cohfn - connecticut · cohfn wolf ~pc.~ attorneys at law ... upon acknowledgement by the council...
TRANSCRIPT
COHFNWOLF~Pc.~ATTORNEYS AT LAW
JULIE D. KOHLER
PLEASE REPLY TO: Bridgepoft
WRITER'S DIRECT DIAL: (203) 337-4 "I 57
E-Mail Address: ikohlerCa~cohenandwolf.com
Attorney Melanie BachmanActing Executive DirectorConnecticut Siting CouncilTen Franklin SquareNew Britain, CT 06051
March 11, 2015
Re: Notice of Exempt ModificationGlenbrook Industrial Park Associates LLC /T-Mobile equipment upgradeSite ID CT11334A652 Glenbrook Road, Stamford Connecticut
Dear Attorney Bachman:
This office represents T-Mobile Northeast LLC ("T-Mobile") and has been retained tofile exempt modification filings with the Connecticut Siting Council on its behalf.
In this case, Glenbrook Industrial Park Associates LLC owns the existing water tankand related facility located at 652 Glenbrook Road, Stamford, Connecticut (Latitude:41.075484; Longitude: -73.519141). T-Mobile intends to replace three (3) antennas and addrelated equipment at this existing telecommunications facility in Stamford ("Stamford Facility").Please accept this letter as notification, pursuant to R.C.S.A. § 16-50j-73, of constructionwhich constitutes an exempt modification pursuant to R.C.S.A. § 16-50j-72(b)(2). Inaccordance with R.C.S.A. § 16-50j-73, a copy of this letter is being sent to the Mayor, David R.Martin. Glenbrook Industrial Park Associates LLC is also the property owner.
The existing Stamford Facility consists of a 108' 10" foot tall water tank.' T-Mobileplans to replace three (3) antennas, and add three (3) RRU's (remote radio units) at acenterline of 85 feet. (See the plans revised to February 28, 2015 attached hereto as ExhibitA). The existing Stamford Facility is structurally capable of supporting T-Mobile's proposedmodifications, as indicated in the structural analysis dated February 25, 2015 and attachedhereto as Exhibit B.
The planned modifications to the Stamford Facility fall squarely within those activitiesexplicitly provided for in R.C.S.A. § 16-50j-72(b)(2).
1 . The proposed modification will not increase the height of the water tank. T-Mobile's proposed modifications will be installed at a centerline of 85 feet, merely modifying
The CSC online database does not contain a Docket or Petition relevant to the approval of this facility, howeverthere are notices of intent captioned EM-CING-135-130703, EM-T-MOBILE-135-120620, and EM-CING-135-110630.
I1 LS BROAD STREET 1SH DEER HILL AVENUE 32O POST ROAD WEST CSC ORANGE CENTER ROAD
P.O. BOX 1821 Dnr~BURY, CT 06810 WESTroRT, CT 06880 ORnxGE, CT 06477BRIDGEPORT, CT 06601-1HZI TEL: (203) 7922771 TeL: (203) 222-1034 Tat: (203) 298 066Tai: (203) 368-0211 Fax: (203) 791-8149 Fax: (203) 227-1373 Fax: (203) 298068Fax: (203) 3949901
COHFNWOLF~ec..~A'lTORNEI'S AT LaW
March 11, 2015Site ID CT11334APage 2
existing antennas located at the same 85 foot elevation. The enclosed tower drawing confirmsthat the proposed modification will not increase the height of the water tank.
2 . The proposed modifications will not require an extension of the site boundaries.T-Mobile is not proposing any modifications within the existing compound area (as shown onSheet A-1).
3 . The proposed modification to the Stamford Facility will not increase the noiselevels at the existing facility by six decibels or more.
4 . The operation of the replacement antennas will not increase the total radiofrequency (RF) power density, measured at the base of the water tank, to a level at or abovethe applicable standard. According to a Radio Frequency Emissions Analysis Report preparedby EBI dated March 10, 2015, T-Mobile's operations would add 19.34% of the FCC Standard.Therefore, the calculated "worst case" power density for the planned combined operation atthe site including all of the proposed antennas would be 87.62% of the FCC Standard ascalculated for a mixed frequency site as evidenced by the engineering exhibit attached heretoas Exhibit C.
For the foregoing reasons, T-Mobile respectfully submits that the proposedreplacement/additional antennas and equipment at the Stamford Facility constitutes anexempt modification under R.C.S.A. § 16-50j-72(b)(2). Upon acknowledgement by the Councilof this proposed exempt modification, T-Mobile shall commence construction approximatelysixty days from the date of the Council's notice of acknowledgement.
Sincerely,
Jule D. Kohler, Esq. _,
Pcc: City of Stamford, Mayor David R. Martin-~
Glenbrook Industrial Park Associates LLC c/o Spinnaker Real Estate Partners LLCSheldon Freincle, NSS
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T-MOBILE NORTHEAST LLC
SITE #: CT11334ASITE N
AME: STAM FORD-3/HOPE S
TSITE A
DDRESS:
652 GLENBROOK ROAD
STAMFORD, CT 06907
WIRELESS BROADBAND FACILITY
CONSTRUCTION DRAWINGS
(702CU CONFIGURATION)
CALL BEFORE Y
OU DIG:
W W W.CBYD.COM
cai.~ eoo srt aass, oR anCALL T
HREE WORKING DAYS PRIOR T
O DIGGING
SAFETY PRECAUTIONS SHALL BE IMPLEMQJiED BY CONTRACIOR(5) AT ALL
TRENCHING IN
ACCORDANCE WITH
CURRENT OSHA STANDARDS.
COLOR CODE FOR UTILITY
LOCATIONSELECTRIC
—RED
SEWER
—GREEN
GAS/OIL —YELLOW
SURVEY —PINK
TEL/CAN —ORANGE
PROPOSED EXCAVATION
—WHITE
WATER —BLUE
RECLAIMED WATER
—PURPLE
GENERAL NOTES
1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH
ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL
ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND
UTIIJiYCOMPANY SPECIFlCATIONS, AND
LOCAL AND STATE JURISDICTIONALCODES BEARING O
N THE PERFORMANCE O
F THE WORK. THE W
ORK
PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED
SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
REGULATIONS AND ORDINANCES.
2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET
FORTH IN T
HE CONSTRUCTION
AND CONSTRUCT D
OCUMENTS THE
COMPLETE SCOPE OF WORK. THE CONTRACTOR
BIDDING THE JOBIS
NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS O
R ERRORS
IN THE DR4WINGS AND OR SPECIfICATI0N5 SHALL NOT EXCUSE
SAID CONTRACTOR
FROM COMPLETING THE PROJECT AND
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT O
F THESE
DOCUMENTS.
3. THE CONTRACTOR OR BIDDER
SHALL BEAR THE RESPONSIBILITY O
FNOTIFYING (IN
WRITING) THE T—MOBILE REPRESENTATIVE OF ANY
CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION
OF THE CONTRACTOR'S PROPOSAL O
R PERFORMANCE OF WORK. IN
THE EVENT OF DISCREPANCIES, THE CONTRACTOR SHALL PRICE
THE MORE COSTLY O
R EXPENSIVE WORK, UNLESS DIRECTED
INWRff1NG OTHERWISE.
4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING O
F ALL
MATERIALS, EQUIPMENT, LABOR AND ALL OTHER
MATERIALS ANDLABOR
DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS
DESCRIBED HEREIN.
5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE
SUBMISSION OF BIDS O
R PERFORMING
WORK TO
FAMILIARIZEHIMSELF WITH T
HE FlELD
CONDffIONS AND TO VERIFY THAT THEPROJECT CAN
BE CONSTRUCTED IN
ACCORDANCE WITH THECONTRFlCT DOCUMENTS.
6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH
CONSTRUCTION PRIOR TO STARTING
WORK ON ANY ITEM
NOTCLEARLY DEFlNED
BY THE CONSTRUCTION DR4WINGS/CONTRACT
DOCUMENTS.
7. THE CONTR4CTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONSUNLESS
NOTED OTHERWISE O
R WHERE LOCAL C
ODES OR
ORDINANCES TAKE PRECEDENCE.
B. THE CONTR4CTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION
DOCUMENTS AT THE SITE UPDATED
WITH THE LATEST REVISIONSAND A
DDENDUM OR CLARIFICATIONS AVAILABLE FOR THE
USE BYALL PERSONNEL INVOLVED
WITH THE PROJECT.
9. THE CONTRACTOR SHALL SUPERVISE A
ND DIRECT T
HE PROJECT
DESCRIBED HEREIN. THE CONTR4CTOR SHALL BE SOLELY
RESPONSIBLE FOR All CONSTRUCTION MEANS, METHODS,
TECHNIpUES, SEQUENCES, AND PROCEDURES AND FOR
COORDINATING ALL PORTIONS OF THE W
ORK UNDER CONTR,4CT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY
PERMITS AND INSPECTIONS WHICH
ARE REQUIRED
FOR THE WORK
BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY, O
R LOCAL
GOVERNMENT AUTHORITY.
11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO
PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING,ETC., DURING CONSTRUCTION. U
PON COMPLETION
OF WORK, T
HE
CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVEOCCURRED DUE TO
CONSTRUCTION ON OR ABOUT 1}iE PROPERTY.
12. THE CONTR4CTOR SHALL KEEP THE GENER4L W
ORK AREA CLEAN
AND HA7ARD
FREE DURING CONSTRUCTION AND
DISPOSE OF ALL
DIRT, DEBRIS, RUBBISH AND
REMOVE EQUIPMENT
NOT SPECIFIEDAS REMAINING O
N PROPERTY. PREMISES SHALL B
E LEFT IN
CLEANCONDITION
AND FREE FROM
PAINT SPOTS, DUST, OR SMUDGES OF
ANY NATURE.
13. THE CONTR4CTOR SHALL C
OMPLY WITH
ALL OSHA REQUIREMENTS,
AS WELL AS THE LATEST EDRIONS OF ANY PERTINENT STATE
SAFETY REGULATIONS.
14. THE CONTRACTOR SHALL NOTIFY THE T—MOBILE REPRESENTATIVE
WHERE A CONFLICT O
CCURS ON ANY OF THE CONTRACT
DOCUMENTS. THE CONTRACTOR IS
NOT TO ORDER MATERIAL O
RCONSTRUCT A
NY PORTION O
F THE WORK THAT IS IN
CONFLICTUNTIL CONFLICT IS
RESOLVED BY T
HE T—MOBILE REPRESENTATIVE.
15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,PROPERTY LINES, EfC., O
N THE JOB.
16. THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO T
HOR
ORIGINAL CONDITION AT THE COMPLETION O
F WORK.
17. REFER TO STRUCTURAL ANALYSIS
REPORT DOCUMENT
ENTITLED, ~~STRUCTURAL ANALYSIS REPORT WATERTANK"
PREPARED BY ATLANTIS
GROUP, INC., ~T—MOBILE SITE ID
CT11334A", DATED FEBRUARY 23, 2
015
SITE INFORMATION
SITE NUMBER:
CT11334A
SITE NAME:
STAMFORD-3/HOPE ST
SITE ADDRESS: 652 GLENBROOK ROAD
STAMFORD, CT 06907
LAT./LONG.: N
41.075484 / W —73.519141
JURISDICTION: FAIRFIELD
COUNTY
PROPERTY OWNER: GLENBROOK INDUSTRIAL PARK, LLC
C~0 SPINNAKER
REAL ESTATE PARTNERS, LLC1 NORTH WATER
STREET, SUITE 100
NORWALK, CT 0
6854
SHELLYSHELLY~SPINREP.COM203-354-1542
CODE COMPLIANCE
CONNECTICUT STATE BUILDING CODE
2005 CONNECTICUT BUILDING
CODE WITH
2013 AMENDMENT
2011 NATIONAL ELECTRICAL C
ODE
CONSTRUCTION TYPE:
26
USE GROUP:
N/A
PROJECT SUB-CONTRACTORS
APPLICANT: T—MOBILE
NORTHEAST, LLC.35 GRIFFIN
ROAD SOUTH
BLOOMFlELD, CT 06002
(860) 692-7100
PROJECT MANAGER
LISA LIN
ALLENNORTHEAST SITE SOLUTIONS54 MAIN
STREETSTURBRIDGE, M
A 01566
(508) 434-5237
ARCHITECT/ENGINEER: ATLANTIS
GROUP INC.
1340 CENTRE STREET SUITE 2
12
NEWTON CENTER, M
A 02459
(617) 965-0789
SHEET INDEX
SHEET DESCRIPTION
T-1
TITLE SHEET
N-1
GENERAL AND ELECTRICAL
NOTES
A-1 COMPOUND PLAN AND ELEVATION
A-2 ANTENNA PLAN
AND DETAILS
E-1
GROUNDING AND POWER ONE LINE
DIAGR4ME-2 GROUNDING DETAILS
:l' ' °~O~Dlle'
T-MOBILE NORTHEAST, LLC
35 GRIFFIN ROAD SOUI"H
HLOOMFIELD, CT 06002
OFFICE: (860)692-7100
FAX:(86~) 692-7159
. TLANTIS
G R O U P
1340 Centre
Street, Suite 212
Newton Center, M
A 02459
Office: 617-965-0789
Fax: 617-213-5056
OFPI. 64TE
APP'D flEVIS~OtS
PFE
~~.ZONING
OPS
CONSRt
~~.PROJECT NO:
CT11334ADRAWN BY:
FGCHECKED BY:
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PROFESSIONAL SEAL
THIS DOCUMENT IS THE CREATION,
DESIGN, PROPERTY AND COPYRIGHTEDWORK OF T-MOBILE. ANY DUPLICATION
OR USE WITHOUT EXPRESS WRITTEN
CONSENT IS STRICTLY PROHIBITED.
SITE NUMBER
CT1 1 3
34A
SITE NAME
STAMFORD-3/HOPE ST
SITE ADDRESS
652 GLENBROOK ROAD
STAMFORD, CT 06907
SHEET TITLE
TITLE SHEET
SHEET NUMBER
T-1
DO NOT SCALE
DRAWINGSCONTRACTOR
SHALL VERIFY PLANS AND EXISTING
DIMENSIONS AND
CONDITIONS ON THE JOB SITE A
ND SHALL IMMEDIATELY NOTIFY THE
ARCHITECT IN WRITING O
F ANY DISCREPANCIES
BEFORE PROCEEDINGWITH T
HE WORK OR BE RESPONSIBLE FOR
SAME.
ELECTRICAL NOTES:
WORK INCLUDED1. INCLUDE ALL LABOR, MATERIALS, EgUIPMENT, PL4NT SERVICESAND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND
MAKEOPERABLE THE ELECTRICAL W
ORK SHOWN ON THE DRAWINGS
AND SPECIFlED HEREIN, INCLUDING BUT NOT LIMITED TO THEFOLLOWING:h PREPARE AND SUBMIT S
HOP DRAWINGS, DIAGRAMS AND
iu.usrw,noNs.B. PROCURE ALL NECESSARY PERMITS AND APPROVALS ANDPAY ALL REQUIRED FEES AND CHARGES IN CONNECTION WfTHTHE W
ORK OF THIS CONTRACT.
C. SUBMR AS-BUILT DRAWINGS, OPERATING ANA
MAINTENANCEINSTRUCTIONS ANA
MANUALS.D. IXECUTE ALL CUTTING, DRIWNG, R
OUGH AND
FlNISHPATCHING O
F EXI5fING O
R NEWLY INSTALLED CONSTRUCTION
REQUIRED FOR THE W
ORK OF THIS CONTRACT. FOR SLAB
PENETRATIONS THROUGH POST TENSION SLABS, X-RAY IXACTAREA O
F PENETRATION
PRIOR TO PERFORMING WORK.COORDINATE ALL X-R4Y WORK WITH
BUILDING ENGINEER.E. PROVIDE HANGERS, SUPPOR'iS, FOUNDATIONS, STRUCNRAL.
FRAMING SUPPORTS, AND BASES FOR CONDUIT AND
EQUIPMENT PROVIPm OR INSTALLED UNDER THE W
ORK OF
HIS CONTRACT. PROVIDE COUNTER FLASHING, SLEEVES ANDSEALS FOR FLOOR ANA
WALL PENETRATIONS.F. MAINTAIN ALL EXISTING ELECTRICAL SERVICES IN THE
BUILDING AREAS NOT AFFECTED BY THE ALTERATION DURING
THE PROGRESS OF THE W
ORK INCLUDING PROVIDING ALL
TEMPORARY JUMPERS, CONDUITS, CAPS, PROTECTNE DEVICES,CONNECTIONS AND
EQUIPMENT REQUIRED. PROVIDETEMPORARY 11GHT AND POWER FOR CONSTRUCTIONPURPOSES.
2. R IS THE INTENT O
F THESE DR4WINGS AND SPECIFICATIONS TO
CALL FOR AN INSTAIlATION THAT IS COMPLETE IN EVERYRESPECT.. IT IS NOT hiE INTENT T
O GNE EVERY DETAIL O
N THE
DR4WINGS AND IN THE SPECIFlCATIONS. IF AN ITEM OF WORK IS
INDICATED IN THE DR4WINGS, IT IS CONSIDERm SUFFICIENTFOR INCLUSION IN THE CANTRACT. FURNISH AND INSTAl1 AllMATERIAL AND EQUIPMENT USUALLY FURNISHED O
R NEEDm TO
MAKE A COMPLETE INSTALLATION WHETHER OR NOT
SPEGFlCALLY MENTIONED IN THE CONTRACT DOCUMENTS.
GENERAL REQUIREMENTS1. PROVIDE ALL W
ORK IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE (NEC) AND LOCAL AND STATE ELECTRICALcooEs.
2. THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. REFER TOTHE ARCHITECTUR4L PLANS FOR THE EXACT DIMENSIONS O
FTHE BUILDING.
3. LOAD CALCULATIONS ARE BASm ON IXISTING BUILDING
INFORMATION/DRAWINGS PROVIDED TO ENGINEERING.CONTRACTOR IS TO VERIFY ALL IXISTING RATINGSAND LOADSPRIOR TO PURCHASING O
F SPEgFlED EQUIPMENT FOR
COMPLIANCE TO NEC. CONTRACTOR TO
NOTIFY ENGINEER OF
ANY DISCREPANCIES AND REQUEST FURTHER DIRECTION
BYENGINEER.
4. EXISTING BUILDING EQUIPMENT IS NOTED ON hiE DRAWINGS.
NEW OR RELOCATED EQUIPMENT IS S
HOWN WfiH SOLJ~ LJNES.
FUTURE EQUIPMENT (NOT IN h115 CONTRACT) IS DEPICTED WITHSHADED LINES. REQUEST CLARIFICATION O
F DRAWINGS O
R OF
SPECIFlCATIONS PRIOR TO PRICING OR INSTALLATION.5. GENERAL
A. AFTER CAREFULLY STUDYING THE DRAWINGS ANDSPECIFfCATI0N5, AND BEFORE SUBMfTTING THE PROPOSAL,MAKE A
MANDATORY SITE VISIT TO ASCERTAIN CONDITIONS OF
THE SITE, AND THE NATURE AND EXACT QUANTITY O
F WORK
TO BE PERFORMED. NO EXTRA COMPENSATION WILL BE
ALLOWED FOR FAILURE TO NOTIFY THE OWNER, IN WRITING,OF ANY DISCREPANCIES THAT MAY HAVE BEEN
NOTEDBETWEEN THE IXISTING CONDffI0N5 AND THE DR4WING5 ANDSPECIFICAT10N5.
B. VERIFY ALL MEASUREMENTS AT 1HE SITE AND BERESPONSIBLE FOR CORRECi1JES5 O
F S4ME.
6. QUALRY, WORKMANSHIP, MATERIALS AND SAFETYA. PROVIDE NEW MATERIALS AND EQUIPMENT OF A DOMESTIC
MANUFACTURER BY THOSE REGULARLY ENGAGED IN THEPRODUCTION AND
MANUFACNRE OF SPECIFlED
MATERIALSAND EQUIPMENT. W
HERE U4 OR OTHER AGENCY, HAS
ESTABLJSHED STANDARDS FOR MATERIALS, PROVIDE MATERIALS
WHICH ARE LISTED AND LABELED ACCORDINGLY. THE
COMMERCIALLY STANDARD ITEMS OF EQUIPMENT AND THE
SPECIFlC NAMES MENTIONED HEREIN ARE IKTENDED FOR THEPROPER FUNCTIONING O
F THE WORK.
B. WORK SHALL BE PERFORMED BY WORKMEN SKILLID IN 1
HE
TRADE REQUIRED FOR THE WORK. INSTALL MATERIALS ANDEQUIPMENT TO P
RESEM A NEAT APPEAR4NCE WHEN
COMPLEfID AND IN ACCORDANCE WITH THE APPROVED
RECOMMENDATIONS OF THE MANUFACTURER AND IN
ACCORDANCE WfM CONTR4CT DOCUMENTS.
C. PROVIDE TABOR, MATERIALS, APPARATUS AND APPWWCES
ESSENTIAL TO THE FUNCTIONING OF THE SYSTEMS ~ESCRIBm
OR INDICAiE~ HEREIN, O
R WHICH
MAY BE REASONABLY
IMPLJm AS ESSENTIAL WHENEVER MEMIONm IN THE
CONTR4CT DOCUMENT OR NOT.
D. MAKE WRITTEN REQUESTS FOR SUPPLEMENTARYINSTRUCTIONS TO ARCHRECT/ENGINEER
IN CASE OF DOU6T
AS TO
WORK INTENDED OR IN
EVENT OF NEED FOR
IXPLANATION THEREOF.E. PERFORMANCE AND
MATERIAL REQUIREMENTS SCHmULED OR
SPECIFlED ARE MINIMUM STANDARD ACCEPTABLE. THE RIGHTTO JUDGE THE OUALJN O
F EQUIPMENT TIiAT DEVIATES FltOM
THE COMRACT DOCUMEM REMNNS SOLELY WITH
ARCHITECT/ENGINEER. CONTR4CT DOCUMENT OR NOT.
GUARANTEE1. GUARANTEE MATERIALS, PARTS ANA LABOR FOR W
ORK FOR O
NE
YEP,R FROM THE DATE OF ISSUANCE O
F OCCUPANCY PERMIT.
DURING THAT PERI00, MAKE G00~ FAULTS OR IMPERFECTIONS
1HAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN
MATERIALSOR WORKMANSHIP WITH
NO ADDITIONAL COMPENSATION AND AS
DIRECTED BY ARCHfTECT.
CLEANING1. REMOVE ALL CONSTRUCTION DEBRIS RESULTING FROM THEWORK.
2. CLEAN EQUIPMENT AND SYSTEMS FOLLOWING hiE COMPLETIONOF THE PRQIECT TO THE SATISFACTION OF THE ENGINEER.
COORDINATION AND SUPERVISION1. CAREFULLY LAY DUT ALL W
ORK IN ADVANCE TO AV010
UNNECESSARY CUTTING, CHANNELING; CHASING OR DRIWNG C
FLOORS, WALLS, PARTfT10N5, CEILINGS OR OTHER SURFACES.WHERE S
UCH WORK IS NECESS4RY, HOWEVER, PATCH AND
REPAIR THE WORK IN AN APPROVED
MANNER BY SKILlEO
MECHANICS AT NO ADDITIONAL COST T
O THE OWNER. RENDER
FULL COOPER411DN TO OhiER TRADES WHERE WORK WILL B
EINSTALLED IN CLOSE PROXIMITY TO W
ORK OF OTHER TRADES.
ASSIST IN WORKING OUT SPACE CONDITIONS. IF W
ORK IS
INSTALLED BEFORE COOR~INAl10N WfTH O1HER TRADES, O
RCAUSES INTERFERENCE, MAKE CHANGES NECESSARY TOCORRECT CONDfilONS WITHOUT IXTR4 CHARGE.
SUBMITTALSi. A
S-BUILT DRAWINGS:A. UPON COMPLETION O
F hiE WQRK, FURNISH TO THE O
WNER
"AS -BUILT' DRAWINGS.2. SERVICE MANUALS:
A. UPON CQMPLETION OF THE WORK, FULLY INSIftUCT T-MOBILE
AS TO THE OPERAl10N AND MAINTENANCE O
F ALL MATERIAL,
EQUIPMENT AND SYSTEMS.B. PROVIDE 3
COMPLETE BOUND SETS OF INSTRUCTIONS FOR
OPERATING AND MAINTAJNING ALL SYSTEMS AND EQUIPMENT.
CUTTING AND PATCHING1. PROVIDE ALL CUTTING, D
RIWNG, ROUGH AND FlNISH PATCHING
REQUIRED TO COMPLETE THE WORK.2. 06TAIN OWNER APPROVAL PRIOR TO CUTTING THROUGH FLOORSOR WAl1S FOR PIPING OR CONDUR.
TESTS, INSPECTION AND APPROVAL1. BEFORE ENERGIZING ANY ELECTRICAL INSTALLATION, INSPECT
EACH UNR IN DETAIL TIGHTEN ALL BOLTS AND CONNECTIONS
(TORQUE-TIGHTEN WHERE REQUIRm) AND
DETERMINE THAT AL1COMPONENTS ARE ALIGNED, AND THE EQUIPMENT IS IN SAFE,OPERATIONAL CONDRION.
2. PROVIDE THE COMPLETE ELECTRICAL SYSTEM FREE OF GROUND
FAULTS AND SHORT CIRCUIT'S SUCH THAT THE SYSTEM
WILLOPERATE SATISFACTORILY UNDER
FULL LOM CON~RIONS,
WITHOUT EXC651VE HEATING AT ANY POINT IN THE SYSTEM.
SPECIAL REQUIREMENTS1. D
O NOT LEAVE ANY W
ORK INCOMPLETE NOR ANY HAZARDOUS
SINAiIONS CREATED WHICH WILL AFFECT THE LIFE O
R SAFETY
OF THE PUBLJC AND/OR 6UILDING OCCUPANTS. D
D NOT
INTERFERE WITH OR CUTOFF ANY OF THE EXISTING SERVICES
WITHOUT THE OWNER'S WRf1TEN PERMISSION.2. WHEN
NECESSARY TO TEMPORARILY DISCONNECT ANY IXISi1NG
BUILDING UTILITIES AND SERVICE SYSTEMS, INCLUDING
FEEDEROR BR4NCH CIRCUITING SUPPLYING IXISfING FACIlJ11E5,
CONFER WITH THE OWNER AND ARRANGE THE PERIDD O
FINTERRUPTION FOR A TIME MUTUALLY AGREED
UPON.SHUTDOWN
NOTE: SCHEDULE AND NOTIFY OWNER 4
8 HOURS
PRIOR TO SHUiDDWN. ALL SHUIDDWN WORK TO B
ESCHEDULED AT A 11ME CONVENIENT TO OWNER.
GROUNDING1. ROUTE ALL GROUNDING CONDUCTORS AS S
HOWN ON
CONDUIT/GROUNDING RISER.2. ROUTE 5
00 KCMIL CU. THHN CONDUCTOR FROM THE M
GB
LOCATION TO BUILDING STEEL VERIFY BUILDING STEEL ISffFECT1VELY GROUNDED PER
NEC TO THE MAIN SERVICEGROUNDING ELECTRODE CONDUCTOR (GEC).
3. MAKE ALL GROUND CONNECTIONS FROM MGB TO ELECTRICAL
E4UIPMENT WITH 2 HOLE, CRIMP TYPE, BURNDY COMPRESSIDN
TERMINATIONS, SIZED AS REQUIRED.4. USE 1
HOLE, CRIMP TYPE, BURNDY COMPRESSIONSTERMINATIONS, SIZED A
S REQUIRED, AT EQUIPMENT G
ROUND
CONNECTIONS.5. HIRE AN INDEPENDENT TAB TO PERFORM hIE SPECIFlED O
HMS
TESTING. PROVIDE 4 SETS O
F THE CERi1FlED DOCUMENTS TO
THE OWNER FOR VERIFlCATION PRIOR TO THE PROJECT
COMPLETION.R4CEWAYS
1. ALL WIRING TO 8E INSiAflED IN CONDUIT SYSTEMS IN
ACCORDANCE WITH THE FOLLOWINGA. EXTERIOR FEEDERS AND CONTROL, W
HERE UNDERGROUND, TO
BE IN SCH 40 PVC.
B. EXTERIOR, ABOVE GROUND POWER CONDORS TO
BEGALVANIZED RIGID STEEL (RCS).
C. ALL TELECOMMUNICATION CON~UfTS, INTERIOR/EXTERIOR, TOBE EMS.
D. INSTALL PULL ROPES IN ALL NEW EMPTY CONDUfTS INSTAL ~ mON THIS PROJECT.
E. ALL TELECOM CONDUITS AND PULL BOXES INSTAll.ED ONTHIS PROJECT TO BE LPBELED "i-MDBILE'. ON(NER WILLPROVIDE LABELS FOR C
OMRACTOR TO INSTALL
F. INTERIOR FEEDERS TO BE INSTALLED IN
E.M.T. WITH STEELCOMPRESSION FITTINGS.
G. MINIMUM SIZE CONDUIT TO BE ~" TRADE SIZE
UNLESS OTHERWISE INDICATED ON THE DR4WINGS.H. FlNAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENTTO
BE INSTALLED IN LJQUID-TIGHT FLEXIBLE METAL CONDUIT.
I. CONCUR TO B
E RUN CONCEALED IN C~t1NG5, FlNISHED
AREAS OR DRYWALL PP~RI1T10NS, UNLESS OTHERWISE N
OTE.
J. THE ROUTING OF CONDUITS INDICATED O
N THE DRAWINGS IS
DIAGRAMMATIC. BEFORE INSTAWNG ANY WORK, IXAMINE THEWORKING LAYOUTS AND S
HOP DRAWINGS O
F THE OTHER
1RNDES TO DETERMINE THE IXACT LOCATIONS ANDCLEARANCES.
K. ALL IXTERIOR MOUNTING HARDWARE TO B
E GALVANIZED
STEEL. COORDINATE WITH BUILDING ENGINEER PRIOR TO
ATTACHING TO BUILDING STRUCTURE.
RACEWAYS CONT'DL PENEfRAT10NS O
F WPLLS, FLODRS AND ROOFS, FOR THE
PASSAGE OF ELECTRICAL RACEWAYS, TO BE PROPERLY
SEALm AFTER INSTAWaT10N O
F RACEWAYS S
O AS TO
MAINTAIN THE STRUCTURAL DR WAlERPR00F INTEGRITY OF
THE WALL, BOOR OR ROOF SYSTEM T
O BE PENETRATED.
SEAL ALL CONDUfT PENETRATIONS THROUGH FlRE OR S
MOKE
RATED WALLS, CEILINGS O
R SMOKE TIGHT CORRIDOR
PARTITIONS 70 MAINTAIN PROPER RATING O
F WALL O
RCEILING.
M. PROVIDE pLL CONDUfi ENDS WITH INSUTAiID
MEfAWC
GROUNDING BUSHINGS.N. CONDUIT TO BE SUPPORTED AT MAXIMUM
DISTANCE OF
8'-0", OR AS REQUIRED B
Y NEC, IN
HORIZONTAL ANDVERTICAL DIRECTIONS.
0. PROVIDE STAINLESS STEEL BLANK COVER PLATES FOR ALLJUNC110N
BOXES AND/OR OUTLET BOXES NOT USES INEXPOSES AREAS. PROVfDE ALL OTHER
UNUSED BOXES WfTHSTANDARD STEEL COVER PLATES.
P. WHERE APPIJCABLE, PROVIDE ROOFTOP CONDUR SUPPORT
SYSTEM, CONFORMING TO ROOFTOP WARRANTY REQUIREMENTS,PER BUILDING.
WIRES AND CARIES1. CONTRACTOR T
O COORDINATE WIl}I EQUIPMEEff SUPPLIER AND
VENDOR FOR IXACT EQUIPMENT OVER-CURRENT PROiEC110N
VOLTAGE, WIRE SIZE AND PLUG CONFlGURATION, IF APPLICABLE,PRIOR TO BID.
2. ALL EQUIPMENT/DEVICES TO BE PROVIDED WITH INSUfATED
GROUND CONDUCTOR.
3. ALL WIRE AND CABLE TO BE 600VOLT, COPPER, WfTH T
HWN/
1HHN INSULAl10N, EXCEPT AS NOTE.
4. WIRE FOR POWER AND LIGHTING WILL NOT BE LESS THAN
N0.12AWG. ALL WIRE N0. S
AND LARGER TO BE STRANDED.
5. CONTROL WIRING IS NOT TO BE LESS THAN N0. 14AWG,
FLEXIBLE IN SINGLE CONDUCTORS OR MULTI-
CONDUCTOR
CABfES. CONTROL WIRING WILL CONSIST OF MULTI-CONDUCTOR
CABLES WHEREVER POSSIBLE. CABLES TO BE PROVIDED WITH
AN OVERALL Fl.AME-RETARDANT, DCfRUDEO JACKET AND RATEDFOR PLENUM
USE. ALL CONTROL WIRE TO BE 600VOLT R4TED.6. WIRE PREVIOUSLY PULLED INTO CONDUIT IS CONSIDERED U
Sm
AND IS NOT TO BE R
E-PULLED.7. H
OME RUNS AND BR4NCH CIRCUIT WIRING FOR 20A, 120V
gRCU1T5:LENGTH (Ff.1
HOME RUN
WIRE SIZED TO 5
0
N0. i2
51 TO 100
N0. 10101
TO 150 N0. 8
8. VOLTAGE CROP IS NOT TO EXCEED 3~.9. MAKE A11 CONNECTIONS WITH UL APPROVED, SOLDERLESS,
PRESSURE TYPE INSULATED CONNECTORS: SCOTCHLOK OR AND
APPROVm EQUAL
WIRING DEVICES1. ALL RECEPTACLES INSTALLED IN THIS PROJECT TO BE
GROUNDING TYPE, WfTH GROUNDING PIN SLOT CONNECTED TODEVICE GROUND SCREW FOR G
ROUND WIRE CONNECTION.
DISCONNECT SWITCHES AND FUSES1. DISCONNECT SWfTCHES TO
BE VOLTAGE-R4TE~ TO SUIT THEE
CHARACTERISTICS OF THE SYSTEM
FROM WHICH THEY ARESUPPLIED.
2. PROVIDE HEAVY-DUTY, METAL -ENCLOSED, EXTERNALLY-OPERAlIDDISCONNECT SWfTCHES, FUSED OR
UNFUSED, OF SUCH T(PE
AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT
THE LOAD FOR WHICH THEY ARE IN1ENDm.
3. PROVIDE NEMA 1 DISCONNECT SWITCHES FOR INTERIOR
INSTALLATION, NEMA 3R FOR EXTERIOR IN5lALLATION.4. DISCONNECT S
WRCHES TO
BE MANUFACTURED BY:
A GENER4L ELECTRIC COMPANY
B. SQUARE-D
5. PROVIDE RK-1 TYPE FUSES, UNLESS NOTED OTHERWISE.INSTALLATION
1. INSTALL DISCONNECT SWITCH6 WHERE INDICATED ON
DR4WINGS.2. INSTALL FUSES IN FUSIBLE DISCONNECT SWRCHES. FUSES
MUST MATCH IN TYPE AND R411NG.3. FUSES TD BE MOUNTED S
O THAT THE LABELS SHOWING THEIR
RATINGS CAN BE READ
WITHOUT REQUIRING FUSE REMOVAL.4. FURNISH AND DEPOSfT SPARE FUSES AT THE JOB SITE AS
FOLLOWS:A. THREE SPARES FOR EACH TYPE ANA SIZE, IN IXCESS OF
60A, USm FOR INITIAL FUSING.
B. LEN PERCENT SPARES FOR EACH TYPE AND SIZE, UP T
OAND INCLUDING 60A, USED FOR INRIAL FUSING. IN
NO CASE
WILL LESS THAN THREE FUSES OF ONE PARTICULAR TYPE AND
SIZE BE FURNISHED.
GENERAL NOTES:
INTENT1. h
16E SPECIFlCATIOMS AND CONSTRUCTION
DRAWINGSACCOMPANYING THEM
DESCRIBE THE WORK TO B
E DONE AND
THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION.2. hIE DRAWINGS ANO SPECIFICATIONS ARE I
MENDED TO BE
FULLY IXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULDAM'iHING BE SHOWN, INDICATED, O
R SPECIFlE~ O
N ONE AND
NOT THE OTHER, R SHALL B
E DONE THE SAME AS IF S
HOWN,
INDICATED OR SPECIFlE~ IN BOTH3. THE INTENTION O
F THE DOCUMENTS IS TO INCLUDE ALL LABOR
AND MATERIALS RE4SONABLY NECESSARY FOR THE PROPER
IXECU110N AND COMPLETION OF THE W
ORK AS STIPULATED IN
THE COMRACT.
4. il-IE PURPOSE OF THE SPECIFlCATIONS IS TO INTERPRET THE
INTENT OF 1HE DRAWINGS ANA TO DESIGNATE THE METHOD O
FTHE PRDCEDURE, TYPE AND QUALfTY O
F MATERIALS REQUIRED
TO COMPLETE THE WORK.5. MINOR DE~MT10N5 FROM THE DESIGN LAYOUT ARE ANTICIPATED
AND SHALL BE CONSIDERED AS PART OF THE WORK. NO
CHANGES THAT AL1ER THE CHARACTER OF THE W
ORK WILL BE
MADE OR PERMITTED B
Y THE OWNER WffHOUT ISSUING A
CHANGE ORDER.
CONFlJCTS1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFlCAl10NSOF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY
MAlEFilALS OR DOING ANY WORK. NO IXTRA CHARGE O
RCOMPENSATIDN SHALL B
E ALLOWED DUE T
O DIFFERENCE
BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ONTHE CONSTRUCTION
DRAWINGS. ANY SUCH DISCREPANCY IN
DIMENSION WHICH
MAY BE FOUND SHALL BE SUBMIITE~ TO THEOWNER FOR CONSIDER4TION BEFORE THE CONTRACTOR
PROCEmS WITH THE W
ORK IN THE AFFECTED AREAS.
2. THE BIDDER, IF AWARDm THE CONTRACT, WILL NOT B
EALLOWED ANY IXTRA COMPENSATION
BY RE450N OF ANY
MATTER OR THING CONCERNING S
UCH BIDDER
MIGHT HAVEFULLY I
NFORMm THEMSELVES PRIOR TO THE BIDDING.
3. NO PLEA OF IGNORANCE O
F CON~RIONS THAT El(ISf, O
R OF
DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED, O
ROF ANY OTHER RELEVANT MATTER CONCERNING THE W
ORK TO
BE PERFORMED IN THE IXECIJ~ION OF THE W
ORK WILL BE
ACCEPTED AS AN IXCUSE FOR ANY FAILURE O
R OMISSION O
NhiE PART O
F THE CONTRACTOR TO FULFILL EVERY DETAIL O
FALL THE REQUIREMENTS O
F THE CONTRACT DOCUMENTS
GOVERNING THE WORK.
CONTRACTS AND WARR4NTIES1. CONTRACTOR IS RESPONSIBLE FOR APPIJCAl10N AND PAYMENTOF CONTRHCTOR LICENSES AND BONDS.
2. SEE MASTER CONTRAC110N SERVICES AGREEMENT FORADDRIDNAL DETAILS.
STOR4GE1. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHIONAND IN A
MANNER THAT DOES NOT NECESSARILY OBSTRUCT THEFLOW O
F OTHER WORK. ANY STORAGE METHOD
MUST MEET ALLRECOMMENDATIONS O
F THE ASSOCIATED
MANUFACTURER.
CLEANUP1. THE CONTRACTORS SHALL, AT ALL TIMES, KEEP THE SfTE FREEFROM ACCUMULATION O
F WASTE MATERIALS OR RUBBISH
CAUSED BY THEIR EMPLOYEES AT W
ORK AND AT THE
COMPLETION OF THE WORK. THEY SHAI1 REMOVE ALL RUBBISH
FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL T
H~R
TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALLLEAVE hiEIR W
ORK CLEAN AND READY TO USE.
2. EXTERIORA VISUALLY INSPECT IXTERIOR SURFACES AND
REMOVE ALLTRACES O
F SOIL, WASTE MATERIALS, S
MUDGES AND OTHER
FOREIGN MATTER.
B. REMOVE ALL TRACES OF SPLASHED
MATERIALS FROMADJACENT SURFACES.
C. IF NECESSARY, TO ACHIEVE A UNIFORM DEGREE O
FCLEANLINESS, HOSE D
OWN THE EXTERIOR O
F THE STRUCTURE.
3. INTERIORA VISUALLY INSPECT IKTERIOR SURFACE AND REMOVE ALLTRACES O
F SOIL, WASTE MATERIALS. S
MUDGES AND OTHER
FOREIGN MATTER
FROM WALLS, B
OOR, AND COLING.
B. REMOVE All TRACES OF SPLASHED
MATERWS FROM
ADJACENT SURFACES.C. REMOVE PAINT DROPPINGS, SPOTS, STAINS, AND DIRT FROM
FlNISHED SURFACES.
CHANGE ORDER PROCEDURE:1. REFER T
O SECTION
17 OF SIGNED
MCSA: SEE PROFESSIONALSERVICE A
GREEMEM FOR
MCSA.
REfATED DOCUMENTS AND COORDINATION1. GENERAL CARPENTRY, ELECTRICAL AND A
MENNA DR4WINGS ARE
INTERRELATED. IN PERFORMANCE OF THE WORK, THE
CONTRACTOR MUST REFER TO ALL DR4WING5. ALL COORDINATION
TO BE THE RESPONSIBILITY O
F THE CONTRACTOR.
SHOP DRAWINGS
1. CQNTRACTOR SHALL SUBMIT SHOP DR4WINGS AS REQUIRED AND
LISTED IN THESE SPECIFlCATIONS TO THE OWNER FDR
APPROVAL.2. ALL S
HOP DRAWINGS SHALL B
E REVIEWED, C
HECKm AND
CORRECTED BY CONTRACTOR PRIDR TO SUBMITTAL TO THE
OWNER.
PRODUCTS AND SUBSTffUTIONS
1. SUBMIT 3 COPIES O
F EACH
REQUEST FOR SUBSTITUTION. INEACH
REQUEST, IDENTIFY THE PRODUCT OR FABRICATION O
RINSTALLATION
METHOD TO BE REPLACES BY THE SUBSTITUTION,INCLUDE RELATED SPEGFlCATION
SECTfON AND DRAWING
NUMBERS AND COMPLETE DOCUMENTATION SHOWING
COMPLIANCE WfTH THE REQUIREMENTS FOR SUBSTINTIONS.2. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS
WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS,PRODl1CT5 AND
MATERIALS BEING INSTALLED. THE COMRACTOR
SHALL, IF DEEMED NECESSAR( BY THE OWNER, SUBMIT ACTUAL
SAMPLES TO THE O
WNER FOR APPROVAL IN
LIEU OF CUT
SHEETS.
QUALITY ASSURANCE1. ALL W
ORK SHALL BE IN ACCORDANCE WITH
APPl1CABLE LOCAL,STAlE AND FEDERAL REGULATIONS. THESE SHALL INCLUDE, BUTNOT BE LIMITED TO THE APPLICABLE CODES SEf FORTH
BY THELOCAL G
OVERNMG BODY. SEE "CODE COMPIJANCE" T-1.
ADMINISfRAT10N1. BEFORE THE COMMENCEMENT O
F ANY WORK, THE CONTRACTOR
WILL ASSIGN A PROJECT MANAGER WHD WILL ACT /
5 A SINGLE
POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS
PROJECT. 1HIS PROJECT MANAGER WILL DEVELOP A MASTERSCHmULE FOR THE PROJECT WHICH WIIl B
E SUBMIITEO TO
THE OWNER PRIOR TO hiE COMMENCEMENT O
F ANY WORK.
2. SUBMIT A BAR TYPE PROGRESS CHART, NOT M
ORE THAN 3
DAYS AFTER THE DALE 6TABL15HED FOR COMMENCEMENT OF
THE WORK ON THE SCHEDULE, INDICAl1NG A
TIME BAR FOREACH
MAIOR CATEGORY OR UNIT O
F WORK TO B
E PERFORMED
AT THE SIlE, PROPERLY SEQUENCED AND COORDINAlEO WI1HOTHER ELEMENTS O
F WORK AND SHOWING C~MPLEfION O
F THE
WORK SUFFlCIEMLY IN ADVANCE O
F THE DATE ESfABIJSHED
FOR SUBSTANTIAL COMPLEf10N OF THE WORK.
3. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL
SCHmULE AN
ON-SITE MEETING WITH ALL MAJOR PARTIES. THISWOULD INCLUDE, BUT NOT LIMITED T0, THE OWNER, PROJECTMANAGER, CONTRACTOR, LAND OWNER REPRESENTATIVE, LOCALTELEPHONE COMPANY, TOWER ERECTION
FOREMAN (IFSUBCONTRACTED).
4. CONTRACTOR SHALL BE EQUIPPED WfTH SOME MEANS O
FCONSTANT COMMUNICATIONS, SUCH A
S A MOBILE P
HONE OR A
BEEPER. hil5 EQUIPMENT WILL NOT BE SUPPLIED B
Y THE
OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED.5. DURING CONSTRUCTION, CONTRACTOR
MUST ENSURE THATEMPLOYEES AND SUBCONTRNCTORS WEAR HARD
HATS AT ALL11ME5. CONTRACTOR
WILL COMPLY WIT}i ALL WPCS 34FETY
REQUIREMENTS IN THEIR AGREEMENT.6. PROVIDE WRITTEN
DAILY UPDATES ON SITE PROGRESS T
O THE
OWNER.7. COMPLETE INVENTORY O
F CQNSfRUCiION
MATERIALS ANDEQUIPMENT IS REQUIRED PRIOR TO START O
F CONSTRUCTION.
8. NOTIFY THE OWNER/PROJECT MANAGER IN WRITING
NO LESS
THAN 48 HOURS IN ADVANCE DF CONCRETE POURS, TOWER
ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS.
INSURANCE AND 80ND5
1. CONTRACTOR, AT THEIR OWN EXPENSE, SHALL CARRY AND
MAINTAIN, FOR THE DURATION OF THE PROJECT, ALL
INSUR4NCE, AS REQUIRED AND LISTED, AND SHALL NOTCOMMENCE WITH THEIR WORK U
M1L h1EY HAVE PRESENTED AN
ORIGINAL CERIIFlCATE OF INSURANCE STATING ALL COVER4GES
TO THE OWNER. REFER TO hIE MASTER AGREEMENT FORREQUIRm INSURANCE LIMITS.
2. 1HE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED O
N ALL POLICIES.
3, CONTRACTOR MUST PROVIDE P
ROOF OF INSURANCE.
ARCHITECTURAL SYMBOLS
STORAGE
38
3
DETAIL REFERENCE KEY
REFER TO
DR4WING DETAIL N
UMBER
EXISTING N.I.C.
4
RE: 2/A-3
-3
SHEEP NUMBER OF ~EfAIL
ADJ ADJUSTABLE
AGL ABOVE GROUND LINE
&
AND
A~PPROX ATPROXIMATE
BTS BASE TRANSMISSION
STATIONCA6
CABINETCLG
CEILINGCONC
CONCRETE
CONT
CONTINUOUS
DIA OR 0
DIAMETERDWG
DRAWINGEA
EACHELEC
ELECTRICALELEV
ELEVATIONEQ
EQUAL
EQUIP EQUIPMENT
EGB
EQUIPMENT GROUND &4R
(E)
EXISTING~(7
EXTERIOR~
FINISHED FLOOR
GA
GAUGE
GALV GALVANIZED
GC
GENERAL CONTRACTOR
GRND
GROUND
Mpx
MAXIMUMMECH
MECHANICALMW
MICRQWAVE DISHMFR
MANUFACTURER
MGB
MASTER GROUND BAR
MIN MINIMUM
MTL
METAL(N)
NEW
NIC NOT IN
CONTRACTNTS
NOT TO SCALE
OC
ON CENTER
OPP
OPPOSITE(P)
PROPOSED
PCS
PERSONAL COMMUNICATION
SYSTEMPPC
POWER PROTECTION
CABINETSF
SDUARE FOOT
SHT
SHEET
SIM SIMILAR
SS
STAINLESS STEELSTL
STEELTOC
TOP OF CONCRETE
TOM
TOP OF MASONRY
11P TYPICAL
VIF VERIFY IN
FIELDUON
UNLESS OTHERWISE NOTED
WWF
WELDED WIRE FABRIC
W/
WITH
~ ~Mob~e ~
T-MOBILE NORTHEAST, LLC
35 GRIFFIN ROAD SOUTH
BLOOMFIELD, CT 06002
OFFICE: (860)692-7100
FAX:(8b0) 692-7159
. TLANTIS
G R O U P
1340 Centre
Street, Suite 212
Newton Center,
MA 02459
Office: 617-965-0789
Faz: 617-213-5056
SUBMITTALS
DATE
D6CRIPTION
REVISION02/f 9/15
55Um ibR REVIEW
A
m/ze/ts
nr~ cn
o
owr. one
aaa•o aEvisa's
RFE
ra wN.zawNcoas
wr+mc~ ~.
PROJECT N0:
CT11334A
DRAWN BY:
FG
CHECKED BY:
SM
~,```~~ G~NNFcT~~~
► 4' ~
~~C°. S
*~
'~ '~~• RRt. ~116,'~y~
:~U~
BO~~~~~ ~~~~\~,~h
PROFESSIONAL SEAL
THIS DOCUMENT IS T
HE CREATION,
DESIGN, PROPERN ANO COPYRIGHTED
WORK OF T-MOBILE. A
NY DUPLICATION
OR USE WITHOUT EXPRESS WRITTEN
CONSENT IS STRICTLY PROHIBITED.
SITE NUMBER
CT1 1 3
34A
SITE NAME
STAMFORD-3/HOPE ST
SITE ADDRESS
652 GLENBROOK ROAD
STAMFORD, CT 06907
SHEET TITLE
GENERAL
AND ELECTRICALNOTES
SHEEP NUMBER
N-1
EXIST BUILDING
EXIST EQUIPMENT
SHELTER
(BY OTHERS)
i~—
A
/~~9
— _ _
Mp~,~, p
7aM~ ~ i
EXIST METROPCS
EQUIPMENT AREA
EXIST BULKHEAD
EXIST CABLE TRAY
(BY OTHERS)
EXIST ROOF ACCESS DOOR
(eJ (~o) i sus" co,~x cae~es
(Ei (3) ~5 Hl'BP.ID
FIEER CO?3
RGUTEQ IN (
E) C>1BLE TRAY
EXIST T-MOBILE
GPS UNIT MOUNTED
TO EXIST RAILING
EXIST T -
MOBILE
200AMP PANEL
E7ClST T -MOBILE
RBS 3106 CABINET TO REMAIN
EXIST T-MOBILE
S120D0 CABINET TO REMAlN
~(E) ERICSSOIJ
(;41R2 i E4,afE~f') AIJTEIVNA
(E1 CAT\NA~J<
~
61V (El
FiPE I✓~OUN7
RAILIhIG(ll'P.
1 /SECTOR
10T,=.L Of' 3
)
~El ERIC~~ON ~AIR_1
L-:;, B4Pl
AN~~ENNa ,vv~ ooaa Th•~~~
~~ (n P. ~i~FCTo~:. roTa~ o~
m
(P) COMMSCOPE LNX-6515DS—VTM ANTENNA
AND RRU (S11—B12) TO REPLACE
(E) EMS (RR90_17_02DP) ANTENNA 2
3
(TYP. 1/SECTOR ,TOTAL OF 3)
A—'J A-3
EXIST EMPTY
EQUIPMENT PLATFORM
(BY OTHERS)
ELEVATION VIEW ~2~
° Zo
ao so
SCALE: 1" = 20'-0" (11x17)
A—~
SCALE 1"=2a~(~~x~~7
1 ~ = 10~-0~ ~24X36~
SCALE 1"=10' (2
4x36)
SITE LEGEND
—
SffE PROPERTY LINE
STREET OR ROAD
X —
CHAIN LJNK
FENCE
OPAQUE WOODEN FENCE
—~ BOARD ON BOARS FENCE
DECIDUOUS TREES/SHRUBS
EVERGREEN TREES/SHRUBS
~'~-,~ TREE LINE
~(
UTILITY POLE
(E)
IXISTING
(N)
NEW
(P)
PROPOSED
(F)
FUTURE
PROP. LTE A
MENNA
PROP. UMTS/GSM ANTENNA
IX. GSM ANTENNA
IX. UMTS ANTENNA
~E) IU8'-10" NIGH WAIER YANK
~E) C~111N,~Lli H;~ILING
GENERAL 51TE NOTES:
1. SITE INFORMATION WAS OBTAINED FROM A FlELDINVESTIGATION PERFORMED BY ATLANTIS GROUP, INC.CONTRACTOR TO FlELD VERIFY DIMENSIONS AS NECESSARYBEFORE CONSTRUCTION.
2. THE PROPOSED DEVELOPMENT DOES NOT INCLUDESIGNS OF ADVERTISING.
3. THE PROPOSED DEVELOPMENT IS UNMANNm AND
THEREFORE DOES NOT REQUIRE A MEANS OF WATERSUPPLY OR SEWAGE DISPOSAL.
4. NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTIONWITH THIS DEVELOPMENT OTHER THAN THAT WHICH ISSHOWN.
5. THE PROPOSED DEVELOPMENT DOES NOT INCLUDEOUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES.
6. U1ILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS
RECORDS AND FIELD LOCATION OF VISIBLE SURFACEFEATURES.
THE EXISTENCE, EXTENT AND IXACTHORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES HASNOT BEEN VERIFlED. ANY COMRACTOR PERFORMING WORKON THIS SITE MUST CONTACT ~ALL_SEFORE YOU DIGTHREE WORKING
DAYS PRIOR TO COMMENCING WORK.
7. ALL OBSOLETE OR UNUSED FACWTIES SHALL B
EREMOVED WITHIN
12 MONTHS OF CESSATION
OF
OPERATIONS.
TOF _~F EXISTING
WATER TAIVF.
~
RAD CENTER OF
(P~ _T—MOBILE ANTENNAS
ELEV; 85-'~AGL~
(P) COMMSCOPE LNX-6515DS—VTM ANTENNA
3
2
AND RRU (S11—B12) TO REPLACE
(E) EMS (RR90_17_02DP) ANTENNA
A-3 A-3
(TYP. 1/SECTOR ,TOTAL OF 3)
(E) ERI~:SSOV
~Alr~l S_'F,,~84~F)
NNTENNA ANC?
DDB } TIC-9:A
(TYF_ 1 SD~TOR
I~~TAL OF 31
(E? ERIC; .SC1N
f,AIR 1
B4A,'B F') ~~.NTENNA
ON ~C) PIPE
~1CUNT(7YR.
1JSECT~~
TOTAL OF ~)
(Ei (ao) 5~s" coax cae~Es
~E) (~} ;:-e ~=t~~iu
Fi~Er~ coaxRc3UTED
OIV W,4TEP-. T
ANK LEG
EXIST T-MOBILE
512000 CABINET TO REMAIN
EXIST T-M081LE GPS
UNIT MOUNTED TO EXIST RAILING
EXIST EQUIPMENT SHELTER
~(BY OTHERS)
EXIST METROPCS
EQUIPMENT AREA
El R~QF LE~IEL
~-
— — — — — — — — — — — — — — — —
EXIST T-MOBILE
EQUIPMENT FRAME
.:ROUND l_-VEL
` tL'cV -
i7'
I ~ ~~GLI
ELEVATION VIEW
~'2~
o z°
4° 6°
SCALE: 1" = 20'-0" (11x17)
Q-1
SCALE 1"=20'(N~cl'n
1~ = 90~-0~ ~24X36~
SCALE 1"=10'(24x3fi)
~1Vlobi~T-MOBII.E NORTHEAST, LLC
35 GRIFFIN ROAD SOUTH
BLOOMFIELD, CT 06002
OFFICE: (860)692-7100
FAX:(860J fi92-7159
. TLANTIS
G R O U P
1340 Centre
Street, Suite 212
Newton Center, M
A 02459
Office: 617-965-0789
Faz: 617-213-5056
SUBMITTALS
DATE
DESCRIPTION REVISION
OTf19/15 LSSIim Fpp gEVIEN
A
O=/Pl~i3 FlW1L W
4
DEPT. 441E
PPP'D FEV151015
PeE
~ ~.
ZONRlG
OPS
CON512
511E IL.
PROJECT N0:
CT11334ADRAWN BY:
FG
CHECKED BY:
SM
,01891 I ~
~~~,
d~ F GON . F ~i
~~s~ ~E~N Vq ~ ~.T~~,'~
►h4' 05
; 0~:, '~
~'L~e 2
*~
~. 'P~
,~6`~'%~ C~ o~~,.~~ • ~•
RR1.11 .~,~~t/~~,
so' ~~ 0 ~ ~~~~~~~
PROFESSIONAL SEAL
THIS DOCUMENT IS THE CREATION,
DESIGN, PROPERTY AND COPYRIGHTEDWORK OF T-M081LE. ANY DUPLICATION
OR USE WITHOUT EXPRESS WRITTEN
CONSENT IS STRICTLY PROHIBITED.
SITE NUMBER
CT1 1334A
SITE NAMESTAMFORD-3/HOPE ST
SITE ADDRESS
652 GLENBROOK ROAD
STAMFORD, CT 06907
SHEET TITLE
COMPOUND PLAN
AND
ELEVATION
SHEEP NUMBER
A-1J
ACCESS
DRIVEWAY
PROJECT
LOCATION
KEY PLAN
~SCALE: N.T.S.
Q— ~
REFER TO STRUCTURAL ANALYSIS
REPORT DOCUMENT
ENTITLED, "STRUCTUR4L ANALYSIS
REPORT WATERTANK"
PREPARED BY ATLANTIS G
ROUP, INC., "
T—MOBILE SITE ID
CT11334A", DATED FEBRUARY 23, 2015
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QUAD POLE
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~
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COMMSCOP~
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DUAL POLE
C?UAD POLE
ERIC~SON
m
QUAD POLE
PROPOSED ANTENN
ANTENNA PLAN
iSCALE: N.T.S
A-3
Pyz,M~ H H°~
ERICSSQN
~Q QUAD POLE
ERICSSOPIQUAD ~~~LE
EI~4 SC~UAQ
SOLE
~~~~~
4UaD POLE
ERICS~ON
~ G~U~\D
SOLE
~ COMMSCOPE
DUAL POLE
(P) ANTENNA
(P) DOWNTILT K
R
(E) MOUNTING PIPE
(P) RRU
(El PIPE S
UPFOkT
~R~SS ELATE (T'rf
RRUS 11 B
12 DETAILS ~3~
scams: N.r.s A-3
ANTENNA MOUNT DETAIL
4scacE: N.rs
A-3
~~ r>l~~i lc~~ .
T-MOBILE NORTHEAST, LLC
35 GRIFFIN AOA➢ SOUTH
SLOOMFIEi.D, CT 06002
OFFICE: (860)692-7100
FAX:(860) 692-7159
. TLANTIS
G R O U P
1340 Centre
Street, Suite 212
Newton Center, M
A 02459
Office: 617-965-0789
Faz: 617-213-5056
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PROJECT N0:
CT11334ADRAWN BY:
FG
CHECKED BY:
SM
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PROFESSIONAL SEAL
THIS DOCUMENT IS THE CREATION,
DESIGN, PROPERTY ANA COPYRIGHTEDWORK OF T -MOBILE. AN
Y DUPLICATION
OR USE WITHOUT EXPRESS WRITTEN
CONSENT IS STRICTLY PROHIBITED.
SITE NUMBER
CT1 1334A
SffE NAME
STAMFORD-3/HOPE ST
SITE ADDRESS
652 GLENBROOK ROAD
STAMFORD, CT 06907
SHEEP T1TLE
ANTENNA
PLAN AND
DETAILS
SHEET NUMBER
A-2
~0 1 OO
OO ~~ ~ O~
~ ~_
~.IIIIII~~~~~ ~I'I'~■
TOP
_"•~ -
SIDEVIEW FRONT VIEW
TOPVIEW
MANUFACTURER:COMMSCOPE
MODEL NO.:
LNX-6515DS—VTM
DIMENSIONS — HxWxD, (IN) 96x11.85x7.1
COMMSCOPE ANTENNA DETAIL ~2
scare: N.r.s A-3
1.85" ~^~ 7.1"
ISOMETRIC
GROUNDING SCHEDULE~1
E MGB BUSSHAR
1
(E) ~2AWG BARE TINNED SOLID
COPPER CONDUCTOR02
BONDED TO GROUND RING
(GROUND CABINETS PER
MANU. SPECS)
03 (E) SECTOR G
ROUND &QR
CONDUIT SCHEDULE
El
(E) POWER CONDUIT
(E) 3#6+1#SG IN (
P) 2" CONDUIT
B B
2 4
NOTES: A
P
A. PROVIDE #2AWG GROUNDING CONDUCTOR, U.O.N.B. DO
NOT INSTALL GROUND KIT AT BEND. DIRECT
GROUND WIRE S
OWN TO ANTENNA BUSS&4R.
(E) TMA
C. PROVIDE GROUNDING ELECTRODES IN QUANTITY,
(1 PER SECTOR, 3
TOTAL)TYPE A
ND SIZE AS INDICATED O
N SITE
--GROUNDING PLAN.
D.,4DD COAX GROUND KR CONNECTION TO
BUSSBAR WHEN LENGTH O
F COAX RUN
(FROM EQUIPMENT TO ANTENNA) IS
----
~~ ~-
GREATER THAN 2p,_0"
E. GROUND HCS BOX W
/ #~AWG GROUNDING
CONDUCTOR ATTACHED TO GOOD GROUND AS
DIRECT AND SHORT AS POSSIBLE. USE GREENSrRAN~ED INSULATED CONDUCTQR TO CONNECTTO BUSSBAR/GROUND
HALO OR BARE T
INNm
~';SOLID COPPER CONDUCTpR TO CONNECT TOGROUND RING.
—~
(E? GRQUI~I~
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~
~~ ~
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(E) ANTENNA
(2 PER SECTOR, 6
TOTAL)
(P) ANTENNA
(1 PER SECTOR, 3
TOTAL)
(E) HCS
(1 PER SECTOR, 3
TOTAL)
(P) RRU
(7 PER SECTOR, 3
TOTAL)
V
l
— ~ ~~
(E) (~~0)
i ;:-~5"
COAX CAELES
~(E) ~3) ;
-'B~HY~RID FI6EF
CO,~X
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GROUNDING DIAGRAM
~SCALE: N.T.S
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1
Bj B; B
4~ 2.4
~~ Trunk Cable
A.
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C
T~
I IR
812'1
Tower
Ground
Existingcoax to feed
LMUs
~
6131ect
AAV
CSR
LMU
Batt
TRUNK FlBER
NOTES:1. IN GENERAL THIS CABLE WILL HANDLE SIMILARLY TO ~~" COAXIAL CABLE, AND SIMILAR INSTALLAl10N TECHNIQUES APPLY. AllCABLE ARE WDNIDUALLY SERIALIZED, BE SURE TO HRffE DOWN THE CABLE SERIAL NUMBER FOR FUTURE REFERENCE.
2. THE TERMINATED FlBER ENDS (hIE BROKEN OUT FlBERS PLUS CONNECTORS) HOWEVER ARE FRAGILE, AND hiESE MUST BEPROTECTED
DURING THE INSTALLATION PROCESS.
3. LEAVE THE PROTECTIVE T
UBE AND SOCK AROUND THE FlBER TAILS A
ND CONNECTORS IN
PLACE DURING HOISTING AND
SECURING THE CABLE. R
EMOVE THIS O
NLY JUST PRIOR TO
MAKING THE FINAL CONNECTIONS TO THE O
VP BOX.
4. DO NOT B
END h1E FlBER
ENDS (IN T
HE OR4NGE fURCATION
TUBES) TIGHTER THAN 3'+" (19MM) BEND RADIUS. ELSE T
HERE IS
A RISK O
F BREAKING T
HE GLA55 FlBERS.
5. BE SURE THAT T
HE LACE U
P ENDS AND FlBER
CONNECTORS ARE NOT DAMAGED
B1' ATTACHMENT OF A HOISTING GRIP O
RDURING T
HE HOISTING PROCESS. ATTACH A
HOISTING GRIP ON THE JACKETED
CA6LE NO LESS THAN 6
INCHES BELOW THE
FlBER BREAKOUT POINT. IF A
HOISTING GPoP IS NOT EASILY ATTACHED, U
SE A SIMPLE I1NE ATTACHED
BELOW THE FIBER
BREAK—OUT POINT (I.E. AT T
HE C46LE O
UTER JACKET). PREVENT T
HE FlBER TAILS (IN PROTECTIVE T
UBE) AT T
HE CABLE E
ND
FROM UNDUE MOVEMENT DURING
HOISTING BY SECURING T
HE PROTECTNE T
UBE (Wlhl OUTER S
OCK) TO THE HOISTING
LINE6. DURING
HOISTING ENSURE THAT T
HERE IS A
FREE PATH AND THAT T
HE CABLE, A
ND ESPECIALLY T
HE FlBER
ENDS, WILL NOT B
ESNAGGED ON TOWER MEMBERS OR OTHER
OBSTACLES.7. INSTALLATION T
EMPERANRE RANGE IS —
22P TO 158E (
-30C TO +70C).
8. MINIMUM CABLE B
END R4D11 ARE 22.2" (
565MM) LOADED (WITH TENSION
ON THE CABLE) ANA
11.1" (280MM) UNLOADED.
9. MAXIMUM CABLE TENSILE LOAD IS 3
560 N (
800 LB) S
HORT TERM (DURING INSTALL,4ilON) A
ND 1070 N (
240 LB) L
ONG TERM.
10. COMMSCOPE NON LACE U
P GRIP R
ECOMMENDED FOR
MDNOPOLE INSTALLATIONS.
11. MAXIMUM HANGER SPACING 3Ff (0.9
M).
HYBRID FlBER/POWER J
UMPER NOTES:
1. IN GENERAL THIS CABLE WILL H
ANDLE SIMILARLY TD A ~§" COAXIAL CABLE.
2. THE TERMINATED
FIBER ENDS HOWEVER ARE FRAGILE A
ND MUST BE PROTECTED
DURING INSTALLATION. LEAVETHE PACKAGING A
ROUND THE FlBER
ENDS IN
PLACE UNTIL REP,~Y TO CONNECT THE JUMPER 6ETWEEN
OVP AND
RRU OR BBU.
3. DO NOT B
END THE FlBER
BREAKOUT CABLE (BETWEEN THE
MAIN CAELE A
ND THE FIBER C
ONNECTOR) TIGHTER
THAN ~" (19MM) RADIUS, ELSE T
HERE IS A
RISK OF BREAI4NG T
HE GLASS.
4. ATTACH THE MAIN
CA6LE SECURELY TO THE STRUCTURE O
R EQUIPMENT USING
HANGERS AND/OR CABLE T1ES
TO PREVENT STRAIN
ON CONNECTIONS F
ROM MOVEMENT IN
WIND OR SNOW/ICE CONDITIONS.
5. ENSURE THE LC FfBER
CONNECTORS ARE SEATED
FlRMLY IN PANEL IN
OVP OR IN
EQUIPMENT.6. INSTALLATION TEMPERATURE R
ANGE IS -
22F TO
158E (-30C TO 70C).
7. MINIMUM CABLE B
END RADII A
RE 10.3 INCH (
265MM) LOADED (WITH TENSION
ON THE CABLE) A
ND 5.2 INCH
(130MM) UNLOADED.
8. MAXIMUM CABLE TENSILE LOAD IS 3
50 LB (1560N) S
HORT TERM (DURING INSTNW~TION) A
ND 105 LB (
470N)
LONG TERM.
9. STANDARD LENGTHS AVAILABLE A
RE 6 FEET, 1
5 FEET A
ND 20 FEET
702CU CONFIGURATION
COAX/FIBER PLUMBING DIAGRAM
~~~
SCALE: N.T.S
E—
T-MOBII.E NORTHEAST, LLC
35 GRIFFIN ROAD SOUTH
BLOOMFILLD, CT Q6002
OFFICE: (860)592-7100
FAX:(860) 692-7159
. TLANTIS
G R O U P
1340 Centre
Street, Suite 212
Newton Center, M
A 02459
Office: 617-965-0789
Fax: 617-213-5056
SUBMITTALS
DAlE
DESCRIPTION REVISION
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CT11334A
DRAWN BY:
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PROFESSIONAL SEAL
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HE CREATION,
DESIGN, PROPERTY ANO COPYRIGHTED
WORK OF T -MOBILE, A
NY DUPLICATION
OR USE WITHOUT EXPRESS WRITTEN
CONSENT IS STRICTLY PROHIBITED.
SITE NUMBER
CT1 1334A
SITE NAME
STAMFORD-3/HOPE ST
SITE ADDRESS
652 GLENBROOK ROAD
STAMFORD, CT 06907
SHEET TfTLE
GROUNDING AND
POWER ONE LINE
DIAGRAM
SHEET NUMBER
E-1
~~
TYPE—YGIBS TYPE—YAC3L—ZIC36
TYPE—KC 7DTPE—BD18G92
TYPE—KC 10 PIPE RAT SIIRA~E
BURNDY GROUNDING DETAILS
i
SCALE: N.TS. E-2
0 o O
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o
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TlPE YGHRSBC2W-3 TYPE YGHPSBC2W-2
COMPRESSION GROUND COMPRESSION GROUND
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TAP CONNECTOR CPBLE TO ROD i
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C4BLE TO PIPE
OTYPE YGHC-C
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BURNDY GROUNDING PRODUCTS ~~
SCALE: N.T.S. E-2-
~
r~
11' 11'
1~ 11'
~ 11'
T
11' 11'
h
_~_
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11' J
11' H
11' h
11' 11'
h
CADWELD GROUNDING CONNECTION PRODUCTS
SCALE: N.T.S.
TERMINATION TYPES:
~~
A. MECHANICAL COMPRESSION LUG
ca
a
~
~Q~ ~
<v=B. D
OUBLE BARRELL C
OMPRESSION
==
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p
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ry
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COPPER
B OR C
B OR C
C
A, C, OR D
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B OR C
A A, C, O
R D
~2/0 STRANDED
GRNDG
ELECTRODE CONDUCTOR
A
A, C, OR D
A
MASTER GROUND BAR
C
A A
STRUCTURAL OR TOWER STEEL A, C, O
R D
A, C, OR D
A, C, OR D
GROUND RING
C
C
C
GROUNDING TERMINATION MARTIX
~E-2
STAINLESS STEEL HARDWARE
TWO HOLE C
OPPER
COMPRESSION TERMINAL
GROUNDING CABLE X
GROUND BAR
ELEVATION x-x
STAR WASHER (TYP)
~qT WASHER (TYP)
NUT (TYP)
Yz° x1Y° HEX
BOLT
GROUND BAR
GROUNDING CABLE
EXPOSED BARE C
OPPER TO
BE KEPT TO
ABSOLUTE
SECTION "A-A"
MINIMUM, NO INSULATION
ALLOWED WITHIN
THE
COMPRESSION TERMINAL (TYP.)NOTES:
1. OXIDE INHI61T1NG COMPOUND TO
BE USED AT ALL LOCATIONS.
#2AWG WITH
LONG BARREL COMPRESSION
LUGS, USE STAR
WASHERS, LOCKWASHERS, AND STAINLESS STEEL
HARDWARE TO
SECURE TO
EXTERNAL GROUND BAR
BY GENERAL CONTR4CTOR.
NEW COAXIAL G
ROUND KITS WITH
LONG BARREL COMPRESSION
LUGS WITH T
WD (2) 3/8"0 BOLTS A
ND LOCK WASHERS SIMIL4R
TO ANDREW 3241088-9.
NEW COPPER GROUND BAR
INSTALLED BY GENER4L CONTRACTOR.
c M~~i o
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e •1Vlobile e
T-MOBILE NORTHEAST, LLC
3i GRIFFIN ROAD SOUTH
acooMeiei.D, cr oeaozOFFICE: (860)692-7100FAX:(860) 692-7159
. TLANTIS
G R O U P
1340 Centre
Street, Suite 212
Newton Center, M
A 02459
Office: 617-965-0789
Fax: 617-213-5056
OEDr. 441E
APP'D REV190IS
~yZ^~Typ~ #2 BARE SOLID-TINNED
COPPER CONDUCTOR TO GROUND BUS.
R~~ wH.
ZONING
NOTES: °~
car~sm.i. ALL
HARDWARE STAINLESS STEEL C
OAT ALL S
URFACES WITH
KOPR-SHIELD BEFORE MATING.
s~ ~.
2. FOR GROUND BOND TO
STEEL ONLY: INSERT A TOOTH WASHER BETWEEN
LUG AND
PROJECT N0:
CT11334ASTEEL, COAT ALL S
URFACES WITH
KOPR-SHIELD.3. ALL
HOLES ARE COUNTERSUNK Jyfi°.
DRAWN BY:
FGCHECKED BY:
SM
TYPICAL GROUND BAR CONNECTIONS DETAIL
SCALE: N.T.S. E 42
5,~~~ C
ONAf ~~~~/~
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MONOPOLE
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(2) ~2 TO MNN GROUND 84R
O~f'
y ~~~cfi Fri ;~~*~
E #2 IN ~
' C
M41N GROUND BAR
TO GROUND RING
(HERDER GT. NO iGBI142220G)
PROFESSIONAL SEAL
~._4.
O O O O O O O O O O O O O
THIS DOCUMENT IS T
HE CREATION,
~
0 0 0 0 0 0 0 0 0 0 0 ~
DESIGN, PROPERTY AND COPYRIGHTED
WORK OF T-MOBILE. ANY DUPLICATION
~~ ~NP~
HOLE FOR OR USE WITHOUT EXPRESS WRITTEN
MOUMING BRACKET
CONSENT IS S
TRICTLY PROHIBITED.
MAIN GROUND BAR HOLE CONFIGUR4TION
GROUND BAR DETAIL
5
SCALE: N.T.S. E-2
S.S. NUT
S.S. LOCK WASHER
~ggEL~1"~
1" MIN.
—~
—
LHEAT SHRINI
ROUND BAR
.S. FLAT WASHER
S. BOLT
LUG NOTES:
1. ALL HARDWARE IS
18-8 STAINLESS
STEEL, INCLUDING LOCK WASHERS.
2. ALL HARDWARE SHALL BE S.S. ~
"~
OR LARGER.
3. FOR GROUND BOND TO STEEL ONLY:
INSERT A DRAGON TOOTH
WASHER
BETWEEN LUG
AND STEEL. COAT ALL
SURFACES WITH
ANTI—OXIDIZATIONCOMPOUND PRIOR T
O MATING.
GROUND BAR DETAIL
6
SCALE: N.T.S. E-2
SITE NUMBER
CT1 1 3
34A
SfiE NAME
STAMFORD-3/HOPE ST
SITE ADDRESS
652 GLENBROOK ROAD
STAMFORD, CT 06907
SHEEP TITLE
GROUNDING DETAILS
SHEEP NUMBER
E-2
STRUCTURAL ANALYSIS REPORTWATE RTAN K
~. TLA~lTI~r~~~~
Prepared For:
35 Griffin Road South
Bloomfield, CT 06002
Site Name: Stamford-3/Hope St652 Glenbrook Road
Stamford, CT 06907
February, 2015
Prepared By:Atlantis Group, Inc.
1340 Centre Street, Suite 212Newton, Massachusetts 02459
Phone: 617-965-0789, Fes: 617-213-5056
• :t=s No. \ ~ -'
~blVALE ,. ~i
02/25/2015
T~A~NTI'R +Q l~ F"
Complete Design Services forWireless Telecommunications Networks
CT ll 334A—Structural Analysis
CONTENTS
1.0—SUBIECTAND REFERENCES
2.0 —EXISTING AND PROPOSED CONFIGURATION
3.0—CODES AND LOADING
4.0—STANDARD CONDITIONS FOR ENGINEERING SERVICES ON EXISTING STRUCTURES
5.0 —ANALYSIS AND ASSUMPTIONS
6.0 —RESULTS AND CONCLUSION
APPENDIX
A —PHOTOS AND CALCULATIONS
1340 Centre Street, Suite 212Newton, Massachusetts 02459
Phone: 617-965-0789Fax: 617-213-5056
TL~i+JTISG R ~ ~ P
Complete Design Services forWireless Telecommunications Networks
31Pa~e
1.0 SUBJECT AND REFERENCES
CT11334A—Structural Analysis
The purpose of this analysis is to evaluate the structural capacity of the existingwatertank located at the 652 Glenbrook Road, Stamford, CT 06907 for modifications to anexisting wireless telecommunications equipment installation proposed by T-Mobile Northeast,L.L.C. (T-Mobile).
This report is based on the following:
• Construction Drawing for Site CT11334A prepared by TECTONIC Engineering &SurveyingConsultants P.C., dated June 27, 2012.
• "Network Modernization RFDS v3.0" for Site ID CT11334A prepared by T-Mobile.~ "Structural Certification-(Modernization Project)" for Site ID CT11334A prepared by
TECTONIC Engineering &Surveying Consultants P.C., dated May 10, 2012.• "Structural Analysis report" for Site ID CT2141(LTE) prepared by Hudson Design Group,
LLC. , dated June 24, 2011.
1.1 STRUCTURE
The existing watertank structure is at the top of a three-story a building. Currently,T-Mobile operates a wireless telecommunications facility at the site, located at the roof levelof the building. Three sectors of typical wireless telecommunications panel-style antennas havebeen installed onto sector frame mounts in Alpha, Beta, and Gamma sectors attached to thewatertank's catwalk. A structural steel equipment platform, also located at roof level,supports typical wireless telecommunications equipment cabinets.
2.0 EXISTING AND PROPOSED CONFIGURATION
Equipment Cabinets:
T-Mobile is not proposing any changes to the existing cabinet configuration.
1340 Centre Street, Suite 212Newton, Massachusetts 02459
Phone:617-965-0789Fax: 617-213-5056
T_~~ hlTl Complete Design Services for'~ ~ ~ ~ Wireless Telecommunications Networks
4 I P a g e CT11334A— Structural Analysis
Antennas:
Existing Configuration of T-MOBILE Appurtenances:
Rad.
Sector Center Antenna TMA/RRU Mount Type
(ft)
(1) Ericsson AIR21 B4A/B2P
Alpha 85 (1) Ericsson AIR21 B2A/B4P (1) dd B4 TMA ~1) Sector
(1) EMS DR65-18-02DP(Dummy) Frame
(1) Ericsson AIR21 B4A/B2P (1) Sector
Beta 85 (1) Ericsson AIR21 B2A/B4P (1) dd B4 TMA Frame
(1) EMS DR65-18-02DP(Dummy)
(1) Ericsson AIR21 B4A/B2P (1) Sector
Gamma 85 (1) Ericsson AIR21 B2A/B4P (1) dd B4 TMA Frame
(1) EMS DR65-18-02DP(Dummy)
Proposed and Final Configuration of T-MOBILE Appurtenances:
Rad.
Sector Center Antenna TMA/RRU Mount Type
(ft)
(1) Ericsson AIR21 B4A/B2P (1) dd B4 TMA (1) Sector
Alpha 85 (1) Ericsson AIR21 B2A/B4P
(1) Commscope LNX-6515D5-VTM ~1) S11 B12 RRU Frame
(1) Ericsson AIR21 B4A/62P (1~ dd B4 TMA (1) Sector
Beta 85 (1) Ericsson AIR21 B2A/B4P
(1) Commscope LNX-6515D5-VTM ~1) 511 B12 RRU Frame
(1) Ericsson AIR21 B4A/B2P (1) dd B4 TMA (1) Sector
Gamma 85 (1) Ericsson AIR21 B2A/B4P
(1) Commscope LNX-6515DS-VTM ~1) S11 B12 RRU Frame
1340 Centre Street, Suite 212Newton, Massachusetts 02459
Phone:617-965-0789Fax:617-213-5056
. T~~~TI~'fit t7 I~ F'
Complete Design Services forWireless Telecommunications Nettyorks
51PaQe
3.0 CODES AND LOADING
CT11334A—Structural Analysis
The analysis is in accordance with the following codes and loading as adopted in Connecticutfor Fairfield County:
~ 2005 State Building Code with 2005 Addendum and 2013 Supplement, InternationalCode Council
• Minimum Design Loads for Building and Other Structures ASCE/SEI 7-02, AmericanSociety of Civil Engineers
• Specifications for Structural Steel Buildings —Allowable Stress ANSI/AISC 335-89s1,American National Standards Institute/American Institute for Steel Construction
• Structural Standards for Steel Antenna Towers and Antenna SupportingStructures — TIA/EIA-222-F
• Basic Wind Speed: 85 mph
• Flat Ground Snow Load: 30 psf
4.0 STANDARD CONDITIONS FOR ENGINEERING SERVICES ON EXISTING STRUCTURES
The analysis is based on the information provided to Atlantis Group and is assumed to becurrent and correct. Unless otherwise noted, the structure and the foundation system areassumed to be in good condition, free of defects, and can achieve theoretical strength.
It is assumed that the structure has been maintained and shall be maintained during itsservice. The superstructure and the foundation system are assumed to be designed withproper engineering practice and fabricated, constructed, and erected in accordance with thedesign documents. Atlantis Group will accept no liability which may arise due to any existingdeficiency in design, material, fabrication, erection, construction, etc., or lack of maintenance.Contractor should inspect the condition of the existing structure, mounts and connections andnotify Atlantis Group for any discrepancies and deficiencies before proceeding with theconstruction.
The evaluation results presented in this report are only applicable for the previouslymentioned existing and proposed additions and alterations. Any deviation of the proposedequipment and placement, etc., will require Atlantis Group to generate an additional structuralevaluation.
5.0 ANALYSIS and ASSUMPTIONS
The structure is considered to have adequate strength for the proposed loading if the existingstructural members that will be used to support the proposed equipment are structurallyadequate per the applicable Code criteria or that the additions or alterations to the existingstructure do not increase the force in any structural element by more than 5%.
1340 Centre Street, Suite 212Newton, Massachusetts 02459
Phone: 617-965-0789Fax: 617-213-5056
T~.AP'+lTIF~ C3 _L1 P
Complete Design Services forWireless Telecommunications Networks
61Page
6.0 RESULTS and CONCLUSION
CT11334A— Structural Analysis
Cabinets: T-Mobile is not proposing any changes to the existing equipment cabinetconfiguration. Therefore, the original analysis is still valid and no further evaluation isrequired.
Antenna Mounts The proposed T-Mobile antenna upgrade includes addition of (3) CommscopeLNX 6515D5-VTM antennas and (3) 5 11 B12 RRUs. The additional antennas and RRUs will beinstalled on mount pipes attached to existing mount frame in a similar manner as the existing.The proposed equipment will replace three (3) EMS DR65-18-02DP dummy antennas.
Based on an analysis of the existing and proposed installation pursuant to theabove-referenced Codes and standards, we have determined that the proposed changes willnot adversely affect the existing facility. The overall increase in horizontal forces due to theinstallation of antennas is significantly less than 10% allowed by the code. Thus, no furtheranalysis of the structure is necessary and it should be capable of supporting the proposedantennas.
Should you have any questions or need any clarifications about this report, please contactAtlantis Group at (617) 965-0789.
Sincerely,
Atlantis Group
'~ ~Y~,"_,: :*=:=~~~ R a~
.
"'/~~
02/25/2015
Dmitriy V. Albul, P.E.Connecticut Professional EngineerLicense Num. 26725
1340 Centre Street, Suite 212Newton, Massachusetts 02459
Phone: 617-965-0789Fax:617-213-5056
APPENDIXA
PHOTOS AND CALCULATIONS
Existing sector mount—Alpha sector
Existing sector mount —Beta sector
14'
2' 2'-6" 2'-6" 2' 2'
m Antenna 4.=85'
RRUAnt.#3
Ant.#2Ant.#1 2" STD. Pipe (TYP.)
14'
MOUNT FRONT VIEW
ant.#1
Catwalk 2" STD. Pipe (TYP.)14'
Watertank
MOUNT SIDE VIEW
SITE ID: CT11334A(All dimensions scaled from photos)
page 1 of 3
Site ID: CT11334A Calculation sheet ~ -~~~~, -r~
Client: T-Mobile ~ ~ ~y ~y
Horizontal Frame Member Capacity Calculations
F(frame)
Ra ~ F4~r"~ I F ~ t1 I ~F a~ t2 ~ Rb 1 F ~ t3i ~ r
A~'` L1 L2 L3 L4 `'~ L5
L~frame)
Proposed LNX6515DS
Antenna (#1)
Length 96.4
Width 11.9
Weight (antl) 50.3
Flat or Round flat
Ca= 1.4
CaAa= 11.4
F(antl)= 277
F(antl)/2= 139
Proposed RRU S11 B12
Length 20
Width 17
Weigh(rru) 50.7
Flat or Round flat
Ca= 1.4
CaAa= 3.3
F(rru)= 80
F(rru)/2= 40
L1= 2
L2= 2.5
L3= 2.5
L4= 2
L5= 2
in
in
Ibs
RZ
Ibs
Ibs
in
in
Ibs
RZ
Ibs
Ibs
Ft
R
Ft
ft
Existing Antenna
~#Z~ Air 2164A/B2P
Length 56.2
Width 12.1
Weight (ant2) 91.5
Flat or Round flat
Ca= 1.4
CaAa= 6.6
F(a nt2)= 160
F(ant2)/2= 80
Existing Frame 2" STD. PIPE
Length 14
Width 2.375
Flat or Round round
S= 0.53
Fy= 35
Ca= 1.2
CaAa= 3.3
F(Frame)= 81
in
in
Ibs
RZ
Ibs
Ibs
Ft
n
n^3
<s i
tz
bs
Existing Antenna
(#3) Air 21B2A/B4P
Length 56.2
Width 12.1
Weight (anti) 91.5
Flat or Round flat
Ca= 1.4
CaAa= 6.6
F(ant3) = 160
F(ant3)/2= 80
Height above
ground Z= 85
Wind speed V= 85
qz= 24.24
G h= 1.0
in
in
Ibs
ftZ
Ibs
Ibs
Ft
mph
PSF
Reactions
Ra= 91 Ibs
R b= 228 I bs
Moments
M max= 307.2 IbsTft
M resist= 924 Ibs*ft
Percent capacity 33.2
Member is adequate
Page 2 of 3
Site ID: CT11334A Calculation sheet ~ TL~1fVTISClient: T-Mobile ~ R C> l.3 P
~z = ~,i~(~~~C~ x K~ ~e V` ~P~f~
'U~f 6~~ r~:
TIA/EIA ~~~-F Sec 2.x.3
a ~
~~ — ~~
z — H~i~ht ~bc~~e ~~r~er~ge groU~d ~~v~l ~c~ midpoint of tFie ~ee~i~n ~ft~
'ri7 —Basic wind sp~e~~ ~~r the ~tru~tur+e I~~cati~r~ ~r~ph~
~`~ _ ~~ G~ ~c G~; ~c t~i~ ~Ibs~ TI~JEIA ~.~2-F Sec. 2.3.E
~,,~ — Pr~j~e~ted area
C;~ — ~~rce ~c~~ffici~r~
~~, — Yi~~d ;~tr~~gt~ (~si~
S — E'-Ctic]fl I?~iQC~U~~S ~II3.3~
~`''~rr~zx = ~F~ ~'~ L~ (1f~5~`f~~
L~ — Prr'I~m~nt ~rrr~ ~~t}
All calculations are in accordance with TIA-EIA-222-F, based on the information provided by client.
Page 3 of 3
Product Specifications C~MMSC~9PE'
LNX-651 SDS-VTMAndrcwt~ Antenna, 698-896 MHz, 65° horizontal beamwidth, RET compatible
• Excellent choice to maximize both coverage and capacity in suhurban and rural
. ~ applications
~~ ~- ~ ~ , . Fully compatible with Andrew remote electrical tilt system for greater OpEx savings
• ~ + Exceptional horizontal pattern roll-oFf and strong front-[o-back retlo
Extended bandwidth allows one antenna to serve multiple frequency allocations
• Great solution to maximize network coverage and capacity
The RF connectors are designed for IP67 rating and the radome for IP56 rating
Electrical Specifications
Frequency Band, MHz 698-806 806-896Gain, dBf t6.7 17.6Beamwidth, Horizontal, degrees 65 65Beamwid[h, Horizontal Tolerance, degrees t2 t2Beamwid[h, Vertical, degrees 9.6 8.6Beam Tilt, degrees 0-8 0-8USLS, [yDical, dB 17 17FrOnt•to-Back Ra[lo at 180°, d8 32 27CPR at Boreslght, tlB 24 24CPR at Sector, d8 10 10Isolation, dB 30 30VSWR ~ Return loss, OB +~~+ I ~5-~ ~~•+ I >;~~PIM. 3r0 Ortler, 2 x 20 W, tlBc -150 •150Input Power per Port, maximum, watts 400 400Polarization t45" :45'Impedance 50 ohm 50 ohm
General Specifications
Antenna Brand Andrew;g~
Antenna Type DualPol3~
Band Single band
6rantl PualPol:rt ~ Teletllt~3~
~pera[ing Frequency Band 698 - 696 MHz
Mechanical Specifications
Color Light gray
Connector Interface 7-I6 DIN Female
GonnectorLocatlon Bottom
Connector quantity, rota) 2
Lightning Protection do Ground
Radiator Material Aluminum
Radome Mater{al fiberglass, UV resistant
Wintl Loading, maximum 878.0 N c~'~ 150 km/h197.4 Ibf ~ 150 km/h
Wind Speed, maximum 241.0 km/h ~ 149.8 mph
tNk'851 GS~V?M ~ rovnem n ~~
Dimensions -----~ ----
Oepth 181.0 mm I 7.1 in
length 2449.0 mm ~ 96.4 in
WNd~ 301A mm I 11.9 fn
Net Weight 22.8 kg ~ 50.3 Ib
Remote Radia Unit — RRUS11 612
I~ ---431 _
— *—
` X182_s—.
0"Hx17"WxT'D+' ~~ j
&^'S0.71b ~
— — — soo
_~--_~, _~* RRUS 11 612 is exactly the same size as RRUS
11 BZ or B4 that T-Mobile is currently using.
Dimensions with Solar Shield and Handle
Height S~0 mm
Width 431 mm
Depth 182 mm
Weight
RRUS 1 t 23 kg
Color
Gray NCS S2502-R
~8 A 8'
(i ! O-t~ r _ p~2p ~. ~ u~r
G, E _ ~p f: ,i' ,~N C'' H.
2.1.1LIU11.11_~2P ~~
~_~~ ~
~__ _ _ ~ ~r~-1-1-_~~~I~.-J
Unit Output Power
2x30 WRRU511 Bl, B4
2x40 W
2x30 WRRUS 11 B2
2x40 W
RRUS 11 B12 2x30 4"r
EBI Consultingenvironmental ~ engineering ~ due diligence
RADIO FREQUENCY EMISSIONS ANALYSIS REPORTEVALUATION OF HUMAN EXPOSURE POTENTIAL
TO NON-IONIZING EMISSIONS
T-Mobile Existing Facility
Site ID: CT11334A
Stamford 3 /Hope St.652 Glenbrook RoadStamford, CT 06907
March 10, 2015
EBI Project Number: 6215001359
Site Compliance Summary
Compliance Status: COMPLIANT
Site total MPE% ofFCC general public 87,62allowable limit:
21 B Street Burlington, MA 01843 Tel: (781) 273.2500 Fax: (781) 273.3311
E61 C ~~ultin~environmental ~ engineering ~ due diligence
March 10, 2015
T-Mobile USAAttu: Jason Overbey, RF Manager35 Griffin Road SouthBloomfield, CT 06002
Emissions Analysis for Site: CT11334A —Stamford 3 /Hope St.
EBI Consulting was directed to analyze the proposed T-Mobile facility located at 652 Glenbrook Road,
Stamford, CT, for the purpose of detei7nit~ing whether the emissions from the Proposed T-Mobile
Antenna Installation located on this property are within specified federal limits.
All information used in this report was analyzed as a percentage of current Maximum Permissible
Exposure (% MPE) as listed in the FCC OET Bulletin 65 Edition 97-01 and ANSUIEEE Std C95.1. The
FCC regulates Maximum Permissible Exposure in units of microwatts per square centimeter (µW/cm2).
The number of µW/cmz calculated at each sample point is called the power density. The exposure limit
for power density varies depending upon the frequencies being utilized. Wireless Carriers and Paging
Services use different frequency bands each with different exposure limits, therefore it is necessary to
report results and limits in terms of percent MPE rather than power density.
All results were compared to the FCC (Federal Communications Commission) radio frequency exposure
rules, 47 CFR 11307(b)(1) — (b)(3), to determine compliance with the Maximum Permissible Exposure
(MPE) limits for General Population/Uncontrolled environments as defined below.
General population/uncontrolled exposure limits apply to situations in which the general public maybe
exposed or in which persons who are exposed as a consequence of their employment may not be made
fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore,
members of the general public would always be considered under this category when exposure is not
employment related, for example, in the case of a telecommunications tower that exposes persons in a
nearby residential area.
Public exposure to radio frequencies is regulated and enforced in units of microwatts per square
centimeter (µW/cmZ). The general population exposure limit for the 700 MHz Band is 467 µW/cmZ, andthe general population exposure limit for the PCS and AWS bands is 1000 µW/crnZ. Because each carrierwill be using different frequency bands, and each frequency band has different exposure limits, it is
necessary to report percent of MPE rather than power density.
21 B Street Burlington, MA 01803 Tel: (781) 273.2500 ~ Fax: (781) 273.3311
E61 Consulting~ environmental ~ engineering ~ due diligence
OccupationaUcontrolled exposure limits apply to situations in which persons are exposed as a
consequence of their employment and in which those persons who are exposed have been made fully
aware of the potential for exposure and can exercise control over their exposure. OccupationaUcontrolled
exposure limits also apply where exposure is of a transient nature as a result of incidental passage through
a location where exposure levels maybe above general population/uncontrolled limits (see below), as
long as the exposed person has been made fully aware of the potential for exposure and can exercise
control over his or her exposure by leaving the area or by some other appropriate means.
Additional details can be found in FCG OET 65.
CALCULATIONS
Calculations were done for the proposed T-Mobile Wireless antenna facility located at 652 Glenbrook
Road, Stamford, CT, using the equipment information listed below. All calculations were performed per
the specifications under FCC OET 65. Since T-Mobile is proposing highly focused directional panel
antennas, which project most of the emitted energy out toward the horizon, all calculations were
performed assuming a lobe representing the m~imum gain of the antenna per the antenna manufactures
supplied specifications, minus 10 dB, was focused at the base of the tower. For this report the sample
point is the top of a 6 foot person standing at the base of the tower.
For all calculations, all equipment was calculated using the following assumptions:
1) 2 GSM channels (PCS Band - 1900 NTIIz) were considered for each sector of the proposed
installation. These Channels have a transmit power of 30 Watts per Channel
2) 2 UMTS channels (AWS Band — 2100 MI~z) were considered for each sector of the proposed
installation. These Channels have a transmit power of 30 Watts per Channel.
3) 2 LT'E channels (AWS Band — 2100 MHz) were considered for each sector of the proposed
installation. These Channels have a transmit power of 60 Watts per Channel.
4) 1 LTE channel (700 MHz Band) was considered for each sector of the proposed installation.
This channel has a transmit power of 30 Watts.
5) All radios at the proposed installation were considered to be running at full power and were
uncombined in their RF transmissions paths per carrier prescribed configuration. Per FCC
OET Bulletin No. 65 -Edition 97-01 recommendations to achieve the maximum anticipated
value at each sample point, all power levels emitting from the proposed antenna installation
are increased by a factor of 2.56 to account for possible in-phase reflections from the
surrounding environment. This is rarely the case, and if so, is never continuous.
21 B Street "Burlington, MA 01803 Tel: (781) 273.2500 Fax: (781) 273.3311
EBI Consultingr~ environmental ~ engineering ~ due diligence
6) For the following calculations the sample point was the top of a six foot person standing atthe base of the tower. The m~imum gain of the antenna per the antenna manufacturessupplied specifications minus 10 dB was used in this direction. This value is a veryconservative estimate as gain reductions for these particular antennas are typically muchhigher in this direction.
7) The antennas used in this modeling are the Ericsson AII221 (B4A/B2P & B2A/B4P) for1900 MHz (PCS) and 2100 MHz (AWS) channels and the Commscope LNX-6515DS-VTMfor 700 MHz channels. This is based on feedback from the carrier with regards to anticipatedantenna selection. The. Ericsson AIR21 (B4A/B2P & B2A/B4P) have a maximum gain of15.9 dBd at its main lobe. The Commscope LNX-6515DS-VTM has a m~imum gain of14.6 dBd at its main lobe. The maximum gain of the antenna per the antenna manufacturessupplied specifications, minus 10 dB, was used for all calculations. This value is a veryconservative estimate as gain reductions for these particular antennas are. typically muchhigher in this direction.
8) The antenna mounting height centerline of the proposed antennas is 85 feet above groundlevel (AGL).
9) Emissions values for additional carriers were taken from the Connecticut Siting Councilactive database. Values in this database are provided by the individual carriers themselves.
All calculations were done with respect to uncontrolled /general public threshold limits.
21 B Street Burlington, MA 01803 ~ Tel: (781) 273.2500 Fax: (781) 273.3311
E61 Consulting~ environmental ~ engineering ~ due diligence
T-Mobile Site Inventory and Power Data
Sector: A Sector: B Sector: CAntenna #: 1 Antenna #: 1 Antenna #: 1
Ericsson AII221 Ericsson AIIt21 Ericsson AII221Make / ModeL
B4A/B2P Make !Model: B4~ZP Make !Model:
B4A/BZPGain: 15.9 dBd Crain_ 15.9 dBd Crain: 15.9 dBd
Hei t AGL : 85 Hei ht (AGL): 85 Heim t (AGL : 85
Frequency Bands 1900 MIIz(PCS) /
Frequency Bands 1900 MHz(PCS) /
Frequency Bands 1900 MIIz(PCS) /
2100 MI~z (AWS) 2100 MHz (AWS) 21001VIIIz (AWS)Channel Co~mt 2 Channel Count 2 # PCS Channels: 2
Total T'X Power: 120 Tota] TX Power: 120 # AWS Channels: 120ERP 4,668.54 ERP (W): 4,668.54 ERP 4,668.54
Antenna Al MPE°lo 2.69 Antenna B 1 MPE% 2.69 Antenna Cl MPE% 2.69
Antenna #: 2 Antenna #: 2 Antenna #: 2Ericsson AIK21 Ericsson AII221 Ericsson AIRZl
Make /Model: B2~4P Make /Model: B2~4P Make /Model: B2A/B4P
Gain: 15.9 dBd Gain: 15.9 dBd Crain_ 15.9 dBdHeight (AGL): 85 Height (AGL): 85 Height (AGL): 85
Frequency Bands 1900 MITz(PCS) /
Frequency Bands 1900 MHz(PCS) /
Frequency Sands 1400 MHz(PCS) /
2100. MI3z (AWS) 2100 MHz (AWS) 2100 MHz (AWS)Channel Count 4 Channel Count 4 Channel Count 4
Total T'X Power: 120 Total TX Power: 120 Total T'X Power: 120ERP (VV): 4,668.54 ERP (~: 4,668.54 ERP (VV): 4,668.54
Antenna A2 MPE% 2.69 Antenna B2 MPE% 2.69 Antenna C2 MPE% 2.69
Antenna #: 3 Antenna #: 3 Antenna #: 3Commscope LNX- Commscope LNX- Cornmscope LNX-Make /Model: 6515DS-V'TM
Make /Model: 6515DS-VTM
Make /Model: 6515DS-VTM
Gain. 14.6 dBd Gain: 14.6 dBd Gain: 14.6 dBdHei ht (AGL): 85 Height AGL : 85 Hei ht (AGL): 85
Fre uenc_y Bands 700 Mhz Fre uency Bands 700 Mhz Fre uenc Bands 700 MhzChannel Count 1 Channel Count 1 Channel Counf 1
Total TX Power. 30 Total T'X Power: 30 Total TX Power. 30ERP (W): 86521 ERP ): 86521 ERP (W): 865.21
Antenna A3 MPE% 1.07 Antenna B3 MPE°lo 1.07 Antenna C3 MPE% 1.07
Sfte Com osite MPE%Carrier MPE%
T-Mobile 19.34
MetroPCS 21.34
Clearwire 2.13
Nextel 6.63
AT&T 38.18
Site Total MPE %: 87.62
T-Mobile Sector 1 Total: 6.45T-Mobile Sector 2 Total: 6.45T-MobIle Sector 3 Total: 6.45
Site Total: 87.62
21 B Street 'Burlington, MA 01803 Tel: (781) 273.2500 ~ Fax: (781) 273.3311
E61 Consulting~. environmental ~ engineering ~ due diligence
Summary
All calculations performed for this analysis yielded results that were within the allowable limits forgeneral public exposure to RF Emissions.
The anticipated maximum composite contributions from the T-Mobile facility as well as the site
composite emissions value with regards to compliance with FCC's allowable limits for general publicexposure to RF Emissions are shown here:
T-Mobile Sector Power Densi Value (%)Sector 1: 6.45Sector 2: 6.45 %Sector 3 : 6.45 %
T-Mobile Total: 1934
Site Total: 87.62
Site Com liance Status: COMPLIANT
The anticipated composite MPE value for this site assuming all carriers present is 87.62% of theallowable FCC established general public limit sampled at the ground level This is based upon valueslisted in the Connecticut Siting Council database for existing carrier emissions.
FCC guidelines state that if a site is found to be out of compliance (over allowable thresholds), thatcarriers over a 5% contribution to the composite value will require measures to bring the site intocompliance. For this facility, the composite values calculated were well within the allowable 100%
threshold standard per the federal government.
/~ ~~~
Scott Heffernan
RF Engineering Director
EBI Consulting
21 B Street
Burlington, MA 01803
21 B Street ~ Burlington, MA 01803 Tel: (781) 273.2500 Fax: (781) 273.3311