COHFN - Connecticut · COHFN WOLF ~Pc.~ ATTORNEYS AT LAW ... Upon acknowledgement by the Council...

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:

SM

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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 ~


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

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PROJECT N0:

CT11334A

DRAWN BY:

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CHECKED BY:

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DESIGN, PROPERN ANO COPYRIGHTED

WORK OF T-MOBILE. A

NY DUPLICATION



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

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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

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TO EXIST RAILING

EXIST T -

MOBILE

200AMP PANEL

E7ClST T -MOBILE

RBS 3106 CABINET TO REMAIN

EXIST T-MOBILE

S120D0 CABINET TO REMAlN

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(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

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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

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A-3 A-3

(TYP. 1/SECTOR ,TOTAL OF 3)

(E) ERI~:SSOV

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NNTENNA ANC?

DDB } TIC-9:A

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EXIST EQUIPMENT SHELTER

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EXIST METROPCS

EQUIPMENT AREA

El R~QF LE~IEL

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— — — — — — — — — — — — — — — —

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~1Vlobi~T-MOBII.E NORTHEAST, LLC


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

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PROJECT N0:

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DESIGN, PROPERTY AND COPYRIGHTEDWORK OF T-M081LE. ANY DUPLICATION



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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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:

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DESIGN, PROPERTY ANA COPYRIGHTEDWORK OF T -MOBILE. AN

Y DUPLICATION



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) SECTOR(VIEW FROM BEFIIND)

(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) ;

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CO,~X

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G

i

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2 (TYP)

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GROUNDING DIAGRAM

~SCALE: N.T.S

E-

1

Bj B; B

4~ 2.4

~~ Trunk Cable

A.

A ~ P— Coax

=T- Fiber / D

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


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

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HE CREATION,

DESIGN, PROPERTY ANO COPYRIGHTED

WORK OF T -MOBILE, A

NY DUPLICATION



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

C~ ~1

o

[nom

TlPE YGHRSBC2W-3 TYPE YGHPSBC2W-2

COMPRESSION GROUND COMPRESSION GROUND

TlPE GSND-HY

TypE YGHC-CTAP CONNECTOR

TAP CONNECTOR CPBLE TO ROD i

0

~~ ~ ~~

11'PE GW-BV h CAR3802

C4BLE TO PIPE

OTYPE YGHC-C

TPE GSR1D-HY

rmE eac eaaoPPPL1CA710N

PPPIJCAlION TAE CSR—BU

~~BLE SPLJCE

PPPL1CAlI0N

BURNDY GROUNDING PRODUCTS ~~

SCALE: N.T.S. E-2-

~

r~

11' 11'

1~ 11'

~ 11'

T

11' 11'

h

_~_

'•~

`

IIG 1:

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

==

v~ =

p

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ry

=

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c~ ~ J

r~~ Cie

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SOLID #2 TINNED

COPPER

B OR C

B OR C

C

A, C, OR D

C#6 GROUND LEAD

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

'fig

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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

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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


Phone: 617-965-0789Fax: 617-213-5056

TL~i+JTISG R ~ ~ P


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.


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


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%.


Phone: 617-965-0789Fax: 617-213-5056

T~.AP'+lTIF~ C3 _L1 P


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


Phone: 617-965-0789Fax:617-213-5056

APPENDIXA

PHOTOS AND CALCULATIONS

Existing sector mount—Alpha sector

Existing sector mount —Beta sector

Existing sector mount —Gamma sector

Existing equipment on the Rooftop

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

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