0488 REAR HIGHLAND AVENUE - BPA-15-1038 � �(j �O C7 •S 4�:., h/f�oS7
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RECEIVED
/ ?sAl SE�`J1CcS
� � The Commonwealth of Massachusetts
�� Department��afn�l��ktyQ ��� 42
Massachusetls State Building Code(780 CMR)
Building Peimit Application for any Building other than a One-or Two-Family Dwelling
(Tliis Secdon For Official Use Only)
Building Permit Number. Date Applied: Building Official:
SECTION 1:LOI`CATTON(Please indicate Block#and Lot#for locaHons for which a street addresa is not available)
`�S'�b�_�L/f.�l�_, �a.�a.». O/9'Zo tx`..,�:. C.,,.K.,,_,eaf,e:.� To��
No. Street C' Town �; Zip Code _� � Nam of Building(if applicable) '
SECTION 2 PROPOSED WORK '�,
Edition of MA State Code used_ If New Construction check here�or check all that apply in the two rows below ���..
Existing Building❑ Repa'v❑ Alteration �' Addiflon❑ Demolition 0 (Please fill out and submit Appendix 1) �I
Change of Use ❑ Change of Occupancy ❑ Other Specify:Cv�s�� ro%s c�'i
Are buIlding plans and/or conshvcdon documenLs being supplied as part of this permit application? Yes No ❑
Is an Independent Struc W ral Engineerin Peer Review required? Yes ❑ No 0'
Brief Descripdon of Proposed Work � �Q 3�rL 7� �r � 9 � �✓wf� �i�T�y') !/i}�{
�� !� :.i+�/ �I
e�`t�e I� 4 'Tl e�
SECTION 3:COMPLEI'E THIS SECTION IF EXISTING BUII.DING UNDERGOING RENOVATION,ADDTI'ION,OR '
CHANGE IN USE OR OCCUPANCY
Check here if an Fxisting Building InvestigaHon and Evaluation is enclosed(See 780 CMR 34) ❑
Existing Use Group(s): Proposed Use Group(s):
SECTION 4:BUILDING HEIGHT AND AREA
E�sting Proposed
No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft) �/
Total Area(sq.h.)and Total Height(fr.) -y"'�ti.v,. n�r. l70� � /V'
SEC1'ION 5:USE GROUP(Check as applicable)
A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: EducaHonal ❑
F: Fado F-1❑ F2❑ H: Hi Hazazd H-1❑ H-2❑ H-3 ❑ H�1❑ H-5❑
I: InstituHonal I-1❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R Residential R-1❑ R-2❑ R3❑ R-4❑
S: Storage Sl❑ S2❑ U: Ufility 9� Special Use O and please describe below:
Special Use:
SECTION 6:CONSTRUCTION T'YPE(Check as applicable)
IA ❑ IB ❑ IIA ❑ IIBO IIIA ❑ IIIB ❑ IV ❑ VA ❑ VB ❑
SECTION 7:STTE INFORMAI'ION(refer to 780 CMR ll1.0 for details on each item)
Water Supply. Flood Zone Informarion: ewage Disposal: � Debria Removal:
Trench Perndk
�A Public❑ Check if outside Flood Zone❑ Indicate municipal❑ A trench wID not be Licensed Disposal Site❑ p
�,, required�or trench or specify: W � �o�
� Private❑ or indentify Zone: m on site system❑ pe�t is endosed❑ d
Railroad right-of-wa : Hazazds to Air Navigafion: MA Histrnic Commission Review Process' �`�'
Not Applicable� Is Struchue within airport approach area? Is theic review completed? �/!i¢
or Consent to Budd enclosed❑ Yes� or No❑ Yes❑ No ❑
SECCION 8:CONTENT OF CERTIFICATE OF OCCUPANCY
Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor:
Does the building contain an Sprinkler System?: Special Stipulations:
�����
l �-� �s
SECTION? PROPERTY OWNER AUTHORIZATION
� Name and Address of Property Owner i D�� B��n ir'
f3 r�e�;�o.. ��.•.� Ca f,P. jI6 ..�..{,,.s� t/�FL 1�os�� /`l�' oa//6
�� Name(Pri�nt��,,� �yd Street ity Town Zip
PropettyOwnefContactInfordiatiori /7/`)�-T++-c _ � /¢T�r7`��%l�.J�.,,.� �cye 7�_ _f
��r�
/ - a� -L�- zo - -
Tifle Telephone No.(business) Telephone No. (cell) e-mail address
ff applicable, e property owner hereby authorizes
s�{z ce.�,�..-.,�u�s a� iU�u-�s��., ,��,� sal.�.... � �so��
Name Street Address City/Town State Zip
to act on the ro e ownets behalf,in all matters relative to work authorized b this buildin ermit a fication.
SEC1'ION 10:CONSTRUCI'ION CONTROL(Please fill out Appendix 2)
buildin is less tkian 35,000 cu.k.of enclosed s ace and/or not under Conshuc[ion Control then check here O and sld SecHon 10.1
10.1 Re 'stered Professional Res onsible for ConstrucHon Control
,Ta-,�.�s P . 7�/c� ✓*�-�-�S�a-- n R„�...� v��i.:,��.�,�7, �o 0 6B�
Naryme(R/egnistr t) Te�le7phofne No. e-mail address 4^p. �� Registration Number
�8 S b(LS `--r� /-F��b 4 N ti � O/SQ/
Street Address City/Town State Zip Discip� Expiration Date
102 General Contractor
.SriT C /Yc li 4�Si �rx _ L.L� ���/� / �.°i.L C.a�iN c...,.�c cT<ea,r
Co/mpany Nam 7� �
G('.e.7� F ,Uo-.�na...� CS— /O�fG�'9
Name of Person Responsible for Construcflon License No. and Type if Applicable
:2Ci /� / ( eP � ��.%-. �% 0.707 9
� dRiii+-�o an �
Street Address Gty/Town State Zip
�6 -�- 6� �o _-= caryf�� z.r�r.�r� .�o/. �.,�
Tele hone No. usiness Tele hone No. cell e-mail address
SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVTT M.G.L.c.152§25C 6
A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and
submitted with this application. Failure tu provide this affidavit will result in the denial of the issuance of the buIlding pemtit.
Is a si ed Affidavit subautted with this a licafion? Yes❑ No ❑
SECTION 12 CONSTRUCTiON COSTS AND PERMIT FEE
Item Estimated Costs:(I.abor .
and Materials) Total Construction Cost(hom Ilem 6)_$ G �� O o O
1.Building $ � � o O O guilding Pernut Fee=Total Construction Cost x +�1/(Insert here
2.Electrical $ appropriate municipal factor)_$. r o ."`
3.Plumbing $
4.Meclianical (HVAC) $ Note:Minimum fee=$ (contact municipality)
5.Mechanical Other $ Enclose check payable to �7�s o.! S4I8� `.
6.Total Cost $ � � �O.d (contact municipality)and write c�number here
SECTION 13:SIGNATURE OF BUILDING PERMI'I'APPLICANT
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this
application is true and accurate to the best of my knowledge and understanding.
� t
�. - ...�� - �c��L.,.��- /U_7 /S � /s
Please print and si name ,p Titl Telephone No. Date
lo s.� .� oraf � � �2z.i � d 19//
Street Address City/Town State Zip
Municipal Inspector to fill out this secflon upon applicaHon approval: � � A�
Name Date
Appendix 1 ���
� For the demolition of structures the building permit applicant shall attest that utility and other
service connections aze properly addresaed to ensure for public safety.
Please fill in the information below and submit this appendix with the building permit
application. T'he building permit applicant attests under the pains and penalries of perjury that
the following is true and accurate.
Property Location (Please indicate Block# and Lot# for locations for which a street address is not
available)
No. and Street City/Town Zip Name of Building(if applicable)
For the above described property the following action was taken:
Water Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Gas Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Electricity Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Other (if applicable)
Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No �
Other (if applicable)
_ ,
� Appendix 2
,
ConstrucHon Documents are required for structures that must comply with 780 CMR 107. The
checklist below is a compilarion of the documents that may be required for this.The applicant
shall fill out the checkiist and provide the contact information of the registered professionals
responaible for the documents. This appendix is to be subautted with the building permit
application.
Checklist for Construction Documents"
Mazk"x'where a licable
No. Item Submitted Incom lete Not Re uued
1 Architectural
2 Foundation ✓
3 Structural
4 Fire Su ression
5 F'ue Alarm ma r uire re aters
6 HVAC
7 Electrical ✓
8 Plumbin include local connections v
9 Gas atural,Pro ane,Medical or other
10 Surve ed Site Plan Utilities,WeHand,etc.
ll S ifications ri
12 Shvctural Peer Review " � l/
13 Siructural Tests&Ins tions Pro am iv
14 Fire Protection Narra6ve Re ort
15 Existin Buildin Surve /Investi ation li
16 Ener Conservation Re ort
17 Archi�ctural Access Review 521 CMR i/
1S Workers Com ensadon Insurance
19 Hazardous Material Miti tion Documentation
20 Other S ec'
21 Other S ec'
22 Other S ec'
*Areas of Desig�or Consuucfion for which plans are not complete at the time of applicarion submittal must be identified herein.Work
so identified must not be commenced until this application has been amended and the proposed consfruction document amendment
has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to hiple the original permit
fee.
Registered Professional Contact Information
�a.....cr � ��'d(.r� JrDS'_�FI -�IS�I`G o2voG' 8"
Name(Registrant) Telephone No. e-mail address Registration Number
� tJG.� 7� ,�6._..., !�/f i�s-o �—
Street Address. City/Town State Zip Discipline Expirafion Date
Name(Registrant) Telephone No. rmail address Registration Number
Street Address Ci /Town State Zi Discipline Expiration Date
Name(Registrant) Telephone No. e-mail address Registration Number
Street Address Ci /Town State Zi Discipline Expiration Date
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, PROJECT INFORMATION -
SCOPE OF WORK UNMANNED COMMUNICATIONS FACILIiY MODIFICATIONS -
� 1 _��
SITE NUM6ER: MA3057 ��•�
SITE NAME: SALEM 2 —�� I,�
O�
SIT ADDftE55: 0 CAIN ROAD
SALEM, MA 019�0 �� � �.
F
PROPERTY OWNER� AMERICAN TOWER CORP �`���_ � • •
116 HUNGTINTON AVE, 11TH FLOOR � ��������
BOSTON, MA 02116 - .
APPLICANT: AT&T MOBILITY ������ - .
550 COCHITUATE RD O //
SUITES 13 & 14 �- �
FRAMINGHAM, MA 01701
CONTACT�. TEL 866-915-5600 ,
COOR�INATES LAL N4249311'
�°"� W'°93833� SITE NUMBER: MA3057
cRouNo �evE�: t»o'
DEED REFERENCE' N/A
S�TE PAR°E� N° N,A SITE NA�VIE : SALEM 2
CURRENT ZONING: N/A .
HORIZONTAL DATUM' (NAD) 1983
LOCATION MAP APPLICABLE BUILDING CODES AND STANDARDS
DRAWING INDEX REV DIflECTIONS: fROM BOSTON TAKE I-90 EAST TO EXIT 14 RT-128 NORTH. PROCEED NORTH ON
RT-128. TAKE EXIT 44A TOWARDS SALEM ST. PROCEED EAST ON RT-129. TURN LEFT ON RT-107. SUBCONTRACTOR�S WORK SHALL COMPLY WITH PROJECT STANDAROS AND SPECIFICATIONS.
O� TITLE SHEET � TURN LEFT ON JOHN N. CANN ROAD. SITE IS AT END OF ROAD. Sl1BCONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE. ANO LOCAL CODES
AS ADOPTEO BY THE �OCAL AUTHORIiY HAVING JURIS�ICTION (ANJ) FOR THE LOCATION. THE
SREACCESS: LOCKED GATE E�ITION OF THE AHJ ADOPTE� CODES AN� STANDARDS M EFFECT ON THE DATE OF CONTRACT
02 NOTES 1 , ::. .., ,,.. . . _ g���.� y< -- - --- .- .�� •..,` .— �;..0 nwnRo sr+n�� covERN rr+e oesicN.
�
� BUILDING CODE
03 SITE PLAN &EQUIPMENT PLAN 1 � ��r, e,a,r� ° � �g � MnssncHusErrs aui�oiNc CODE urEST EoirioN
.. � \
�� `ge . y� � ., ELEC7RICAL CODE
04 ELEVATION VIEW&ANTENNA LAYOUT 1 � �r � i`� ""S+ _� -,n 5 � NnnoNn� E�EctRicn� cooE �a,TEST EoinoN
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING
STANDARDS.
��� 'Rp �AC .,g.� AMERICAN CONCRETE MSTITUTE (ACI) 318, BUILOING CODE REOUIREMENTS FOR STRUCTURAL
OS GROUNDING DETAILS � � �e' �; �/' � �em coNCRETE
U ota' � 'S, � AMERICAN INSTITUTE OF STEEL.CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD,
� � � - Sp�i;.p ' q�anhm �M NINTH EOITION
�� .7i2�. Po�C Po
�k AMERICAN NATIONAL STANDARDS INSTITUTE/TELECOMMUNICATIONS INDUSTRY ASSOCIATION (AN51/TIA)
� � ` ���} �, w 222-F OR G AS APPLICABLE, STRUCTURAL STANDAROS FOR STEEL ANTENNA TOWER AN�
AMENNA SUPPORTING STRUCTURES:
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REOUIREMENTS FOR
G S q J�'��?. �'' �.� P`'°,�• � TE�EcoMMUNicnTioNs
� ,� s
�
Q � � � `Y�nwo�s r+-� u' �l� � � INSTITUTE FOR ELECTRICAL ANO ELECTRONICS ENGMEERS QEEE) 81, GUIDE FOR MEASURING EARTH
� R�serva�lan � !d '} . d�" RESISTIVIiY. GROUND IMPEDANCE� AND EARTH Sl1RFACE POTENTIALS OF A GROl1ND SYSTEM
� � . F IEEE 1100 (1999) RECOMMENOEO PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC
�''"' S� a � EOUIPMEM
W .�. A iay.� �� .
� � ATLEAST72HOURSPRIORTODIGGING, ' ' '� ' 'IEEE C6241, RECOMMENDED PRACTICES ON SURGE VOLTAGES W LOW VOLTAGE AC POWER
8 - P THECONTRACTORISRE�UIREDTO `�"°-� � � � ♦ CIRCUITS FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM E%POSURE")
EreedtPonA Q em �ry� �m �. Rc �. `„� �
88\ D I G �S CALL OIG SAFE AT 1-988-DIGSAFE '�W j ' 1 <
. -Sy (Y. � � g. , ' gW 'p��qp ,p�,� TELCOROIA GR-1503, COAXIAL CABLE CONNECTIONS
CONTACT & UTILITY INFORMATION a �� 0`� \ �� AN51 T7.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
nn nE � ��� � � � � `
y � �`' �g g q/ - Y �� � � FOR ANY CONFLICTS BETWEEN SECTIONS OF LI4ED CODES AND STANDARDS REGARDING MATERIAL,
CONTACT CONTACT COMPANY PHONE N0. � 5� � , >�� �� �� -� � METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT
ENGWEERING: MIGUEL NOBRE VRG (508) 981-9590 \�`� "�� - S P..`+� SHALL GOVERN WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
SITE ACOUISITION: CARL A�UILINA SAI (603) 421-0470 � �Mq�ls� � � 5 �d t° �. REQUIREMENT, THE SPECIRC REQUIREMENT SHALL GOVERN.
CONSTRUCTION: CARL PaWIINA SAI (603) 421-0470 = L� �� �9i , f�� �
UTI ITI � I , �^ 9t � -
POWER: WORK REWEST GROl1P NATIONAL GRID (800) 375-7405 � y�� � �4� �
TELCO: VERIZON (800) 941-9900 n� �. N e A e n 1 B e y
, ���F� 4.� �Np�;A
�p� W�' "N'_
T �l�rrm9
SITENUMBER: MA3057 �r'— �%, �♦Q,♦ ��'s"�� AT&T MOBILITY
V�� 489 Woshington Street :`�� `VL� ����
n�b�ro, Mn otsot 2]NORTI1WESlERNORIVE SITE NAME: SALEM 2
rei. (soa 981- 9590 SILLEM,NH03UI9 OP`,s Mobllity �, oa��oi,s roR LONS�fl11CilON �A.M. w.� TITLE SHEET
� TeLIfiO3)421-OC]0 �y .�'
FOX �$O8� rJ�9 — g939 FM(603)@1-C4i1 0 CAIN ROAD ��' J�JQ �.�r.H�TUATE R� Q 0)/15/15 FOP FEVIEW CA.M.
mnobre@vedicolasour<esgrp.com CommUnl i tlon5 �SALEM,MA 01970 _�� SUITES 13 & 14 aae rvumeea oanwixc rvuuaea recv '
VERTICAL RESOURCES GRR . rvo. onre reevisiaH ar cn� app'o I
ESSEXCOUNTY FRAMWGHAM, MA 01701 scn�e oesceeo ar: Mu. oanwry ev: c.n.M. 50-145 p� 1
._... __ .— I
GENERAL NOTES CONCRETE AND AEINFORCING STEEL NOTES: ELECTRICAL 1NSTALLATION NOTES ELECTRICAL INSTALLATION NOTES (cont.)
•' L FOR 1HE PURPOSE Of C�NSiRUCTON ORAINNG, iHE fOLLOYANG�EFINIPONS SHAIL APPLY: 1. ALL CONCNEIE WORK SHAIL BE IN ACCORpANCE Ni1H iNE AQ 3�1. ACI ]18.PCI EJ6. AS1M FIB4, ASiM A195 ANp TIE DESICN ANO 1. ALL ELECTRICNL WORK SHALL BE PERFORME� IN ACCOR�ANCE 1 i ELECTRICAL METALLIC T1191NG (EMT) OR RIGID NONMETALLIC CONDUIT
CONBACIDR - PRIME CONBACiOR CONSiRUC110N SPECIFlCAPON fOR CA4-IN-PLACE CONCREiE. WRH THE PROJECT SPEQFICATIONS, NEC AND ALL APPLICABLE LOCAL (I.E.. RIGI� PVC SCHEDULE 40. OR RIGID PVC SCHEDULE 80 GOR LOCATIONS
SUBCONiRACiOP - GENERFL LONWACiOP (CONSIRIIC➢ONJ WDES. SUBJECT TO PNVSICAL OAMAGE) SHALL 6E USE� FOR E%POSED INOOOR
ONMER - AihT MIRELE55 2. ALL WNCREIF SHFLL HAVE A MINIMUM COMPRESSIVE SiRENGiH OF 4000 PSI Pi P9 OAYS,UNLE55 NOIE�OTHERWISE. A HIGHEP LOCATIONS.
OEM - OPIGINAL EOUIPMENi MANUGAC10flEP SIRENGIH (40�0 P51)MAV EE lISE�. 2 CONDUIT ROIITINGS ARE SCHEMATI0. SVBCONTRNCTOR SHALL
INSTALL CONDl1R5 50 THAT ACCE55 ID EQUIPMEM IS NOT
2. PRIOR i0 ME SUBMISSION OF BIDS, 1HE BI�OING SUBCONiRACiOR SHALL N9i iHE CELL SIIE TO FANILIARIZE H1T11HE E%IS➢NG CONDIPONS ANO 3. REWFOPCING SiEEL SHALL CONFOFAI i0 ASIM A fi15,GPA�E fi0.OEFORME�UNLE55 NOIE�ORIERWISE WEL�E�N1RE FABRIC SHALL BLOCKED. ifi. ELECTRIGAL MEfALLIC TUBING (EMT). ELECiRICAL NONMETALUC NBING
TO CONFIRM iHAt iHE WORN CAN 9E ACCOMPLISNEO AS SHOWN ON R1E CONSRtUCPON ORAWNGS. ANY�ISCREPANCY FOI1N�SHALL BE BFOUGHi �pryPoRM i0 ASiM A �95 WELDE�SiEEL N1RE GABRIC UNLE55 NOIED OIHERNISE. SPIlLES SMALL BE CIA55"9" AN�ALL MOOKS (EM), OR RIGID NONMEfALUC CON�UIT (RIGI� PVC, SCHEDULE 40) SHALL
i0 ME AiiEN➢ON OF CONTFACiOR. SHALL BE SiAN0AP0,UNO. 6E t15ED FOR CONCEALE� INDOOR LOCATIONS.
J. WIRING. RACEWAY AND SUPPORT MEfH0�5 AN� MATERIALS SHALL
3. ALl MAiERIALS FURNISHEO FN�6VSiALLE�SHALL 9E IN SiRICi ACCOROANLE MR1 FLL APPIICABL CO�ES,REGULAlI0N5, ANO OR�INANCES. 4, iHE FOLL0INNG NINIMUH CONCPEiE COVER SHALL 8E PRONDED FOR flEINFORQNG SiEEL UNLESS SHOWN OiHEPN15E ON ORALNNGS: COMPLY WITH THE REOUIREMENTS OF THE NEC AND TELCOR�IA. �� GALVANIZED 4EEL INTERME�IATE MEfALLIC CONDUR QMC) SHALL BE
SVBCON1RACi0R SHALL ISSUE ALL APPROPRIAIE NO110E5 AN�COMP�Y W1iH ALL LAWS. OFOINhNCES.RI1LE5, REGUU➢ONS, PNO LFWFIIL OP�ERS OF CONCREiE CASi AGFINSi EARiH.
ANT PIIBOC AO1HOkIiT REGAROING iHE PEflFORMRNCE OG RIE WORK. --'3��' 4. ALL CIRCl11TS SHALL BE SEGREGATE� ANO MAINTAIN MINIMUM USED FOR OUTOOOR LOLATIONS ABOVE GRA�E.
CONCREiE E%GOSE�TO EFRiH OP WEAhiER: CABLE SEPARATION AS REOUIRE� BV THE NEC AN� TELCOROIA.
ALL WORN LARRIEO OVi SHALL COMPLT N11H ALl APPLICABLE MONICIFAL ANO IIiILIiY CONPFNY SPEGFlLAP�NS AN�LOCAL J11RIS�ILP�NAL COOES, 19. RIGI� NONMETALUC CONOUIT Q.E., RICI� PVC SCHEDULE 40 OR RIGI�
ORpINANCES ANO APPLICA9LE ftEGULAPONS. d6 AN�LARGER....._...........�...;;:I 1/Z INCH
d5 AND SMALL£R&WWG__.. 5. LABLES SHALL NOT BE ROUTE� THROIIGH IADDER-SIYLE CAB�E P�C SCHE�ULE 80) SHALL BE USEO UNDERGROlINO: �IRECT BURIED, IN
4. �RANiNGS PR�N�E�HEPE AFE NOi i0 SCRlE11NLE55 OMERlNSE NOiEO FN�AFE INffNOE� i0 SHOW OURME ONLY. TRAV RUNGS. AREAS OF OCCASIONAL �IGHT VEHICLE TRAFGIC Oft ENCASE� IN REMFORCED
WNCREiE NOi E%POSEO ID EAFiH OP N£AT1ER OR NOT CONCRETE IN ARFAS OF HEAW VEHICLE TRAFFIC.
5. UNLE55 NOiE�OhIERYASE,1HE WORH SNALL INCLIlOE NRNISHING NAiEPIALS.EOIIIPMENi. APPl1R1ENANCES, AN�LFBOR NECESSFRT i0 CAST ACAIN4 ME GROUNp: 6. EACH EN� OG EVERY POWER, POWER PHASE CONOULTOR (LE.
LOMPLEiE ALL INSiALLAl10N5 PS INOILAlEO ON RIE DRAYANGS. SLRB AN�WBLL...._......._.......___3/41NCH HOTS), GROVNDINC, AN� TI CONOIICTOR AND CHBIE SHALL BE 19. LIOl11D-iIGHT FLEXIBLE METAL�IC CONDIIIT (LIQt11D-TITE FLEX) SHALL BE
fi. iHE SIIBLONiRFCiOR SHALL INAALL FLL EQUIPMENi ANO MAIERIF6 IN ACCOR�ANCE N11H MANUGACiIIRER'S PECOMMEN�ATONS IINlE55 BEAIAS AN�COWMNS....................1 1/4 MCH IABELEO WRH WIOR-COOED INSUUTION OR ELECTRICAL TAPE (3M USE� INDOORS AN� OUTDOORS, WHERE VI9FATION OCCURS OR FLE%IBILItt IS
SPECIFlCALLY STAiEO OiHER1N5E. BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH lIV PROTECTION. NEEDED.
5. A 3/4'CHFMFER SHALL BE PROMDE�Ai ALL E%POSE�E�GES OG CONLREiE,UNO,IN NLLOR�ANCE M1H ACI Jat SEL➢ON 42.4. OR EOUAL). THE IOENTIFICATION MEfHO� SHALL CONFORM WITH NEC
J. IF ME SPECIFlE�EQUIPMENT CANNOi 9E INSiFLLEO AS SHOWN ON R1ESE OPAWINGS, iHE SUBCONiRFQOR SNALL PflOPOSE AN ALTERNATVE � OSHq 20. CONDUIT ANO TUBING FITfINGS SHALL BE THREADEO OR
MSiALLR➢ON FOR APPROVAL BT 1HE CONiRACiOR. 6. INSTALLAiION OF CONCREIE E%PANSION/N£�GE FNCNOF. SHFLL BE PER NANOL"PCi11RER'S WFRiEN RECONMENDE�PROCE�IIRE. iHE COMPRESSION-iYPE HN� APPROVED FOR THE LOGAiI�N USED. SETSCREW
0. SOBLONiRFCTOR SNALL�EiEkMME ACNAL ROUPNG OF LON�UIi.POWEP AND il CFBLES,GROON�ING CABIES FS SHOWN ON IHE POWER, ANCHOR BOIi, OOWEL OR POD SHALL CONfORM TO MANUFACiUflER'S PECOMMEN�AiION FOk EMBE�MENT OEPW OR AS SHOWN ON � qLL ELECTRICAL COMPONENTS SHALL BE CLEARLV IABELED WITH FITfINGS ARE NOT ACCEPTABLE.
GRDIIN�ING HNO iELCO PLNN�RAWING.POUPNG OF C�NOOR F�fl POWER ANO iELW SHALt BE APPROVE�BT OWNER OF SIIE. 1HE ORAVANGS.NO PE9AR SHALL BE CUi W1MOIIT PRIOP CONIRALTOR APPPOVNL WHEN ORILLING HOlES IN CONCREiE. SPECIAL pERMANENT LABELS. ALL EOl11PMENT SHALL 6E 1ABELEO WITH iHEIR
INSPECilONS, FEOIIIRE�BT GOVEPNING COOES. SHALL BE PEPGOPMEO IN OR�ER TO MRINTAIN MANUFACNRER'S MA%IMUM ALLOWNBLE 21. ChBMEfS, 90XE5, NND WIREWAYS SHAIL BE LISTED OR IABELED FOR
9. iHE SOBLONIRACiOR SHALL PROiECT EXISPNG IMPROVEMENiS.PAKMENiS.CURBS, UNOSCAPING AND SiRUCNRES. ANY�ANAGED PPRT SHALL LOApS. ALL E%PANSION/WEOGE ANLHORS SHAIL BE STAINLE55 S1EEL OR HOT DIPPEO GALVANIZE�. EXPANSION BOL1S SHALL BE `/OLTAGE RATINq PHASE WNFIGORATION. WIRE CONFlGURATION, ELECTRIChL lISE IN HCCORDANCE WITH NEMA, ll�, AN51/IEEE ANO NEC.
PRONOED BY RAMSEi/PE�HEAD MLiI OR APPROVED EOUAL POWER OR AMPACItt RATING. AND BRANLH CIRCl11T I� NUMBERS
BE REPAIRE�Ai SIIBCONiRACTOR'S E%PENSE TO IHE SFiI5FAC1I0N OF OWNEk, (LE.. PANELBOARD AN� CIRCUIT ID'S). NO HANO WRITiEN LABELS
10.SIIBLONINACTOR SHRLL IEGALLT AN�PPOPERLY DISPOSE OF All SCFAP MAIEPIALS SUCH AS COA%IAL CABlES AN�O1HER REMS kEMOVEO ]. LONCREiE CYUNOER iESi IS NOT kE0111RE�POP SLAB ON GRA�E Wr1EN WNGREIE IS LE55 1HAN 50 LIIBIC TARDS(IBL 190i623) ALLOWED. 22. WIREWAYS SHALL BE EPO%Y-COATE� (GRAY) AND INCLU�E A HWGE�
FROM hlE EXISIING FACILItY. FNiENNAS REMOVEO SHALL BE FEIDflNEO i0 iHE OWNER'S DESIGNAtEO LOCAPON. IN IHAi EVENi hIE FOLLOWING RECOF�S SHALL BE PRONDED BY ME CONCREIE SUPPLIERt COVER, OESIGNE� TO SWING OPEN �OWNWARO; SHALL 6E PANDUIi ttPE E
(A)RESULTS OF CONCREiE CYLINOER 1E5i5 PERFOPMEO Fi iHE SUPPLIEkS PLAM, g. PANELBOAR�S (10 NUMBERS) AND IMERNAL QRCUIT 6REAKERS (OR EOURL); AN� RHTE� NEMA 1 (OR BEffER) INpO0R5, OR NEMA 3R (OR
il. SUBCONWACTOft SHALL LEAVE PREMISES IN CLEAN CON�I➢ON. (QRCUIT ID NVMBERS) SHALL 6E CLEARLY U9ELED. NO HAND BEITER) OUIDOORS.
(9) CER➢FlCAPON OG MININUM COMPRE54VE SiRENGiH fOR 1HE CONCREIE GRA�E SUPPLIED.
WRITiEN LABELS ALLOWEO. 23. EQIIIPMEM CA91NEfS, TERMINAL BO%E5. JUNCTION BO%E5, AN� PULL
SITE WORK GENERAL NOTES FOR GREPIER iHAN 50 CUBIC YAR�S iHE GL SHALL PERGORM 1HE LONCREiE CYLIN�ER iESi. BOXES SHALL BE GALVANIZED OR EPO%V-COAiEO SHEEf 4EEL, SHALL MEEf
9. ALL TIE WRAPS SHALL BE LIIT FWSH WITH APPFOVE� CUTTING OR EXCEE� UL 50, AND RATED NEMA 1 (OR BEffER INOOORS, OR NEMA
1. R1E SIIBCONiRACTOR SHHLL CONTACt I1➢LRY IOCATNG SERNCES GRIOR TO hlE SiAPi OF CONS1RUCilON. 0. AS AN FLiERNAPVE i0 IiEM], 1ESi CriINDERS SHALL BE TAKEN INIiIALLY ANp RIEREAFIER FOP EVERY 50 TNROS OG CONCREiE TOOL TO REMOVE SHARP EOGES. �
FPOM EPCH DIFFEflENt BAiCH PIFNt JR (OR BETTER) OUTOOORS
4. ALL E%ISl1NG FCPVE SEWER, WAffR, GAS. ELECBIC, AND OMEP UiILITES WriERE ENCOUNiEREO IN iHE WORK,SNALL BE PROiEC1E�Ai 10. POWER. CONTROL, ANO EQUIPMENT GFOUNO WIRING IN TIIBING
pLl tIMES,ANO WNERE PEQUIREO FOR iHE PPOPEN E%ENiION OG iNE WORK, SHALL 6E NELOCAiEO AS OIRECiED BY CONWACiOR. EXiREME 9. EOIIIGMENT SHALL NOT BE PLALEO ON NEW PA�S FOR SEVEN �AYS Af1EF PAD IS POURE�,UNLE55 li IS VERIFlEO BY 1E5i5 TiAT pR CON�UR SHALL BE SINGLE CON�UCTOR (92E 1C AWG OR �<. MEiAL RECEPTACLE SWITCH, AND �EVICE 90XE5 SHALL BE GALVANIZE�.
LAUiION SHOUL�BE WEO 9T iHE SU9CONiRFCi�P WHEN E%CPVAiING Ofl ORILLING PIERS AROVNO OR NEAR UPOiIES. SIIBCONTFACiOP COMPRESSNE SWENGRI HAS BEEN AIIAMED. EPO%Y-COATED, OR NON-CORROOING; SHALL MEEf OF E%CEEO UL 516A
SHALL PPON�E SAfEIT iRAINING FOR RIE WOPKING CFEW. iH15 R�LL INCWDE 911i NOT BE LIMIiE�TO A)GFLL PROTECPON B)CaNRNE� �p. qLL CONCREIE SHALL BE SIIPP�IE�IN ACCOR�ANCE WIIH iECHNIGL SPECIFICATION FOR LONSiRUClION OF RA010 ACCESS NETVORK �RGER), 6�aV. DIL RESISTANT THHN OF THWN-2, CLA55 9 qND NEMA OS 1; AN� RATE� NEMA 1 (OF BETTER) INDOORS, OR WEATHEF
SPACE C)ELECiRICAL SAFEiY 0)iRENCHING k E%CAVATON. 91E5. STRANDED COPPE4 CABLE RHTE� FOR 90 'C (WEf ANO DRY) pROTECTED (WP OR BEffERj OUIDOORS.
OPERATION; L14E� OR L46ELE� FOR THE LOCHTION ANp RACEWAY
}.ALL SIiE WORN SMALL BE AS IN�ICAiEO ON iHE�RAWINGS ANO PROJECi SPEQfICAlI0N5. SYSTEM USE�. UNLE55 OTHERWSE SPECIFIE�.
4.IF NECESSAPT, RIIBBISH. SNMPS,OE6RI5,SlICKS. Si0NE5, i0P SOIL AN� O1HER REFUSE SHFLL 9E REMOVE�fROM T1E SIiE ANo SOIL COMPACTION NOTES FOR SLAB ON GRADE: 25. NONMEfALLIC RECEPTA0.E, SWITCH, ANO �EVICE BO%ES SHALL MEEf OR
DISPOSE� �F LEGALLY. 11. SUPPLEAIEMAL EpUIPMENT GROUNO WIRING LOCATED INOOORS E%CEED NEMA OS 2; AND RATED NEMA I (OR BETTERJ INOOORS. OF
1. E%CAVNIE AS REOI11RE0 i0 PEMOVE VEGETAPON ANO i0P501L EXPWE UNOISNfl9ED NANPAL SOBGRADE ANO PLACE SHALL BE SINGLE CONDUCiOR (SIZE 6 AWG OR IARGER), 600V, OIL H'EPTHER PROTECTED (WP OR BEITER) OUTDOORS.
5. ALL E%141NG INALiIVE SEWER,WAtER,GAS,ELECiPIC ANO OiHER UPLITES, NHICH INiERFEPE VAiH ME E%ECU➢ON OF iHE WORK, SHALL CRUSHE�SiONE AS NE�UIREO. RE514AM THHN OR THWN-2 GREEN INSULATION, CLA55 B
9E REMOVE�AND/OR CAPPE�,PWGGEO OR O1HERINSE�ISCON➢NUE�Ri POINiS WXICH WILL NOi INIERFERE YAIH iHE E%ENiION OG 1HE STRANDED COPPER CABLE RATEO FOF 90 'C (WET AN� �RY) �6. THE SUBCONTRACTOR SHALL NOTIFY AND OBiAIN NECESSARV
WORK, SIIBJECT i0 ME APPROVAL 0�CONBACiOR. OWNER AN�/OR LOCPL�iILIPES. 4. COMPACPON CERiIRCPPON: AN INSPECl10N ANO WflIT1EN CERPFlCAlION BY A OUALIFIEO GEOIECHNICRI IECHNICIAN OR OPERATION: LISTED OR LABELED FOR THE LOCATION AND RACEWAV AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENQNG WORN ON THE
ENCINEER IS ACCEPTA9LE SY4EM USE�, UNLE55 OTHERWISE SPECIFlED. AC POWER DISTRIBUTION PqNELS.
6. SUBCONiRAQOR SHNLL MININIZE�ISNRBANCE i0 EXISTNG SIIE DIIPING CON4RUC➢ON.
]. TiE SU9CONiRACiOF SHFLL PRO`AOE SIiE SIGNAGE IN ACCOROANCE MiN 1HE OWNER SPECIFlCAl10N FOR SIIE SIGNAGE. 3. AS AN ALiEPNAiIVE TO WSPECPON AN�WRITIEN CERiIFlCAlION, hlE "UNOISNfiBE�SOIC 9ASE SHALL BE COMPAQE�WIiH pJ, THE SIIBLONTRACTOR SHALL PROVIOE NECESSART ThGGING ON THE
"COMPAG110N EOUIPMENi', LISIED BEIOW, i0 PT LEASi 90R MODIFlED PROCTOR MA%IMUM OENSIiY PER ASTh1 0 155]ME1H00 12. POWER AND CONTROL WIRINQ NOT IN TIIBING OR WNOUIT, BREAKERS. CA6LE5 AN� �ISTRIBlITION PANELS IN ACCOROANCE WITH THE
� SHALL BE MVITI-CONOUCTOR, ttPE TC CABLE (SIZE 14 AWG OR qppLICA6LE COOES ANO STANOHR�S TO SPFEGUARO AGAINST LIPE ANO
8. 1HE 4iE SHALL BE GRAOEO TO CAUSE 511RFACE WAiER TO FLOW AWAY FRON iNE iRANSN15510N EOUIGMENT ANO iOWEP AREAS. LARGER), 600V, OIL RESISTANT THHN OR THWN-2 C1A55 B
6. COMPACIEO 511BBASE SHALL BE IINIFORM AND LEVELED. PflON�E 6" MINIMOM LflU5HE0 SiONE OR GkAVEL COIAPAClEO IN 3' PROPERTV.
9. NO FlLL OR EMBANNMENi MAIERIAL SHALL BE PLACEO ON FPOZEN GROON�. PROZEN MAIEPIALS, SNOW OR ICE SHALL NOi BE PLACEO IN LIGTS ABOVE COMPACiE�SOII CRAVEL SHALL BE NAiURAL OR LRUSHEO YfiiH IOOR PASSING 1' SIEVE. SiRANDED COPPER CABLE RATE� F�R 9� 'C (WEi AND DRV)
OPERATION; WITH OUTER JACKEG USTED OR LhBELEO FOR THE
ANY FlLL OR EMBANKMENT
5. AS AN AUEPNAiIVE TO REMS 4 AND]PROOf ROLL iNE SUBGRAOE 5016 WI1H 5 PASSES OL A MEOIUN SIZE�NBRAiORT LOLATION USED, UNLESS OTHERWISE SPECIFlED.
10. iHE SI1B GRA�E SNALL BE COMPACIED AN� BROUGHi i0 A SNOOM UMFORN GRAOE PRIOR ID FlNISHED SURFACE FPPLILAPON, SEE p�AIE COMPACi01i (SUCH AS BOMAG BGR 30/}g)OR HAN�-OPERAlEO SINGLE DRUM NBRAiORY ROLLER(SIICH FS BOIAAG
DEiAII]OJ. BW SSE). FNV SOFi ARENS iHFT ARE ENCOUN1EkE0 SHOUL�BE REMOVED ANO REPLACE�lN1H A WELL-GRADE�GRANUTAR 13. ALL POWER AND POWER GR�ONDING CONNELTIONS SHA�L 9E
11. ME APEAS OG iHE OWNERS PROPERtt�ISNP9E0 BY 1HE WJRK ANO NOi LOVEREO 6Y THE iOWER,EOUIPMENi Ofl ORIVEWAY,SHALL 6E GILL, ANO COMPALiEO AS SiAiEO ABOVE. CRIMP-SttIE. COMPRESSION WIRE WGS ANO WIRENUTS BV THOMAS
GRADED TO A UM�ORM SLOPE.ANO SiA91UZEU TO PAEVENT EROSION. AND BETfS (OR EQUAI). LUCS AND WIRENlITS SHALL BE RATE�
fi. COMPACPON CRIIERIN FOP OWER FlLL AREAS ON 91E SHALL MEEi ME SAME REQOIREMENTS NS NOTEO A90VE. FOR OPERATION AT NO LE55 THAN JSC (90'C IF AVAIWBLE).
12 EROSION CONiH�L MEASURES.IG PE�OIFE�OIIRING CONSiPUCiION,SMALI 9E IN CONFORNANCE 1NM iHE LOCAL JUPIS�IC➢ON'S � SOIL COMPACiION SHPLL BE PERFORMEO IN ALLOR�ANCE 1N1H 1ECHNICFI SPECIFlCRTON FOR CONSiRUCiION OF RR010
GWOELWES PoR EROSION ANO SEDIMENi CONIROL. qCCE55 NEIWORK SiES. 14. RACEWAY AND CABLE TRNY SHRLL BE LISTEO OR L4BELED FOR
I}. NLL EAR1H WORN SHALL BE PERFORMEO IN ACCORDNNCE MM IECHNICAI SPECIFlCAII�N GOR WNSiPOC➢ON OF RA010 ACCE55 NEIWOFK ELECTRICAL USE IN ALCORDANCE WITH NEMA, VL, AN51/IEEE HND
��S NEC.
COMPACTION EUUIPMENT:
STRUCTURAL STEEL NOTES:
HANO OPEPAIED�OUBLE OPUM, N9RAi0RY ROLLER, NBRAiORY PLAIE COMPALTOR OP JUMPWG JALH COMPACiOR.
1.ALL SiEEL 1WRK SHALL BE GNIVANIZED IN ACCOP�FNCE N11H AS1M A123(NOi-0IP)UNlE55 NOIE�O1HER0.15E SiRUCiUPAL SiEEL SHALL BE
ASiM-F-]6 UNLE55 OWEPMSE NOlEO ON ME SIIE SP:QFlC�RAN1NGS. S1EEL OESIGN, INSTALLF➢ON AND BOLPNG SHFLL BE PERFOPAIEO IN
ACCOROANCE 1NiH ME PMERICAN INSiIiUiE OG SiEEL CONS1RUCilON(AISC)'MANOAL OF SiEEL CONSWUCTON'.
2. ALL WELOING SHALL BE PEPFORNE�USING EJO%%ELECIHO�ES ANO WELDING SHALL CONGORM i0 AISC. YMERE GILLEi WEL� SIZES FRE NOT
SHOtNJ, PRONOE R1E MINIMUM SIZE PEF iFBLE J2.4 IN 1HE NSL'MANORI OF SiEEL CONSiflOLiI�N".PAINIE�41PFRLES SHALL BE TOUCHEO
UP.
3.BOL1E0 CONNELilONS SHpLL BE FSRA A325 BEAPING iYPE(3/4'0J LONNEC➢ONS ANO SNALL HAVE MINIMUM OF 1W0 BOLTS UNLE55 NOlEO
OiHERN15E. S1EEL FAAENER HARpWARE SHALL BE GALVNMZE�IN ACCOR�ANCE N�iH FSiM A15I(HOi-OIP)
4.NON-SIRUCNRA�CONNECilONS FOR ShFL GRAIING MAT OSE 5/H'DIA.AS1M A 3�)BOLiS UNLE55 NOiE�OIHEPWSE.
S.INSiAILAPON OF CONCREiE EXPANSION/WEOGE ANCHOP, SHALL BE PEk MANIIFACNRER'S WPIiiEN FECOMMEN�E�PNOCE�UkE. ME ANCNOR
BOIt, DOWEL OR FOD SHFLL CONFOPM TO MFNOFACNRER'S RECaMMEN�APON PoR EMBE�NENT�EPRi OP AS SHOWN ON iHE OkAPoNGS. NO
RE6AF SHALL BE LUT M1H011i PflIOR CON1RALi0fl APPROVAL NMEN�RIWNG HOLES IN CONCREIE. SPECIAL INSPECPONS,flEpUIREO BY
GOVERNING COOES, SHALL BE PEPfORMEO IN OR�ER TO MAINiAIN MANUFACNPEP'S MF%IMIIM ALLOWRBLE LOA�S. ALL E%PANSION/WEOGE
ANCH�RS SNALL BE AAINLESS S1EEL OR HOT�IPPEO GALVANIZEO.E%PFNSION BOLIS SHNLL BE PRONDE�BT RAMSET/PEDHEhO,Hllll OR
APPfl�VEO EOUAL.
6. NLL SiRUQORAL S1EEL SHALL BE SUPPLIEO IN ACCOROFNCE INM iEq1NIGL SPELIFlLAlION GOR CONSWUC110N OF PA010 ACCE55 NEiWORN
SI1E5.
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SALEM,NH 03018 O� 1' �q,xoom
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VERTICALRESOURCESGRP. ESSEXCOUNTY FRAMINGHAM, MA 01701 scq�E o¢sicNeoer: rn.rv. oanwHer: c.n.u. 50-145 pp 1
GENERAL NOTES Z. TNE CELWLAR INSTALLATIOR IS AN UNMANNED 1 CONSTRUCTION, MAINTENANCE h OPERATION OF
PRIVATE AND SEQIRED COMPOUND. IT IS ONLY PROPOSED TOWER fACILITY WILL�BE HEL� IN
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ROUTINE NRINTENANCE ANO THEREFORE DOES NOT STATE k FE�ERAL REGULATIONS AND CUIOELMES. (P)A1SiLFNRMUIYY
•� 1HE POSITIONS OF ALL E�IIIPMENi M THE REQUIRE ANY WAIER OR SANITARV SEWER SERYICE.
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ld.1All OC PoXEF SYSIEL
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CONSIRUCTION. ACTUAL HARDWARE OETAILS AND .
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CARRIER ANIENNAS__ ' SERINGS AND CONFIGURATIONS (1/SECL, J iOT.)
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NOTES.
STRUCTOML ANALY515 TO
OEiERMME TOWERS G4PhCIlY
ro suvvoal vaovoseo I (c)(z)eaus-�r
ANTENNAS SMPLL BE DONE BT � _ _(CARRIf2 AN]ENNAS__ (EJ At&I£RICSSON (PJ i-NEW d
OTHEliS ELEV =Si15"-0"AIX. (EJ AThi RU-li i0 REMAIN hEtl5/WC (/��?T TA�INE�O
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R£IAMEO(!/SELL, J TOTJ I �
I
PROPOSED ISOMETRIC ISOMETRIC
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I
LTE OCTOPORT ANTENNA
� _�ARR,fRa����A�_— ANTENNA MOUNTING PLAN VIEW �� — & RET DETAIL ��
o m acv =tea=o'aci. � scue: N..s. oa
I SLALE: N.T.S.
I
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� � MOUNiE� TO UNISTRUTS EXIStING qNIENNA
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I � o a a9p ExISTNG
MOIINIING-�
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� 185 ASSEM9LY
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qiCVOSED A1�T L]E OC PoMER e &A 13.3" 9.5"
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I �- T�BE �EiERMMED IN FlEID
I
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li. ''1 25qp ISUO
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"'E" °�EW ARRESTOR MOUNTING DETAIL �e�
� � � GRAPHIC scntiE � PROPOSED GE INFINITY PROPOSED ERICSSON
s�: �.rs. �
ELEVATION VIEW + POWER BAY 5 DUAL PA RRH e
SCAIE: i•= m• �y SGLLE: H.is. UC SCALE: N.is. D4
( w eeer 1
1 wcF= 10 IL
SITE NUMBER: MA3057 �--,' a�Q,♦ ��� AT&T M�B���TY
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KIT AT A 6ENp AN� ALWAYS OIRECT GROUND BAR � � Otl0 Olb OMO O[b
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MOONTED NEPR/BELOW GROUND
AMENNH
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�° °�°°"° w��� WIRE TO GROUND BAR ��� _ �
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CONNECTION OF GROUND WIRES TO GROUNDING BAR (CIGBE) �� SCA�E �f s 05 ''�- .,. ' _.
SLALE�. N.T.S. OS -
l POU,.
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NOTE 2 NOTE 2 NOTE 2 NOTE 2 � � � � � • ` �TE�� ���m �ha52 ���
ANTENNA COA% ANTENNA COAx ANIENNA COHX 2-GPS COA% U� � u F �
BOT GNO KIT BOT. GNO KIT BOi GNO KIT GN� NIT _ _ — �
CABLE CA6LE CHBLE LABIE 2 � �� �}
�
30' 1ao' 2]P —X6 AwG Q� NOTE: ��--
nN1ENNn nN1ErvNn nMENNa DISCON. 9^�� L CONTRACTOR TO CONFIRM ALL PARTS PLUMBING DIAGRAM / � \
NOiE I NOTE I NOiE t SNITCH 2 WSTALL ALL EQUIPMENT PER MANUFACTURERS
ANiENNA COA% aNIENNA COAX ANIENNA COP% EOU. SCALE N.iS OS
TOP GND Nli TOP GN� KIT TOP GND KIT �ps �T� RECOMMENDATIONS
CA9LE CABLE CABLE �2 B�H, �i
Ns Aw� �r M�` GROUNDING CONNECTION DETAIL �s� �
GNp 9AR GND BAR GND BAR � � � SCaLE N.T.S. 05 ��.,
g2 9CW 1-2 AWG TO MAIN GROUN� BAR ',
(MGB) IN EpUIPMENT SPAGE OR
TOP MGB BUPoED GROUND CONDUCIDR AS
, , , p2 BCw APPLICABLE
• NEWTON INSTRUMENT COMPANY, INC.
• • • • • 2/0 BCw TO SHELiER BUTNER, N.C. OR APPROVED EQUAL EXOTHERMIC WELD � I
GROUNO STSTEM � � �
q2 cREEN COrvpurtS - ITEM REp. PART N0. �ESCRIPTION (OUT�OORS ON-GRA�E 3 ,
INSUV.TEO T0�- p/a BCw TO EHISTING ONLY� ` O i
eonom Mce CA9LE 1Rnv TOwER GROUND SvSTEM lO 1 ��4"x4"x17' PRE DRILLEO GND. BAR o� � ,
= 2O 2 A-6056 WALL MTG. BRKT. �� \ �6`.1�� ° ° I .
4 � 2"' �1 o a� .
O3 2 3061-4 INSULATORS �' o o ' o
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2 BON� ANTENNA GROUNDING KIT CABLE TO BOTTOM QGBE SO 4 3015-8 5/0 LOCKWASHER �'/ 1 �p'
6� 2 3014-8 5�8"-11 HE% NUT ��� �
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SCHEMATIC GROUNDING DIAGRAM �
s�a�E: „r.s o5 GROUND BAR DETAIL 6
scn�E: N.t.s. 05
SITENUMBER: MA3057 ��'3 a�Q,T �a'�'`"��� ATP�T MOBILITY
V�� 489 Washington-Street ��� irl VC� o �
nub�r�, Mn oiso� z�rvoarNv�s�ea�uoRive SITE NAME: SALEM 2
sn�eM,NHasms O� MObllity �i oe�io/�s Faa co�srauaiaH cA.M. xozmee GROUNDING DETAILS
rei. (soa) sai— eseo � � rei.iew�az�-oe�o �,� ��°
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SALEM, MA 01970 No. onre aemsioN ar cHk nvv'o 50-145
VERTIGALRESOURCESGRP. ESSEXCOUNTY FRAMINGHAM, MA 01701 scqiE oesicNcoar�. in.N. oenwNar: cn.m. OS 1
+ PROJECT INFORMATION
SCOPE OF WORK UNMANNED COMMUNICATIONS FACILIiY MODIFICATIONS A��
SITE NUMBER: MA3057 ��
SITE NAME: SALEM 2 f,
^�'�
SRE ADDRESS' 0 CAIN ROAD 0����
SALEM, MA 01970 ,�
�
PROPERN OWNER: AMERICAN TOWER CORP _
116 HUNGTINTON AVE, i1TH FLOOR ���o.��� Mobility
BOSTON, MA 02116
APPLICANT' AT&T MOBILIN �O�'/
550 COCHITUATE RD �f
SUITES 17 & 14 ,
FRAMINGHAM, MA 01701
CONTACi: TEL 866-915-Sfi00
COORDINATES L4T. N42A9311'
L°"G W7093833� SITE NUMBER: MA3057
GROUND LEVEL 3170'
nFFO REFERENCE' N�A
S�TEPAR°E� N° N�A SITE NAME : SALEM 2
��RRENT Z�N�N�� N�A
HORIZONTAL DATUM: (NAD) 1983
LOCATION MAP APPLICABLE BUILDING CODES AND STANDARDS
DRAWWG INDEX REV DIRECTIONS: FROM BOSTON TAKE I-90 EAST TO E%IT 14 RT-728 NORTH PROCEED NORTH ON
RT-128. TAKE E%IT 44A TOWARDS SALEM ST. PROCEED EAST ON RT-129. NRN LEFT ON RT-107. SUBCONTRACTOR�S WORK SHALL COMPLY WITH PROJECT STANDARDS AND SPECIFICATIONS.
O� TITLE SHEET � TURN LEFT ON JOHN H. CANN ROAD. SITE IS AT ENO OF ROA�. SUBCONTRACTOft WORK SHALL COMPLV WITH ALL APPLICABLE NATIONA�, STATE, AND LOCAL CO�ES
AS ADOPTED BY THE LOCA� AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE
SITE ACCESS: LOCKEO GATE EDITION OF THE AHJ ADOPTED CODES ANO STANDARDS W EFFECT ON THE DATE OF CONTRACT
OY NOTES � , . �-.— �� T� \.�.-- - - .�.� ;` �.,� A'NARD SHALL GOVERN THE DESIGN.
�, '3���FrtR � � � �� � BUIL�ING CODE:
�� - \ ��(�' MASSACHUSETTS 6UI�DING CODE LATEST EDITION
03 SITE PLAN &EQUIPMENT PLAN � � I '` ��(�°01y. �
h , � E�EcrRicn� cooE:
� ''� -�5 � �Y- NATIONAL ELECTRICA� CODE LATEST EDITION
04 ELEVATION VIEW&ANTENNA LAYOUT 1 N �� � �� ° s suecoNrRncTOR's woRK sNA�� coMP�v wirH rHE �sTEST EoilioN oF �HE Fo��owiNc
is
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AMERICAN INSTRUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD,
�� 4,h SVK.p p,� � qlgnlsna / "ko NWTH EDITION
' 'J'� �� ���/�'0 � //� Park � AMERICAN NATIONAL STAN�AROS INSTITUTE/TELECOMMl1NICATI0N5 INDUSTftY ASSOCIATION (AN51/TIA)
�� � �•�'•� 222-F OR G AS APPLICnBLE, STRUCTURAL STANDARDS FOR STEEL AMENNA TOWER AND
♦ Y�-K�y� � - AMENNA SUPPORTING STRUCTURES:
[� °' TIA 607, COMMERCIAL BUILDING GROUNOING AND BONDING REQUIREMENTS POR
G S q � ..Sn� � ' � Y � � � TELECOMMUNICATIONS
\
Q � INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGWEERS QEEE) 81, GLlIOE FOR MEASURING EARTH
� � � LynnWaoCa � M� C'° ` RESISTIVIiY. GROUND IMPEDANCE. AND EARTH SURFACE POTENTIA�S OF A GROUND SYSTEM
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�� �� � IEEE 1700 (1999) RECOMMENDED PRACTICE FOR POWERING AN� GROUNOING OF ELECTRONIC
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� �P THECONTRACTORISREOUIREDTO � E�,dy.pp,� Q PU�� ry,A ��o �qo�. � ��e✓� CIRCUITS (FOR LOCATION CATEGORY ��C3�� AND "HIGH SYSTEM E%POSURE )
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CONTACT & UTILITY INFORMATION �� 9t ¢`�� �@ �� i AN51 T1 311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION
���, � � m �'� ��,� . o � �
CONTACT CONTACi COMPANY PHONE N0. ^ FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CO�ES ANO StANDARDS REGARDING MATERIAL,
'/ � ' (3�; . e � , . t METHODS OF CONSTRUCTION, OR OTHER REOUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT
ENGWEERING� MIGUEL N08RE VRG (508) 981-9590 s �� �,yy �> � SHALL GOVERN. WHERE THERE IS CONFLICT BENJEEN A GENERAL REQUIREMENT AND A SPECIRC
SITE ACQUISITION: CARL AOUILINA SAI (603) 421-0470 ����� �, ' Ndy N�� �- 6`'� .(� ��@�f � �� REQUIREMENT, THE SPECIFIC REOUIREMENT SHALL GOVERN.
CONSTRUCTION: CARL HOWLINA SAI (603) 421-0470 S ��;k� �1 ^ rL nM �G�
urwr� s �_ � i F �'a��a+ �fl� �r
' POWER: WORK REOl1E5T GROl1P NATIONAL GRID (800) 375-7405 �+ � �� p� � `
TELCO: � VERIZON (800) 941-9900 ' �� '^� N e � B n 1 8 a y
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V�� ae9 washington Street p�NORTHWESTERN�RIVE SITENAME: SALEM2 ��+—�— � firl VC e�rn��`
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VERTICALRESOURCESGRP. ESSEXCOUNTY FRAMINGHAM, MA 01701 scp�E oescNEo ar�. m.e. ow,wry sv: cn.rn. 50-145 p� 1
GEWERAL NOTES CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES ELECTRICAL INSTALLATION NOTES (cont.)
L G�R RIE PORPOSE OF LONSiRUCiION �RANiNq iNE FOLL�VANG OEFINIPONS SHFLL APPLY I. ALL CONCREIE WORK SHALL BE IN ACCORDANCE&1TH iHE FQ 301, ACI }�g.ACI 1�6. FSiM A184, ASiM A185 ANO ME OESIGN ANO 1. ALL ELELTRICAL WORK SHALL BE PERFORMEO IN ACCOR�ANCE 15. ELECTRICAL MEfALLIC TUBING (EMi) OR RICID NONMETALLIC CONDl11T
CONiPACTOfl - PRIME CONiRACiOR CONSTFUCIION SPECIFlCAiION FOR CAST-IN-PLACE CONCREiE. WRH THE PROJECT SPECIFlCATIONS, NEC AN� HLL HPP�ICABLE LOCAL (LE., eIG10 WC SCHE�ULE 40, OR RIGIp WC SCHE�ULE 00 FOR LOCATIONS
SOBCONiRACiOR - GENEFAL CaNiRALTOR(CONSiRUCPON) CODES. Sl1BJECT TO PHYSICNL OhMAGE) SHALI BE USE� FOR EXPOSE� INOOOR
ONNER - AihT VdflELE55 2. ALL CONCREff SHALL HAVE h MINIMUM COMPRESSIVE SiRENGRI OF 4000 P51 AT 29�FYS,I1NLE55 NOIE�OiHERNiSE. F HIGHER LOCATIONS.
OEM - ORIGINAL EOUIPMEM NANIIfACNRER SiRENG14(4000 P51)NAY BE 1I5E0. p. CONDUIT ROUTINGS ARE SCHEMATIC. SUBLONTRACTOR SHHLL
INSTALL CONDORS 50 THAT ACLESS TO E�l11PMEM IS NW
2. PPIOP i0 iHE SIIBMISSION OF BIDS, iHE BIOOING SUB[ONiPACiOR SHALL NSIi iHE CELL SlE ID FAMWAflIZE N1iH RIE E%IS➢NG CONOIilONS AN� 3. REINPoRCING SIEEL SHALL CONFORM i0 ASiAI A fi15,GRA�E 60.OEPoflMEO IINtE55 NOlEO OiHERINSE. WELOE�R18E GN9RIC SHALL BLOCKEO. 16. ELECTRICAL MEfALLIC TUBING (EMT), ELELTRICAL NONMEfALLIC TU91NG
i�CONFIRM iNAi R1E WOPK CAN BE NCCOMPLISHED AS SHOWN ON ME CONSIItI1CTON OkhWINGS.ANT DISLREPANCT GOUNQ SHALL BE BNOIIGHi CONGORM TO ASIM A 185 WEl➢EO SiEEL VAPE FpBFIC ONLE55 NOIED OWEfllNSE. SPl10E5 SHALL BE CLA55"B' ANO ALL HOOKS , (ENT). OR RIGID NONMEfALUC WNDUR (RIGI� PVC. SCHEDULE 40) SHALL
i0 lHE ATiEN110N OF CONiRACiOfl. SHALL BE STANOARO,IlNO. BE USE� FOR C�NCEALED INOODR LOGTIONS.
b- WIRING. RFCEWHT AN� SUPPORT MEfH0�5 ANO MATERIALS SHALL
3.ALL MAIERIALS NRNISHEO AN�INSiALIE� SHALL BE M SIPICi ACCOROANCE'MiH AlL RPPIILABLE CO�ES,REGULAlIONS,AN�OP�INANLES. 4. 1HE FOLLOMNG MINIMUM WNCREIE COKR SHALL BE PflON�EO PoR REMFOflQNG SiEEL UNLE55 SHOWN OiNEPYASE ON ORAMNGS' COMPLY WItH THE ftEOWREMENTS Of THE NEC AND TELCOROIA.
SUBWNBACiOR SHAIL ISSUE ALL FPPROPRIAiE NOPCES ANO COMPLT NIT1 ALL LAWS. Ofl01NANCES,RULES,REGULAP�NS,AND LFWGUL OFDERS OF iJ. GRLVANRE� 4EEL INTERMEOIRTE MEiALLIC C�N�UR (IMC) SHALL BE
ANY PU9l1L AVMORIIY kEGAR�ING 1HE PERfOPMANCE OF lHE WORN. CONCREiE CRSi AGNINST EAPW__...d IN. 4. ALL QRCUITS SHALL BE SEGREGATEO PND MAINTAIN MINIMOM USED FOR OUTDOOR LOCATIONS ABWE GRADE.
CONWEiE E%POSE�TO EAR1H OR WEFh1ER: CABLE SEPARATION AS REa1lIRE0 BY THE NEC AN� TELCOPDIA.
ALL WOPK CARRIE�011i SHALL COMPLY INiH RLL FPPLICABIE MUNICIPAL ANO U110iY COMPANY SPECIFICAlI�NS AND LOCAL JIIRIS�IC110NA1 COUES, 18. RIGID NONMETALLIC LONDUIT Q.E, RIGIO PVC SCHE�ULE 40 OR RIGID
OROINPNLES AND APPOCABL£REGIILAPONS. bfi FND LAPGER _._...................1 INCH
/5 ANp SMALL£R k WWF.........__1 1/2 MCH 5. CA9LE5 SHALL NOT BE ROUTED THROIICH LADDER-SiVLE CABLE P�C SCHEDULE B�) SHALL BE USED 11N�ERGROUN�; DIRECT BURIED, IN
6. pPAV�1NG5 GRON�E�HEFE ARE NOT t0 SCALE UNLE55 OIHERWSE NOlEO AN�AflE INiENDE� i0 SHOW OURINE ONtY. TRAY RVNGS. AREAS OG OCGSIONAL LIGHT VEHICLE TRAFRC OR ENCASED IN REINFORCED
CONCREIE NOt EXPOSE�TO ENRiN OR WFNiNEfl OR NOT CONCREfE IN qREqS OF HEAVT VEHI0.E TRAFFIC.
5.UNlE55 NOiEO 01HERN15E, R1E WORK SHALL INCW�E NRNISHINC AIAIEPIALS,EOUIPMENi,APPURiENANCES.AN�LABOR NECESSARY i0 CASi AGAMST 1HE GflOUN�: 6. EALH END OF EVERY POWER, POWER PHASE CONDIICTOR Q.E,
COMPIEIE ALL INSiALLAlI0N5 AS IN�ICAIE�ON RIE ORANiNGS. HOTS), GROIINDING, AND Tl LON�UCiOR AND CABLE SHHLL BE 14 LIpUI�-TIGHT F�E%IBLE MEiALLIC CONDUR (LIQUI�-TRE FLEX) SHALL BE
SLAB AND WALL....... .........._...3/4 INGH 115E� IN��ORS ANO OUTOOORS, WHERE VIBRATION OCCURS OR REXIBILItt IS
6. iNE SU9CONiRACtOR SHALLINSiALL ALL EpUIPMENi ANO MAIEAlALS IN ACLOFDANCE Po1H MANIIFACiURER'S RECOMMENDAilONS ONLE55 BEAMS ANO COWMNS........_.........I I/4 INCH LABELEO WITH COLOR-CODE� INSUlAT10N OR ELECTRICHL TAPE (3M NEEDE�.
SPECIFICALLY SiAiEO OiHERlNSE BRAND, 1/2 INCH PL45TIC ELECTRICAL TAPE WRH UV PROTECTION,
5. A}�y' LHAMFER SNRLL BE PRONOE�At ALL E%POSE�EOGES OF CONCREI£, ONO,IN ACLOfl�ANCE INRI ACI 301 SECPON 424. aR EOUAL). THE IOENTIFICATION METHOD SHALL CONFORM WITH NEC
>. IF 1HE SPEQFlE�EpUIPMENT LRNNOi BE INSiPLLE�AS SHOWN ON TiESE OFRWINGS, iHE SOBC�N1HACi0R SHALL PROFOSE AN ALffRNFiIVE g OSHA. 2�. CONOUR AND TUBING FITfINGS SHHLL BE THREAOEO OR
INSiALLAlION FOR APPROVAL BY iHE CONiRACiOP. 6. INSiALIAtION OF CONCREiE E%PANSION/WEOGE ANCHOR,SHALL 9E PER MANVFACNRER'S WflIT1EN FECOMMEN�E➢PROCE�UPE. WE COMPRESSION-ttPE AN� APPFOVE� FOR THE LOCAiION USE�. SEfSCREW
B.SUBCONWACi�R SHRLI OEiERMINE ACNAL FOIITNG OF CONONT, POWEF AND TI CA9LE5,GROUN�ING LABLES AS SHOWN ON iHE POl4£R, ANCHOR BOLi,0015£L OR R00 SHALL CONFORM i0 MANUFACNkER'S RECOMNENDAPON FOR EM9E�MENT OEPM OF AS SHOWN ON � q�� ELECTRICAL LOMPONENTS SHALL BE CIEAR�Y IABELEO WITH FlTfINGS ARE NOT ACCEPTABLE.
CROIIN�ING AND tELLO PLAN OPAINNG. ROUPNG OF CON�Ni fOR PoWER ANO lELCO SHALL BE PPPROVED BY OWNER OF SRE. iHE�PANINGS.NO REBAR SHALL BE C11T 1NiH0Vi PRI�R CONWACtOR APPR�VAL WNEN OFIWNG HOLES M CONLREIE. SPECINL pERMANENT LABELS. ALL EQUIPMENT SHAL� BE IABE�ED WRH THEIR
WSPECilONS.REOIIIRE�9T GOVERNINC COOES, SHALL BE PERFORME�IN OROER TO MAINiAIN MANUFACNftER'S MA%IMUM ALLOWABLE 2L CABWEfS, BOXES, AN� WIREWAYS SHALL BE LI4E� �R LABE�E� FOR
9. iHE SU9CONWACiOR SNALL PPOiECi E%IS➢NG IMPPOVENENiS,PAVEMENiS,C11RBS LANDSCAPING AND StHOCiURES. ANY OAMAGE�PARi SNALL L�A05. ALl EXPANSION/WEDGE ANCHORS SNNIL BE SiPINLE55 S1EEL OP HOi�IPPE�CALVANRE�. E%PANSION BOLiS SHALL 6E VOLTAGE RATINQ PHHSE CONFlGURATION, WIRE CONFlGURATION, EIECTRICAI 115E IN ALCOR�ANCE WITH NEMA. UL, AN51/IEEE, hND NEC.
PRON�E�BY RAMSEi/RE�HEFO NIL1I OR APPROVE�EOl1AL POWER OR AMPACIiV RATING, AND BRHNCH CIRCl1R ID NUMBERS
BE FEPAIREU AT SUBWNiRACiOR'S E%PENSE TO iHE SAPSFFCiION OF OWNER. (I.E., PANELBOAR� ANO CIRCUIT 10'S). NO HANO WRIITEN tABELS
10. SIIBCONWACT�R SHALL tEGFLLY RNO PROPERLT�ISPWE OF ALL SCRPP MAffFIALS SOCH FS CORXIFL CPBLES FND O1HEP IlEMS REMOYEO Z CONCPEiE LYLINOEF iESi IS NOt REOIIIflE�FOR SLAB ON GRAOE WHEN CONCREiE 6 LESS 1HAN 5�CUBIC YAR�S(19C 1905.fi2.3) qLLOWED. 2Z WIREWATS SHALL 6E EPO%Y-COATED (GRAY) AND INCWOE A HINGED
LPOM 1HE E%ISPNG FAQLIiY. ANiENNAS REMOVE�SHALL BE REiURNEO i0 WE OWNER'S DESIGNAiE�IOCAiION. IN WAT EVENT ME FOLLOWING RECOR�S SHALL BE PRONOEO 9T T1E CONCPEIE SUPPLIER: COVER. OESIGNEO TO SWING OPEN �OWNWARO: SHALL BE PNNDUR NPE E
(A)RESULiS OF CONCREiE CYLINDER iE5i5 PERGORMEG Ai R1E SIIPPtIER'S PLANi, B. PANELBaARDS (10 NUMBERS) AND INiERNAL QRCUIi BREAKERS (OR EOUALJ: ANO RNTED NEMH 1 (OR BEffER) INDOORS, OR NEMA }R (OR
11.SIIBCONIRFLTOR SHALL LEAVE PREMISES IN CLEAN CONOI110N. CIRCUIT ID Nl1MBERS) SHALL BE CLEARLT LABELE�. NO HAND BEfTER) OUTOOORS.
(B)CERPFICATON OF HINIMIIM COMPRESSIVE SIRENGiH FOP R1E CONCREiE GRAOE SlIPGOE�. WRITfEN LABELS ALLOWED.
SITE WORK GENERAL NOTES FOR GREFiER iHRN 50 CUBIC TAPDS ME GC SHNLL PERFORM iHE LONCREIE CYLNOER IE52 23. EOUIPMENT CABINEfS, TERMINhL BO%E5. JUNCTION BO%E5, ANO PULL
9. ALL TIE WRAPS SHALL 9E CIIT FWSH WITX HPPROVE� CVTfING BOXES SNALL BE GAWANIZED OR EPO%V-COATE� SHEEi 4EEL, SHALL MEEf
1. ME SUBCONiRACTOR SNALL CONiALT UtlLltt��CAiING SFANCES PRIOR TO R1E SiARi Of CONS1ROCi1�N. 9. FS AN ALIEFNA➢VE TO IIEM ], iESi CttINpE45 SHPLL BE TAKEN INIiIALLY AND 1HEREAREfl FOR EVERY 50 YAP�S OF CONLflEIE TOOL T� REMOVE SHARP EDGES. OR EXCEEO UL 5�, AND RATED NEMA i (OR BEiTER) INDOORS. OR NEMA
FRON EFCH OIFFERENi BAiCH PLANi. }R (OR BETfER) OUi00�R5
2 ALL E%ISPNG NC➢VE SEWEP, WAiER.GAS,ELECiRIL,AN�ORIER 0➢LI11E5 WNERE ENCOONiERE�IN iHE WORK, SHALL BE PROiEC1E0 Ai 10. POWER, COMFOI, AN� EQUIPMENT GROUND WIRING IN TUBING
HLL PMES, ANP WHERE PEWIRED FOR iHE PROPER E%EWiION OF iHE WOPK, SHALL BE PELOCNiE�AS OIRECiE�BY CONWACiOfl. E%iREME 4 EOUIPMENt SHALL NOT BE PLACE�ON NEW PA�S FOR SEVEN�ATS AFiER PAO IS POOPE�, UNLE55 IT IS VERIFlE�BT 1E5T5 RIAi OR CONOUIT SHALL BE SINGLE CONOUCTOR (SIZE 14 AWG OR �4� METAL RECEPiHCLE. SWITCH, AND �EVICE 80%ES SHALL BE GALVANI2ED.
CFIIiION SHOUL�9E USEO BY iHE SUBCONiRACiOR WHEN E%CAVAPNG OP ORILLING PIEflS Afl�IIND OP NEAR IIPLIPES. SIIBCOMRACTOR COMGRESSIVE SBENGRI HAS BEEN ATfPWE�. EPDXY-COATE�, OR NON-COFROOING; SHALL MEEf OR E%CEE� UL 516A
SNALL PPON�E SAFEtt IRNINING�OR 1HE WOeKING CREW iH15 WILL INCWDE BUT NOi BE LIMIIEp TO A)FALI PROiECPON B)LONFINE� �0. ALL WNLREIE SHAIL BE SUPPLIE�IN PLCOR�ANCE YAiH IECHNICAL SPEQFICAlION FOR CONSiflUCiION OG kho10 ACCE55 NEIWOPK �RGERJ, fiO�V. OIL RESISTANT THHN OR THWN-2, C1A55 B qN� NEMA OS 1: ANO RATE� NEMA 1 (OR BETTER) IN�OORS. OF WEATHER
SPNCE C)ELECiRICAL SAFEtt�) iRENLHING h EXCAVAiION. SIIES. SiRAN�EO COPPER CABLE RATE� FOR 90 'C (WEf AND ORV) pROTECTEO (WP OR 6EffERJ DUTDOORS.
OPERATION; LISTE� OR UBELE� FOR THE LOCATION AND RACEWAV
3. qLL SIiE WORN SHALL BE AS INOICFIEO ON IHE ORFWINGS ANO PROJECT SPECIFlLAPONS. SVSLEM USEO. UN�E55 OTHEFW6E SPEQREO.
4.IF NECESSFPY. PUB615H, SNMPS, �E6PI5. STCKS, STONES, i0P 501�AN�OMEk RENSE SHALL 9E PEM04E�FROM WE Slff NNO SOIL COMPACTION NOTES FOR SLAB ON GRADE: zs. NONr��rn�uc RECEPTA0.E SWITCH, AN� OEVICE 90%ES SHALL MEEf OR
OISPOSEO Of LEGALLY. 1 L SUPPLEMENTAL EOUIPMENT GROUN� WIRING LOCATED INOOORS E%CEE� NEMA OS 2: ANO RhTED NEMA 1 (OR BETTERJ INpO0R5, OR
L E%LAVAIE AS PEWIPED TO REMOVE VECEtAPON ANO tOPS01L,E%POSE IINDISiUR9E0 NAIDRAL SUBCRNOE AN�PUCE SHHLL BE SINGLE CON�UCTOR (92E 6 AWG OR LARGER), 6�OV, OIL W�THER PROTECTEO (WP OR BERER) OUIDOORS. �
5. ALL E%ISPNG INACPVE SEWER,WAiER, GAS, ELECiRIC AN� OiHER UPLIiIES, WHILN INIERGEPE WRI IHE E%ECUPON OG iHE WORN. SHALL CRIISHEO SiONE FS REOUIREO. RESISTANT THHN OR THWN-2 GREEN INSULATION, CLA55 9 �
BE RENOVE�AND/OR CAPPE�.GIUGGED OR O1HERINSE OISWNPNUEO Ai POIMS WMICH R1LL NOT INiERFERE YAiH 1HE E%ECUil0.4 OG iHE STRAN�EO COPPER CABLE RATE� FOR 90 'C (WEf AN� DFY) �6. THE SU9CONTRACTOR SHALL NOTIfY ANO OBTAIN NECESSHRV jl
WORN. SIIBJELT TO iHE APPROVAL OF CONiflACTOR.OYMER ANO/OP LOCAL UilLlllEi 2 C�MPAC110N CEPIIFlCF➢ON: AN INSPECPON AN�WRITiEN CEPIIFlCAiION BY A Ol1NLIFlE�GEOIECHNICAL IECHNICIAN OR OPERPTION; LISTED OR LABELE� FOR THE LOCATION ANO RACEWHT AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORH ON RiE
ENGINEER IS NCLEPiA6LE. SVStEM IlSE�, UNLE55 OTHERWISE SPECIFlE�. AL POWER �ISTRIBUTION PANELS.
6. SIIBCONiRACiOR SHRLL MINIMRE�ISiURBANCE ID E%IS11NG SIiE�URING CONSWOC110N.
J. 1HE SOBCON1AACi0fl SHALL PRONOE SIiE SIGNRGE IN ACCOPOANCE IN1H 1HE OWNEP SPECIFlLAlION FOR SIIE SIGNAGE. �� AS AN ALIEFNNIIVE i01N5PECilON AN�WRITiEN CERiIRCAlION,1HE"UN�ISiURBED SOII'BASE SHALL BE LOMPACiEO W1iH �p pOWER AN� CONTROL WIRING. NOT IN TUBINC OR CON�UIT, ��� THE SUBCONTRACTOP SHALL PROVI�E NECESSART TAGGING �N THE
"CaMPACPON EOWPMENT",1I5ff0 BELOW.TO AT LEASi 9�R MO�IRE�PkOGiOR MA%IMUM DENSIiY PER ASiM �159 MEIHOD BREAKERS, CABlES AN� 014RIBUTION PANELS IN ACCOROHNCE WITH THE
� SHALL BE MULTI-CONDUCTOR, ttPE TC CAB�E (9ZE 14 AWG OR pppLICA9LE LO�ES AND SiANpAR�S TO SAFEGUARD AGAINST LIFE ANO
9. ME SI1E SHFLL BE GRNOE�i0 CFIISE SUFFALE WAIEP i0 ROW AWNT FPOM 1HE iflANSMI5510N EOUIPMENT ANO TOWER AREAS. �qRGER), 600V. 01� RESISTANT THHN OR THWN-2, CL15S B
4. CONPAGIE�SU9BASE SHNLL BE ONIFORM AN�LEVEIE�. PflON�E fi MINIMUM CROSNE�STONE OR GflAVEL COMPACiE�IN }' PROPERiY.
9. NO RLL OR EMBANNNENT NNiERIAL SHALL BE PLACE��N FROZEN GROON�. FROZEN MNiERIALS. SN�W OR ICE SHALL NOi BE PLFCE�W LIRS ABOK COMPAClEO SOIL GPAVEL SHALL BE NANRAL OR CRUSHE�YA1H IOOS PASSING 1"SIEK. STRANDE� COPPER CABLE RATED FOR 90 'C (WET ANO DRT)
OPERATION; WITH OVTER JACNEq LISTEO OR IABELEO FOR THE
ANY FlLL OR EMBANKMEM.
S AS AN A�IERNATVE i011EM5 2 NNO]PROOG ROLL iHE SOBGRA�E SOILS 1NM 5 PASSES Of A MEOIOM SZED NBRATORT LOCATI�N USEO, 11NLE55 OTHERWISE SPECIfIEO.
10. ME SU9 CRF�E SHALL BE COMPACiEO AN�9ROIlGHT t0 A SM�OR1 IINIFORM GFAOE PRIOR TO RNISHE�SIIRFALE APPLICF110N, SEE p�q��OMPPCiOR(StICH AS BOMAG BPR]0/38J Ofl HANO-aPERAIE�SINGIE ORUM N6RAi0RY ROLLER(SI1CH AS BOMRG
�EtAIL 30]. BW SSE). ANT SOGT AftEAS RIAi ARE ENCOUNtEREO SHOpLO BE ftEMOVEO ANO REPLACEO YAiH A WELL-GRhOE� GRANULAP 13. HLl POWER AND POWER GROIlN01NG CONNECilONS SHALI BE
11. WE ARENS OF iHE OWNERS PPOPERTY OISNRBED BY iHE WOFK AN�NOi COVEREO BY iHE iOWEP.EOIIIPMENi OF ORIVEWAY, SHALL BE RLL, AND COMPACIED AS STAIEp RBOK. CRIMP-SiVLE COMPRESSION WIRE WGS AN� WIRENUTS BY THOMAS
GRA�EO TO A IIMFORH SLOPE, AND STABILREO TO PREVENi EPOSION. ANO BEITS (OR EOVAL). WGS AND WIRENUTS SHAL BE RHTED
6. COMPAC➢ON LRIIEPIA FOR OiHEP FILI AREAS ON SIIE SHFLL MEET 1HE SAME RE4111REMENTS AS NOiEO ABOVE FOR OPERATION AT NO LE55 THHN �5'C (90'C IF AVAILABLE).
12 EflO510N CONiROL MEASURES. IF REOUIRED D1IRING WNSiRI1CPON, SHALL BE W CONFORMANCE 1NiH ME LOCAL NRISOICPONS �, SOIL COMPRC110N SHALL BE PEFGORME�IN ACCORDANCE 1NlH IELHNICAL SPELIFlCAlION FOR CONSWUCPON OF RADIO
GUIOELMES FOP EROSION ANp SEOIMENt CONWOL. ACCESS NEiWORK SIlES. 14. RACEWAY AN� CABLE TRAV SHALL 9E L14E� OR LABELED FOR
13. ALL EAR1H WOFK SHALL BE PERGORNED IN FCCOFDANCE M1H IECHNICAI SPECIFlCFPON FOk CONSWUC110N OF RA�10 ACLESS NEiW(IRK ELECTRICAI USE IN ACCOROANCE WITH NEMA. UL, AN51/IEEE NND
NEC.
SI1ES
COMPACTION EQUIPMENT:
STRUCTURAL STEEL NOTES:
HANp�PERAlEO OOUBLE�RUM, NBFAiORT ROLL£R, VIBPATORY PLAIE WMPACTOR OR JIIMPINC JACR COMPALTOR.
1. ALL SIEEt WOPK SHALL BE GALVANREO IN FLCOR�ANCE W1iN A4M Al2}(HOi-OIP)UNlESS NO1E�OIHERVdSE SWUCNRAL AEEL SHALL BE
ASTh1-A-]6 UNLE55 OINERNISE NOffO ON 1HE SIiE SPEQFlC DRAINNGS. 4EEL OESIGN, INSiRLIAiION AN�BOLIING SHALL BE PEPFORME�IN
ACCOftOANCE N1iH 1HE AMERILAN INSIIIDII OF S1EEL CONSiRULPON (AISC)'MANUAL OF SiEEL CONSiPULPON'.
2. ALL WELOING SNALL BE PERPoRME�USING E)0%%ELECWOOES AN� WELOING SHALL CONPoRM i0 AISC. WNERE FILLEi WEI� SRES ARE NO2
SHOYM, PRON�E WE MININIIM 9ZE PER iA9LE J3< IN RIE AISC"MFNUAL OF S1EEL CONSiFI1ClI�N'.PAINiEO SIIPFACES SHALL BE iOUCHEO
UP.
' 1.BOL1E0 CONNEC110N5 SHALI BE ASi1A A]YS BEAPING ME(3/4"m)CONNECPONS ANO SHALL HAVE MINIMUH OF iW0 BOLIS I1NLE55 NOIE� .
ORiERINY. S1EEL GAAENER HAR�WARE SNALL BE GALVANRE�IN ACCORpANLE N11H ASiM A153(HOi-0IP)
1. NON-SiRVCNRA�CONNECilONS FOk SffEI GRAPNG MAY USE 5/8' OIA.NSiM A]�]BOL15 UNLE55 NOiED O1HERINSE.
S MSiALLATON OF CONCREIE E%PANSION/NEOGE ANCHOR. SHALL 6E PER MANpFI.CNRER'S WRILIEN PECOMNENDE�PROCEOIIPE. 1HE ANCHOR
BOIT.DOWEL OP fl0�SHALL CONGOflM TO RANIIGACNRER'S RECOMMENOAPON FOR EM9E�MENT�EPiH OR AS SNOWN ON 1HE�RFYANGS. NO
REBFP SHALL BE CVT YARiOUi PRIOR CONIPACTOF APPROVAL MNEN DRILLING HOLES IN CONCPEIE. SPECIFL WSPECTONS,REOI11PE0 9T
WVERNING COOES,SHFLL BE PEkFORME�IN OROER i0 MAMTAIN MANUGACNRER'S MAXIMUM ALLOWNBIE LOA05. ALl E%PFNSION/WE�GE
ANLNORS SHALL BE STAWLE55 S1EEL OR HOT�IPPEO GALVANIZED. E%PANSION 90LR SHALL BE PkON�E�9Y RAMSET/REOHEAD, MLII OR
APPPOKO EOl1AL. '
fi. ALL SiRI1CiURAL S1EEL SHALL 9E SVPPLIE�IN NCCOR�PNCE N11H 1ECHNILAL SPEQFlLAPON PoR CONSBUC110N OF RA010 RCCE55 NEiWORN
SIiES.
SITENUMBER: MA3057 � a�Q,� ���f ATBCT MOBILITY
V�� 489 Washington-Street � .wiasv
nubum, Mn oisoi 2]NORTHWESTERN�RIVE SITE NAME: SALEM 2 ���'��' f� « sfPO°`
TeL (508) 981- 9590 SALEM,NH030]9 ���� / Mobillty Qi oe/ia/is Foa wrvsiRUCnory �a.M. HoxmS� NOTES
TaL(603)621-OC]0 �f �
Fax (508) 519 8939 � � Fz.(w3)azi-w�t OCAINROAD `�S� 550 COCHITUATE RD Qo m/is/is voaaenew cn.rn.
mnoE�eOv¢M1iCdII¢Saurt¢Sglp.[oT communications SALEM, MA01970 _' SU�TES �'3 & �4 N0. OAiE REVISION BT LHK APP'0 JOB NUM3ER ORAWING N1IMBER REV
. VERTICALRESOURCESGRP. I ESSEXCOUNTY FRAMINGHAM, MA 01701 scpLE 50-145
�ESIGNEO BY'. MN. ORAWN BY: GA.M. OP �
GENERAL NOTES � TNE CELWLAR INSTALLATION IS AN UNMANNED 3. CONSTRUCTION, MPINTENANCE & OPERATION OF -
PRIVATE AND SECURE� COMPOIIN�. IT IS ONLV PROPOSE� TOWER FPCILITY W1LL BE HEL� IN-_
1. 1HE T1PE, DIMENSIONS, MOUNTING HARDWARE. AN� ACCESSE� BY TRAINEO IECHNICIRNS FOR PERIOOIC ACCORDANCE W1TH ALL NPPLICA9LE LOCAL,
ROUTINE MAMTENANCE ANO THEREFORE DOES NOT STAiE k PEOERAI REGULATIONS AN� CUIDEUNES. (p)AIh1GEBlfNd/YY
THE POSITIONS OF RLL EOUIPMENT IN THE REQUIRE ANY WAIER OR SANITARY SEN£R SERVICE. MER SKid OUK
COMPOUNO ARE SHOWN IN ILWSiRAiIVE FASHION. NE FACIl1TY IS NOT GOVERNEO BV REGULATIONS NYTALEDCPoNEASYSIEM
THESE ORAWINGS PRE NOT MiEN0E0 FOR REQUIRING PUBl1C PCCE55 PER AOA RE�UIREMENTS. '
CONSTRUCTION. ACTOAL HAROWARE �ETAILS AN�
FINAL LOCAlI0N5 MAY OIFFER SLIGHTLY FROM ����� �� �' ��� � � �� � / EXISIINC SECONOAFY
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SITENUMBER: MA3057 �- -' atQ,} �'�''N��y"� AT&T MOBILITY
V�� 489 Washington-Streei ���' � �`VC` .iwwv
nubu.�, Mn oisot � � ��NORTHWESTERN�RIVE SITE NAME: SALEM 2 y gfNNO1E
SALEM,NH030]9 0���- Mobllity �i oe/�a/is raA coxsrAucno�+ c.n.M. s �.xoo� SITE PLAN & EQUIPMENT PLAN
Tel. (508) 981- 9590 TaL(803)s11-oa10 ��- -�'
�� OJ/15/15 FOR flEVIEW GA.M.
FO% �rJ�B� rJ�9 8939 Fdx(603)6P1�D4]1 OCAINROAD �_�� rJ�J� `.�C.H�TUFITE R� � JOB NUMBER �RqWING NIIMBEF Af�
mnoereoverticahesourresqrp.com eommunieations SALEM, MA01970 SUITES 13 & 14 rvo. onTe ecvisory er cxK nPv'o
VERTICALRESOl1RCESGRP. I ESSEXCOUNTY � FRAMINGHAM, MA 01701 scni[ oesicrvEo ar: u..rv. oanwry ev: c.n.M. 50-145 03 �
� �Op OF i0N£R __ tl9IES: (EJ Li£ANIENNAS
E[EV. =t110-0"AGL. REFER ID RNAL RF DATA IN POSI]IpN[1 IO
� - SHEEf GOF FlNAL ANTENNA BE FETAM£0
�ARRIER ANICNNAS__ SEfiINGS AN� CONGIGIIMTI0N5 (i/SELi, J IOT.)
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EL£V =3159�-0'AGL. 44"
(c)(aisrci,s mr.�aws-n aen ro ec r�rnwvm P2' (PJ OC10�pliM'IET�MAS z� 5
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Nores I
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m suacom aaoaoseo I (c)(z)eeus-rr
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I ��A
LTE OCTOPORT ANTENNA
ANTENNA MOUNTING PLAN VIEW �_� r & RET DETAIL ��
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ELEV. =390=0'AGL. '� �T � SCALE: NSS. aM1
� SGLE: N.T.S. � .—+y
I
I �n
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� N MOUNTE� TO UNISTRUTS
ANTENNH
I 2� TO BE RE-USE
I 9A-i - (i/sEc1., 3 ro1.)
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I PIPE
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E%ISiING ANTENNH
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I I'— 1B5 HSSEMBLY
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� q� SCALE: N.iS. � SIIPPORT PIPE
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-ATfi GE A4➢VIlY N POMER f1ANT N : ��ER. PROPOSEO 23'e'm SCH. 40
PIPE MASt E%ACT LENG
I TO BE OEiERA1ME0 IN FIELO
I
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� .. .• : pROPOSED NEW PIPE E%IS➢NG lSs�O ll-BOLTS
IIIIIIIIII II I IIIIII IIIIIIIII II — �, g "OiAL`OFR1/SECT�3 TOT. UNSTRUT `O PIPE MOUNT
i�. ' z� �5� PROPOSED RRH & SURGE
I� - ;:: � �.;. eaONT sm
"'E" `�E" ARRESTOR MOUNTING DETAIL �B�
� cRaaHic scnis PROPOSED GE INFINITY PROPOSED ERICSSON
SCALE: rv.i5. 00
ELEVATION VIEW � POWER BAY 5 DUAL PA RRH " s
SCALE: i• = io' Uy SCPLE: H.rS. 04 SCALE: H.iS. 66
( w eee`)
� m�n= w n.
SITENUMBER: MA3057 � ' a�Q,� �''"�� AT&T MOBILITY
aee wosr,��ytoo stree� �a� bt VC � ��
V�� n�b���, Mn oisoi 2]NORTIWESTERNORIVE SITE NAME: SALEM 2 p ELEVATION VIEW
T¢L 508 981- 9590 SALEM,NH030]9 Qp��>� Moblllty Qj OB/10/IS FOR CONSiRUCTiOry G.A.M. V
( ) � Te1.�603)621-0490 ����:'' o, ,s ,s FOR RE��, �q.M. N0.� & ANTENNA LAYOUT
F a* (s o a) s t s - e s 3 5 F a x(6 0 3)4 2 1-0 4]1 O C A I N R O A D ���= 5 5 0 COCHITUATE RD � / /
TOOb!¢Ovedical!¢SOWc¢stflp.[om communications SALEM,MA01970 SU�TES �3 & �4 N0. OPTE flEVI510N BY LHK qPp'0 J09 NUMBER DRAWING NONBEP R�
VERTICALRESOURCESGRP. I FRAMINGHAM, MA 01701 50-145 04 �
ESSEX COUNTY sen�e oesicr+co ae MH. orenwx ar: e.n.M.
Nore -- - - � -� - - nneenw 1 Mtenna 2 Mlenno 3 Anrenna4
0o rior MSTnu cne�E raom nNrENNn/ UMT5o8 GSM/LTEW[5 L7E70DBC/VCS
GROUND KR AT A BEN� TpWER MOUMED - ------ -- -
AN� nLWAVS �IRECT AMPLIRER 7 NOTE: DO NOT INSTALL CH9LE GROON� � �
GROUNO WIRE OOWN i0 KIT AT A BEN� AN� ALWAYS �IRECT Ig��� �m� �o�� �� ��m� g��e
CIGBE py GROUND WIRE OOWN i0 CIGBE GROUN� BAR � � � �L�O Qb Q[t0 Ocm
ON WALL OR ]OJA50 !'6/�WS ! lw lw' M{f' w�h �w' �W'
T% ON ANTEIII���LNA l� � I �K� �A�
TOWER� 86 HWG FROM NS(�5 45H5 �.. II .�i/�S dyd5 �T./lih Rv/�W ��� , w5/JS N$/JS
Tx/RX ANTENNA CABLE .a5/+s +6Ns
�GROUND KIT
. . . a . . . - . . . . . .
�COMMSCOPE '� - - ' -
. .�F� �ET � R[1 11CT IET lIE1 IRT 11Fi
JUMPER REOUIRE� ONLY� PROVI�E NO-OX L`i ' -
WHEN I I/4'm AND IARGER � •
�n,p� I �BEHIND 2-HOLE
� � LUGS � �
I � � 000q� o� o � - . . _ ; , .;.��_; ,v ` N.�a .
1Wb �1YV
ANreNNA cas�E OO OO o00O OO O, OO o OO OO OO '"�
COHMSCOPE TO CABLE TRAY (iYP.) OO OO
916132
�'�
6 AWG !
�+vTc f aMiN[
-FkOM nMENrvn 0 HOLE WG, TO BE ! --- � �M���
\RaME SUPPORT � CIGBE GROUND BAR � USE� WITH �2 AWG BCW
NEw�ON, SiMILnR i0 TO BUILDING AND RING
MOIIME� NEAR/BELOW GROUND
ANTENNA
�z Aw� a�w �#2 Aw� a�w. eoNOEo INSTALLATION OF GROUND °
r° ��°°"° "'��` WIRE TO GROUND BAR ��� �
ALONG G6LE TRAT
TO CIGBE/MIGB �
SCFLE' ri.i5. 05 i . vw r
CONNECTION OF GROUND WIRES TO GROUNDING BAR (CIGBE �� i 1 .., ... ,., .,.
sc>LE: N.t.S. OS �
POtI
� � �
� �� — R Phrl
� � � w,� S ry w.+�
.Y w
3PF1H
�
rvorE z Na� x No�e z Nore z C7�° � lT° �� � � treousi � .oamrrwo t1EWsz �u..oeadwrm�w,,
nNrENNn conx ANrENNn caAx nNrzNrvA conx z-cas conx � . � -- T' •
BOT. GND KIT BOT. GNO NR BOi GNO KIT GND KIT �n rg¢ *r�w. � �
CABLE CA9LE CABLE CABLE 2 'w �� �
_L
�6 AWG
}p' ina' 2�0' NOTE
A�rE�NA A����A A�rE�^^ oiscoN � �. coNTRAcroR ro coNFiRM n�� anRrs PLUMBING DIAGRAM �3�
NaiE t rvoTE I NoIE 1 SNITCH 2 INSTALL ALL EQUIPMENT PER MANUFACTURERS
ANTENNa COA% /+NTErvrvA COAx ANIErvNA COP% EOu. � scHLE N.i.S. a5
TOP GND Nli TOP GND KIT TOP GND KIT �ps RECOMMENDATIONS
CABLE CABLE CA6LE " , �q BCW
as ^w° °� M°a GROUNDING CONNECTION DETAIL �5�
cNo 9AR cNo eAa cNo anR ' ' ' ScnLe N.r.s. 05
q2 acw
1-2 AWG TO MAIN GROUND BAR
(MGB) W EOUIPMENT SPACE OR
TOP MGB BURIED GROl1N� CONDUCTOR AS
. . . . � p2 9Cw APPIJCABLE
� NEWrON INSTRUMENT COMPANY, INC.
• • • • • �2/0 BCW TO SHELTER BUTNEft, N.C. OR APPROVE� EOUHL EHOTHERMIC WELD �
GROUND SYSTEM \ �
,y2 GREEN CON�UIis = ITEM REQ. PART N0. OESCRIPTION (OUTDOORS ON-GRADE� 3
iNsuLniEo i0—f p/o BCW TO ExISTING ON�Y) � O
BOROm MGB CABLE TRHY TpWER GROUND SYSTEM O1 1 I/4"x4"x12" �� PRE DRILIE� GN�. BAR
� ]/16
= 2� 2 A-6056 WALL MTG. BRKi. � .� �� ° �°j� ��
4 2� , �
3 2 3061-4 INSUTATORS � 5 b o o yJ —�
O 4�/� � o olo o � �4..J
NOTE. � 2 3012-13 5�g"_11x4" H.H.CS. �
1. BONO nNiENNA GROUNDWG KIT CA6LE TO TOP CIGBE 6 /C`(
2 BONp AMENNA GROUN�ING NIL CABLE TO BOTiOM QGBE SO 4 3015-8 5/8 LOCKWASHER ��J I� �Q"
0 z 3oia-e s/e"-ii HEx NUT �
va -�� /I
i�
SCHEMATIC GROUNDING DIAGRAM �
s�q�E, „,s o5 GROUND BAR DETAIL 6
SCALE: N.T.S. OS
SITENUMBER: MA3057 �',• a��T 3�"oF� ATBCT MOBILITY
V�� 489 wash�9�0� s��ee� Z,Noar�wEsrERNOR��E SITE NAME: SALEM 2 ��a�"�� � � � 61AO'�
Aubum, MA 07501
Te� so8) 9s7- s590 sn�enn,NHoams O'� MOblllty QQ oa/�a�is roa co�sreucnoH �A.M. rwzaw GROLIIVDING D�'TAILS
� ( S 1ei.�sos)azv oa�o �� �°
Pox (508) 519 8939 Fe.�eoa)azt-oa�i OCAINROAD ��fs�� 550 COCHITUATE RD Qo m/is/�s roeasviEw an.rn.
mnobre�.erticolresourcesgrp.com COmf7luNietl0n5 SALEM, MA01970 \_� SUITES 13 & 14 uo. oare ae�sion er cHx cva'o �oe nuueee oenwirvc Humeea aev
VER7ICALRESOURCESGRR FRAMINGHAM, MA 01701 50-145 OS 1
ESSEX COUNTY scn�e oesicrveo ar�. M�. oeAwry er: cn.M.
�
PROJECT INFORMATION
�" SCOPE OF WORK UNMANNED COMMUNICATIONS FACILITV MO�IFICATIONS
A1 �
9TE NUMBER: MA305� ✓
f �
SRE NAME: SALEM 2 , O Of
SITE ADDRE55: 0 CAIN ROAD O�/
SA�EM, MA 01970 ��
t�
PROPERTV OWNER: AMERICAN TOWER CORP .0�. �O w
116 HUNGTINTON AVE, 11TH FLOOR � Q-' ��'� �O�'''��
BOSTON, MA 02116
APPLICANT: AT&T MOBILITY
550 COCHITUATE RD '^��'�
SUITES 13 & 14 ��
FRAMINGHAM, MA 01701
CONTACT: TEL 866-915-5600
COOR�INATES ONGNW70993833'
�Ro�No �E�E� =,�o S ITE N U M B E R: MA3057
DEED REFERENCE' N�A .
S�TE PAR�E� N° N�A SITE NAME : SALEM 2
CURREM ZONING: N/A
HORIZONTAL DATUM� (NAD) 1987
LOCATION MAP APPLICABLE BUILDING CODES AND STANDARDS
DRAWING INDEX REV DIRECTIONS: FROM BOSTON TAKE I-90 EAST TO EXIT 14 RT-128 NORTH. PROCEED NORTH ON
RT-128. TAKE EXIT 44A TOWARDS SALEM ST. PROCEED EAST ON RT-129. TURN LEFT ON RT-107. SUBCONTRACTOR'S WORK SHALL COMPLV WITH PROJECT STANOARDS AND SPECIFICATIONS.
O� TITLE SHEET � TURN LEFT ON JOHN H. CANN ROAO. SITE IS AT END OF ROAD. SUBCONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES
AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE
SITE ACCESS: LOCKE� GATE EDITION OF THE AHJ ADOPTED CODES AND STANOARDS IN EFFECT ON THE DATE OF CONTRACT
02 NOTES 1 ., ,-� g . ,•v �� - .�. .` �. .r9 AWAR� sr+n�� covERN rHE oEsicN.
} � �� -:�+�'}' Q}. .1 BUILDING CODE:
03 SITE PLAN &E�UIPMENT PLAN 1 Y � �� � ��sh�1v eoar� � �� � � MnssncHusErrs eui�owc cooE uTEsr EoinoN
, ' � 5 ~ � ELECTRICAL CODE:
aP `� �5 �v �. NATIONA� ELECTRICAL CODE LATEST EDITION
04 ELEVATION VIEW&ANTENNA LAYOUT 1 N ��. •� on s suecoNrRncroR's woRK sHn�� coMP�v wirH rHE �nTEsr EomoN oF rHE Fo��owiNc
�.���BR---ppp l ,�. " STANOARDS.
O$ GROUNDING DETAILS � �" J.� �� �^ � Snalam AMERICAN CONCRETE INSTITUTE (ACI) 318, BUIL�ING WDE REQUIREMENTS FOR STRUCTURAI
'., ,?y �r}C� `��'; � CONCRETE
l4/ �� AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAI OF STEEL CONSTRUCTION, ASD,
syy . xlgnI.M M NINTH EDITION
9���� � /0°�( Parx � qMERICAN NATIONAL STANDAROS INSTITUTE/TELECOMMUNICATIONS INDUSTRY ASSOCIATION (ANSI/TIA)
� } '� 222—P OR G AS APP�ICABLE, STRUCTURAL STAN�ARDS FOR STEEL ANTENNA TOWER AN�
� � � i ��5� �' ' ANTENNA SUPPORTING STRUCTURES:
� /�u�r- °� ^ TIA 607, COMMERCIAL BUI�DING GROUNDING AND BONDING REQUIREMENTS FOR
G S q , 4`��.��L �_ :�,Q �,F, � � � TE�EcoMMUNicnTioNs
�:d � '� � INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE POR MEASURING EARTH
� � � LynnWootlf � y�� �° . RESISTIVIN� GROUND IMPEOANCE, ANO FARTH SURFACE POTENTIALS OF A GROUND SYSTEM
� R�swvation
� � `Fpa�. 5� e / IEEE 1100 (1999) RECOMMENDE� PRACTICE FOR POWERING AND GROUNOING OF ELECTRONIC
� � y��o�. ��. �� � EOUIPMENT
� � ATLEAST72HOURSPRIORTODIGGING, Q t��: �� A � IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES W LOW VOLTAGE AC POWER
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CONTACT & UTILITY INFORMATION ��Q�mE � `t � � � ANSI T7.311, FOR TELECOM — OC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION
�J �`_ A � m �• ���'. ��' �� FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED COOES AN� STANDAROS REGARDING MATERIAL,
CONiACT CONTA T COMPANY PHONE N0. �t �� �� �� ' /�� \ ��°�.a` ' � C o- t METHO�S OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT
ENGMEERING: MIGUEL NOBRE VRG (508) 981-9590 -��y .� . � s �"' r- SHALL GOVERN. WHERE THERE 6 CONF�ICT BETNEEN A GENERAL REOUIREMENT AN� A SPECIFIC
CARL AQUILINA SAI (603) 421-0470 ���� �� �� i ��' d � 4��� RE�UIREMENT, THE SPECIFIC REOUIREMENT SHALL GOVERN.
SITE AGOUISITION: y(� S� N'�� �' 0 a 4��
CONSTRUCTION: CARL AOUILINA SAI (603) 421-0470 }`�''� �� ��Y�^ ���.�
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POWER: WORK REQUEST GROUP NATIONAL GRID (800) 375-7405 �-'ryA y,^� s)� �: ��� � n a n e n I e e r
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GENERAL NOTES CONCRETE AND REINFORCING STEEL NOTES• ELECTRICAL INSTALLATION NOTES ELECTRICAL INSTALLATION NOTES (cont.)
L FOR iHE PO�UCPON ORAmNG, 1HE FOLLONING�EFlNIPONS SHALL APPLY: 1. HLL CONCPEIE WORK SHAIL BE IN ACCOR�FNCE WI1H iHE ACI 301.AQ A8, ACI dJ6,AS1M A1B0, ASiM A195 AND iHE�ESIGN ANO 1. ALL ELECTRICAL WORN SHALL BE PERFORMEO IN ACCOROHNCE 1S ELECTRICAL METALLIC TUBING (EMT) OR RIGI� NONMEfALIIC WN�UR
CONiRRCTOR - PRINE LONiRACtOR CONSWUC110N SPECIFlCAiION FOP CASi-IN-PLFCE CONCREiE. WITH THE PROJECT SPECIFICHTIONS, NEC AND ALL APPUCHBLE LOCAL (LE., RIGIO PVC SCHE�ULE 40, OR RIGID PVC SCHEOULE 60 FOR LOCATIONS
5116WNiRACiOP - GENEFAL CONWACiOR(CONS1RUClION) CODES. SUBJECT TO PHYSICAL �AMAGE) SHALL BE USED FOR E%POSED INOOOR
pµryEq - qikT YARELE55 2. ALL CONCREIE SHALL HAV£ A MINIMIIM COMPPESSIVE SiRENG1H OG 4000 P51 AT 29 OAYS.UNlE55 NOlEO �iHEflWISE R HIGHER �OCFTIONS.
OEM - �H�GINAL EOUIPNENi AIANUFACNflEfl SiRENChi (4000 P51j MAY BE USE0. 2 WNDUIT ROUTINGS ARE SCHEMATI0. SUBWNTRHCiOR SHALL
2 PRIOP i0 iHE SUBMISSION OG BI�S, iHE BI�OING 5118LONiRACiOP SHALL N9i ME CELL SIIE i0 FAMIpAPIZE W1iH 1HE E%ISPNG CONOI110N5 ANO 3. PEINPoRGING SIEEL SMPLL CONGORM i0 PS1M h 615,CRAOE 60. OEFORMED UNLE55 NOIE�OiHERINSE. WEL�EO INPE fABRIG SHNLL INSTALL CONDORS 50 THAT ACCE55 TO EOUIPMENi IS NOT �6. ELECTRICAL MEfALLIC TUBING (EMT), ELECTRICAL NONMEfALLIC TUBING
TO CONFlRM iHAi iHE WORN CAN BE FCCOMPLISNE�AS SHOWN ON ME CONSIRUCPON DRANINGS. ANY�ISCFEPANLY GOUNp SNALL BE 9ROUGHi CONfORM i0 ASRA A 185 WEl➢E�S1EEL PoPE FABRIC UNLE55 NOIE�OTHERVdSE SPLICES SHFLL BE CLF55'B'ANO ALL HOOKS BLOCKE�. (ENT). OR RIGI� NONIAEfALLIC CONDUIT (RIGID PVC, SLHEDULE 40) SHAL�
i0 iNE ATiEN110N OF CONiRALiOR. SHALL BE SiNN0AR0,VNO. BE USE� FOR LONCFALEO IN�OOR �OCATIONS.
b. WIRING, RACEWPT AND SUPPORT MEfH005 hND MATERIALS SHALL
J. ALL MAiEPIALS NRNISHE� ANp INSiALLED SNNLL BE IN SiRICT ACCOF�ANLE MRi ALL APPLICABLE COOES.REGULATIONS. ANO OROINANCES. 4. iHE FOLLOPoNG MINIMUM CONCREIE LOYER SHALL BE PflON�E�F0A REINFORCING SffEL ONlE55 SHOWN OTiERK15E ON �RANINGS�. COMPLY WITH THE ftE0l11REMENTS OF THE NEC AN� TELCOR�IA. �� GALVANIZED STEEL INTERMEOIPTE MEfALLIC CONDUIi QMC) SHALL BE
SU6CONWACiOR SHFLL ISSUE ALL APPROPRIAIE NOiICES AND COMPLY'MM FLL LAWS.OROINANCES. R11LE5,PEGULAPONS, ANO LAWFUI OROERS OF CONCflEiE CASi AGAINST EPfl1H___..]IN. 115E0 FOR OUTpOOR LOCNTIONS ABOVE GRA�E.
FNY PUBOC AIIiHORItt flEGAR0ING 1HE PEPFORMANCE OF RIE WOFK. CONWEiE E%POSEO TO ERR1H OR WEAMER: 4. ALL CIRCUITS SHALL BE SECREGATED AND MAINiHIN MINIMUM
ALL'MOPK CARflIED OUi SHALL COMPLT'MIH ALL FPPLICABLE MIINILIPAL ANO Ulllltt COMPANY SPECIFlLAilONS AN�LOLAL JIIRISDIC➢ONAL COOES, CABLE SEPARATION AS RE�UIRE� BV THE NEC ANO TELCOROIA.
Ok01NANCES AND APPLILA9LE REGULAlI0N5. � ,�'fi ANO LARC[F................ ._....2 INCH 18. RIGID NONMEfALLIC CONDUIT (LE, RIGI� PVC SCHE�ULE 40 OR RIGI�
MS ANO SMALLEA k WWF.........__1 1/2 INCH 5. CABLES SHALL NOT BE ROUTED THROIIGH IA��ER-SttLE CABLE PVC SCHE�ULE BO) SHALL BE USEO UN�ERGROUNO; DIRECT BURIE�, IN
9. �RAWINGS PFOVI�E�HEPE ARE NOi i0 SCALE IINLE55 OMEPWISE NOlEO FN�AFE WiENOED i0 SHOW OURINE ONLT. TRNV RUNGS. AREAS OF OCCASIONAL LIGHT VEHI0.E TRAFFlC OR ENCASE� IN REWFORLED
WNCREiE NOi E%POSEO t0 EARiH OR WEAtHER OF NOi . CONCREfE IN AREAS OF HEAVY VEHICIE TRAFRC.
5.UNLE55 NOiEO OIHERNISE,iHE WORK SHALL MCLVOE NRNISHING MFiERIALS,EOUIPMENT, RPPUflIENANCES, ANO LABOR NECESSARY i� Lq4 AGAINSi RIE GROIlNO: 6. EACH ENp OF EVERY POWER, POWER PHASE CONDUCTOR Q.E,
LOMPLEIE ALL INSiALLA➢ONS AS INOILAIED ON iHE�RAWINGS. SLFB AN�WALL..._ .............._....3/4 INCH HOTS), GFOIINDING, NNO Tl CONOUCTOR AND CABLE SHALI BE 19. LIpVID-TIGNT FLEXIBLE MEfALLIC CONDIIR (�IpUI�-TITE FLEX) SHAL� BE
6. iHE SIIBLONWAQOR SHNLL INSiI.LL ALL E�UIPMENi AND MhffRIALS IN ACCOR�FNCE�V1iH MANIIFACIDRER'S RECOMMENORPONS UNLE55 BEAHS AN�LOLUMNS..._.............I 1/4 INCH UBELEO WITH COLOR-CODEO INSUlATION OR ELECTRICHL TAPE (3M USED INDOORS AND OUIDOORS, WHERE VIBFATION OCCURS OR FLEXIBILItt IS
SPECIFlCALLY SiAiEO OiHERN15E. BRAND, 1/2 INCH PLASTIC ELELTRICAL TAPE WITH UV PROTECTION, NEEDED.
5. A 3/4' LNAMFER SHALL BE PRONOED Ai RLL E%POSED E�GES OG CONCREiE,UNO,IN ALCOkOANCE WI1H ACI d01 SECPON 41.4. OR EOUAL). THE IOENTIFICATION MEiH00 SHALL CONFORM WITH NEC
), IF WE SPECIFlE�EDUIPMEM CANNOi BE INSiALLEO AS SNOWN ON 1HESE OPAINNGS,TNE SUBCONiRACTOP SHFLL PROPOSE AN ALIERNAIIVE & OSHA 20. WNDUIT ANO TUBING RTTINCS SHALL BE THREAOED OR
INSiALLAlION FOR APPROVAL BY 1HE C�N1RACi0R. 6. IN4RLLAlION OF CONCREIF E%PANSION/WE�GE ANCHOR,SNALL 6E PEP MANOGACNFER'S WRRiEN kELOMMEN�EO PROCE�VflE. iHE COMPRESSION-ttPE NN� APPROVED FOR THE LOCATION 1I5E0. SEiSCREW
8.SOBCON1FACi0R SHALL�EiERMME ACNAL POU➢NG aF CONOOIi,POWER ANO b CABLES, CR�UNOING CFBLES AS SHOWN ON lHE POWER, FN[HOR BOLi,OOW£L�R ROD SHALL LONGORM TO MANUFACiURERS RECONMENOAPON FOR EMBEOMENt OEPM Ofl PS SN�WN ON � pLL ELECTRICAI COMPONENTS SHALL BE CLEARLY IABELED WITH FITfINGS ARE N�T ACCEPTABLE.
LROIINDING AND iELCO PLAN�PAINNG. ROUPNG OF CONOIIIT FOR POWEF AN�iELCO SHALL BE APPROV£0 BT OWNER OF SIiE. 1NE�PAVliNGS. NO REBAP SHALL BE C11i N1IHOUT PFIOR CONiRACiOk APPROVAL WHEN OPILLING HOLES IN CONLREiE. SPELIAL pERMANENT LABELS. ALL EOUIPMENT SHALL 6E WBELE� WITH THEIR
INSPELilONS,RE�I11flE0 9Y GOVERNING COOES, SHALL BE PERFORME�IN OR�ER TO MAINiAIN MANIIGACNRER'S MA%IMUM ALLOWABLE 21. CABMEfS, BOXES, AN� WIREWAYS SHALL BE LISTEO OR LABELED FOR
9. iHE SIIBCONWACiOR SHALI FPOIECt E%ISiING INPROYEMENTS, PFV£MENiS.CI1RB5. LANOSCAPING ANO SiRUCIDRES. ANY�AMAGED PARi SHALL LOA05. AlL EXPANSION/NE�GE ANCHORS SHALL BE SiAINLE55 S1EEL OF HOi OIPPEO GNLVANIZEO. E%PANSION BOLiS SHALL BE VOLTAGE RNTING, PHASE CONFIGURATION, WIRE CONFIGURATION, ELECI'RICAL VSE IN ACCOR�ANCE WITH NEMA. UL, AN51/IEEE, ANO NEC.
PPOVIDE�BY flAMSET/RE�HEAO HILiI Oft APPROVE�E�UAL. POWER OR AMPACIiV RHTING, ANO BRANCH QRWIT ID NUMBERS
BE REPAIREO AT SUBCONiRACt�RS E%PENSE TO R1E SFPSFAC➢ON OF OWNER. (LE, PANEL90HR� ANO CIRCIIIT ID'S). NO HAND WRITiEN IABELS
10. SIIBLON1RACi0P SHNLL LEGALLT RNO PROPERLT OISPOSE OF ALL SCRFG MA1EkIA6 SIICH AS COA%IAL CABLES ANO O1HER I1EM5 kEMOVE� J. CONCREff CYLIN�Ek lEST IS NOT kE0111RE��Ofl SLFB ON GRA�E WHEN CONCREIE IS LESS iNAN 50 CU61C YAR�S Q9C 1905.fi.23) pLLOWED. 22. WIREWAYS SHALL 9E EPDXY-COATED (GRAV) AN� WQl1�E A HINGED
FROM Rlr E%IS11NG FAQLItt ANTENNAS flEMO�E�SHALL 6E REIDRNED t0 iHE ONNER'S�ESIGNAIED LOCAiION. IN 1HAT EbENT 1HE FOLLOIYiNG RECOF�S SHALL BE PRONOEO BT lHE CONCREiE SUPPLIER: COVER. OESIGNEO TO SWING OPEN �OWNWARD; SHALL BE PANOUIT ttPE E
(AJ PESOLiS OG CONCPEff CriINOER 1E5i5 PERPoRME�AT 1HE SUPPIIER'S PLANT, 8. PANELBOAROS Q� NUMBERS) ANO IMERNAL CIRCUIi BREAKERS (OR EOUALJ-, ANO ftATE� NEMA t (OR BEffER) INOOORS, OR NEMA 3R (OR
9.SUBWNWPCTOR SHALL LEAVE PPEMISES IN CLEAN CON�IPON. (CIRCUIT I� Nl1MBER5) SHALL BE CLFARLV IABELEO. NO HAND BEffER) OUT�OORS.
(9)CERPFlCAII�N OF MINIMIIM COMPRE54VE SiRENGIH FOR TiE CONCREIE GflADE SUPPLIEO.
WRITfEN IABELS ALLOWE�. p3, EQUIPMENT CABINEfS, TERMINAL BO%E5, JUNCTION BOXES, AND PVLL
SITE WORK GENERAL NOTES - FOR GflEFffR iHAN 50 QIBIL YAROS ME GC SHALI PERFOPM 1HE CONCREIE CYLINDER IEST BO%ES SHALL BE GALVANIZEO OR EPO%V-COATED SHEET 4EEL, SHALL MEET
9. ALL TIE WRAPS SHALL BE Cl1T FWSH WITH RPPROVED CUTfING OR E%CEED UL 50. AND RATEO NEMA i (OR BEiTER) IN�OORS. OR NEMF
1. 1HE 511BLONiRACiOR SHALL CONiACt IIiILIiY LOCAiING SERVICES PRIOF i0 iHE SiARi OG LONSiRUCiION. 9. NS AN ALiEPNATVE i0 IIEM J, iESi LttIN�ERS SHALL BE iAKEN INIiIALLT AN� iHERENGIER F�R EVERY 54 YAR�S Of CONCflEiE TOOL TO REMOVE SHARP EDGES.
FROM EACH OIfFEFENi BAiCH PIANi. 3R (OR BETiER) OVTD�ORS
2. ALL E%ISiING ALPVE SEWER. WAiER,GAS,ELECBIC.ANO OiNER UPOiIES WrIEFF.ENCOUN1EftE0 IN iHE WORK, SHALL BE PROlEC1ED Fi 10. POWER, COMROL ANO EOUIPMENT GROUNO WIRING IN Tt191NG
ALL TMES, ANO Wr1ERE PEQUIRED FOR RIE PROPEIi E%ECOiION OF iHE WORK, SHALL 9E PELOCAiEO AS OIRECiEO BY CONWNCiOR. E%iREME 4 EOUIPMENT SHAIL NOT BE PlALEO ON NEW PA�S FOii SEVEN OAYS AF1ER PAO IS POUREO, UNLE55 IT 6 VERIFIE�BT iESTS 1MAi OR CONDUIT SHALL BE SINGIE CONDUCTOR (SIZE 14 AWG OR �4� METAL RECEPTACLE. SWITCH, AND �EVICE BO%ES SHALL BE GALVAMZED,
LAUiION SNOUL�BE USEO BT iNE SUBCONiRFCiOF WIIEN E%CNVAIING OR�RILLING PIERS AROON�OR NEPR UPLI➢E5. SU9CONTPACTOR COMPPESSIVE SiflENGiH HAS BEEN AiTRWEU. EPO%V-COATED, OR NON-CORRODING{ SHALL MEET OR E%CEED Ul 514A
SHALL PROVI�E SA�EiY iRAINING FOR WE WORNING CREW. R115 WILL WCLIIOE 9Ui NOT 6E LIMRE�TO A) FFLL PPOIECPON B)CaNRNE� �0. ALL CONCREiE SHRLI BE SOPPUED IN ACCOR�ANCE MiH iECNNICAL SPEQFlCAiION FOR CONSIROCiION OF RAo10 ACCE55 NEiWORN �RGER), fi00V, OIL RESISTANT iHHN OR THWN-2, CIASS 6 qND NEMA OS 1; AND RATEO NEMA 1 (OR BEIiER) INDOORS. OR WEATHER
SPACE C)ELECIHICNL SAFEiY OJ iRENCHING k E%CAVF➢ON. SIiES. STRANOED COPPER CABLE RATED FOR 90 'C (WET ANO ORV) pROTECTEO (WP OF BETTER) OUTOOORS.
OPERATION; LISTEO OR LABELE� FOR THE LOCATION AND HACEWPY
3. FLL SIIE WORN SHALI BE AS INOICATE�ON ME�PAWINGS AN�PfiOJELi SPECIRCAilONS. SVSTEM USEO, UNLE55 OTHERWISE SPECIFlED.
1. IL NECESSARY.RIIBBISH, SNMPS, �EBRIS, SiICKS.STONES, i�P SOIL ANO O1HER RENSE SHALL 9E REMOVE�FROM iHE SIiE ANO SOIL COMPACTION NOTES FOR SLAB ON GRADE: 2S NONMEfALLIC RECEPTACLE SWITCH. ANp DEVICE BOXES SHALL MEEf OF
oI5PO5E�OF l£GALLT. 1 L SUPPLEMENTAL EOUIPMENT CRaUN� WIRING �OLHTED INOOORS EXCEEO NEMA OS 2: HND RATE� NEMA 1 (OR BETTER) INDOORS, OR
1. E%CFVAiE AS REONREO i0 PEMOK VFGEiATON FN�TOPSOIL,E%P�SE UNDISiUPBEO NBIDRAL SU9GRApE ANO PLACE SHALL 9E SINGLE CON�UCTOF (9ZE fi AWG OR IARGER), 600V, OIL WEATHER PROTECTED (WP OR BETTER) OUTOOORS.
i ALL E%IS11NG INALiI�E SEWEfl. WAIER,GAS.ELELiRIC ANO OiHER UiIIITES, WHICH INiERFEPE N11H iHE E%ECU➢ON OF iHE WOPK, SHALL CFUSHEO SiONE NS PEpUIREO. RESISTANT THHN OR THWN-2 GREEN INSUL4TION, LLA55 6
BE REMOVE�ANp/OR CAPPEO,GWGGE�OR OIHERNISE OISCONPNUED Ai POINR VMICH WILL NOi INiERFERE lflT1 iHE EXECIIiION Of WE STR4NOE� COPPEF CABLE RATE� FOR 90 'C (WEf AND DRV) �6. THE SVBCOMRACTOR SHALL NOTIFI ANO OBTAIN NECESSARY
WOAK,SOBJECt i0 iHE APPROVAL OF CONiRACTOR, OWNER ANO/OR LOCAL U➢LIPES. 2. COMPAClION LERiIFICPPON�. AN INSPEC110N AN�WPITIEN CERPFlCAII�N BY A QURLIFlE�GEOIECHNILAL 1ECHNICIAN OR OPERHTION; LISTEO OR LABELED FOR THE LOCATION ANO RACEWAY AUTHOPoZATION FROM THE COMRACTOR BEFORE COMMENCING WORK ON THE
ENGWEER IS ACCEPTABLE. SVSiEM OSEq IINLE55 OTHERWISE SPEQFIED. AC POWER DISTRIBUTION PHNELS.
fi. SUBCONiPACTOR SHALL MINIMIZE OISNR9ANCE i0 E%IS➢NG SIIE DURING CONSBOCPON.
NiRACTOR SHFLL PROVIpE SIIE SIGNACE IN ACCOR�ANCE 1NiH 1ME OWNEfl SPECIRCAPON FOR SIIE SIGNAGE. 3. AS FN Al1ERNAiIVE TO INSPECiION AN�WIiIREN CERPFlCAiION, ME"UN�ISiI1RBE�SOIL'BASE SHALL BE COAIPACiEO MiH �p pOWER ANO CONTROL WIRING. N�T IN TUBING OR CONDIIIT, ��� THE SUBCONTRACTOR SHALL PROVIDE NECESSARV TAGGING ON THE
]. ME SU9C0 "CONPACPON EOUIPMENi', LISIE�BELOW, i0 AT lEASi 90X MOOIFlEO PROCiOR MA%IMUM DENSIiY PER ASiM� 155J ME1H0� BREAKERS. CABLES ANp OISTRIBUTION PANELS IN ACCOFDANCE WITH THE
� SHALL BE MULTI-CON�UCTOR, iYPE TC CABIE (SIZE 14 AWG OR qppLICA6lE CWES AND STANDAR�S TO SAFEGIlARO AGAIN4 LIFE AN�
8. 1HE SIIE SHALL BE GNA�ED i0 CAUSE SURFACE WAIEP i0 FLOW AWAT GROM iHE 1PANSMISSION EOUIPMENT ANO iOWFP PPEAS. LARGER), fi00V. 011 RESISTANT THHN OR THWN-2, CLA55 B pROPERTV.
9.NO FlLL OR EMBANKNENi IAAIERIAL SHALL BE PLACEO ON FPOZEN CROUN�. GROZEN MPIEPIALS, SNOW OP ICE SHALL NOi BE PLACEO IN <. COMPACIE�SOBBASE SHALL BE UNIFOkM AN�LEVELE�. GRONOE 6" MINIMIIM CRUSHE�STONE OR GflAYEL COMPACIEO IN 3" STRANDEO COPPER CABLE RATEO FOR 90 'C (WET AND DRY)
LIGTS ABOVE C�MPACiE�SOIL GPAVEL SHALL BE NANRAL OP CRUSHE�M1iH 1��R PFSSING 1"SIEbE. OPERHTION; WITH O�TER JACKEf; LISTEO OR IABELE� FOR THE
pNY FlLL OP EMBANNMENL
5. AS AN ALIEPNAIIVE i0 IlEMS 2 NNO 3 PROOF ROIL iHE SUBGRAOE SOILS 1NiM 5 PASSES OG A ME�IUM SIZE�NBRAtORY LOCATION VSED, 11NLE55 OTHERWISE SPECIFlED.
1�. iHE SIIB GPA�E SHALL 9E COMPACIED AN�BROOGHi i0 P SNOOiN UNIFOPM GRAOE PRIOR TO FINISHE�SIIRFACE FPPLICAlION,SEE p�q�COMPRCiIXi (SUCH AS BONAG BPR}0/}B) OR HAN�-OPERAlEO SINGLE ORIIM NBFAiORY ROLLER (SULH AS BOMpG
OEiNIL}0}. BW SSE). ANY SOFi hREAS RIAi ARE ENC�ONiEREO SHOUL�BE REYOVE�ANO REPLACEO Mhl A WELL-GRADEO GRANIILAR 13. ALL POWER ANO POWER GR011N�ING CONNECTIONS SHALL 6E
' 11.iHE AREAS OF iHE OWNEPS PROPERtt�ISNRBEO BY iHE WORK AN�NOT COVEREO BT iHE TOWER,EOUIPMENi OP ORIVEWAV, SHALL 9E FlLL, RNp COMPACIE�NS STAIED RBOK. CRIMP-SttLE, COMPRESSION WIRE LUGS ANO WIRENUTS 6V iHOMNS
GPAOEO i0 R VNIFORM SLGPE, ANO SiABIUZE�TO PREVENi EROSION. ANO BETTS (OR E�l1A�). LUGS AN� WIRENUTS SHALL BE RNTE�
6. COMGALP�N CRIIERIA FOR OhIEP FlLL APEAS ON SIIE SHALL A1EEi WE SAME RE�NREMEMS AS NOiEO ABOVE. FOR OPERATION AT NO LE55 THHN JS'C (90'C IF AVAILA6LE).
12 EFOSION C�NiROL IAEASUPES.IF flE�WPE�DURING CONS1RUCilON, SHALL 6E IN WNFORMANLE lN1H iHE LOCAI JUPISOICiION'S �, SOII COMPACiION SHALL BE PEPFORNEU IN ACCOPDANCE INM IECHNICAL SPECIFlCAPON FOR WNSiRUCPON OG RA010
GOI�ELWES GOR EPOSION FN�SEDIMENi LONIROL. qtCE55 NEIWOPK SIlES. l4. RACEWAV AN� CA9lE TRAY SHALL BE LISTED OR IABELED FOR
13.ALL EAPR1 WORK SHALL BE PERFORMED IN ACCORDANCE MiN tECHNICAL SPECIFICAlION GOR CONSiRUCPON OF RA010 ACCESS NEIWOPK ELECTRICAL USE IN NCCOROANCE WITH NEMA. UL, AN51/IEEE, AND
NEC.
SIlES.
COMPACTION EQUIPMENT:
STRUCTURAL STEEL NOTES:
HAN�OPERFIED�OOBLE Ok11M, VIdPATORT ROLLfR. NBRATORY PLAIE COMPACTOR OR JUNPING JACK CONPALiOR.
1. ALL S1EEL WORK SHALL BE GALVANREO IN ACCOfl�ANCE N1hl AS1M A123(HOi-OIP)IINlE55 NOffO OiHERN15E. SiRIICNRFL SiEEL SHFLL BE
ASiM-A-b6 UNLE55 OiHERMSE NO1E�ON iHE SIiE SPEOFlC DRAWINGS. SiEEL DESIGN. INSTALLA110N RNO BOL➢NG SHALL 9E PEPFORME�IN
ACLOR�ANCE�NiH iME AMEPICAN INSiIiUiE OF S1EEL WNSIRUCTON(AISC)'MFNOAL Of SiEEL CONSiFOt➢ON'.
2 FLL WEI�ING SHFLL BE PEPFORMEO OSING E➢�%%ELECiR0�E5 ANO VTcL01NG SHALL CONFORM i0 AISC. WNERE GILLEi WELD SRES ARE NOT
SHOWN. PRON�E 1HE MINIMUM SIZE PER TABLE J2.4 IN lHE AISC'MANIIAL OF SiEEL LONSIFOCTON'.PAINIED SIIPFACES SHALL BE i011CHE� •
UP.
3.BOIIED CONNECPONS SHALL BE ASiM P325 BEARING 1VPE(}�{'0) CONNECPONS ANO SHALL HFVE MINIMIIM OF 1W0 BOLiS UNLE55 NOIE�
OIHERWISE.S1EEL FASiENER HNR�WARE SHALI 9E GALVANIZE�IN ACCOR�ANCE MiH ASThI F15](HOi-OIP)
4. NON-SIRUCNRAL CONNEClI0N5 FOR SiEEL GRAiING MpY USE 5/0'�IF.FSThI A 30J BOLiS 11NLE55 NOiEO OTiERN15E.
S.INSiFLLA➢ON OG CONCREIE E%PANSION/WEOGE ANCHOR. SHAIL BE PER NRNUGALNRER'S WliliiEN RECOMMENOE�PROCE�UFE.iHE ANCHOR
BaLt, DONEL OR R00 SHFLL CONFORN i0 MANUFACNRER'S PECOMMEN�R110N FOR EMBE�MENT OEPIH �R AS SHOWN ON ME�PANiNGS.NO
REBAF SHALL BE C11T W1MWT PPIOP CON1HACi0fl APPROVAL YAIEN OPIWNG HOLES W CONLREIE. SPECIAL INSPECilONS, REOUIPED 9Y
G�YEkNING COOES, SHALL BE PERFOPMEO IN OROEfl i0 MAINTAIN MANUFACNRER 5 MA%IMUM FLLOWABLE LOADS.ALL E%PANSION/WEDGE
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V�� ae9washington-street y)NOftTHWESTERNDRIVE SITENAME• SALEM2 ���-��' � V«' ��P
Aubum, MA 01501 SqLEM,NH03019 P� ,/ Mobility Qj ae/�o/❑ poR carvsieucnon cn.u.
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MOUNiING HAROWARE, ANO ACCESSEO BY TRAINE� ffCHNICIPNS FOR PERIODIC ACCORDANCE WITH ALL APPLICPBLE LOCAL,
1. TH� TME, OIIAENSIONS, ROUTINE MAINiENNNCE ANO 1HEREFORE �OES NOT STATE h FEDERAL REGIILATONS ANO GUIOELMES. (PJ A�Jiff M4AWIYY
iHE POSIPONS OF ALL EOUIPMENT IN iHE REOUIRE ANY WPTER OR SANITARY SEWER SERVICE. �'m�W'LL
COMPOONO FRE SHOWN IN ILWSIRA➢VE FASHION. 7ryE GACILIiV IS NOT GOVERNED BV REGULAilONS � IIXTALEOCPoXFN5/SifY
iHESE DRANiNGS ARE NOT INffNDEO FOR REQl11RING PUBUC ACCE55 PER AOA REOUIREMENIS.
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SITENUMBER: MA3057 ��". a�Q,� �'���� /�TBCT �V1�B��ITY
V�� 48s Wash ngton Street p�NORTIWESTERNORNE SITE NAME: SALEM 2 � ���� irt VC �P
n�b�,�, Mn oiso� SALEM,NH030]9 P s- SITE PLAN & EQUIPMENT PLAN
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V�� 489 Washington Street �Q��� �/t VC � erna� I
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Tel. (508) 981- 9590 � Tel.(so3)a21-ano ,.f- �' �
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SITENUMBER: MA3057 ��� a}Q,� ��"�o� AT�CT MOBILITY
V�� 489 wasn°9'0° st'ee' � � py NORTHWESTERN DRNE SITE NAME: SALEM 2 �''� irl �VC
A�bU�n, MA 01501 SALEM,NH030]9 ���/ Mobility Qi OB/i0/15 FOF CONSIR�LTIOti cwM. � 'p.ppp� GR�UNDING DETAILS
Tel. (508) 981- 9590 rei-(6oaja2�-a4la
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� TheCommamvealthofMassachusetts � Pnnt;Fo�m,�t ';
Department of IndustrialAccidents
� Ojfice ojinvestigaeions
1 Congress S[reet,Suite 100
Boston,�YtA 02114-2017
www.mnss.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant [nformation Please Print LeQiblv
NamC(Dusiness/Organization/IndividuaQ:Site Acquisitions,LLC d/b/a SAI Communications
Address:2� Northwestem Drive
City/State/Zip:Salem, NH 03079 Phone#:603.421.0470 j
Are you an employer?Check the appropriate box: Type of project(required): I'
L❑� (am a employer with �z0 4. � [am a general contractor and I
emptoyees(full and/or part-time).
+ have h'ved the sub-contractors 6. ❑New construction
2.� I am a sole proprietor or partnery listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have g, �Demolition
working for me in any capacity. employees and have workecs'
[No workers' comp. insurance comp. insurance.= 9 ❑ Building addition
required.j 5. � We are a corporation and its 1o.❑ Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised the'v ��.Q p�umbing repairs or additions
m self. o workers' com right of exemption per MGL
Y M p• 12.� Roofrepairs
i�surance required.]t c. 152, §I(4),and we have no telecommunications
employees. [No workers' �3.�Other
comp. insurance required.]
•Any applicanl lhat checks 6ox Hl must also fill out Ihe section below showing their workers'wmpensetion policy information.
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INSft rypEOFINSURANLE ADDLSIlBR pOLIGYNUMBER MM100lYYYV MMIDO/YYxYY LIM�TS
LTR
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J( BO�I�YINJURY(Perpersan) $
ANV AUTO
ALIOWNED SCHEOULEO BO�ILVINJURY(Para¢itlenl) $
x HIREDSAUTOS X AU�TOS�EO I PROPEftTY OAMAGE $
L Pet acciaem
a
C % UMBRELLALIAB OCCUR 1000021452 1/1/2015 1/1/2018 EACHOCCUftRENCE $5,000,000
E%CESS LIAB CLAIMS-MAOE AGGREGATE $5,000,000
DEU I RETENTION S $
p WORNERSCOMPENSATION WC68180788 8/i/2015 8/1/2018 �STFTU- OTH-
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n yea,aesalbeunaer
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This Certificate covers all operations usual and customary to the insured's business.
Type of Insurance- Excess Liability/Policy#5227949781 /Company-Crum& Forster Ins Co/
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E ng. N u m ber 63444712
August 26 2015
Page 1 of 2
AMERICAN TOWER°
COPPO0. RTION
Structural Evaluation
ATC Site Number& Name 305035,Salem MA 8, MA
Carrier Site Number& Name MA3057/FA#10000142,SALEM
Site Location 0 Cain Road
Salem, MA 01970-ll46, Essex County
42.493111 N/-70.938300 W
Tower Description 170 ft Self Supported Tower
Basic Wind Speed 110 mph (3-Second Gust)
Basic Wind Speed w/Ice 50 mph (3-Second Gust)w/1 1/4" ice
Code ANSI/TIA-222-G/2009 IBC/Massachusetts State Building Code 8`h Edition
Existing and Reserved Equipment
Elevation'(ft)
qry AMenna MouritType Lines Carrier
Mount RAD
3 RFS ATMAA1412D-1A20 (12)15/8"Coax
167.0 167.0 3 Ericsson AIR 21, 1.3 M,B2A 84P Sec[or Frame (3)3/8"Coax T-Mobile
3 Ericswn AIR 21,1.3M,64A 62P (1)11/4"(125")Fiber
3 Alcatel-Lucent B13 RRH4x30-4R 700U
3 Alcatel-Lucent PGS 625 RRH2x60/4x30
2 RFS DB-Bl-6C-12AB-0Z (18)15/8"Coax
159.0 159.0 3 Alwtel-Lucent RRH2X60-AWS Band 4 Sector Frame (3)15/8"HybriFlex Verizon
6 Andrew HBX-6517D5-VTM
3 CSS X7C�80
3 AnteIHT4C6318R000G
6 Kathrein 86010025 (12)15/8"Coax
1 Raycap DC6-48-60-18-8F (1)039"FiberTrunk
148.0 148.0 12 Powenvave LGP2140X Sector Frame (Z).69"6 AWG 3 qT&T Mobility
6 Ericsson RRUSll (1)1/2"Coax
3 Kathrein 800-10121 (1)3"conduit
3 Kathrein 80010764
6 Kathrein 86010025 (12)15/8"Coax
140.0 140.0 6 Kathrein 80010504 Sector Frame (1)3/8"Coax Metro PCS
131.0 133.0 1 5'Omni Side Arm �1)7/8"Coax Salem Police Dept
127.0 127.0 1 2'HP Dish Leg (210.41"LMR�00 FiberTower
118.0 118.0 1 4'Dish w/Radome Leg (1)EW90 AT&T Mobility
� 109.0 113.0 1 8'Omni Side Arm (1)15/8"Coax Salem Police Dept
105.0 105.0 1 Til-Tek TA-2304-2-DAB Leg (1)15/8"Coax Sirius XM Radio
96.0 96.0 1 4'HP Dish Leg (1)EW90 AT&T Mobility
6 DregonWave Horizon DUO
1 Motorola PTF 600 (g)1/2"Coax
90.0 90.0 1 AndrewVHLPl-23 Leg (3�2"conduit
2 Andrew VHLP2-11 (1)5/16"(0.31")Coax Clearwire
1 AndrewVHLP2-18
1 Andrew PX2F•52
86.0 86.0 3 Samsung FDD_R6_RRH Leg (3)5/8"Coax
3 ArgusLLPX310R (3�1/4"Coax
82.0 82.0 1 4'Dish w/Radome Leg (1)EW90 AT&T Mobility
68.0 73.0 1 Andrew D8636C Side Arm (1)7/8"Coax City Of Salem
35.0 35.0 1 Til-TekTA-2324-LHCP SideArm (1�7/8"Coax SiriusXMRadio
ATC Tower Senires,Inc. 3500 Regenty Parkway,Sui[e 300-Cary,NC 2]516-919-468-0112 OFfre-919-06&5414 Fax-www.americantower.mm
Eng. Number 63444712
August 26 2015
Page 2 of 2
AMERICAN TOWER°
< onvonwr � ox
Equipment to be Removed
Eleuation'(ft) � qMenna MountType Lines Carrier
Mourrt RAD
3 Kathrein 800.10121
148.0 148.0 6 Kathrein 86010025 - (z).65"8 AWG 2C AT&T Mobility
Proposed Equipment
Elevation'(ft)
qry Arrtenna MountType Lines Carrier
Mourrt RAD
3 Ericsson RRUS 32 830 (2)0.78"8 AWG 6
148.0 148.0 1 RaycapDC6�8-60-18-8F SectorFrame (1)039"FiberTrunk AT&TMobility
3 CCIOPAf>SR-LCUU-H4
Mount elevation is defined as height above bottom of steel structure to bottom of mount,RAD elevation is deflned as center of antenna
above grade level(AGL). �
Double stack proposed coax alongside existing AT&T Mobility coax.
The existing and proposed loads listed in the tables above are compared to the tower's current design capacity
or previous structural analysis. 7he tower should be re-evaluated as future loads are added or if actual loads are
found different from those listed in the tables. The subject tower and foundation are adequate to support the
above stated loads in conformance with specified requirements.
Reviewed'by:
Bryan Lanier, PE
Structural Team Leader
tH OF' �
.�.. "
�ORYAN K
I:ANIER
STIIUCTI! l � '
Mas6t. � . .y
Q� Eno .�-__
��
Sep 14 2015 4:15 PM
11/NEK
ATC Tower Services,Inc. 3500 Regency Parkway,Sui[e 300-Cary,NC 2�518-919-468-0112 Offce-919-066-5410 FaK-www.americantowecmm
i
r
AMERICAN TOWER'
CORVORRTION
Interference Analvsis for ATC-305035
1. Tower information
Site Number. ATC-305035
Site Name: Salem MA 8
Site Address: 0 Cain Rd.
Salem, MA 01970
Structure Height: 170'
American Tower Corporation Contact: Shawn Dunn
Date: 08/21/2015
Table 1 Existing Tenant
Radio RAD Antenna No. Of
Carrier Technology Frequency Band [MHz] Center Dimensions Sectors
AGL Ft
Verizon TX: 776-787 /2110-2130 94.9" & 74.9"
Wireless LTE �y; 746-757/ 1710-1730 159 & 50.5" 3
Verizon CDMA TX: 880-894/ 1970-1990 �59 94.9" & 74.9" 3
Wireless RX: 835-849 / 1890-1910 & 50.5"
Table 2 Proposed Tenant
Radio �D Antenna No. Of
Carrier Technology Frequency Band [MHz] Center Dimensions Sectors
AGL Ft
AT&T LTE TX: 722-728/734-746 148 54.5" & 48" 3
Mobility RX: 722-728 /704-716
TX: 869-880/ 890-891.5 /
AT&T GSM/UMTS 1930-1945 / 1975-1990 �48 54.5" &48" 3
Mobility RX: 824-835 / 845-846.5 /
1850-1865 / 1895-1910
AT&T LTE TX: 2345-2360 148 54.5" & 48" 3
Mobility RX: 2305-2320
To ensure sufficient isolation to prevent interference with the existing site tenant attributable to proposed
tenant, analysis of the property data shown above (Table 1 and Table 2) was performed using industry
standard mathematical procedures.
� 3500 Regenry Parkway•Cary,NC 27518•919.466.0112 Office•919.466.5414 Fax•www.americantoweacom
�
I1i
AMERICAN TOWER'
' COqVO0.AT10N
2.Analvsis
Table 3 Vertical Path Loss Calculations for Existing Tenant vs. Proposed Tenant
Tip-to-tip Path Loss from Path Loss from
Existing Tenant Proposed Tenant Separation Existing Tenant to Proposed Tenant to
ft Pro osed Tenant dB Existin Tenant dB
Verizon Wireless AT&T Mobility 4 g 50 51
(700 MHz) (700 MHz)
Verizon Wireless AT&T Mobility 4 8 60 63
(800 MHz) (700 MHz)
Verizon Wireless AT&T Mobility 4 8 60 77
(1900 MHz) (700 MHz)
Verizon Wireless AT&T Mobility 4 8 60 78
(2100 MHz) (700 MHz)
Verizon Wireless AT&T Mobility 4 8 63 61
(700 MHz) (800 MHz)
Verizon Wireless AT&T Mobility 4 8 53 53
(800 MHz) (800 MHz)
Verizon Wireless AT&T Mobility 4 g 63 77
(1900 MHz) (800 MHz)
Verizon Wireless AT&T Mobility 4 g 63 78
(2100 MHz) (800 MHz)
Verizon Wireless AT&T Mobility 4 8 �� 61
(700 MHz) (1900 MHz)
Verizon Wireless AT&T Mobility 4 8 �� 63
(800 MHz) (1900 MHz)
Verizon Wireless AT&T Mobility 4.8 67 67
�i9oo Mxz� �i9oo Mxz�
Verizon Wireless AT&T Mobility 4 g �� �g
(2100 MHz) (1900 MHz)
Verizon Wireless AT&T Mobility 4 8 80 61
(700.MHz) (2300 MHz)
Verizon Wireless AT&T Mobility 4 g gp 63
(800 MHz) (2300 MHz)
Verizon Wireless AT&T Mobility 4 8 80 77
(1900 MHz) (2300 MHz)
Verizon Wireless AT&T Mobility 4 8 80 78
(2100 MHz) (2300 MHz)
3500 Regency Parkway•Cary,NC 2J518•919.468.0112 Office•919.466.5414 Fax•www.americantower.com
" AMERICAN TOWER•
CORPOflwTIOM
Basis: 1) Maximum tolerable interfering signal is defined for this purpose as receiver noise level
1dB above the Minimum Detectable Signal level measured when the interfering signal is
absent.
2) Because of the highly directional nature of proposed tenant antenna equipment, only the
closest adjacent existing tenant was included in the analysis.
3) AssumpYions: Existing tenanYs receivers sensitivity —143 dBw, ultimate rejection —90
dB, net feedline loss and antenna gain in direction of analyzed signal 0 dB, Proposed tenant
ERP in direction of existing tenant —15 dBw.
The path loss equation used for antennas in different frequency bands:
PLv =28 +40 log (d*f/ (3*108)) + Lf
Where d=distance between antennas in meters,f—frequency in Hertz; Lf= 10 dB
The path loss equation used for antennas in the same frequency band:
rL�=as +4o iog�a*f i �s*�08))
YVhere d=distance beriveen antennas in meters;f frequency in Hertz
3. Transmitter NoiseBeceiver Desensitization
A transmitter may radiate energy above or below its operating frequency depending on its filter
characteristics as well as other components in the transmit path. Radiated energy from the proposed tenant
may fall within the passband of the existing tenanYs receivers, where it will appear as "in-band" noise.
Since in-band signals cannot be filtered out, dynamic range of the existing tenanYs receivers would be
consumed by signal from the proposed tenant, desensitizing the receivers to intended signals.
4. FindinEs:
The RAD height for the proposed equipment satis6es the industry standard for RF isolation. The addition
of the proposed antennas and transmitters should not degrade performance of the existing tenant's
receivers.
Independent of the RAD center height the proposed tenant uses in its co-location, the proposed tenant must
ensure that any existing tenants do not receive significant, performance degrading interference because of
proposed tenant equipment or operation. If any of the existing tenants do receive significant, performance
degrading interference from the proposed tenant, then it will be the responsibility of proposed tenant to
expeditiously resolve the interference issues with the existing tenants. The proposed tenant is also
responsible for protecting their equipment against any potentially harmful interference from any existing
tenants.
' 3500 Regency Parkway•Cary,NC 27518•919.468.0112 Offire•919.466.5414 Fax•www.americantower.com
AMERICAN TOWER•
CORPOP >TIOM
5. Disclaimers and Limitation of Liabilitv
American Tower completed this analysis in accordance with recognized and generally accepted good
engineering practice in the antenna site industry. Notwithstanding the foregoing, since American Tower
services were based on the property data provided in part by proposed tenant, American Tower cannot
warrant or guarantee a specific outcome or effect resulting from this analysis. By accepting this report or
other work product prescribed under related agreements with American Tower,you expressly acknowledge
and agree that American Tower hereby effectively disclaims responsibility for any loss, injury or damage
resulting directly or indirectly from the work product, absent American Tower gross negligence in
conforming to the applicable standard of care for this industry, provided that in no event, shall American
Tower be liable for incidental or consequential damages of any kind, irrespective of fault.
3500 Regency Parkway•Cary,NC 27518•919.468.0112 Office•919.466.5414 Fax•www.americantower.com