HomeMy WebLinkAbout1000-108.-4-11.3 (9) � � �
MAiLING.ADDRESS:
PLANNING BOAR,D MEMBERS ��QF S�UjjyO So th 1d,�NY 1971
DONALD J.WILCENSKI �Q �Q
Chair � �
OFFICE LOCATION:
WILLIAM J.CREMERS va � Town Hall Annex
PIERCE R.AFFERTY � � p 54375 State Route 25
MARTIN H.SIDOR �li�'COU�,��� (cor. M Sou h dYNY gs Ave.)
Telephone: 631 765-1938
www.southoldtowxuzy.gov
PLANNING BOAR,D OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael J. Verity, Chief Building Inspector
From: Heather M. Lanza, AICP, Planning Director�t�
Date: December 23, 2014
Re: Pianning Department Report
T-Mobile Northeast at 415 Elijah's Lane
SCTM#1000-108.-4-11.3
415 Elijah's Lane, Mattituck
As an addendum to the attached SPUD, the Planning Department has conducted a
review of the proposed modifications pursuant to §280-74 B.(2), and has received a
report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report).
We have the following recommendations for this application:
1. The proposed T-Mobile modifications and up-grades are in compliance with the
General Requirements of§280-70, therefore, we recommend a Building Permit
be issued for this application in accordance with the Structural Analysis Report,
dated July 21, 2014, and the FCC RF Compliance Report, dated May 2, 2014.
2. The Building Permit must state the following:
a. All feed lines shall be installed inside the monopole structure
b. All feed line access ports shall be sealed to prevent access by any birds or
other wildlife
Thank you for your cooperation.
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lication and suppot�ing documentation�a5 to
(Note: Cop�of��ildir�g Permit App -
.proposed use or uses should be submitted.)
. ini�iai Deterrriination as to whether use is permitt�d:
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Signature of uilding Inspeetor �
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- � f� Date of Commenfi: �_=--�-�---
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� Comments: .
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Final Determina�ion - . �
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Decision: �
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December 15, 2014
D � C� � � �I �
Ms. Heathex M. Lanza,AICP �E� �� � 2 O 1�
Planning Director Southo�d Town
Town Hall Annex Building Planning Boartl
54375 Route 25
Southold, New York 11971
RE: T-Mobile LI-13-158-C
SCTM#1000-108-4-11.3
Dear Heather,
Enclosed please find five (5) copies of CityScape's review and analysis for
the above referenced application. Please let me know if you have any quesrions or
comments regarding the enclosed analysis.
Sinc rel
y � es
Enclosure
7050 W. Palmetto Park Road#15-652• Boca Raton, FL 33433-3483
Tel:877-438-2851 • Fax: 877-220-4593
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� ■ ■■ "� f��
State of N ew Yo rk a o � ��,�
Telecommunications Site Review Consuttants, �nc.
Equipment Upgrade 7050 W.Palmetto Park Road#15-652
Boca Raton,Florida 33433
Te1:877-438-2851 Fax:877-220-4593
December 12, 2014
Heather M. Lanza,AICP �;� � � � � � �
Planning Director ��{�� �
Town Hall Annex Building U U������(; ] � Z.(�14
53095 Route 25 ` �
Southold,New York l 1971 � �� Southold 7�own
; Planning Bvard
RE: SCTM# 1000-108-4-11.3
Carrier: T-Mobile Northeast Wireless Application
Site/Facility: LI-13-158-C "Mattituck Monopole"
Address: 415 Elijah's Lane
Dear Ms. Lanza,
At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc.
("CityScape") in its capacity as telecommunications consultant for the Town,has considered the merits of
an application submitted by T-Mobile Wireless ("Applicant")to modify equipment at the existing facility
and tower referenced above. The subject facility is owned by Crown Castle International and located at
415 Elijah's Lane in the Town of Southold, see figure 1.
The subject tower has a total elevation of one hundred eight (108) feet with an eight (8) foot
lightning rod for a total height of one hundred twenty-six(116)feet. According to the Structural Analysis
drawings the Applicant's antennas are mounted at the sixty-one (61) foot level, see figure 2. The
Applicant plans to add one new equipment cabinet within their existing ground compound, see figure 3.
The purpose of the upgrades is to allow T-Mobile to improve their technical facilities and provide new
high speed wireless broadband service to complement their existing cell phone service.
T-Mobile has been in the process of upgrading their existing services by modifying their antenna
and related equipment at all their sites nationwide. T-Mobile recently merged with MetroPCS and is
incorporating the combined T-Mobile/MetroPCS allocated spectrum together in order to maximize each
facility. The merger has created confusion to this particular facility in that MetroPCS had previously
been approved, prior to the merger, an extension of tower height to one hundred twenty (120) feet which
would have required tower modifications and upgrades. The merger eliminated the need for MetroPCS to
extend the height resulting in inconsistencies in both the submitted construction drawings (CD's),
structural analysis as well as previous structural analyses.
The initial application for this upgrade included conflicting tower stress computations in the
Structural Analysis Report dated July 21, 2014. The Applicant was requested to provide substantiation to
support the structural computation. On December 11, 2014, Mr. Wayne Smith confirmed the extension
had never been completed and the analysis had been re-run, see figure 4. The Applicant's submitted
CD's incorrectly demonstrate the tower at 120 feet and thus all of the antennas are also misstated, see
figure 5. However the elevations on the CD's were not considered and therefore determined to be
irrelevant because the Structural Analysis is the controlling document. Therefore the submitted analysis
was confirmed to be correct and of sufficient capacity for the existing and proposed equipment
modifications. The new tower stress rating, after the Applicant's upgrade, will be 79.1% out of an
allowable 105%, see figure 6.
SCTM# 1000-108-4-113 • ■ ■ ��■��■
T-Mobile Northeast Wireless Application a O �
Site/Facility:LI-13-158-C Consultants, 111C.
Address:415 Elijah's Lane
Southold,New York Telecommunications Site Review
December 12,2014 New York Antenna Upgrade
Page 2
The Applicant proposes to replace three (3) existing antennas with three (3) upgraded models.
All tower mounted amplifiers and other associated equipment will remain at the sixty-one (61) foot level
of the monopole. The final count of tower mounted equipment will remain unchanged. As noted
previously, the antenna mounting height depicted in the construction drawings are not consistent with the
structural analysis. The CD's show the antennas at sixty four (64) feet and the structural analysis show
the antennas at sixty one (61) feet. The difference is not something that will impact the Town's
application process and the controlling document shall be the structural analysis. Additionally the
Applicant proposes to add a new hybrid feed line and as per the CD's and referenced in figure 5, will be
mounted inside the monopole. However the Structural Analysis depicts the new hybrid line outside the
monopole, see figure 7. Interconnecting the antennas will be twelve (12) existing feed lines, which
appear to be installed outside the monopole.
The Applicant provided an RF Compliance Report dated May 2, 2014 to assure compliance with
all FCC standards regarding human exposure to Radio Frequency (RF) energy, see figure 8. In
accordance with the RF analysis, the preparer suggested signage to be installed and portrayed in restricted
areas as described in figure 9. All designs and plans for the proposed new facilities were developed
according to accepted practices of RF propagation engineering and the persons completing ali work are
sufficiently qualified within their disciplines.
CiTyScape confirms this application is yualified under the Middle Class Tax Relief and Job
Creation Act of 2012 ("The Act") and shall be afforded streamlined processing following the receipt of
the supplemental information. It is recommended the Applicant correct the tower renditions in the
submitted Construction Drawings and correct the tower height and antenna elevations. Therefore,
CityScape recommends approval with the following conditions:
l. All feed lines from all carrier's equipment shall be installed inside the monopole structure;
and,
2. All feed line access ports shall be sealed to prevent access by any birds or other wildlife.
Respectfully submitted,
,�_ . �,,-
•-��s� _.�,
���.����' '��<_ -_.---_ _
_ __
Richard L. Edwards
FCC Licensed
PCIA Certified
CityScape Consultants, Inc.
SCTM# 1000-108-4-11.3 • � �� ��
T-Mobile Northeast Wireless Application o 0 �
Site/Facility:LI-13-158-C
Address:415 Elijah's Lane Consultants, 111C.
Southold,New York Telecommunications Site Review
December 12,2014 New York Antenna Upgrade
Page 3
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SCTM# 1000-108-4-113 • ■ ■■N■�N
T-Mobile Northeast Wireless Application o O �
Site/Facility:LI-13-158-C COt1SU�911tS, 111C.
Address:415 Elijah's Lane
Southold,New York Telecommunications Site Review
December 12,2014 New York Antenna Upgrade
Page 4
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Figure 2. Correct Tower Elevation
SCTM# 1000-108-4-11.3 • �����
T-Mobile Northeast Wireless Application a 0 �
Site/Facility:LI-13-158-C Consultants It1C.
Address:415 Elijah's Lane '
Southold,New York Telecommunications Site Review
December 12,2014 New York Antenna Upgrade
Page 5
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Figure 3. Ground Compound
SCTM# 1000-108-4-11.3 • ■ ■�
T-Mobile Northeast Wireless Application o O �
Site/Facility:LI-13-158-C Consultants, Inc.
Address:415 Elijah's Lane
Southold,New York Telecommunications Site Review
December 12,2014 New York Antenna Upgrade
Page 6
Rick�ds
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9e�:Thurs�aiy, Deoen�11, 2014 11:36 AM
To:
� RE: Canflkting SA 415�lljatts PaR1�T-Nbblie
R�ck,
The rtrod des�gn consisted of an extension for Metrv Pt'S propcsed badi�g.
The ATT SA dated 10/24!!2 considers the mod but there is a anothe�ATT SA on fik
dated 6�5/2013(dot 4846617)fior the same ATT loading that passes because it does
not include the MetroPCS bading. Metro did not go on the trnrer and the SA was
rerun without the mod.
let me know if you need any additiona{information_
V4tsyne $mith
Civil Solutioas lnc.
Phone�616,97Z.d431
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Figure 4. Structural Analysis Confirmation
SCTM# 1000-108-4-11.3 • ■ ���■�a�
T-Mobile Northeast Wireless Application a O �
Site/Facility:LI-13-158-C Consultants, 111C.
Address:415 Elijah's Lane
Southold,New York Telecommunications Site Review
December ]2,2014 New York Antenna Upgrade
Page 7
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Figure 5. Incorrect Tower Elevation
SCTM# 1000-108-4-11.3 • �� �■�N��
T-Mobile Northeast Wireless Application o G �
site�aciiiry:LI-13-158-C Consultants, Inc.
Address:4l5 Elijah's Lane
Southold,New York Telecommunications Site Review
December 12,2014 New York Antenna Upgrade
Page 8
PAUL J. FQRD AND COMPANY
5 T R U C T U R N L E N G 1 N E E R S
tSOEa�IBmad)t�+rt • 4uMWaG • Cnimlw4,C�fa li!15.71[A
Date: July 21,2014
Dar�y Tarr Paul J Ford and Company
Cra�m Castle 250 E.Broad 5tree4 SuiEe 80Q
3530 Toringdpn Way 5u1e 3U0 Cdwnbus,OH 43215
Charidtr.(�282T7 814.221.8874
Subjeet Strucd�ral Malysis Report
Girier De+signaoon_ T-i1lobite Co�ocaEe
Cxrier Si�Nwnber LI13156C
Cxrier Sibe Name: Ea�Maltihick
Crown Cxde Designaoon: Cro�rn Castle BU Nwnber 843211
Gown Gstle SiEr Name: MATTITUCK
Crarn Gstle JOE Jab ti�ber: 268d34
Cram Gstle Work Order Number: 788807
Crown Gstle Appiicatron Nunber. 224520 Rev.7
Engineering F'irm Decign�dwr: Pwl J Fard and Cortrpany Proje�Number: 37514-0�03.OQ2.7805
S�te Dao: EtJJANS LANE.NATTiTUCK S�fu/�Caunty.Nl�
ut�,a��o°ss•�_8-�o�ae�ae-�r ao•�o.r
10T.5 Foat-Morwpole Toirer
Dear Darey Tarr.
Paul J Fard and Company is pleased to s�mR tlxs"Structunl Analysis Report'to deEe+mv�e the strtix�uai
ntegrAy oF tl�e above mer►t�orxd Eower. TTas anat�rsis has beco perfortn�ed m aa�rdance wilh tfie Ctown Casde
Stru�u�'Statemertt d Wark'and tl�e terms oF Gmwn Castle Ptxc�e O�der Nunber 889P14.in aocadance
wrth appicaoan 224520.revision 7.
TTre purpose a�tlse analysrs is 1n ded�ermine axeptability of the lorrer�t►ess level. 8ased cn au anaysa we
have determsre�d M�e 6ower stress ie+►�I ior the strucVre and toundation.under tf�e toia�winp bad case.to be:
LC5:Ezisting�Reserved+P►oposed EQuiPme�N Sufficient Capacity
pcEe:8er Tab�e 1�O TaC�N IW 4�e araDosed ana eettt4qhcserve0 3ovW�0.respec�rey.
�1C StrUClitd��f�f5t5 Wa5 pCffOfI112d�Tf a115 IOWC'f II dWpif�3f102 WIIII 111E fl�l1�ERIPfl�S Of TI/UE{/�-�-F
Structirral Sbndards Tor Steel An4ema Towers and Antenna SupPo►6nG SbuUures using a fasDest mae wind
speed of 85 mph with no ice.37.8 mph wiTh 0.75 nch ice tl►Sdmess and 50 mph inder servdce bads.
We at Pa�i J Fad�d ConP�Y aPP����itY of Prw�dm9 arr cor►ts►uin9 P�ofessional s�s Eo
yau�d CtoMm Castle. H you have any questions cr need fwd�er assis�oe at tltis or any�her projeqs
qe�e give us a caN.
RespecrfuAy subrn�ed by
�1e`v To�ver Stress
"�P�.E.►. Rating 79.1% out of
������
an alto�vable 105%
brXToM�Et RepQrt-vpl6lpn 6.1 A.1
Figure 6. Structural Analysis
SCTM# 1000-108-4-11.3 • ■ ■ H��N
T-Mobile Northeast Wireless Application o O �
Site/Facility:LI-13-158-C Consultants, 111C.
Address:415 Elijah's Lane
Southold,New York Telecommunications Site Review
December 12,2014 New York Antenna Upgrade
Page 9
Prapased ne� l�ne stated to be
instatled outside the monopo[Q
�hould not be a!lowed
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Figure 7. Feed Line Configuration
SCTM# 1000-108-4-113 • ��■■�
T-Mobile Northeast Wireless Application o O �
Site/Facility:LI-13-158-C Consultants, IIIC.
Address:415 Elijah's Lane
Southold,New York Telecommunications Site Review
December 12,2014 New York Antenna Upgrade
Page 10
TMO MAT RF Compliance Report
Site # LI I 3 I 58C
Maccituck Monopolc
4 I S Elijah's Lanc
Matcituck, New York I 1952
EBI Project No. b2142570
May 2. 20 I 4
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3500 Sunrise Highvray,Suite D203
Great Rivcr, NY I 1739
Prepared br:
EBI �onsulting
� envirt�nmenC�l i eng�ne�rmg�cJue dil�g�ne�
Figure 8. Human Exposure Analysis
SCTM# 1000-108-4-11.3 • �■��N�
T-Mobile Northeast Wireless Application o 0 �
Site/Facility: LI-13-158-C Consultants, It1C.
Address:415 Elijah's Lane
Southold,New York Telecommunications Site Review
December 12,2014 New York Antenna Upgrade
Page 11
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Figure 9. Sign Recommendation
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. • �
Consultants, Inc.
7050 West Palmetto Park Road#15-652
Boca Raton,Florida 33433
Te1:877.438-2851 Fax:877.220-4593
LETTER OF AGREEMENT �� � � � O �(] � �
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t
NOV 2 0 2014 �
November 3, 2014
Southold Fown
Planning Board
Heather Lanza,AICP, Planning Director
Town of Southold
53095 Route 25
Southold,New York 11971
Re: Agreement between Town of Southold,New York(Town) and CityScape Consultants,
Inc. (Consultant)dated March 5,2013 (Agreement)
Dear Ms. Lanza,
As per the above referenced Agreement between Town and Consultant, Consultant agrees to
provide a review and analysis for an Application from T-Mobile for modifications and upgrades
to an existing facility located at 415 Elijah's Lane(SCTM#1000-108-4-11.3).
Review services for the Application will be perforcned at an agreed upon rate of four thousand
dollars ($4,000). There will be no additional costs or fees associated with the review of this
Application and/or follow-up letters relating to this Application.
Consultant will provide the services as outlined in Exhibit A, Scope of Services, of the
Agreement.
Si cer y, �
Kay iles
� �
a r� �.
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OMNIPOINT COMMUNICATIONS,INC.,a subsidiary of T-Mobile USA,inc.(Fortneriy known as Voice Stream Wireless)
Paul La Pasota
3500 Sunrise Highway
Suite D203
Great River,NY 11739
Office:631-224-6651
Mobile:631-745-4677
Fa�c:813-351-4349
Email:paul.lapasota�f-moblle.com
October 6, 2014
Town Southold � I� � U LS 4
�._______..t �
Building Department
Town Hall NOV 5 201� �- �
Southold, NY 11971
� Southold Fown� �
Planning Board
RE: COST OF CONSTRUCTION LETTER
Site#: LI-13-158C
415 Elijah's Lane
Mattituck, NY 11952
Dear Sir or Madam,
Regarding the captioried matter,the estimated cost of construction for the proposed alteration to the
subject property is$16,000.00.
If you have any questions or would lik�additit�ttat inft�rm�tion, pl�ase do not hesit�te to contact our office.
Sincere
--..a_- —
Paul La Pa�p��
Construction Manager
� �
. '�.�. � .
T-Mobile Northeast LLC, a subsidiary of T-Mobile USA, Inc.
3500 Sunrise Highway,Suite D203
Great River,NY11739
Attn.:Dan Gustaferri
Date: /e � I ,2014 BY HAND � �i� ia ��, " i - '��
;J1 L <«1 i�.._
�1I` �
� _,;;�
Town of Southold �`�'� N���' �,C U i`. ;i�J'
Arin: Building Department �
53095 Main Road Southold Town
Southold,NY 11971 Planning Board
Dear Sir or Madam:
T-Mobile submitted an application requesting approval to make modifications to the e�cisting
telecommunications facility located at 415 Elijahs Lane, Mattituck, NY Section: 108; Block: 4; Lot:
113,in Town of Southold for your approval. T-Mobile site ID: LI13-158C.
As you may know, in February of 2012,the Congress on the United States passed the Middle Class Ta�c
Relief and Job Creation Act of 2012("TRA")(Pub.Law No. 112-96, 126 Stat 156).The TRA contains
key provisions that directly affect this application. Specifically, Section 6409(a)of the TRA mandates the
grant of requests to place certain collocations and make certain technology upgrades to existing wireless
facilities.Under its terms, sta.te and local governments"mcry not deny, and shadl approve, any eligible
facilities request for a modification of an existing wireless tower or base station that does not
substantially change the physical dimensions of such tower or base station."
An Eligible Facilities Request is any request to modify an e�Cisting tower or base station that involves
"collocations of new transmission equipment"as well as"removal"and"replacement"of transmission
equipment. Section 6409(a)(2xA}(C).
As this application fully conforms to the requirements of the TRA,we are requesting immediate approval
of this application.
T-Mobile is worki�}g to respand to u�preCede�ted�ustomer demand for dependable wireless
communication services.To meet this demand,T-Mobile is constantly improving its coverage areas and
expanding its network capacity to handle the customer calls and a growing use of data.These upgrades
are designed to enhance the quality and data handling capacity of the network,provide our customers
with mobile access for the phones,laptops and tablets,and ensuring quality LTE coverage.
The attached application explains in detail the modifications T-Mobile is proposing for this wireless
facility.Thank you for your consideration and approval of this application. We look forwazd to working
with yau to provide better wireless services to your community.
incerely,
� _
��.����___
Dan ' ���\\'�
Gustaferri
Manager,T-Mobile
Engineering Department
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�1vY1 Solutions Tnco orat�c�
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74 Ens'1'Avt�.Nl�t�:,G�.t.N Cov1�:,NY 11542
TI?[.F:PFIONE516.972.6431 ♦ Vi'Al'NIi.S11iI"C{I(l1�CIV(I.tiOi.l'1'fONSN}:.COAt
October 22, 2014 ***BY USPS PRIORITY MAIL***
OC � 2 ;i li��,
Town of Southold
Planning Department ' -.. _
Town Hall
Southold, NY 11971 ���-��
RE: Application to the Planning Department for a modification to the Wireless
Telecommunications Facility at 415 Elijah's Lane, NY 11952 (T-Mobile Site ID:
LI13158C)
Dear Mr.Cummings,
As authorized representatives for T-Mobile Northeast, LLC ("T-Mobile") we submit five
sets of the following documents to in regard to the proposed modification to the existing
telecommunications facility.
1. Copy of the T�wn of Southold Building Permit application.
2. Drawings by EBI Consulting; Rev No.1 dated 3/26/14.
3. RF Compliance Report EBI Consulting dated 5/2/14.
4. Structural Assessment Letter by Paul J. Ford and Company, dated 7/21/14.
5. Letter regarding the Middle Class Tax Relief and Job Creation Act of 2012
("TRA").
6. T-Mobile check #2962645 in the amount of$4,000 payable to the Town of
Southold to establish an escrow fund for the Town's wireless consultanYs review
of this application.
Very truly yours,
�
Wayne Smith
� •
T-Mobile Northeast LLC, a subsidiary of T-Mobile USA, Inc.
3500 Sunrise Highway,Suite D203
Great River,NY 1 1739
Attn.: Dan Gustaferri
Date: lt� � 1 , 2014 BY HAND
Town of Southold
Attn: Building Department
53095 Main Road
Southold,NY 11971
Dear Sir or Madam:
T-Mobile submitted an application requesting approval to make modifications to the existing
telecommunications facility located at 415 Elijahs Lane, Mattituck, NY Section: 108; Block: 4; Lot:
11.3, in Town of Southold for your approval. T-Mobile site ID: LI13-158C.
As you may know, in February of 2012,the Congress on the United States passed the Middle Class Tax
Relief and Job Creation Act of 2012("TRA")(Pub. Law No. 112-96, 126 Stat 156).The TRA contains
key provisions that directly affect this application. Specifically, Section 6409(a)of the TRA mandates the
grant of requests to place certain collocations and make certain technology upgrades to existing wireless
facilities. Under its terms, state and local governments"may not deny, and shall approve, any eligible
facilities request for a modification of an existing wireless tower or base station that does not
substantially chunge the physica!dimensions of such tower or base station."
An Eligible Facilities Request is any request to modify an existing tower or base station that involves
"collocations of new transmission equipment"as well as"removal"and"replacement"of transmission
equipment. Section 6409(ax2xA)-(C).
As this application fully conforms to the requirements of the TRA,we are requesting immediate approval
of this application.
T-Mobile is working to respond to unpreCedented Customer demand for dependable wireless
communication services.To meet this demand,T-Mobile is constantly improving its coverage areas and
expanding its network capacity to handle the customer calls and a growing use of data. These upgrades
are designed to enhance the quality and data handling capacity of the network, provide our customers
with mobile access for the phones, laptops and tablets,and ensuring quality LTE coverage.
The attached application explains in detail the modifications T-Mobile is proposing for this wireless
facility.Thank you for your consideration and approva) of this application. We look forward to working
with you to provide better wireless services to your community.
incerely,
� �
�� a ��
f ' ;�\\` V
Dan Gusta err�
Manager,T-Mobile
Engineering Department
I
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i �.
T(aV41N OF SOUTHOL � ' BUILDIN RMIT APPLICATION CHECKLIST
BU�iLDING DEPART T �
N 0 V 2 U 14 ��� Do u have or need the foltowing,before applying?
TOWN HALL � Board of Health
SOUTHOLD NY 1197 "�" ' �""' `
� Southold Tuwn � 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
.— — �;`"�-� N.Y.S.D.E.C.
,M:.-
� � � ='' ' � ' 1�'°1�� Trustees
' �` ��;�� �i�,� C.O.Application
�� � � i, , ; fi Flood Permit
Examined ,20 , ���'� Single&Separate
� ' � ` Q�i 2,� 2014 ;�' �
���~�' ; �� Storm-Water Assessment Form
. . .___.�__.�,.-a
- i j�—�— � �" ", C ntact:
Approved ,Zp i " ���� �� �-�'� Wa ne Smith CSI,54 Smith Street
1__�.�_�_._-.
� _..___
-�--�- .Mail to: Y '
Disapproved a/c Glen Head,NY 11545
Phone: 516.972.6431
Expiration ,20 Site ID:LI13-158
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date �' d �3 3- , 2014
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
T-Mobile USA
(Signature of applicant or name,if a corporation)
3500 Sunrise Highway, Suite D203, Great River, NY 11739
ATTN: Dan Gustaferri
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Applicant is lessee.
Gobil //,, /�
Name of owner of premises �(fll/d�'!'j
(As on t tax roll or latest deed)
If applicant is a o oration signature o d y authorized officer
� � .s r �'
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
415 Elijahs Lane Mattituck
House Number Street Hamlet
County Tax Map No. 1000 Section ��$ Block 0004 Lot 011.003
Su�:iivision � Filed Map No. 889 Lot
2. State existing use and occupancy of�pr�emises and intended use and occu ancy of proposed construction:
a. Existing use and occupancy W�reless telecommunications facili�y - unmanned
b. Intended use and occupancy W�reless telecommunications facility - unmanned
3. Nature of work (check which applicable): New Building Addition AlterationX
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost $15,000.00 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units NA Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated Limited Business (LB)
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x
13. Will lot be re-graded? YES NO x Will excess fill be removed from premises? YES NO x
C/O Baxter Brothers,PO Box
14. Names of Owner of premises��obii �w�uiam�.aaxter,Jr)Address 802 Cutchogue,NY 11935 phone No.
Name of Architect EBI Consulting Address 2� g Street,Burlington,�wa, o�p�ne No 781-273-2500
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO X
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO X
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF�'E}(�jC„)
Mr. Daniel Gustaferri being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Officer
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me th' �
_�_day of 20��
J£NNtR�R DOtJt3H�T� ,
pub��.c-$tata af�Yo?rtc
Notary Public 'a„��ined�n suHo�x..courscir Signature plicant
Co»�missio�f LxPirea 08t08/20;�,
;fOWN OF SOUTHOLD BUILD PERMIT APYLlCA1�[UN CliI:CKLIS
YBUILD[NG DEPARTMENT � �+you have or necd thc; fulluwinb,b�forc:appl}in�
TOWN HALL F3oardufHealth____ _
SOU1'HOLU, NY 11971 � sets of[3uilding I'lan�_ _
TEL: (631) 765-1$U2 Planning l3oard appru��l___
FAX: (631) 76�-9�U2 Survey------- --— _
SuuthuldTown.NorthFork.net PERI�iIT NU. Check______
-- -- _ _
Septic Form__ _____
___ _ _
, _ , N.Y.S.D.E.C.
- -- __ _ __ _ _
Trustees
-- _ _- - --
C.O.Applicatiun
Flood Pern�it -- — - _ -
Examine�l ,'p ��' i � 3 !'J1i` ; Single d�c SeparatC-- --- --
Stonn-WatCr A�s�:�ment F�urin
Contact:
AppruvrAl _ ,�0__ Mail to: Wayne Smnh,CSI, 54 Smuh Streel
Uisapproved aic Gien Head,NY 11545
I'hone: 516.972 6431
Gxpiratiun -- -,?p Sne 10 LI13-15b
E3uilding Inspector
AI'PLICATION FOR 13UILDING PEItMIT
Date , �U 14
1NSTRUCTIONS
a. "fhis applicatiun MUST be completel} t711ed in by typewriter or in ink and submitted to the F3uildinb In�p��wr «i�h -1
sets uf plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, r�lationship to adjoining premisrs or public str«ts ur
areas, J11L� Wa[CCway�.
c. 7'he wurk coverrd by this application may nut be commenced betorc issuance of Buildinb PCrmit.
d. Upon approval ofthis application, the Buildinb Inspector will issue a Building Permit to tha applic�nt. Su�h a p�nnit
shall be kept on the prtmises available for inspection d��roughout [he work.
e. No building shall be occupied or used in whole or in part for any purpc�se what so evCr until thc t3uildinb in�pc:cwr
i�aurs a Cc;rtit7cate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months at�tcr th��at� ut
issuancc ur has not been completed within 18 munths ti•om such date. If no zoning amendments or other r�bulatiuns at�t�ctinb th�
property hav� been enacted in the interim, the E3uildin� Inspector may authorize, in writing, the extension uf the pCrmit lur an
additi�n six rnonths. Thereatter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for thz issuance of a E3uildinb f'rrmit pursuant tu thc
t3uildin� "Lunr Ordinance of the Town of Southold, Suftolk County, New York,and other applicable Laws, Ordin:�ncc:� or
ftr�ulatiuns, for the construction of buildinbs,additions, or alterations or for removal or demolition as her�in �cscribed. "I f��
applicant agrres w comply with all applicable laws, ordinances, buildinb code, housinb code, and rebulation�, �nd to aJmit
authorizcd inspec[ors un premises and in buildinb for necessary inspections.
T-Mobile USA
(Si�nature of applicant ur namC, 1� J CUfPUfJIIUII)
3500 Sunrise Highway, Suite D203, Great Rwer, NY 11739
ATTN: Dan Gustaferri
(Mailin6 addrea�ut�pplicant)
�tatc wh�th�r applicant is owner, lessee, abent, architect, enbineer, general contractor, elrctrician, plumb�r ur builcic:r
Applicant fs tessee.
Gobil //,,
�:<►r,�� <�.����n;.:.�f premises J l�1/�/��1��! /��t,� — -- -
(As on t�roll or latest dCed)
lt�applicant is a. •o ora�ion signature o �d y authorized otticer
� f FS
(Name and title of corporate otticer)
I3uilders License No.
1'lumbers Licensc: No.
I:lc;ctrician� Licrnsr No.
Othcr Trade's Licrnse No.
I. Lo�ation ot�land un which proposed work �vill be don�:
415 Elijahs Lane Mattituck
Iluus� Numh�r Street Hamlet ----
C'uunt` �fas �1<<{� Nu. 1OUO Section 108 �I�c� 0004 L�t 011 003
� S�-+b��livisiun _ Filed Map No. 473889 _Lot -- __--
?. Sta[c existinb usc and occupancy ofp r�emises and intended,use and occu ancy of proposed constru�tiun:
a. Existin� use and occupancy w�reless telecommunications facili�y - unmanned !_ __
b. [ncrndect use and occupancy Wireless telecommunications facility - unmanned __
3. Nature ot'���ork (chcck which applicable): Neti• Buildin� Addition �lt�ratiunX _
(tepair Removal Demolition Uther Work _
(Des�ription)
=4. l:stimated Cost $15,000.00 Fee _---
(To be paid on tilinb this applicatiun)
�. If dwellinb, number of dwellin� units NA _ Number of dwellinb units on each iloor ____
if garage, number of cars
6. lf business, commercial or mixed occupancy, specity nature and extent of each type of use. _
7. Dim�nsioils of�xistinb structures, if any: Front Kear Dc:ptt� _
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
b. Dimc;nsions of entire n�w construction: Front Rear Dcpth
Height Number of Stories
��. Sizc; ot�lot: Front R�ar Depth
10. I�ate of Purchasr Name ot�Form�r Owner
1 1. 'LonC or use Jistrict in which premises are situated Limited Business (LB)
1?. Uoes propos�d construction violate any zoning law, ordinance or regulation? YES NU x
13. Will lut be r�-braded'? YES NU x Will excess lill be removed tiom premis�s? YES N(� x
C/O Baxter Brothers,PO Box
�-�. Ni1I11C5 OI OWIICC Ot j7i�IT1lSeS Globil (Wlliam J.Baxter Jr)A(ICIieSS 802 CulChogue,NY 11935 Phone Nu.
Name of Architect EBI Consuluny Address z�e s�..�,s�,n��,,wu► oYAbne No �d�-2�3-25u0
Name of Contractor Address Phone N�.
I� a. (s this prop�rty within 100 feet of a tidal wetlund or a tieshwater wetland? *YES NU
* 11� YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRf:U.
b. Is this property within 300 feet of a tidal wetland'? * YES NO X
* IF YES, U.I:.C. PERMITS MAY BE REQUIRED.
16. Provid� sur���y, to scal�, with accurate fuundatiun plan and disianc�s to property lines.
I 7. 1 t��l�vation at any point on property is at I 0 feet or below, must provide topo�raphical data �n sun�r�.
1 b. Arc: there any cov�nants and restrictions with respect to this property'? * YES NO X
* 11� YES, I'ROVIDE A COPY.
5l A fG U1= NEW Y"URK)
SS:
COUN"fY UF�'E���)
Mr. Daniel Gustaferri bein�;July sworn,deposes and says that (s)he is th� applicsnt
(Name of individual signing cuntract)abovC named,
(S>He is ch� Officer -----
(Contractor, Agent, Carporate Otticer, etc.)
ul said uwner ur o��ners, and is duly authorized to perform or have performed the said work and tu make and til� this applicatiun;
that all stat�ments contained in this application are true to the best of his knowledbe and beliet; and that thc work wiU bc:
pertormrd in the manner set forth in che application tiled thercwith.
S��urn t�� balorr mr th
__��_day �,f _2U�_ �
JEf�INIFEii�OMOHUE • �
— -- �ry Public-Sta����� --
Nutarti I'uhlic p„��;�d�n SuMouc Councr1�7 Sibnature plicant
�.. Commissio�Exp�r�s 0����J.1
4
� �
� PAUL J. FORD AND COMPANY
S T R U C T U R A L E N G I N E E R S
250 East Broad Street � Suite 600 • Columbus, Ohio 43215-3708
OCT 2 �� 201�
Date: July 21, 2014
Darcy Tarr Paul J Ford and Company
Crown Castle 250 E. Broad Street Suite 600
3530 Toringdon Way Suite 300 Columbus, OH 43215
Charlotte, NC 28277 614.221.6679
Subject: Structural Analysis Report
Carrier Designation: T-Mobile Co-Locate
Carrier Site Number: L113158C
Carrier Site Name: East Mattituck
Crown Cast/e Designation: Crown Castle BU Number: 843211
Crown Castle Site Name: MATTITUCK
Crown Castle JDE Job Number: 266634
Crown Castle Work Order Number: 799607
Crown Castle Application Number: 224520 Rev. 7
Engineering Firm Designation: Paul J Ford and Company Project Number: 37514-0903.002.7805
Site�ata: ELIJAH'S LANE, MATTITUGK, Suffolk County, NY
Latitude 40°59'S7.8", Longitude-72°30'40.2"
107.5 Foot- Monopole TQ�erer
Dear Darcy Tarr,
Paul J Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural
integrity of the above mentioned to�ver. This analysis has been performed in accordance with the Crown Castle
Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 669919, in accordance
with application 224520, revision 7.
The purpose of the analysis is to determine acceptability of the tower stress level. Based an our analysis we
have determined the tower stress level for the structure and foundation, under the following load case, to be:
LC5: Existing + Reserved + Proposed Equipment Sufficient Capacity
Note:See Table I and Table II for the proposed and existing/reserved loading,respectively.
The structural analysis was performed for this tower in accordance with the requirements of TIA/EIA-222-F
Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a fastest mile wind
speed of 85 mph with no ice, 37.6 mph with 0.75 inch ice thickness and 50 mph under service loads.
We at Paul J Ford and Company appreciate the opportunity of providing our continuing professional services to
you and Crown Castle. If you have any questions or need further assistance on this or any other projects
please give us a call.
Respe ul ub � ed by: ��F NEGV
'`Q''� �" �LA,�ioO'p�
" f�� * m�� �� *
Nick Parente, E.I. V�-� r w
Structural Designer n u�
ti� � d
�Op �899'S2 �,�`�
F
tnxTower Report-version 6.1.4.1 OCj O 7 9014
L
r • � July 21, 2014
107.5 Ft Monopo/e Tower Structural Ana/ysis CCI BU No 843211
� Project Number 375140903.002.7805,Application 224520, Revision 7 Page 2
TABLE OF CONTENTS
1) INTRODUCTION
2)ANALYSIS CRITERIA
Table 1 - Proposed Antenna and Cable Information
Table 2 - Existing Antenna and Cable Information
3)ANALYSIS PROCEDURE ,
Table 3- Documents Provided
3.1)Analysis Method
3.2)Assumptions
4)ANALYSIS RESULTS
Table 4-Section Capacity (Summary)
Table 5—Tower Components vs. Capaciry
5) APPENDIX A
tnxTower Output
6) APPENDIX B
Base Level Drawing
7)APPENDIX C
Additional Calculations
tnxTower Report-version 6.1.4.1
` • � July 21, 2014
107.5 Ft Monopole Tower Structural Analysis CCI BU No 843211
' Project Number 37514-0903.002.7805,Application 224520, Revision 7 Page 3
1) INTRODUCTION
This tower is a 107.5 ft Monopole tower designed by SUMMIT in November of 2000. The tower was originally
designed for a wind speed of 90 mph per TIA/EIA-222-F.
2)ANALYSIS CRITERIA
The structurai analysis was performed for this tower in accordance with the requirements of TIA/EIA-222-F
Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a fastest mile wind
speed of 85 mph with no ice, 37.6 mph with 0.75 inch ice thickness and 50 mph under service loads.
Table 1 -Proposed Antenna and Cable Information
Center Number Number Feed
Mounting Line Antenna
of Antenna Model of Feed Line Note
Level (ft) Elevation Antennas Manufacturer Lines Size (in)
lft)
� _.._ _ .
; 3 � ericsson � AIR 21 w/Mount Pipe � 1 � 1-1/4 �
61.0 � 62A �--3� remec � S20057A1 � i �
Table 2 -Existing Antenna and Cable Information
Center Number Number Feed
Mounting Line Antenna
Level (ft) Elevation °f Manufacturer Antenna Model of Feed Line Note '
(ft� Antennas Lines Size (in)
..... _.__.... _...._ __ _......
. ......._.. ......... . ........... .. ............... ............ .....j
� ' `. 980H90T2A M w/ Mount ` { �
' 108.0 � 108.0 � 6 � decibel ; Pipe � 6 1-1/4 1 '
-� f
� ; 1 ; tower mounts ; T-Arm Mount[TA 602-3] ; � � �
"' "{_.�- } i
� ; 1 ; nokia ; MNPF1990 ; ; �
' � SP2-5.2 �� }
� � 101.0 f 1 � radiowaves , �
� � � �'1�� raycap E DC6-48-60-18-8F � y ` j
' �.._..._.._......._.. ?....._.._........_.....__._....._.__.._..-------------------_ ?_..._.__..........................._...............__........._._.....__...._..........__..__..____ � ;
� 3 � alcatellucent ; RRH2X40-07-L j 1 � 3/8 �
3 andrew i CBC819-DF-9-DCB � 1 � 5/8 �
98 � ' � DBXNH-6565A-A2M w/ 2 � 3�4 � 1
gg � � 3 andrew � Mount Pipe 12 j 1-5//8 ; �
'; , 3 andrew � E15Z01 P03 � 1 � 2-1/2 � 9
� -----� �(Conduit);
1
' 6 kathrein ;800 10121 w/Mount Pipe �
.................................................................--------._........_._....._----�----._._....-----------...._......__.._...._...------- `
� � 2 � nokia ; MNPF1990 � � �
� �� !Platform Mount(LP 1201- � �
� 98.0 �1 # tower mounts � �� � �
, s
��� BXA-171090-8CF-EDI N-X= �
j � 3����� antel � W� Mount Pipe � � �
3
� � BXA-70080-4CF-2 w/ � �
� 79.0 9 4 antel � Mount Pipe ' 1 � 3/8 �
.._.. _;
;'
� 78'0 � � FD9R6004/1C-3L 12 7/8 ' � �
' � i___.._._6.._......._..._�.._.._.._.__rfs celwave ; _ ;
__<__............___....._..____-----......_..................._...___
� � 6 � rfs celwave ; FDL85002/1C-3L i �
, ,..........._.._ _.�...................._......._..._.._..__.�._..._..._.._....-----_-----__..._....._..._.._..�.._._..._...._.._._._................._............_........_.__.__._..__._._......_....._......_; �
? 78.0 � 1 � tower mounts �Platform Mo1]t [LP 1201- _; ; 3
` 1
,
tnxTower Report-version 6.1.4.1
` • • July 21, 2014
107.5 Ft Monopole Tower Strucfural Analysis CCI BU No 843211
� Project Number 37514-0903.002.7805,Application 224520, Revision 7 Page 4
Center Number Number Feed
Mounting Line Antenna
of Antenna Model ofFeed Line Note
Level(ft) Elevation Antennas Manufacturer Lines Size(in)
lft)
� . ` 932QLG65R2EB w/ }
i 3 � andrew I
� � Mount Pipe
� 62.0 communication � - - � 2
i � 3 j components inc. � DTMA-1819-DD-12 °
' 61.0 � ' �
� 3 ericsson � KRY 112 144/1 I,
I 4 3/8
� 61.0 1 tower mounts � T-Arm Mount[TA 702-3] 1 1/2 � 1
; � 12 1-5/8 E �
Notes:
1) Existing Equipment
2) Equipment To Be Removed
3) ANALYSIS PROCEDURE
Table 3 -Documents Provided
Document Remarks Reference Source
' GEOTECHNICAL REPORTS ;Tectonic Engineering Consultants, 4840866 CCISITES �
755.228.1.3, 02/1391 �
; TOWER FOUNDATION Summit/PJF, 29200-1703, 1 4840859 � CCISITES �
: DRAWINGS/DESIGN/SPECS � 11/15/00 ; ; ��
3 TOWER MANUFACTURER ' Summit/PJF, 29200-1703, � 4840867 CCISITES
DRAWI NGS 11/15/00 �
3.1) Analysis Method
tnxTower(version 6.1.4.1), a commercially available analysis software package, was used to create a
three-dimensional model of the tower and calculate member stresses for various loading cases.
Selected output from the analysis is included in Appendix A.
3.2) Assumptions
1) Tower and structures were built in accordance with the manufacturer's specifications.
2) The tower and structures have been maintained in accordance with the manufacturer's
specification.
3) The configuration of antennas, transmission cables, mounts and other appurtenances are as
specified in Tab►es 1 and 2 and the referenced drawings.
This analysis may be affected if any assumptions are not valid or have been made in error. Paul J
Ford and Company should be notified to determine the effect on the structural integrity of the tower.
tnxTower Report-version 6.1.4.1
• • July 21, 2014
107.5 Ft Monopole Tower Structural Analysis CCI BU No 843211
� Project Number 37514-0903.002.7805,Application 224520,Revision 7 Page 5
4)ANALYSIS RESULTS
Table 4-Section Capacity (Summary)
Section Component Critical F*P allow °�a pass/Fail
No. Elevation(ft) Ty� Size Element P�K� (K) Capacity
L1 107.5-71.75 E f...._...... ..
� Pole TP29.726x24x0.2188 � 1 -8.62 963.35 37.8 Pass �
L2 71.75-35.5 � Pole � TP35.094x28.6878x0.25 � 2 -13.61 1299.36 75.8 Pass �
L3 35.5-0 Pole TP40.28x33.8733x0.3125 j 3 -20.53 2060.91 79.1 Pass
I t � � Summary
i ; Pole(L3) 79.1 Pass
�_._...-------- ------._....._.............!......_...._............._........_...................._......-�----_......_._..._.._._.._..._._...----------......�E..-----...---...�...._...._...------------- --....._..---- ---------......._._
i ; ; � Rating= � 79.1 ass �
:—..__.._....._........_�........................_....__._....._...._:.._...�..---._..._...._...._.._....................._�-----..._._......................................._.__._................_......---_;...._�---._...._...__.._._....---._..�............._?...-------
) __......._.....---------..._....___._._....---'
Table 5 -Tower Component Stresses vs. Capacity—LC5
Notes Component Elevation (ft) % Capacity Pass I Fail
; 1 ; Anchor Rods 0 � 56.9 Pass �
1 ; Base Plate 0 � 67.5 Pass �
j � : Base Foundation 0 54.7 Pass
; �
(Steei) � --------...__...----._......._._....._....---
:.................._........_..............._.....-------.._._.._.........�_...__---............_._.._......_._..._............____.__....�...----....._._....--------._..._..____.._......_...�...._..--------------___...-----�_
; '
Base Foundation ( 77 7 Pass �
; �'2 ; Soillnteraction � ,
� _ ...._.._._._...._...._._._�
Structure Rating (max from all components)= 79.1%
_ _
Notes:
1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity
consumed.
2) According to the procedures prescribed and agreed to by the Crown Castle Engineering Foundation Committee in
January 2010,the existing caisson foundation was analyzed using the methodology in the software'PLS-Caisson'
(Version 8.10,or newer,by Power Line Systems,Inc.). Per the methods in PLS-Caisson,the soil reactions of cohesive
soils are calculated using 8CD independent of the depth of the soil layer. The depth of soil to be ignored at the top of
the caisson is the greater of the geotechnical report's recommendation,the frost depth of the site or half of the caisson
diameter.
tnxTower Report-version 6.1.4.1
• • July 21, 2014
107.5 Ft Monopole Tower Structural Analysis CCI BU No 843211
Project Number 37514-0903.002.7805,Application 224520, Revision 7 Page 6
APPENDIX A
TNXTOWER OUTPUT
tnxTower Report-version 6.1.4.1
' • • Juty 21, 2014
107.5 Ft Monopole Tower Structural Analysis CCI BU No 843211
' Project Number 37514-0903.002.7805,App/ication 224520, Revision 7 Page 7
Tower Input Data
There is a pole section.
This tower is designed using the TIA/EIA-222-F standard.
The following design criteria apply:
�) Tower is located in Suffolk County, New York.
2� Basic wind speed of 85 mph. .
s) Nominal ice thickness of 0.7500 in.
a� Ice thickness is considered to increase with height.
5) Ice density of 56.00 pcf.
s> A wind speed of 38 mph is used in combination with ice.
�) Temperature drop of 50 °F.
s) Deflections calculated using a wind speed of 50 mph.
s) A non-linear(P-delta) analysis was used.
�o� Pressures are calculated at each section.
��) Stress ratio used in pole design is 1.333.
�2) Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are
not considered.
Options
Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder
Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules
Consider Moments-Diagonals � Assume Rigid Index Plate Calculate Redundant Bracirg Forces
Use Moment Magnification � Use Clear Spans For 1/4'ind Area Ignore Redundant Members in FEA
� Use Code Stress Ratios Use Clear Spans For KUr SR Leg Bolts Resist Compression
� Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable
� Escalate ice � Bypass Mast Stability Checks Offset Girt At Foundation
Always Use Max Kz � Use Azimuth Dish Coefficients � Consider Feedline Torque
Use Special Wind Profile � Project Wind Area of Appurt. Include Angle Block Shear Check
lnclude Bolts In Member Capacity � Autocalc Torque Arrn Areas , Poles
Leg Bolts Are At Top Of Section SR Members Have Cut Ends � Include Shear-Torsion Interaction
Secondary Horizontal Braces Leg � Sort Capacity Reports By Component Always Use Sub-Critical Flow
Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets
Add IBC.6D+W Combination Use TIA-222-G Tension Splice
Capacity Exemption
Tapered Pole Section Geomet
Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade
Length Length of Diameter Diameter Thickness Radius
ft ft ft Sides in in in in
L1 107.5000- 35.7500 3.75 18 24.0000 29.7260 0.2188 0.8752 A607-60
71.7500 (60 ksi)
L2 71.7500- 40.0000 4.50 18 28.6878 35.0940 0.2500 1.0000 A607-60
35.5000 (60 ksi)
L3 35.5000- 40.0000 18 33.8733 40.2800 0.3125 1.2500 A607-65
0.0000 (65 ksi)
Tapered Pole Properties
Section Tip Dia. Area I r C I/C J IdQ w w/t
in in2 in' in in in3 in4 in2 in
L1 24.3702 16.5154 1180.0298 8.4423 12.1920 96.7872 2361.6124 8.2592 3.8389 17.545
30.1846 20.4919 2254.1130 10.4751 15.1008 149.2710 4511.1921 10.2479 4.8467 22.151
L2 29.7402 22.5654 2305.5314 10.0954 14.5734 158.2015 4614.0965 11.2848 4.6090 18.436
35.6354 27.6487 4241.0012 12.3696 17.8278 237.8876 8487.5828 13.8270 5.7365 22.946
L3 35.1277 33.2881 4736.8679 11.9141 17.2076 275.2771 9479.9686 16.6472 5.4117 17.317
40.9014 39.6428 8000.4671 14.1885 20.4622 390.9869 16011.461 19.8251 6.5393 20.926
5
tnxTower Report-version 6.1.4.1
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• • July 29, 2014
107.5 Ft Monopo/e Tower Structural Analysis CCI BU No 843211
Project Number 37514-0903.002.7805, Application 224520, Revision 7 Page 8
Feed Line/Linear Appurtenances - Entered As Area
Description Face Allow Component P/acement Total C,,,4A Weight
or Shield Type Number
Leg ft ft�flY pff
LCF12-50J(1/2") C No Inside Pole 107.5000-0.0000 1 No Ice 0.0000 0.15
1/2"Ice 0.0000 0.15
1"Ice 0.0000 0.15
. 2"Ice 0.0000 0.15
4"Ice 0.0000 0.15
LCF114-50J(1-1/4") C No Inside Pole 107.5000-0.0000 6 No Ice 0.0000 0.70
1/2"Ice 0.0000 0.70
1"Ice 0.0000 0.70
2"Ice 0.0000 0.70
4"Ice 0.0000 0.70
,...
LDF2-50(3/8") C No Inside Pole 98.0000-0.0000 1 No Ice 0.0000 0.08
1/2"Ice 0.0000 0.08
1"Ice 0.0000 0.08
2"Ice 0.0000 0.08
4"Ice 0.0000 0.08
LDF4.5-50(5/8") C No Inside Pole 98.0000-0.0000 1 No Ice 0.0000 0.15
1/2"Ice 0.0000 0.15
1"Ice 0.0000 0.15
2"Ice 0.0000 0.15
4"Ice 0.0000 0.15
LDF7-50A(1-5/8") C No Inside Pole 98.0000-0.0000 12 No ice 0.0000 0.82
1/2"I ce 0.0000 0.82
1"Ice 0.0000 0.82
2"Ice 0.0000 0.82
4"Ice 0.0000 0.82
9776(3/4") C No Inside Pole 98.0000-0.0000 2 No Ice 0.0000 0.31
1/2"Ice 0.0000 0.31
1"Ice 0.0000 0.31
2"Ice 0.0000 0.31
4"Ice 0.0000 0.31
2 1/2"Rigid Conduit C No Inside Pole 98.0000-0.0000 1 No Ice 0.0000 1.48
(2"EMT) 1!2"Ice 0.0000 1.48
1"Ice 0.0000 1.48
2"Ice 0.0000 1.48
4"Ice 0.0000 1.48
LDF2-50(3/8") C No Inside Pole 78.0000-0.0000 1 No Ice 0.0000 0.08
1/2"ice 0.0000 0.08
1"Ice 0.0000 0.08
2"Ice 0.0000 0.08
4"Ice 0.0000 0.08
LDFS-50A(7/8") C No Inside Pole 78.0000-0.0000 12 No Ice 0.0000 0.33
1/2"Ice 0.0000 0.33
1"Ice 0.0000 0.33
2"Ice 0.0000 0.33
4"Ice 0.0000 0.33
LDF2-50(3/8") C No CaAa(Out Of 61.0000-0.0000 4 No Ice 0.0000 0.08
Face) 1/2"Ice 0.0000 0.65
1"Ice 0.0000 1.84
2"Ice 0.0000 6.04
4"Ice 0.0000 21.78
LDF4-50A(1/2") C No CaAa(Out Of 61.0000-0.0000 1 No ice 0.0630 0.15
Face) 1/2"Ice 0.1630 0.84
1"Ice 0.2630 2.14
2"Ice 0.4630 6.58
4"Ice 0.8630 22.78
LCF158-50JL(1-5/8") C No CaAa(Out Of 61.0000-0.0000 1 No Ice 0.1980 0.52
Face) 1/2"Ice 0.2980 2.03
1"Ice 0.3980 4.16
2"Ice 0.5980 10.24
4"Ice 0.9980 29.74
LCF158-50JL(1-5/8") C No CaAa(Out Of 61.0000-0.0000 11 No Ice 0.0000 0.52
Face) 1/2"Ice 0.0000 2.03
tnxTower Report-version 6.1.4.1
• • July 21, 2014
107.5 Ft Monopole Tower Structura/Analysis CCI BU No 843211
� Project Number 37514-0903.002.7805,Application 224520, Revision 7 Page 9
Description Face Allow Component Placement Total C,nAa Weight
or Shield Type Number
Le�_ ft ft�fft plf
- 1"Ice 0.0000 4.16
2"Ice 0.0000 10.24
4"Ice 0.0000 29.74
MLE Hybrid C No CaAa(Out Of 61.0000-0.0000 1 No ice 0.0000 0.68
3Powed6Fiber RL 2(1 Face) 1/2"Ice 0.0000 1.75
��q��� 1"Ice 0.0000 3.43
2"Ice 0.0000 8.62
4"Ice 0.0000 26.34
Feed Line/Linear Appurtenances Section Areas
Tower Tower Face AR AF C,v4A CaAn Weight
Sectio Elevation In Face Out Face
n ft ft� ft� ft� K
L1 107.5000- A 0.000 0.000 0.000 0.000 0.00
71.7500 B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.50
L2 71.7500-35.5000 A 0.000 0.000 0.000 0.000 0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 6.656 0.93
L3 35.5000-0.0000 A 0.000 0.000 0.000 0.000 0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 9.265 0.99
Feed Line/LinearA purtenances Section Areas - With Ice
Tower Tower Face Ice AR AF C,aAn CAAa Weight
Sectio Elevation or Thickness In Face Out Face
n ft Leg in ft� ft� ft� K
L1 107.5000- A 0.845 0.000 0.000 0.000 0.000 0.00
71.7500 B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.50
L2 71.7500-35.5000 A 0.795 0.000 0.000 0.000 0.000 0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 15.276 2.09
L3 35.5000-0.0000 A 0.750 0.000 0.000 0.000 0.000 0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 20.552 2.48
Feed Line Center of Pressure
Section Elevation CPx CPZ CPX CPZ
Ice Ice
ft in in in in
L1 107.5000-71.7500 0.0000 0.0000 0.0000 0.0000
L2 71.7500-35.5000 -0.2292 0.1323 -0.4647 0.2683
L3 35.5000-0.0000 -0.3129 0.1806 -0.6124 0.3536
Discrete Tower Loads
tnxTower Report-version 6.1.4.1
� � July 21, 2014
107.5 Ft Monopole Tower Structura!Analysis CCI BU No 843211
� Project Number 37514-0903.002.7805,Application 224520, Revision 7 Page 10
Description Face Offset Offsets: Azimuth Placement CAAa C,aAn Weight
or Type Horz Adjustmen Front Side
Leg Lateral t
Vert
ft ft ft2 ftZ K
ft °
ft
Beacon C From Leg 0.0000 0.00 108.0000 No Ice 3.6000 3.6000 0.10
0.00 1/2" 4.0000 4.0000 0.15
2.00 Ice 4.4000 4.4000 0.20
1"Ice 5.2000 5.2000 0.30
� 2"Ice 6.8000 6.8000 0.50
4"Ice
3/4"x 8 ft lightning rod C From Leg 0.0000 0.00 108.0000 No ice 0.6000 0.6000 0.01
0.00 1/2" 1.4146 1.4146 0.02
4.00 Ice 2.2458 2.2458 0.03
1"Ice 3.6690 3.6690 0.07
2"Ice 5.7417 5.7417 0.21
4"Ice
(2)980H90T2A-M w/ A From Leg 4.0000 0.00 108.0000 No Ice 3.9875 3.6194 0.03
Mount Pipe 0.00 1/2" 4.4495 4.4808 0.07
0.00 Ice 4.8971 5.2186 0.11
1"Ice 5.8192 6.7442 0.21
2"Ice 7.9825 9.9954 0.55
4"Ice
(2)980H90T2A-M w/ B From Leg 4.0000 0.00 108.0000 No Ice 3.9875 3.6194 0.03
Mount Pipe 0.00 1/2" 4.4495 4.4808 0.07
0.00 Ice 4.8971 5.2186 0.11
1"Ice 5.8192 6.7442 0.21
2"Ice 7.9825 9.9954 0.55
4"Ice
(2)980H90T2A-M w/ C From Leg 4.0000 0.00 108.0000 No Ice 3.9875 3.6194 0.03
Mount Pipe 0.00 1/2" 4.4495 4.4808 0.07
0.00 Ice 4.8971 5.2186 0.11
1"Ice 5.8192 6.7442 0.21
2"Ice 7.9825 9.9954 0.55
4"Ice
T-Arm Mount[TA 602-3] C None 0.00 108.0000 No Ice 11.5900 11.5900 0.77
1/2" 15.4400 15.4400 0.99
Ice 19.2900 19.2900 1.21
1"Ice 26.9900 26.9900 1.64
2"Ice 42.3900 42.3900 2.50
4"Ice
(2)6'x 2.375"Pipe Mount A From Leg 4.0000 0.00 108.0000 No Ice 1.4250 1.4250 0.02
0.00 1/2" 1.9250 1.9250 0.03
0.00 Ice 2.2939 2.2939 0.05
1"Ice 3.0596 3.0596 0.09
2"Ice 4.7022 4.7022 0.23
4"Ice
(2)6'x 2.375"Pipe Mount B From Leg 4.0000 0.00 108.0000 No Ice 1.4250 1.4250 0.02
0.00 1/2" 1.9250 1.9250 0.03
0.00 Ice 2.2939 2.2939 0.05
1"Ice 3.0596 3.0596 0.09
2"Ice 4.7022 4.7022 0.23
4"Ice
(2)6'x 2.375"Pipe Mount C From Leg 4.0000 0.00 108.0000 No Ice 1.4250 1.4250 0.02
0.00 1/2" 1.9250 1.9250 0.03
0.00 Ice 2.2939 2.2939 0.05
1"Ice 3.0596 3.0596 0.09
2"Ice 4.7022 4.7022 0.23
4"Ice
RRH2X40-07-L A From Leg 4.0000 0.00 98.0000 No Ice 1.9946 1.8201 0.05
0.00 1/2" 2.1929 2.0124 0.07
1.00 Ice 2.3999 2.2133 0.09
1"Ice 2.8397 2.6411 0.14
2"Ice 3.8231 3.6003 0.28
4"Ice
RRH2X40-07-L B From Leg 4.0000 0.00 98.0000 No Ice 1.9946 1.8201 0.05
0.00 1/2" 2.1929 2.0124 0.07
1.00 Ice 2.3999 2.2133 0.09
tnxTower Report-version 6.1.4.1
• • Ju/y 21, 2014
. 107.5 Ft Monopole Tower Structural Analysis CCI BU No 843211
Project Number 37514-0903.002.7805, Application 224520, Revision 7 Page 11
Description Face Otfset Offsets: Azimuth Placement CAAA C,nAa Weight
or Type Horz Adjustmen Front Side
Leg Latera/ t
Vert
ft ft ft2 ft2 K
ft °
ft
1"Ice 2.8397 2.6411 0.14
2"Ice 3.8231 3.6003 0.28
4"Ice
RRH2X40-07-L C From Leg 4.0000 0.00 98;0000 No Ice 1.9946 1.8201 0.05
0.00 1/2" 2.1929 2.0124 0.07
1.00 Ice 2.3999 2.2133 0.09
1"Ice 2.8397 2.6411 0.14
2"Ice 3.8231 3.6003 0.28
4"Ice
CBC819-DF-9-DCB A From Leg 4.0000 0.00 98.0000 No ice 0.5209 0.1402 0.00
0.00 1/2" 0.6201 0.2047 0.01
1.00 Ice 0.7280 0.2779 0.01
1"Ice 0.9696 0.4502 0.03
2"Ice 1.5566 0.8984 0.08
4"Ice
CBC819-DF-9-DCB B From Leg 4.0000 0.00 98.0000 No Ice 0.5209 0.1402 0.00
0.00 1/2" 0.6201 0.2047 0.01
1.00 Ice 0.7280 0.2779 0.01
1"Ice 0.9696 0.4502 0.03
2"Ice 1.5566 0.8984 0.08
4"Ice
CBC819-DF-9-DCB C From Leg 4.0000 0.00 98.0000 No Ice 0.5209 0.1402 0.00
0.00 1/2" 0.6201 0.2047 0.01
1.00 Ice 0.7280 0.2779 0.01
1"ice 0.9696 0.4502 0.03
2"Ice 1.5566 0.8984 0.08
4"Ice
DBXNH-6565A-A2M w/ A From Leg 4.0000 0.00 98.0000 No Ice 6.3065 4.9527 0.06
Mount Pipe 0.00 1/2" 6.8643 5.8187 0.11
1.00 Ice 7.3925 6.5766 0.17
1"Ice 8.4828 8.1460 0.31
2"Ice 10.7997 11.4996 0.71
4"Ice
DBXNH-6565A-A2M w/ B From Leg 4.0000 0.00 98.0000 No Ice 6.3065 4.9527 0.06
Mount Pipe 0.00 1/2" 6.8643 5.8187 0.11
1.00 Ice 7.3925 6.5766 0.17
1"Ice 8.4828 8.1460 0.31
2"Ice 10.7997 11.4996 0.71
4"Ice
DBXNH-6565A-A2M w/ C From Leg 4.0000 0.00 98.0000 No Ice 6.3065 4.9527 0.06
Mount Pipe 0.00 1/2" 6.8643 5.8187 0.11
1.00 Ice 7.3925 6.5766 0.17
1"Ice 8.4828 8.1460 0.31
2"Ice 10.7997 11.4996 0.71
4"Ice
E15Z01P03 A From Leg 4.0000 0.00 98.0000 No Ice 1.0599 0.4455 0.02
0.00 1/2" 1.2114 0.5710 0.02
1.00 Ice 1.3715 0.7052 0.03
1"Ice 1.7176 0.9994 0.05
2"Ice 2.5135 1.6916 0.13
4"Ice
E15Z01P03 B From Leg 4.0000 0.00 98.0000 No Ice 1.0599 0.4455 0.02
0.00 1/2" 1.2114 0.5710 0.02
1.00 Ice 1.3715 0.7052 0.03
1"Ice 1.7176 0.9994 0.05
2"Ice 2.5135 1.6916 0.13
4"Ice
E15Z01 P03 C From Leg 4.0000 0.00 98.0000 No Ice 1.0599 0.4455 0.02
0.00 1/2" 1.2114 0.5710 0.02
1.00 Ice 1.3715 0.7052 0.03
1"Ice 1.7176 0.9994 0.05
2"Ice 2.5135 1.6916 0.13
4"Ice
(2)800 10121 w/Mount A From Leg 4.0000 0.00 98.0000 No Ice 6.0334 4.9479 0.07
Pipe 0.00 1/2" 6.7136 6.0222 0.12
tnxTower Report-version 6.1.4.1
• • July 21, 2014
107.5 Ft Monopole Tower Structural Analysis CCI BU No 843211
� Project Number 37514-0903.002.7805, Application 224520, Revision 7 Page 12
Description Face Offset Offsets: Azimuth Placement CaAa C,N4A Weight
or Type Horz Adjustmen Front Side
Leg Latera/ t
Vert
ft ft ft� ft� K
ft °
ft
1.00 Ice 7.2991 6.8104 0.18
1"Ice 8.4999 8.4586 0.32
2"Ice 11.0444 12.1015 0.73
4"Ice
(2)800 10121 w/Mount B From Leg 4.0000 0.00 98.0000 Nolce 6.0334 4.9479 0.07
Pipe 0.00 1/2" 6.7136 6.0222 0.12
1.00 Ice 7.2991 6.8104 0.18
1"ice 8.4999 8.4586 0.32
2"Ice 11.0444 12.1015 0.73
4"Ice
(2)800 10121 w/Mount C From Leg 4.0000 0.00 98.0000 Nolce 6.0334 4.9479 0.07
Pipe 0.00 1/2" 6.7136 6.0222 0.12
1.00 Ice 7.2991 6.8104 0.18
1"Ice 8.4999 8.4586 0.32
2"Ice 11.0444 12.1015 0.73
4"Ice
MNPF1990 A From Leg 4.0000 0.00 98.0000 No ice 1.2250 0.3403 0.02
0.00 1/2" 1.3784 0.4515 0.02
3.00 Ice 1.5404 0.5715 0.03
1"Ice 1.8904 0.8372 0.06
2"Ice 2.6941 1.4724 0.13
4"Ice
MNPF1990 B From Leg 4.0000 0.00 98.0000 No Ice 1.2250 0.3403 0.02
0.00 1/2" 1.3784 0.4515 0.02
1.00 Ice 1.5404 0.5715 0.03
1"Ice 1.8904 0.8372 0.06
2"Ice 2.6941 1.4724 0.13
4"Ice
MNPF1990 C From Leg 4.0000 0.00 98.0000 No Ice 1.2250 0.3403 0.02
0.00 1/2" 1.3784 0.4515 0.02
1.00 Ice 1.5404 0.5715 0.03
1"Ice 1.8904 0.8372 0.06
2"Ice 2.6941 1.4724 0.13
4"Ice
DC6-48-60-18-8F A From Leg 4.0000 0.00 98.0000 No Ice 2.5667 2.5667 OA2
0.00 1/2" 2.7978 2.7978 0.04
3.00 Ice 3.0377 3.0377 0.07
1"Ice 3.5432 3.5432 0.13
2"Ice 4.6580 4.6580 0.30
4"Ice
Platform Mount[LP 1201- C None 0.00 98.0000 No Ice 23.1000 23.1000 2.10
�� 1/2" 26.8000 26.8000 2.50
Ice 30.5000 30.5000 2.90
1"Ice 37.9000 37.9000 3.70
2"Ice 52.7000 52.7000 5.30
4"Ice
6'x 2.375"Pipe Mount A From Leg 4.0000 0.00 98.0000 No Ice 1.4250 1.4250 0.02
0.00 1/2" 1.9250 1.9250 0.03
0.00 Ice 2.2939 2.2939 0.05
1"Ice 3.0596 3.0596 0.09
2"Ice 4.7022 4.7022 0.23
4"Ice
6'x 2.375"Pipe Mount B From Leg 4.0000 0.00 98.0000 No Ice 1.4250 1.4250 0.02
0.00 1/2" 1.9250 1.9250 0.03
0.00 Ice 2.2939 2.2939 0.05
1"Ice 3.0596 3.0596 0.09
2"Ice 4.7022 4.7022 0.23
4"Ice
6'x 2.375"Pipe Mount C From Leg 4.0000 0.00 98.0000 No Ice 1.4250 1.4250 0.02
0.00 1/2" 1.9250 1.9250 0.03
0.00 Ice 2.2939 2.2939 0.05
1"Ice 3.0596 3.0596 0.09
2"Ice 4.7022 4.7022 0.23
4"Ice
tnxTower Report-version 6.1.4.1
• • Ju/y 21, 2014
107.5 Ff Monopole Tower Structural Analysis CCI BU No 843211
' Projecf Number 37514-0903.002.7805,Application 224520, Revision 7 Page 13
Description Face Offset Offsets: Azimuth Placement C,aAA C,aAa Weight
or Type Horz Adjustmen Front Side
Leg Lateral t
Vert
ft ft ft2 ftZ K
ft °
ft
BXA-171090-8CF-EDIN-X A From Leg 4.0000 0.00 78.0000 No Ice 3.1574 3.3303 0.03
w/Mount Pipe 0.00 1/2" 3.5312 3.9423 0.06
1.00 Ice 3.9415 4.5633 0.10
1"Ice 4.8273 5.8553 0.19
' 2"Ice 6.7342 8.8407 0.48
4"Ice
(3)BXA-70080-4CF-2 w/ A From Leg 4.0000 0.00 78.0000 No Ice 3.9319 3.9704 0.03
Mount Pipe 0.00 1/2" 4.3567 4.5783 0.07
1.00 Ice 4.7917 5.2220 0.11
1"Ice 5.6933 6.6122 0.22
2"Ice 7.6334 9.6607 0.54
4"Ice
(2)FD9R6004/1 C-3L A From Leg 4.0000 0.00 78.0000 No Ice 0.3665 0.0846 0.00
0.00 1/2" 0.4506 0.1362 0.00
1.00 Ice 0.5433 0.1965 0.01
1"Ice 0.7546 0.3430 0.02
2"ice 1.2808 0.7396 0.06
4"Ice
(2)FDL85002/1C-3L A From Leg 4.0000 0.00 78.0000 No Ice 0.4013 0.3010 0.01
0.00 1/2" 0.4925 0.3844 0.01
1.00 Ice 0.5923 0.4764 0.02
1"Ice 0.8179 0.6864 0.03
2"Ice 1.3727 1.2101 0.08
4"Ice
BXA-171090-8CF-EDIN-X B From Leg 4.0000 0.00 78.0000 No Ice 3.1574 3.3303 0.03
wJ Mount Pipe 0.00 1/2" 3.5312 3.9423 0.06
1.00 Ice 3.9415 4.5633 0.10
1"Ice 4.8273 5.8553 0.19
2"Ice 6.7342 8.8407 0.48
4"Ice
(3)BXA-70080-4CF-2 w/ B From Leg 4.0000 0.00 78.0000 No Ice 3.9319 3.9704 0.03
Mount Pipe 0.00 1!2" 4.3567 4.5783 0.07
1.00 Ice 4.7917 5.2220 0.11
1"Ice 5.6933 6.6122 0.22
2"Ice 7.6334 9.6607 0.54
4"Ice
(2)FD9R6004/1C-3L B From Leg 4.0000 0.00 78.0000 No Ice 0.3665 0.0846 0.00
0.00 1/2" 0.4506 0.1362 0.00
1.00 Ice 0.5433 0.1965 0.01
1"Ice 0.7546 0.3430 0.02
2"Ice 1.2808 0.7396 0.06
4"Ice
(2)FDL85002/1C-3L B From Leg 4.0000 0.00 78.0000 No Ice 0.4013 0.3010 0.01
0.00 1/2" 0.4925 0.3844 0.01
1.00 Ice 0.5923 0.4764 0.02
1"Ice 0.8179 0.6864 0.03
2"ice 1.3727 1.2101 0.08
4"Ice
BXA-171090-8CF-EDIN-X C From Leg 4.0000 0.00 78.0000 No Ice 3.1574 3.3303 0.03
w/Mount Pipe 0.00 1/2" 3.5312 3.9423 0.06
1.00 Ice 3.9415 4.5633 0.10
1"Ice 4.8273 5.8553 0.19
2"Ice 6.7342 8.8407 0.48
4"Ice
(3)BXA-70080-4CF-2 w/ C From Leg 4.0000 0.00 78.0000 No Ice 3.9319 3.9704 0.03
Mount Pipe 0.00 1/2" 4.3567 4.5783 0.07
1.00 Ice 4.7917 5.2220 0.11
1"Ice 5.6933 6.6122 0.22
2"Ice 7.6334 9.6607 0.54
4"Ice
(2)FD9R6004/1C-3L C From Leg 4.0000 0.00 78.0000 No Ice 0.3665 0.0846 0.00
0.00 1/2" 0.4506 0.1362 0.00
1.00 Ice 0.5433 0.1965 0.01
1"Ice 0.7546 0.3430 0.02
2"Ice 1.2808 0.7396 0.06
tnxTower Report-version 6.1.4.1
• � July 21, 2014
, 107.5 Ft Monopole Tower Structural Analysis CCI BU No 843211
Projecf Number 37514-0903.002.7805,Application 224520, Revision 7 Page 14
Description Face Offset Offsets: Azimuth Placement CAAA C,,Aa Weight
or Type Horz Adjustmen Front Side
Leg Lateral t
Vert
ft ft ft2 ft2 K
ft °
ft
4"Ice
(2)FDL85002/1C-3L C From Leg 4.0000 0.00 78.0000 No Ice 0.4013 0.3010 0.01
0.00 1/2" 0.4925 0.3844 0.01
1.00 ice 0.5923 0.4764 0.02
' 1"Ice 0.8179 0.6864 0.03
2"Ice 1.3727 1.2101 0.08
4"Ice
Platform Mount[LP 1201- C None 0.00 78.0000 No Ice 23.1000 23.1000 2.10
1] 1/2" 26.8000 26.8000 2.50
Ice 30.5000 30.5000 2.90
1"Ice 37.9000 37.9000 3.70
2"Ice 52.7000 52.7000 5.30
4"Ice
AIR 21 w/Mount Pipe A From Leg 4.0000 0.00 61.0000 No Ice 6.7708 5.7014 0.11
0.00 1/2" 7.2920 6.5516 0.17
1.00 Ice 7.8074 7.3292 0.23
1"Ice 8.8691 8.9381 0.38
2"Ice 11.1158 12.3708 0.81
4"Ice
AIR 21 w/Mount Pipe B From Leg 4.0000 0.00 61.0000 No Ice 6.7708 5.7014 0.11
0.00 1/2" 7.2920 6.5516 0.17
1.00 Ice 7.8074 7.3292 0.23
1"Ice 8.8691 8.9381 0.38
2"Ice 11.1158 12.3708 0.81
4"Ice
AIR 21 w/Mount Pipe C From Leg 4.0000 0.00 61.0000 No Ice 6.7708 5.7014 0.11
0.00 1/2" 7.2920 6.5516 0.17
1.00 Ice 7.8074 7.3292 0.23
1"Ice 8.8691 8.9381 0.38
2"Ice 11.1158 12.3708 0.81
4"Ice
S20057A1 A From Leg 4.0000 0.00 61.0000 Nolce 0.8213 0.3850 0.01
0.00 1/2" 0.9527 0.4943 0.02
1.00 Ice 1.0927 0.6123 0.02
1"Ice 1.3986 0.8741 0.04
2"Ice 2.1142 1.5015 0.11
4"Ice
S20057A1 B From Leg 4.0000 0.00 61.0000 Nolce 0.8213 0.3850 0.01
0.00 1/2" 0.9527 0.4943 0.02
1.00 Ice 1.0927 0.6123 0.02
1"Ice 1.3986 0.8741 0.04
2"Ice 2.1142 1.5015 0.11
4"Ice
S20057A1 C From Leg 4.0000 0.00 61.0000 No Ice 0.8213 0.3850 0.01
0.00 1/2" 0.9527 0.4943 0.02
1.00 Ice 1.0927 0.6123 0.02
1"Ice 1.3986 0.8741 0.04
2"Ice 2.1142 1.5015 0.11
4"Ice
T-Arm Mount[TA 702-3] C None 0.00 61.0000 No Ice 5.6400 5.6400 0.34
1/2" 6.5500 6.5500 0.43
Ice 7.4600 7.4600 0.52
1"Ice 9.2800 9.2800 0.70
2"Ice 12.9200 12.9200 1.06
4"Ice
Dishes
tnxTower Report-version 6.1.4.1
• �
July 21, 2014
, 907.5 Ft Monopole Tower Structura/Ana/ysrs CCI BU No 843211
Project Number 37514-0903.002.7805,Application 224520, Revision 7 Page 15
Description Face Dish Offset Offsets: Azimuth 3 d8 Elevation Outside Aperture Weight
or Type Type Norz Adjustment Beam Diameter Area
Leg Latera/ Width
Vert
ft ' ° ft ft ft� K
SP2-5.2 A Paraboloid w/o From 4.0000 0.00 98.0000 2.0000 No Ice 3.1420 0.02
Radome Leg 0.00 1/2"Ice 3.4090 0.04
3.00 1"Ice 3.6760 0.06
2"Ice 4.2110 0.09
4"Ice 5.2800 0.16
Tower Pressures - No Ice
GH= �.sso
Section z KZ qz A� F AF AR A,�g Leg CaAA CAAA
Elevation a % In Out
� Face Face
ft ft sf ft� e ft� ftZ ft2 ft� ft�
L1 107.5000- 89.2450 1.329 24.53 80.029 A 0.000 80.029 80.029 100.00 0.000 0.000
71.7500 B 0.000 80.029 100.00 0.000 0.000
C 0.000 80.029 100.00 0.000 0.000
L2 71.7500- 53.5223 1.148 21.12 97.244 A 0.000 97.244 97.244 100.00 0.000 0.000
35.5000 B 0.000 97.244 100.00 0.000 0.000
C 0.000 97.244 100.00 0.000 6.656
L3 35.5000- 17.3007 1 18.50 110.75 A 0.000 110.751 110.751 100.00 0.000 0.000
0.0000 1 B 0.000 110.751 100.00 0.000 0.000
C 0.000 110.751 100.00 0.000 9.265
Tower Pressure - With Ice
GH= �.sso
Section z KZ q� tz A� F AF AR A,� Leg CqAq C,,AA
Elevation a % In Out
� Face Face
ft ft psf in ft� e ft� ft� ft� ft� {�
L1107.5000- 89.2450 1.329 4.80 0.8451 85.065 A 0.000 85.065 85.065 100.00 0.000 0.000
71.7500 B 0.000 85.065 100.00 0.000 0.000
C 0.000 85.065 100.00 0.000 0.000
L2 71.7500- 53.5223 1.148 4.13 0.7948 102.350 A 0.000 102.350 102.350 100.00 0.000 0.000
35.5000 B 0.000 102.350 100.00 0.000 0.000
C 0.000 102.350 100.00 0.000 15.276
L3 35.5000- 17.3007 1 3.62 0.7500 115.454 A 0.000 115.454 115.454 100.00 0.000 0.000
0.0000 B 0.000 115.454 100.00 0.000 0.000
C 0.000 115.454 100.00 0.000 20.552
Tower Pressure - Service
GH= �.sso '
Section z KZ q� A� F AF AR A�e9 Leg CAAA C,aAA
Elevation a % In Out
� Face Face
ft ft psf ft� e ft� ft� ft� ft� {�
L1 107.5000- 89.2450 1.329 8.49 80.029 A 0.000 80.029 80.029 100.00 0.000 0.000
71.7500 B 0.000 80.029 100.00 0.000 0.000
C 0.000 80.029 100.00 0.000 0.000
L2 71.7500- 53.5223 1.148 7.31 97.244 A 0.000 97.244 97.244 100.00 0.000 0.000
35.5000 B 0.000 97.244 100.00 0.000 0.000
C 0.000 97.244 100.00 0.000 6.656
L3 35.5000- 17.3007 1 6.40 110.75 A 0.000 110.751 110.751 100.00 0.000 0.000
0.0000 1 B 0.000 110.751 100.00 0.000 0.000
tnxTower Report-version 6.1.4.1
• � Jul 21 2014
Y
� 107.5 Ft Monopole Tower Structural Ana/ysis CCI BU No 843211
Project Number 37514-0903.002.7805,Application 224520, Revision 7 Page 16
Section z KZ q= A� F AF AR A,� Leg CAAA CnAA
Elevation a % In Out
� Face Face
ft ft sf ft� e ft� ft� ft� {�
C 0.000 110.751 100.00 0.000 9.265
Load Combinations
Comb. Description
No. .
1 Dead Only
2 Dead+Wind 0 deg-No Ice
3 Dead+Wind 30 deg-No Ice
4 Dead+Wind 60 deg-No Ice
5 Dead+Wind 90 deg-No Ice
6 Dead+W�nd 120 deg-No Ice
7 Dead+Wind 150 deg-No Ice
8 Dead+Wind 180 deg-No Ice
9 Dead+Wind 210 deg-No Ice
10 Dead+Wind 240 deg-No Ice
11 Dead+Wind 270 deg-No Ice
12 Dead+Wind 300 deg-No Ice
13 Dead+Wind 330 deg-No Ice
14 Dead+Ice+Temp
15 Dead+Wind 0 deg+Ice+Temp
16 Dead+Wind 30 deg+Ice+Temp
17 Dead+Wind 60 deg+Ice+Temp
18 Dead+Wind 90 deg+Ice+Temp
19 Dead+Wind 120 deg+Ice+Temp
20 Dead+Wind 150 deg+Ice+Temp
21 Dead+Wind 180 deg+Ice+Temp
22 Dead+Wind 210 deg+Ice+Temp
23 Dead+Wind 240 deg+Ice+Temp
24 Dead+Wind 270 deg+Ice+Temp
25 Dead+Wind 300 deg+Ice+Temp
26 Dead+Wind 330 deg+Ice+Temp
27 Dead+Wind 0 deg-Service
28 Dead+Wind 30 deg-Service
29 Dead+Wind 60 deg-Service
30 Dead+Wind 90 deg-Service
31 Dead+Wind 120 deg-Service
32 Dead+Wind 150 deg-Service
33 Dead+Wind 180 deg-Service
34 Dead+Wind 210 deg-Service
35 Dead+Wind 240 deg-Service
36 Dead+Wind 270 deg-Service
37 Dead+Wind 300 deg-Service
38 Dead+Wind 330 de -Service
Maximum Member Forces
Sectio Elevation Component Condition Gov. Force MajorAxis MinorAxis
n � TYpe Load Moment Moment
No. Comb. K kip-ft kip-ft
L1 107.5- Pole Max Tension 1 0.00 0.00 0.00
71.75
Max.Compression 14 -14.51 0.21 0.47
Max.Mx 11 -8.64 207.03 0.17
Max. My 8 -8.62 0.10 -211.15
Max.Vy 11 -11.28 207.03 0.17
Max.Vx 8 11.45 0.10 -211.15
Max.Torque 4 0.83
L2 71.75-35.5 Pole Max Tension 1 0.00 0.00 0.00
Max.Compression 14 -22.07 1.65 -0.35
Max. Mx 11 -13.62 671.55 0.13
Max. My 8 -13.61 0.30 -681.62
Max.Vy 11 -14.62 671.55 0.13
Max.Vx 8 14.79 0.30 -681.62
Max.Torque 4 0.83
tnxTower Report-version 6.1.4.1
• • July 21, 2014
. 107.5 Ft Monopole Tower Structura/Analysis CCI BU No 843211
Project Number 37514-0903.002.7805,Application 224520, Revision 7 Page 17
Sectio Elevation Component Condition Gov. Force Major Auis Minor Axis
n ft Type Load Moment Moment
No. Comb. K kip-ft kip-ft
L3 35.5-0 Pole Max Tension 1 0.00 0.00 0.00
Max.Compression 14 -31.75 4.18 -1.82
Max. Mx 11 -20.53 1306.06 -0.02
Max. My 8 -20.53 0.69 -1322.63
Max.Vy 11 -17.07 1306.06 -0.02
Max.Vx 8 17.24 0.69 -1322.63
Max.Torque 4 0.83
Maximum Reactions
Location Condition Gov. Vertical Horizontal,X Horizontal,Z
Load K K K
Comb.
Pole Max.Vert 14 31.75 -0.00 0.00
Max. Hx 11 20.54 17.06 0.00
Max. HZ 2 20.54 0.00 17.15
Max.MX 2 1315.28 0.00 17.15
Max.MZ 5 1304.68 -17.06 0.00
Max.Torsion 4 0.83 -14.79 8.57
Min.Vert 8 20.54 0.00 -17.22
Min. Hx 5 20.54 -17.06 0.00
Min.H= 8 20.54 0.00 -17.22
Min.Mx 8 -1322.63 0.00 -17.22
Min.MZ 11 -1306.06 17.06 0.00
Min.Torsion 11 -0.66 17.06 0.00
Tower Mast Reaction Summa
Load Vertical Shearx ShearZ Overtuming Overturning Torque
Combination Moment,Mx Moment,MZ
K K K kip-ft kip-ft kip-ft
Dead Only 20.54 -0.00 0.00 0.19 0.67 0.00
Dead+Wind 0 deg-No Ice 20.54 -0.00 -17.15 -1315.28 0.69 -0.28
Dead+Wind 30 deg-No Ice 20.54 8.56 -14.84 -1137.17 -655.13 -0.73
Dead+Wind 60 deg-No Ice 20.54 14.79 -8.57 -656.61 -1132.13 -0.83
Dead+Wind 90 deg-No Ice 20.54 17.06 -0.00 0.02 -1304.68 -0.66
Dead+Wind 120 deg-No Ice 20.54 14.77 8.73 673.77 -1129.09 -0.34
Dead+Wind 150 deg-No Ice 20.54 8.50 14.94 1148.54 -649.18 0.08
Dead+Wind 180 deg-No ice 20.54 -0.00 17.22 1322.63 0.69 0.28
Dead+Wind 210 deg-No Ice 20.54 -8.50 14.94 1148.54 650.56 0.41
Dead+Wind 240 deg-No ice 20.54 -14.77 8.73 673.77 1130.47 0.62
Dead+Wind 270 deg-No ice 20.54 -17.06 -0.00 0.02 1306.06 0.66
Dead+Wind 300 deg-No ice 20.54 -14.79 -8.57 -656.61 1133.51 0.55
Dead+Wind 330 deg-No Ice 20.54 -8.56 -14.84 -1137.17 656.51 0.25
Dead+Ice+Temp 31.75 0.00 -0.00 1.82 4.18 -0.00
Dead+Wind 0 31.75 0.00 -4.11 -323.30 4.30 -0.10
deg+Ice+Temp
Dead+Wind 30 31.75 2.05 -3.55 -279.32 -157.84 -0.19
deg+Ice+Temp
Dead+Wind 60 31.75 3.54 -2.05 -160.52 -275.83 -0.19
deg+Ice+Temp
Dead+Wind 90 31.75 4.09 -0.00 1.82 -318.54 -0.13
deg+Ice+Temp
Dead+Wind 120 31.75 3.54 2.09 168.06 -275.14 -0.04
deg+Ice+Temp
Dead+Wind 150 31.75 2.04 3.58 285.55 -156.48 0.06
deg+Ice+Temp
Dead+Wind 180 31.75 0.00 4.12 328.61 4.30 0.10
deg+Ice+Temp
Dead+Wind 210 31.75 -2.04 3.58 285.55 165.09 0.11
deg+Ice+Temp
Dead+Wind 240 31.75 -3.54 2.09 168.06 283.75 0.14
deg+Ice+Temp
Dead+Wind 270 31.75 -4.09 -0.00 1.82 327.15 0.13
tnxTower Report-version 6.1.4.1
• • Jul 21 2014
Y
907.5 Ft Monopo/e Tower Structural Analysis CCI BU No 843211
Project Number 37514-0903.002.7805,Application 224520, Revision 7 Page 18
Load Vertical ShearX ShearZ Overtuming Overtuming Torque
Combination Moment,Mx Moment, MZ
K K K kip-ft kip-ft kip-ft
deg+Ice+Temp '
Dead+Wind 300 31.75 -3.54 -2.05 -160.52 284.44 0.09
deg+Ice+Temp
Dead+Wind 330 31.75 -2.05 -3.55 -279.32 166.45 0.01
deg+Ice+Temp
Dead+Wind 0 deg-Service 20.54 0.00 -5.94 -455.26 0.69 -0.10
Dead+Wind 30 deg-Service 20.54 2.96 -5.13 -393.56 -226.35 -0.25
Dead+Wind 60 deg-Service 20.54 5.12 -2.96 -227.19 -391.48 -0.29
Dead+Wind 90 deg-Service 20.54 5.90 -0.00 ' 0.13 -451.25 -0.23
Dead+Wind 120 deg- 20.54 5.11 3.02 233.38 -390.43 -0.12
Service
Dead+Wind 150 deg- 20.54 2.94 5.17 397.74 -224.29 0.03
Service
Dead+Wind 180 deg- 20.54 0.00 5.96 458.05 0.69 0.10
Service
Dead+Wind 210 deg- 20.54 -2.94 5.17 397.74 225.67 0.14
Service
Dead+Wind 240 deg- 20.54 -5.11 3.02 233.38 391.82 0.22
Service
Dead+Wind 270 deg- 20.54 -5.90 -0.00 0.13 452.64 0.23
Service
Dead+Wind 300 deg- 20.54 -5.12 -2.96 -227.19 392.86 0.19
Service
Dead+Wind 330 deg- 20.54 -2.96 -5.13 -393.56 227.73 0.09
Service
Solution Summary
Sum of Applied Forces Sum of Reactions
Load PX PY PZ PX PY PZ %Error
Comb. K K K K K K
1 0.00 -20.54 0.00 0.00 20.54 0.00 0.000%
2 0.00 -20.54 -17.15 0.00 20.54 17.15 0.005%
3 8.56 -20.54 -14.84 -8.56 20.54 14.84 0.000%
4 14.79 -20.54 -8.57 -14.79 20.54 8.57 0.000%
5 17.06 -20.54 -0.00 -17.06 20.54 0.00 0.005%
6 14.77 -20.54 8.73 -14.77 20.54 -8.73 0.000%
7 8.50 -20.54 14.94 -8.50 20.54 -14.94 0.000%
8 0.00 -20.54 17.22 0.00 20.54 -17.22 0.005%
9 -8.50 -20.54 14.94 8.50 20.54 -14.94 0.000%
10 -14.77 -20.54 8.73 14.77 20.54 -8.73 0.000%
11 -17.06 -20.54 -0.00 17.06 20.54 0.00 0.005%
12 -14.79 -20.54 -8.57 14.79 20.54 8.57 0.000%
13 -8.56 -20.54 -14.84 8.56 20.54 14.84 0.000%
14 0.00 -31.75 0.00 -0.00 31.75 0.00 0.002%
15 0.00 -31.75 -4.11 -0.00 31.75 4.11 0.002%
16 2.05 -31.75 -3.55 -2.05 31.75 3.55 0.001%
17 3.54 -31.75 -2.05 -3.54 31.75 2.05 0.001%
18 4.09 -31.75 -0.00 -4.09 31.75 0.00 0.002%
19 3.54 -31.75 2.09 -3.54 31.75 -2.09 0.001%
20 2.04 -31.75 3.58 -2.04 31.75 -3.58 0.001%
21 0.00 -31.75 4.12 -0.00 31.75 -4.12 0.002%
22 -2.04 -31.75 3.58 2.04 31.75 -3.58 0.001%
23 -3.54 -31.75 2.09 3.54 31.75 -2.09 0.001%
24 -4.09 -31.75 -0.00 4.09 31.75 0.00 0.002%
25 -3.54 -31.75 -2.05 3.54 31.75 2.05 0.001%
26 -2.05 -31.75 -3.55 2.05 31.75 3.55 0.001%
27 0.00 -20.54 -5.94 -0.00 20.54 5.94 0.002%
28 2.96 -20.54 -5.13 -2.96 20.54 5.13 0.002%
29 5.12 -20.54 -2.96 -5.12 20.54 2.96 0.002%
30 5.90 -20.54 -0.00 -5.90 20.54 0.00 0.002%
3t 5.11 -20.54 3.02 -5.11 20.54 -3.02 0.002%
32 2.94 -20.54 5.17 -2.94 20.54 -5.17 0.002%
33 0.00 -20.54 5.96 -0.00 20.54 -5.96 0.002%
34 -2.94 -20.54 5.17 2.94 20.54 -5.17 0.002%
35 -5.11 -20.54 3.02 5.11 20.54 -3.02 0.002%
36 -5.90 -20.54 -0.00 5.90 20.54 0.00 0.002%
tnxTower Report-version 6.1.4.1
• • July 21, 2014
107.5 Ft Monopole Tower Structural Ana/ysis CCI BU No 843211
� Project Number 375140903.002.7805,Application 224520, Revision 7 Page 19
Sum of Applied Foroes Sum of Reactions
Load PX PY PZ PX PY PZ %Error
Comb. K K K K K K
37 -5.12 -20.54 -2.96 5.12 20.54 2.96 0.002%
38 -2.96 -20.54 -5.13 2.96 20.54 5.13 0.002%
Maximum Tower Deflections - Service Wind
Section Elevation Horz. Gov. Tilt Twist
No. Deflection Load •
ft in Comb. • °
L1 107.5-71.75 16.72 33 1.20 0.00
L2 75.5-35.5 8.99 33 1.05 0.00
L3 40-0 2.64 33 0.59 0.00
Critical Deflections and Radius of Curvature - Service Wind
Elevation Appurtenance Gov. Deflection Tilt Twist Radius of
Load Curvature
ft Com6. in " ° ft
108.0000 Beacon 33 16.72 1.20 0.00 44468
101.0000 SP2-5.2 33 15.10 1.18 0.00 34206
98.0000 RRH2X40-07-L 33 14.35 1.17 0.00 23404
78.0000 BXA-171090-8CF-EDIN-X w! 33 9.55 1.07 0.00 7530
Mount Pipe
61.0000 AIR 21 wr Mount Pipe 33 5.97 0.89 0.00 4473
Maximum Tower Deflections - Design Wind
Section Elevation Horz. Gov. Tilt Twist
No. Deflection Load
ft in Comb. ° '
L1 107.5-71.75 48.28 8 3.46 0.01
L2 75.5-35.5 25.95 8 3.04 0.00
L3 40-0 7.64 8 1.71 0.00
Critical Deflections and Radius of Curvature - Desi n Wind
Elevation Appurtenance Gov. Deflection Tilt Twist Radius of
Load Curvature
ft Comb. in ° ° ft
108.0000 Beacon 8 48.28 3.46 � 0.01 15480
101.0000 SP2-5.2 8 43.58 3.42 0.01 11908
98.0000 RRH2X40-07-L 8 41.42 3.39 0.01 8147
78.0000 BXA-171090-8CF-EDIN-X w/ 8 27.58 3.10 0.01 2619
Mount Pipe
61.0000 AIR 21 w/Mount Pipe 8 17.23 2.58 0.00 1554
Com ression Checks
Pole Desi n Data
Section Elevation Size L L� KUr Fa A Actual Allow. Ratio
No. P Pe P
ft ft ft ksi in2 K K Pe
L1 107.5-71.75 TP29.726x24x0.2188 35.7500 0.0000 0.0 36.00 20.0748 -8.62 722.69 0.012
(1)
L2 71.75-35.5 TP35.094x28.6878x0.25 40.0000 0.0000 0.0 36.00 27.0768 -13.61 974.77 0.014
tnxTower Report-version 6.1.4.1
• • July 21, 2014
107.5 Ft Monopole Tower Structural Analysis CCI BU No 843211
� Project Number 37514-0903.002.7805,Application 224520, Revision 7 Page 20
Section Elevation Size L L„ KI/r Fe A Actua/ Allow. Ratio
NO. P Pa P
ft ft ft ksi in2 K K pe
�2)
L3 35.5-0(3) TP40.28x33.8733x0.3125 40.0000 0.0000 0.0 39.00 39.6428 -20.53 1546.07 0.013
Pole Bendin Desi n Data
Section Elevation Size Actua/ Actual Allow. Ratio Actual Actual Allow. Ratio
No. Mx fbx Fbx fbx My fby Fpy f6y
� kip-ft ksi ksi FaX kip-ft ksi ksi Fb
L1 107.5-71.75 TP29.726x24x0.2188 211.15 17.69 36.00 0.491 0.00 0.00 36.00 0.000
(1)
L2 71.75-35.5 TP35.094x28.6878x0.25 681.62 35.86 36.00 0.996 0.00 0.00 36.00 0.000
�2)
L3 35.5-0(3) TP40.28x33.8733x0.3125 1322.6 40.59 39.00 1.041 0.00 0.00 39.00 0.000
3
Pole Shear Desi n Data
Section Elevation Size Actual Actual Allow. Ratio Actual Actua/ Allow. Ratio
No. V f„ F� f� T f,� F,� f,�
ft K ksi ksi F� kip-ft ksi ksi FH
L1 107.5-71.75 TP29.726x24x0.2188 11.45 0.57 24.00 0.048 0.17 0.01 24.00 0.000
(1)
L2 71.75-35.5 TP35.094x28.6878x0.25 14.79 0.55 24.00 0.046 0.21 0.01 24.00 0.000
�2)
L3 35.5-0(3) TP40.28x33.8733x0.3125 17.24 0.43 26.00 0.033 0.28 0.00 26.00 0:000
Pole lnteraction Desi n Data
Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria
No. P fbx fb,, f� f,� Stress Stress
ft Pe Fnx Fb� F� FK Ratio Ratio
L1 107.5-71.75 0.012 0.491 0.000 0.048 0.000 0.504 1.333 H� 3+��
(�) �,*
L2 71.75-35.5 0.014 0.996 0.000 0.046 0.000 1.010 1.333 H� 3+� �J'
(z) �
L3 35.5-0(3) 0.013 1.041 0.000 0.033 0.000 1.054 1.333 H� 3+��'
�
Section Capacity Table
Section Elevation Component Size Critical P SF'Pe,bw % Pass
No. ft TYpe E/ement K K Capacity Fai!
L1 107.5-71.75 Pole TP29.726x24x0.2188 1 -8.62 963.35 37.8 Pass
L2 71.75-35.5 Pole TP35.094x28.6878x0.25 2 -13.61 1299.36 75.8 Pass
L3 35.5-0 Pole TP40.28x33.8733x0.3125 3 -20.53 2060.91 79.1 Pass
Summary
Pole(L3) 79.1 Pass
RATING= 79.1 Pass
tnxTower Report-version 6.1.4.1
• • July 21, 2094
107.5 Ft Monopo/e Tower Structural Analysis CCI BU No 843211
Project Number 37514-0903.002.7805, Application 224520, Revision 7 Page 21
tnxTower Report-version 6.1.4.1
• • July 21, 2014
107.5 Ft Monopole Tower Structura!Analysis CCI BU No 843211
� Project Number 375140903.002.7805,Application 224520, Revision 7 Page 22
APPENDIX B
BASE LEVEL DRAWING
(W STaLLE D)
(PROPOSED) (1) 3/8" TO 78 FT �EVEL
�1) 1 1/4" TO 61 FT LEVEL � (12) 7/8'� TO 78 FT LEVEL
INSTALLED) (VERIZON WIRELESS)
(4) 3/8" TO 61 FT LEVEL , (INSTALLED)
(1) 1/2" TO 61 PT LEVE� (6) 1-t/4" TO 108 FT LEVEL
(12) 1-5/8" TO 61 FT LEVEL
�•••�
.�� / ••
// \
/ -- \
/ � ' � �
� // \� �
/ � � � (INSTALLED-IN 2-1/2" CONDUITJ
� � � � (�) 5/8" TO 98 FT LEVEL
I I (W STALLEO)
I I �y Q� � (2) 3/4" TO 98 FT LEVEL
(12) 1-5/8" TO 98 FT LEVEL
I , 03 Q2
� � �
� � � �
� � � �
� � � �
� \— __ � /
i •
� /
/•� ��
��
(iNSTALLED)
(7j 1/2" LIGHTING CABLE CLIMBING PEGS W/
SAFEN CLIMB
tnxTower Report-version 6.1.4.1
• • July 21, 2014
. 107.5 Ft Monopole Tower Structural Ana/ysis CC!BU No 843211
Project Number 37514-0903.002.7805,Application 224520, Revision 7 Page 23
APPENDIX C
ADDITIONAL CALCULATIONS
tnxTower Report-version 6.1.4.1
. •
� DESIGNED APPURTENANCE LOADING
�o�s I TYPE ELEVATION TYPE ELEVATION
Beacon 108 PlaHortn Mount[LP 7201-1j 98
3/4"x 8 tt lightning rod 108 6'x 2.375"Pipe Mount 98
(2)980H90T2A-M w/Mount Pipe 108 6'x 2.375"Pipe Mount 98
(2)980H90TZA-M w/Mount Pipe 108 6'x 2.375"Pipe Mount 98
I ` I (2)980H90T2A-M w/Mount Pipe 108 SP2-5.2 98
T-fvm Mount�TA 602-3] 108 (3)BXA-70080-4CF-2 w/Mount Pipe 78
(2)6'x 2.375"Pipe Mount 108 (2)FD9R6004l7G3L 78
(2)6'x 2.375"Pipe Mount 108 (2)FDL85002I1G3L 78
(2)6'x 2.375"Pipe Mount 108 BXA-171090.8CF-EDIN-X w/Mount 78
RRH2X40.07-L 98 P��
� - RRH2X40.07-L g8 (3)BXAJ0080.4CF-2 wl Mount Pipe 78
� m o $ � 2 FD9R6004I1G3L 78
u� m � w �n � RRH2X40.07-L 98 �)
� o m N N `� CBC819-DF-9-DCB 98 (2)FDL85002/1G3L 78
CBC879-DF-9-DCB g8 �+-»>�0.8CF-EDIN-Xw/Mount 78
CBC819-DF-9-DCB 98 P��
DBXNH-6565A-A2M wl Mount Pipe 98 (3)BXA-70080.4CF-2 wl Mount Pipe 78
DBXNH-6565A-A2M wl Mount Pipe 98 (Z)FD9R6004/1C-31 78
I I DBXNH-6565A-A2M wl Mount Pipe 98 �2)FDL85002I7G3L 78
E15ZO1P03 98 P�aHorrr Maunt[LP 1201•1] 78
E15Z01P03 gg BXA•171090-BCF-EDIN•XwlMount 78
Pipa
E15Z07P03 98
(2)800 10121 w!Mount Pipe gg AIR 21 wl Mount Pipe 67
(2)800 10121 wl Mount Pipe gg AIR 21 w/Mount Pipe 61
71.8 ft 520057A1 81
(2)B00 tOt27 wl Mount Pipe 98 520057A1 61
MNPF1990 � S20D57A1 61
MNPF1990 98 T-ArtnMount[fA702-3] 61
MNPF1990 98
DC6-48-60.1&8F 9e AIR 21 w/Mount Pipe 61
MATERIAL STRENGTH
GRADE F Fu GRADE Fy Fu
A607-60 60 ksi 'S ksi A607�65 65 ksi BO ksi
o �
0
� o � � � � l//l TOWER DESIGN NOTES
� OD N � � � O M � �
� o N m Q 1. Tovrer is located ir�Suffolk County,New York:
2. �ower designed for a 85 mph basic wind in accordance with the T1A/EIA-222-F
� Standard.
3. Tower is also designed for a 38 mph basic wind with 0.75 in ice.Ice is considered to
increase in thickness with height.
I4. Deflections are based upon a 50 mph wind.
i 5. TOWER RATING:79.1%
I
35.5 ft
AXIAL
g 32 K
S
p m � m N o � SHEAR � MOMENT
� � M e a � 4 K � 330 kip-ft
I TORQUE 0 kip-ft
I 38 mph WIND-0.7500 in ICE
AXIAL
21K
SHEAF� MOMENT
17 K �� 1323 kip-R
o.o n
� o TORQUE 1 kip-ft
a t REACTIONS-85 Iilph WIND
�
� o � c _ Y
y� J �- C
� t W y� � � N �
Ti � E U '`�ly � � O OI
N >'y
fn J Z f f7 � 0 � >
Paul J Ford and Company °b 107'MP;Mattituck;Mattituck,NY
250 E. Broad Street Suite 600 Project:p,/F#37514-0903(BU#843211)
COIUfT1k7US, OH 43215 Client: CCI °�wn by:Nick Parente,E.I. p'PPd
Phone:614.221.6679 code: TIA/EIA-222-F oate:07/21/14 S`a1e NTS
FAX:614.448.4105 Pa�h' �'9 N0 E-�
• •
Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G
Assumptions: 1)Rod groups at corners. Total#rods divisible by 4. Maximum total#of rods=48(12 per Corner).
2)Rod Spacing=Straight Center-to-Center distance between any(2)adjacent rods(same corner)
3)Clear space between bottom of levelin nut and top of concrete not exceedin (1)`(Rod Diameter)
Site Data Base Reactions
BU#: TIA Revision: F
Site Name: Unfactored Moment, M: 1323 ft-kips
A #: Un#actored Axial, P: 21 kips
Anchor Rod Data Unfactored Shear,V: 17 ki s
Qty: 12 '
Diam: 2.25 in Anchor Rod Results
Rod Material: A615-J TIA F--> Maximum Rod Tension 110.8 Kips
Yield, Fy: 75 ksi Allowable Tension: 195.0 Kips
Strength, Fu: 100 ksi Anchor Rod Stress Ratio: 56.9% Pass
Bolt Circle: 47 in
Anchor Spacing: 6 Ift
Plate Data Base Plate Results Flexural Check PL Ref. Data
W=Side: 46 in Base Plate Stress: 37.1 ksi Yield Line(in):
Thick: 2.5 in Allowable PL Bending Stress: 55.0 ksi 24.77
Grade: 55 ksi Base Plate Stress Ratio: 67.5% Pass Max PL Length:
Cli Distance: 6 in 24.77
N/A-Unstiffened
Stiffener Data Weldin�at both sides) Stiffener Results
Configuration: Unstiffened Horizontal Weld : N/A
Weld Type: *" Vertical Weld: N/A
Groove Depth: in"` Plate FIex+Shear,fb/Fb+(fv/Fv)^2: N/A
Groove Angle: degrees Plate Tension+Shear,ft/Ft+(fv/Fv)^2: N/A
Fillet H.Weld: <__Disregard Plate Comp. (AISC Bracket): N/A
Fillet V.Weld: in Pole Results
Width: in Pole Punchin Shear Check: N/A
Height: in Max PL Length
Thick: in 7�e�e Line
Notch: in � A^°h°'� st 5�
ot corner= t= BASE PL
QtY�q THICKNE55
Grade: ksi
Weld str.: ksi -�-- �A"`"°' TYP
� STIGFENED CONFtGURAT10N
Q ASSUMED IN TOOL
Pole Data �`� � � B�
Diam: 40.28 in � • 0` �
Thick: 0.3125 in ��`��' t � �nP�� c�ea� Space
Grade: 65 ksi A � � / °` e.c '°� S�nole
Anchor Cose
#of Sides: 18 °o��IF Round �So �'
�'s,p� Pole w/
DIAM = D
Anchor Spacing Same As
Sl�ffener Spacing,
Except for S�anle Comer
Anchor (Input Cleo� SOoce)
Stress Increase Factar
ASD ASIF: 1.333
'*Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes
CClplate 1.5-Square Base F-G 1.2, Effective March 19, 2012 Analysis date: 7/21/2014
PAUL ). FORD AND�MPANY �obNumber: 37514-0903.002.7805 • Page: 1
5 T R U C T U R A L E N G I N E E R S Site Number: 843211 BY: NZP
, 250 East Brnad Street . s���r,00 • Cnlumbus,Ohio 43.153708 Site Name: Mattituck Date: 7/21l2014
DRILLED PIER SOIL AND STEEL ANALYSIS -TIA/EIA-222-F
Urtfactored Base Reactions from RISA Safefv Factors/Load Factors/�Factors
Com ..+ Tension - Tower Type= Mono le DP
Moment,M= 1323A ;.�'�'."-'" ` k-ft ACI Code= ACI 318-02
Shear,V= 17.0�"�»� �" "`�'' kips Seismic Design Category= D
Axial Load,P= 21 A �r� -�"`' 4` '`' kips Reference Standard= TIA/EIA-222-F
Use 1.3 Load Factor? Yes
OTM= 1331.5� �"�'0.0 k-ft�Ground Load Factor= 1.30
Drilled Pier Parameters Safet/Factor m Factor
Diameter= 6 ft Soil Lateral Resistance= 2.00�� ,� ��"�075
Height Above Grade= 0.5 ft Skin Friction= 2.00�� ��0:75
Depth Below Grade= 21 ft � End Bearing= 2.00+��� '�.;0.75
fc'= 3 ksi Concrete Wt.Resist Uplift= 1.25 y�-��`-� ""�" "
ec= 0.003 in/in
Load Combinations Checked per T/A/EIA-222-F
Mat Ftdn.Cap Width= ft 1.Ult.Skin Friction/2.00+Ult.End Bearing/2.00
Mat Ftdn.Cap Length= ft +Effective Soil Wt.-Buoyant Conc.Wt.z Comp.
Depth Below Grade= ft 2.Ult.Skin Friction/2.00+Buoyant Conc.Wt./1.25 Z Uplift
3.Ult.Skin Friction/1.50+Buoyant Conc.Wt./1.50 2 Uplift
Steel Parameters Soil Paramefers
Number of Bars= 16 Water Table Depth= 23.00 ft
Rebar Size= #11 Depth to Ignore Soil= 4.17 ft
Rebar Fy= 60 ksi Depth to Full Cohesion= 0 ft
Rebar MOE= 29000 ksi Full Cohesion Starts at? Ground
Tie Size= #5 Above Full Cohesion Lateral Resistance=4(Cohesion)(Dia)(H)
Side Clear Cover to Ties= 4 in Below Full Cohesion Late21 Resistance=8(Cohesion)(Dia)(H)
Direct Embed Pole Shaft Parameters Maximum Capacitv Ratios
Dia @ Grade= in Maximum Soil Ratio= 110.0°k
Dia @ Depth Below Grade= in Maximum Steel Ratio= 105.0%
Number of Sides=
Thickness= �n
Fy= ksi
Backfill Condition=
Defne Soil Layers
Note:Cohesion=Undrained Shear Stren h=UnconBned Com 2ssive St2n th/2
Friction Ultimate Comp.Ult. Tension Ult.
Thickness Unit Weight Cohesion Angle End Bearing Skin Friction Skin Friction Depth
La er ft cf sf de rees Soil T e sf sf sf ft
1 15 100 28 Sand 15
2 20 100 30 Sand 12000 35
3
4
5
6
7
8
9
10
11
12
Soil Results: Overturnin
Depth to COR= 15.66 ft,from Grade Shear,V= 17.00 kips
Bending Moment,M= 1597.73 k-ft,from COR Resisting Shear,Va= 21.89 kips
Resisting Moment,Ma= 2057.49 k-ft,from COR
MOMENT RATIO= 77.7% OK SHEAR RATIO= 77.7°/a OK
Soil Resulfs: Uplift Soil Results: Compression
Uplift,T= 0.00 kips Compression,C= 21.00 kips
Allowable Uplift Cap.,Ta= 72.95 kips Allowable Comp.Cap.,Ca= 137.84 kips
UPLIFT RATIO= 0.0% OK COMPRESSION RATIO= 15.2% OK
Steel Results ACI 318-02 :
Minimum Steel Area= 13.57 sq in Axial Load,P= a6.45 kips @ 5.50 ft Below Grade
Actual Steel Area= 24.96 sq in Moment,M= 1417.06 k-ft @ 5.50 ft Below Grade
Allowable Moment,Ma= 2592.74 k-ft
Allowable Min Axial,Pa= -1036.80 kips,Where Ma=0 k-ft MOMENT RATIO= 54.7% �K
Allowable Max Axial,Pa= 4726.51 kips,Where Ma=0 k-ft
v4.0-Effective:10-18-13 (d Copyright 2013 by Paul J.Ford and Company,all rights reserved.
• �
Moment Capacity of Drilled Concrete Shaft (Caisson) for TIA Rev F or G
Note: Shaft assumed to have ties, not spiral,transverse reinforcing
Site Data Maximum Shaft Superimposed Forces
BU#: 843219 TIA Revision: F
Site Name: Mattituck Max. Service Shaft M: 1417.06 ft-kips(*Note)
App#: Max. Service Shaft P: 46.45 kips
Max Axial Force Type: Com .
'` Note: Max Shaft Superimposed Moment does not necessarily
Enter Load Factors Below: equal to the shaft top reaction moment
For M (WL) 1.3 <----Enter Factor
For P(DL) 1.3 <----Enter Factor Load Factor Shaft Factored Loads
1.30 Mu: 1842.178 ft-kips
Pier Properties 1.30 Pu: 60.385 kips
Concrete:
Pier Diameter= - 6,0_ •` ft Material Properties
_• v .:
Concrete Area = 4071.5 in2 Concrete Comp. strength,fc= �;�,3t� "",�; psi
Reinforcement yield strength, Fy ,_; ��#i�� ksi
Reinforcement: Reinforcing Modulus of Elasticity, E �LL' 29000 _�.��`" ksi
Clear Cover to Tie= 4.00 in Reinforcement yield stram 0.00207
Horiz. Tie Bar Size= � � Limiting compressive strain ,=� C?:�0�����;
Vert. Cage Diameter= 5.11 ft ACI 318 Code
Vert. Cage Diameter= 61.34 in Select Analysis ACI Code= 2002= �
Vertical Bar Size= 1'9 '-; Seismic Properties
Bar Diameter= 1.41 in Seismic Design Category= � D`
Bar Area = 1.56 in2 Seismic Risk= Hi h
Number of Bars= 16
As Total= 24.96 in2 SOIVe <--Press Upon Completing All Input
A s/Aconc, Rho: 0.0061 0.61% (Run)
ACI 10.5 , ACI 21.10.4, and IBC 1810. Results:
Min As for Flexural, Tension Controlled. Shafts: Governing Orientation Case: 2
(3)"(Sqrt(fc)/Fy: 0.0027 E E
200/ Fy: 0.0033
Mu � Mu � �
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Case 1 Case 2
Dist. From Edge to Neutral Axis: 12.61 in
Extreme Steel Strain, et: 0.0127
Minimum Rho Check: st> 0.0050, Tension Controlled
Actual Req'd Min. Rho: 0.33% Flexural Reduction Factor,cp: 0.900
Provided Rho: 0.61% OK
Ref. Shaft Max Axial Caqacities �Max(Pn or Tn):
Max Pu = (cp=0.65) Pn. Output Note: Negative Pu=Tension
Pn per ACI 318 (10-2) 6144.47 kips For Axial Compression, cp Pn = Pu: 60.38 kips
at Mu=(�=0.65)Mn= 3164.92 ft-kips Drilled Shaft Moment Capacity, cpMn: 3370.57 ft-kips
Drilled Shaft Superimposed Mu: 1842.18 ft-kips
Max Tu, (cp=0.9) Tn = 1347.84 kips
at Mu=�=(0.90)Mn= 0.00 ft-kips (Mu/cpMn, Drilled Shaft Flexure CSR: 54.7%
Drilled_Shaft_Moment_Capacity, DSMC, Version 1.1 - Effective 04/01/2010 Analysis Date: 7/21/2014
Yendor No. Chack No. � ,
Town of Svuthold, New Yvrk- Payment Voucher 3373
, ' Entered by
V�ndoz Nazne Vondor Address
CITYSCAPE CONSULTANTS,INC. 7050 W Palmetto Paric Rd#15-652 Audat Date
Vendor Telephone Nwml�r Boca Raton, FL 33433
561-558-28D8 '
Town Clerk
cn ar tt.• t
Kay Miles�954)609-9797 direct
]nvoia imroiCe lnroice Nd •A�rchesa C)rder '
� Number Dste Totai Diacouat Amount Claimod Nwnt� Da tiai oiCioods or Scrvices Ckneral Led er Fund and Ac�oam Ttumber
3137 12/15/2014 $4000.00 n/a $4,000.00 27569 � �r� t !/, �,. O
, Consulting Services re: � ���
ireless App ica n or '
� T-Mobile NE at Baxter
415 Elijah's Lane,Mattituck : �� ,/�� �
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Payet Gtrtiflcaticsn Department Certaification f
Ttx undersigrxd{�lei�}(Acting on behalf of the above n�clslmat►� I hereby certify that the materials abovc cpxiEed havo beert roceived by ma
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does harcby ecrtiijr d�ei the hmq�ing ctaim is tnx and c�rrect,thzk rx�pact has ia eondthon widwut substitukiom the servicas '
., 8� , ro cr!
P p Y
ban paid,except a�there�n stated,tluK the halance thaeia stexd i�aictuall tme
Y d and thst the uentitios thorwf hnve n ' e w'
. 1� p ba r� d ith the exc taru
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dt�e and owing,enA fhnt tiuces frprn whieh the Tow�is e�npt are axcluded. c+r diacrepencies no(ed,and payment ix ap�rrovcd.
sign _,_ ' e Business Manager g.;��� -- i
Company Name CITY��APE ` ,�1 ��"
Titl¢ tc`�'j��"`"'i'
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,� � � INVOICE
Ct7NSULTANTS, INc. DATE INVOICE#
7050 W. Palmetto Park Rd#15-652 12/15/2014 3137 �
Boca Raton, FL 33433
Tel: (877)438-2851 Fax: (877) 220-4593
BILL TO
Town of Southold
Heather Lanza, AICP, Planning Dir
P.O. Box 1179
Southold, NY 11971
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Project Ref/PO: �
TMO LI13158C 415 Elijah Ln
�-------
` Description Rate Amount
Site Application Review and Analysis: TMO LI-13-158C Mattituck 4,000.00 4,000.00
�Monopole
Site Application submitted by T-Mobile Wireless;to modify/upgrade
�equipment on existing stru�ture located at 415 Elijah's Lane
�Review completed 12-12-2014
��SCTM: 1000-108-4-11.3
PURCHASE ORDER#27569
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Total $a,000.00 �
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� DEC 2 9 2��14
Southoftl'fown�
Planning Board
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Purchsse�rcJer #� 2 7 5 6� Tax Exempt # A 163554
, Dete �i�`��4.���� ACcouni � ���. �. � +� �
Deliver and send bitFing to: Vendor-� .,�� / � �
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Address �";� ��'�- �� f,� '��C+�,�'���"�G�'����`� 1�'��;
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VENDOR
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**Retum this eopy and Town af SoutF�old vaucher itemized and sign�d for p�yme�►t#"
ITEM QUA�1tTITY DESGRIPTIQN = U�1iT t;��" TUTAI
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THIS PURCHASE ORDER iS NOT VALID WITHOUT THE SiGNATURES OF THE DEPT.HEAD AND tHE SUPfRVi'sUR
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I CERTIFY THAT THERE AR� " �. "
SUFFfGIENT FUFVCIS AVAIWBLE . ,� �_
lN TH; PPROPRIATION CHARCED �
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Dept. Head , �,
i CERTIFY THIS TO BE A JUST ;. � . _
AND YRUE PURCHASE ORDER '
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TERMS At�tD C(?Nt?�T18NS
1. The TOWIN OF SOUTHOL� is not respansible for rnaterials,supplies o�r equipm�nt delivered
.; or services �aerfa��med without ai�thority of written order. Quar�tit�e�specified are mot ta be : -
exceeded.
2. No change,s may be made in this order without written authority of the supervisor.', '
3. lnspectiori of deli�ery will be made�t d,elivery point u�less otherwise specified. Materpals must
be properly���ckaged: Damaged rna�eriat will not b�accepted. In�lude itemized packing;lists�with
all shipmsnt;a, [?elivery indoors is xequired un{ess otherwisespeei�ed.All prices quotecl;rnust in=
clude shipp'rr�g,handling,packing and crating charges and be�O.B.delivered, unless other terrns'
are agreed tc>.
4. Substitutions of specified items wiil not be acceptable.`The T�wn �f Southold res�rves the
right to rejec,t a�td return at shippers expense, materials delivered:�nrhich do not confio�m to de- `
scription of ite`rn ordered.
5. If order cE�nnot be filled in whole or in �art in,tirne specified, notify the town immediately. In
case of delay�in deiivery,or in case of any`defaui�of the vendor,the town:may pra�ure t�e gt�ods
or services i�rorn ather sources and hold the vendor responsible for any EXCESS �QST, EX-
PENSE OR C►AMAGES occasioned thereby. ' `
' � �
',
6. Upon acc,eptance of this��rde�the venc�or agrees to compfy with all Federal, Stat� or locat-
laws relative�thereto: ,
a.The vendor shall defen� actions or ��air;is brought and ht�ld the Town of Sou�hotd, its
agents an�:i its employees ha�mless from loss,suits,costs,.rights,patent or patent rigt�ts of any
invention ar any vther�cause. "
b.The ver�dor represents and warrants that the unit prices char�ed fierein are nofi higher than
any app{i+cabl� legal maximum prices permitted,and are not in excess af thQ�e�urrer�tly ,;
cMarged to,pther governmental,institutiona�t�r.Commerciat users for simi#ar items, q�uantities
and delivE.ries.
c. lnsofar as appiicab�e,the Vendor shall camply with �ecfiions 220, 22Q-a,.?�il-�, 22�-c,'
220-d, 221)-e��►d 222 of the Lab�r Law of the State of New York relating to maxirr►um work-
ing hours and minimum wages of�mplo�ees�nd�rohibiting discrirninati+�n�n acc0ur4�t of race,
sex,color,,creed or national origin in hiring empioyees witltin the Stat�;of New York�involved
in the mai�u#acture o#materials,equipment, or supplies specified in this order, `
.
d. The ve�ndor shall'compiy with Sections 103a and 1Q3b of the General Municipal Law
pertaininc�to disqu�lificat'rons of contractar for failure to waive immunity befare Grand Jury.
7. INVOICES RENDERED"ON ENCLOSED CLAIM FORM MUST �E ITEMIZED �lN DETAIL.
Ctaims for p��rtial detiveries are not allowed unless indicated. Claims in question will'constitute a ;
; conditian prec�eci�rit to the right b�th�'vendor or receiue any p�yment and matCers af dispute
must be adj��s#ed before final acceptance by the Town of$outho(d. '
. ,
8. Billing shall allow#or exemption from taxes under Federal Excise Tax Exemption Gerti#ieate
- Na A-163554 held bythe Town of Southald. : � . -
' 9. Cash disc:ount terms must be indicated on claim voucher;discounfi period will be c�omputed
from date oi�acceptance of delivery or receipt of a correct claim voucher,whichever i� later. ;
10. The provisions of the New York State Fair Trade Law (Fe�d-Crawf�r�1 Act) and th� Federal
Price Discrirnination Law (Robinson-Patman Act)do not apply ta purchases made by the Town
of Southold„
11. All P.O./C:laims must be audited and approved by the Town Boat�d qrior to actual piayment.
�
• � MAILING ADDRESS:
PLANNING BOARD MEMBERS �pF SO!/r�, P.O. Box 1179
DONALD J.WILCENSKI �Q� ��� Southold,NY 11971
Chair � � OFFICE LOCATION:
WILLIAM J.CREMERS � Q Town Hall Annex
PIERCE R.AFFERTY � � �p 54375 State Route 25
JAMES H.RICH III D�y � (cor.Main Rd. &Youngs Ave.)
MARTIN H.SIDOR CQU��� Southold, NY
Telephone: 631 765-1938
www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
November 20, 2014
Mr. Richard L. Edwards
d/b/a CityScape Consultants, Inc.
7050 Palmetto Park Road
Boca Raton, FL 33433
Re: Consulting Services for T-Mobile @ 415 Elijah's Lane (Baxter)
415 Elijah's Lane Mattituck, NY 11952
SCTM#1000-108-4-11.3 Zoning District: Limited Business— LB
Dear Mr. Edwards:
The Planning Board has authorized your scope of services in connection with the
above. This letter will authorize you to proceed with the consulting work as outlined in
the Agreement.
Enclosed is the approved Purchase Order#27569; $4,000.00, with amount not to be
exceeded. Any work beyond this amount must be authorized in writing prior to being
started. Also enclosed for your convenience is a Southold Town Voucher Form for your
use with each invoice submitted to this department.
If you have any questions, please contact me directly at 631R65-1938 befinreen 8:00
a.m. and 4:00 p.m.
Sincerely,
�ric��u�w�
Brian Cummings
�
Planner
Encls.
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MAILING ADDRESS:
P�DONALD OAR,D M S�BERS �O���F S�V�'yOl P.O. Box 1179
O Southold, NY 11971
Chair � �
OFFICE LOCATION:
WILLIAM J.CREMERS c� �r Town Hall Annex
PIERCE RAFFERTY � � �OQ 54375 State Route 25
JAMES H.RICH III 0�', � (cor.Main Rd. &Youngs Ave.)
MAR,TIN H.SIDOR CQU(�,� Southold, NY
Telephone: 631 765-1938
www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Accounting
From: Plannin Department �/�
9
Date: October 23, 2014
Re: Checks
The attached check is for a Consultant Escrow Fee for the T-Mobile at Baxter
review listed below. Please deposit into B691 Deferred Revenue Account.
Thank you.
Applicant/Project Name & Tax Map Amount Check Date/No.
T e #
Wireless: T-Mobile at Baxter—
up-grades& modifications to $4,000.00 10/20/14-#2962645
existing telecommunications Consultant T-Mobile USA, Inc.
facility 1000-108-4- Escrow
11.3 Fee
ck �
atts.
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PREPARm FOR:
T-Mobile Northeast, LLC GENERAL NOTES ABBREVIATIONS
T-Mobile Northeast, LLC
�. nie coNrracrae swu�wvE�w.r+anc�.s�coMr�r wm��u uws� ORDIN�NCES. RULES. �c� neave crv�oE �
�ouuno►is e� w�u�oRoots oF Nrr PueuC�umaRm, MUNICIPAL h UfiLRY COAIPANY 3500 SUNRISE HWY.
SPECIFlGTIONS, d�IOCAL 3 STATE JURISpI�TpN�L COpES BFARING ON THE PERFORIAANCE OF g�5 BASE 7RAHSCENER STATION � SUfTE D-203
7HE WORK.7NE WORK PERFORUED ON TME PRO�CT 3 TNE WUERNLS tNSTALLED SWLLL BE eu
L I 13 15 8 - C � ���������oes, RfCUlAT10NS,Jo ORDIW�NCES. �E� IX�rn� g ��, o o� GREAT RNER, NY 11739
2. THE ARCHRECf/ENqNEER FIAVE ANDE EVERY EFFORf TO SET FORTH IN llff CONSTRUCTION � (p� pRpppSEp � tB O W yx�3 H
CONfRl1CT DOCUUENTS TXE COMPIEIE SCOPE OF WORK. THE CONTRACTOR&DDING 7HE JOB y p� �16:`� PREPARED 9Y:
IS NflIERTHElE55 CAUIpNED THAT YINOR OWSSWMS OR ERROR$IN THE DRAWMIGS k OR y�N, MINIMUM G' � C-�� �
SPECIFlCATpNS$IW.L NpT IXCUSE SND COMRACTOR FROb CWAPLE7ING TME PROJECT& �. �
M ATT I T U C K M 0 N 0 P 0 L E �MPRWEMENfS IN/�Cf`ARp1NCE WITH THE MRDif OF TX6E DOCUMEMS. y�7�, MAXIMUM g������ �EBI Consulting
r nmenis i en. neerlo9;due dili ence
3. THE COMRACTOR OR BIDDER SFNLL BFJ�R THE RESPONSIBILI7Y OF NO71FYIt� (Ml WRRING)hlE N.T.S. NOT TO SCAIf �$�� a°�m 21 B S6'8Bt�BUrlingt0�,MA 01803 �
PRO,lECT OWNER'S REPRESEHfATNE OF,WY CpNfLICI'S. ERRORS.OR OUISSIONS PRIOR TO � m._L TBI;.(781)273-2500�Fax:(781)27�3311
) 7HE SUBMISSION OF CON�WICTORS PROPOSAL OR PERFORMANCE OF WORIC. IN THE EVENf OF REF ���E c
415 E L I J A H S LA N E ��'�����R SW1LL P�CE TrIE MORE COSTLY OR IXTENSNE WORK, ���W�� N y�,y,e�nsuldng.com
UNtESS DIRECTED IN WRRIlKii OTNERWISE. RF RADp FREQUENCY �
M A T T I T U C K, N Y 1 1 9 5 2 4� �_ ���N�T��EE W OI R K%R O J ElA�BO�k ALL T.B.D. TO 8E DEIERMINED ������ o c T � � z o;��
DESCRIBED HEREIN. 7.B.R. T O � R E S O L V E D W� ,��a c
5. 7HE CONTRACfOR SNN.L VISff TF1E JOB SrtE PRIOR 10 THE SUBNISSION OF B�5 OR T�• �� � �� �o
PERi0R1A11�&',WORK TO FAAIIWiRIZE HINSEI.F WffH THE FlELD CONDIT�NS Ac TO VERIFY THAT � ���� � ���
THE PROJECf CAN BE CON57RUC7ED IN ACCORDANCE WRH TNE CONIItACT DOCUMENTS. REQ REQUIRED
SHEET INDEX EQUIPAAENT CROUND RINC � ��2 �.� �� p f N���•, y�►
8. TiE CONfRACfOR SWLLL 08TAIN AUINORIIATION FROIA THE PHWECT OWNER'S REPRESENTA7NE E� �S� Xt�•-£ �� z�j N N I�. O
TO PROCEED WRH CONSiRUC110N PPoOR TO 5fAKIING WORK ON ANY REY NOT CI.EARLY A W G ANERIGIN WIRE 6WGE ���a �c�`o `. .��15�� ^w`K`�� �� ..
D E Fl N E D B Y T H E CONSTRUCTION D R A W N J G S CONTRAC'T D O C t N A E M S. � E �� !p�
N�STER GROUND 8US �,� '
SHEET DESCRiPTiON 7. THE WMRACTOR SlNLL NJSTALL ALL EQINPMEM k NA7ERW.S ACCORDING TO THE �e 'Q �' y� �i yi
IAANUFi�CTURER'S/VENDOR'S SPECFICATION5 UNLESS NOTED OTHERWISE OR WHERE LOCAL S �� �i � � a�V �! SCs
CODES OR ORdNANCES TAKE PRECEDENCE. EG EOUIPMEM GROUND �o . � c v t c� �. �r
T-1 TITLE SHEET au�CoaF+ea wutE �� � � �t ''°' � '�
B. THE CONTRACfOR SHALL PROVIDE A fULL SET OF CONSIRUCTION DOCUAIENTS AT T1iE Sfl'E BCW r N_O...a v � .
UPDATED WIiH THE LQESf REYISIOIS 3 ADDENDUTAS OR CURIFlGTIONS AVNlABLE FOR THE GENERATOR
A-1 COMPOUND PLAN & ELEVATION �����������TME��' � '"��`
9. TFiE CONTRAGTOR SFIALL SUPERVISE t DIRECT TNE PROJECT DESCRIBED HEREIN.THE �R INTERIOR CROUND RING(WLLO) � �`
A-2 EQUIPMENT DETAILS CONiRIICfOR SHALL BE SOLE�Y RESPONSIBLE FOR ALL CONSTRUCiION MEANS, ►�ETNODs. R� p�p�p g►,gE STATION {p
TECNNIQUES. SEOUENCES dc PROCEDURES k FOR COORDINATINC N1 PORTONS OF THE WORK t �r.
UNDER THE COMRACf. �O 4 7 e �
E-1 GROUNDING, ELECTRICAL DETAILS & NOTES 10.THE CANTRACTOR B RESPONSI&.E FOR PROVIpNG ALL NECESS�R1'CONSTRUCfpN CONTROI �
surev�rs. Esr�eusHiric s w�n+rnraNc ui ur�s :cw�oFs aeau��o To coNsmucr�u SYMBOLS AR�f,F.�!$�O
IMPROVEMEN►^AS SF10XM MEREIN. .-���-urn�/ ? .
E-2 COAX/FIBER PLUMBING DIAGRAM ti.THE COMRACfOR SHNl BE RESPONSIBLE fOR OBTNMNG ALL PERURS R INSPECfIONS WHICH r e'I �I�
IMY BE REWiRED FOR THE WORK BY THE ARCHIiECT/ENGINEER.T}�5GTE, C�1Ntt OR �% '�,
�
E-3 GROUNDING DETAILS �������' �-���-� oETN�e�Er�ce
12.THE CONTRACTOR SHALL W1KE NECESSARY PROVISIONS TO PROTECT IXI571NG NAPRONE11EM5, , , ENGINEER STAMP/SIGNATURE '
EASEMEHfS. PAYING. CtM&NC. EfC. DURING OONSTRUCTION. UPON COMPLETION OF WORK.THE '��.
COMRACTOR SWLLL REPAIR ANY DAMAGE TFNT WY HAVE OCCURRED DUE TO COrS7RUCTION -ELEV�. PROJECT COORDMATION k MMMGEAIEM:
ON OR ABOUT 71iE PROPERIY. . 350 SURFI,CE ELEVATIOti
1S.THE OONTRACTOR SW1LL KEEP 7HE GENERAL WORK AREA CLEAW #W1ZAR0 FREE WPoNG
IbNSlRUCTION B DtSPOSE OF ALL DIRT. DE�t15. RUBBISH 3 REMOVE EQUIPMEM NOT �
SPEpFlED AS REAWNWG ON THE PROPER7Y. PREMSES SFW1�LEFT IN CLEAN CONDITION �
T k FREE FROIA PNM 5POTS. DUST. OR SMUDCES OF ANY NAlURE. _;ECT ,y
VICINITY MAP (N.1.5., 14.TFIE CONfRACTOR SHALL COMPIY WRH ALL OSMA REQUIREMEM5 AS THEY APPLY TO 7H6 � cHT �i SECTION REFERENCE p ramid Network Services,j.j.0
PROJECF. ��� Y
•� � 15.THE CONTRACTOR SFiALL NOTFY T}fE PROJECT ONMER'S REPRESENTA7NE WHERE A WNFUCi
.. OCCURS ON ANY OF THE CONTRACf DOCUMENTS.TFiE CONTRACfOR IS NOT TO ORDER
AN7ERUL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CANFLICT UNiIL(�NFIJCT IS SEC',
�. .
�`; f"�� RESOLVED 6Y THE LESSEE/LICENSEE REPRESENTA7IVE. �.S+i #i ELEVA710N REFERENCE THIS DOCUMElR 5 THE DESIGN PROPEHIY
�y, .�Y � Q`�� _ k COPYRICrHT OF EBI CONSULTING. INC. #
� 16.THE CONfRNCTOR SFiALL VEMFY ALL qMEN510NS. ELEVATIONS. PROPER'tY UNES. ETC. ON THE
� � JOB. �� Cll M.AM(IXCDUPL�ATION OR USEEWfIHOUT
Y� .'�Y ,t�. G�..' IXPR6S WRfT7EN CONSENT OF 1HE ��
�';, ��' :f �' 17.ALL UNDERGROUND UIIUIY INFORIMTION WAS DETERWNED FROM SURFACE INvE511GATI0NS& -F- flBER CREATOR 5 SR2ICTLY PROF7IBRED.
"�` OCLSTNJG PLANS OF RECORD.THE C01lIRACfOR ShYLLL LOGTE ALL UNOERGROUND UIILRIES IN
ADDOCK WAX'� � � �' THE f1ELD PRIOR TO ANY SITE WORK.GLL TF1E FOLLOWING FDR ALL PRE-CONSTRUC7WN -T- TELCO
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4�'�� G� "��4 Qy..Z, ,c� ZR" PROJECT DESCRIPTION PROPERTY INFORMATION
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��6.�`PO ��s''° '�� _ '� T-MOB�LE NORTHEAST LLC PROPOSES THE MODIfICATION OF AN STRUCTURE 7YPE: MONOPOLE ����� 81140165
t+ '; ¢ �' �,c�� �_�: �=� a!� � UNMANNED WIRELESS BROADBAND FACILITY. (3) TOTAL ANTENNAS
�,p '.,�r�- f \ttj' � N= WILL BE REMOVED AND REPIACED WITH (3) NEW ANTENNAS Srre n�Fo:
�o � `f J �P � � i LSN S�TOA E INSTALLEDSWRHTEXISTING ICOAX ROUTING�) �R�D COORDINATES: �T�TUDE: 40.99953 LI-13-��J�-C
.y'� � � rl ; �pA�.�;�,Q, �` <„ LONGITUDE: -72.51128 '
,y � , �,��' j e- : ; � ' MATTITUCK MONOPOLE
/ ' jvs -� Q� LAND OWNER: W�LLIAM J. BAXTER JR, PATRICIA BAXTER & JANE ���Q'��� ��2
� , _ Y_,_ , .,.... k._. P. GOELLER
a-�PJ� __y- _ °o-- ` � ��ws`��,A� _- CODE COMPLIANCE
APPROX. NORTH `N'�„�f� � MUNICIPALITY TOWN OF SOUTHOLD SHEEf TiTI.E:
ALL WORK AND MATERIALS SHALL 8E PERFORMED AND
INSTALLED IN ACCORDANCE W�H THE CURRENT EDRIONS TITLE SHEET
D I S a f e I OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL CONSTRUCTION �g
g' y• GOVERNING AUTHORITIES. NPE'
N e w Y o r k �WN �� SHEET N0:
UNDERGROUND FACILITIES 1. 2006 INTERNATIONAL BUILDING CODE �
PROTECTIVE ORGANIZATION cr�cueo ev:
1-800-962-7962 OR 811 2. tCC ELECTRICAL CODE 2006, UTILIZES NEC 2005 '� T�
o�h:
2/2�/u
�
1 SECTOR AZIMUTHS CABLE LENGTHS (FEET) �� ��
NOTE:
SEE LATEST RFDS SHEET FOR ALL INTERNAL T-Mobile Northeast, LLC
A 40' 115't MODIFICATIONS REGARDING WHICH INTERNAL !
EQUIPMENT WILL BE REPLACED. CONTRACTOR 3500 SUNRISE HWY.
B 170' 115't TO NOTIFY T—MOBILE IMMEDIATELY IF THE SUITE D-203
PROPOSED EQUIPMENT EXCEEDS THE WEIGHT GREAT RNER, NY 11739
C 290' 115't OF THE EXISTING EQUIPMENT.
NOTE: pREp�Ep gY;
1. GC TO CONFIRM AZIMUTHS WITH FINAL RFos. �EBI Consulting
2. CABLE LENGTHS ARE ESTIMATED. CONTRACTOR
2 �/ TO FIELD VERIFY ALL CABLE�JUMPER LENGTHS. en.-�ronmeraa�le�3inee�ingidaedi�igence
A-2 /, 21 8 Street�Budington,MA 01803
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APPROX. NORTH -Ex�sr�Nc T-Moe��e 3,oe ELEV. =0-0 t�A.G.L.o �
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3500 SUNRISE HWY.
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(KATHREIN SCALA ' 3�g^ I , , �-ExisnNc r-uoei�E � �I - i � EBI Consulting
P/N $SOlOO70 OR $ +-� � METER& DISCONNECT z�_� r / i
APPf��VE� EQUAL '�� - '� �.. - �.� :~- -- y-- �I , ON H-FRAME . __-- -. -..-__- .-',.'j I y � /;'' .. environmerta�,enginrecina d�edi��igence ,
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ANTENNA WEIGHT: 105 LBS. ANTENNA CONNECTION INTERFACE DETAIL of an engineer is allered,the atlering eng�neer sha��alfx to ENGINEER STAMP/SIGNATURE
NOT TO SCALE the document their seal and the notado�"altered by"idlowed
ANTENNA TYPE: AIR21 62A/B4P by their signature and the dale of such aRerffiion,and specific PROJECT COORDINATWN k MANAGEMENT:
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� PANEL ANTENNA DETAIL scu�: �.Ts. 2 EQUIPMENT PLAN scN.E: N.T.s. �
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--EXISTING MOUNTING —EXISTING MOUNTING M�G�"� TABLE I_ 5�'20�__________y;
� PIPE PIPE �`
i ' THIS DOCUUENT IS T}1E DESIGN PROPERIY
CABINET (WITHOUT BATTERIES): 726 LBS. j �c COPMIGHi OF Eel CONSULTING, INC. k
� ---PROPOSED - PROPOSED FOR nie ocausrvE usE er nie rmF
� DOWNTILT KIT ! DOWNTILT KIT cuEKr.urr Duvuc��rpr�oa usE wmrour
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SURFACE WRH BOLT-DOWN SYSTEM
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f � PROPOSED S.S. HARDWARE) HOLE TO ED�E OF FIANGE.
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PREPARED FOR:
A. NOTES:
EXISTING SECTOR "A" EXISTING SECTOR "B" EXISTING SECTOR "C" --PROPOSED AIR21 ANTENNA T-Mobile Northeast, LLC
B. PROVIDE �2AWG GROUNDING CONDUCTOR, U.O.N. (1 PER SECTOR, 3 TOTAL)
3500 SUNRISE HWY.
C. DO NOT INSTALL GROUND KIT AT BENO. DIRECT GROUND SURE D-203
WIRE DOWN TO ANTENNA BUSSBAR. B B B B B B GREAT RNER, NY 11739
4 2 � 4 2 4 2
D. PROVIDE GROUNDWG ELECTRODES IN QUANTITY, TYPE A P ' A P q p ��p �,. '
AND SIZE AS INDICATED ON SRE GROUNDING PLAN.
E. ADD COAX GROUND Kff CONNECTION TO BU55&4R WHEN �EBI Consulting
LENGTH Of COAX RUN (FROM EQUIPMENT TO ANTENNA� v ennro E�ta:ei��. �n,;d�eai�!qe��ce
PROPOSED FIBER/POWER A-�q �
IS GREATER THAN 20'-0". HYBRID JUMPER (1 PER = '$ �S X�� T8�8��3�-2500�Fn M;0)80�„
SECTOR, 3 TOTAL ��� �0 I�a y �r.��pnsultlng.com
F. CONTRACTOR SHALL USE THE EXISTING GROUND BARS � � )
ALREADY INSTALLED ON TOWER dc EQUIPMENT UNLE55 I ' ` `- i �'� . _��
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H. PROVIDE GROUND CONNE I NS FOR ALL METALLIC I --ROUTE PROPOSED - 12 EXISTING COAX � - PROPOSED SPLICE ��� �• �y
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STRUCTURES, ENCLOSURES, RACEWAYS AND OTHER WITH ExISTING COAX ;%1 `- O1 (TYP) �4 s��'�� ��'� �iO��N x� � .
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(GROUND CABINETS PER MANU. SPECS) EXISTING GROUND-��
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O5 GROUND EXISTING ANTENNA PER MANU. SPECS
Q6 EXISTING SECTOR GROUND BAR
THIS DOCUTAENT IS ifiE DESIGN PROPER'tY ����
1 GROUNDING RISER DIAGRAM �C0�"`°F E�' CON�"�' '"0� "`
SGU.E: N.T.S. F�TME IXCLUSNE USE BY THE TRLE
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CREA7'OR IS STRICRY PROl�IIED. '.
---EXISTING 3#6t1#8G IN EXISTING �,Ny ���yypRK SMALL CANFORM TO THE REWIREMENfS OP TNE NATIONAL GROUNDING UNLESS OTHERWISE SPECIFIE�) AND 2 SOL1D TINNED&1RE COPPER WIRE SUBMI�ALS
�' ELECTRICAI CONDUIT ELECTRICAL CODE (NEC)AS WELL AS APPLICABLE STATE AMD LACAL COOES. FOR BELOW GRADE CROUf�ING AS INdCA7�D ON�IiE DRAWING.
N0. DATE DESCRIP'iION BY
% 2.ALL ELECTRICAL ITEAIS SMALL BE U.L APPROVED OR LISTED AND PROCURED PER 14.ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION IYPE ���
SPECIFICATION RECVIREMEMS. CONNECTORS OR CMWELD IXOTHERMIC WEID. DO NOT ALLOW BARE COPPER WIRE TO 1 3/28/14 FOR CONSTRUCTION SS �'�
-EXIST�NG EQUIPMENT CABINET ge uv cp►rMcr Wm� cKwua�Zgp sfEE�, ',
� E E � BTS #2 (RBS 3106) 3.THE ELECTRICAL WORK UICLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRANANCaS
M!D SPECIFlCATON INCLUDING II�IDQfGL WORK TO PROMDE COMPLEfE OPERATING AND 15. ROUIE GROUNDING CONDUCTORS AIDNG THE SHORTESf AN�SiRNGHTEST PATH
(W� PROPOSED SITE MPRONED ELECTRICAL SYSIEG. POSSIBIE, IXCEPf AS OTHERM95E INOICATED. GROUNDING LEADS SHOUID NEYER 8E
EXISTING T-MOBILE PPC----, SUPPORT KIT) BENf AT RIGHf MIGLE. AWAYS IMKE AT LE1ST 12'w�ows eENDs. /e wiRE aw BE
w 4. GENERAL CONiRACTOR SWLLL PAY FE6 POR PERMfIS,AND IS RESPONSIBLE FOR gEM AT 8'HADIUS WHEN NECESSA(i'Y. BOND ANY YETAL OBJECfS WRHIN 7 fEEf OF '
W� EXISTING 60A, 2P C.B. \� w 08T/JNING SUD PERA11T5 AND COOROINATION OF INSPECTIONS. PROPOSED EWIPA/ENT OR CA8INET TO AIASTER GROUND 6�R. ��i
5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUIIDMG AND EXPOSED TO WEATHER 78. CONNECTpNS TO MGB SFiALL 8E ARRANGED IN THREE MANJ GROUPS: SURGE
SFLLLL.BE IN WATER TIGHf GALVANIZED RIGID SiEEI.CONDURS OR SCHEDULE 80 PVC pppp��ERS (CQUCIAL CABLE CROUND KITS,TELCA AND POWER PA1�L GROUND): E&JOB N0:
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rar�r,�c �o�o�rrs. c�o�nw iN ers �Nr�.
EXISTING 8• �D STEEL CONDUrtS SHN.L BE GROUNDED AT BOTH ENDS. �7, �pNNECTpNS TO GROUNO B,4RS SHALL BE IMDE WITH 7W0 MOLE(�IAPRESSION SRE MFO:
-1L TYPE COPPER LtM+S. APPIY OXIDE INHIBIiING WIAPOUND TO ALL LOCATIONS.
PROPOSED EQUIPMENT 7• ELECTRICAL WIRING SWLLL�COPPER WfTH 7YPE XMHW.TmvN, oR niw uasuunori.
-EXISTING 6102 CABINET 76.MPLY OXIDE INHI&TING COMPOUND TO ALL COAIPRESSpN IYPE GROUND LI-13-158—C �,
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PULL ROPE. COORDMlATE INSTALUTION WITH UTILIIY WMPANY. 19. BOND ANTENNA MOUNTING BRACKEIS.COAXLLL GBLE GROUND KI15.AND ALNA TO 415 ELl�MF1�S LANE
� 9. RUN TELCO CONWR OR CABLE�7N�EEM TELEPMONE UTILITY DEMARCATION PdNi EGB PLACED NEAR THE AN7ENNA LOCATpN. MATTITIJCK� NY 11g�'
AND PROPpSED CELL SITE TELCO CA&NEf AND Bi5 CA&IffT AS INqCATED ON DRAWING �, gpND M(IENNA ECB'S AND NGB 70 WATER AMIN. �
A-1. PROVIDE fULL LfNG1H PULL ROPE IN INSTALLED 7E1C0 CONDUIT. PR041DE '�.
GREENLEE CONDUff MFASURING TAPE AT EACH END. y�, hg7 COMPI.ETED GROUND S15TEM AND RECORD RESULTS FOR PRO,IECT CLOSE-OUT
10.ALL EUUP11ENf LOCATED OUfSIDE SWLLL HAVE NE4A 3R ENCLOSURE DOCUMEMA710N. SHEET 7TILE:
�----EXISTING 7�, GROUNDING SHALL COMPLY WfTFI NEC ART. 250. 22. BOND ANY METAL OBJECTS WfTHW 7 fEET OF PROPOSED EOUIPMENT OR CABINEf GROUNDING� '�
EQUIPMENT PAD TO ►l1STER GROUND BAti. I
12.GROUND COAXWL CABLE SHIElDS MINIMUM AT BOTH ENDS I�iNG M/WUFACiURERS ELECTRICAL DEI'AILS I
CONC GBLE GROUNDING KffS SUPPLIED BY PRQIECT OWNER. 24. ALL NEW STRUCTURES NTfH A FOUNDAiION AND/OR FOOIING MAVING 20 FT. OR & NOTES
MORE OF 1/2"OR CaREATER ELECTRICALLY CONDUCTNE REINFORCING STEEL, MUST HAVE
13. USE/B COPPER STRANDED WIRE WITH GREEN COLOR INSUUTpN FOR ABOVE GRADE R�NDED TO TME GRWND RING USINC AN IXOTHERMIC WELD CONNECTION USING�2 'i
AWG SOUD BARE 71NNED COPPER GROUND WHtE, PER NEC 250.50. DRAWN BY: gry�Np; �,.
�
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2�2��,4
ar�a�o roR:
T-Mobile Northeast, LLC
3500 SUNRISE HWY.
SUITE D-203
�REAT RIVER, NY t 7739
PREPARED BY: �
�EBI Consulting
envvonmenia!;enqinzerinry'�,due diliqence
21 B Street�Burlington,MA 01803
Tel:(781)273-2500�Fax:(781)273-3311
www.eWconsultl�g.com
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CONNECTION
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-- pp� �.....----- REF. DRAYANGS NUAIBER THIS DOCUMEN�IS THE DES�M PROPER7Y
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GROUND �►��E-- XXX DEWL NUMBER CUEM.AM'��PLISCA�TIq�pR U EEWrtMOUT
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s�o2/s2ot - --oc�snNo c:oNc SUBMITTALS
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... ........,� ........ .... ... ..._ .. .:..._.. . ;.....
SITE INFO:
� -- °C LI-13-158—C
MATTITUCK MONOPOLE
415 EWN1'S LANE
ft is a violaati�on ot the State Education Law for any person to ��� � >>�
after any document tha�bears the seal�a professional
engineer,unless the person is ading under the dir�edion of a
iicensed protessio�al engineer.lf a document bearing a seal sHe�r m�:
N OT E: of an engineer is altered,the altering engineer shait affix to
u,e d«:ume�,t u��se�a�,d n�e�o�anon"altered by�faiowed COAX/FIBER
1. GC TO CONFlRM WITH by their signature and the date of sucri aneration,and specific PLUMBING DIAGRAM
FINAL RFDS. desai ion ot the alteration.
Dr�wN ev: SH�r No: �
�
���K��: E_2 �
1 CONFIGURATION 1 B 2 ELECTRICAL LEGEND ��: ,
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' PREPAREp i01t: I
_ -- -----
T-Mobile Northeast LLC
' �- #6 AWG FROM COAX
,
� GROUNDING KIT 3500 SUNRISE HWY.
� -� I � �� �
! � � I �� i � ��~ � 7�.� HARDWARE 18-8 STAiNLESS STEEL GREAT RNER, NY 71739
INCLUDING BELLEVILLES. COAT ALL SURFACES
`' �` `- I! ` ` `�" ' �' � � WffH KOPR-SHEILD BEFORE AIATING.
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�.. r �':;r .7"�i ; '=�1 E '. .
` ------ --- �--- ----_.._ ...._�_ _._ ._..._._---- ------__'
2. FOR GROUND, BOND TO STEEL ONLY: INSERT A �EBI COI1SUItICig
LOCK WASHER BETWEEN LUG & STEEL COAT ALL
SURFACES WfTH KOPR-SHIEL.D. eov nne��ia�'ai���ee•;i�G!duedir9e�xe
-- INSTALL CIGB 3_ q� HqRDWARE TO BE 3 8 DIAMEfER. 2�B Street�Budington,MA 01803 '
'I WITH INSULATORS I � Tel:(781)273-2500�Fax:(787)2TS-3311
i- L_ www.eWconsultlng.com
_..----- -
1 BURNDY GROUNDING DETAILS scN.E: N.r.s. j o - o � o � ��� Q �t', OCT 2 3 ?.G1�5
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� - -- t --- -- -- i --- -- --- — ---. - G INSULATED STRANDED _
_ ' #2 AW .
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r � /� ( .� ; ' BELOW 1 BUS �� ,Z
i .
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t�� 4 7 �
I � � �,�� i j 5�� �� �—S/S LOCK � � �
I " i � ��� � �� �: A � � � � 1• CONTRACTOR TO UTILIZE KOPR-SHIELD WASHER (TYP.) �
� �'' (THOMAS & BEffS) ON ALL LUG � 9�7, q��'
r;pF v Hc-c -rpE c ruc Hr I r;�E r,P e�aii CONNECTIONS. S/S NUT (TYP.) '�"'��:�;,�n,4a,�'��I'
�i aFp��rn�.iON .44'rLL.A,�O^: Tr F �k—BO i f�E. Bi.E >P�.��,tE ' i �'��
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I_— —__________.___i__.________—______'_—__ � ' _•-
--------------------- �.•1� y� +�
SCALE: N.T.S. ENGINEER STAMP/SIGNATURE
2 BURNDY GROUNDING PRODUCTS scu�: N.T.s- �j ANTENNA GROUND BAR AND LUG DETAIL
PROJECT COORDINA710N 3 MANAGEYENT:
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Ilf T —_ ___ . ,
, f � Pyramid Network Services,LLC
�y-� �� � ��. �- � , �QI�p^ � �, ��
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YFE Tp �pE �N ' 1�Pe N� rr�t Ss �ry�E w r�'P=_ 'vs ! WEATHERPROOFING KIT---�� 7MS DOCUMEM IS TFiE DESIGN PROPER7Y
------�— -^ -- . — — ----- . - � _ dc COPYRN�R OF EBI CONSULTI
' NG. INC. 3
� � ' (SEE NOTE 3) ..-- FOR nie ocausn�use er n�Trt�
� � � ` ! � �,.--"`� �. �`,��,c• CUENT.ANY DUPIICATION OR USE WRHOUf
' �d` ' ��'� �-� i \�� �:. e� cy� i .�'y`�"� �'������ ���, EC� IS SiRICTL�Y PROMBtfED. ���
�
lll j � r� � ' ,�` a �a v'�:
' �, I �� �� � ��
� YP�`� � r P �i TV�E GT ��CY `�Pc ( PE ;_ I �'�� � �� ����,� SUBMITTALS ��
--- --- -- — �-- — - � ---- � /'F �wx � —ANTENNA COAX
�
�-- - � — -- i ° �� ...�t � � � N0. WTE DESCRIP'f10N BY
,,�. � ��. .�t a
MAINLINE TO---�. p`� ,�a ��'� � �.,,„��,$,, t 3/26/i4 FOR CONSfRUCnON SS ��
JUMPER CONNECTOR ` � z�� �Y^'�` � � r ��
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., ,� s^. a .�
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a �
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3 CADWELD GROUNDING CONNECTION PRODUCTS sc�: N.r.s. �uMPERs To---. ��� ; j . �_ � � �
EOUIPMENT/ANTENNAS ` ��°� �
_. �� -_ _—_ ���g��c E81 JOB N0: .
; � � ;�� �--//6 STRANDED CU WIRE WITH � S c��y � 81140165
?E.�M JPi )id PF�;�, � „, i � _ /� � �� GREEN, 600V, THWN INSULATION � �� L o �
A. A°[� �i d A� �Mr(F >�Pl ! � i � �� � � � � r'_
B. ���E�t „Arf:�_L � >>.?�'RE ���N , ,�- � , � � �; � `,�/� � � (GROUNDED TO GROUND BAR) .�� .- ��� � ���`
��� ���:To� , ti__ i � � / �`j r `' ;� / , (sEE NorEs � & z> �'�����'.�" LI-13-158—C
� .� ��
,M �,f�1� ,� � �" - '` � `� ���� MATTITUCK MONOPOLE
C. N iTi E;-'M TER"���ATiON �`� i � ��
� ` � ���"` � - �� ��� � 'S 41S ELI�NW'S LANE �
- '` � _ � _ _� � � r L�S2IF.�: � ,� ��g�
MIA171itJC1(. NY 11952
-' � r ` r e - � -'�' � , � 1. DO NOT WSTALL CABLE GROUND KIT AT A BEND dc AIWAYS DIRECT �� ��W� o
- -- r F '� J 'i.� { ' t - GROUND WIRE DOWN TO GROUND BAR. ���+ y�, �t'a s H��:
r-- - - - � 1 - � -- `- ai-- a� �3 m�c=:
' T l � f F '` i i ,, t � 2. GROUNDING KIT SHALL BE TYPE & PART NUMBER AS SUPPLIED OR =�'_ ���s`, f0 10
_ __ __ ,_ , ._I I __ ,. l _ RECOMMENDED BY CABLE MANUFACTURER. � ���•`-'� �^
r�- � �.R � �� a� - � �� � �� ---�- GROUNDING DETAILS �
-" ,, --, , .` 1 �' � � r -' ` ' � 3. WEATHERPROOf WG SHALL BE 7YPE AND PART NUMBER AS SUPPUED �� � �°7 m�
� �, ii�A �.ad r -E i P�. f, � � �'���- o
- - - - a `, =J n � -- � -t OR RECOMMENDED BY CABLE MANUFACTURER. s c�p � "'=_
R�;.' l �-f /�� _ N�„7 Cl c {C�t � DRAWN BY: SMEET NO: ��
c � d �,� SS
=md_o�aa
CHECKED BY: �
4 GROUNDING TERMINATION MATRIX sc�: N,T.s. 'S E—�
6 COAX GROUNDING KIT sc,�: N.T.s. �„�:
zi2�i„
'
'
TMO MAT RF Compliance Report
�
' Site # LI I 3 I 58C
Mattituck Monopole
, 415 Elijah's Lane
Mattituck, New York I I 952
'
' EBI Project No. 62142570
May 2, 2014
1 - :� ��.
�� ����
:; -�
' �' ��: .
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' � ,, .._ , - r-.
, �n.
.... , ^.- ... . , �a i �
' r
' Prepared for:
T-Mobile USA
' 3500 Sunrise Highway, Suite D203
Great River, NY I 1739
, Prepared by:
EBI �onsultin
, envir �
� onmental � engineenng � due diligence
'
'
,
LI I 3158C - Mattituck Monopole
I ' RF-EME Compliance Report 415 Elijah's Lane Mattituck New York
' TABLE OF CONTENTS
' EXECUTIVE SUMMARY.......................................................................................................................................................3
I. INTRODUCTION........................................................................................................................................................4
2. SITE/PROJECT DESCRIPTION....................................................................................................................................5
3. RESu�Ts oF RF EME Mo�EUNc.............................................................................................................................6
', ' 4. MITIGATION/SITE CONTROL OPTIONS.................................................................................................................7
5. SUMMARY AND CONCLUSIONS...............................................................................................................................8
6. LIMITATIONS...............................................................................................................................................................9
, 7. REFERENCES..............................................................................................................................................................10
' TABLES
, TABLE I ANTENNA MOUNT AND EXPOSURE DETAIL
, APPENDICES
' APPENDIX A RF-EME MODELING DATA
, ' APPENDIX B RADIO FREQUENCY ELECTROMAGNETIC ENERGY(RF-EME�SAFETY PLAN
APPENDIX C MODELING EXPORT FILES
APPENDIX D SITE PLANS
' APPENDIX E SITE PHOTOGRAPHS
'
,
'
'
'
,
, EBI Consulting
'
'
LI 13158C - Mattituck Monopole
, RF-EME Compliance Report 415 Eliiah's Lane Mattituck New York
'
EXECUTIVE SUMMARY
' EnviroBusiness Inc. (dba EBI Consultin or EBI has been contracted b T-Mobile to conduct radio
g ) Y
frequency electromagnetic (RF-EME) modeling for T-Mobile Site # LI13158C at 415 Elijah's Lane in
' Mattituck, New York to determine worst-case predicted RF-EME exposure levels from wireless
communications equipment installed at this site. This report summarizes the results of RF-EME
modeling in relation to relevant Federal Communications Commission (FCC) RF-EME compliance
' standards for limiting human exposure to RF-EME fields. This document addresses the compliance of T-
Mobile's transmitting facilities independently and in relation to all collocated facilities at the site. EBI
field personnel conducted a site survey on April 29, 2014.
' As presented in the sections below, based on worst-case theoretical modeling, there are no areas in
front of the T-Mobile antennas on any walking surface that exceed the FCC standards for general
population and occupational exposure. However, there are areas where workers elevated above the
, ground may be exposed to power densities greater than the general population and occupational limits.
'
'
'
,
'
'
'
,
,
, EBI Consulting 3
�
�
LI 13158C- Mattituck Monopole
, , RF-EME Com�liance Report 415 Elijah's Lane Mattituck New York
' I . INTRODUCTION
, Radio frequency waves are electromagnetic waves from the portion of the electromagnetic spectrum at
frequencies lower than visible light and microwaves. The wavelengths of radio waves range from
, thousands of ineters to around 30 centimeters. These wavelengths correspond to frequencies as low
as 3 cycles per seconds (or hertz [Hz]) to as high as one gigahertz (one billion cycles per second).
Personal Communication (PCS) facilities used by T-Mobile in this area operate within a frequency range
' of 1710-2155 MHz. Facilities typically consist of: I) electronic transceivers (the radios or cabinets)
connected to wired telephone lines; and 2) antennas that send the wireless signals created by the
transceivers to be received by individual subscriber units (PCS telephones). Transceivers are typically
' connected to antennas by coaxial cables.
Because of the short wavelength of PCS services, the antennas require line-of-site paths for good
propagation, and are typically installed a distance above ground level. Antennas are constructed to
, concentrate energy towards the horizon, with as little energy as possible scattered towards the ground
or the sky. This design, combined with the low power of PCS facilities, generally results in no
possibility for exposure to approach Maximum Permissible Exposure (MPE) levels, with the exception
of in areas in the immediate vicinity of the antennas.
' MPE limits do not represent levels where a health risk exists, since they are designed to provide a
substantial margin of safety. These limits apply for continuous exposures and are intended to provide a
I , prudent margin of safety for all persons, regardless of age,gender, size or health.
'
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'
, E81 Consulting 4
1
'
LI I 3 I 58C- Mattituck Monopole
� RF-EME Comoliance Reoort 415 Elijah's Lane Mattituck New York
�� ' 2. SITE/PROJECT DESCRIPTION
' This project site includes three (3) T-Mobile wireless telecommunication antennas (at three sector
locations, one proposed antenna per sector) on a monopole located at 415 Elijah's Lane in Mattituck,
New York. Table I contains an antenna inventory and a summary of exposure information.
' The FCC guidelines incorporate two separate tiers of exposure limits that are based upon
occupational/controlled exposure limits for workers and general population/uncontrolled exposure
' limits for members of the general public that may be exposed to antenna fields. Access to this site is
considered controlled. Additional information regarding controlled and uncontrolled exposure limits is
provided in Appendix A. Appendix B presents a site safety plan that provides a plan view of the
' monopole with antenna locations. Site plans are also provided in Appendix D.
EBI field personnel conducted a site survey on April 29, 2014. Verizon, AT&T and Sprint antennas are
also present on the monopole. These other carriers were also included in the modeling analysis using
' elevations collected on site and assumed parameters based on EBI's prior experience with these
carriers. Table I contains modeling information for all carriers at this site. Appendix E contains photos
depicting the locations of installed signage that were taken during the site visit. Appendix B presents a
' site sketch indicating antenna locations.
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, 3. RESULTS OF RF EME MODELING
' ' EBI has performed theoretical modeling using RoofviewOO and/or TowerCalcOO to estimate the
maximum potential power density from each antenna based on worst-case assumptions for the number
� of antennas and power. The modeling assumes a maximum of 6 radios for each GSM Sector with a
power level of 45 dBm (31.6 watts) per transmitter, and a maximum I radio count for each UMTS
Sector with a power level of 46 dbM (39.8 watts) per transmitter, in order to provide a worst-case
I , evaluation of predicted MPE levels. The assumptions used in the modeling for T-Mobile's antennas are
based upon virtual antenna specifications, information collected during the field survey, information
provided by T-Mobile and information gathered from other sources. The parameters used for
modeling T-Mobile antennas are summarized in the modeling export files presented in Appendix C.
' AT&T, Verizon and Sprint also have antennas located on the monopole. Information about these
antennas was included in the modeling analysis. The assumptions used in the modeling on other carrier
antennas are based on a set of virtual antenna specifications developed by EBt based on industry
, standards. The parameters used for modeling of other carrier antennas are also summarized in the
modeling export files presented in Appendix C.
� As presented in the "Electromagnetic Energy Safety Plan," included in Appendix B, the worst-case
power density will not exceed the FCC's occupational or general population limits on any accessible
ground-level walking or working surface. However, for elevated workers in front of the antenna faces,
power densities may exceed the occupational limit 55 feet above the ground level or 6 feet below the
' bottoms of the T-Mobile antennas. Table I outlines the predicted extents of the area below the
antenna that exceed the occupational and general population limits.
I � Additionally, there are no predicted exceedances of the FCC's general population or occupational MPE
limits at ground level in front of the other carrier antennas at this site. Table I outlines the predicted
extents of the areas in front of each of the other carrier antennas that exceed the occupational and
general population limits. For a person at ground level, the maximum ambient RF exposure level from
' the T-Mobile, Verizon, AT&T and Sprint equipment is calculated to be 0.026 mW/cmz, which is
equivalent to 4.50% of the general population exposure limit.
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' 4. MITIGATION/SITE CONTROL OPTIONS
� , EBPs modeling indicates that there are no areas on the walking working surfaces at ground-level in
front of the T-Mobile antennas that may exceed the FCC standards for general population exposure.
All exposures above the FCC's safe limits require that individuals be elevated above the ground.
' Workers should not be elevated in front of the antennas unless the wireless equipment is shut down
and lockoudtagout procedures implemented in accordance with T-Mobile standard operating
protocols. In order to alert any such elevated workers, a NOC sign and a blue Notice sign were
, , installed at the access to the monopole. Additionally, a yellow Notice to Workers sign was installed at
the base of the monopole as depicted on the Electromagnetic Energy Signage Plan—Appendix B.
These protocols and recommended control measures have been summarized and included with a
� graphic representation of the antennas and associated signage and control areas in a RF-EME Site Safety
Plan, which is included as Appendix B. Individuals and workers accessing the monopole should be
provided a copy of the attached Site Safety Plan, made aware of the posted sign, and signify their
� understanding of the Site Safety Plan.
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' RF-EME Com�liance Report 41 S Elijah's Lane Mattituck New York
' S. SUMMARY AND CONCLUSIONS
iEBI has prepared a Radiofrequency Emissions Compliance Report for telecommunications e ui ment
q P
installed at Site #LI13158C, located at 415 Elijah's Lane, in Mattituck, New York. EBI has conducted
' theoretical modeling to estimate the worst-case power density from T-Mobile antennas and other
carriers' antennas to determine worst-case predicted RF-EME exposure levels from wireless
communications equipment installed at this site. This report summarizes the results of RF-EME
, modeling in relation to relevant Federal Communications Commission (FCC) RF-EME compliance
standards for limiting human exposure to RF-EME fields.
As presented in the preceding sections, based on worst-case theoretical modeling, there are no areas
, in front of the T-Mobile antennas on any walking surface that exceed the FCC standards for general
population and occupational exposure. However, there are areas where workers elevated above the
ground may be exposed to power densities greater than the general population and occupational limits.
� Recommended control measures are outlined within a Site Safety Plan (attached); this plan includes
procedures to shut down and lockoudtagout this wireless equipment in accordance with T-Mobile's
standard operating protocol.
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' 6. LIMITATIONS
� This Report was prepared for the use of T-Mobile, Inc. It was performed in accordance with generally
accepted practices of other consultants undertaking similar studies at the same time and in the same
locale under like circumstances. The conclusions provided by EBI are based solely on the information
� provided by the client. The observations in this Report are valid on the date of the investigation. Any
additional information that becomes available concerning the Subject Property should be provided to
EBI so that our conclusions may be revised and modified, if necessary. This Report has been prepared
, in accordance with Standard Conditions for Engagement and authorized proposal, both of which are
integral parts of this Report. No other warranty, expressed or implied, is made.
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' 7. REFERENCES
'' ' Federal Communications Commission (FCC) Office of Engineering& Technology (OET). Evaluating
Com�liance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic
� Fields. OET Bulletin 65, Edition 97-01. August 1997.
FCC. Questions and Answers about Biological Effects and Potential Hazards of Radiofrequency
� Electromagnetic Fields Fourth Edition,August 1999; (OET Bulletin 56).
Richard Tell Associates, Inc., TowerCalc User Guide. Version 3.5. October 10, 2002.
, , Richard Tell Associates, Inc., RoofViewOO User Guide. Version 4.15. February 10, 2003.
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I � RF-EME Compliance Report ______415 Eli�ah's Lane, Mattitud<, New York
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—____---
Table I: Antenna Mount and Ex osure Detail
I P
Ili, , T-MOBILE
MPE MPE General
Occupational
Population
. Ant n Exceedance
e na Base
T-Mob�le Sector/ Antenna Exceedance ft
I ' Azimuth (°) Height(ft) (ft) � �
Antenna Above Ground Mount
I! � � Below Antenna
' AI (GSM) 40 61 Rack 6 NA
' A I (UMTS) 40 6 I Rack b NA
A I (UMTS) 40 61 Rack 6 NA
� AI (LTE) 40 61 Rack 6 NA
B I (GSM) 170 6 I Rack 6 NA
B I (UMTS) 170 61 Rack 6 NA
' BI (UMTS) 170 61 Rack b NA
BI (LTE) 170 61 Rack 6 NA
C I (GSM) 290 61 Rack 6 NA
I , C I (UMTS) 290 61 Rack _ 6 NA
CI (UMTS) 290 61 Rack 6 NA
, CI (LTE) 290 61 Rack 6 NA
OTHER CARRIERS
' MPE MPE General
Occupational Po ulation
Antenna Base Exceedance P
Other Carrier Azimuth(°) Height Above Antenna ft Exceedance (ft)
Sector/Antenna (ft)Ground Mount � �
,
in Front of Antenna
� VZN A I I 10 84 Rack NA _NA
VZN A2 I 10 84 Rack NA NA
_ _-- _ ___ _. --- __ ___ ___ _ _- _ --____
VZN A3 I 10 84 Rack NA NA
� — - - - ---
VZN A4 - I 10 84 __Rack NA - NA
VZN BI 210 84 Rack NA NA
VZN 62 210 84 Rack NA NA
' VZN B3 210 84 Rad< NA NA
-- ----- - ---- - - ------_.. _- - -- _ ___ _ ____ --
VZN 64 210 84 Rad< I NA NA
-- ---- - - - - - --- -- ___--
, VZN C I 310 84 Rad< � NA NA
_ _ __ _ -- - -- - ---- � - - ___ —_
VZN C2 310 84 Rack I NA NA
. _ _ -- -- - - _ 1---- - -- ---------
---___ _--- ---_
_ -- - ---- ---
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' VZN C3 310 84 Rack NA NA
VZN C4 310 84 Rack NA NA
� ATT AI 40 104 Rack NA NA
, ATT A2 40 104 Rack NA NA
ATT A3 40 104 Rack NA NA
, � ATT BI 170 104 Rack NA NA
ATT B2 170 104 Rack NA NA
� ATT 63 UO 104 Rack NA NA
ATT C I 290 104 Rack NA NA
ATT C2 290 104 Rack NA NA
, ATT C3 290 104 Rack NA NA
SPT A I I 10 i I S Rack NA NA
SPT A2 I 10 I I S Rack NA NA
' , SPT BI 210 I IS Rack NA NA
SPT 62 210 I IS Rack NA NA
SPT C I. 310 I 15 Rack NA NA
� SPT C2 310 I I S Rack NA NA
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APPENDIX A: REGULATORY AND MODELING
, ! INFORMATION
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, Calculation of Near Field and Far Field Power Density
Near Field
' Prediction methods have been developed from the near field zone of panel (directional) and whip
(omnidirectional) antennas, typical at wireless telecommunications cell sites. The near field zone is
defined by distance, D, from an antenna beyond which the manufacturer's published, far field antenna
' � patterns will be fully formed; the near field may exist for increasing D until some or all of three
conditions have been met:
1} p > 2h2
' "�' 2) U> Sh 3) [7�� 1.bk
where h = aperturc height af the antenna, in met�ers,and
1� = wavelength of the transmitted signal, in meteas.
� The FCC Office of Engineering and Technology Bulletin No. 65 (OET 65 — August 1997) gives this
formula for calculating power density in the near field zone about an individual RF source:
' power density � - 1�a � Q.� x P„�*
s�w a x D x h � in mW/an2,
whe�+e 8� = half•ptawc�r bcamwidth af atttcnna, in degrees,and
� �'nee = n�t power input to thc ant�nna, in w�tts.
The factor of 0.1 in the numerator converts to the desired units of power density. This formula has
� been built into the RoofViewOO program (described in the RF-EME Modeling Methodology section,
below) that calculates FCC public and occupational limits.
, , Far Field
OET 65 gives the following formula for calculating power density in the far field of an individual RF
' source:
power densiry S - 2.56 x i.64 x l40 x RFF2 x ERP mW 2
� 4 x n x � , in /txtl ,
wher+e ERP = total ERP{a[1 polarizatians), in kilo+watts,
tt�F = r�elative ficld factor at the directian to the actua! poi�of catculation,and
� D � diata�cx from d�e c�ntcr of radiatic�to the point nf calculation, in m�.
The factor of 2.56 accounts for the increase in power density due to ground reflection, assuming a
reflection coefficient of I.6 (I.6 x I.6 = 2.56). The factor of I.64 is the gain of a half-wave dipole
,� relative to an isotropic radiator. The factor of 100 in the numerator converts to the desired units of
power density. This formula has been built into TowerCalcOO.
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' Re ulato Back round
g rY g
, The National Environmental Policy Act of 1969 (NEPA) requires all Federal agencies to evaluate the
effects of their actions on the quality of the human environment. One of several environmental factors
addressed by these requirements is human exposure to RF energy emitted by FCC-regulated
1 transmitters and facilities.
The FCC revised and updated their RF exposure guidelines on August I, 1996, as a result of a rule-
making proceeding initiated in 1993. The new guidelines incorporate limits for Maximum Permissible
� Exposure (MPE) in terms of electric and magnetic field strength and power density for transmitters
operating at frequencies between 0.3 MHz and 100,000 MHz. Implementation of the new guidelines for
� mobile and portable devices became effective August 7, I996.
The FCC's MPE limits are based on exposure limits recommended by the National Council on
Radiation Protection and Measurements (NCRP) and, over a wide range of frequencies, the exposure
I ' limits developed by the Institute of Electrical and Electronics Engineers, Inc., (IEEE) and adopted by the
American National Standards Institute (ANSI) to replace the 1982 ANSI guidelines. Limits for localized
absorption are based on recommendations of both ANSI/IEEE and NCRP.
i � The FCC guiclelines incorporate two separate tiers of exposure limits that are based upon occupat-
ional/controlled exposure limits (for workers) and general population/uncontrolled exposure limits for
members of the general public.
� Occupational/controlled exposure limits apply to situations in which persons are exposed as a
consequence of their employment and in which those persons who are exposed have been made fully
aware of the potential for exposure and can exercise control over their exposure. Occupational/
il � controlled exposure limits also apply where exposure is of a transient nature as a result of incidental
passage through a location where exposure levels may be above general population/uncontrolled limits
(see below), as long as the exposed person has been made fully aware of the potential for exposure
I � and can exercise control over his or her exposure by leaving the area or by some other appropriate
means.
General populationluncontrolled exposure limits apply to situations in which the general public may
� be exposed or in which persons who are exposed as a consequence of their employment may not be
made fully aware of the potential for exposure or cannot exercise control over their exposure.
Therefore, members of the general public would always be considered under this category when
exposure is not`employment-related, for example, in the case of a telecommunications tower that
, � exposes persons in a nearby residential area.
Table I and Figure I(below), which are included within the FCC's OET Bulletin 65, summarize the MPE
� limits for RF emissions. These limits are designed to provide a substantial margin of safety. They vary by
frequency to take into account the different types of equipment that may be in operation at a particular
facility, and are "time-averaged" limits to reflect different durations resulting from controlled and
uncontrolled exposures.
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� T'able 1. LI�II?S FOR�L�.�R'!�
L PER�IISSIBLE E_�OSLRE (IIPE)
, (�) Limits for OccupationaUControlled Esposnre
Frequenc�� Electric Field �
, ��e �� agnetic F�eld Pot�rer Dcnsit�� A�.�erag�nK Timt
� ��� e�Sth fE) St�rngth (H1 (S} E�', �H�'or S
(`'`'n) (A.'m) (m�,�cm-'
) (muYtrtes)
� 0_3-3.0 C>14 1.83 (100)* g
3A-30
30-300 6��'f Q1�63 (940:��)* 6
� 300-ISUO _= 1.4 �
1500-iQ0,00Q £'`300 6
5 �
S
� (B� I.imits for Genera!PopulationrUnconh•olted Esposure
� F����'' Electric Fi�ld _"Kagnetic Field p���S1 A`,
�ge ��� (E) Str �' ,��8 Time
� (MHz) � (� (s) EI', IHI-07 s
(�''�n') �A'm) (mw,'`cm=) (m�nutes)
' 03-1.3=F 614 1.63 s
13�-30 � ,; �l�) 30
8.,4 f
30-300 ?7.5 0.073 �184f�* 30
300-I500 �-� 30
� 1500-100,0�00 -- __ £'1�OQ 3Q
1-� 30
f=frequrnc�in MHz *Plaue-wa��c rqui�alent poiver densit�
� NOTE 1: OccuprrtionaUconMolled
�onseqt�ence of tl�ar 10 �t l�nuts apply ui sitnations in w�ch persans are cxposed as a
�P 3� pra�ided those persvn,s are fulty aw°are of du potrntial for
� eaKposvre and can exercise control o�rer their exposure. Lunits for oc
c�cposur�also appl_y ui sit�ations wl�en an indic7aual is traasient thr c�ho�'controlled
��uPationalicontrolled limits apply pro��ided�e or she is rnade awar�e�f the potrnrial for
� exposure.
NOTE 2: Gerrerol pvpulAhoidinrcon�rolled exposures apply in situations in which the general
, Public may be exposed,or in which Perscros that are exposed as a consequence af their
�P�aY�nt may not be ftill}�at�rare of the potennal for exposure or can not exercise control oti•er
their eacposure_
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Fi ure 1. FCC Limits for Maximum Permissib/e Exposure (MPE)
, P/ane-w�ve Equivalent Power Density
t.oc�o
� ��� Occupationa!/Contralf�d Exposure
———- Genera!Papulatian/Uncontrolled Expas�re
� � !�(J ���
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�0 �
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5 �
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1 �
� �- - - - - - - - --
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0.2 +- - - - -f�
Q.t
� 0.03 Q-3 � 3 30 30Q 3,000 30,000 �30�,000
� �
1.34 l,500
� lL1�,0'0'0
Frequency (MHz)
� Based on the above, the most restrictive thresholds for exposures of unlimited duration to RF energy
for several personal wireless services are summarized below:
Personal Wireless Service Approx. Frequencv Occupational Limit Public Limit
1 Personal Communication (PCS) 1,950 MHz 5.00 mW/cm2 I.00 mW/cm2
Cellular Telephone 870 MHz 2.90 mW/cm2 0.58 mW/cm�
� Specialized Mobile Radio 855 MHz 2.85 mW/cm2 0.57 mW/cm2
� Most Restrictive Freq, Range 30-300 MHz I.00 mW/cm2 0.20 mW/cm2
MPE limits do not represent levels where a health risk exists, since they are designed to provide a
' substantial margin of safety. These limits apply for continuous exposures and are intended to provide
a prudent margin of safety for all persons, regardless of age,gender, size or health.
For this project, the anticipated frequency range in which the antennas will operate is 1710-2155 MHz.
, For modeling purposes, EBI utilized a broadcast frequency of 1710 MHz.
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� �
RF-EME Modeling Methodology
� EBI assesses the RF impacts of the proposed equipment and other wireless carriers through the use of
TowerCalcOO and RoofViewOO software models to predict worst-case RF exposure fields due to
antennas at this site. TowerCalcOO and RoofViewOO are widely-used predictive modeling programs that
� have been developed by Richard Tell Associates to predict both near field and far field RF power
density values for telecommunications sites produced by vertical collinear antennas that are typically
used in the cellular, PCS, paging and other communications services. The model utilizes several
, operational specifications for different types of antennas to produce a plot of spatially-averaged power
densities that can be expressed as a percentage of the applicable exposure limit. The calculations
utilized by this program are summarized in Appendix A. For this report, EBI utilized worst-case
� antenna and power data, and compared the resultant worst-case MPE levels to the FCC's
occupational/controlled exposure limits outlined in OET Bulletin 65. (NOTE: EBI retained Richard Tell
Associates to provide technical support services to ensure that modeling and the resultant compliance evaluation
for this site is fully consistent with FCC requirements).
� � TowerCalcOO and RoofViewOO calculate RF near-field levels from selected antennas by applying a model
that takes into account parameters such as the antenna's aperture height, azimuthal beam width for
� directional antennas and the location of the antennas relative to workers at this site. Resulting spatially
averaged power densities are expressed as a percentage of a user selectabte exposure limit depending
on frequency.
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� APPENDIX B: RF-EME SAFETY PLAN
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� environm�ntallen ,���;� ��e�,�; e�� ELECTROMAGNETIC ENERGY SAFETY PLAN
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{N�� Sector C
290°
, �i�
� I Sector A
� + 40°
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Sector B
� ""--_____.._.____..�.� �._._.i �7�°
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� ANTENNA PLAN
ELEVATION VIEW
� Modeling indicates that the worst-case power density may exceed the FCC's occupational limit in front of the antennas
approximately 55 feet above ground level or 6 feet below the bottoms of the antennas as indicated in the elevation view.
TOWER RF EME ANTENNA INFORMATION AND EXPOSURE CONTROL AREAS
, � Distance [feet] in front of the antennas and direction of areas where power density is greater than the FCC's occupational MPE.
Occupational exposure in these areas should be limited to brief incursions by qualified individuals with proper safety training.
, ■ Generally,other individuals should be restricted from entering this area until they have contacted T-Mobile who will turn off their
� transmitter using OSHA-approved Iockoudragout procedures. Contact for Red Exposure Control Area LockouUTagout
Procedures:Network Operations Center:888-218-6664(toll-free)Site ID#LI13158C.
T-Mobile Antenna Base Above MPE Exceedance
Sector/ Azimu �th(�) Nearest Walking Surface Antenna Mount (feet below antennaj
� Ante�na feet
AI (GSM) 40 61 Rack 6
A I (UMTS) 40 61 Rack 6
AI (UMTS) 40 61 Rack 6
� A I (LTE) 40 61 Rack 6
B I (GSM) I 70 61 Rack 6
B I (UMTS) 170 61 Rack 6
B I (UMTS) 170 61 Rack 6
� B I (LTE) 170 61 Rack 6
C I (GSM) 290 61 Rack 6
C I (UMTS) 290 61 Rack 6
' C I (UMTS) 290 61 Rack 6
' CI (LTE) 290 61 Rack 6
Note:In order for this plan to accurately portray restricted areas it must be reprinted in color only.
T-Mobile uses theoretical modeling to estimate the worst-case power density from each
� antenna. The transmitter power output used in the model is based on a I-I-I (LTE) a I-I-I Eleetromagnetie Energy Safety Plan
(GSM) and 2-2-2 (UMTS) radio configuration for Sectors A, B and C. The FCC recognizes that Facility Operator:T-Mobile
these theoretical models over-estimate the acwal exposure one would experience and generally
considers the results to represent a worst-case exposure scenario. MPE limits are designed to T-Mobile Site Name: Mactituck Monopole
� provide a substantial margin of safety and do not represent levels where a health risk exists. T-Mobile Site Number:LI13158C
Individuals accessing the tower should signify their understanding of the three exposure control Location:415 Elijah's Lane �
areas on this plan and the actions necessary to control their exposure to RF energy. Maccicuck,New York I 1952
Information regarding other carrier antennas is provided within the RF-EME Compliance Report. Date:OS/02/14 Rev.0
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� e�v,�o�me�ta� =� ;,��;� ���d;�; e�� ELECTROMAGNETIC ENERGY SIGN PLAN
� �%��
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� �� �/�� - - . � �, �
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� Sectmr C ��! �, '--- � i
+�,
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y�,l{ ��% i,%; E
t � �' _ ��, i �
� - Sector A ��- I �
Sector B �' �, . ��,� � `r
' , ,_.�/, ,�, �
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� � '� �
;' '�% � �
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„' � _ e /�. : �
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- x _ + .d..>
_` � ! ...��. -�
� ,,..H....�
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EQUIPMENT COMPOUND VIEW
� SIGNAGE INSTRUCTIONS
Sign Image Description Posting Instructions
� �N��� Securely post at the first points of access to the site
���r NOC (attached to chain link fence next to access gate)as
��Z��� Informational sign,used to provide T-Mobile indicated in the signage plan.
«�� emergency contact information for the site Denote Site ID Number on Sign in Permanent
�� Marker
� "`..���� ----� Notice To Workers
.�.�...- !
�'�...�"' i Securely mount approximately 48 inches above
Informational sign,used to notify workers that grade at the base of tower as indicated in the signage
'�==���=� � there are active antennas instatled and provide
� �"'""�--�� guidelines for working in RF environments. plan.
.
Blue Notice Sign Securely post at the first points of access to the site
� T� 8-I/2"x I I",used to alert individuals that they are (attached to chain link fence next to access gate)in a
��j��� entering an area where the power density emitted manner conspicuous to all individuals entering
_ from transmit antennas is within the FCC's thereon.
-s�..'_ maximum permissible exposure limit for the Denote Site ID Number on Sign in Permanent
general public. Marker.
' � Note:In order for this plan to accurately portray restricted areas it must be reprinted in color onl .
Y
� Electromagnetic Energy Safety Plan
Facility Operator:T-Mobile
T-Mobile Site Name: Mattituck Monopole
� T-Mobile Site Number:LI13156C
Location:415 Elijah's lane
PLAN DEVELOPED BY EBI CONSUITING BASED UPON BASE PLAN PREPARED BY Mactituck,New York I 1952
EBI CONSULTING DATED 03-26-14. Date:05/02114 Rev.0
�
� �
� LI I 3158C - Mattituck Monopole
RF-EME Comoliance Re�ort 415 Eli'ah's Lane Mattituck New York
, �
�
APPENDIX C: MODELING EXPORT FILES
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StartTowerDefinition
Starting Nt Ending Ht Tower Ht
0 100 80
StartAntennaData It is advisable to provide an ID(col 1)for all antennas
Not used Not used
(MHz) Trans Trans Coax Coax Other Input Calc (ft) (ftJ Not used (ft) dBd BWdth ON
ID Name Freq Power Count Len Type Loss Power Power Mfg Model X Z y
Type Aper Gain Theta flag
TMO A1 GSM 1900 30 1 10 1/2 LDF 0.5 2530004 Ericsson AIR21 B2A� 0 61 VC
TMO A1 UMTS 1900 20 1 10 1/2 LDF 0.5 16.8667 Ericsson AIR21 B2A� 0 61 VC 4'6 15.35 65;0 ON•
TMO A1 UMTS 2100 80 1 10 1/2 LDF 0.5 67.46678 Ericsson AIR21 62Ai 0 61 VC 4'6 15.35 65;0 ON•
TMO A1 LTE 2100 40 1 4.6 15.35 65;0 ON•
10 1/2 LDF 0.5 33.73339 Ericsson AIR21 82A� 0 61 VC 4.6 15.35 65;0 ON•
TMO Bl GSM 1900 30 1 10 1/2 LDF 0.5 25.30004 Ericsson AIR21 82A� 0 61 VC
4.6 15.35 65;0 OFF
TMO 81 UMTS 1900 20 1 10 1/2 LDF 0.5 16.8667 Ericsson AIR21 B2A� 0 61 VC 4.6 15.35 65;0
TMO 81 UMTS 2100 80 1 10 1/2 LDF 0.5 67.46678 Ericsson AIR21 82Ai 0 61 VC 4.6 15.35 65;0 OFF
TMO Bl LTE 2100 40 1 10 1/2 LDF 0.5 33.73339 Ericsson AIR21 82Ai 0 61 VC 4.6 1535 65;0
TMO Cl GSM 1900 30 1 10 1/2 LDF 0.5 2530004 Ericsson A�R21 B2A� 0 61 VC 4.6 15.35 65;0 OFF
TMO C1 UMTS 1900 20 1 10 1/2 LDF 0.5 16.8667 Ericsson AIR21 82A� 0 61 VC OFF
TMO Cl UMTS 2100 SO 1 10 1/2 LDF 0.5 67.46678 Ericsson AIR21 B2Ai 0 61 VC 4.6 15.35 65;0 OFF
4.6 15.35 65;0 OFF
TMO Cl LTE 2100 40 1 10 1/2 LDF 0.5 33.73339 Ericsson AIR21 82Ai 0 61 VC 4.6 15.35 65;0
OFF
_
�s �■r �■�r i �r t� r � a� �s �r �r *■r rr � �r � �r a�
�efinition
Roof Max�Roof Max)Map Max 1 Map Max>Y Offset X Offset Number of envelope
80 80 100 100 20 2D 1$AE5121:5 SAE5121:SDF5200 List Of Are:
�sData SAE$121:$
Standard Meihod Uptime Scale Factc Low Thr Low Color Mid Thr Mid Color Hi Thr Hi Color Over Color Ap Ht MultAp Ht Method
3 2 3 1 20 1 50 2 100 2 3 1.5 1
_naData It is advisable to provide an ID(ant 1)for all antennas
(MHz) Trans Trans Coax Coax Other Input Calc (ft) (ft) (ft) (ft) dBd BWdth Uptime ON
ID Name Freq Power Count Len Type Loss Power Power Mfg Model X Y Z Type Aper Gain Pt Dir Profile flag
TMO A1 GSM 1900 30 1 10 1/2 LDF 0.5 25.30004 Ericsson AIR21 B2A, 45 40 61 VC 4.6 15.35 65;65 ON•
TMO A1 UMTS 1900 20 1 10 1/2 LDF 0.5 16.8667 Eri[sson AIRZl 82A, 45 40 61 VC 4.6 15.35 65;65 ON•
TMO A1 UMTS 2100 80� 1 10 1/2 LDF 0.5 67.46678 Eriason AIR21 82A, 45 40 61 VC 4.6 1535 65;65 ON•
TMO A1 LTE 2100 40 1 10 1/2 LDF 0.5 33.73339 Eritsson AIR21 82A, 45 40 61 VC 4.6 15.35 65;65 ON•
TMO Bl GSM 1900 30 1 10 1/2 LDF 0.5 .25.30004 Ericsson AIR21 B2A, 36 34 61 VC 4.6 15.35 65;65 ON•
TMO Bl UMTS 1900 20 1 10 1/2 LDf 0.5 16.8667 Ericsson AIR21 82A, 36 34 61 VC 4.6 1535 65;65 ON•
TMO Bl UMTS 2100 80 1 10 1/2 LDF 0.5 67.46678 Ericsson AIR21 B2A, 36 34 61 VC 4.6 � 1535 65;140 ON•
TMO Bl LTE 2100 40 1 10 1/2 LDF 0.5 33.73339 Ericsson AIR21 B2A, 36 34 61 VC 4.6 15.35 65;140 ON•
TMO Cl GSM 1900 30 1 10 1/2 LDF 0.5 2530004 Ericsson AIR21 62A, 35 45 61 VC 4.6 15.35 65;140 ON•
TMO Cl UMTS 1900 20 1 10 1/2 LDF D.5 16.8667 Ericsson AIR21 B2A, 35 45 61 VC 4.6 1535 65;140 ON•
TMO Cl UMTS 2100 80 1 10 1/2 LDF 0.5 67.46678 Eritsson AIR21 B2A, 35 45 61 VC 4.6 15.35 65;140 ON•
TMO Cl LTE 2100 40 1 10 1/2 LDF 0.5 33.73339 Ericsson AIR21 82A, 35 45 61 VC 4.6 15.35 65;140 ON•
VZN A1 Verizon 850 25 1 3 12.52965 Unknown Unknown 45 45 84 VC 5 85;150 ON•
VZN A2 Verizon 850 25 1 3 12.52968 Unknown Unknown 45 42 84 VC S 85;150 ON•
VZN A3 Verizon 850 25 1 3 12.52968 Unknown Unknown 45 39 84 VC S 85;150 ON•
VZN A4 Verizon 850 25 1 3 12.52968 Unknown Unknown 45 36 84 VC 5 85;150 ON•
VZN Bl Verizon 850 25 1 3 12.52968 Unknown Unknown 41 32 84 VC 5 85;250 ON•
VZN B2 Verizon 850 25 1 3 12.52968 Unknown Unknown 38 33 84 VC 5 85;250 ON•
VZN B3 Verizon 850 25 1 3 12.52968 Unknown Unknown 35 34 84 VC 5 85;250 ON•
VZN B4 Verizon 850 25 1 3 12.52968 Unknown Unknown 32 35 84 VC 5 85;250 ON•
VZN Cl Verizon 850 25 1 3 12.52968 Unknown Unknown 30 44 84 VC 5 85;350 ON•
VZN C2 Verizon 850 25 1 3 12.52968 Unknown Unknown 33 45 84 VC S 85;350 ON•
VZN C3 Verizon 850 25 1 3 12,52968 Unknown Unknown 36 45 84 VC 5 85;350 ON•
VZN C4 Verizon 850 25 1 3 12.52968 Unknown Unknown 39 46 84 VC 5 85;350 ON•
ATTA1 AT&T 850 33.3 1 3 16.68953 Unknown Unknown 45 45 104 VC 4.5 86;80 ON•
ATTA2 AT&T 850 33.3� 1 3 16.68953 Unknown Unknown 45 40 104 VC 4.5 86;80 ON•
ATTA3 AT&T 850 33.3 1 3 16.68953 Unknown Unknown 45 36 104 VC 4.5 �86;80 ON•
ATT Bl AT&T 850 33.3 1 3 16.68953 Unknown Unknown 41 32 104 VC 4.5 86;210 ON•
ATT62 AT&T 850 33.3 1 3 16.68953Unknown Unknown 36 33 104 VC 4.5 86;210 � ON•
ATT 83 AT&T 850 33.3 1 3 16.68953 Unknown Unknown 32 35 104 VC 4.5 86;210 ON•
ATT Cl AT&T 850 333 1 3 16.68953 Unknown Unknown 30 44 104 VC 4.5 86;330 ON•
ATT C2 AT&T 850 33.3 1 3 16.68953 Unknown Unknown 35 45 104 VC 4.5 86;330 ON•
ATT C3 AT&T 850 33.3 1 . 3 16.68953 Unknown Unknown 39 46 104 VC 4.5 86;330 ON•
SPTA1 Sprint 1900 20 1 3 10.02374 Unknown Unknown 45 45 115 VC 4.5 65;150 ON•
SPTA2 Sprint 1900 20 1 3 10.02374 Unknown Unknown 45 36 115 VC 4.5 65;150 ON•
SPT Bl Sprint 1900 20 1 3 10.02374 Unknown Unknown 41 32 115 VC 4.5 65;250 ON•
SPTB2 Sprint 1900 20 1 3 10.02374Unknown Unknown 32 35 115 VC 4.5 65;250 ON•
SPT Cl Sprint 1900 20 1 3 10.02374 Unknown Unknown 30 44 115 VC 4.5 65;350 ON•
SPT C2 Sprint 1900 20 1 3 10.02374 Unknown Unknown 39 46 115 VC 4.5 65;350 ON•
�IData
Sym Map Mark�Roof X Roof Y Map Label Description(notes for this table only)
Sym 5 35 AC Unit Sample symbols .
� Sym 14 5 Roof Access
Sym 45 5 AC Unit
Sym 45 20 Ladder
�
� LI I 3158C-Mattituck Monopole
RF-EME Com�liance Re�ort 415 Elijah's Lane Mattituck New York
�
� APPENDIX D: SITE PLANS
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L I - 13— 15 8—C TM��rc T„E�����TME��e TME��s���swu ee � �E Tru+s��vcR s*nnoN SUI7E D-203
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�1 (SEE NCTt 3; / B COP�Rcni o�EB CorvSULnt�C,nC k
� Q?�'Q I! ' / iOR iHE F%C�USNE SE B�'iHE iliLE
� I WI � - � � � ir» " CLIENi ANY DIlPL1GilON OR USE WiHOUi
7% IXPRE55 WRRIEN C S�ENi OF TNE
CflFATOR 5 SIRICi�Y ROM BrtED.
' �� �� �� �� I '��'' II �� I ��` SUBMITTALS
�U aNltNvn co.cx
��"Yg n0. M1E DESCRIPIION BY
MAIN��IYE T'J
.;UMPEft CONNECTOR }/p6/t�r0a cot�5mucnON
COAX GFOUNDInC
' KIT
3 CADWELD GROUNDING CONNECTION PRODUCTS scuF:N.r.s. �uMPeH�To
, s�
EO�IPMENT/ANTENNAS
\/y� Eei�oe No:
'�RMNAI�ON'YPFC� p Q Q Q 2 �_lC!/ ��.: Xti STRAN�ED C'U WIHt WIT�.� S��4O�E�J
A. MECHANICAL COMPRESSION �uG 2�' 4,P �" 0 ? �� Y GREEN, 60CV, HwN INSUL�I,�N
Q z e z �; �� a (crzooNoeo io caouno onv)
B. �Cu9'_E BARREL�COMPRESSiON ? = o � `��' sirc irvro:
ronnEcroR r° �o�� � e2'^ Q �o (sEE NOT�s ,. s z
c �xo•�ERn,�c�ERM�vnnor, ��,� o �o�`' � �" y'�r° LI-13-158—C
D. BEAM CLAMP �OQ¢ V2 p�20 �Q' JC�2 V2 =�
,o�o �� �ti��o �� �eo�' 0� �eoJ MATTITUCK MONOPOLE
NOTEs. 415 ELI,W1'S UWE
SG'_lo H2 TiNnED COPPER g pR C B OR C C A. C,OR D C �MTT1111CK,NY 11932
1. DO NOT INSTNLL CABLE CROUND KIT AT A BEND&ALWAYS�IRECT
' �6 GROUND LEAD B OR C A �A, C,OR 0
� Nz/0 SiRANDED GRNDG GROUND WIRE DOWN TO GROUND H4R.
SMEEr�iiLE:
� ELEC'RODE CONDUCTOR A A, C,OR D A 2. GROUNDING KIT SHALL BE TYPE&PART NUMBER AS SUPPLIED OR
MASTER GROUND BAR C A � q RECOMMENOED BY CABLE MANUFACTURER. GROUNDING DEl'AILS
STRUCT.;RAL OR TOWER STEEL A, C, OR D q, C,OR D A,C, OR D 3. WEATHERPROOFING SHALL BE ttPE AND PART NUMBER AS SUPPLIED
'�� CROUND RINC C � � OR RECOMMENDED BY CABLE MqNUFACTURER.
�MwN 6v: SnEEf n0:
55
CnEGKEO BY�
4 GROUNDING TERMINATION MATRIX scue N.rs. 6 COAX GROUNDING KIT sc�.�,N.r.s. w�,E � E—�
zis,n.
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� LI I 3158C - Mattituck Monopole
RF-EME Com�liance Reoort 415 Elijah's Lane Mattituck New York
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� APPENDIX E: SITE PHOTOGRAPHS
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(with existing RF signage)
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� compound access gate, by others tower compound access gate
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3. 'Existing green notice sign on tower 6 Newly-installed T-Mobile NOC sign on
� compound access gate, by others tower compound access gate
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RF signage by others) ��•
workers sign at base of monopole
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' monopole, by others � �• Monopole overview,from northeast
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workers sign)
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