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FOR INTERNAL- USE UNt_Y O L
SITE PLAN USE DETERIV INATIO MAY 0.> 2017
Southold Town
Planning Board
Initial
- - Determina,tionr � �.. Date Sent:
� f�
I T
4 `rhDate:
Project Name: –
Project Address:
l�{, Zoning District: '=. .
Suffolk County
Tax Map No.:1000*-� �——
Requesf'
(Note: Copy of Building Permit App
lication and supporting documentation-aOo
proposed use or uses should be submitted-)
V SR
-lnitial Determination as to whether use is permitted:
Initial Determination as to whether site plan is require
Signature of Building Inspector
Planning Department (P-D.) Referral: �u I
-7 Date of Comment: �-- —
p,D, Date, Received: _--�
Comments: M 1�
.,.c S -
g Dept--Staff
Signature of flan i Reviewer
Final _Determina'tion
Date:
Decision:
oi,,.,ativp of Ritildina InsnPctor
CROWN Crown Castle
CASTLE 1200 Mahwah,
MacArthur Boulevard,Suite 200
r*%. Mahwah,NJ 07430
118,2017
,edEx# 778937964574
n of Southold
)5 Route 25
hold,NY 11971
Building Department
Building Permit Application for—21855 Country Rd.Cutchogue,NY
MTA Site#-1Z15P1/Crown Castle Tower#8o6579
truction Official,
ased please find the signed and notarized Building permit application for the proposed MTA
llation at the above referenced telecommunication tower. Also enclosed are the following:
Zoning Exemption Letter for the MTA
4 signed&stamped sets of Construction drawings
3 signed&stamped copies of the structural letter
Check#11564 in the amount of$50 for application fee
1 copy of the survey
the review is complete and a permit is ready to be issued,please notify me of any fees,and I will
light a check with a return FedEx envelope and label.
e meantime,feel free to contact me with any questions or concerns.
rely, �� •
ID KILLION
Estate Specialist/Services/East Area
01)316-9167 M:(201)314-1317
The Foundation for a Wireless World.
CrownCastle.com
OF SOUTHOLD BUILDINU PERMIT APPLICATION CHECKLIST
NG DEPARTMENT Do you have or need the following,before applying?
HALL Board of Health
.OLD,NY 11971 4 sets of Building Plans
31)765-1802 Planning Board approval
31)765-9502 Sury
dtownuy.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
20_ Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
20 Mail to: David Killion I Crnvm Castle
✓ed a/c 12n0 MacArthur Blvd Ste 200
Phone:
n 201-316-9167
D
0__Building Inspector
APO 24 20 Building
FOR BUILDING PERMIT
BUILDING DEPT, Date A 20
TOWN OF SOUTHOLD INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
dans,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
id 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
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
Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
y have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
i 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
g Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Lions,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
nt agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
zed inspectors on premises and in building for necessary inspections.
Crown Castle for MTA
(Signature of applicant or name,if a corporation)
1200 MacArthur Blvd.,Ste 200 Mahwah,NJ
(Iviailing address of applicant)07430 .
vhether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Owner and agent of lessee
of owner of premises Crown Castle
(As on the tax roll or latest deed)
licant is a rat n,ssi natyryof duly authorized officer
(Name and title o£corporateeoofffice`r)
ers License No.
>ers License No.
icians License No.
Trade's License No.
kation of land on which proposed work will be done:
21 FILM C.01INTRY Rn (utrhoguP NY 11Q3ri
ouse Number Street Hamlet
ounty Tax Map No.1000 Section 96 Block 1 Lot 19.1
livision Filed Map No. Lot
existing use and occupancy of premises and intended use and occupancy of proposed construction:
L. Existing use and occupancy wireleee rxtmmuniratinnc
�. Intended use and occupancy no change
ire of work(check which applicable):New Building Addition Alteration X
air Removal Demolition Other Work
(Description)
mated Cost -7 K Fee
(To be paid on filing this application)
?yelling,number of dwelling units Number of dwelling units on each floor
srage,number of cars
.rsiness,commercial or mixed occupancy,specify nature and extent of each type of use.
tensions of existing structures,if any:Front Rear Depth
ght Number of Stories
tensions of same structure with alterations or additions:Front Rear
3th Height Number of Stories
pensions of entire new construction:Front Rear Depth
ight Number of Stories
e of lot:Front Reaz Depth
:e of Purchase Name of Former Owner
to or use district in which premises are situated liaht industrial
es proposed construction violate any zoning law,ordinance or regulation?YES_NOS
11 lot be re-graded?YES_NQ__)LWiII excess fill be removed from premises?YES_NO_
mes of Owner of premises Address Phone No.
me of Architect Address Phone No
me of Contractor Address Phone No.
s this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO x
YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
s this property within 300 feet of a tidal wetland?*YES NO
YES,D.E.C.PERMITS MAY BE REQUIRED.
Ovide survey,to scale,with accurate foundation plan and distances to property lines.
elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
re there any covenants and restrictions with respect to this property?*YES NO x
YES,PROVIDE A COPY.
C�Gw SCrS>r�-1 ,
E OF 9M)
SS:
QTY OF�6.1
David Killion being duly swom,deposes and says that(s)he is the applicant
Name of individual signing contract)above named,
is the
(Contractor,Agent,Corporate Officer,etc.)
d owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
Il statements contained in this application are true to the best of his knowledge and belief;and that the work will be
rmed in the manner set forth in the application filed therewith.
n to before me this
_day of 201
KIMBERLY MYL
Notary Plbblic ARYP08LIC-OFNEW JERSEY Signaturle ofApplicant
Comm.# 50052443
My Cortrcnissim Explres 11102022
I
2 Broadway
New York.NY 10004
212 878-7000 Tel
Metropolitan Transportation Authority
State of New York
October 7,2016
Ms.Evelyn Radowicz
Manager
Green Mountain Integrated Communications Solutions
702 Riverwood Drive
Pembroke,New Hampshire 03275
Re: Statutory Exemption from Local Laws,Resolutions,etc.benefitting the
Metropolitan Transportation Authority(the"MTA")
Dear Ms.Radowicz:
You have asked for the statutory authority for the MTA's exemption from local zoning
regulations. The MTA is a New York State public authority whose purposes are the
"continuance,further development and improvement of commuter transportation and
other services related thereto"within the Metropolitan Commuter Transportation District.
[New York Public Authorities Law§1264(1)] The New York Legislature has"found and
declared that such purposes are in all respects for the benefit of the people of the state of
New York and the authority shall be regarded as performing an essential governmental
function in carrying out its purposes and in exercising the powers granted by this title"
[New York Public Authorities Law§1264(2)]
Recognizing that the MTA operates a transportation system in New York City
boroughs and seven surrounding counties and that it would impracticable for it to do so if
it was subject to the separate,often conflicting,laws and regulations of the hundreds of
local jurisdictions in which it operates,the New York Legislature expressly provided in
New York Public Authorities Law§1266(8)that the MTA is not subject to such local
jurisdiction. Section 1266(8)provides that"no municipality or political subdivision,
including but not limited to a county,city,village,town or school or other district shall
have jurisdiction over any facilities of[the MTA or its operating agencies]"(bracketed'
text supplied). The first paragraph of Section 1266(8)is provided below for your
convenience,and I have highlighted the relevant text with bold,underscore and italics
(please note that the references to"the authority"are references to the MTA).
"8.The authority may do all ilrings it deems necessary,convenient or desirable to
manage,control and direct the maintenance and operation of transportation facilities,
equipment or real property operated by or under contract,lease or other arrangement
with the authority and its subsidiaries,and New York city transit authority and its
subsidiaries. Except as hereinafter specially provided,no municipality or political
subdivision,including but not limited to a county,city,village,town or school or
The egencles of the MTA
MTA New York City Transit MTA Metro-North Railroad MTA Capital Construction
MTA Long Island Rail Road MTA Bridges and Tunnels MTA Bus Company
other district shall have iurisdictiol:over any facilities of tire authority and its
subsidiaries and New York city transit authority and its subsidiaries or any of their
activities oro erations. The local lmvs resolutions orduimices rides and
re ulations of a nuuricipality or political subdivision heretofore or hereafter
adopted,conAictina viti,this title or any rule or reeidation of the all hority or its
subsidiaries or New York city transit authority or its subsidiaries shall not be
applicable to the activities or operations of the authority and its subsidiaries,and
New York city transit authority or the facilities of the authority and its subsidiaries.
and Neiv York city transit authority mrd its subsidiaries exceptsuch facihttes that
are devoted to purposes other than transportation or transit purposes. Each
municipality or"political subdivision,including but not limited to a county,city,
village,town or district in which any facilities of the authority or its subsidiaries,or
New York city transit authority or its subsidiaries are located shall provide for such
facilities police,fire and health protection services of the same character and to the
same extent as those provided for residents of such municipality or political
subdivision."
The proposed wireless communications facilities are a necessary element of the new
MTA Police Department radio network,identified as the Metropolitan Regional Radio
System(the"MRRS")that provides an essential governmental function,namely
supporting the safety of millions of our customers. The MTA has taken extraordinary
steps to site the police radio towers in locations that have the least impact on the affected
communities while maintaining the necessary coverage levels. The proposed sites are the
only feasible alternative. A controlling line of case law confirms the applicability of the
Section 1266(8)exemption in the context of transportation-related activities such as the
installation and operation of police radio telecommunications towers.And it firmly
establishes that such exemptions extend to contractors and licensees providing
transportation-related services and facilities for the benefit of the MTA and its agencies.
We can provide copies of those cases upon request.
Harris Corporation,and its subcontractor,Green Mountain Integrated
Communications Solutions,are authorized to include this letter with each permit
application to facilitate construction at the designated sites in the MRRS.
If you have any questions or comments,please call me at(212)878-7020.
Very truly yo r
aurice D.Chapman
cc:Mr.Mark O'Shea(Special Projects,Long Island Rail Road)
Mr.George McDonald(MTA Real Estate)
Jerome F.Page,Esq.(General Counsel,MTA)
Andrea Ascher,Esq.(Deputy General Counsel,MTA)
Peter Sistrom,Esq.(Deputy General Counsel,MTA)
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex ��OF S0!/Tyo P.O. Box 1179
54375 State Route 25 ,`O l0 Southold, NY 11971
(cor.Main Rd. &Youngs Ave.) i. Telephone: 631 765-1938
Southold, NY T
cn �r wwvrr.southoldtowxiny.gov
couffm
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael J. Verity, Chief Building Inspector
From: Heather M. Lanza, AICP, Planning Director
Date: September 13, 2018
Re: Planning Department Report
Verizon Modifications and Up-grades
SCTM#1000-96-1-19.1
21855 County Road 48, Cutchogue
The Planning Board has found that the requirements of the above-referenced Verizon
modifications and up-grades have been completed based on the site inspection made
August 23, 2018. The improvements are in compliance with the General Requirements
of§280-70 and the Planning Department report dated April 8, 2015; therefore, we
recommend a Certificate of Occupancy be issued for this application.
Thank you for your cooperation.
PM
11hboll1low
mum WA
Consultants, Inc.
tVia Federal Express 2017
June 30, 2017 oldToWn
ing Board
Brian Cummings, Planner
Town Hall Annex Building
54375 Route 25
Southold,New York 11971
Re: 806579/1Z15P1 —Metropolitan Transportation Authority of New York
21855 Country Road 48
Dear Brian,
Enclosed please find five (5)copies of Cityscape's review for the above
referenced facility application for equipment modification and upgrade. Please let us
know if you have any questions or comments regarding our analysis.
Sincerely,
Elizabeth Herington-Smith
Enclosures
7050 W. Palmetto Park Road#15-652-Boca Raton, FL 33433-3483
Tel: 877-438-2851 •Fax:877-220-4593
State of New York ; - '4��„ 3u1
Telecommunications Site Review �'����,����' '�� "S'd
Consultants, Inc.
Equipment Upgrade
7050 W.Palmetto Park Road#1552
Boca Raton, Florida 33433
Tel:877-438-2851 Fax:877-220-4593
June 29, 2017 Kjg
3 2017
Ms. Heather M. Lanza, AICPPlanning Director oayrd
Town Hall Annex Building
54375 Route 25
Southold, New York 11971
RE: 806579/ 1Z15P1 -Metropolitan Transportation Authority of New York
Crown Castle Site/Facility: 806579- Address: 21855 Country Road 48
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 Metropolitan Transportation Authority of New York
("MTA" or "Applicant") to modify and upgrade antennas and electronic equipment to an
existing monopole-type support structure. The facility is owned by Crown Castle and is located
at 21855 Country Road 48 in Cutchogue, see figure 1.
The subject tower currently holds all current New York MSA licensed cellular-type
operators (AT&T, Sprint/Nextel, T-Mobile/MetroPCS, and Verizon) mounted on the tower. The
applicant has stated they propose to add equipment for their internal communications, which
CityScape has confirmed. Additionally, the Applicant proposes to utilize a monolithic shelter at
ground level and a diesel generator to provide emergency back-up electrical service within the
existing ground compound area.
The subject tower is a total elevation of one hundred eight (108) feet with antenna base
for MTA mounted at the one hundred seven (107) foot elevation. The Applicant's antennas will
extend above the tower top with a center of radiation level at one hundred seventeen (117) feet
and one hundred nineteen (119) feet, see figure 2. The top mounted antennas consist of two (20)
omni directional whip-type antennas.
Metropolitan Transportation Authority of New York 144800 IF" 00MEMrMEMEEMEEMEN
806579/1Z15P1 mrd 7 �r—L
n 1 '�'1► i par- , 1 0 1
21855 Country Road •\rr\��1rrl (mead
June 29,2017 Consultants, Inc.
Page 2 Telecommunications Site Review
New York- Equipment Upgrade
The Applicant's final antenna configuration will consist of two (2) whip-type antennas
the base of the antenna will be located at the same level, see figure 3. Interconnecting the
antennas will be the one (1) 1.625 inch feed line for transmit, one (1) 0.875 inch feed line for
receive and one (1) 0.5 inch feed line for TTA codex communications. The Applicant submitted
an initial Structural Analysis Report dated August 11, 2016 and a supplemental Structural
Opinion Letter dated March 14, 2017. The analysis states two (2) of the feed lines are to be
mounted externally based on the fact that previous feed lines have been externally mounted, see
figure 4.
Previous upgrades at the facility, all for fourth generation (4G) upgrades, have included
Sprint/Nextel in 2012, AT&T in 2013, T-Mobile in 2014 and Verizon Wireless in 2015. In
2013, the tower required modifications to remain in compliance and following the AT&T
upgrades, the tower stress rating was 92.8%. T-Mobile upgrades that followed in 2014 included
removal of unused equipment which resulted ion a tower rating reduction to88.6%. Thereafter,
additional upgrades by Verizon in 2015 increased the structural capacity to 93.5% which in the
allowable limit for the support structure at 105%. The underlying foundation was 73.2% out of
an allowable maximum of 110%.
The multiple tower stress ratings is important because the overall tower stress rating
following the proposed MTA modifications will reduce the overall rating of the structure. The
tower, when built was required to use the ANSI/ELVTIA-222 F, Series II, Exposure Category D,
which is a higher standard because the tower is located near open water. In 2015, the IBC
created an exception that changed the computation methodology for all towers located near open
bodies of water. Exposure Category D was downgraded to 16 times the height of the tower.
This is acceptable because the current distance that would require an Exposure D rating is 1,728
feet, and the tower is actually 5,187 feet from the closest open body of water, see figure 5.
The Applicant's submitted an updated Structural Analysis Report dated March 14, 2017,
which was conducted using the accepted ANSI/EIA/TIA-222-G standard and Exposure Category
C, using Exception 5 of the 2015 IBC. The new tower rating, following the proposed MTA
addition, will be 78.8% out of a maximum 105%, see figure 6. The new rating will be of
sufficient capacity to maintain the existing and proposed equipment for the subject tower, with
potential additional tower capacity for future carrier upgrades and modifications.
Metropolitan Transportation Authority of New York144800 IP-4- .10NEEr`NOMEEMMM
806579/1Z15P1 1 uj a,C-" rim O
21855 Country Road aid be 'Srrtid ■ti
June 29,2017 Consultants, Inc.
Page 3 Telecommunications Site Review
New York- Equipment Upgrade
The Applicant did not submit calculations to assure compliance with all FCC standards
regarding human exposure to Radio Frequency energy. CityScape does not believe new
calculations are necessary or required because the subject power levels with the mounted antenna
elevation on the monopole are a sufficient distance from general human presence, which the
FCC has determined, is greater than theoretical calculations necessary. The Applicant's
frequencies operate in a range outside of the Town's wireless services and should not be an
interference concern to the Town's public safety communications as long as the operator
complies with applicable federal interference rules.
All designs and plans for the proposed new facilities were developed according to
accepted practices of RF propagation engineering, structural capacity and the persons completing
all work are sufficiently qualified within their disciplines.
I certify that to the best of my knowledge all of the information included herein is
accurate at the time of this report; therefore CityScape recommends approval with the following
conditions:
1. The proposed emergency power generator shall conform to the Town's noise limit
of 45db; and,
2. The emergency generator shall be tested only between the hours of 9:00 a.m. and
4:00 p.m. Monday through Friday.
Respectfully submitted,
�tW- 1-
Richard L. Edwards
FCC Licensed
PCIA Certified
CityScape Consultants, Inc.
Metropolitan Transportation Authority of New York144800 � '0ONEEPPIqUEENEENEW
806579/1Z15P1 t End, �� , ��,, r-T G
1 •7 li A.' Pilo ro-Tir I � �
21855 Country Road '��uf���unrl rS1
June 29,2017 Consultants, Inc.
Page 4 Telecommunications Site Review
New York- Equipment Upgrade
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FIgure 1. Site Location
Metropolitan Transportation Authority of New York144800 Vim! It/����`s■��������
806579/ 1Z15P1 ► W-1 u 0 T 1'41. Jr!T I V
21855 Country Road bodrrr"JrldSMAJrl rind
June 29,2017 Consultants, Inc.
Page 5 Telecommunications Site Review
New York- Equipment Upgrade
~ Subject WA antennas
3
1 1
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TOMER DESIGN NOTES
T 7 ISrw r 1r.Fa
r p�wr1 PM:..i,_b II�7'n•Jil::'i�..•.lri
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Paul J.Ford and Company :t 'MP rtd8.5'DQ•NYCua»o ue 458T80
250 E.arum Sireel,suite 600 `�PCW ln's-0232 �
-alurnbus,LH 43215
=ho-a rr:G' �}•. Li^hN.'=LAI - Yw-7iidi "" 6'1utA " NTS
FAX C'e...te A I C6 ''
Figure 2. Tower Elevation
Metropolitan Transportation Authority of New York 144800 �—%- .®MEMr"NEMENE■MEN
r add—t:
806579/1Z15P1
21855 Country Road ■e��d�ll�".�rlr���r�rl 1ri�li
June 29,2017 Consultants, Inc.
Page 6 Telecommunications Site Review
New York- Equipment Upgrade
E�f T Et�i•JN alae uPR:r,HT
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ANTENNA ORIENTATION S
NOT Tp 5(-.•A F
Figure 3. Final Antenna Configuration
Metropolitan Transportation Authority of New York]-44800 F0011-fir-: 7,1111-1-IOmmmpoogm mmmmmmmm
806579/1Z15P1
�� I �.'L'b 1 �T o I t 1
21855 Country Road �r�WNW-9
June 29,2017 Consultants, Inc.
Page 7 Telecommunications Site Review
New York- Equipment Upgrade
August?1.,2016
M9.5 Ft,b!onor a&rcner St..tlLrst AnarySl5 CC?BU NO 506579
Pro t
1Vwntrer375?6-2096.X2.7&^5,A,^prr_ahon 3.1.2390.fterSCn 4 Yager 26
APPENDIX B
BASE LEVEL DRAWING
r ACDA
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u rwu Kfelt r t v 108 rt I
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Figure 4. Feed Line Installation
Fstawer
CTION
a 108.5 ft Monopole ta�ler desig^ed by ENGINEERED ENDEAVORS, INC.in August of 1991.The
rig-ally designed for a w.nd soeec of 8C mph per EIA-222-D.
2) ANALYSIS CRITERIA
Th,s analysis has been performed in accordance with the 2015 Intemational Building Code based upon an
ultimate 3-second gust wind speed of 135 mph cor^verted to a nominal 3-second gust wird speed of 105 mph
per section 1609.3.1 as required for use in the ANSUTIA-222-6-2005 Standard.'Structural Standard for
Antenna Supporting Structures and Antennas".with ANSIITIA-222-G-1-2007 and ANSI?IA-222-G-2-2079
Addenda per Exception#5 of Section 1609.1.1. Risk Category 11. Exposure Category C and Topographic
Category 1 with a maximum Topographic Factor, Kzt,of 1.0 were used in this ana
Figure 5. ANSUEIA/TIA 222 G Exception
Metropolitan Transportation Authority of New York144800 r-1111111.
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806579/ 1Z15P1 l -�,- V ��' tea i s"1—er�r^ar�F;T
l --I It � 3
21855 Country Road !�I/r`Iri " `MO
June 29,2017 Consultants, Inc.
Page 8 Telecommunications Site Review
New York- Equipment Upgrade
RAU MANY RD
PJF
Dnic Auqust 11,2016
Chilly]&fut!1,: Paul 1 rw'l:rit;,C:cmr;,an'y
('rnwri(.' :)!10 E W(N69`r1rr,Nrt,Suik. 6(X)
.3530 Torn<lrlrnr WW">ult(r 30D Crywnlnar,,OH 43215
Chask-,Q s,NK:2AW77 nr,rrf(ayrlyfrl'1+11'NaG cnnl
Subject: Struclural Analysis Report
Carrier Dosionarlort; Nerropollien Tronsporfaflov Auth NY Co-Locale
Carrier site Numbar, 1Z``5171
Catriet Sne Nan'r�G Cu1N,orl fa
Crown Castle 1)o0grtatlon: Crown Castle all Number:
Crown Castle Site Name: NY C rtrlulnuu loN2H0
Crown Castle JOE Jab Number: iiFr:i11EM
Crown Castle Work Order Number, 1:•131117
Crown Castle Application Number, 3403gn Pev 4
Engineering Flrrn aeslgnaffon. Paul J.Ford and Company Project Number: 3Tl,1ri�2(9-6 b42 75+15
Site Dots: 211155 COUNTRY RD,CUTCHOGUE,Suffolk County,NY
Latllude 41'V46:57",Long{tudo-12'19'30.29"
100.5 Foot-Monopole Tower
lbiiir(�horyl`�r:lRull[
f'rtul.l rani and C_.nniparly I•,pl.1,1$r1d if, r,uBatrl 1111%•'Stnictural Analysis Report" to dotormino Mfr arv::tutW
Intorlidy of lN.,aGuNrr rrienlione;l luovor ?h,ri onaiy'sis has bnuri peilufr"d in"_cor.3alxb with tho Crown Casllti;
Stoiclurtll'Staivirorit or WoO. ;nil the harms o1 Grown Ca.nr Put-al-Order Number 93511f fri I-Kcwdrn
wllts apr i[:rilun A03FA),foviflun 4
The purpasrt of 11111 analysis :!c la datennine aoc(YJI::-t r1, rA Ikatj tower stress lu:el B(iuod on(ma :i ,lysis we
haver dKilourinvo thn tower,bes levol for the atnxllir MId fuurn".nL:ui,undar lht-follawing 10-v1 case,to be-
t,^ (.xistfng•Re,mfve:c -Proporwa Cquip•nanl Sufficient Capacity
Nm. S • I,U'k i and foUm 11 1;11 Ir»VD;-C1W1 n-.l ro 4*`tr+vey
I his anFaiysls hn!;hnnn pcMarm-x1 In raao(danco with lho 2015 Internabonal auildeV Code torsed 001`1 an
ultunaia 3-sa,nnq gust rand spoil of 135 mph coil itited to a nomirwt 3-second gust wind speed of!0!,mph
per soctrcui 1609.3 1 as required for use in Ihr ANSIfTIA-222-G•2006 Standard,5tiuctvrril Standard for
Ardnnn i Supporting Struclurov and Antann:t with ANSI/T IA-222-Ca•1.2007 and ANS11TIA•222-G-2.2109
Addond r pitr Excr.+plron a5 of Seclion 16o9'.1 RLsk Catogory I I.Exposwe CatteryC and Topcwaphrc
ateoory 1 w-tti a max-murn Topographic F;wtof,Kzt,of 1 0 veru used in this analysis.
Wc-,--t f'aui J Px l w-ff Cevnu:trlY opine bate 1he opportunity&providing otnr t=onnnuing profs+s%ioria'..s,6rvices 10
yno and Crown{astlr! if you have+any quesUon5 or no(id hirther assistanr_a On tnrs or any ocher prc;iLM
please otve us as
F{es^eclfull sub r5itlatl by- t ��Gof KEW yO
y ` �.
L! e%% TON Cil" P q�p 9�
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Stress Ratinpn - Cr
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91ruct-vial[Designer Y�'f 78.80(11 Z
s ,v
SOA 099952 �� -
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hrxTo,vnr Repot-,•:r:ian;.o 5_1 AUG 1 1 21Di
Figure 6. Structural Analysis Report
Metropolitan Transportation Authority of New York 144800 sod-1:
806579/ 1Z15P1 P n' � •�,-
21855 Country Road aNdwk ''Arodandorl IriWA
June 29,2017 Consultants, Inc.
Page 9 Telecommunications Site Review
New York- Equipment Upgrade
At
Subject ToN�
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Exhibit A. Map Location
Metropolitan Transportation Authority of New York 144800 'OPMEEP"'"NEENNEEMEN
► •��: ���.•ter_�__�r_���
806579/ 1Z15P1 l �� II t-�► ��-a, I s oa
21855 Country Road \��r`�"•■r■■��anlol r\��
June 29,2017 Consultants, Inc.
Page 10 Telecommunications Site Review
New York- Equipment Upgrade
low-
t �
Exhibit B. Facility
State of New York Ik OW-11
Telecommunications Site Review tidwbel.s"a'd"INl WE'
Consultants, Inc.
Equipment Upgrade 7050 W.Palmetto Park Road#15-652
Boca Raton, Florida 33433
Tel:877-438-2851 Fax:877-220-4593
June 29, 2017
Ms. Heather M. Lanza, AICP
Planning Director
Town Hall Annex Building
54375 Route 25
Southold,New York 11971
RE: 806579/ 1Z15P1 - Metropolitan Transportation Authority of New York
Crown Castle Site/Facility: 806579 - Address: 21855 Country Road 48
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 Metropolitan Transportation Authority of New York
("MTA" or "Applicant") to modify and upgrade antennas and electronic equipment to an
existing monopole-type support structure. The facility is owned by Crown Castle and is located
at 21855 Country Road 48 in Cutchogue, see figure 1.
The subject tower currently holds all current New York MSA licensed cellular-type
operators (AT&T, Sprint/Nextel, T-Mobile/MetroPCS, and Verizon) mounted on the tower. The
applicant has stated they propose to add equipment for their internal communications, which
CityScape has confirmed. Additionally, the Applicant proposes to utilize a monolithic shelter at
ground level and a diesel generator to provide emergency back-up electrical service within the
existing ground compound area.
The subject tower is a total elevation of one hundred eight (108) feet with antenna base
for MTA mounted at the one hundred seven (107) foot elevation. The Applicant's antennas will
extend above the tower top with a center of radiation level at one hundred seventeen (117) feet
and one hundred nineteen (119) feet, see figure 2. The top mounted antennas consist of two (20)
omni directional whip-type antennas.
Metropolitan Transportation Authority of New York144800
806579/1Z15P1 ► W-1 1 IS, I V110 I W"?dF iT
21855 Country Road bodr sle "Mr- I MEN
June 29,2017 Consultants, Inc.
Page 2 Telecommunications Site Review
New York- Equipment Upgrade
The Applicant's final antenna configuration will consist of two (2) whip-type antennas
the base of the antenna will be located at the same level, see figure 3. Interconnecting the
antennas will be the one (1) 1.625 inch feed line for transmit, one (1) 0.875 inch feed line for
receive and one (1) 0.5 inch feed line for TTA codex communications. The Applicant submitted
an initial Structural Analysis Report dated August 11, 2016 and a supplemental Structural
Opinion Letter dated March 14, 2017. The analysis states two (2) of the feed lines are to be
mounted externally based on the fact that previous feed lines have been externally mounted, see
figure 4.
Previous upgrades at the facility, all for fourth generation (4G) upgrades, have included
Sprint/Nextel in 2012, AT&T in 2013, T-Mobile in 2014 and Verizon Wireless in 2015. In
2013, the tower required modifications to remain in compliance and following the AT&T
upgrades, the tower stress rating was 92.8%. T-Mobile upgrades that followed in 2014 included
removal of unused equipment which resulted ion a tower rating reduction to88.6%. Thereafter,
additional upgrades by Verizon in 2015 increased the structural capacity to 93.5% which in the
allowable limit for the support structure at 105%. The underlying foundation was 73.2% out of
an allowable maximum of 110%.
The multiple tower stress ratings is important because the overall tower stress rating
following the proposed MTA modifications will reduce the overall rating of the structure. The
tower, when built was required to use the ANSI/EIA/TIA-222 F, Series II, Exposure Category D,
which is a higher standard because the tower is located near open water. In 2015, the IBC
created an exception that changed the computation methodology for all towers located near open
bodies of water. Exposure Category D was downgraded to 16 times the height of the tower.
This is acceptable because the current distance that would require an Exposure D rating is 1,728
feet, and the tower is actually 5,187 feet from the closest open body of water, see figure 5.
The Applicant's submitted an updated Structural Analysis Report dated March 14, 2017,
which was conducted using the accepted ANSI/EIA/TIA-222-G standard and Exposure Category
C, using Exception 5 of the 2015 IBC. The new tower rating, following the proposed MTA
addition, will be 78.8% out of a maximum 105%, see figure 6. The new rating will be of
sufficient capacity to maintain the existing and proposed equipment for the subject tower, with
potential additional tower capacity for future carrier upgrades and modifications.
Metropolitan Transportation Authority of New York144800
806579/1Z15P1 ► &,w,-
W-1 11 M I X"b 1 W"I`oi 1 G 1 a
21855 Country Road ■��r��"• ■O�
June 29,2017 Consultants, Inc.
Page 3 Telecommunications Site Review
New York- Equipment Upgrade
The Applicant did not submit calculations to assure compliance with all FCC standards
regarding human exposure to Radio Frequency energy. Cityscape does not believe new
calculations are necessary or required because the subject power levels with the mounted antenna
elevation on the monopole are a sufficient distance from general human presence, which the
FCC has determined, is greater than theoretical calculations necessary. The Applicant's
frequencies operate in a range outside of the Town's wireless services and should not be an
interference concern to the Town's public safety communications as long as the operator
complies with applicable federal interference rules.
All designs and plans for the proposed new facilities were developed according to
accepted practices of RF propagation engineering, structural capacity and the persons completing
all work are sufficiently qualified within their disciplines.
I certify that to the best of my knowledge all of the information included herein is
accurate at the time of this report; therefore Cityscape recommends approval with the following
conditions:
1. The proposed emergency power generator shall conform to the Town's noise limit
of 45db; and,
2. The emergency generator shall be tested only between the hours of 9:00 a.m. and
4:00 p.m. Monday through Friday.
Respectfully submitted,
4/. - -
Richard L. Edwards
FCC Licensed
PCIA Certified
Cityscape Consultants, Inc.
Metropolitan Transportation Authority of New York144800 Ir"a4l r/NEEr^NEEMENNEEM
ad
d-1:aY'V-).•ter-t��r'-
806579/1Z15P1 ► �� 1 �"�� 1 iT i T
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June 29,2017 Consultants, Inc.
Page 4 Telecommunications Site Review
New York- Equipment Upgrade
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Figure 1. Site Location
Metropolitan Transportation Authority of New York144800 - �3
806579/ 1Z15P1 r ' r—�Jr r
21855 Country Road bollrrrl "��������� wood
June 29,2017 Consultants, Inc.
Page 5 Telecommunications Site Review
New York- Equipment Upgrade
Subject TNITA antennas
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^ Pau!J.Ford and Compam• 100'MP w/8.5'Ext:NY Cutebo ue 958280
' 250 E.BruB-1 S1tee1,Suite 600 PJFS 37515027:.
♦�� 002 Td05 SW A'>5>79�
Gdurabus,GH 43215
=1'G-ti` m:CY..ri.'1t''MCG.'Cm -' IU-:ilR CN1L1t. nln
FAX 04..48 etC5 E1
Figure 2. Tower Elevation
Metropolitan Transportation Authority of New York144800
P P h r aw-i:
806579/ 1Z15P1 ► •--1 u 4 1 L-rs ; I • i --a
21855 Country Road ■Ndr`if°Jlr19badMINl ■ ffiNd
June 29,2017 Consultants, Inc.
Page 6 Telecommunications Site Review
New York- Equipment Upgrade
Ex-=�: -'A}IPE IPMK
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t ANTENNA ORIENTATION S
NOT TO SCA'.F
Figure 3. Final Antenna Configuration
Metropolitan Transportation Authority of New York144800 ��� 1oommmrmqmmmmmmmmmm
806579/ 1Z15P1 ( Ned �����r--z, rr c
�-1 IIS.`t'h 1 �ra7 1
21855 Country Road 111111MLIF '111000m•mbd wMad
June 29,2017 Consultants, Inc.
Page 7 Telecommunications Site Review
New York- Equipment Upgrade
August 1 f,2016
108.5 Ft Monopere Taemr SMuM.Iaf Analysis M BU NO 806579
r•rc nr Number 375;8-2J%.0027805,Aagi( ation 340390,RErSCn 4 :_::26
APPENDIX B
BASE LEVEL DRAWING
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Figure 4. Feed Line Installation
1)INTRODUCTION
This tower is a 108.5 ft Monopole to w designed by ENGINEERED ENDEAVORS, INC.in August of 1991.The
tower was orig pally designed fora wind speed of BO mph per EIA-222-D.
2)ANALYSIS CRITERIA
This analysis has been performed in accordance with the 2015 International Building Code based upon an
ultmate 3-second gust wind speed of 135 mph converted to a nominal 3-second gust wired speed of 105 mph
ger sections 1609.3.1 as required for use in the ANS11TIA-222-G-2005 Standard, `Structural Standard for
A.tenna Supporting Structures and Antennas'.with ANSI'TIA-222-G-1-2007 and ANSI.TIA-222-G-2-2C09
Addenda oer Exception#5 of Section 1609.1.1. Risk Category 11. Exposure Category C and Topographic
Category 1 with a maximum Topographic Factor, Kzt,of 1.0 were used in this analysis.
Figure 5. ANSI/EIA/TIA 222 G Exception
Metropolitan Transportation Authority of New York144800 If T s- ..� —N=r-.- c
806579/ 1Z15P1 ► W-1iia r A-le o�:r T
21855 Country Road ■>•rrr�'��Itellti�llllr� MAIN-
June
A
June 29,2017 Consultants, Inc.
Page 8 Telecommunications Site Review
New York- Equipment Upgrade
0F &A o M FA N Y R
Date. August 11,2016
Cholyl Schultz Paul J.Ford and Cornwy
Crown CosIM 250 F Broad Street,Suite 600
3530 Toringdon Wny$uite 300 Cohanbus,ON 43216
Charsotto,NC 25277 "WropgMNI'voeb.com
Subject. Structural Analysts Report
Carrierposlgrtalfon: Air•frojxrl(fan rr.,nvl,c.rtation.AuthNYCo-Locate
(;ardor Slrr Numbor 1215P1
Certifier Bite Name! CC Cutchwie
Crown Castle Desdgrteflon, Crown Castle fit)rlun,l or' , ,' , ue 9SOZd0
Crown Castle•,u.,N.,rnr
Crown Castle JOE Job Number, 379909
Crown Cs--lls Work Order Numb,-r: 1243197
Crown Ca-.09 Application Number. 340390 Rev 4
Engfnerrring Fkm aeaignatlon: Paul J.Fond and Company Project"umbar. 37516.20.002 7505
She Data. 21t3',5 c ouNTRY RD,CUTCHOOUE,suflotk County,NY
Latitude 41.1x46.87",Longitude-72'29*50.29"
1011.15 Foot-Monopole Tower
Basi Cheryl Sdnultz.
�:nrtrf,any In plunarxl to sub n4 thin"Structural Analysts Report"to doterminn 11-tn structure)
Integrtly or the above mantronod t(ravor 1 hre analysis has beon performed in arc-dAl ur with 11110 Crown Castle
Structural of Worit-and ttw tonne of Crown Castle Pufcnase Ordaz Numt wr r1'61 Tt.,an,a,.Or,!u,:v
with application 340390,revision 4
The purpose of the analysis it to dotwmim My of trio tower stress level Based on otr analysis we
hnvr determined the towe'stress Mtvel for tltn 1 tr.x.uu and t Lirxiabori.under the following IoM case,to be-
LC7-Eriristing- Resorvatt•Proposed Equipment SuHldent Capacity
We 5o*140*1.M Tat"it 4v Pa proansed erd emtrga" •.r4d K,edinp,m Merely.
r,• analysts hal twon performud In eccordanco vnih th.•2015 International Building Cada based upon an
tdtlmato 3-.ocorid gust viand speed of 135 mph convuttwo to a nominal 3-second gust wind speed of 105 mph
per aw.tlon 1609 3 1 as squired for use to the AN Sill IA-222-0-2005 Standard,"Structural Standard for
Ardonna Supporting Structures and Antenna+',with ANSIITtA-222-4E-1-2007 and ANSIMA-222-G-2-2009
Aduorxlti par Exception K5 of Section 1609 1 1 Risk Category 11,Exposure Category C and Topographic
<_aba9nry 1 with n miximum Topo9r1phtr FaMnr, it of 10 were used in this an(llysly.
We at Paul J.Fwd NO Company appreciate the opportunity of providing our continuing professlonat services to
you and Crown Castle If you have any questions or need further assistance on the or any other prolws
Respectfully submitted by ��0V NEW F
New Tower �� K ^Fg4'o0
Stress Rating o� i
Morgan Scroggy,E I
78.8"/1111N W
S1ru.:htnt Designer 4�"f s � -
U
COQ 488952
q0-- A
tnx7ower Report-Verden 7.4.5.1 AUG 112011
Figure 6. Structural Analysis Report
Metropolitan Transportation Authority of New York 144800 •—% T 70P!EM�RENNEENEEM�
r ow-i:9. • r--T r-_r
806579/1Z15P1 ,1-10, 1 war-.i
21855 Country Road .ir/\�i�r� ritrA
June 29,2017 Consultants, Inc.
Page 9 Telecommunications Site Review
New York- Equipment Upgrade
f
AV
TTT 1
SIjbiect Tower
V �
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i
Exhibit A. Map Location
mud s�■■rte■■■�■■�■■■
Metropolitan Transportation Authority of New York 144800 r --1: ��
806579/ 1Z15P1 ► W-1 u a V R-lb i ONF o .-i
21855 Country Road ■mdolk r''Mr11l\M&W■1 rf�d
June 29,2017 Consultants, Inc.
Page 10 Telecommunications Site Review
New York- Equipment Upgrade
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Exhibit B. Facility
State of New York -„A'l-L`Tt■�����t■��
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Telecommunications Site Review Owdmi �s"aftembf MEN
Consultants, Inc.
Equipment Upgrade
7050 W.Palmetto Park Road#1552
Boca Raton, Florida 33433
Tel:877-438-2851 Fax:877-220-4593
June 29, 2017
Ms. Heather M. Lanza, AICP
Planning Director
Town Hall Annex Building
54375 Route 25
Southold,New York 11971
RE: 806579/ 1Z15P1 - Metropolitan Transportation Authority of New York
Crown Castle Site/Facility: 806579 -Address: 21855 Country Road 48
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 Metropolitan Transportation Authority of New York
("MTA" or "Applicant") to modify and upgrade antennas and electronic equipment to an
existing monopole-type support structure. The facility is owned by Crown Castle and is located
at 21855 Country Road 48 in Cutchogue, see figure 1.
The subject tower currently holds all current New York MSA licensed cellular-type
operators (AT&T, Sprint/Nextel, T-Mobile/MetroPCS, and Verizon) mounted on the tower. The
applicant has stated they propose to add equipment for their internal communications, which
CityScape has confirmed. Additionally, the Applicant proposes to utilize a monolithic shelter at
ground level and a diesel generator to provide emergency back-up electrical service within the
existing ground compound area.
The subject tower is a total elevation of one hundred eight (108) feet with antenna base
for MTA mounted at the one hundred seven (107) foot elevation. The Applicant's antennas will
extend above the tower top with a center of radiation level at one hundred seventeen (117) feet
and one hundred nineteen (119)feet, see figure 2. The top mounted antennas consist of two (20)
omni directional whip-type antennas.
a
Metropolitan Transportation Authority of New York144800 P% 00MEMPO`ENNEENNEEN
�J �i t"t� o I O c�.d
218579/Country
DM 1104 AbalkNEWrl `fNd
21855 Country Road
June 29,2017 Consultants, Inc.
Page 2 Telecommunications Site Review
New York- Equipment Upgrade
The Applicant's final antenna configuration will consist of two (2) whip-type antennas
the base of the antenna will be located at the same level, see figure 3. Interconnecting the
antennas will be the one (1) 1.625 inch feed line for transmit, one (1) 0.875 inch feed line for
receive and one (1) 0.5 inch feed line for TTA codex communications. The Applicant submitted
an initial Structural Analysis Report dated August 11, 2016 and a supplemental Structural
Opinion Letter dated March 14, 2017. The analysis states two (2) of the feed lines are to be
mounted externally based on the fact that previous feed lines have been externally mounted, see
figure 4.
Previous upgrades at the facility, all for fourth generation (4G) upgrades, have included
Sprint/Nextel in 2012, AT&T in 2013, T-Mobile in 2014 and Verizon Wireless in 2015. In
2013, the tower required modifications to remain in compliance and following the AT&T
upgrades, the tower stress rating was 92.8%. T-Mobile upgrades that followed in 2014 included
removal of unused equipment which resulted ion a tower rating reduction to88.6%. Thereafter,
additional upgrades by Verizon in 2015 increased the structural capacity to 93.5% which in the
allowable limit for the support structure at 105%. The underlying foundation was 73.2% out of
an allowable maximum of 110%.
The multiple tower stress ratings is important because the overall tower stress rating
following the proposed MTA modifications will reduce the overall rating of the structure. The
tower, when built was required to use the ANSI/EIA/TIA-222 F, Series II, Exposure Category D,
which is a higher standard because the tower is located near open water. In 2015, the IBC
created an exception that changed the computation methodology for all towers located near open
bodies of water. Exposure Category D was downgraded to 16 times the height of the tower.
This is acceptable because the current distance that would require an Exposure D rating is 1,728
feet, and the tower is actually 5,187 feet from the closest open body of water, see figure 5.
The Applicant's submitted an updated Structural Analysis Report dated March 14, 2017,
which was conducted using the accepted ANSI/EIA/TIA-222-G standard and Exposure Category
C, using Exception 5 of the 2015 IBC. The new tower rating, following the proposed MTA
addition, will be 78.8% out of a maximum 105%, see figure 6. The new rating will be of
sufficient capacity to maintain the existing and proposed equipment for the subject tower, with
potential additional tower capacity for future carrier upgrades and modifications.
/�\ /■■■r"�■■■■■■■■
Metropolitan Transportation Authority of New York144800 ■`r
806579/1Z15P1 1 �� ■ Rei ��o II 0 T.
21855 Country Road �����r�"�rr��t�r■) Ir�r
June 29,2017 Consultants, Inc.
Page 3 Telecommunications Site Review
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The Applicant did not submit calculations to assure compliance with all FCC standards
regarding human exposure to Radio Frequency energy. Cityscape does not believe new
calculations are necessary or required because the subject power levels with the mounted antenna
elevation on the monopole are a sufficient distance from general human presence, which the
FCC has determined, is greater than theoretical calculations necessary. The Applicant's
frequencies operate in a range outside of the Town's wireless services and should not be an
interference concern to the Town's public safety communications as long as the operator
complies with applicable federal interference rules.
All designs and plans for the proposed new facilities were developed according to
accepted practices of RF propagation engineering, structural capacity and the persons completing
all work are sufficiently qualified within their disciplines.
I certify that to the best of my knowledge all of the information included herein is
accurate at the time of this report; therefore CityScape recommends approval with the following
conditions:
1. The proposed emergency power generator shall conform to the Town's noise limit
of 45db; and,
2. The emergency generator shall be tested only between the hours of 9:00 a.m. and
4:00 p.m. Monday through Friday.
Respectfully submitted,
4�& -
Richard L. Edwards
FCC Licensed
PCIA Certified
CityScape Consultants, Inc.
Metropolitan Transportation Awhority of New York 144800 ra! �7F\\\
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June 29,2017 Consultants, Inc.
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New York- Equipment Upgrade
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Figure 1. Site Location
Metropolitan Transportation Authority of New York144800 lr�% 100NEEPPIREMEMENNEEN
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806579/ IZ15PI L W-1 ii a , 1-11. 1 V;F.TiT7;.-
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June 29,2017 Consultants, Inc.
Page 5 Telecommunications Site Review
New York- Equipment Upgrade
Subject NITA antennas
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Figure 2. Tower Elevation
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June 29,2017 Consultants, Inc.
Page 6 Telecommunications Site Review
New York- Equipment Upgrade
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Figure 3. Final Antenna Configuration
Metropolitan Transportation Authority of New York 144800
806579/IZ15P1 �', � "t°r► 1 �� r�
21855 Country Road ■MdJ��'�.err\riti�rl MEN
June 29,2017 Consultants, Inc.
Page 7 Telecommunications Site Review
New York- Equipment Upgrade
August 11.2016
t 08.5 Fr A&Vnopnle r&AW Strn eturaf AnWysls M BU No 80657_
r'rula t�r .o Winer 37576-2096.0102.7W5.ApofManun N0390.Herman a Page 216
APPENDIX B
BASE LEVEL DRAWING
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Figure 4. Feed Line Installation
Fstovier
CTION
a 106.5 ft ManopoSe to.�er desig-ed by ENGINEERED ENDEAVORS,INC.in August of 1991.
rig-ally designed for ave nd speed of 6C mph per EIA-222-D.
2) ANALYSIS CRITERIA
Ths analysis has been performed in accordance with tr?e 2015 International Building Code based upon an
ult�mate 3-second gust wind speed of 135 mph converted to a nominal 3-second gust wind speed x/105 mph
Ger section 1609.3.1 as required for use in the ANSL(TIA-222-G-2005 Standard.'Structural Standard for
A. tenna Supporting Structures and Antennas",with ANSIIITIA-222-G-1-2007 and ANSIITIA-222-G-2-2009
Addenda per Exception#5 of Section 1609.1.1. Risk Category II. Exposure Category C and Topographic
Category 1 with a maximum Topographic Factor, Kzt, of 1.0 wt-e use in this analysis.
Figure 5. ANSUEIA/TIA 222 G Exception
SEE
Metropolitan Transportation Authority of New York144800 r ow ,7-9-3. •MEMEMEN-
806579/ 1Z15P1 ► •� a �_� t-�► ; �� .� i WT_
21855 Country Road ���rrfr 'dlrtta�t■�ultrl `���
June 29,2017 Consultants, Inc.
Page 8 Telecommunications Site Review
New York- Equipment Upgrade
PJFPAUL J. FORD
& COMPANY
Dale: August 11,2016
C beryl schutlz Paul J r ord ar;,d Camr,.I:y
f;'rnwu
4,n1lt0 ?!+0 E FlrNo sirnst,Sulle W)
3"63f1 TtRwVtnn Wily`ince 300 COuintrus,(W 4321b
t;haclzAtn,ta: J82,11 m,ic:nag ayrlP;yJhHnG com
Subject: Structural Analysis Roport
Carrier 0ovitgnafton moptropollfan tranmporfarlon Auft,NY Ce-locoW
c-irrlor Site Number:
Carrier$lie Name: c:C i,lrrShNjur7
Crown Castle tleefgnatlon: Crown Castle BIJ Number: RD61i1't
Crown Cattle Site Name: NY Cutch(4jua 959260
Crown Castle JDE Job Number :379g0f)
Crown Castte Work Order Number: 1243197
Crown Castle Application Number: 300330 Rev 4
Engfnaaring Firm Designarlon: Paul J.Ford and Company Project Number: 37t06,2(n6(Y)2 7BC15
Sfro Onto: 21955 COUNTRY RD,CUTCHOGUE,SuHotk County,NY
Latitude 41'11 46,57".longitude•72'29'54.29"
105.5 Foot-Monopole Tower
t'1rr;rr Cheryl SCAultz
A w)J Font and Cnrnlllhy is phrl5od la suh,,wt this"Structural Analysis Report" to dotormin,thrr;fila twirl
II'ileijrily n1 1he at�nve nranh�;n>yJ trynor !'h;rr unalysls t;�r;�:}e,nn trerlorrn,+d In ar.;:o;ci,3ncty wrlh the Cr„n,,,';,tike
Strudilral SUrlerlshnt rit Wort' and the tnrrn-,of C:fawn CH%tlo Frnr'chase Order Number 935126,41.1.rurrt.0=�
wllh ilpplicution?A03..30,um-,ion 4
The purpase or thri sr;1110s 7;10 determine ar,4:ep4ab>,aty of the tower%lines layel- Bnsad 4t11 cx.,r we
Nave dolurnnneo the to ve•+dreS°.i.rval fc;r lho;A:,rteturr•Line founiabon,under the roll,rained",o case,to be
1,.4 7 Vxl,ting+R.ofa;ni•t! r Proposod Cqulf peril Sufficient Capacity
ibru a..hj",,,,j I nUle a Ir,,d.;mored n,•1 ercrNu ir,cly
I his onalyms has tenon perlormud In aCCordaneo with 0%l 2015 Inta'netcinrll BiJild.rr0 Ca3e haiiwd inion rn
ultimate 3-secund gust wind speed of 135 mph converted to r9 nominal 3-ancone gust wind speed Of 1,05 mph
poi vidron 1609.3 t as roquirod for use In the ANSUI tA-1>2-G-20Q5 Standard,'Structvol Standard for
Mtorim,Supporitng Structures anrd Antennae',with ANSI ITIA-7.22-G-1.7o07 and ANS1,1TIA-222-G-2-2009
Arkdonda per Exception p5 of Section 1609.1 1 Risk Category 11 Exposure Category C and T opographir.
Category 1 with a maximum Topographic Facinr.Kzt,of 1 0,Aare aged in this anulyss
lNF at Paul J.Fr it wxl Comoarlyappraclste the c*portunity o”providing me tonunutng profes.ionar%,Kv10E's la
ynu and Crown Cas:lu If you ha--v any guesllons or nocd further assistanen on Ims or any olhtie pro,r:et9
please give us a t.0
rubrnided by_
��0S NEIN
INYO
ttr s�ttully� e N% To N-► e r' *�e q�o0 Stress Rating f a
a
Morgan Scruggy,E.1 -
Sfruchrral Designer 78.8 Dffl rts a r~ •+ t
Hp.
tfIx7008r Repc+1-vcrsian 7.0-5-1 AUG 1 1 2N6
Figure 6. Structural Analysis Report
Metropolitan Transportation Authority of New York1f ar �7�44800 P\ � \EEMEMENEW
'K
806579/ 1Z 15P 1 1 �1 a-1-1.
�! t"b 1 �1. •
21855 Country Road ■�/rrr'�'\rr■���r� ■i��
June 29.2017 Consultants, Inc.
Page 9 Telecommunications Site Review
New York- Equipment Upgrade
•l • A
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Subject Tm
f•�r
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Exhibit A. Map Location
Metropolitan Transportation Authority of New York 144800 IF—% /MEMPOIREMEMENNEEM
806579/ 1Z15P1 ► W-1 u M y t'o V , -4
21855 Country Road ■o/rrr" OhIONN•Wrl rood
June 29,2017 Consultants, Inc.
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Exhibit B. Facility