HomeMy WebLinkAboutCityScape Site Review Town of Southold, N®w York
Telecommunications Site Review Consultants, Inc.
Colocation Application 7050 West PalmeBoca Ra on F#15-652 33433
Tel:877.438.2851 Fax:877.220.4593
November 3, 2015 ,
Mr. Brian Cummings
Planner `
Town Hall Annex Building
I,f i t u)I �") 2"j,f`.j,
53095 Route 25
Southold,New York 11971 Solj[igAd Tow¢b
Yid<r�LtI�L�Board
RE: Verizon Wireless; "Mattituck Relo"
SCTM#1000-140-3-11-1
Dear Mr. Cummings,
At your request, on behalf of the Town of Southhold ("Town"), CityScape Consultants,
Inc. ("CityScape") in its capacity as telecommunications consultant for the Town, has considered
the merits of the above referenced application submitted by New York SMSA Limited Partnership
d/b/a Verizon Wireless ("Applicant")to install (colocate)new equipment on a proposed,partially
concealed, one hundred twenty (120) foot monopole tower, owned by Elite Towers, LP. The
proposed tower is replacing an existing eighty four (84) foot tower and has not been constructed
yet, but has been approved as a public safety facility by the Planning Board. It is located at the
Mattituck Fire Station, 1000 Pike Street,Mattituck,New York, see Figure 1.
The purpose of the proposed modification is to improve the Applicant's service in the
Mattituck area. The Applicant is decommissioning its current site located approximately 1.3 miles
northeast of the proposed location. This proposal,herein,will not only replace the existing service,
but will improve service to the far western portions of Mattituck.
Support Structure &Equipment
It is proposed to install three (3) panel antennas and twelve (12) 7/8" coaxial feed cables,
to be entirely concealed within the structure,at the one hundred fifteen(115) foot level,Appendix,
Exhibit A. The new antenna configuration is depicted in Appendix,Exhibit B. .
Additionally the Applicant will install a rooftop compound with screening wall to house
radio equipment and battery cabinets. There will also be a new generator mounted on the rooftop,
see Appendix,Exhibit C.
Town of Southold,New York ' =01 Verizon Wireless;"Mattituck Relo" tl
SCTM#1000-140-3-11-1 Consultants, Inc.
Page 2
The referenced facility and tower has been designed and will be operated by the tower
owner and professionals with expertise in telecommunications site design and construction. The
facility has been designed to maximize the use of telecommunications facility and will have the
capability to provide space for future collocation opportunities.
Structural Analysis
The Applicant submitted the tower manufacture's original design analysis (Valmont
Structures, February 19, 2015 and based on ANSI/EIA/TIA-222-F standards, see Appendix,
Exhibit D. Because the tower has not been constructed yet,this design analysis is applicable.
Wireless applications, other than new support structures are governed under the Middle
Class Tax Relief and Job Creation Act of 2012 (Tax Relief Act)and shall be afforded streamlined
processing with a qualified application. A qualified application under the Tax Relief Act cannot
increase in size of the ground compound,or tower structural changes increasing the height or girth
by ten percent (10%) or twenty (20) feet, whichever is greater. Even though the Applicant is
installing an entirely new equipment compound and the tower is not yet constructed, this
application is considered a colocation and is qualified for streamlined processing under the Tax
Relief Act.
The submitted application conforms to the requirements of Town codes and State of New
York wind codes and structural integrity. Therefore, it is CityScape's recommendation that the
Town approve the application with the following conditions:
1. All of Applicant's feed lines/cables shall be installed inside the monopole structure; and,
2. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife;and,
3. The facility shall remain secured and protected from unauthorized personnel.
I certify that to the best of my knowledge all of the information included herein is accurate at the
time of this report. CityScape is only employed by local governments and has unbiased opinions.
All recommendations are based on technical merits without prejudice,according to prevailing laws
and codes.
Respectfully submitted,
61
Jonathan N. Edwards, P.E.
CityScape Consultants,Inc.
Town of Southold,New York
Verizon Wireless;"Mattituck Relo" LOUL a IM
SCTM#1000-140-3-11-1 V
Consultants, Inc.
Page 3
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Figure 1 — Site Location
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SCTM#1000-140-3-11-1 n
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Page 4
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SCTM#1000-140-3-11-1 Consultants,, Inc,.
Page 5
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Exhibit A—Proposed (Approved) Support Structure
Town of Southold,New York �
Verizon Wireless;"Mattituck Relo"
SCTM#1000-140-3-11-1 Consultants, Inc.
Page 6
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NEW ANTENNA SIGNAL CABLES ROUTED TO PANEL-
ANTENNAS WITHIN CONCEALMENT CYLINDER, TYP.
STEEL CENTER MOUNTING PIPE (BY OTHERS) „
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NEW VERIZON WIRELESS PANEL ANTENNA MOUNTED-'-„
WITHIN FIBERGLASS CONCEALMENT CYLINDER, TYPICAL 0
AT THREE (3) LOCATIONS. INSTALL ANTENNAS AS
PER THE TELECOMMUNICATION UNIPOLE °
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
OBTAIN APPROPRIATE ANTENNA MOUNTING HARDWARE
FROM THE UNIPOLE MANUFACTURER,
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Exhibit B — Proposed Antenna Configuration
Town of Southold,New York
Verizon Wireless;"Mattituck Relo"
SCTM#1000-140-3-11-1
Consultants, Inc.
Page 7
E)GSTINO ROOF HATCH(TO
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�' THIS SHEET.V WY S-2'SI PMT BEAM SPAS TORI
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STEEL MAX"WEIGHT OF GENERATOR AND ENCLOSURE-2.500
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INSTALL NEW t•1)ED SAFETY RAIL SYSTEM r WNOE�I WENT BENEATH GENERATOR BY LIC.NICIOS OR
ON HATCH PER DETAILS ON SHEET S-2 �^ ' APPROVED EQUAL.TYP.ATTACH UNDERLAYMENT TO STEEL FRAMING
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AW GARAGE ROOF "w�wAN F SEE SECTION 3 ON THIS BEET FOR BASE CONNECTION
DETAILS AT ALL 07HER RAIN CANOPY POST LOCATIONS.
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GRAPHIC SCALE
Exhibit C —Rooftop Equipment
Town of Southold,New York
0 -117 -
Verizon Wireless;"Mattituck Relo" "
son-
i tai
SCTM#1000-140-3-11-1 Consultants, Inc.
Page 8
Valmo t
s�rRucruaas � ����� ��,a���� r i,waYA
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FOins ry 19,2016
Town of Southhold
Building&Planning Deparbnenta
Town of Southold Annex Building
54375 Route 25
Southold,NY 11971
Ra: Dealgn and failure models for a 120-ft Tapered Monopole wl Coll Sllo
Quality of Steel and Falxtoadon of a Monopole Structure
Valmont Quote No.211500.03
Sills Locatlont Matgwck,NY
Pok Designed with a Theoretical Fall Radius of 51-11:
To Whom it May Concern:
As doohlsd below,the 120 0 rnult4mider disguised rmonopols proposed by Elite Towers,L,P.at the
., ...
captioned site,and as deptotad In Construction Diawtngs prepared by Herbst Mosdvi Revision 9,dated
9r 11"2014,will comply with all appac agile fed sural,state are local structural standards.Valmont„as
manullamnar of the monopole,offers,the foNowfng In order to assure you of the high quality of all Valmont
products:
* Communlr.allons monopole structures doWtioad by 'Valmont ars abed in ocoordsoce vdlh the latest
goverNng revision of the AN9111 A'222,whiftat'n Is a relarenwid standard for coormrmunlcatan struclures by
the IMi'ow Yo*Stato tlullding Code,ualasss otharwlaa mquirroxi by our,customer, This standard has
been approved by AI+NSUAS S',whlydn hist destt wiih the design of antoona support atfuolurss for over
40 years, The TNA standard, based om prwo loins of this nationally known specification, has a long
hist of m'ollabti6y. At its core philosophy ts Its first and foiemost pdodlyto ashii and mainteloi d
hoollh and watare sof,the pubitc.
* The TVA alandard doetgnatas a mfnimrurn wind loading for each county In the United States, Valmont
uses The wind leading III In ft TIA slamlord unless a grmater value is epecitad by our oustmer.
Stnar.tums are also designed far radial lee at a codo spaciltsd reduced desfgn wind loading. Cada
designated coofficientsons umd to ensure that the struti m will survive Our designed wind spi The
stru'ctwxo ran usually survive aeon a greater Wind load INaeat the basic daalfpn wind speed becoi of
these comsarvili coaltularits,
* Design and load og assumptions that aro used for the analyses of these stiuct os arm vary
oonservatrm In eslere swan cornpared to oft(cad ,which makes structural fallurm Iflghty Improbable,
* p'ailum of a steal mlortopole occurs when a point is raaotnad where the induced strrsssas orad the
yield strength of the mnaitaerI At this polo(the dot tons Induced In'Ihe mretafial are oma longer
lamnpormry, Hence,a penmarrent dlolialion in time monapolis would exist,
* The tori follure,above refors to Local buckling at a deelgirrated point on the pole, Loco]buw Nng does
not cause a frac falling pole,retner it roliawras the stresses Brom the polo at this location Monoi one
flexible,fo iOng s io'lur ,which we rani generally suscopillble to domege by ini loads sudi as
wind gust or earthquake stso ms.
* Wien local boaottllmg oomirs,a relatively small portiorr of the shaft dlotorts and'kinks'the steel. Wren
the pole begl'ns to bend the exposure area is reduced and therefore,the forte due to wind is decreased
wal,iEvoin though buckling exists,the emss sanilen of the pole is capable of ming the antre
vorllcal,load, "Tbomfore„wend Inducrid loads could not ootncetvably bring,this type of struotnare to the
grourmd duan to the excefient dordllo pwpedlei design criterl%and,fall ure mode,
* Valmont"a communication poles,I pa oven to be wary retlabie ptoducU. VOnanthaspioviderl
slrwaolures that f'rave performed wat during earthquakas in Calllonla,hurricanes In the South(1rwJudtmg
Page I oft specialty swctur sGroup,Valmont lndnwta Inc,
3575 2P Street Salem,OR 97302-1123 USA
Toll Free 800147-2151 Fwr.503 3162010 www valmont,ean
Exhibit D —Structural Analysis Summary