HomeMy WebLinkAbout41352-Z S11ff0rt Town of Southold 3/11/2023
a y� P.O.Box 1179
W ---C 53095 Main Rd
�y� oar Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43914 Date: 3/11/2023
THIS CERTIFIES.that the building WIRELESS COMMUNICATION SYSTEMS
Location of Property: 1040 Horton Ln, Southold
SCTM#: 473889 Sec/Block/Lot: , 63.-1-10
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/29/2014 pursuant to which Building Permit No. 41352 dated 2/8/2017
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
wireless communications facility for AT&T as applied for.
The certificate is issued to Cubesmart LP
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41352 6/7/2017
PLUMBERS CERTIFICATION DATED
th ri d ignature
o�gUFFo��,co TOWN OF SOUTHOLD
�� oy BUILDING DEPARTMENT .
C2 2 TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41352 Date: 2/8/2017
Permission is hereby granted to:
Cubesmart LP
PTA-CS # 658
PO BOX 320099
Alexandria, VA 22320
To: install a wireless communications facility as applied for per planning board approval.
At premises located at:
1040 Horton Ln
SCTM # 473889
Sec/Block/Lot# 63.-1-10
Pursuant to application dated 2/8/2017 and approved by the Building Inspector.
To expire on 8/10/2018.
Fees:
WIRELESS COMMUNICATIONS -NEW FACILITY $750.00
-COMMERCIAL $50.00
o a . $800.00
Building n ector
1
pF SO(/��Ql
Town Hall Annex Telephone(631)765-1802
54375 Main Road y ,r Fax(631)765-9502
P.O.Box 1179 aQ roger.richertR-town.southold.ny.us
Southold,NY 11971-0959 Q
COUNT`1,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Cubesmart LP (AT&T LI - 1025)
Address: 1040 Horton Lane city:Southold st: New York zip: 11971
Building Permit#: 41352 Section: 63 Block: 1 Lot: 10
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: EECO Electric License No: 54281-ME
SITE DETAILS
Office Use Only
Residential Indoor X Basement Service Only
Commerical X Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200A Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer RecptEmergency Fixture Time Clocks
Disconnect 200A Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 200A Underground Service
Notes:
Inspector Signature: Date: June 7, 2017
0-Cert Electrical Compliance Form.xls
�590000,
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coUNi'1,N`�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE 1° INSPECTOR `
soulyo
coUNTI,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING [ FINAL 14)1#104W 7;WZl-"'o
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
l IM//l/ in�A'fi �h ecL c/
AS
'�' .
DATE S INSPECTOR
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex ,\\OFSO(/T�O P.O. Box 1179
54375 State Route 25 hQ �� Southold, NY 11971
(cor. Main Rd. &Youngs Ave.)
Southold, NY Telephone: 631765-1938
u> >c www.southoldtownny.gov
G • �Q
COU
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
October 25, 2017 D
OCT 2 5 2017
John Coughlin, Esq.
c/o R6, Nielsen, Huber & Coughlin, LLP BUILDINGDEPT.
36 North New York Avenue TOWN OFSOZTTHOLD
Huntington, NY 11743
Re: Proposed Site Plan for New Cingular Wireless/AT&T at 1040B Horton's Ln.
1040B Horton's Ln., ±400'n/o Traveler St. & Hortons La., Southold
SCTM#1 000-63-1-10
Dear Mr. Coughlin:
The Planning Board has found that the requirements of the above-referenced Site Plan
have been completed based on the site inspection made October 13, 2017 and the
Work Session held on October 16, 2017. The site is now in conformance with the Site
Plan entitled "AT&T @ 1040B Hortons Lane", prepared by Malick & Scherer, P.C. on
January 21, 2010 and last revised April 2, 2015.
This letter does not condone any changes from the approved Site Plan and from
approvals permitted by other agencies; Planning Board approval is required prior to any
significant changes to the site.
Please, if you have any questions regarding this site plan or its process, do not hesitate
to call this office at 631-765-1938.
Respectfully,
4
Donald J. Wilcenski
Chairman
cc: Michael Verity, Chief Building Inspector
Jamie Richter, Town Engineering Inspector
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TOWN F SALJFH_ LD BUILDING PERMIT APPLICATION CHECKLIST
B=DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 / Survey
SoutholdTown.NorthFork.net PERMIT NE ` ` — ,heck
Septic Form
N.Y.S.D.E.C.
--� Trustees
p r Flood Permit
Examined / J _ _ -:Storm-Water Assessment Form
----1 Contact: Attorney for Applicant:
Approved_ ,20�_ Mail to: Re,Nielsen,Huber&Coughlin,LLP
Disappro ed JO l 36 N.New York Ave.,Huntington,NY 11743
Phone: 631-425-4100
BLDG. DEPT,
Expiration 20 TOWN OF SOUTHO
ng Inspector
CATION BUILDING PERMIT
20 %�(
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 b��,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.
New Cingular Wireless PCS,LLC("AT&T")
(Signature of applicant or name,if a a mpo thm)
Limited Liability Company
440 Hamilton Avenue,White Plains,NY 10601
(Mailing address of applicant)
State whether applicant is owner, lesse agent, architect, engineer, general contractor, electrician,plumber or builder
Applicant is Lessee
Name of owner of premises YSI XXXII, LLC
Limited Liability,Company (A$on the tax roll or latest deed)
If alcgnt is a signature, f dul authorized officer.
Ne Cm ular Wire e ,
By-
(Name and title axpoxattx)6-. ieex)
Kevin J.Russ,PMP,Area Manager-Constru:tion&Engineering
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which propose l work will be done:
1040-B Hortons Lar: ; Southold
House Number Street Hamlet
County Tax Map No. 1000 Sectic -1 63 Block 1 Lot 10
Subdivision Filnd Map No. Lot
2^ State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Public storage facility
b. Intended use and occupancy Same as above with Public Utility Wireless Telecommunications Facility
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work Applicant proposes to replace the
existing flagnole with proposed public utility wireless telecommunications unipole,install antennas MescjiRtiorl
therein, tns a1�11 related equt ment inside existing building,and ' stall related generator, all as depicted i e p a s su mitted
4. Estimate osM%�1.t�-CAS ee herewith.
(To be paid on filing this application)
5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A
If garage, number of cars N/A
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Public storage facility
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories Existing one-story storage buildings to remain unchanged;
Existing 40'+/-flagpole to be removed
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 Proposed 72'unipole to be installed on T planter/caisson(Total height at
6.94+/-acres 75'+/- Approx.300 sq.ft.equipment room in building;and
9. Size of lot Front Rear - Depth approx.31.62 sq.ft.concrete pad for generator
10. Date of Purchase June 18,2009 Name of Former Owner U-STORE-IT,L.P.
11. Zone or use district in which premises are situated Light In
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_X
13. Will lot be re-graded? YES NO Y Will excess fill be removed from premises? YES NO
y(10 6 S00deS4/1r4 RICL I gul-M 3dVD
14.Names of Owner of premises YSI XXXII,LLC Address (, gone, FA 190?7Phone No. qo1-9222look-1
Name of Architect Malick&Scherer, H P.C. Address Frotita 8�s yte 260 phone No 908-537-1300
. amptonr
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X
* 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 x NO�
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
n�
COUNTY OF SASS:
WN )
Kevin J. Russ being duly sworn,deposes and says that(s)h: is the applicant
(Name of individual signing contra A)above named,
(S)He is the Kevin J. Russ,PMP, Area Manager - Construction&Engineering for New Cingular Wireless PCS,LLC, Lessee
(Contmetor,Agent, Corporate Officer, etc.)
of said owner or owners,and is duly aur:lorized to perform or have performed the said work and to make and file this application;
that all statements contained in this app`ication are true to the best of;tis knowledge and belief, and that the work will be
performed in the manner'set forth in the application filed therewith.
Sworrj3o before me th'
_ day of _20 I Nei -Cingular Wireless PCS,LLC
By:
Notary Public Signature of Applicr nt
CHERYL A BLISS Kevin J. Russ,PMP
Notary Public,State of NowYorlt A,,-.,-a Manager - Construction&I -igineering
W.OIBLG056053•Suffolk County
Certificate Filed in New York Cw*
eomnassion Expires March 12.. �
SOF SO�jy D
MAR 2 9 2017
Town Hall Annex J�f Telephone(631)765-1802 I:
54375 Main Road cA (631)765-gg5
P.O.Box 1179 G roaer.dchertCatown.sfil� �+�+�+
Southold,NY 1197I-0959 �� fir'
oI,YCOlJNt'1,� TOWN OF SOUTHOLD j.
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: - ,•e Date: 0231)--�
Company Name:_ �ec47Y ' _ r , ;..
Name: , ;
i
License No.:
Address: ? � C �d . �Cp /\-L\/ 1c7W i
Phone No.: �-
�0�1— �CvS— �S �.
JOBSITE INFORMATION: (*Indicates required information)
*Name: AT-4-( 1, — 10 ZS €
*Address: ► O y�0—� N-��fii��s J.�,-,-ems � s'� ��� N� l l�� �
Cross Street: i
*Phone No.. `f'�—?� Pro c*, ,
Permit No.:
Tax-Map District: 1000 Section: �3 Block: I Lot: )
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
f
(Please Circle Alf That Apply)
*Is job ready for inspection: YENO. Rough In Final
*Do-you need a Temp Certificate: YES/ NO
Temp Information(if needed)
*Service Size: 1 Phase 3Pha 150 200 300 350 400 Other
*'New Service: Re-connect ndergroun Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
.82=Request for Enspecrion Form '
AN
37-17 57TH ST.
Woodside NY, 11377
khasanddct11c.net
718-502-6262
Digital Construction Technology,LLC 718-255-6691
April 13,2017
To D
Mike variety APR 1 3 2017
Inspector,Town of Southold
Town Hall Annex,54375 Main Road,Southold NY 11971
BUILDINGDEPT.
AT&T Site ID: LI-1025 TOWN OF SOUTHOLD
Address: 1040-B Hortons Lane,Southold, NY 11971 BP #
Subject: Regarding 03 Sets of Pole Foundation Drawing with NYS P.E.Stamp for LI-1025
Dear Sir,
Attached please find the 03 sets of Pole foundation drawing with NYS P.E stamp for your review,approval&
record.
Please make your comments to accept it.
Sincerely
Mohammad Islam
Project Manager
Digital Construction Tech Inc
Comments:
Signature:
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK: STATE OF NEW YORK
--------------------------------------------------------------------------------------X
In the Matter of the application of proposal of New Cingular Wireless
PCS,LLC
AFFIDAVIT OF
For Approval to erect a public utility wireless telecommunications RADIO FREQUENCY
unipole and install related equipment at the premises("Premises"): ENGINEER
1040-B Horton's Lane,
Southold,New York
District 1000 Section 63,Block 1,Lot 10
--------------------------------------------------------------------------------------X
STATE OF NEW JERSEY )
) SS.:
COUNTY OF )
STEPHANE GUILLABERT,being duly sworn,deposes and says:
1. I am a radio frequency engineer for New Cingular Wireless PCS, LLC (hereinafter
"AT&T"). As a radio frequency engineer, I am trained to identify service deficiencies in AT&T's
wireless telecommunications network and to evaluate the ability of proposed antenna sites to remedy
these service deficiencies. I am fully familiar with AT&T's wireless telecommunications network in
Suffolk County.
2. I submit this affidavit in support of AT&T's application for approval to install a wireless
telecommunications facility at the Premises. Pursuant to this application, AT&T requests approval to
erect a telecommunications unipole, with antennas installed therein, and install its related equipment as
depicted in the plans submitted herewith.
3. AT&T is considered a public utility for zoning purposes under the laws of the State of
New York and is licensed by the Federal Communications Commission to serve the public within Suffolk
County and throughout much of the United States. AT&T strives to provide reliable service throughout
its licensed coverage area.
4. At present,there is a substantial service gap in AT&T's wireless network coverage in the
vicinity of the proposed site. A service gap exists if the user of an AT&T mobile telephone cannot
reliably transmit, receive or maintain a voice or data connection. The service gap in coverage that now
exists in the vicinity of the proposed site prevents AT&T from providing reliable service in the area. This
unreliability represents an inconvenience to users of AT&T's services and can have serious consequences
during times of emergency or disaster.
5. In order to understand why the proposed antenna site is needed, it is necessary to
understand how AT&T's system works from an engineering standpoint. AT&T's wireless
telecommunications system is designed so that low powered base stations are strategically located at
determined distances apart and at predetermined heights. Due to such factors as hills, valleys, trees,
buildings, and other physical obstructions and due to the nature of radio waves, each coverage area or
"cell" is irregularly shaped. With sufficient signal strength from each base station, the AT&T user can
reliably transmit, receive or maintain voice or data connections. The sites are ordinarily engineered to
cover a limited area so that an antenna facility will cover only the area surrounding it but will not interfere
with other sites in the system.
6. AT&T has established design criteria so that its wireless network will provide reliable
wireless service to its customers, whether those customers are on the street, in a vehicle, or in a building.
Providing reliable service to AT&T's customers within vehicles and buildings is critical for AT&T to
provide the quality of wireless service that customers demand and successfully compete with other
wireless providers.
7. To meet customer demands and expectations, AT&T strives to provide both In-Vehicle
(or In-Car) coverage and In-Building coverage. These coverage levels represent the minimum signal
strength and reliability of service needed to transmit,receive or maintain a voice or data connection at the
mobile handset as the environment changes.
8. AT&T has reliable In-Vehicle coverage when a customer can place or receive a call
within a vehicle successfully across 95% of a site's coverage area. In-Vehicle coverage generally results
in unreliable in-building coverage. Since the signal level is stronger closer to the antenna site than further
away from the antenna site,there will be some coverage within buildings close to the site.
9. AT&T has reliable In-Building Residential coverage when an AT&T customer can place
or receive a call while in a building that is three stories or less in height successfully across 95% of the
site's coverage area. This type of coverage will typically provide reliable coverage over the majority of
the cell coverage area; however in some areas, and specifically at the outer geographic boundaries of the
cell site's coverage area, coverage will be restricted and will likely lead to customers dissatisfaction if
customers try to place or receive a call inside a windowless room,cellars or emergency shelters.
10. AT&T has reliable In-Building Commercial coverage when an AT&T customer can
place or receive a call while in a building that is greater than three stories in height successfully across
95% of the site's coverage area. In-Building Commercial coverage is targeted for urban residential
centers and business districts with high-rise buildings, and suburban business centers. Coverage issues
may still occur in hard to serve locations such as within elevators and parking structures.
11. To provide these levels of coverage, AT&T has scientifically determined the strength of
the wireless signal ("signal strength") necessary to provide these levels of coverage. Because wireless
signals are attenuated (i.e. degraded or partially blocked) by obstructions such as trees, automobile
windows,automobile sheet metal,and building materials such as wood,brick and metal,a wireless signal
must be of sufficient strength in the ambient environment (i.e. outside with no obstructions) to reliably
penetrate into automobiles and buildings.
12. Wireless signal strength is measured on a logarithmic power scale referenced to 1 milli-
watt of power. Signal strength levels less than 1 milli-watt being negative. The smaller the negative dBm
number, the stronger the signal. For example, -75dBm is a stronger signal level than —85dBm. An
ambient signal level of—95dBm would provide reliable On-Street coverage. AT&T's system requires an
ambient signal level of—85dBm to provide reliable In-Vehicle coverage, and an ambient signal level of—
75dBm to provide reliable In-Building coverage. These signal level requirements provide the basis for
AT&T's design criteria.
13. AT&T's design criteria for wireless facilities serving an area are based upon providing
95% reliable signal over a site's coverage area to ensure reliable service for customers. This standard
reflects a business judgment that 100% reliability is an unrealistic goal at this time due to financial,
technical and environmental constraints. A 95% level of reliability is consistent with the level of service
provided by AT&T's competitors and is the standard in the industry. Providing service at this level
allows AT&T to satisfy customers' demands and compete on an equal footing with competitors serving
the market.
14. To achieve the 95% reliable design goal, AT&T conducts extensive analysis based upon
AT&T's technology and the area served.
15. In order to eliminate the service deficiency in a particular area, AT&T performs signal
propagation studies to determine the height and location of the needed cell site. Based on its studies,
AT&T determined that an antenna facility would have to be established within a narrowly defined search
area in order to remedy the service gap in question. In this case,we determined that the installation of the
proposed facility will allow AT&T to provide reliable service in the vicinity of the Premises.
16. AT&T has determined that the proposed antenna centerline heights of 72' and 62' are the
optimal heights to ensure that reliable service can be afforded to AT&T users in the vicinity of the
Premises. The location and height of the antennas is determined by some or all of the following factors:
availability of existing structures, willingness of property owners to enter into leases, drive test data,
location of existing antenna sites in the area, topography in the surrounding area, land cover features in
the area such as buildings and foliage, and the results provided by computer propagation software that
enables radio frequency engineers to predict the anticipated signal propagation at a given height and
location
17. In order to illustrate the effect that the proposed site would have on coverage in its
vicinity, propagation maps have been prepared demonstrating the different coverage levels summarized
above. The maps depict the areas presently enjoying reliable service in the vicinity, and the area to be
served by the proposed site. As the maps indicate,the proposed facility is of vital importance to AT&T's
efforts to provide reliable service to the area in question. Unless this application is granted, AT&T will
be unable to provide reliable service in the vicinity of the Premises.
18. The antennas proposed will not interfere with radio or television service or public safety
telecommunications in the surrounding area.
19. AT&T will comply with all FCC rules regarding human exposure to radio frequency
energy.
20. AT&T will comply with all FCC rules regarding interference to other radio services.
/ alt STEPHANtjtUILLABERT
�-•'� OTS �9����`
Swo to before met
day of 4. = � �Q® :Zo
NOT P �I ®��i '•. �.•� `��
cAROUN9 WA BURTON
W JERRY
LM
i
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK : STATE OF NEW YORK
In the Matter of the Application of New Cinguiar Wireless PCS, LLC
AUTHORIZATION OF
For Approval to construct a public utility wireless telecommunications OWNER
facility at the prem;ses("Premises"):
1040-B Hortons Lane, Southold,NY
District 1000 Section 63, Block 1, Lot 10
STATE OF NEW YORK )
SS.:
COUNTY OF SUFFOLK }
Y being duly sworn,deposes and says:
I am the C� '&�1nTof YSl XXXII, LLC, owner in fee of the premises known as
District 1000,Section 63,Block 1,Lot 10(the"Premises"hereafter),and do hereby authorize New Cingular
Wireless PCS, LLC ("AT&T" hereafter), and its representatives to bring such applications for municipal
approvals as maybe necessary for constructing or installing on the Premises such antennas,support structures,
and related equir nent as AT&T may require for the establishment of its public utility wireless
telecommunication facility. As such,I willfully cooperate with AT&T and its agents in obtaining any required
Approvals,
COMMONWEALTH OF PENNSYLVANIA
NOTARIAL SEAL
SUZANNE HOFFMAN
Notary Public
WAYNE TOWNSHIP,CHESTER COUNTY
My Commission Expires Apr 10,2017
Sworn to bef,re me this
,!
1�/ day f ,2014
C
TA Y PUBLI
DECLARATION Or COVENANTS AND RLSTRICTIONS
DIST. THIS DECLARATION mad% by PUDG£ CORP. , this 12TH DAY
1000
of December, 19.0, a domestic corporation, having its principal
SECTION offices at 50000 Main Road, Southold, New York, 11971, hereinafter
063.00 referred to an the DECLARANT, as the owner of premises described
BLOCK in Schedule "A" annexed hereto (hereinafter referred to as the
(. PREMISES) desires to restrict the ust? and enjoyment of said
LOTjfPREMISES and has for such purposes dotermineed to impose or, said
PREMISES Covenants and Restrictions and uoas hereby declare that a
010.000 I said PREMISES shill be hold and shall be con dyed subject to the
following covenants and restrictions
1. DECLARANT has made atpplication to the Suffolk
County Department o1' Health Services (bereinabft•
referred to as the DEPARTMENT) for a permit
to construct approval of pians or approval
of a sub-division or development on the PREMISES
2, WHEREAS, the applicant , is desirous of
ZP constructingg a commercial building consisting
of 1001 mini-storng!s facility , such facility
I will he used for storage of goods only and will
not contain any plumbing or heating, nor will
the apace be used for any manufacturing.
Additionally, the apace will not be utilized
j by any employee excoPt for placement and
1 removal of stored geode. The total number
of employees shall never exceed 3,
Should the applicant desire to, ev*end its
operation into the instrtoted apace, application
shall be first ,made to the DEPARTMENT for
approval under current criteria and any
additional sanitary disposal facilities required
shall be installed In accordance with approved
i plana prl4+ in taxing occupancy of the
1� restricted apace- , The maximum permissable
` daily sewage ttischArge shall nevwr exceed
+i 4133.9 gpd.
3. The DECLARANT, its isuccessors and/or assigns
shall set forth timse covenants , agreaments
f and declarations in any and all leases to
occupaanta , tenants ,end/or lessees of the above
described property and shall, by their terms,
subjoAt same to the covenants and restrictions
contained heroin,
of the tF.CtARANT,
its successors and/+)r assigns to so condition
the leaves shall not Invalidate thenar automatic
subjugation to the +covenants and restrictions,
:l
A ►
I4, All of the covenants and re®triet;hns contained
hereft, shall be construed to be in addition
to and not in derogation or limitation upon
any pr1o..visi43ne of local, state w and
�+
federal laws, ordinances, ardor or regulations
in effect at the time of execution of this
agreomento or at the time such laws, ordinances
and/or regulations may thereafter be revi.aed#
axendmad' or promulgated.
S . Thi% document is made 6ubject to the provisions
Of 411 laws req'jired by law or by their
provisions to be ir+noriorated herein and they
are to be incn ..�,.�a'akec� herein and
rude a part hareof, nese though fully set forth,
6. The aforementioned Restrictive Covend,ila Shall
be enforcoabl* by the County of Suffolk, State
j of New York, by injunc•tive relief or by any
tt .either remedy in eqW ty or at law. The failure
of said aegencie g or the County of Suffolk to
enforce the sage shall not be deemed to affect t. a
validity of this covenant nor to impose any
liability whatsoever upon the County of Suffolk
or any officer or employee thereof.
I
} 7. These covenants and restrictions shall run with
the land:. ,and shall,, be binding upon the
DECLARANT, its successors and aseigns, and
uponall persons or entities claiming under thaw
and may be termin4ted., refta od or amended only
with they, writ.te4i consent of the DEPARTMENT.
S. If any section, aub0k�ction, paragraph,
clause,. phraDe or provision of these covenants
and restrictions shall, by a Court of compsttnt
urledi:c.tion r be ad-judged #.l.legal, unlawful,
nvalid, or held. to be unconstitutional, the aam
shall hot affect the validity of these toVanants
u nt part as a Whole, or any her p or
p r
hereof other than the part so adi.udged: io be
illsgaal, unlawful, invalid, or+ vn—Institutional-
9. Local Law M32•1980-The DECLARANT represents and
warrants that he has not offered or givcn -'ny
gratuity to any official, employee, or agent
of Suffolk County, Pew York Stats , or of any
Political party, with the purpose or intent of
securing favorable treatment with respect to th
,Oeriormaheo of an agre+emMt, and that such
'per�►on his read and
familiar with the
provisions of Local Law 032-1900.
achedule i Consant, attached and made a pht has f
PUDZI(GORP
EYt
2_ � PRESIDENT
� t
c ' P&341
I. STATL OF NEW YORK ) SSI
t COUNTY Of NASiAU y
ON THIS 17TH DAY OF DECEMBER, 1990, BEFORE ME PERSONALLY
CAME, JAMES L. CRAY. SR. , TO ME XHOV;N, WHO BEING BY ASE DULY
SWORN DID DEP)SE AND SAY THAT HE RESIDES AT NO 0 BRIDGE LANA;,
! CU'CHiju,UE, NEW 't�RK; THAT HE IS THE PRESIDENT OF PUDGE CORP-9
THE CORPORATION DESCRIBED IN ARD WHIICH EXECUTED THE FOREGOING
INSTRUMENT; THAT HE KWUWS THE SEAQ. OF SAID CORPORATION; THAT THE
i` SEAL AFFTXED TO SAID INSTRUMENT IS SUCH CORPORATE SEAL; THAT
IT WA3 SO AFFIXED BY ORDER OF THE F,nNRD OF DTRCCTORS OF
SAID i'.ORPORATION, AND THAT HE SIGNED HIS NAME THERETO BY LIKE
ORDER.
I� MM1N ,
i
}
I�
11
I' �
S • 1
,1
ft`2
t ' 1
1, "RC,HEDULE A"' '
DESCR=.TION OF f�ROP,_,,T.Y
DECLARANT: PUDGE .CORF.
H.D. REF. NO. OR NAME OF SUB-DIVISION C 1090.012
ALL that certainplot, piece or parcel of land, situate. -lying
and being at Southold, Town of Southold, County of Suffolk and
State of Now York, more pmticularly bounded and described as
follows:
BEGINNING at a concrete monument (set on the gas eQi°ly line of
Hortons Lana where the some is in'torsected by the northerly
line of land now or• 4'ormorly of Marton and from said point of
beginnings RUNNING THEM .forth 11 degrees 47 minutes 40 seconds
West , 351.93 feet to a concrete ms3nument and land now or formerly
of Finkbeinarl RUNNING THENCE aloha land of Finkbeiner and
land now or formerly of Witkowski North 72 de`ress 27 minutes
00 seconds East, 180.33 feet to a oancrete monument and THENCE
North 70 degrees 09 minutes 00 se-condo East, 342.41 foot to a
concrete munument and land now or formerly of Charnews•1
RUNNING THENCE along said land now or formerly of Charnews and
land nor or formerly of Jennings, South 17 degrees 43 minutes
30 seconds East , 828.24 feet to a concrete monument
and land now or formerly of the 'Long Island Railroads
RUNNING THENCE along said last mentioned land South 70 degrees
30 minutes 30 seconds West, 403.88 fast to a points and land
now or formerly of Hcrtonj RUNNING THENCE along land now or for-
marly of Horton the following two (2) courant and distancest
(1) North 19 degrees 22 minutes 40 ercot►ds West, 261.28 feet to
M concrete monument and (2) South 78 degrees 12 minutes 20
seconds West, 148.84 fest to the concrete monument set at the
®int or plane of BEbtNNING and this easterly line of Kortons
Lens.
DIST. 1000 SECTION 063.00
BLOCK 01.00 LOT 010.000
i
"SCHEDULE S"
CONSENT OF MORTGAGEE/LIENOR
IDECLARANTI PURGE CORP.
H.D. REF. Nn, OR
NAME OF SU$•DIVISIONt C10-90-017.
In the matter of the application of PURGE, the undersigned,
as holder of a mortgage or lion on premises described in
Schedule "A" annexed hereto, hereby consents to covenants
and restrictions on said premises and hereby subordinates its
mortgage zr lion on the premises described in said SCHEDULE "A":
C P ` AMK FMR SAVINGS
BY I
EDWARD F. Y VICE ?RESIDENT
STATE OF NEW YORK
COUNTY OF Mf AU �S5.
ON THE DAY OF ' 19909 before me par®onally
came, to me known, who, being
by me duly sworn, d + depo6e andaythat he resides at
S l•►���) { 1 t .s..� that he is the
Vico ,I,� ,�..t • of APPLE BAN FOR SAVINGS, the banking
corporation der-cribed in and which executed the foregoing
f said at instrument;
-tbcs_.a�b
that It was ace -*ff i x�d- artivir -of #gra..cf
std'• e °tn, and that he his name thetrdto by like
order.
/ AMA
VKM XM" PON A.
.f
Na. anew
M eunaw o�
te,1eM
j
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• �''•. �. 1. ,.ON
7M �•1• :`•.�
. I ' '!x' i . .r Q ,a' .,, , .''.,. .•ti,• , `+'4r .l,P(�'_YgJ3
Ab
114• ' r • ' '� •- .r• � moi, �' , i tp•,. • {a - ! ,•I',
• Fl.. Q `�a ' '� !1 t, P' '�'R�`i it.,�, r,• '' .•1 v} .'21!?�
• P.. tt y°. !.. .r� ��:, ;•.. ,P'f', r eh',:7; ,'J'" i '} •. �,a .y
wt
14a, •.:iq l`i ' .�•! • •,t:;
, `. , 1••,Q'�. +Lsy`•�1.1 ).
�'•t•....•a,...� ..(I, ���r�.;t11 %. '.s': =i(,`�';cl•'�ti';r.;i••. ;kf��yF.ti';i•"''+ ••!+, `�'���{'i:d'��tP:'t`1::,• �" ` `
! _ ai r_iuc'•`.tl',',••�'�,,if F'.� � .i,.�.' 1L�1w'__,��I{ F..t^.: i�F:V��•, • t its" 'Y �•'x tt',r r .,LL.�'�'.v:{Ss 1'.
____ =rl:dn�._+•S'-:yin •.:.'.' ..�:nAi&�INfA���'.:.» e:tt �µ�(,'L�'h.. �` i;j.%�',ry,,,..
• j L.aie.�rs+ "i.:rli:s,'ali•e?2,'u1397>BrFt:�.1r. A°.h=if•M��:Ei�i:t1�11��'iti`le.•.� .Mt
1
i
DICZ&ATION at COVUAM am ARMICTION
TMfI 1YdU
•I NM=A M
DIST.
:000
SECTION THIS ORCL& IGN grade this�,.�? day of n,�r.;rMRr- �, Sgt
063.00by �.PUDE GRI' .-.... having Its principal place
.... . ..�- -
BLOCK at business at ., sUlhuab hereinagtes
01,00 referred to an the "otCLA ".
LOT
010,0Q0 ,, 8
oRIAa, DRCLAMNT is the awft*r in toe siarple of rsal
'property located within a sole source aquifer 'that is par-
Ott to IM ticularly environmrntaliy sensitive, which pCoporty is mote fully
�,. described in schedule "A", annexed WOW
NHRRaAS, application her bm*n lade to the, IUTTOLX COUNTY
OIVARTNINT pt RIALTH GIRViCZS (IMMi) for th"T approval to ac-
aosdance with applicable standarda, and
wHZ IAS, the tUTIOLK COUNTY OIlAATHINT OF RRALTH
sxgueRS has approved said map provida+l, haa.ves , that this
4
Declaration be recorded as against the said real property in the
., outtalk County Clerk' s Office and. the Declarations contained
herein be fully complied with-
HpAlo THIRIt®Ro, gICLA rrarrsntao declares, and repre-
�� sent$ that the above-describ gad- p:'opsrty is held subject to the
tollowinq covenants and vesl#iucienia•j�1
s
IN 1111 1, WM111111!!11,��111 III
I
F, .aq
it'll ®sCLARAST, its successors, a;nd/or ,assigns represent that
XkAg S aware of the requirements sot forth in
psticiea V11 end xtx of the sulfolj+ Couaety s®nitary Code which
set standards and restrictions for storage and discharge Of tcw::
or haaardous materials in Suffolk County.
r
3. should there be any thong* to the operation or use of
the premises, the 0gCLAOlvMj its successors and/or assigns oust
notify the Suffolk County Department of Health Services as
hereinafter provided.
3. The sanitary waste flow for the premises shall not
exceed the population density equivalent of 4133.9) gallons per
day for the lot's area as detezoLned pursuant to Article 6 Of the
Suffolk County sanitary Code. Should the sanitary waste flow
from the lot exceed the population density squivaltnt for the
lot' s area, a sewage treatment facility must be provided in ac-
cordonce with the provisions ut Article ` of the suffolk County
sanitary Code and all buildings on thsi lot must be connected to
the sewage treatment facility. '
1. sh®maid a sewage treatmmm•nt facility or sewer district be-
cosme available to service the preemmiseis, DIC T, its successors
and/or assigns hereby agreetsl to connect to and be ssrved by
such facility 'at district within lis days and Oct any existing
Vzivate waste disposal facilities shall be disconnected and sban-
donsd according to standards of the ICONS.
�. ®BCLAAANT# its sucuessors, and/or assigns, agree that
upon written notification by $come to the respective tenant or
occupant, said tenant or occupant shall, at lts own cost and *S-
pens*, install a monitoring well or %nils as per sperifications
i
of the sCous, both upgzadisnt and doringradient in the groundwata6
Z
flow, where# in such notification, the &CONN specifies the facts
and circumstances under which it has .reason to believe that the
groundwater under said praises is or will be threatened by a
source of pollution from the said premises. DICLAPAUTp its suc-
cessors and/or assigns shall install said monitoring well or
wells in conformance with any reasonable requirements of the
$CON$ at its own cost and expense.
i. All fee owners, tenants or ,occupants of the subject
premises shall., without notice, during normal working hours,
provide access and entry to the subject premises, buildings and
facilltiss to authorised and appropriate county inspectors or Of-
ficials, subject to any governmental security regulations.
7. The owner, tenant or occupant ;hereby consent, on behalf
of themselves, their successors and/or assigns to permLt the
dCDN9 to enter upon the above-described property and clean up any
spills of illegal toxic or hazardous discharges, and to assume
the roasonable cost of such cleanup. whi-ch cost shall be entered
AS a judgment upon notice against the iowner, occupant, tenant or
lessee responsible for such spill or spills. This paragraph
shall not apply to spills or toxic or hozardaus Materials which
are not caused by or the fault of the dwnar, tenant, occupant or
lessee, or any of their agents and/or employees.
i. All notifications required to 'be given haxeunder to the
SCONB shall be in writing and addressed to the Commissioner of
Health Services and mailed or delivered to the iCDHB# 225 Rabro �
Drive test, Hauppou47a, New York$ 1179i, or to such other desig-
noted person or agency as may be required.
3 `
!. The OXCLARAMT, its succossa rs, and/or assigns shall sot
forth those covenantsp agreements and declarations in any and all
leases to occupants , teaaants and/or losses* of the above.
described property and shall, by their terno subject ceases to the
covenants and restrictions contained heroin. railurs of the
DZCLApAUTP its successors And/or aarsigne to so condition tete
losses shall not invalidate their automatic subju®ation to the
covenants and restrictions.
10. All of the covenants and restrictions contained herein
shall be construed to be in addition 'to and not in derogation or
Hesitation upon any provisions of local, stats, ani :adoral laws,
ordinances, and/or rogulations in effect at the time of execution
of this agroement, or at the time such laws, ordinances, and/or
regulations may thereafter be revised, amondad# or promulgated.
it . The declarations not forth in the WHIMAS clauses con-
tained heroin shall be doomed and construed to be promises ,
covenants, and restrictions as if 4;ully repeated and set forth
herein.
11 . This document is pude subject to the provisions of all
laws required by law or by their provisions to be incorporated
heroin, and they are deemed to be lncorporated heroin and made a
part hereof, as though fully sot forth.
13. If any section, subaoction, iWagrafah, clavas, phrase or
provision of these covenants and restrictions shall, by a court
of competent jurisdiction, be Adjudged Illegal , unlawful, In-
valide, or held to be unconstitutional,, the same shall not affect
the validity of th'se covenants and restrictions as a whole, or
any other part of provision hereof other than the part so ad-
lgdged to be illegal, unlaw#ul, invaliLd# or unconstitutional.
3 •
11193N349
14. These Roattictive Covenants shall be enforceable by the
County of Suttolk, State of ftw Tark, by injunctive rel*if or by
any other comedy in equity or at lair. The failure of said
agencies or the County at Quffolk to enforce Nasse *hall not be
dewed to affect the validity of this covenant nor to impose any
liability whatsoever upon the County Of lottolle at any officer or
employee thereof.
19. Any violation of these restrictions and covenants shall
cause the violator, in addition to any► fins$, penaltiq$ 444/02
forfeitures prescribed by law, to pay for any and all reasonable
legal fees and expenses incurred by the County of iuffolk in en-
fracing the Covenants and Restrictions contained herein.
;S. These covenants and restrictions shall run with the land
and shall be binding upon the DICLAVIANTo its successors and/or
assigns, and upon all persons ox entitles claiming under thea and
may be terminated, revoked or seendod by the owner of the
promises only with the written consent of the Department.
1�. Local Law 112-1160 - The VICLAPANT represents and war-
cants that he has not offered or given any gratuity to any
official , employee, or agency of Suffolk County, Now fork State,
ur of any political party, with the purpose or intent of scouring
favorable treatment with respect to the awarding air amending of
an agreement, or the making of any detaerminations with compact to
the performance of an agretment, and that such person has read
grid is familiar with the provisions of Local Law 133-1900.
*.r schedule b consent, attached ft art hereof.
SYi .8.
AXES L. GRAY' 11t. , PRESIDENT
G.Q.
STATE OF NEW YORK )
( COUNTY OF NASSAU ) SS.,
� ON THIS 12TH DAY OF DECEMBER, 19909 BEFORE ME CAME, JAMES L. GRAY,
SR. , TO ME KNOWN, WHO, BEING BY ME 'DULY SWORN, DID DEPOSE AND
SAY THAT HE RESIDES AT NO No BRIDGE LANE, CUTCHOGUE, NtW YORK(
THAT HE IS THE PRESIDENT OF PUDGE CORP. , THE CORPORATION
DESCRIBED IN AND WHICH EXECIITED THE FOREGOING INSTRUMENT, AND
. THAT HE KNOWS Tti4 SEAL OF SAID CORPORATION$ AND THAT HE SIGNED
HIS NAME THERE10 BY LIKE ORDER.
01
4�
II
C
1
I�1 s
�. !SCHEDULE ;'1
DESCRIPTION OF PROPERTY
DECLARANTt PURGE CORP.
H.D. REF. N0. OR NAME OF SUB-DIV3;SION C 10-90-013
ALL that certain plot, piece or parcel of land, situate, lying
and being at Southold, Town of Southold, County of Suffolk and
Stats of New York, more partioulairly bounded and described as
followst
BEGINNING at a concrete monument set on the easterly line of
Hortona Lane where the same is intersected by the northerly
line of land now or formerly of }Lorton and from said point of
beginning; RUNNING THENCE North 11 degrese 47 minutes 40 seconds
West 351. 93 fest to a concrete monument and land now or for-aicly
of Finkbeinerl RUNNING THENCE along land of Finkbeiner anti
land now or formerly of Witkowski North 72 degrees 27 minutes
00 seconds East , 180.33 fest to it concrete monument and THENCE
North 70 dsgross 09 minutes 00 seconds East, 342.41 teat to a
concrete munument and land now or formerly of Charnewa ;
RUNNING THENCE along said land now or formerly of Chnrnsws and
land nor or formerly of Jennings,, South 17 degrees 43 minutes
30 seconds East, 926.24 fest to a concrete monument
and land now or formerly of the laongR Island Railroad;
RUNNING THENCE along said lasL mentioned land South 70 degrees
30, minutes 30 seconds West, 403,116 feet to a point; and land
now or formerly of Horton; RUNNING THENCE along land now or for-
merly of Horton the following two (2) courses and distances;
(1) North 19 degrees 22 minutes +00 seconds West, 261.23 fest to
a concrete monument an* (2) gouty 7e doSress 12 minutes 20
seconds West, 148.64 feet to the concrete monument set at the
poin°t ' or place of BEGINNING and the easterly line of Hortons
ns.
DIST. 1000 SECTION 063.00
ROCK 01.00 LOT 010.000
�f
F
js
7
0 7M WAWA
"SCNEDU X Btt
CON0.2�SENT O00000WF MORTGP,dMUG IENMOR
DECLARANT: PURGE CORP,
H.D. REI'. $i0. OR i
NAME OF SUB-DIVISION: CIO-90-012 ,
In the matter of the application of PURGE, the undersigned,
as holder of a mortgage or lien an premises described in
e
Schedule "A" annexed hereto, hereby consents to covenants
and restrictions on said premises aliq }'ereby subordinates its
mortgage or lion on the promises described in said SCHEDULE "A".
,LE K I"OR SAVINGS a
SYl '
41 " ev s
841*
STATE OF NEW 'YORK }
COUNTY OF AASSAU )SS t
ON THv .L AY OFvvJ.. . , 1900, befdr* Baa po:Osonally
cme, to toe ka�own9 who, baing
by'� dulysworn, dig o a nd say that he resides: at
.p t 1 that be is the
vt'( Pt'4 V...s of.,,.A,. PLE 8A FOR SAVINGSt the banking,
dorroretion described in and which executed the foregoing
instrument; t
M .
°Linn, and that hs siSned his name thereto by like i
ardor.
l , K
MM A. 1ALWA
1 *'"a
Q11toh�4AN
.��{. r rn :ftt`4!;♦.}r�.R..•<yn• �` •.I.„1}m... •ii'r' i y� �� ��- _,.. f
f.��, ..ty i � j I;y�tlSu.`.iA�;•• . >'•fti+h. .d•�.�'. ♦r"•;,t t,' ''
,l r ,.r "•r. ^r r .„,r.l,ljyl.sli::�'i'h,.
M1' 'r�h"�•�>Y° - _ � '!. ��lir t'�•
�-, a >^fir ,• , „�,r, , < ., ,,,.4' ^�
i�7••!� :,' rt' ,! ',. r • •i�'`4�•>^•lYr•:. `r',•r •'J_,'r r•. '. ,' •
Vii. " 'i�, .,'+i'r , ' :.'"l.i .. - ,• ,
(` OL.
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REFERENCE COPY
This is not an official FCC license.It is a record of public information contained in the FCC's licensing database on the date that this reference
copy was generated.In cases.where FCC rules require the presentation,posting,or display of an FCC license,this document may not be used in
place of an official FCC,licen'se.
omm
ederal`F
Communications Commission
o ,'`• G Aly`,:r:.,fi.:..}-,.>
Wireless Telecommunications Bureau
so
RADIO STATION AUTHORIZATION
LICENSEE: NEW;,CING ARI.WLRELESS PCS LLC
Call Sign File Number
d'f:x.91'.•fa J'✓'1�.4
KNKA'
ATTN:REGINALD YOUI�G!§4.00D� Radio Service
NEW CINGULAR WIRELES$,PCS;I:iLC CL-Cellular
2200 N.GREENVILLE AVE;.1, !'%;,;�
RICHARDSON,TX 75082 �` �? `` i Market Numer Channel Block
CMA001 A
t Sub-Market Designator
� t:;
FCC Registration Number(FRN): 000329,1�92,�; .,_,;� 0
Market Name
New York,NY-NJ/Nassau-Suffolk
Y
Grant Date Effective Date ` -tratiob Date Five Yr Build-Out Date Print Date
08-16-2005 11-24-2012 - 10-0122015
Site Information:
Location Latitude Longitude Gro0J Elevation Structure Hgt to Tip Antenna Structure
\
(metersg)),, Registration No.
,� 'V (meters)�'
10 40-36-05.0 N 074-06-30.3 W 116.1
Address: 140 Merrick Avenue
City: STATEN ISLAND County:RICHMOND State:NY i""4onstpbDeadline:
Antenna: 1 Azimuth(from true north) 0 45 90 1 511 180 225 270 315
Antenna Height AAT(meters) 139.900 143.100 140.300 146.500 146'000';x`..!4128.100 140.700 137.000
Transmitting ERP(watts) 278.700 129.600 12.300 1.000 �,-'Qt200 0:400 11.200 135.700
Antenna:2 Azimuth from true north 0 45 90 135 '-1;480 2" 270 315
( )
Antenna Height AAT(meters) 146.000 149.200 146.400 152.600 fl!5'2;1.00 134.200 146.800 143.100
TransmittingERP watts 22�. 6b'
(watts) 6.000 83.600 284.900 183.300 22:400 115400,? 0.200 0.200
tri- 7;1•.,�
Antenna:3 Azimuth(from true north) 0 45 90 135 180 it '225''"'•;°, 270 315 .
Antenna Height AAT(meters) 146.000 149,200 146.400 152.600 152.10 .:tj3j,,:2W 146.800 143.100
Transmitting ERP(watts) 0.300 0.100 3.400 48.000 265.500 236.:500 .,x39.000 2.400
Conditions:
Pursuant to§309(h)of the Communications Act of 1934,as amended,47 U.S.C. §309(h),this license is subject>to t_hezf,3
following conditions: This license shall not vest in the licensee any right to operate the statio 'nor aryfright iir,.tlig,•iise':of the
frequencies designated in the license beyond the term thereof nor in any other manner than authorized hei 'ier the
license not the right granted thereunder shall be assigned or otherwise transferred in violation,of the Communications Act of
1934,as amended. See 47 U.S.C. §310(d). This license is subject in terms to the right of use.or control conferred by§706 of
the Communications Act of 1934,as amended. See 47 U.S.C.§606.
FCC 601-C
Page I,of 20 August 1607
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA3jff,',:.,;,N File Number: Print Date:
Location Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
:"} �} "=f: •:r (meters) (meters) Registration No.
13 071-58-32.2 W 55.5 54.3
Address:MOU1 A`�UK$TATE POINT$OULEVARD
City:East Hampton tt.County:;$UFFOLK State:NY Construction Deadline:
Antenna: 1 Azimuthb'( om�`lr4ute=north`J v0•; 45 90 135 180 225 270 315
Antenna Height AAT(meters)�s. >Y : 91;'500 87.900 91.500 91.500 91.500 90.800 90.600 91.500
Transmitting ERP(watts) Mrt`r` ' "146.300 65.300 7.700 0.500 0.200 0.600 9.200 68.400
Antenna:2 Azimuth(from true north`;;;'0,,-,, 45 90 135 180 225 270 315
frM;.::,..f.FS
Antenna meters AAT Height g (meters) ; 91,50,0 87.900 91.500 91.500 91.500 90.800. 90.600 91.500
Transmitting ERP watts " 2;500 32.500 162.900 208.200 57.300 5.100 0.200 0.100
:.:; .
Antenna:3 Azimuth(from true nortfi) Ots45 99 135 1$Q 225 270 315
Antenna Height AAT(meters) �91r500 '7'.'900 91.500 91.500 91.500 90.800 90.600 91.500
Transmitting ERP(watts) 2 300 �5620''4': . 0.200 6.000 62.900 208.200, 159.200 27.700
Location Latitude Longitude .., �':�`mGround Elevation Structure Hgt to Tip Antenna Structure
meters) (meters) Registration No.
..0
28 41-15-30.5 N 073-32-04.9 W 230:7; . 48.5
Address:Route 35 and Route 123 `
City: South Salem County:WESTCHESTER State• Y: Construction Deadline:
Antenna: 1 Azimuth(from true north) 0 45 9Q;;`'-+" ' '#135 180 225 270 315
f +.Y
Antenna Height AAT(meters) 47.600 85.80008 7009.200 143.900 113.000 153.200 116.400
Transmitting ERP(watts) 61.600 9.400 011A =s 0.1,,0.,0, 0.100 0.200 7.200 45.000
Antenna:2 Azimuth(from true north) 0 45 90 f135' `: 180 225 270 315
Antenna Height AAT(meters) 47.600 85.800 108.700,-:)t! 143900 113.000 153.200 116.400
Transmitting ERP(watts) 0.100 0.400 7.9003b800" 30.700 3.300 0.300 0.100
Antenna:3 Azimuth(from true north) 0 45 90 135 180,,,-, 225 270 315
Antenna Height AAT(meters) 47.600 85.800 108.700 139.204 g,91A3900� `113.000 153.200 116.400
Transmitting ERP(watts) 0.700 0.100 0.100 0.400 "1'2.100 64:500 69.700 9.000
P.
;<
�i1i.Y Y*v t�T
FCC 601-C
Page 2 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
,
Call Sign:KNKA31:0�!�;.,��a File Number: Print Date:
Location Latifii"de. rA ;; Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) (meters) Registration No.
31 40-24-4,6':4 `'4'" 074-36-05.3 W 95.7 86.6 1056213
Address:45 OL;.'.GEORGETOWN RD.
7.7
City:Rocky Hill /County:°Sp`MERSET State:NJ .Construction Deadline:
Antenna: 1 Azimutht((from litre north), ;0. 45 90 135 180 225 270 315
Antenna Height AAT(m'eters),,.;, ;,,,85;500 78.900 72.700 78.400 83.400 60.300 48.900 69.600
Transmittiug ERP(watts) , 116.900 168.700 33.900 1.700 0.100 0.100 0.400 10.700
Antenna:2 Azimuth(from true norGl ''a,M.;Q f 45 90 135 180 225 270 315
Antenna Height AAT(meters) ;;L `` f98 fiQ0 92.000 85.900 91.500 96,500 73.400 62.000 82.700
Transmitting ERP(Watts) .t': O IdO 1.600 39.000 212.300 157.700 17.800 0.500 0.100
Antenna:3 Azimuthfrom true north 0, ;';a a,;;=4
( � 45 90 135 180 225 270 315
Antenna Height AAT(meters) �$5;5008900 72.700 78.400 83.400 60.300 48.900 69.600
Transmitting ERP(watts) 0.400 ";0a00, 0.100 0.100 0.300 5.300 13.800 5.400
Location Latitude Longitude ° ;.., x,,,Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) Registration No.
; 1 (me;�ers)
53 ;�1,
40-44-59.2 N 072-57-06.9 W r-;�;6"I�=�<L'�`�,. 38.1
Address:40 South Country Road
City:Village of Bellport County: SUFFOLK State:lli 1111 Construction Deadline:04-05-2012
.�✓'..r 4`l"i .*r•7
Antenna: 1 Azimuth(from true north) 0 45 9,q; 35 180 225 270 315
Antenna Height AAT(meters) 30.000 30.100 3;,000 443.300 43.200 43.100 36.700 30.000
Transmitting ERP(watts) 228.300 279.800 8 ;5Q0; 10,,.600 0.700 0.600 3.400 46.100
wwlm.h. � , .
a.� :ijhl.-.1
Antenna:2 Azimuth(from true north) 0 45 90 ;135 `' 180 225 270 : 315
Antenna Height AAT(meters) 30.000 30.100 43.000 ' X43:;OO;;f,,, 43.200 43.100 36.700 30A'00
Transmitting ERP(watts) 3.400 46.100 228.300 �ti279.800 85,500 10.600 0.700 0.600
Antenna:3 Azimuth(from true north) 0 45 90 135 180,. ,,r„'.: 225 270 315
Antenna Height AAT(meters) 30.000 30.100 43.000 43.300 AT 200" -43._100 36.700 30.000
Transmitting ERP(watts) 22.700 1.500 1.000 1.600 (21.600 151,,400 305.600 148.000
' W �
FCC 601-C
Page 3 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
r l
Call Sign:KNKA3,�1.0;:;=e ,, File Number: Print Date:
Location Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) (meters) Registration No.
54 41-01-4¢ 072-29-50.2 W 17.7 30.5
Address:21855- J' n 0ad:48
City:Cutchogue,>Cobnty°SUFFOLK State:NY Construction Deadline:04-05-2012
Antenna: 1 Azimuth'(from'Uru'imorth).,-O, 45 90 135 180 225 270 315
Antenna Height AAT(neters)
� 33.100 37.300 30.700 38.000 30.000 38.800 39.000
Transmitting ERP(watts) 61.000 41.500 7.400 1.100 0.300 0.500 9.200 40.500
yi to
Antenna:2 Azimuth(from true north)" '0'; 45 9Q 135 180 225 270 315
Antenna Height AAT(meters) , X39 0 ,0 33.100 37.300 30.700 38.000 30.000 38.800 39.000
Transmitting ERP(watts) ,;_r t°67p0 66.200 217.800 243.300 104.400 15.500 2.000 0.800
Antenna:3 Azimuth(from true north) `0 ;y',',;'•'a;,, =45 90 135 180 225 270 315 .
Antenna Height AAT(meters) 1,q;000 3'3:100 37.300 30.700 38.000 30.000 38.800 39.000
Transmitting ERP(watts) 9.100 ;1t,3'0O°:• 0.900 17.200 105.600 245.500 209.800 58.200
r,n ground Elevation Structure Hgt to Tip Antenna Structure
Location Latitude Longitude sir'.!.,.,• "'"
(meters) Registration No.
55 40-44-55.8 N 073-02-11.9 W 7:6°'fi4 '},a 19.2
Address:Blue Point Avenue ;
City:Blue Point County: SUFFOLK State:NYC�nsfi°uct�on Deadline:04-05-2012
Antenna: 1 Azimuth(from true north) 0 45 90.1?jk-T;,°W5 180 225 270 315
Antenna Height AAT(meters) 30.000 30.000 0: 00 x;3'0.000 30.000 30.000 30.000 30.000
Transmitting ERP(watts) 164.500 285.200 54'iOQr 1.600 0.100 0.100 0.700. 14.600
Antenna:2 Azimuth(from true north) 0 45 90j3S �,,,', 180 225 270 315
Antenna Height AAT(meters) 30.000 30.000 30.000 £'`W30 Qp;f`; 30.000 30.000 30.000 30.000
Transmitting ERP(watts) 0:100 1.600 36.700 25x4 800 202.400 22.100 0.200 0.100
Antenna:3 Azimuth(from true north) 0 45 90 135 180 sr.,-r, 225. 270 315
Antenna Height AAT meters 30.000 30.000 30.000 30.000 ' ��
g, (meters) 000 30000 30.000 30.000
Transmitting ERP(watts) 7.200 0.100 0.200 0.300 5:000. R2:300 312.800 113.600
i� #t ,�rur>�.
k
FCC 601-C
Page 4 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA31,0: �;:, File Number: Print Date:
Location-X'ititud6e , \ Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
r:.
meters (meters) Registration No.
56
40-38-04:0 N''^�.,-y 073-19-57.0 W 3.0 38.1 1237189
Address:OC N;PARKWAY
City:BABYLONk? CQunty:'"SUFFOLK State:NY Construction Deadline:04-05-2012
tf
Antenna: 1 Azimuth(from tcd&,,Aorth),-0., 45 90 135 180 225 270 315
Antenna Height AAT'(md"ters)sr ;k 30000 31.300 31.800 32.000 32.000 32.000 32.000 30.000
Transmitting ERP(watts) ;r 00 103.600 12.200 0.800 0.300 1.000 14.600 108.400
Antenna:2 Azimuth(from true 45 90 135 180 225 270 315
Antenna Height AAT(meters)r. �a X30 400 31.300 31.800 32.000 32.000 32.000 32.000 30.000
Transmitting ERP(watts) V ` 8x200 76.600 220.800 140.100 21.200 1.700 0.300 0.500
Antenna:3 Azimuthfrom true nort�i
( )""Q,,.r"r;.,t€;::>"='.a',4.5 90 135 180 225 270 315
C ".;,
Antenna Height AAT(meters) 5, 000 31.300 31.800 32.000 32.000 32.000 32.000 30.000
..,^ n
Transmitting ERP(watts) 3.900 ;4t`Q.;IOQ 0.100 3.400 41.400 180.900 191.900 46.000
'Ob-,
Location Latitude Longitude '«4;a`Ground Elevation Structure Hgt to Tip Antenna Structure
"4 uM eters) (meters) Registration No.
57 41-26-18.9 N 073-46-37.6 W ` 5.6U 33.2
° .
Address:CALIFORNIA HILL ROAD(WAWAYA�jp1 RO )
City: CARMEL County:PUTNAM State:NY Construction Deadline: 04-05-2012
Antenna: 1 Azimuth from true north �i 1, '`
a ':"
( ) 0 45 90 - • 135 180 225 270 315
Antenna Height AAT(meters) 198.300. 139.700 94.700 21`0.300 190.500 218.900 147.400 153.600
Transmitting ERP(watts) 88.100 113.600 24 '00'n, 2.7.0.0 0.700 0.300 3.100 24.300
Antenna:2 Azimuth(from true north) 0 45 90 :135 :'. 180 225 270 315
Antenna Height AAT(meters) 198300 139.700 194.700`';�y2130Q: 190.500 218.900 147.400 153.600
Transmitting ERP(watts) 0.500 6.200 43.200 108 4(0 86.100 11.400 .1.200 0.300
Antenna:3 Azimuth(from true north) 0 45 90 135 180225 270 315
Antenna Height AAT(meters) 198.300 139.700 194.700 210.300 19;500''''218.900 147.400 153.600
.:;.,a g
Transmitting ERP(watts) 9.700 1.600 0.100 2.200 ��:,26.600 QA00 242.800 103.600
6 ,
FCC 601-C
Page 5 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA.3,1•0�f,, File Number: Print Date:
LocationLatitudef,- ;i } Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
• ,;;-'.r.>-;;! (meters) (meters) Registration No.
58 41-28-20IE ISH'`' 073-49-00.2 W 365.8 33.8
Address:CLANCE FAIINESTOCK STATE PARK ROUTE 301
.;Y .,
City:COLD SPun'`..r PUTNAM State:NY Construction Deadline:04-05-2012
7
Antenna: 1 Azimuthfromueriorth ) 0� 45 90 135 180 225 270 315
Antenna Hei ht AAT meters "" 271U''600 85.500 161.400 159.600 161.000 182.400 200.000 254.700
Transmitting ERP(wafts),g r °'`"`x121.700 51.900 4.800 0.800 0.100 1.100 13.300 65.300
Antenna:2 Azimuth(from nu°'e noh)
; 0;"r, 45 90 135 180 225, 270 315
pPt:.,m ,•r
Antenna Height AAT(meters)I' r''V 85.500 161.400 159.600 161.000 182.400 200.000 254.700
Transmitting ERP(watts) X24.300 88.100 113.600 24.300 2.700 0.700 0.300
Antenna:3 Azimuth(from true nort )`A 0 4a`''�45 90 135 180 225 270 315
Antenna Height AAT(meters) 270:600 $5.500 161.400 159.600 161.000 182.400 200.000 254.700
Transmitting ERP(watts) 2.400x070'0''.,, 0.900 12.500 86.100 216.400 171.900 22.700
r ,
Location Latitude Longitude ti' AWg,,Ground Elevation Structure Hrtto Tip
Antenna Structure
(miters) (meters) Registration No.
59
40-48-03.0 N 074-48-24.9 W �s3 z9:W1��, 37.2
Address:204 Schooley Mountain Road '
City:Long Valley County:MORRIS State:NJ Coit'"ruction Deadline:04-05-2012
Antenna: 1 Azimuth(from true north) 0 45 qw, { x 13,5 180 225 270 315
Antenna Height AAT(meters) 124.300 30.000 124200 =x;82.100 156.500 114.400 155.800 130.300
Transmitting ERP(watts) 172.300 16.200 O.Cpb y;'. 0.30.0 0.500 0.300• 8.700 143.400
t.t•.
Antenna:2 Azimuth(from true north) 0 45 90 f;, `"�` "f 180 225 270• 315
,. .:.
Antenna Height AAT(meters) 124.300 30.000 124.200'%1\18,.100f' 156.500 114.400 155.800 130.300
Transmitting ERP(watts) 0.200 5.600 119.400 )fid 'A0 22.800 0.900 0.300 0.500
Antenna:3 Azimuth(from true north) 0 45 90 135 180,x, 225 270 315
Antenna Height AAT(meters) 124.300 30.000 124.200 182.100 156:500i:A,11 1;4.400 155.800 130.300
Transmitting ERP(watts) 0.200 0.500 0.300 1.000 x.';,`4 .500 232:000 77.200 3.600
jr)!7 r
FCC 601-C
Page 6 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign: File Number:
Print Date:
Location rL'ahtu`de: ;'. Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) (meters) Registration No.
40-49-27iN"two'" 074-46-28.6 W 312,7 53.6
Address:Nocktoty i Road,-,
City:Long Valley GQuiity:,MORRIS State:NJ Construction Deadline:04-05-2012
Antenna: 1 Azimuth(from e"north), 0 45 90 135 180 225 270 315
Antenna Height AAT`(iieters) 1)6'1x',V'67 300 30.000 96.700 161.500 121.500 72.200 126.300 131.900
Transmitting ERP(watts) V164.500 285.200 54.500 1.600 0.100 0.100 0.700 14.600
Antenna:2 Azimuth(from true no�tli);::,4.,0 �. 45 90 135 180 . 225 276 315
Antenna Height AAT(meters) ;'.°:r' ;;;,67.0.0 30.000 96.700 161.500 121.500 72.200 126.300 131,900
Transmitting ERP(watts) 1.600 36.700 254.800 202.400 22.100 0.200 0.100
Antenna:3 Azimuth(from true nort�i)' O P,, '':. 45 90 135 186 225 270 315
Antenna Height AAT(meters) '67:300 §0'.000 96.700 161.500 121.500 72.200 126.300 131.900
Transmitting ERP(watts) 7.200 'U:.10 ;, 0.200 0.300 5.000 82.300 312.800 113.600
Location Latitude Lon tude 4°`1'a:. '°`'Ground Elevation Structure Hgt to Tip Antenna Structure'
k meters) (meters)
61Registration No.
..
40- 42.132-45.7 N 074-44-21.8 W5��9 ,,.b
Address:Route 202&Evergreen Drive }
rd.•,3.)
City:Branchburg County: SOMERSET State:NJ@onst'ruction Deadline:04-05-2012NJ
,
Antenna: 1 Azimuth(from true north) 0 45i Q.Q= _ ""^��i'135 180 225 270 315.
Antenna Height AAT(meters) 30.700 30.000 64:900 A55800 30.000 32.600 30.000 30.000
Transmitting ERP(watts) 312.800 77.200 3`1601`6 0.200 0.700 0.400 2.000 72.100
Antenna:2 Azimuth(from true north) 0 45 90 ' \ 180 225 270 315
Antenna Height AAT(meters) 30.700 30.000 64.900 (i",�ii,135
x55: " > 30.000 32.600 30.000 30.000
00,
Transmitting ERP(watts) 11.200 184.800 222.000 x"20 800" 0.700 0.400 0.700 0.400
Antenna:3 Azimuth(from true north) 0 45 90 135 180,.,,-;.3;r,Y,225 270 315
Antenna Height AAT(meters) 30.700 30.000 64.900 55.800 �6,30',000-, 'N32:600 30.000 30.000
Transmitting ERP(watts) 0.700 0.400 0.700 0.400 117,,�<1�.2008,4:800 222.000 20.800
F A:^,
.L
FCC 601-C
Page 7 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA310;; File Number: Print Date:
LocationwLa`titu'de� Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) (meters)
Registration No.
62
40-35-, 074-08-03.5 W 83.2 44.2
Address:460 BLLE AVE„
City: Staten Island C`ouinty;R OND State:NY Construction Deadline:04-05-2012
Antenna: 1 Azimuth .from truea�orth:w 0�
� 45 90 135 180 225 270 315
Antenna Height AAT meters) ,. ',,+,;.98300 85,000 101.400 103.000 101.000 88.400 95.300 92.900
Transmittin ERP watts ar'w;,'" `°°
g' (watts) ..,-,.,. ' '312.800 103.600 6.000 0.100 0.200 0.300 5.800 92.300
Antenna:2 Azimuth(from true north)'.0; �y 45 90 135 180 225 270 315
Antenna Height AAT(meters) .' °'.-'98?300 85.000 101.400 103.000 101.000 88.400 95,300 92.900
Transmitting ERP(watts) *;r.: Qr800 ,16.400 175.900 278.700 48.400 1.300 0.100 0.100
Antenna:3 Azimuth(from true north)° O R;,,; ,:45 90 135 180 225 270 315
Antenna Height AAT(meters) 8'x300 85:000 101.400 103.000 101.000 88.400 95.300 92.900
Transmitting ERP(watts) 0.200 >0 1'OQ', 0.100 1.800 41.200 266.800 188.500 19.300
Location Latitude Longitude �";; , v`'£Ground Elevation Structure Hgt to Tip Antenna Structure
meters) (meters) Registration No.
63 ;.
40-26-06.5 N 074-40-55.5 W � 47 5' "'; 42.7
Address:42 Concord Lane
City:MONTGOMERY TOWNSHIP County: SOMERET; r%'State:NJ Construction Deadline:04-05-2012
,.T"
from true north 0 45
Antenna: 1 Azimuth( ) j 5 180 225 270 315
9Q,:;,,�
Antenna Height AAT(meters) 49.700 57.90092QQ r.S •100 42.400 31.600 30.000 30.000
Transmitting ERP(watts) 217.800 243.300 1GO 15.500 2.000 0.800 6.700 66.200
Antenna:2 Azimuth(from true north) 0 45 . 90 ;. �° `'"
13 180 225 270 315
Antenna Height AAT(meters) 49.700 57.900 49.200 P55 190,1 i 42.400 31.600 30.000 30.000
Transmitting ERP(watts) 0.900 17.200 105.600' 245500✓ 209.800 58.200 9.100 1.300
Antenna: 3 Azimuth(from true north) 0 45 90 135 180 .:, ,>;;e 225 270 315
Antenna Height AAT(meters) 49.700 57.900 49.200 55.100 X42 400�` 31,:600 30.000 30.000
Transmitting ERP(watts) 29.600 4.400 1.300 1.800 :y 136.500 1'6.1 400 242.800 165.200
.YJ
FCC 601-C
Page 8 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign: l File Number: Print Date:
Location,,L"atitud'e, _-': Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) (meters) Registration No.
64 �,z.,..a•. .�.
40-58-3,6 N- ' 074-35-47.9 W 336.2 28.7
Address:HIGH ?XFiW TERRACE EXTENSION
City:JEFFERSON'Tgw"mSHIPy� County:MORRIS State:NJ Construction Deadline:04-05-2012
Antenna: 1 Azimuth s(fiom`t�rizetio;th),, 045 90 135 180 225 270 315
Antenna Height AATmeters) �;y s;: ;88 600 63.800 75.100 151.600 100.900 65.300 105.800 118.100
Transmitting ERP(watts) 226.600 76.800 6.700 0.200 0.100 0.400 21.600 149.700
Antenna:2 Azimuth
( ' 40;x'` 45 90 135 180 225 270 315
from true nortl `.; �a
Antenna Height AAT(meters) i;188 600 63.800 75.100 151.600 100.900 65.300 105.800 118.100
TransmittingERP watts "-b_,,
(wafts) ,;,`0,Jy,O'0 ,,,0.400 21.600 149.700 226.600 76.800 6.700 0,200
Antenna:3 Azimuth(from true north) 0 tt ..`•'d',4S 90 135 180 225 270 315
Antenna Height AAT(meters) $$::500 6 `.800 75.100 ,^ 151.600 100.900 65.300 105.800 118.100.
Transmitting ERP(watts) 6.700 0 200; , 0.100 0.400 21.600 149.700 226.600 76.800
'
Location Latitude Longitude �;;,�•,.,.� (Yr;{,Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) Registration No.
65 40-24-05.9 N 074-38-50.2 W A6i3 33.5
Address:YOUNG DRIVE-ROCKY HILL WATEIf' ANK "
City:ROCKY HILL County: SOMERSET State:N .. ; D04-OS-2012
,
Antenna: 1 Azimuth(from true north) 0 45QV s35 180 225- 270 315
Antenna Height AAT(meters) 50.200 47.300p`t3004$.1Q0. 46.600 30.000 30.000 ' 30.000
Transmitting ERP(watts) 62.500 5.600 0.2Ob i, O IAO.O 2.100 28.500 160.800 216.400
mow.,, ,�=r• ,;;•,;...�,
Antenna:2 Azimuth(from true north) 0 45 90 '135 '" 180 225 2`10 315
�N.v,, � �w"r,
Antenna Height AAT(meters) 50.200 47.300 30.0001.;48` '0.0'r'-' 46.600 30.000 30.000 30.000
Transmitting ERP(watts) 59.600 211.400 168.009 ;31300`` 2.200 0.100 0.200 5.400
Antenna:3 Azimuth(from true north) 0 45 90 135 180, in,,,.".225 270 315
Antenna Height AAT(meters) 50,200 47.300 30.000 48.100 4'6:600``-'s'`3,�0�000 30.000 30.000
Transmitting ERP(watts) 0.100 0.600 13.400 106.000 {;;242.800 x' .200 14.600 .0.800
FCC 601-C
Page 9 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA3.k0,:-"i`,, File Number: Print Date:
,5
Location �;a{ltude; yr„;;, Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
meters meters
r.•;,.:..
(meters) (meters) Registration No.
66 l�
40-54-, O;I�T'p `' 074-44-38.5 W 250.2 46.3
�r•'d'
Address:207 WAT RLQO VALLEY ROAD
City:MOUNT O-JI V :,;, oupy:MORRIS State:NJ Construction Deadline:04-05-2012
Antenna: 1 Azimuth(firoin trueriorth), ;;0, 45 90 135 180 225 270 315
Antenna Height AAT(teeters) rdF u;;; 64 200 30.000 30.000 30.000 30.000 49.800 42,700 61.100
Transmitting3p5.600 140.000 18.400 1.000 0.200 0.700 16.800 133.400
Antenna:2 Azimuth(from true nortl ;;.p;,,;; 45 90 135 180 225 270 315
Antenna Height AAT(meters) 2.s'•.` y`c'.(4y2 ,0 30.000 30.000 30.00030. 00 49.800 42.700 61.100
Transmitting ERP(watts) 0.200 0.300 6.80Q 75.000 266.200 211.400 39.400
Antenna:3 Azimuth(from true north)" 90 135 180 2.25. 270 315
Antenna Height AAT(meters)' X64:`200 30'.}000 30.000 30.000 30.000 49.800 42.700 61.100
Transmitting ERP(watts) 2.700 elgj 900,. 202.400 272.400 78.700 7.000 0.200 . 0.100
1
Location Latitude Longitudevyr. ?- Ground Elevation Structure Hgt to Tip Antenna Structure
jne ers) (meters) Registration No.
67 41-10-53.6 N 074-23-16.2 W 1713§6 4'"%�..
„•�;.-.. 41.1
Address:776 Warwick Turnpike "'`^ t`"
City:Hewitt County:PASSAIC State:NJ Construc6oii headline:04-05-2012
Antenna: 1 Azimuth(from true north) 0 459U ''`;135 180 225 270 315
�:>:`Is
Antenna Height AAT(meters) 214.700 96.900 3,;8,.40042,39.400 91.200 39.800 116.800 176.000
Transmitting ERP(watts) 248.400 61.500 2.600';'<',-A 0,2P0 0.500 0.300' 1.600 57.200
du}>4
Antenna:2 Azimuth(from true north) 0 45 90f 135 #• 180 225 270 315
Antenna Height AAT(meters) 214.700 96.900 138.400-,,�23 91.200 91.200 39:800 116.800 176.000
Transmitting ERP(watts) 0.500 0.300 8.900 "V'', 40 176.300 16.600 0.600 0.300
Antenna:3 Azimuth(from true north) q 45 90 135 180,„,.qm,,,•.,225 270 315
Antenna Height AAT(meters) 214.700 96.900 138.400 239.400 ?�1y206•-'�x;39.•800 116.800 176.000
Transmitting ERP(watts) 5.500 0.200 0.500 0.400 tt}§y':`;,0.100 9-00 221.700 101.700
#°d''i 1ix•h�
,'rr'
. `�1b"' ,d� ,F'f;'�•u_t phi c ,•�.
FCC 601-C
Page 10 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA3IQ: '`'$N File Number: Print Date:
Location ,.I,atttii"tle Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) (meters) Registration No.
68 40-30-19:0 074-43-47.1 W 30.8 44.2
Address:325 Mick'oint;Road
,.
City:NESHANICySTALQN ,County: SOMERSET State:NJ Construction Deadline:04-05-2012
Antenna: 1 Azimuth $om true''riorth
45 90 135 180 225 270 315
Antenna Height AAT ine't rs
g ( ) �30:LQ;00 34.600 44.600 30.000 30.000 30.000 30.000 30.000
Transmitting ERP(watts) ,,.y 16.600 32.300 1.200 0.200 0.600 0.200 3.600 94.900
Antenna:2 Azimuth(from true north)> °Qin 45 90 135 180 225 270 315
Antenna Height AAT(meters) .Ll,-v ;30}000 34.600 44.600 30.000 30.000 30.000 30.000 30.000
Transmitting ERP(watts) 03.00 ,1.000 40.500 232.000 77.300 3.600 0.200 0.500
r
Antenna:3 Azimuth(from true north)y 0„R 45 90 135 180 225 270 315
Antenna Height AAT(meters) X34°.600 44.600 30.000 30.000 30.000 30.000 30.000
Transmitting ERP(watts) 0.200
C0:400°?., 0.400 0.400 19.400 193.700 125.300 7.800
Location Latitude Longitude °:y. ';=S Ground Elevation Structure Hgt to Tip Antenna Structure
m (meters)
eters) Registration No.
69 40-56-48.1 N 073-03-37.1 W 68'6 36.0
Address:200 BELLE TERRE ROAD :;N
City:Port Jefferson County:SUFFOLK State:NY{r on" ction Deadline:04-05-2012
Antenna: 1 Azimuth from true north '` '
( ) Q 45 9�;4�"�="-4�ry;1,35 180 225 270 315
Antenna Height AAT(meters) 97.000 97.00053 900 4,63'.800 58.800 56.500 93.200 96.900
�..,A �-
Transmitting ERP(watts) 21.100 11.100 1.'500-n"" 0 .0.0. 0.100 0.200 1.800 11.600
Antenna:2 Azimuth(from true north) 0 45 90 •<t3 ' 189 225 270 315
Antenna Height AAT(meters) 97.000 97.000 53.900 58.800 56.500 93.200 96,900
Transmitting ERP(watts) 3.000 30.100 108.000 123 600 48.500 5.500 0.200 0.100
Antenna:3 Azimuth(from true north) 0 45 90 135 180,,.,x,-,,:r„225 270 315
Antenna Height AAT(meters) 97.000 97.000 53.900 63.800 8..$00' "°°,,-56:500 93.200 96.900
Transmitting ERP(watts) 2.600 0.300 0.300 6.300 :t;_56.800 561800 126.900 26.300
FCC 601-C
Page 11 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA3.1;Q�4,;:Q7`, File Number: Print Date:
�;:;Y .
Location ,, '`a:, Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) (meters) Registration No.
70 40-59-37:0 N't 'f 072-10-17.0 W 27.4 107.6 1003631
,,.
Address: SPRING: IREP,,LACE ROAD&ABRAHMS PATH
City:EAST HAIvIPTQy;=County: SUFFOLK State:NY Construction Deadline:04-05-2012
Antenna: 1 AzimuthRo•,m hib!e n rth),:�,:p,, 45 90 135 " 180 225 270 315
Antenna Height AATFNteiers) t+' r=a,,.1'0 t' 0
.�.;; : �.9 0 111.500 108.700 110.800 110.100 104.600 103.300 106.100
Transmitting ERP(watts), A 63.100 8.800 0.900 0.100 0.000, 9.900 64.600
rYg�,e v yxr
Antenna:2 Azimuth(from true nr(li} 0;, 45 90 135 180 225 270 315
Antenna Height AAT(meters) ,10 s, 0 111.500 108,700 110.800 110.100 104.600 103.300 106.100
g (wafts) ,.•,t, °4;; '0- ,40.800 184.200 229.200 73.300 7.800 0.600 0.200
Transmittin ERP watts 1,.
Antenna:3 Azimuth(from true north) , 90 135 180 225 270 315
Antenna Height AAT(meters) 1' ,8:900 r',. .500 108.700 110.800 110.100 104.600 103.300 106.100
Transmitting ERP(watts) 3.700 ,0`3x00 0.400 9.100 78.600 229.200 184.200 37.200
Location LatitudeLongitude ;;Ground Elevation Structure Hgt to Tip Antenna Structure
nme`ers) (meters) Registration No.
71 40-56-20.9 N 072-46-40.4 W5 t !"
,,�,�R;293 �_'�, 34.4 1006549
Address:FRESH POND ROAD
City: CALVERTON County: SUFFOLK State:NY Construction Deadline:04-05-2012.
tY ':r.,.,
Antenna: 1 from Azimuth true north `'`""'' >.
u ( ) 0 45 ,7, 1''35 180 225 270 315
Antenna Height AAT(meters) 61.300 55.800 511''4 OQ 3'S'.100 42.900 38.600 30.000 57.800
Transmitting ERP(watts) 121.700 58.900 9"4•007""\ 0.600, 0.400 0.600 8.600 60.300
from true north)) 0 45
Antenna:2 Azimuth 90 fir
180 225 270 315
Antenna Height AAT(meters) 61.300 55.800 51.000 '°;=.135 ,00 42.900 38,600 30.000 57.800
far_,,
Transmitting ERP(watts) 2.600 36.300 172.900 `:J09.20. 0 66.800 8.300 0.500 0.400
Antenna:3 Azimuth(from true north) 0 45 90 135 180,,. ,; ,, 225 270 315
Antenna Height AAT meters 61.300 55.800 51.000 35.100 !"
g (meters) �r 2900 fB600 30.000 57.800
Transmitting ERP(watts) 3.500 0.800 0.500 6.700 69.500 26s244,400 173.200 35.800
• vIJ •RA4'tj V
444;'tet.,�Ypx'�{�=r�9��."`,:t'•`r�
",
FCC 601-C
Page 12 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KN File File Number:
Print Date:
Location..i;atitude'.:, ,,,:. Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) (meters) Registration No.
72 41-27-619,:2 N`'r.d,:="' 073-38-58.3 W 269.4 39.9
Address:TOPQrlECHQ:ROAD
City:Lake Carm`e Coanty'•``P TN State:NY Construction Deadline:04-05-2012
5�
Antenna: 1 Azimuth om `Y ) �0 45 90 135 180 225 270 315
�fitrue>no�rth
Antenna Height AAT(dieters)
30 800 61.300 110.800 136.700 168.700 112.400 47.600 98.400
Transmitting ERP(watts) '-082.300 56.000 3.400 2.000 0200 2.700 9.400 70.500
Antenna:2 Azimuth(from true nrth),'`0"' 45 90 135 180 225 270 315
i r
Antenna Height AAT(meters) 'ii°° x;: 0.$00 61.300 110.800 136.700 168.700 112.400 47.600 98.400
Transmitting ERP(watts) 1.400 17.100 42.700 12.100 0.600 0.100 0.100
Antenna:3 Azimuth(from true north)"' 90 135 180 225 .270 315
Antenna Height AAT(meters) 39':800 61:`300 110.800 136.700. 168.700 112.400 47.600 98.400
y,
Transmitting ERP(watts) 6.200 r`0:9QQ;, 4.900 25.900 186.600 238.400 180.200 14.300
Location Latitude Longitude .'":;'. j Ground Elevation Structure He to Tip Antenna Structure
nit ers) (meters) Registration No.
73 41-25-55.1 N 073-52-49.7 W -3:45:0` •. 113.1 1010179
:.,
Address:ROUTE 301.
City:PUTNAM VALLEY County:PUTNAM State: 5.'r'Construction Deadline:04-05-2012
;..
Antenna: 1 Azimuth(from true north) 0 45 9(1;::a>`t ' 135 180 225 270 315
Antenna Height AAT(meters) 181.800 97.100 % 3.300 x„41:95.300 263.600 266.100 240.900 264.800
Transmitting ERP(watts) 3.500 46.400 19,;:000, 2Q3.500 53.800 4.000 -0.200 0.200
Antenna:2 Azimuth(from true north) 0 45 90 x`:135 ` .Y`. 180 225 270 " 315
Antenna Height AAT(meters) 181.800 97.100 153.300' '., 195': OQ; 263.600 266.100 249.900 264.800
Transmitting ERP(watts) 2.300 0.100 0.200 '5$00 ` 68.300 224.800 174.200 35.800
Antenna:3 Azimuth(from true north) 0 45 90 135 180„..,1-�w.ot,y,,225 270 315
Antenna Height AAT(meters) 181.800 97.100 153.300 195.300 /,27.63 �
:600"-' 66.100 249.900 264.800
fP,. ! t'�
Transmitting ERP(watts) 18.000 0.700 0.100 0.100 '_S 400 7500 237.200 157.100
FCC 601-C
Page 13 of 20 August 2007
r
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA3IO:.t':", File Number: Print Date:
Location�LAttude, kr:# Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) (meters)) Registration No.
74 41-06- 44'N= =' 072-22-25.1 W 5.5 56.1
�: ei
Address:Moore's tTane
City:Greenport �`Co.uCntyA SU.F. OLK State:NY Construction Deadline:04-05-2012
45 9 225 270 315
.. 0
Antenna: 1 Azimuth .fromQ 135 18'', e�nort�i) Qh
Antenna Height AAT meters `50;000 48.600 49.100 46.900 44.900 42.300 50.000 50.000
Transmitting ERP(watts) t `w 5.400 17.000 13.100 2.800 0.300 0.100 0.100 0.500
Antenna:2 Azimuth(from true norCl�}:. 0;'' 45 90 135 180 225 270 315
Antenna Height AAT meters "''
g ( )69��`q`° ��F$r�0.000 48.600 49.100 46.900 44.900 42.300 50.000 50.000
Transmitting ERP(watts) 3.900 37.900 118.100 91.700 17.000 1.500 0.200
Antenna:3 Azimuth(from true north)" p ,,v;;•4. ,.45 90 135 180 225 270 315
Antenna Height AAT(meters) x#8.600 49.100 46.900 44.900 42.300 50.000 50.000
Transmitting ERP(watts) 0.800 ;,0:2QQ; 0.400 6.900 58.800 144.400 76.000 10.300
- .i',,s1 rF
/W ,x,,1 x
Location Latitude Longitude ;,. � 'x°:Ground Elevation Structure Hgt to Tip Antenna Structure
;k , �✓' ('1`t1eLers) (meters) Registration No.
75 40-52-34.0 N 073-22-14.1 W 24.4
Addresi:Alvord Avenue ''`
City:Greenlawn County: SUFFOLK State:NY Construction Deadline:04-05-2012
Antenna: 1 Azimuth(from true north) 0 45 9QePA "` ,15 180 225 270 315
Antenna Height AAT(meters) 108.5Q0 99.400 b�5;:400 X67,.800 61.400 46.700 91.000 104.200
Transmitting ERP(watts) 81.600 104.400 28.7.0.0` 2.6.00 0.100 0.100 1.300 16.300
Antenna:2 Azimuth(from true north) 0 45 90 180 225 270 315
Antenna Height AAT(meters) 108.500 99.400 05.400 , 67%8A0,,;61 61.400 46.700 91.000 104.200
Transmitting ERP(watts) 0.300 6.100 60.000v 1,$7.100 145.300 27.000 2.400 0.300
Antenna:3 Azimuth(from true north) 0 45 90 135 180 n,-.'_.,,225 270 315
Antenna Height AAT(meters) 108.500 99.400 65.400 67.800 61';400"` %46.700 91.000 104.200
Transmitting ERP(watts) 12.200 0.900 0.200 1.100 =61`4.600 1:0111,100 206.600 96.500
F 4'J
FCC 601-C
Page 14 of 20.1 August 2007
r �
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA3,10 `,� File Number: Print Date:
r,1• f•;•j,
Location >Iatifud'e,? ;',r; Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
3, (meters) (meters) Registration No.
76 40-57-22:OT `' 072-58-25.0 W 65.5 40.5 1013195
Address: SYOS,�E; ROAD•,,.
City: SOUND Cpwo`O, : SUFFOLK State:NY Construction Deadline:04-05-2012
4f•l e. \ �•,V f
Antenna: 1 Azimuth,from ttie'riorth)., 0; 45 90 135 180 225 270 315
Antenna Height AAT(meters)P ;.:,',,90'200 90.200 49.300 64.900 56.800 51.100 `78.800 90.200
Transmitting ERP(watts) 14.800 2.300 0.200 0.100 0.200 2.200 15.100
Antenna:2 Azimuth(from true nortli ;.,�•,i~� 45 90 135 180 225 270 315
Antenna Height AAT(meters) ;`sy�?''''90. 00 90.200 49.300 64.900 56.800 51.100 78.800 90.200
Transmitting ERP(watts) °s.';.;.'2SQ0 ,32.500 162.900 208.200 57.300 5.100 0.200 0.100
Antenna:3 Azimuth(from true nort(i) 0 n-'';�'_���45 90 135 180 225 270 315
Antenna Height AAT(meters) x`90;;200 0.500 49.300 64.900 56.800 51.100 78.800 90.200
Transmitting ERP(watts) 2.300rj`2f0 9 0.200 6.000 62.900 208.200 159.200 27.700
Elevation Structure Hgt to Tip
Antenna Structure
Location Latitude Longitude (meters) (meters) Registration No.
77 40-52-10.0 N 072-34-35.0 W. r:.5t9=w,;;<. 51.8 1003626
Address:OLD COUNTRY ROAD&EAST END AVE
City:EAST QUOGUE County: SUFFOLK State:N,Y ?` Construction Deadline:04-05-2012
Antenna: 1 Azimuth(from true north) 0 45 90:-:-" 135 180 225 270 315
Antenna Height AAT(meters) 83.300 86.400 8.7:100 $9.900 89,700 85.100 48.400 74.900
Transmitting ERP(watts) 242.800 148.800 30'+ ,QQ` 3. 00 0.200 4.300 . 30.900 145.400
:=u,'• ,
Antenna:2 Azimuth(from true north) 0 45 90 (""t4�
135.""`t,;; 180 225 270 315
Antenna Height AAT(meters) 83.300 86.400 87.100 89`.90.0';.';:4 89.700 85.100 48.400 74.900
Transmitting ERP(watts) 0.200 4.300 30.900 .4.00 242.800 148.800 30.200 3.700
�
Location Latitude Longitude Ground Elevation StructfireHgt;fo.Tip Antenna Structure
(meters) (mete'rs) ;.;:; Registration No.
78 40-58-10.8 N 072-20-46.6 W 77.1 91:4'i :.. ,.; 1014849
Address:MIDDLELINE ROAD - e`'^' `v
City: Sag Harbor County: SUFFOLK State:NY Construction Deadline:04=x05 2012
Antenna: 1 Azimuth(from true north) 0 45 90 135 180 t;-•' 225 `..'°0 270 315
Csi.� +!!sal
Antenna Height AAT(meters) 123.900 125.700 107.900 122.200 122.9003 111.4'66? 124.400 123.900
Transmitting ERP(watts) 68.000 221.300 114.700 9.400 0.800 ` 4.1100Y ;:0,:100 4.500
1 110,
t}t:si=., =�
FCC 601-C
Page 15 of 20• August 2007
Licensee Name: NEW CINGULAR WIRELESS PGS,LLC
Call Sign:KNKA3 0-:1'.; File Number: Print Date:
Location,aIatiLongitude Ground Elevation Structure Hgt to Tip Antenna Structure
>' (meters) (meters) Registration No.
78 40-58- Q'r$ V` s'`J 072-20-46.6 W 77.1 91.4 1014849
Address:MIDDY ALINE RQAD
City:Sag Harbor'`�Count" SUFFOLK State:NY Construction Deadline:04-05-2012
Antenna:2 Azimuth tr
`,from ue„iorth),.<-,0•,.• 45 90 135 189 225 270 315
Antenna Height AAT meter's) r :;.;,,1234*0 125.700 107.900 122.200 122.900 111.400 124.400 123.900
Transmitting ` "s'7 `;z
ERP(watts) �`�--0.100 1.800 39.700 184.500 153.800 16.600 1.500 0.100
Antenna:3 Azimuth(from true ngrttiY''"`10rr'z', 45 90 135 180 225 270 315
Antenna Height AAT(meters) ;; `'.j• :,12 900 125.700 107.900 122.200 122.900 111.400 124400 123.900
Transmitting ERP(watts) `'$...,,i;060 , 0.700 0.100 0.100 6.800 77.200 242.800 88.700
Location Latitude LongitulaeGround Elevation Structure Hgt to Tip Antenna Structure
�'Y r ,,(meters) (meters)
79 Registration No.
y
.--_• YAG.
40-43-03.0 N .073-16-27.0 8.5 45.7 1013196
Address:ORINOCO DRIVE
City:BAY SHORE County: SUFFOLK `!tate\ Construction Deadline:04-05-2012'
Antenna: 1 Azimuth(from true north) 0 90"::;s:;W 135 180 225 270 315
Antenna Height AAT(meters) 30.000 32.400 45 60`0 46.500 46.500 46.400 33.100 30.000
Transmitting ERP(watts) 231.800 103.600C,J-2:200. 0.800 0.300 1.000 14.600 108.400
Antenna:2 Azimuth(from true north) 0 45 90 "NJ35 180 . 225 270 315
fir
Antenna Height AAT(meters) 30.000 32.400 400046.500 46.500 46.400 33.100 30.000
Transmitting ERP(watts) 2.500 32.500 162O,Q 20.8.200 57.300 5.100 0.200 0.100
"^.•fttj�t;.
Antenna:3 Azimuth(from true north) 0 45 90 �`"11-1,fil3$'"'"`` � 180 225 270 315
Antenna Height AAT(meters) 30.000 32.400 45.600 (xA :00" 46.500 46.400 33.100 30.000
Transmitting ERP(watts) 2.300 0.200 0.200 '600b; " 62.900 208.200 159.200 27.700
Location Latitude Longitude' Ground Elevation Structrtre3Hgt;to,Tip Antenna Structure
(meters) (meters) tlr, Registration No.
80 41-30-55.0 N 073-39-48.0 W 307.8 52.4''I <:;at 1011871
Address: 183 DENTON LAKE ROAD (a- ,
City:HOLMES County:PLJTNAM State:NY Construction Deadline:04`ZQS�''2012
Antenna: 1 Azimuth(from true north) 0 45 90 135 180 'w'`225a,' ; 270 315
Antenna Height AAT(meters) 99.000 118.600 101.400 154.300 178.700-;$ 96.0�0:'s'`"°� 141.200 185.800
Transmitting ERP(watts) 17.600 13.800 4.900 0.500 0.100 0 40Q' f4 800 13.500
FCC 601-C
Page 16 of 20 August 2007
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA341.0�9 , File Number: Print Date:
Location L,Ad ;, Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) (meters) Registration No.
ar y >
80 41-30- 50 N 5 `' 073-39-48.0 W 307.8 52.4 1011871
J.
Address: 183 DNfON LAKE ROAD
City:HOLMES vfCount:, 14TTNAM State:NY Construction Deadline:04-05-2012
,,,,e NO
Antenna:2 Azimuth�(fromtrue'riorth),O, 45 90 135 180 225 270 315
Antenna Height AAT(meters) x '`99 000 118.600 101.400 154.300 178.700 96.000 141.200 185.800
Transmitting ERP(watts) < , ;- \ 0,100 0.800 7.100 10.900 2.100 0.100 0.100 0.100
Antenna:3 Azimuth(from tree nort );>: 0 '`' 45 90 135 180 225 270 315
Antenna Height AAT(meters) :''° y'99.p,0;0 118.600 101.400 154.300 178.700 96.000 141.200 185.800
Transmitting ERP(watts) '` 01`00 0.100 0.100 0.400 7.200 41.600 30.400 3.500
Location Latitude Longitu`de;, '`N Ground Elevation Structure Hgt to Tip Antenna Structure
'' :'• (meters) (meters) Registration No.
p'``>„i.�•,..dry p.4
81 40-35-19.3 N 073-41-49.1 a` "' 1.5 31.4
Address: 1039 West Park Avenue
City:Long Beach County:NASSAU StateiclY -Construction Deadline:04-05-2012
Antenna: 1 Azimuth(from true north) 0 45 �;;1':r,'= `` 90:'?; 135 180 225 270 315
ati lF1's•• SS
Antenna Height AAT(meters) 30.000 30°000 3,0:500 31.100 31.100 31.100 30.100 30.000
Transmitting ERP(watts) 242.800 117.500l 8: 00 1.200 0.800 1.300 17.200 120.300
Antenna:2 Azimuth(from true north) 0 45 9,0, s=' 35 180 225 270 315
Antenna Height AAT(meters) 30.000 30.000 3�0,;500 1+.100 31.100 31.100 30.100 30.000
Transmitting ERP(watts) 2.700 36.600 18 :40, 222.300 67.900 8.500 0.500 0.400
( ) 1;35' ;'a 180 225 270 315
Antenna:3 Azimuth from true north 0 45 90 �•;°.;; tt
Antenna Height AAT(meters) 30.000 30.000 30.500 ;131. ,- ; 31.100 31.100 30.100 30.000
..
Transmitting ERP(watts) 3.500 0.800 0.500
<;6-,,7,00 69.500 227.400 173.200 35.800
h ^3•h
Location Latitude Longitude Ground Elevation Struct ri i'J, t to.Tip Antenna Structure
(meters) (meters) Registration No.
82 40-36-04.9 N 073-30-12.4 W 1.2 3,41'a 4 .
Address:JONES BEACH MARINE THEATER ={
City:WANTAGH County:NASSAU State:NY Construction Deadline:44-;'0' 012_
Antenna: 1 Azimuth(from true north) 0 45 90 135 180 y225'` ,,
:, 270 315
Antenna Height AAT(meters) 30.000 30.000 30.100 30.200 30.20M,',-,. 30.200;', 30.000 30.000
TransmittingERP(watts) 242.850 117.500 18.000 1.200 0.800 "�'„1"3Q0°" 2117.200 120.300
ny
FCC 601-C
Page 17 of 20 August 2607
J
1 ;
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA31:0;;:.',,,," File Number: Print Date:
Location *I..... u'd'e =`:• Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
(meters) (meters) Registration No.
40-36-Q4:9 i`1 073-30-12.4 W 1.2 34.1
Address:JONES;B'EACH:•MARINE THEATER
City:WANTAGH County:I4, SSAU State:NY Construction Deadline:04-05-2012
Antenna:2 Azimuth from north 45 90 135 180 225 270 315
Antenna Height AAT in'eters) t _30 000 30.000 30.100 30.200 30.206 30.200 30.000 30.000
Transmittin ERP watts tf}
g (_ ) 2 700 36.600 181.400 222.300 67.900 8.500 0.500 0.400
Antenna:3 Azimuth(from true n rth);y'QZ 45 90 135 180 225 270 315
Antenna meters
AAT Height '
g ( ) °,����'�''�= 30�d00 30.000 30.100 30.200 30.200 30.200 30.000 30.000
Transmitting ERP(watts) `;'t 3;500 0.800 0.500 6.700 69.500 227.400 173.200 35.800
Location Latitude Longitude.;,,�.a i. Ground Elevation Structure Hgt to Tip Antenna Structure
t
,,,Z*
(meters) (meters) Registration No.
83 41-15-38.7 N 072-00-51.9 "Y' "�i'23.2 20.4
,,;''�p't, `'bis
Address:JCT ORIENTAL AVE&ETTICK ,rVEti, r,,.y'}
City:FISHERS ISLAND County:SUFFOEK jr �S ale:NY Construction Deadline:64=05-2012
( ) 0 45^`�'',," 0'� 135 180 225 270 315
Antenna: 1 Azimuth from true north
Antenna Height AAT(meters) 30.000 3100 3'80, 33.800' 33.800 33.800 33.800 30.000
Transmitting ERP(watts) 0.800 14.900;,;;:5;13'400 1.1Q0 0.100 0.100 0.100 0.100
Antenna:2 Azimuth(from true north) 0 45 9d,r' ' -'x;135 180 225 270 315
Antenna Height AAT(meters) 30.000 31.600 33{i00 435.800 33.800 33.800 33.800 30.000
Transmitting ERP(watts) 0.100 0.100 O�1OT0' 0`.1 0.200 1.500 0.900 0.100
rs'
Antenna:3 Azimuth(from true north) Q 45 90 135"" '• 180 225 270 315
Antenna Height AAT(meters) 30.000 31.600 33.800 133Q,Q+`✓j 33.800 33.800 33.800 30.000
41
Transmitting ERP(watts) 0.200 0.100 0.100 0.100 0.100 0.400 0.900
Location Latitude Longitude Ground Elevation Structure.Hgt,to,Tip Antenna Structure
(meters) (meters) "<<; Registration No.
84 40-57-46.4 N 072-40-46.9 W 21.9 45,,7A,
Address:900 Reeves Avenue �, R,
City:RIVERHEAD County:SUFFOLK State:NY Construction Deadline%_q,fL 5-2012
Antenna: 1 Azimuth(from-true north) 0 45 90 135 180 270 315
s-=;_•' lei-.,,1
Antenna Height AAT(meters) 60.100 60.100 52.600 50.800 40.700 A._: 44.6,0 33.100 60.100
Transmitting ERP(watts) 146.3'00 65.300 7.700 0.500 0.200 t`4000 'J 9:200 68.400
S, },'�r:Yf--•+'J.t'"1,t"'4
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FCC 601-C
Page 18 of 20 August 2607
i
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Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA3,IQ;`:-; File Number: Print Date:
Location,, Longitude Longitude Ground Elevation Structure Hgt to Tip Antenna Structure
F'"` `,_ ''. ` ;' (meters) (meters) Registration No.
84 40- 072-40-46.9 W 21.9 45,7
Address:900 Reeves Avenue,,.•
City:RIVE RH$AD r,4: ourity:'r,§VFFOLK State:NY Construction Deadline:04-05-2012
Antenna:2 Azimuth'(fiamtru `,riortli) .,p:, 45 90 135 180 225 270 315
''a,�d; »'i .•...',z
Antenna Height AAT(meters) 60"4 ,t,:,r 100 60.100 52.600 50.800 40.700 44.600 33.100 60.100
ra,5,•��Wi^•
Transmitting ERP(watts) f ,i ;r•" .r 2.500 32.500 162.900 208.200 57.300 5.100 0.200 0.100
Antenna:3 Azimuth(from true north),;,, p 45 90 135 180 225 270 315
Antenna Height AAT(meters) ;x}"„ ,a60, U0 60.100 52.600 50.8Q0 40.700 44.600 33.100 60,100
Transmitting '
ERP(watts)) �.;:;.'�,2,:300 ,0.200 0.200 6.000 62.900 208.200 159.200 27.700
Location Latitude Longitude`"-gcs` Ground Elevation Structure Hgt to Tip Antenna Structure
meters meters Registration No.
85 40-45-33.3 N 073-11-30.4 :>`:,' 1.9 71.9
Address: 170 FEDERAL PLAZA , " }
City:CENTRAL ISLIP County: SUFFOL G;;$tate:`NY,>. Construction Deadline:04-05-2012 .
Antenna: 1 Azimuth(from true north) 045;x;:.";z`'`✓90r;;s 135 180 225 270 315
Antenna Height AAT(meters) 34.300 30.400 55':20. 63.500 63.400 62.500 41.900 30.000
Transmitting ERP(watts) Q
242.800 117.50.0;;11&:000., 1.200 0.80 1.300 17.200 120.300
Antenna:2 Azimuth(from true north) 0 45 9.O::a i 4-35 180 225 270 315
Antenna Height AAT(meters) 34.300 30.400 5,5,200 x:63'.500 63.400 62.500 41.900 30.000
Transmitting ERP(watts) 2.700 36.600 1kf;4'Q0, 22,2.300 67.900 8.500 0.500 0.400
Antenna:3 Azimuth(from true north) 0 45 90 ';"_X3$ 180 225 270 315
Antenna Height AAT(meters) 34.300 30.400 55.200 ;63:5OOta 63.400 62.500 41.900 30.000
Transmitting ERP(watts) 3.500 0.800 0.500 69.500 227.400 173.200 35.800
..x�.
Control Points:
Control Pt.No.1
Address: 87 W.PASSAIC STREET
City:ROCHELLE PARK County: State:NJ Telephone Number:
Control Pt.No.2 a,• f i'?` ;y
Address:Manhattan Switch,810 7th Avenue ''
City:New York County: State:NY Telephone Number: :a'
FCC 601-C
Page 19 of 20 August 1001
Licensee Name: NEW CINGULAR WIRELESS PCS,LLC
Call Sign:KNKA310 ."r:ht File Number: Print Date:
Waivers/ 0"i""
This license is conchioned-upon compliance with the provisions of Applications of AT&T Wireless Services,Inc.and Cingular
Wireless Corporttoii For Consent to Transfer Control of Licenses and Authorizations,Memorandum Opinion and Order,FCC
04-255(rel.Ocf126,2004):. -
Commission approv f'tlit application and the licenses contained therein are subject to the conditions set forth in the
,.., �f
Memorandum Opinion;and Order,adoped�on December 29,2006 and released on March 26,2007,and revised in the Order on
Reconsideration,adopteil'and released:6hr Narch 26,2007.See AT&T Inc.and BellSouth Corporation Application for Transfer
of Control,WC Docket No.06 74 T -~,.,orandum Opinion and Order,FCC 06-189(rel.Mar.26,2007);AT&T Inc.and
BellSouth Corporation,W Dob et No7:06-74,Order on Reconsideration,FCC 07-44(rel.Mar.26,2007).
The action taken with respect to 'pplic tim 0004589004 does not preclude or prejudice any potential enforcement action
regarding this Application,and bes,not�viistit4te a waiver of any of the Commission's rules with respect to this Application.
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FCC 601-C
Page 20 of 20 August 2007
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following conditions This license shall'not vest in the licensee+any Tight to operate., a station`'nor anynght in the use,of the„', .
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;frequencies designated in the.lkense beyond the,term,thereof nor in any'other manner thanauthoriae l:herein 'Neither the:.., . .
< ;license nor-the right granted.thereunder;shall be assigned or otherwise transferred in violation of the'Communf;a&oris Act.of .
1934,as"amended.'See 47 U:S:, §310(d). _Tliis license is subject in terrns.to the right of us', control co>jferred by§706 of
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the Comrriumcations Act'of 1934,as amended.,:See 47:U•S.C•.§606. ,, .; ,. .`
This.license.maynot authorize operation thiou hbti the entire e '� sp py ...
p g g graphic,area.or ectrum identified qn the liardcg version
.
To view the specific geographic area and spectium authorized by this license,'refer I the Spectium and Market Area informs
under the,Market Tab of the license re11 cord,in the Universal Licensing.System.(ULS). To view the license record;go'io.the_ULS
homepage at http:#vAreless.fec:goy/uls%index:htm?joti=home and select'Ucense.Search"::;Followahe instructions;on how to
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1.• FCC 6.. MB
. Page 1 of.1 I . April 2009
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REFERENCE COPY ,." . ..:.''.: '':.:.:: ::::.: :.':.,
Ttits.is not'an:of tial FCC Uceaee;It is;a record of public wformWc6l coutainedin the FCC's lic6i*.database.on the date that.this refaceace
copy was
fed.1n casae where FCC rulas require the preshmiation,_posting,or display of an FCC license;this document may hot b®used
in place of as official FCC-liccnsa;
FedierAl,C6bibkn>lcabons Commission.::
Wireless"TeleeommunicationjBureau .
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STATION;RUTHORIZATION.
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0CEr1s` .:,i1gE- wC1K6ULAR WIR'=SS PCS LLC
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PF.ANO TX 75024;:.:;:;':':; :.:,.:.:
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`.FCC ItZe ation Number: RN : 0003Z9L192'.
Grant.Date. ,, .... ::;Effective U Ex ifation Dafe:: Print_Date"
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Waivers/Conditions:
Spectivm ease,as
with this license. See Spectnnn I:easing Arra�genien'i-Letter dated]2!07/2004 and"File`No:
0001757186:. ,
,s
Spectrum Leasing Arrangement associated with,file number 0001757186 was'exteaded t6Ol/05%2009. See file number
0001885143.
Conditions:
Pursuant.to§309(h)"of.the Communications Aaof 1934,as amended,'47-U:S.C.§309(h),thisaicense is subject"to the
following conditions: This license shall not vest in the licensee any right to operate the stat on'iior any right:in'the use of the
frequencies designated in the,license beyond the term'theieof nor in any other manner'than"authorized her ih;'iNcither the
license nor the right granted thereunder shall be assigned or otherwise transferred in violation,of,ihe;.Coriimuniaatfons Act of '
1934,as amended."See 47 U.S.C;§310(d). This license is subject in terms to the right of use of control:conferred by§706 of
the Comm unicatioris`Act of 1934,as amended..See V U.S.C:.§606.
This license may not authorize operation throughout the entire.geographic area or spectrum identified;on"the hardcop',,'rsion."
To view the specific geographic area and spectrum authorized by this license,"refer to the Spectrum and Market;k information
under the Market Tab of the license record in the'ilniversal Licensing System(UI,S), To view the license record,,go to the ULS
homepage at http, wireless.fcc:gov/uls/index.htm?job4ome and select"License Search". Follow the instructions on how to
search for license information.
FCC 601-MB
Page 1 of 2 April 2009
LicenseeName: `NEW:G7NCiULAR' IRMESS PCS,:UC
Call
W6g
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Number: "Pr1nt Date
Commtssion:a roVal'of?lnsra".jication:ettd the liceiises;.aaitained therein are eub'eat to.the conditions set foitli'in the
p pp.:. ]., -to, ......:. ..
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iz6n"and,Or er ado-ted oa Decgmber 29,.2006 an case on- `6 26.2007,and revise"d:;`
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Reconsideiration.ado ted end released on:March 26 200,7:>See AT&T.Inc:.and 13el1Soiif} . 6.
P oration A'PP Itcahon
A.
of Control;WC Docket No.06,74,Mgmafandoin"Opimon and'Order,PCC 061S9(t6, Maf 26,2007);AMT Inc.and
BellSouth Corporstioti WC DOO,etNo.06=74,"praertui,Recanaldaiution,:FCC.0,,7-44.(rel.Mar_26 .2007).' :.::
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In cases where FCC nde* iaqume fhb proserdatia': osthr or l of au FCC livens this document ma notbe riled '
copy was generated." P. F�," �P aY 4 Y
in pleca of in OR FCC lMease: ;'
hot, Federal Communications Coinlnission
Wireless:Telecommunicatlous Bureauo
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5601 L130ACY DRIVB;MS:A 3 '"WY 700 MHz Lower Band(Bloeks A,"
B,$
FCC atlon:Number s 0014980726;' r..';
Gr t D fe'
tiVe fDx irati n"Date: print Date;':::': "
01=06-2009 03-1;6-2010
06-1
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3.2019
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Ifthe4hcilities author�zed.herem are used to,provide bib'd cast_o erations,wlipther exclusivel.,or:in.combination;with other
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servrces,the�licensee;must seek renewal.of the license either,within eiglityears"from the commencement of the.liroadcast
serYice`or witlnn theaeiin of the license had the broadcast:service not been ovide whichever, enod is shof,CT-,in len
47 CFR.§27.:1"3
pr d, p gth See.
.roe. • . .
Conditionsi
Pursuant to§309(1i)of the Communications Act of 1934;as amended,47 U.S.C.§309(h),thisaicen�a.is subject to the
fo]lowing conditions::This license shall not vest in the licensee any right to operate the station nor.any right in,the use of the,.
frequencies designated iri the license beyond the tern thereof nor'in any-other manner than authorized:herein.,Neither the '
license`nor.the right-granted thereunder shall be.assigned or otherwise transferred in violation of the.Commrinications Act of
19M,,as amended: See 47 U.S.C..§310(d).-This license'is subject in tenns.to the right of.use'or control'confe red_by§206 of
the Communications Act of 1934,as amended. See 47.U.S.C.§606.
This license may not authorize operation'throughoui the entire geographic area'or spectrum identified:on the`hardcopy;version.
To view:the specific geographic area and spectrum authorized by this license,refer to the Spectrum and.Market Area information
under the'IMarket Tab of the license record in the Universal Licensing System(ULS). To view the license record,go to the ULS
homepage at http://wireless.fcc.gov/uls/indez.htm?job=home and select"License Search". Follow the instructions on how to
search for license information.
FCC 601-1V[B
Page 1 of 1 April 2009
p'EMRFn10E COPY... ;, :::,,'. �':'.... ,,.•-. : , ,. .
This;is not ao Wracial FCC license:'1t ie;a zecotd:ofpublic informadoa captained in the FCC's.cedsing database on the date that this rofbienca
copy.was generated:In,cease where FCC.ntlestequn the pTeseion,posting,or.display of as I?CC:lioense,this doi;umont may not ba used" . "..
hi place of;an official kC lieeose.
Federm
al Comunications Commission
R!ireleee T.elecommwmcationa;Bureau
cb CA
RADIO'STATION AUTHORIZATION
LICBNSEBi.-AT&T>MOBILITY:IlLLG- -..: .. ;
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948
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PLANO.TX:75024
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Grant Date. Effective-Date y irationDate PriiitDate
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O1-24-2043 03 064320.19.
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lst Build=out Date;;<;; 2nd Build-out Date :::: ;.; ;3rd Build-bid Date:.;: 4th Build-out Date
06-1340.19
Waivers/Conditions
:....
If the facilities autlionzed herein are used:to provide,broadcast erations,.vi!Nether;eiiclusivpl :or,in:combination with,other
Y .
"services*'the:licensee iniust.seek renewal of the license'either'within eight yeurs`from.the'commencenight of the broadcast'.,.,'
service or'w fl tile,term of the license had the.broadcast service.not been:rovided;whichever enod is shorter in len See
P , , P .
47 CFR§27.,13(b):;.
Operation'of t6,iciliti' authorized herein;.are subject to the condition that harmful'interference,.may.not be caused to,.b
must be accepted from UHF TV transmitters in"Canada'and Mexico'asIdentified in existing andany:future agreements with
those countries: "
Conditions: .`
Pursuant to§309(h)of the Communications Act of 1934,as,amended,4TU.S.C.§309(h),thisaicense is subject to the
following conditions: This license shall not vest in the licensee:any right to operate the stationnor`any right in the'use,of-the
frequencies designated in the license beyond the term thereof nor in any other manner than authori ed l'ereiri:'Neither the
license nor the right granted thereunder"shall be assigned or'otherwise transferred in violation of.the Communcations'Act of
1934,as amended. See 47;U.S.C:§310(d). This license is subject in terms to the right of use 6f control:conferred by.§706 of
the Communications Act,of.1934,as amended. -See 47 U.S.C:
-This license may not authorize:operation throughout the entire.geographic area or spectrum identified;on the"hardcopy:Version.
To-view the specific geographic area and spectrum authorized by this license,refer to the Spectrum and;Mark'k Area information
under the Market'Tab of the license record in the Universal Licensing System(ULS). To view the license record,go to'the ULS
homepage at h"Ilwireless.fcc.gov/tils/index.htm?iotrhome and select"License Search". 'Follow the instructions on how to
search for license information. `
FCC 601-MB
Page,1 of I April 2009
REFERENCE COPY `
This is not an official FCC license.It is a record of public information contained in the FCC's licensing database on the date that this reference
copy was generated.In cases where FCC rules require the piesentation,posting,or display of an FCC license,this document may not be used
in place of an official FCC license.
Federal Communications Commission
w Wireless Telecommunications Bureau
15
RADIO STATION AUTHORIZATION
C�E•1� v
LICENSEE: T&I`{MQ ILITY SPECTRUM LLC
�rrl'�t�
Call Sign File Number
ATTN:REGINALD OBE" CID WQIZ617
AT&T MOBILITY SP)rCTRUIvI;TLC
C Radio Service
2200 N.GREENVILLE A
WY-700 MHz Lower Band(Blocks A,
RICHARDSON,TX 75082`;'; B&E)
FCC Registration Number 00148076 4y t`
� (F�� 1r
Grant Date Effective Date>), Expiration Date Print Date
"kJ06-26-2008 11-29=201'2 ? 03-07-2021
Market Number : ' Channel Block Sub-Market Designator
BEA010 'WF vim r 0
Mar,16 ame
New York,' o Ne s,apr,-Long Isl
1st Build-out Date 2nd Build-out Date '`s;`: 31ri1 Build-out Date 4th Build out Date
03-07-2017 03-07-2021
Waivers/Conditions:
If the facilities authorized herein are used to provide broadcast operations;,wether exclusively or in combination with other
services,the licensee must seek renewal of the license either within eight years from the commencement of the broadcast
service or within the term of the license had the broadcast service not been provided,whichgyer period is shorter in length. See
47 CFR§27.13(b)•
r
Conditions:
Pursuant to §309(h)of the Communications Act of 1934,as amended,47 U.S.C. §309(h),'thitticiaseF is subject to the
following conditions: This license shall not vest in the licensee any right to operate the statiori'nbr anyfigll,in the use of the
frequencies designated in the license beyond the term thereof nor in any other manner than author•zed f'ftiii',Neither the .
license nor the right granted thereunder shall be assigned or otherwise transferred in violatiotif 1heCommilpicati6ns Act of
1934,as amended. See 47 U.S.C. §310(d). This license is subject in terms to the right of us e r cod trc l;eoi ferred:by§.706 of
the Communications Act of 1934,as amended. See 47 U.S.C.§606.
This license may not authorize operation throughout the entire geographic area or spectrum identified on,theYacdGb'"py�;yersion.
To view the specific geographic area and spectrum-authorized by this license,refer to the Spectrum and;lVTarket'Area informatio
under the Market Tab of the license record in the Universal Licensing System(ULS). To view the license record,go to the ULS
homepage at http://wireless.fcc.gov/uls/index.htm?job=home and select"License Search". Follow the instructions on how to
search for license information.
FCC 601-MB
Page 1 of 1 April 2009
REFERENCE COPY
This is not an official FCC license.It is a record of public information contained in the FCC's licensing database on the date that this reference
copy was generated.In cases where FCC rules require the presentation,posting,or display of an FCC license,this document may-not be used
in place of an official FCG•,license.
Federal Communications Commission
tu
Z , Wireless Telecommunications Bureau
amiss 3 RADIO STATION AUTHORIZATION
LICENSEE: A:T&1MQILITY SPECTRUM LLC
Call Sin File Number
ATTN:REGINALD YgUNGB1;COD WPZA235
AT&T MOBILITY SPECTRLIIv`fi tC Radio Service
2200 N.GREENVILLE A $f1W 'f WZ-700 MHz Lower Band(Blocks C,
RICHARDSON,TX 75082 r<:?:,;• D)
FCC Registration Number(FRN): 0014,9.,80726
Grant Date Effectiv'e:Date``,,y Expiration Date Print Date
12-11-2003 11-29:`111:.:2 ?` 06-13-2019
Market Number
1
hitpel Block Sub-Market Designator
EAG701 R��h ";� ' n 0
Mar 0., me
�NQrthea�t�,r�„,
a. k'A l�
1st Build-out Date 2nd Build-out Date <` 3�rd)Build-out Date 4th Build-out Date
06-13-2019x ;;
Waivers/Conditions: () K> %
F�. :i'.
Operation of the facilities authorized herein,are subject to the conditioh`,that,hr,ful interference may not be caused to,but
must be accepted from UHF TV transmitters in Canada and Mexico as ideAtifie'dYin existing and any future agreements with
those countries.
If the facilities authorized herein are used to provide broadcast operations,whether,' elilsively d"fin combination with other
services,the licensee must seek renewal of the license either within eight years from.the commencement of the broadcast
service or within the term of the license had the broadcast service not been provide'};% ichever period is shorter in length. See
47 CFR§27.13(b). ` :,;
Conditions: _ � ';'
Pursuant to§309(h)of the Communications Act of 1934,as amended,47 U.S.C.§309(h), liis license'is subject to the
following conditions: This license shall not vest in the licensee any right to operate the station'hor any_rtght.in the use of the
frequencies designated in the license beyond the term thereof nor in any other manner than authoriither the
license nor the right granted thereunder shall be assigned or otherwise transferred in violatio ,of t1reCommuttications Act of
1934,as amended. See 47 U.S.C. §310(d). This license is subject in terns to the right of use or cby §706 of
the Communications Act of 1934,as amended. See 47 U.S.C.
This license may not authorize operation throughout the entire geographic area or spectrum identified<on thepha dCopy;version.
To view the specific geographic area and spectrum authorized by this license,refer to the Spectrum and M !Area information
under the Market Tab of the license record in the Universal Licensing System(ULS). To view the license record,go to the ULS
homepage at http://wireless.fcc.gov/uls/index.htm?job=home and select"License Search". Follow the instructions on how to
search for license information.
FCC 601-MB
Page 1 of 2 April 2009
Licensee Name: AT&T MOBILITY SPECTRUM LLC
Call Sign: WPZA235,, -),,a File Number: Print Date:
This applicatioriis'g{aned pursuant to the Commission's Order In the Matter of Qualcomm Incorporated Petition for
Declaratory�tu�ling,WaDdelcet No.05-7,FCC 06-155,released October 13,2006.
k }�.
Ht
43 at�' ��•`.'I^'�'�'c:fey�,..
i
tl(ctr'y }'Pi i.�
• r��"•vk'Gtiti�''tc� ~'
4};�r.
FCC 601-MB
Page 2 of 2 April 1009
e
am
i
RF Exposure Analysis for Proposed Upgrade
New Cingular Wireless PCS LLC (AT&T) Antenna Facility
Site ID: LI-1025
1040 -B HORTON'S LANE, SOUTHOLD NY
March 18th, 2014
Prepar d by
Stephane Guillabert
Senior RF Engineer
Bechtel Communications,Inc.
� sr
New Cingular Wireless PCS, LLC(AT&T)
Table of Contents
1. INTRODUCTION.................................................................................................................................3
2. SITE DATA...........................................................................................................................................3
3. RF EXPOSURE PREDICTION...........................................................................................................4
4. FCC GUIDELINES FOR EVALUATING THE ENVIRONMENTAL
EFFECTS OF RF EMISSION.............................................................................................................4
5. COMPARISON WITH STANDARDS AT 6 FT ABOVE STREET LEVEL..................................5
6. CONCLUSION AT 6 FT ABOVE STREET LEVEL........................................................................5
7. FCC LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE)..........................................6
8. EXHIBIT A—INDIVIDUAL SYSTEMS POWER DENSITY BY DISTANCE
AT6FT ABOVE GROUND.................................................................................................................7
9. ATTACHMENTS..................................................................................................................................9
10. FOR FURTHER INFORMATION...................................................................................................10
11. REFERENCES...................................................................................................................................10
2
New Cingular Wireless PCS, LLC(AT&T)
1. Introduction
This report constitutes an RF exposure analysis in connection with the proposed New Cingular Wireless PCS, LLC
(AT&T) antenna facility located at 1040 — B Horton's Lane, Southold, NY. This analysis uses site-specific
engineering data to determine the predicted levels of radio frequency(RF)electromagnetic energy in the vicinity of the
upgraded facility and compares those levels with the Maximum Permissible Exposure(MPE) limits established by the
Federal Communications Commission.
2. Site Data
AT&T Site Name: LI-1025
Number of simultaneously operating channels UMTS 1900:2-2-2
UMTS850:2-2-2
LTE700:2-2-2
LTE 1900:2-2-2
Type of antenna Andrew SBNHH-1D65A
Power per channel(Watts ERP) UMTS 1900: 555 Watts
UMTS850:298 Watts
LTE700:260 Watts
LTE1900: 838 Watts
Top of Antenna(feet AGL) 72' for LTE and 62' for UMTS
Antenna Aperture Length 55"
3
c-
New Cingular Wireless PCS, LLC(AT&T)
3. RF Exposure Prediction
The following equations established by the FCC,in conjunction with the site data,were used to determine the levels of
RF electromagnetic energy present in the vicinity of the upgraded facility':
0.64*N*EIRP(9)
PowerDensity = )r*R 2 (mw/cm2) Eq. 1-Farfield
Where, N= Number of channels, R= distance in cm from the RC (Emission Center) of antenna, and EIRP(0) = The
isotropic power expressed in milliwatts in the direction of prediction point.
P lch*N*103
PowerDensity = 2* in *R*h*a l 360 (mw/cm2) Eq.2-Near-field
Where Pi„/ch=Input power to antenna terminals in watts/ch,R=distance to center of emission,
h=aperture height in meters, a =3 dB band-width of horizontal pattern.
4. FCC Guidelines for Evaluating the Environmental Effects of RF Emission
In 1985,the FCC established rules to regulate radio frequency(RF)exposure from FCC licensed antenna facilities. In
1996, the FCC updated these rules, which were further amended in August 1997 by a Second Memorandum Opinion
and Order. These new rules represent a consensus of the federal agencies responsible for the protection of public
health and the environment, including the Environmental Protection Agency (EPA), the Food and Drug
Administration (FDA), the National Institute for Occupational Health and Safety (NIOSH), and the Occupational
Safety and Health Administration(OSHA).
Under the laws that govern the delivery of wireless communications services in the United States, as amended by the
Telecommunications Act of 1996, the FCC has exclusive jurisdiction over RF emissions from personal wireless
antenna facilities, which include cellular, PCS, messaging and aviation sites.2 Pursuant to its authority under federal
law,the FCC has established rules to regulate the safety of emissions from these facilities.
'RF exposure is measured and predicted in terms of power density in units of milliwatts(mW),a thousandth of a watt,or
microwatts(ill W),a millionth of a watt,per square centimeter(cm2). Data comparing predictive analysis with on site
measurements has demonstrated that power density can be effectively predicted at given locations in the vicinity of a wireless
antenna facility.
2 47 U.S.C.Section 332(c)(7)(B)(iv)states that"[n]o State or local government or instrumentality thereof may regulate the
placement,construction,and modification of personal wireless service facilities on the basis of the environmental effects of radio
frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions."
4
New Cingular Wireless PCS, LLC(AT&T)
5. Comparison with Standards at 6 ft above street level
The maximum cumulative power density at the facility represents 1.27%of the public/uncontrolled MPE limit.This is
at 6 feet above ground and approximately 80 feet from the antenna facility.
Cumulative percentage of FCC uncontrolled limit by distance.
Uncontrolled MPE Result
10000
100%of Controlled Limit
100%of Uncontrolled MPE
———-5%of Uncontrolled M PE
1000 Predicted Poweroensity
100
W
IL
10
0
c -
0
1 �
0
0.1
100/
0.01
0.1 1 10 100 1000 10000
Horizontal Distance From Antenna at 6ft above ground, ft
See Exhibit A for graphic breakdown of individual systems power density by distance.
6. Conclusion at 6 ft above street level
This analysis requires a conservative methodology and is based on the simultaneous and continuous operation of all
proposed transmitters. In actual operation,many of the transmitters will operate intermittently and therefore the actual
levels will be even lower. This analysis shows that the maximum power density in accessible areas at this location is
well below the Maximum Permissible Exposure limit established by the FCC.
5
New Cingular Wireless PCS, LLC(AT&T)
7. FCC Limits for Maximum Permissible Exposure (MPE)
Power Density
(MW"
100 Occupatimal
`s
--------- General Public,
•5
5.0
(� 5
�k
55
t
5
-----------
R5 e
PI
5� >f
y l+
5 /
0.2 `�-----------
14
1 I 1 ! 1 1 va
4.8 1.34 3.4 30 300 1,500 100,000
Frequency(Wz)
6
New Cingular Wireless PCS, LLC(AT&T)
8. Exhibit A—individual systems power density by distance at 6ft above ground
ATT LTET00
10000
1000
100
N
E
U
10
3
m 1
0
m
0 0.1
a
001
0-001 -
0.1 1 10 100 1000 10000
Horizontal Distance From Antenna at 6ft above
ground,ft
ATT LTE1900
10000
1000
100
E 10
U
3 1
2�Z
m 0.1
m
0 0.01
a-
0.001 0.001
0.0001
0.00001
0.1 1 10 100 1000 10000
Horizontal Distance from Antenna at 6ft above ground,
ft
7
New Cingular Wireless PCS, LLC(AT&T)
ATT UMTS1900
10000
1000
100
E 10
_U
1
0 0.1
m
0 0-01
d
0.001
0-0001
0.00001
0-1 1 10 100 1000 10000
Horizontal Distance from Antenna at 6ft above ground, ft
ATT UMTS850
10000
1000
100
E 10
U
1
3
c
0.1
(D
0 0.01
IL 0.001
0.0001
0-00001
0.000001
0-1 1 10 100 1000 10000
Horizontal Distance fromAntenna at 6ft above ground, ft
8
New Cingular Wireless PCS, LLC(AT&T)
9. Attachments
ATTACHMENT A
- LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE)
(A) Limits for Occupational/Controlled Exposure
Frequency Electric Field Magnetic Field Power Density Averaging
Time
Range Strength (E) Strength (H) (S) 1E12, IH12 or
S
(MHz) (V/m) (o/m) (mw/cm2) (minutes)
0.3-3.0 614 1.63 (100)* 6
3.0-30 1842/f 4.89/f (900/f2)* 6
30-300 61.4 0.163 1.0 6
300-1500 — -- f/300 6
1500.100,000 -- -- 5 6
(B) Limits for General Population/Uncontrolled Exposure
Frequency Electric Field Magnetic Field Power Density Averaging
Time
Range Strength (E) Strength (H) (S) 1E12, IH12 or
S
(MHz) (V/m) (A/m) (MVI/CM2) (minutes)
0.3.1.34 614 1.63 (100)* 30
1.34-30 824/f 2.19/f (180/f2)* 30
30-300 27.5 0.073 0.2 30
300-1500 -- -- f/1500 30
1500-100,000 -. -- 1.0 30
f= frequency in MHz*Plane-%%ave equivalent power density
NOTE 1: Occupational/controlled limits apply in situations in which persons are
exposed as a consequence of their employment provided those persons are fully aware
of the potential for exposure and can exercise control over their exposure. Limits for
occupational/controlled exposure also apply in situations when an individual is transient
through a location where occupational/controlled limits apply provided he or she is mac
aware of the potential for exposure.
NOTE 2: General population/uncontrolled exposures apply in situations in which
the general public may be exposed, or in which persons that are exposed as a
consequence of their employment may not be fully aware of the potential for exposure
or Gan not exercise control over their exposure.
9
New Cingular Wireless PCS, LLC(AT&T)
ATTACHMENT B
INFORMATION I
INFORMATION 1
INFORMACION�j The signs must be posted in a visible area at each entrance to the site and at
•- localized areas.
j ACAUTION signs alert persons that they are attempting to enter an area in which RF
exposure may exceed the Occupational/Controlled MPE.
r
The signs must be posted in a visible area at each entrance to the site and at
localized areas (in conjunction with any required barriers) when the RFE survey
indicates that exposure levels in any area of the rooftop are equal to or exceed the
On t61s tower:
R.db^eq.enoy0eklseemsoro Occupational - Controlled MPE.
antenna.1y
oaaeod FCC rules
for�urnan eaposuro.
n.wMa mmenww.o,....—d a
imMer a a�e...a.ay.aer.w w
10. For Further Information
Additional information about the environmental impact of RF energy from personal wireless antenna facilities can be
obtained from the Federal Communications Commission:
Dr.Robert Cleveland
Federal Communications Commission
Office of Engineering and Technology
Washington,DC 20554
RF Safety Program: 202-418-2464
Internet address: rfsafety@fcc.gov
RF Safety Web Site: www.fcc.gov/oet/rfsafety
11. References
[1] The Communications Act of 1934,as amended by the Telecommunications Act of 1996,47 U.S.C. Section
332(c)(7)(B)(iv).
[2] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Notice of Proposed
Rulemaking,ET Docket 93-62, 8 FCC Rcd 2849(1993).
[3] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Report and Order,ET
Docket 93-62,FCC 96-326,adopted August 1, 1996. 61 Federal Register 41006(1996).
[4] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Second Memorandum
Opinion and Order,ET Docket 93-62,adopted August 25, 1997.
[5] Evaluating Compliance with FCC Guidelines for Human Exposure to Radio frequency Electromagnetic
Fields,OET Bulletin 65,August, 1997.
10
valmontT
STRUCTURES
VALMONT MICROFLECT
3575 25th St. SE
Salem, OR 97302
PHONE: 1-800-547-2151
ENGINEER: Nathan Ross
Reviewed by:
COMMUNICATION POLE
DESIGN CALCULATIONS
OF NEAM 0
by
y � w
F 0
KMB DESIGN
VALMONT ORDER# 279218 FEB 03 2017
.SITE NAME: SOUTHOLD, NY
POLE HEIGHT: 34FT (95 FT AGL)
%lal
on' t Page 1
STRUCTURES
1/30/17
ENGINEERING DATA
for
KMB DESIGN
SOUTHOLD,NY
VALMONT QUOTATION 279218
1) STRUCTURE DESIGN CONFORMS TO EIA/TIA-222-G INCLUDING:
105.0 MPH WIND(3 SECOND GUST,50 YR.RETURN PERIOD)
50.0 MPH ICE WIND(50 YR.RETURN PERIOD)
DESIGN ICE THICKNESS=0.75 INCHES
EXPOSURE CATEGORY C
STRUCTURE CLASSIFICATION If
TOPOGRAPHIC CATEGORY 1
60.0 MPH BASIC WIND SPEED WITH NO ICE FOR TWIST AND SWAY
2) FEEDLINES ARE ASSUMED TO BE PLACED INTERIOR TO THE POLE.
3) ALL MICROWAVE ASSUMED TO BE 6 GHz UNLESS OTHERWISE NOTED.
4) TOTAL POLE HEIGHT IS 35 FT AGL
5) (6)48 IN X 10 FT CANISTERS TO 95 FT AGL
6) ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE(APPROX 1 FT AGL)
7) POLE DESIGNED TO 135 MPH ULTIMATE WIND SPEED PER IBC 2012
8) WIND SPEED CONVERSION TO 105 MPH NOMINAL PER IBC 2012 1609.3.1
9) LOADING AS FOLLOWS:
34.0'POLE
1-48"DIA X 60'CELL SILO @ 34.0
STRUCTURE ANCHORAGE INFORMATION
POLE HEIGHT(FT): 34 NUMBER OF A.B.'s: 8
BOLT CIRCLE(IN): 54.50 DIA.OF A.B.'s(IN): 1.75
BASE VERTICAL(K): 22.00 LENGTH OF A.B.'s(IN): 66.00
BASE SHEAR(K): 11.77 PROJECTION LENGTH(IN): 8.75
BASE MOMENT(FT-K): 630 TEMPLATE OD(IN): 58.00
,/almost - Structures Engineering Form#3098(12105)
Page 2
val ont T
STRUCTURES
BY DATE
CHKD.BY DATE SHEET NO.
1/30/17
ENGINEERING DATA
for
KMB DESIGN
SOUTHOLD, NY
VALMONT QUOTATION 279218
EIA/TIA-222-G
BASIC WIND: 105.0 MPH DESIGN ICE THICKNESS: 0.75 IN.
WIND&ICE: 50.0 MPH EXPOSURE CATEGORY: C
TWIST&SWAY: 60.0 MPH STRUCTURE CLASS.: II
Ss: N/A TOPOGRAPHIC CATEGORY: 1
Sl: N/A
DATA W.O.ICE DATA W/ICE
QTY DESCRIPTION HEIGHT EPA WT EPA WT
1 48"DIA X 60'CELL SILO @ 34.0' 144.00 12000 225.00 24000
f Valmont - Structures EnaineeForm#3098(12/05)
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
*** SUMMARY ***
Design Code: TIA-222-G Addendum 2
---------------------------------------------------- DESIGN SUMMARY ------------------------------
----------------------
Height Above Base Plate (ft) 34.00 Ground Line Diameter (in) 48.000 Pole Shaft Weight (lbs) 5472
Top Diameter (in) 48.000
Pole Taper (in/ft) 0.00000 Shape: 16 Sides
Section Characteristics /First/
Base Diameter (in) 48.000
Top Diameter (in) 48.000
Thickness (in) 0.31250
Length (ft) 34.000
Weight (lbs) 5472
Yield Strength (ksi) 65.00
------------------------------------------- ANALYSIS SUMMARY -------------------------------------------
Pt. of Governing Pole
Fixity Level Sec.l Top
Governing Load Case WIND WIND WIND
Height (ft) 0.00 0.00 34.00
Resultant Moment (in-kips) 7562 7562 3481
Shear Force (lbs) 11774 11774 8078
Axial Force (lbs) 20976 20976 14356
Effective Yield Strength (ksi) 71.62 71.62 71.62
Combined Interaction Value 0.22 0.22 0.10
Total Deflection (in) 0.00 0.00 1.28
Note: Diameters are outside, measured across the flats
Forces and moments are reported in the local element coordinate system
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
*** POLE SHAFT POINT OF FIXITY REACTIONS ***
Loading Moments Moments Moments Moments Shear Shear Shear Notes
Case About About Resultant Vertical In In Resultant
Identifier X-Axis Y-Axis (X & Y) Torsional Force X-Direction Y-Direction (X & Y)
(in-kips) (in-kips) (in-kips) (in-kips) (lbs) (lbs) (lbs) (lbs)
WIND 5793 -4861 7562 0 20979 7565 9015 11769
ICE + WIND 1326 -1113 1732 0 38108 1809 2156 2814
T+S 1056 -886 1379 0 17473 1381 1646 2149
Note: Positive vertical force is downward.
Reactions are considered in the global coordinate system.
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
*** INPUT LOADS ***
Design Code TIA-222-G Addendum 2
Loading Case WIND
Orientation of System
Basic Wind Velocity is 105.00 mph Ice Thickness 0.00 +******* +X-Axis
Wind Orientation is 50.0 Degrees Clockwise From +X Axis * * . (Transverse)
Structure Weight Overload Factor is 1.200
Exposure C, Gust Factor 1.10
Structure Category 2, Topographic Category 1, Crest Height.0.00 ft (Longitudinal) * * (Vertical)
Orientations are Measured Clockwise From +X Axis +Y-Axis * * +Z-Axis
Positive Y Axis is 90 Degrees Clockwise From +X Axis
Foundation Rotation of 0.00 Degrees
Elevation of structure base above surrounding terrain = 1.00 ft
Load Mounting Load Load Orientation
Number Height Height Eccentricity in XY Plane Force-X Force-Y Force-Z EPA
(ft) (ft) (ft) (Degrees) (lbs) (lbs) (lbs) (ft^2)
1 34.00 69.90 0.00 50.00 5142 6128 14400 144.00 1-48" DIA X 6
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
*** INPUT LOADS ***
Design Code TIA-222-G Addendum 2
Loading Case ICE + WIND
Orientation of System
Basic Wind Velocity is 50.00 mph Ice Thickness 0.75 +******* +X-Axis
Wind Orientation is 50.0 Degrees Clockwise From +X Axis * * (Transverse)
Structure Weight Overload Factor is 1.200
Exposure C, Gust Factor 1.10
Structure Category 2, Topographic Category 1, Crest Height 0.00 ft (Longitudinal) * * (Vertical)
Orientations are Measured Clockwise From +X Axis +Y-Axis * * +Z-Axis
Positive Y Axis is 90 Degrees Clockwise From +X Axis
Foundation Rotation of 0.00 Degrees
Elevation of structure base above surrounding terrain = 1.00 ft
Load Mounting Load Load Orientation
Number Height Height Eccentricity in XY Plane Force-X Force-Y Force-Z EPA
(ft) (ft) (ft) (Degrees) (lbs) (lbs) (lbs) (ft^2)
1 34.00 69.90 0.00 50.00 1139 1357 28800 225.00 1-48" DIA X 6
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
*** INPUT LOADS ***
Design Code TIA-222-G Addendum 2
Loading Case T+S
Orientation of System
Basic Wind Velocity is 60.00 mph Ice Thickness 0.00 +******* +X-Axis
Wind Orientation is 50.0 Degrees Clockwise From +X Axis * * (Transverse)
Structure Weight Overload Factor is 1.000
Exposure C, Gust Factor 1.10
Structure Category 2, Topographic Category 1, Crest Height 0.00 ft (Longitudinal) * * (Vertical)
Orientations are Measured Clockwise From +X Axis +Y-Axis * * +Z-Axis
Positive Y Axis is 90 Degrees Clockwise From +X Axis
Foundation Rotation of 0.00 Degrees
Elevation of structure base above surrounding terrain = 1.00 ft
Load Mounting Load Load Orientation
Number Height Height Eccentricity in XY Plane Force-X Force-Y Force-Z EPA
(ft) (ft) (ft) (Degrees) (lbs) (lbs) (lbs) (ft-2)
1 34.00 69.90 0.00 50.00 939 1119 12000 144.00 1-48" DIA X 6
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
*** Properties ***
Distance Diameter
From Across Wall D/t W/t Moments of
Connection Base Flats Thickness Across Across Inertia Area
Locations (ft) (in) (in) Flats Flats (in^4) (in^2)
Top of Sect 1 34.00 48.000 0.3125 153.60 25.32 13585 47.30
31.50 48.000 0.3125 153.60 25.32 13585 47.30
29.00 48.000 0.3125 153.60 25.32 13585 47.30
26.50 48.000 0.3125 153.60 25.32 13585 47.30
24.00 48.000 0.3125 153.60 25.32 13585 47.30
21.50 48.000 0.3125 153.60 25.32 13585 47.30
19.00 48.000 0.3125 153.60 25.32 13585 47.30
16.50 48.000 0.3125 153.60 25.32 13585 47.30
14.00 48.000 0.3125 153.60 25.32 13585 47.30
11.50 48.000 0.3125 153.60 25.32 13585 47.30
9.00 48.000 0.3125 153.60 25.32 13585 47.30
6.50 48.000 0.3125 153.60 25.32 13585 47.30
4.00 48.000 0.3125 153.60 25.32 13585 47.30
2.00 48.000 0.3125 153.60 25.32 13585 47.30
Pt of Fixity 0.00 48.000 0.3125 153.60 25.32 13585 47.30
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
Forces and Moments for Pole in the Local Element Coordinate System
Loading Case WIND
Dist. From Resultant Shear Shear Resultant
Base Mx My Mx & My Torsion X-Dir. Y-Dir. Shear Axial
(ft) (in-kips) (in-kips) (in-kips) (in-kips) (lbs) (lbs) (lbs) (lbs)
34.00 2667 -2237 3481 0 5193 6188 8078 14356
31.50 2856 -2396 3728 0 5390 6424 8385 14841
29.00 3052 -2561 3984 0 5584 6655 8687 15327
26.50 3255 -2731 4249 0 5774 6881 8983 15813
24.00 3465 -2907 4523 0 5960 7103 9273 16299
21.50 3681 -3089 4806 0 6142 7320 9555 16785
19.00 3904 -3276 5097 0 6319 7531 9831 17272
16.50 4133 -3468 5396 0 6491 7735 10098 17759
14.00 4368 -3665 5702 0 6657 7933 10356 18246
11.50 4609 -3868 6017 0 6820 8127 10610 18734
9.00 4856 -4075 6339 0 6982 8321 10862 19222
6.50 5109 -4287 6669 0 7144 8513 11114 19710
4.00 5367 -4504 7006 0 7305 8706 11365 20198
2.00 5578 -4681 7282 0 7434 8859 11565 20590
0.00 5793 -4861 7562 0 7568 9019 11774 20976
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
Deflections and Stresses for Pole
Loading Case WIND *** Deflections and Stresses ***
Distance Defl. Axial Flexural Shear Torsion Combined Effective
From Defl. Defl. Resultant Defl. Interaction Interaction Interaction Interaction Stress Yield
Base X-Dir Y-Dir X & Y Z-Dir Rotation Term Term Term Term Interaction Strength
(ft) (in) (in) (in) (in) (deg.) (ksi)
34.00 0.8 1.0 1.3 0.0 0.32 0.00 0.10 0.01 0.00 0.10 71.62
31.50 0.7 0.9 1.1 0.0 0.30 0.01 0.10 0.01 0.00 0.11 71.62
29.00 0.6 0.7 1.0 0.0 0.29 0.01 0.11 0.01 0.00 0.12 71.62
26.50 0.5 0.6 0.8 0.0 0.27 0.01 0.12 0.01 0.00 0.12 71.62
24.00 0.4 0.5 0.7 0.0 0.25 0.01 0.13 0.01 0.00 0.13 71.62
21.50 0.4 0.4 0.6 0.0 0.23 0.01 0.13 0.01 0.00 0.14 71.62
19.00 0.3 0.3 0.4 0.0 0.21 0.01 0.14 0.01 0.00 0.15 71.62
16.50 0.2 0.3 0.3 0.0 0.1.9 0.01 0.15 0.01 0.00 0.16 71.62
14.00 0.2 0.2 0.2 0.0 0.16 0.01 0.16 0.02 0.00 0.17 71.62
11.50 0.1 0.1 0.2 0.0 . 0.14 0.01 0.17 0.02 0.00 0.17 71.62
9.00 0.1 0.1 0.1 0.0 0.11 0.01 0.18 0.02 0.00 0.18 71.62
6.50 0.0 0.0 0.1 0.0 0.08 0.01 0.19 0.02 0.00 0.19 71.62
4.00 0.0 0.0 0.0 0.0 0.05 0.01 0.20 0.02 0.00 0.20 71.62
2.00 0.0 0.0 0.0 0.0 0.03 0.01 0.20 0.02 0.00 0.21 71.62
0.00 0.0 0.0 0.0 0.0 0.00 0.01 0.21 0.02 0.00 0.22 71.62
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
Forces and Moments for Pole in the Local Element Coordinate System
Loading Case ICE + WIND
Dist. From Resultant Shear Shear Resultant
Base Mx My Mx & My Torsion X-Dir. Y-Dir. Shear Axial
(ft) (in-kips) (in-kips) (in-kips) (in-kips) (lbs) (lbs) (lbs) (lbs)
34.00 597 -501 779 0 1162 1384 1807 28798
31.50 639 -536 834 0 1216 1449 1892 29501
29.00 684 -574 892 0 1270 1513 1975 30203
26.50 730 -613 953 0 1322 1575 2057 30903
24.00 778 -653 1016 0 1373 1636 2136 31601
21.50 828 -695 1081 0 1423 1696 2214 32297
19.00 880 -738 1149 0 1471 1754 2289 32990
16.50 933 -783 1219 0 1518 1809 2362 33680
14.00 989 -830 1290 0 1564 1863 2432 34368
11.50 1045 -877 1365 0 1608 1916 2501 35052
9.00 1104 -926 1441 0 1652 1969 2570 35731
6.50 1164 -976 1519 0 1695 2021 2638 36405
4.00 1225 -1028 1599 0 1739 2073 2706 37072
2.00 1275 -1070 1665 0 1774 2114 2759 37597
0.00 1326 -1113 1732 0 1810 2157 2816 38108
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
Deflections and Stresses for Pole
Loading Case ICE + WIND *** Deflections and Stresses ***
Distance Defl. Axial Flexural Shear Torsion Combined Effective
From Defl. Defl. Resultant Defl. Interaction Interaction Interaction Interaction Stress Yield
Base X-Dir Y-Dir X & Y Z-Dir Rotation Term Term Term Term Interaction Strength
(ft) (in) (in) (in) (in) (deg.) (ksi)
34.00 0.2 0.2 0.3 0.0 0.07 0.01 0.02 0.00 0.00 0.03 71.62
31.50 0.2 0.2 0.3 0.0 0.07 0.01 0.02 0.00 0.00 0.03 71.62
29.00 0.1 0.2 0.2 0.0 0.07 0.01 0.02 0.00 0.00 0.04 71.-62
26.50 0.1 0.1 0.2 0.0 0.06 0.01 0.03 0.00 0.00 0.04 71.62
24.00 0.1 0.1 0.2 0.0 0.06 0.01 0.03 0.00 0.00 0.04 71.62
21.50 0.1 0.1 0.1 0.0 0.05 0.01 0.03 0.00 0.00 0.04 71.62
19.00 0.1 0.1 0.1 0.0 0.05 0.01 0.03 0.00 0.00 0.04 71.62
16.50 0.0 0.1 0.1 0.0 0.04 0.01 0.03 0.00 0.00 0.05 71.62
14.00 0.0 0.0 0.1 0.0 0.04 0.01 0.04 0.00 0.00 0.05 71.62
11.50 0.0 0.0 0.0 0.0 0.03 0.01 0.04 0.00 0.00 0.05 71.62
9.00 0.0 0.0 0.0 0.0 0.02 0.01 0.04 0.00 0.00 0.05 71.62
6.50 0.0 0.0 0.0 0.0 0.02 0.01 0.04 0.00 0.00 0.05 71.62
4.00 0.0 0.0 0.0 0.0 0.01 0.01 0.04 0.00 0.00 0.06 71.62
2.00 0.0 0.0 0.0 0.0 0.01 0.01 0.05 0.00 0.00 0.06 71.62
0.00 0.0 0.0 0.0 0.0 0.00 0.01 0.05 0.00 0.00 0.06 71.62
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Forces and Moments for Pole in the Local Element Coordinate System Fuse 1.13.0.0
Loading Case T+S
Dist. From Resultant Shear Shear Resultant
Base Mx My Mx & My Torsion X-Dir. Y-Dir. Shear Axial
(ft) (in-kips) (in-kips) (in-kips) (in-kips) (lbs) (lbs) (lbs) (lbs)
34.00 486 -408 635 0 947 1128 1473 11999
31.50 521 -437 680 0 983 1171 1529 12401
29.00 556 -467 726 0 1018 1213 1584 12803
26.50 593 -498 775 0 1053 1255 1638 13206
24.00 632 -530 825 0 1087 1295 1691 13608
21.50 671 -563 876 0 1120 1335 1743 14011
19.00 712 -597 929 0 1153 1374 1793 14413
16.50 754 -632 984 0 1184 1411 1842 14816
14.00 796 -668 1040 0 1215 1448 1890 15218
11.50 840 -705 1097 0 1244 1483 1936 15621
9.00 885 -743 1156 0 1274 1519 1982 16023
6.50 932 -782 1216 0 1304 1554 2029 16426
4.00 979 -821 1278 0 1334 1589 2075 16829
2.00 1017 -854 1328 0 1357 1618 2112 17151
0.00 1056 -886 1379 0 1382 1647 2150 17472
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
Deflections and Stresses for Pole
Loading Case T+S *** Deflections and Stresses ***
Distance Defl. Axial Flexural Shear Torsion Combined Effective
From Defl. Defl. Resultant Defl. Interaction Interaction Interaction Interaction Stress Yield
Base X-Dir Y-Dir X & Y Z-Dir Rotation Term Term Term Term Interaction Strength
(ft) (in) (in) (in) (in) (deg.) (ksi)
34.00 0.2 0.2 0.2 0.0 0.06 0.00 0.02 0.00 0.00 0.02 71.62
31.50 0.1 0.2 0.2 0.0 0.06 0.00 0.02 0.00 0.00 0.02 71.62
29.00 0.1 0.1 0.2 0.0 0.05 0.00 0.02 0.00 0.00 0.02 71.62
26.50 0.1 0.1 0.1 0.0 0.05 0.00 0.02 0.00 0.00 0.03 71.62
24.00 0.1 0.1 0.1 0.0 0.05 0.00 0.02 0.00 0.00 0.03 71.62
21.50 0.1 0.1 0.1 0.0 0.04 0.00 0.02 0.00 0.00 0.03 71.62
19.00 0.1 0.1 0.1 0.0 0.04 0.01 0.03 0.00 0.00 0.03 71.62
16.50 0.0 0.0 0.1 0.0 0.03 0.01 0.03 0.00 0.00 0.03 71.62
14.00 0.0 0.0 0.0 0.0 0.03 0.01 0.03 0.00 0.00 0.03 71.62
11.50 0.0 0.0 0.0 0.0 0.02 0.01 0.03 0.00 0.00 0.04 71.62
9.00 0.0 0.0 0.0 0.0 0.02 0.01 0.03 0.00 0.00 0.04 71.62
6.50 0.0 0.0 0.0 0.0 0.01 0.01 0.03 0.00 0.00 0.04 71.62
4.00 0.0 0.0 0.0 0.0 0.01 0.01 0.04 0.00 0.00 0.04 71.62
2.00 0.0 0.0 0.0 0.0 0.00 0.01 0.04 0.00 0.00 0.04 71.62
0.00 0.0 0.0 0.0 0.0 0.00 0.01 0.04 0.00 0.00 0.04 71.62
MINIMUM DEFLECTION RATIO // DEFLECTION LIMIT / DEFLECTION // IS
BY VALMONT INDUSTRIES FOR: KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218 DATE 01/30/2017
Fuse 1.13.0.0
NUMBER SHIPPED PROJECTION GALVANIZED THREAD
OF BOLTS DIAMETER LENGTH WEIGHT AS LENGTH LENGTH SIZE
(IN.) (IN.) (KIPS) (IN.) (IN.)
8 1.750 66.00 0.51 BOLTS, TEMPLATES 8.75 66.00 5-UNC-2A
STEEL STEEL MAXIMUM BOLT MAXIMUM BOLT FACTORED NOMINAL STRESS INTERACTION CONFIGURATION OF
SPEC. SPECIF. FORCE SHEAR FORCE TENS. STRENGTH AREA VALUE BOTTOM END
VALMONT (KIPS) (KIPS) (KIPS) (SQ. IN.)
S23 A615 59.96 1.47 152.00 1.90 0.41 THREADED WITH HEAVY HEX HEAD NUT
NOTE: BOLT INTERACTION VALUE WAS CALCULATED BY DIVIDING SHEAR FORCE BY FACTOR RELATED TO DETAIL TYPE d] IN EIA-G SPECS.
*** BOLT COORDINATES (IN.) ***
BOLT NO. X-COORD Y-COORD * BOLT NO. X-COORD Y-COORD
1 27.250 0.000 * 2 19.269 19.269
3 0.000 27.250
MAX. BOLT CIRCLE = 54.50 IN. TEMPLATE DIAMETER = 58.00 IN.
*** BASE PLATE CHARACTERISTICS GOVERNED BY LOADING CASE WIND ***
BASE PLATE BASE PLATE ACTUAL RAW MATERIAL POLE DIAM.
DIAMETER THICKNESS WEIGHT WEIGHT
(MAJOR
(IN.) (IN.) (KIPS) (KIPS) (DAM.)
N ;
59.78 1.75 1.02 1.75 48.00
EFFECTIVE PLASTIC MOMENT IN PLASTIC FACTORED
PLATE WIDTH SECTION MOD. BASE PLATE MOMENT RESISTING MOM.
(IN.) (CU. IN.) (IN. -K) (IN. -K) (IN. -K)
18.85 14.43 194.87 721.58 649.43
STEEL STEEL EFFECTIVE STRESS
SPECIF. SPECIF. YIELD STRESS RATIO
VALMONT OTHER (KSI)
S56 A572 50 0.30
** LOADS AT POLE BASE IN THE GLOBAL COORDINATE SYSTEM ************************** LOADING CASES *************************
LOADING CASE IDENTIFICATION WIND ICE + WIND T+S ]MAX CRITERION- LOAD CASE
MOMENT ABT. X-AXIS (IN-KIP) 5792 1326 1056 ]MOMENT ABT. X WIND
MOMENT ABT. Y-AXIS (IN-KIP) -4860 -1113 -886 ]MOMENT ABT. Y WIND
SHEAR FORCE (LB.) 11768 2814 2148 ]RES. MOMENT WIND
VERTICAL FORCE (LB.) 20978 38108 17472
]SHEAR FORCE WIND
]BOLT FORCE WIND
]BOLT TENSION WIND
Quote/Order No.: ;72782181 ENGR`NAR' ,•�; '^ `�
Total flagpole height= Date: 113012017 48"4
Heightofpole= 95 ft
Silo pipe change height= "-_ -=5G ft
Diameter of cellsllo
Height of cellsllo= 60 ft
Flag dimensions=
..x.;.a..
3-seegust windspeed=V=z'`_v��;;�;..-.105'.mPh
#of Top Whip Antennas_ -1`=';- =0f default 0
#of Antennas=::'-_;':_ '.",961 default#of Carders•3 55 ft
#of Carriers= '_r,;. _ �:.i,8� 60 ft
PalntType.`.;-�.`.E_;,;Whk61 default Gray
Weight= 12.00 k
Topp- .`''.i.?=• 'i."=1.i default
Topo H
Exposure= `-'` ;,-.c.0 OK default c
Structure Class=;-.'=: "?„s_;`,,:2OK defaultl _
W Indarea of silo=CA�= 144.0 ft' - 35 ft
Windarea of flag=CAAA= 0.0 W
W Indpressure per EIA-G= 36.9 psf
Force from lop part of silo= 5.67 k
Force from entire silo= 8.51 k
Force from flag= 0.00 k
Ay =PLs/3EI= 34.8 In
Moment at pipe change= 1779.0 In-k =148.3 ft-k
Moment at base of silo- 3480.6 In-k =290.1 ft-k
Silo upper support pipe:
a=�**,PIpeY$(ze�,14,z037ffi`�;c;
�.SIlO•support pipe= 14"OD x 0.375"Wall Thickness
Support pipe weight per foot= 54.62lbsift
Z= 69.63 Ins
fb=M/Z= 25.55,,x'4 ,I4.9'50kst,OK
Pipe to pipe weld size=;? :51n
= 72.84 in'
Weld stress= 24.42 b11C k 1-0.750.6'70ksi,OK
Bolts for pipe to pipe flange:
bolt diameter= In
area of bolt= 1.325 Int
number afbolts= siloflange:
Flange Max bolt force = .4. s;;;•.„.=_,;.42.4 I �In
k _
Max bolt stress= 32.0;ksl a�78.75ks1=0.75.105ksl,OK Q ? 7 in
Silo pipe to pipe flange: +
Moment in sllo flange- 275.3239321 In-k
Fb= 50 ksl
trequired=: 1.87 in
>;i:O,In re"d,OK
Bolts for base flange:
bolt diameter=_.``,j =�:'x:,»1:6?In
area of bolt= 1.325 In'
number of bolts= 6
Flange bolt circle= 42 In
Max batt force= - 55.2 k silo flange:
Max boll stress= 0.75'105ks1,OK 11.5 In
Silo base flange: O ? 71n
Moment in silo flange= 635.3527015 In-k +_
Fb= 50 ksl
t,,= 2.84 In
t= £i".,xsas 325;M>-,, ,In req'd,OK
Silo lower support PIPs: No.of Spokes=8
PIPe- 18"%437S'�'--=-.
Silo support pipe= 18"OD x 0.375"Wall Thickness
Support pipe weight per foot= 70.65 lbs/ft
Z= 116.51 Ins
1= 1048.57 in
fb=NZ= 30 a 45ks1e0.9.50ksl,OK
tapered pole Range:
Pipe to flange weld size In 3 in
150.31 In
Weld stress= 23.2 i°'31'Asla0,75•0.6'7oksi,OK 7 In
Tapered pole flange: O
Moment In pale flange= 165.744183 In-k
Fb= 50 ksl
t,q„m= 1.45 in tapered Pole weld:
t=-•w._,='; ;;<<j.75,In S-i1.0In req'd,OK 7 _�nl
Flange to pole weld sizeIn 0 0.5 In
Total weld= 87 In 1.25 in
zaa= 177.19 In' 2.5 in
Weld stress= 19.6'a31.5ksI-0.75.0.W0ks1,OK
valmont
MICROFLECT
VALMONT/MICROFLECT
3575 25' ST. SE- P.O. BOX 12985
SALEM, OR 97302-1190
PHONE: 1-800-547-2151
ENGINEER: NAR
Reviewed by: NAR
DRILLED PIER FOUNDATION
DESIGN CALCULATIONS
of NEw
y
c
RD �� FEB 0 3 2017
Valmont Order No.: 279218
Customer: KMB DESIGN
Site: SOUTHOLD
Pole Ht: 34 FT (95 FT AGL)
valmont;Y Monopole Pier Design Lateral Pressure
CUSTOMER:ifEMB`DESIG,�(w� , 'GREG
SITE:SOUTuOLD+ ° ax,t.k4" s ha4 .";l K UNIT WEIGHT BELOW THE WATER TABLE.
"5 +.,: .l .2.a.« �u..:3.::;s.�..7.t.a t^,y K' �3;k�„,Yfr,.W;r
DWG NO.!B=a45362,��`-; �
105 w---'�EIA-F=2(Default),TIA-G=1
0 FACTOR>t _ 075:i=u w EIA-F=1,TIA-G=0.75
GW DEPTH(FT) 38.7 BGS
ultimate lateral pressure=yztan'(45+(0/2))+2ctan(45+(0/2)) (ref.Bowles,eq.2-41)
allow.Lat.Pressure=(ult.Lat.Pressure)/FS
Group Soil Type Depth start ftDepth and(ft) c(psf) 4(degrees) y(pcf) lateral pressure start psf) lateral pressure end psf) slope(psflft)
.,;.��,•�„--..-------------_._-_�'�::...,....:._.....�,....�_ � _ `� � �.�r� '�" ----------- --------- -- ------- -- -- 304.44
11
0.00 11568_69
P S=s
380
0.83
•g:�:iy.:.:: ""f1.:y:,. �:.e ".��%i: ..°„':i
§,.,....,. ;..�.;_,� ,"u �... �, _.r, 2 .,, 'S�";• :x:10203.13.•:• :.T— .117.73.;15;. .13 <•
. ..:�zc"^=..
r� a
, r
I
s
i--
i
4
Americas Lighting and Communication Structures
Valmont Industries,Inc.7002 North 288th Street,Valley,NE 68064-0358 USA
Toll Free:800-825-6668 Fax:402-359-6091 www.valmont.com
Pole Geometry
Bolt Circle = 54.50 Inches
# of Bolts = 8.0
Bolt Diameter = 1.75 Inches
Bolt Projection = 8.8 Inches
Bolt Length = 66.0 Inches
Base Plate Diameter = 58.0 Inches
Pole Loads •
Factored Moment = 630.1 ft-Kips
Factored Shear = 11.8 Kips '
Factored Weight = 22.0 Kips ---_.___.
Shear Height = 53.5 Ft Moment
Anchor Bolt Allowables
Fu = 100.0 Ksi • 6
FY = 75.0 Ksi
At = 1.90 in^2
Anchor Bolt Loads
Moment = 7561.8 in-Kips
Shear - 11.8 Kips
Weight = 22.0 Kips
Calculate the Bolt Maximum Applied Force
Bolt Applied Force = 24943.8 in-Kips + 11.8 / 0.50 Kips + 22.0 kips = 62.9 Kips
54.5 in * 8 8 8.0
Bolt Allowable = .8 * Fu * At 152.0 Kips (per EIA-G Sec. 4.9.9)
Bolt Allowable > Bolt Applied Force ,
152 Kips > 62.9 Kips => OK
Calculate the Anchor Bolt Development Length
ACI 318
ld = db*Fy*apyX* 3
(40*(fc')^.5) * ((c+Ktr)/db))
Given all minimums are met for the Bar Installation Per ACI
a = 1
P = 1
� = 1
((c+Ktr)/db) 1.5
Id 1.75*75000* 3 = 104 in
(40-(4000(^.5(•1.5
Calculate the Ultimate Bond Stress
Fy*Ag/(a*db*ld) = Bond-Allowable Ksi
0.250 Ksi
Calculate the Allowable Bond Stress
.6*Bond Allow*1.33 = 0.199 Ksi
Calculate the Required Bolt Length
Lre Bolt Applied Force + Bolt Projection = 66.1 in >66 in provided, bottom template
q
3,14•db*0.199 needs to be double nutted
Check AB pullout via Rebar Development length with bottom template double nutted:
((c+Ktr)/db)rebar= 2.5
Ldb = (3*db*fy/(40*f'c^0.5*((c+Ktr)/db)))*(As_req/As_prov'd) - 14.8 in
L_regd = Ldb + abproj + 3.6875" + 3" = 30.2 in
Bolt Length > Bolt Required Length
66 in 1 30.2 in => OK
ACER PROJECT NO. 20150006 DATED 05/08/2D15
Re(:ACI 31R BUILDING CD DE RE4uI0.EHEN}5
valmont By: NAR DRILLED PIER ANALYSIS
site: SOUTHOLD check: NAR MLE ST-URE
VICRVCLCCT
Dwg: B-145362 A-279218 Data: 01/30/17 CUSTOMER:IQ10 DE9IGN
Calculate the Concrete Shear Strength 11.8 Kips
ACI 318 Shear Height =53.5'
VG = 2*(fc')D.s*bw*d
Given: 0
bw = 72 in SECTION AT
3.6 3.6 THE MAX
d = 56.1 in - MOMENT IN THE
fes' = 4000 in 5
PIER
= 0.85 MAX PRESSURE
4375 PSE
kVG - 434 Kips
10
Calculate the Reinforament Shear Strength 14.4 SECTION AT
Act Gla #4 heri—tal cies at 12L apacin_ 15 14.4 THE MAX
SHEAR IN THE
Vs = s y* PIER
Given: 20 MAX NEGATIVE
A� = 0.4 in^2 PRESSURE
6089 PSF
fy = 60 ksi 25
d = 4.676 Ft FT
s = 1 Ft
Pressure Profile
0.85 for
kVs = 127 Kips Anaiysis
The *'=v*'^^'^ Shear in the Pier occurs at Reaction Inflection Point 14.4'
Load Factors for the design
Acx 318 EE 2-D atm mm_a aIe[adore4 by 1.6 611-dy
UAc1 = 1.0
USIA = 1.0
UTOTAL - UCIA*UAGI
UTOTAL = 1.0
Vdssign-UTOTAL*V— = 176.7 Kips
ov. f OV, > Vdbeign
434.3 Kips t 127.2 Kips - 561.5 Kips > 176.7 Kips =>ox
The maximim bending stress in the pier occurs at 3.6' below the ground level. Where the
(passive pressure reaction) _ (the applied shear)
Depth MmE�
- Passive P(essun:
M,m = 8139.4 At The Location ft dft=Applied Shear
'Ground-Lina
Use only the steel to carry the banding loads - Calculate the Reinforcment Bending Strength
Use (221 #9 vertical —her.
Vertical Rebar Section Properties
I = AsIEEL*RvB 2 in^4
2
A.,,,, = 22 in^2
R— = 30.9 in
I - 10527.4 in^4
S = 340.3 in^3
Base the bending strength on factored Vertical bar Fy per TIA-222-G of 54 Kai
FTy = 60 KSI
0 = 0.9
FTyA:.w m- = FT1*�
FTMABLE = 54 KSI
Max Design Moment
MNAR = 8139 in*KIP
MDU14N = MMA-U—n
MmsIGN = 8139 in*KIP
MGERIGN Weiaht
FTYDEBIGN = 'M
S A,_
FTY—mN = 24.9 KSI
Elry - > F—..-
54
—.. N54 RSI > 24.9 KSI => OK
ACER PROJECT NO. 20150006 DATED 05/08/2015
Rat:ACI 318 BNx LD1NG CGDE REQUIREMENTS '
valmont By: NAR DRILLED PIER ANALYSIS
Site: SOUTHOLD - Check: NAR POLE STRUCTURE
MICROFLECf Dwg B-145362 A-279216 Date: 01/30/17 KMB DESIGN
valmont;V
MiCROFLECT Mon roO,e P a=neHsQ
CHSTOMOt:RM0 DR8SQ1
6ITE:avamwa
.D.1 2]9218
.H-145362
Geotel Rpt AGER PRO06CT NO.2015DD06 DATED 05/08/2015
Geotec Report Water Depth 38.7 FT
Otigioi.Ron Dot.: 01/30/17
VEASION:1.15
Evgiveat:NA8 Check¢:RAR '
Polo Ge®Bkry
Bole height- 34 ft
..it CSrCle 54.5.Inches
4 of Bolts B
Belt Diameter 1.]5 Inches _
Bolt Projection. 8.-05 Inches
Bolt Length- 66.0Inche5
Bottom Template Diameter- 5B.D Inches
Pole!.Dade
Factored Mot."" 630.1 ft-Kips
Factored Sheat 11.77 zips
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Arif R.Malick,PE,CME
Principal
,�\\r Glenn J.Scherer,PE
Principal
Colleen Connolly,PE,PTOE
MRS0�0 Associate
Robert Zalewski,PE,CFM, CSM
Malick6Scherer, PC. Associate
Steven C.Ra auo,PE
Consulting Engineers•Construction Inspectors•Land Surveyors Director of Structures
Michael J.McAlpin,PLS
Director of Survey
June 26,2014
Town of Southold
53095 Route 25, P.O. Box 1179
Southold, NY 11971
RE: New Cingular Wireless PCS, LLC
Site#LI-1025
1040-B Horton's Lane
Southold, NY 11971
District 1000,Section 63, Block 1, Lot 10
Dear Building Official,
New Cingular Wireless PCS, LLC is proposing a 74'tall unipole mounted atop a 1'tall caisson (75'overall
height to top of structure),and associated equipment at the above referenced property.
The unipole and foundation are designed in accordance with all applicable codes and requirements
including, but not limited to,The Building Code of New York State,TIA/EIA-222-F and TIA/EIA-222-G.The
unipole manufacturer will provide a structural analysis that demonstrates the compliance with the
codes and requirements listed above.
The associated equipment will be located within the adjacent storage facility building, mounted to the
concrete slab (floor).The existing concrete slab has the structural capacity to support the proposed
equipment.
Additionally,an Emergency Backup Generator will be installed outside of the storage facility directly
adjacent to the equipment location.The Generator will be mounted on a proposed concrete slab.The
concrete slab will have adequate structural capacity to support the generator as per all applicable codes
and requirements.
Feel free to contact me with any questions or concerns at 908-537-1300.
Ve�P�CI�F N�C W yO
C-2
n J
feslo nen 75376
O 07531 Q,
pROFESS10
Perryville III Corporate Center • 53 Frontage Road,Suite 260 • Hampton, NJ 08827
Ph 908.537.1300 • Fax 908.537.1398
TOWN OF SOUTHOLD
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: August 25, 2014
TO: Re, Nielsen, Huber& Coughlin for
YSI XXXII, LLC
36 N. New York Ave.,
Huntington, NY 11743
Please take notice that your application dated July 29, 2014
For permit to construct a Wireless telecommunications facilites
Location of property: 1040 Horton Lane, Southold, NY
County Tax Map No. 1000- Section 63 Block 1 Lot 10
Is returned herewith and disapproved on the following grounds:
Pursuant to Article XVII, Section 280-70, G) Fall Zones, a smaller fall zone may be allowed if
supported by a report from a structural engineer.
Section 280-71- Required approvals states Site Plan and Special Exception approval from
the Southold Town Planning Board is required.
Authorized Signature
CC: file, Planning Bd.
Note to Applicant: Any change or deviation to the above referenced application, may require
further review by the Southold Town Building Department.
FOR INTERNAL.USE ONLY
. N USE DETERMINATION -
SITE P LA
Initial Determination � -
I 1 . Date Sent:
�-
project Name:
Project Address:
Zoning District---L-T,-- .
Suffolk �
County Tax Map No.:1000= -
Request: a
(Note: Copy of Buildtrg Peril Application and supporting documentation�a&to
-proposed use or uses should be submitted.)
Initial Determination as to whether use is permitted:
'on as to whether site plan is required:
Initial Dete.rminati y�S f
Signature of Building Inspector
Planning Department(P.D.) Referral:
-Date of Commen
P.D. Date Received: —
t:_ --
Comments:
Signature of Planning Dept.-Staff Reviewer
Final Determination
Date: 1 �—
Decision:
CinnattlrP of Riiildina Insnpator
va'
montes
STRUCTURES
January 16,2015
Don Huntley,PE
Market Engineer
Bechtel Communications,Inc.
300 Broadacres Drive Suite 250
Bloomfield,NJ 07003
8 201.571.0692
Ref: Design and failure modes for a 75-ft/95-ft Tapered Monopole
Quality of Steel and Fabrication of a Monopole Structure
Site:AT&T LI 1025—1040-B Horton's Lane,Southold,NY
Pole to be designed with a 35'theoretical fall point
Valmont SO#279218
1 have reviewed Code Section 280-70G and am offering the following comments:
• The communication monopole structure for this project is required to be sized in accordance with
ANSI/TIA/EIA-222-F and ANSI/TIA-222-G. These standards have been approved by ANSI/ASCE,
which has dealt with the design of antenna support structures for over 40 years. The TIA standard,
based on provisions of this nationally known specification, has a long history of reliability. At its core
philosophy is It's first and foremost priority to safeguard and maintain the health and welfare of the
public.
• The TIA standard designates a minimum wind loading for each county in the United States. Valmont
uses the wind loading listed in the TIA standard unless a greater value is specified by our customer.
Structures are also designed for radial ice at a code specified reduced design wind loading. Code
designated coefficients are used to ensure that the structure will survive the designed wind speed. The
structure can usually survive even a greater wind load than the baste design wind speed because of
these conservative coefficients.
• Design and loading assumptions that are used for the analyses of these structures are very
conservative in nature when compared to other codes,which makes structural failure highly improbable.
• Failure of a steel monopole occurs when a point is reached where the induced stresses exceed the
yield strength of the material. At this point,the deflections induced in the material are no longer
temporary. Hence,a permanent deflection in the monopole would exist.
• The term failure above refers to local buckling at a designated point on the pole. Local buckling does
not cause a free failing pole;rather it relieves the stresses from the pole at this location. Monopoles are
flexible,forgiving structures,which are not generally susceptible to damage by impact loads such as
wind gust or earthquake shocks.
• When local buckling occurs,a relatively small portion of the shaft distorts and'kinks'the steel. When
the pole begins to bend the exposure area is reduced and therefore,the force due to wind is decreased
as well. Even though buckling exists,the cross section of the pole is capable of carrying the entire
vertical load, Therefore,wind induced loads could not conceivably bring this type of structure to the
ground due to the excellent ductile properties,design criteria,and failure mode.
Quality of Steel and Manufacturing:
• Monopoles are fabricated from ASTM A572 Grade 65 material with a controlled silicon content of 0;06%
maximum to ensure a uniform galvanized coating. The base material is fabricated from Grade 50
material. All plate material meets a V-Notch toughness requirement of 15 ft-lbs.@-20 degrees
Fahrenheit. By meeting the strict toughness requirement,monopoles are best suited to resist the
cyclic/fatigue type loading(i.e.wind induced loading)these structures exhibit.
• Anchor bolts are fabricated from A615 Grade 75 material. The bolts are typically 2%in diameter,made
from#18J bar stock. Anchor bolts come complete with five(5)A194 Grade 2H hex nuts,
Valmont Mierotlect,Valmont Industries,Inc.
3375 25'h Strect Salem,OR 97302-1123 USA
Toll Free,800-547.2151 Fax;503.316-2040 wwv.valmonl corn
i
valmont
STRUCTURES
• Fabrication of the monopole should be performed at an AISC qualified facility. This will ensure that the
provisions of the AISC Manual of Steel Construction are followed. Also,all welding and inspection
should be in accordance with the American Welding Society's Specification D1.1 (latest revision).
In addition,this monopole can be designed to theoretically fail at approximately the 35-ft elevation by
purposely over designing the pole sections below this point.In the unlikely event the pole were to fail at this
point,the significant loading reduction caused by the removal of the tower wind area and weight above
would greatly reduce any chance that the remaining tower would have any structural damage,thereby
providing a theoretical failure radius of approximately 40-ft as designed,or 60-ft if approved with a total
height of 95'.
1 hope these comments address any issues that you might encounter relative to the anticipated performance
of the monopole structure and the quality of steel fabrication. In consideration of the parameters above and
given the fact that there are presently no structures or areas of congregation within 60'of the pole,we
respectfully request that the Planning Board waive the"fall zone"requirements of the Code. If you have
additional questions or comments,I may be reached at 503.589-6618.
Sincerely,
David Casey
Proj.Eng.
OF NEw
IAM
re,t
0
� y fi
ysFO O
P
JAN 2 12015
Valmont Microftect,Valmont Industries.Inc
3575 25'u Street Salem,OR 97302.1123 USA
Toll Free:800-547-2151 Fax:503.316-2040 wwwYalmontcom
MAILING ADDRESS:
PLANNING BOARD MJ. SMSERS OF SOyOo P.O.soi1s
oSouthold,Box 1179
Chair
OFFICE LOCATION:
WILLIAM J.CREMERS Town Hall Annex
PIERCE RAFFERTY �pQ 54375 State Route 25
JAMES H.RICH III Oly (cor.Main Rd. &Youngs Ave.)
MARTIN H.SIDOR COUSouthold, NY
Telephone: 631 765-1938
www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
State Environmental Quality Review
NEGATIVE DECLARATION
Notice of Determination Non-Significance
April 6, 2015
This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8
(State Environmental Quality Review Act) of the Environmental Law.
The Southold Town Planning Board, as lead agency, has determined that the proposed action
described below will not have a significant effect on the environment and a Draft Environmental
Impact Statement will not be prepared.
Name of Action: New Cingular Wireless/AT&T at 1040B Hortons Lane
SCTM#: 1000-63-1-10
Location: ±400'n/o Traveler Street& Hortons Lane, Southold
SEQR Status: Type I ( ) Unlisted (X)
Conditioned Negative Declaration: Yes ( No (X)
Description of Action:
This proposed Site Plan is for a 95' high wireless telecommunications monopole to include six
(6) AT&T panel antennas and four(4) empty 10' sections for possible future co-location (all
concealed within the pole), along with 300 sq. ft. proposed within an existing building for
associated ground equipment on 6.9 acres in the Light Industrial Zoning District.
Reasons Supporting This Determination:
An Environmental Assessment Form has been submitted and reviewed and it was determined that no
significant adverse effects to the environment were likely to occur should the project be implemented
as planned.
The property is currently improved with self-storage facility use. The monopole is proposed to be
located where an existing flagpole currently exists.
• "a ?v
64 °' e
4
UO- S
t
fi
The property is zoned Limited Industrial (LI). Zoning Districts located within the vicinity of the parcel
include R-40 and R-80 (Residential) to the north and west. Hamlet Business (HB) to the south and
Hamlet Density (HD) to the east. The dominant surrounding land uses within the vicinity of the site
include mixed residential.
The site is improved, therefore, the proposed action will not result in the significant removal or
destruction of large quantities of vegetation. The impact to soils resulting from the construction of the
new equipment cabinets would be negligible.
The design includes the placement of supporting equipment in existing storage units on the property.
Based on the existing use and improved facilities, the proposed action will not cause a substantial
intensification of use over the current use. No agricultural soils, open space or recreational resources
occur on site, therefore, the proposed action will not cause significant impacts to agricultural, open
space or recreational resources.
No substantial adverse change in existing air quality, ground or surface water quality or quantity,
traffic.or noise level will occur as a result of the proposed action.
County Route 48 (CR 48), located to the north of the parcel and New York State Route 25 (SR 25),
located to the south of the parcel are New York State Scenic Byways. A Visual Analysis prepared by
VHB Consulting Services and Malick & Scherer LLC., dated March 2014 and September 30' 2014,
indicates that the proposed action will not result in significant aesthetic impacts over existing
conditions due to the mitigation proposed, improvements of the lot and existing vegetative screening.
Therefore, the Planning Board in consideration of the findings of the Visual Analysis has determined
that the action would not result in significant impacts to view sheds from CR 48 or SR 25 or those
identified as important to the community.
The proposed action is located within an,Archeo-sensitive area (Mapinfo 2015). Due to the
improvements on the parcel and the minimal new ground disturbance proposed, the action would not
result in adverse impacts to cultural/historic resources nor impair the character or quality of important
historical or architectural resources.
The site is currently improved and the proposed action will not result in significant adverse impacts to
aesthetic resources or to existing community or neighborhood character or result in a material conflict
with the community current plans or goals as officially approved.
Based upon such, no significant, adverse impacts to the environment are expected to occur should
the project be implemented as planned. This determination is based, in part, on the Planning, Zoning
and Visual Impact Analysis (March 2015) prepared by VHB;the Real Estate Consulting Report, dated
March 9, 2015, prepared by Lynch Appraisal LTD; the RF Exposure Analysis for Proposed Upgrade
New Cingular Wireless PCS, LLC;AT&T Antenna Facility prepared by Betchel Communications, Inc.
and testimony heard at the March 9, 2015 Public Hearing.
For Further Information:
Contact Person: Mark Terry, Principal Planner
Southold Town Planning Board, 631/765-1938
cc: Town Board
Building Dept.
3
MAILING ADDRESS:
PLANNING BOARD MEMBERS
if SOy® P.O.Box 1179
DONALD J.WILCENSKI �� l� Southold, NY 11971
Chair OFFICE LOCATION:
WILLIAM J.CREMERS CA Town Hall Annex
PIERCE RAFFERTY �p 54375 State Route 25
JAMES H.RICH III ���, ^a (cor.Main Rd. &Youngs Ave.)
MARTIN H.SIDOR Own Southold, NY
Telephone: 631 765-1938
www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD — --
- r
1\
April 7 2015
1
lj APR 24 2015
John Coughlin, Esq. _ -
c/o Re, Nielsen, Huber & Coughlin, LLP
36 North New York Avenue
Huntington, NY 11743
Re: Approval: Proposed Site Plan for New Cingular Wireless/AT&T at 10408 Hortons
Lane
Located at 1040B Hortons Lane, ±400'n/o Traveler Street & Hortons Ln., Southold
SCTM#1000-63-1-10 Zoning District: Light Industrial
Dear Mr. Coughlin:
The following resolutions were adopted at a meeting of the Southold Town Planning Board on
April 6, 2015:
WHEREAS, this proposed Site Plan is for a 95' high wireless telecommunications monopole
to include six (6) AT&T panel antennas and four (4) empty 10' sections for possible future co-
location (all concealed within the pole), along with 300 sq. ft. proposed within an existing
building for associated ground equipment on 6.9 acres in the Light Industrial Zoning District,
Southold; and
WHEREAS, the agent to the applicant, John Coughlin, Esq., submitted an application for Site
Plan review and Special Exception review on October 27, 2014; and
WHEREAS, on November 17, 2014, the Planning Board found the application incomplete for
review with revisions to be made and further information to be submitted; and
WHEREAS, on November 20, 2014, pursuant to §280-74A(4) of the Town Code, the
Planning Board entered into a Letter of Agreement with Cityscape Consultants, Inc. to assist
the Board in reviewing and evaluating the proposed wireless application; and
WHEREAS, on January 23, 2015, the agent to the applicant, John Coughlin, Esq., submitted
the information requested; and
WHEREAS, on February 9, 2015, the Planning Board formally accepted the application as
complete for review; and
10408 Hortons Lane Pae 12 April 7, 2015
WHEREAS, on February 9, 2015, the Southold Town Planning Board, pursuant to the State
Environmental Quality Review Act §617.6, established itself as lead agency for this Unlisted
Action; and
WHEREAS, on February 12, 2015, the Southold Town Planning Board, pursuant to §617.6 of
the Environmental Conservation Law acting under the State Environmental Quality Review
Act, initiated the SEQR lead agency coordination process for this Unlisted Action; and
WHEREAS, on February 12, 2015, the Planning Board, pursuant to Southold Town Code
§280-131 C., distributed the application to the required agencies for their comments; and
WHEREAS, on March 2, 2015, the Southold Fire District determined there was adequate fire
protection and emergency access for the site; and
WHEREAS, on March 6, 2015, the Southold Town Fire Inspector reviewed and determined
that there was adequate fire protection and emergency access for the site; and
WHEREAS, on March 9, 2015, a public hearing was held and closed by the Planning Board
for the above-referenced Site Plan; and
WHEREAS, on March 18, 2015, the Town of Southold LWRP Coordinator reviewed the
above-referenced project and has recommended the proposed project be found consistent
with Southold Town LWRP policies; and
WHEREAS, on March 18, 2015, the Southold Town Engineer reviewed the above-referenced
application and determined the project meets the minimum requirements of Chapter 236 for
Storm Water Management; and
WHEREAS, on March 19, 2015, the Architectural Review Committee (ARC) reviewed the
proposed project and approved the design as submitted; and
WHEREAS, at a Work Session held on March 23, 2015, the Planning Board reviewed the
report issued by Cityscape Consultants and determined that an increase in overall height of
the proposed tower from 75' to 95' with potential future co-locations would achieve the result
of fewer antenna support structures in the immediate area of this commercial zone; and
WHEREAS, at a Work Session held on March 23, 2015, the Planning Board reviewed the
recommendation to waive §280-701(2) for the maximum height of 80 feet in this Light
Industrial (commercial) Zone. They found that an increase in overall height of the proposed
tower to 95' with potential future co-locations would achieve the result of fewer antenna
support structures in the immediate area of this commercial zone; and
WHEREAS, at a Work Session held on March 23, 2015, the Planning Board reviewed the
request to waive §280-701(3) for the minimum distance of all wireless equipment to adjacent
residential property lines. They found that the proposed ground equipment is contained
entirely within an existing storage building on site and the proposed tower has been certified
to be constructed with a smaller fall zone; and
10408 Hortons Lane Pae 13 April 7, 2015
WHEREAS, at a Work Session held on March 23, 2015, the Planning Board reviewed the
request to waive §280-70N(4) for base equipment and shelter landscaping. They found that
the proposed ground equipment is contained entirely within an existing storage building on
site which accomplishes the goal of concealing the base equipment shelter from other
properties and roads; and
WHEREAS, at a Work Session held on March 23, 2015, the Planning Board found that all
applicable requirements of the Site Plan Regulations Article XXIV, §280 — Site Plan Approval
of the Town of Southold have been met; and
WHEREAS, on March 27, 2015, the Southold Town Chief Building Inspector reviewed and
certified the proposed Wireless Communication Facility as a permitted use in the Light
Industrial Zoning District; and
WHEREAS, on April 2, 2015, revised Site Plans showing the 95' tower height were submitted
by the agent to the applicant, John Coughlin, Esq., and reviewed by Cityscape and the
Planning Board and accepted; and
WHEREAS, the Southold Town Planning Board, in their Special Exception Approval
resolution on April 6, 2015, and pursuant to Part 617, Article 6 of the Environmental
Conservation Law acting under the State Environmental Quality Review Act, granted a
Negative Declaration for this Unlisted Action; and
WHEREAS, at their public meeting on April 6, 2015, the Planning Board granted approval to
the Special Exception Application for this site; be it therefore
RESOLVED, that the Southold Town Planning Board hereby waives §280-701(2) of the Town
Code for the maximum height of 80 feet in this Light Industrial Zone as described above; and
be it further
RESOLVED, that the Southold Town Planning Board waives §280-701(3) for the minimum
distance of all wireless equipment to adjacent residential property lines as described above;
and be it further
RESOLVED, that the Southold Town Planning Board waives §280-70N(4) for base
equipment and shelter landscaping as described above; and be it further
RESOLVED, that the Southold Town Planning Board has determined that this proposed
action is consistent with the policies of the Town of Southold Local Waterfront Revitalization
Program; and be it further
RESOLVED, that the Southold Town Planning Board grants Approval with a Condition to
the Site Plan entitled "AT&T @ 1040B Hortons Lane", prepared by Malick & Scherer, P.C. on
January 21, 2010, last revised on April 2, 2015, and authorizes the Chairman to endorse the
Site Plan, including the following twelve plans:
1. Z01 — Cover Page
2. Z02 — Key Map
3. Z03 — Key Map; Founders Village Condominiums
10408 Hortons Lane Pae 14 April 7, 2015
4. Z04 — Radius Map /Vicinity Map
5. Z05 — Historical / Cultural and Landmark Locations
6. Z06 — Site Plan
7. Z07 — Detailed Site Plan
8. Z08 Equipment Room
9. Z09 — Elevation and Details
10.Z10 — Generator Detail
11.Z11 — Mechanical Details
12.Z12 — Equipment Specifications
The condition is as follows:
1. Prior to a Building Permit being issued, a "Letter of No Objection"from the Long
Island Rail Road must be provided to this department.
Please note the following requirements in the Southold Town Code relating to Site Plans:
1. Any outdoor lighting shall be shielded so the light source is not visible from
adjacent properties and roadways. Lighting fixtures shall focus and direct the light
in such a manner as to contain the light and glare within property boundaries.
2. All storm water run-off from grading, driveways and gravel areas must be contained
on site.
3. Approved Site Plans are valid for eighteen months from the date of approval, within
which time all proposed work must be completed, unless the Planning Board grants
an extension.
4. Any changes from the Approved Site Plan shall require Planning Board approval.
5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must
inspect the site to ensure it is.in conformity with the Approved Site Plan, and issue
a final site inspection approval letter. Should the site be found not in conformance
with the Approved Site Plan, no Certificate of Occupancy may be issued unless the
Planning Board approves the changes to the plan.
A copy of the Approved Site Plan is enclosed for your records. One copy will also besent to
the Building Department and the Town Engineer/Highway Department.
If you have any questions regarding the above, please contact this office.
Very truly yours,
)Inmes H. Rich, III
Vice-Chairman
Encl.
cc: Building Dept. with map/Town Engineer with map
1040B Hortons Lane Pae 15 April 7, 2015
By signing this letter, the applicant acknowledges that there are Town Code
requirements and conditions, including those listed above, that must be satisfied prior
to the issuance of a Certificate of Occupancy.
Print name: Applicant/Agent
Signature: Date: '0)r� ��
M_AJ_JNG ADDRESS:
PLANNING BOARD MEMBERS �Qv sorry P.O. Box 1179
DONALD J.WILCENSKI �� �� Southold,NY 11971
Chair ~ �
OFFICE LOCATION:
WILLIAM J.CREMERS y Town Hall Annex
PIERCE RAFFERTY p 54375 State Route 25
JAMES H.RICH III (cor.Main Rd. &Youngs Ave.)
MARTIN H.SIDOR �'��'DUMV, Southold,NY
Telephone: 631765-1938
www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
April 7, 2015
John Coughlin, Esq.
c/o Re, Nielsen, Huber & Coughlin, LLP
36 North New York Avenue
Huntington, NY 11743
Re: Approval and SEQRA Determinatidn: Special Exception for New Cingular
Wireless/AT&T at 1040B Hortons Lane
Located at 1040B Hortons Lane, ±400'n/o Traveler Street & Hortons Ln., Southold
SCTM#1000-63-1-10 Zoning District: Light Industrial
Dear Mr. Coughlin:
The Southold Town Planning Board adopted the following resolutions at a meeting held on
Monday, April 6, 2015:
WHEREAS, an application for a Special Exception & Site Plan Approval for a wireless
communication facility was accepted for review on February 9, 2015, including a Site Plan
prepared by Malick & Scherer, P.C. on January 21, 2010; and
WHEREAS, the Southold Town Planning Board reviewed the above-referenced request for
a Special Exception for a 95' high wireless telecommunications monopole to include six (6)
AT&T panel antennas and four (4) empty 10' sections for possible future co-location (all
concealed within the pole), along with 300 sq. ft. proposed within an existing building for
associated ground equipment on 6.9 acres in the Light Industrial Zoning District, Southold;
and
WHEREAS, on February 9, 2015, the Southold Town Planning Board, pursuant to the State
Environmental Quality Review Act §617.6, established itself as lead agency for this Unlisted
Action; and
WHEREAS, on February 12, 2015, the Southold Town Planning Board, pursuant to Part 617,
Article 6 of the Environmental Conservation Law acting under the State Environmental
Quality Review Act, initiated the SEAR lead agency coordination process for this Unlisted
Action; and
1040B Hortons Lane Pae 12 April 7, 2015
WHEREAS, the submission by the applicant has been reviewed and corroborated with an
independent radio frequency engineer retained by the Town to assist in the review process;
and
WHEREAS, on March 9, 2015, a public hearing was held and closed; and
WHEREAS, on March 23, 2015, the General Requirements in §280-70 were met; and
WHEREAS, on March 23, 2015, the Southold Town Planning Board made a determination
that the applicant has satisfied the requirements for a Special Exception pursuant to Town
Code Section 280-142 and the additional standards for a Special Exception in Town Code
Section 280-73B as detailed in the Staff Report dated March 23, 2015; and
WHEREAS, on March 27, 2015, the Southold Town Building.Inspector reviewed the plan and
certified that the proposed Wireless Communication Facility is a permitted use in the Light
Industrial Zoning District; therefore, be it
RESOLVED, that the Southold Town Planning Board, pursuant to the State Environmental
Quality Review Act, performed a coordinated review of this Unlisted Action and, as lead
agency, made a determination of non-significance and grants a Negative Declaration; and
be it further
RESOLVED, that the Southold Town Planning Board hereby finds and determines that the
standards for Special Exception Approval have been met; and be it further
RESOLVED, that after deliberation of the application and consideration of the above factors,
the Southold Town Planning Board grants a Special Exception for the Wireless
Communications Facility as shown in the Site Plan Application for"AT&T @ 1040B Hortons
Lane", prepared by Malick & Scherer, P.C. on January 21, 2010, and last revised on April 2,
2015.
Please also note the following requirements in the Southold Town Code relating to Special
Exceptions:
1. Any Special Exception Approval granted under this article shall have a term of five
years, commencing from the granting of the Special Exception, which may be
extended for an additional five-year term upon application to the Planning Board.
2. On a renewal application, the applicant shall demonstrate that the wireless
communication facility is in compliance with all applicable laws, rules and
regulations and with all of the conditions of the Special Exception Approval and
Site Plan, that the facility is necessary to provide adequate service, and that there
is no reasonable alternative available to the owner which will provide adequate
service without the continuing use of the facility.
3. Subsequent Special Exception renewals shall be subject to review by the Planning
Board and subject to such standards that shall be included in the Town Code at
that point in time.
1040B Hortons Lane Pae 13 April 7, 2015
Enclosed please find a copy of the Negative Declaration for your records.
If you have any questions regarding the information contained in this resolution, please
contact the Planning Board Office.
Very truly yours,
Cc
aures H. Rich, III
Vice-Chairman
Encl.
cc: Town Engineer
Building Dept.
-rToa vn of Southold} New York 191P mor-�MENEEMENIN
Telecommunications Site Review Consultants, Inc.
Equipment. Upgrade Application 7050 West PalmeBoca Ra on F#15-652 33433
Tel:877.438.2851 Fax:877.220.4593
November 10, 2015 D C � ❑„ E f
Ms. Heather M. Lanza, AICP N 0 V 12 2015
Planning Director
Town Hall Annex Building
Southold Town
53095 Route 25 Planning Board
Southold,New York 11971
RE: New Cingular Wireless PCS,LLC (AT&T)
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 the above referenced application submitted by AT&T Mobility ("Applicant") to
modify and upgrade their equipment on an existing one hundred eleven (I 11) foot monopole
tower, owned by Crown Communications. The tower is located at 21855 Country Road 48,
Cutchogue,New York, see Figure 1.
Support Structure&Equipment
The purpose of the proposed modification is to allow the Applicant to add equipment for
upgrades for fourth generation (4G) advanced wireless services, by replacing antennas and
Remote Radio Heads (RRH) that will support higher speed wireless broadband. These
modifications to the tower equipment will occur at the seventy (70)foot level,Appendix, Exhibit
A. The Applicant currently maintains nine (9) panel antennas; three (3) per sector. Three (3)
new antennas (one per sector) will replace three of the existing antennas at the same locations.
Additionally the Applicant will add three (3) new RRHs to the existing three (3) for six (6) total
RRHs. The new antenna configuration is depicted in Appendix, Exhibit B.
The referenced facility and tower has been designed, constructed and continues to 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.
Town pf Southold,New York `�. ��"� �■■_!!!T
'"'Page 2 r p- kid Sol
Consultants, Inc.
Structural Analysis
The Applicant submitted a structural analysis, prepared by Paul J. Ford & Company,
dated March 9, 2015 and based on ANSI/EIA/TIA-222-F standards. The report summary
indicates that with the upgrades, the tower is still within its design limits, see Appendix, Exhibit
C. Specifically, the tower with the existing and proposed equipment will have a stress rating of
93.2% while the base (foundation) rating will have a stress rating of 77.6%. CityScape found
that Nextel has removed six (6) antennas at 250 feet and twelve (12)feedlines from the ground to
250 feet. It is unusual for Nextel to remove or decommission a site without converting the same
to a SprintPCS facility, but that apparently did happen since the Nextel electronic equipment
shelter has been removed.
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. Since the
Applicant will not be increasing the height or girth of tower, nor the compound, this application
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 condition:
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,
Jonathan N. Edwards,P.E.
Cityscape Consultants, Inc.
Town,of Southold,New York
Page 3 �titit
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Page 4 M � o
oil
Consultants, Inc.
Appendix
Town.of Southold,New York
Page
Pa e 5
Consultants, Inc.
RAO. CENIER OF-EX61INO BfETa70F'�'JI>�TEP,N.�
ITA —67 *'&OO L
TOPof: T:]-SIti<tG TOWER
ice. WMER 0< E3 IS RID VERIZON ANWi?05
[ala CE a1 t2 Ci fnx( it a r T. . .... ar Et : .5
E atNC qAqCAP CC$ DYAE ON -
MUNO ^IK tFAMST ON 'j'...,4p;AP.aO ti�WER C� EairSlt`t tdEVEL fcNTEividS-
s'=er' W .
JN!STAk1, (t)JM PAH. s7rlH*
i t{STiNOE SEE TA 'Q fAO�j P'5 o Tf_f =: E t df`t T20 +7SEf�_ 4iCc #sN u
(TYP.-ALL .'q£CTOR.S) 7O' : .kGL (TYP. &L SECTORS)
"L5�MW I'E ( E CCML 7fA�)
�YYYtg AZL SEi:I'c��y "
(r!rP.. ALL SECTORS), ANDREW ,IINTMIA
PROPUSE0 CTE AkDREW AT*T (SSNIM-1065A) HEXP+ >i
ANTENNA Ch EXiSTINfi jjFE MAS.' (TYP;"ALL, SECTORS)
cut OC Tan, 7 AW)
EXISTING SOLE
rx1STf1� flt�s'�[.IPdI,
ofim
- Tip Qs L`F.,cDE
Exhibit A - Existing Support Structure
Town of Southold,New York •of MEMEMENEW and
d
10G T�
Page 6 m
Consultants, Inc.
(°ACCT' 4)
S .E TING (1) .LTE ANDREW ANTENNA�A TK, (.I)
PRO E0 07t i4.i+tOR44 1 AT4T'; XP—QRT
S DE
EE JAIL 2WAOX
INSTALL (1) ISO MHz RAH CR EKISIMGJNPE
' (SEE: OETAIL f f A- ) T
Ell.NNG V PE.MAST ' T-APkJ
M5Tjkr, (1) 700 kC RRH''.IONXISTIlsN�, M;
EF,
wEy WNG AT&T 94ENNA TO
1 A
Exhibit B— Proposed Antenna Configuration
Town of Southold,New York
Page 7 .t. 1::3." ..
Consultants, Inc.
STRUInPAUL J. FORD AND COMPANY
CTU RAL E N G I N EER S
250 East Broad Street • Suite 600 • Columbus,Ohio 43215-3708
Date: March 09,2015
Marianne Dunst Paul J.Ford and Company
Crown Castle 250 E.Broad Street,Suite 600
3530 Toringdon Way Suite 300 Columbus,OH 43215
Charlotte,NC 28277 mscroggy@pjfweb.com
Subject: Structural Analysis Report
Carrier Designation: AW Mobliity Co-Locate
Carrier Site Number: NYCENY1027
Carrier Site'Name: NA
Crown Castle Designation: Crown Castle BU Number: 806579
Crown Castle Site Name: NY Cutchogue
958280
Crown Castle JDE Job Number: 325398
Crown Castle Work Order Number: 1020795
Crown Castle Application Number: 249744 Rev.1
Engineering Finn Designation: Paul J.Ford and Company Project Number: 37515-0232.002.7805
Site Data: 21855 COUNTRY RD,CUTCHOGUE,Suffolk County,NY
Latitude 41°1'4&5T,Longitude-72'29'50.29"
108.5 Foot-Monopole Tower
Dear Marianne Dunst,
Paul J.Forel aril Company is pleased to submit this"Structural Analysis Report"to determine the structural
integrity of the above mentioned tower. This analysis has been perronned in accordance with the Crown Castle
Structural'Statement of Work'and the terms of Crown Castle Purchase Order Number 763689,in accordance
with application 249744,revision 1.
The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we
have determined the tower stress level for the structure and foundation,under the following load case,to be:
LCT Existing+Reserved+Proposed Equipment- Sufficient Capacity
Note-,See Table I and Table II forthe proposed and existing/re5erved loading,respectively.
The structural analysis was performed for this tower in accordance with the requirements of TIAIEIA-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.Forel 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.
Respectfully submitted by:
Morgan Scroggy,E.I.
Structural Designer
tnxTower Report-version 6.1.4.1
Exhibit C — Structural Analysis Summary
Hillside Maintenance Complex Patrick A.Nowakowski
93-59 183 Street President
' Hollis,NY 11423
Long Island Rail Road
April 23,2015
Mr.John Coughlin
Nielsen,Huber&Coughlin,LLP
36 North New York Ave
Huntington,NY 11743
Re: Re 15-30; 10408 Hortons Lane
Southold NY 11971
Dear Mr.Coughlin,
The Long Island Railroad (LIRR) Engineering Structures Inspection Group has received your
package submittal dated March 26, 2015, for the construction project at the above location. We have
reviewed the submitted Suffolk County tax map; zoning drawings,stamped construction drawings by
Malick & Scherer P.C. dated January 21, 2010, property survey, and the miscellaneous Town of
Southold application documents. Additionally, a site visit was conducted April 21, 2015. We have
determined that your work has no impact on the operation of the LIRR. At this time we take "No
Exception". However, Nielsen, Huber&Coughlin LLC and its agents shall adhere to the following
while performing construction near our Right-OF-Way.
• Fouling of LIRR track includes operation of equipment or any part of equipment, (i.e.
excavator arms, cranes etc.) within 20 feet From the LIRR right of way or above LIRR
tracks. All parties are notified that fouling LIRR track without LIRR flag protection
being present is a violation of Federal Law.
• Protection of LIRR property and facilities is the responsibility of the building's Owner
and his designated Contractors.
• All damages to LIRR property caused by the project shall be repaired by the
Owner/Contractor or repaired by the LIRR and charged to the Owner/Contractor.
Should you have any questions,please contact Don Malings of my staff at 646-418-5425.
Sincerely,
Donna L. Dill, P.E.
Managing Engineer—Civil Inspections
Cc: E.Maines,P. Nebab,D.Malings;File 2015036
MTA long Island Rail Road is an agency of the Metropolitan Transportation Authority.State of New York
Thomas F,Prendergast,Chairman and Chief Executive Officer
SCHERER DESIGN GROUP, LLC Colleen Connolly,PE
Partne/CEO
Steven Krug,PE
Partne/COO
February 14,2023
Town of Southold
53095 Route 25
Southold, NY 11971
Attn: Engineering Department r.
Re: AT&T Site Name: LI-1025
1040-B Hortons Lane G
Southold, NY 11971
SDG Project#:14BECO01
To Whom It May Concern,
Scherer Design Group, LLC (SDG) is writing regarding the completed work at the above-referenced site. SDG
performed the Final Inspection for subject site on 12/08/2022 to confirm the work on the site has been completed ! '
in accordance with the Construction Documents,by SDG, Revision 16,dated 09/20/2017.Additionally,SDG received
inspection reports and photos from contractors in relation to the construction, and had a survey completed
l i+i
confirming the installed location of the Generator. ;1
�iiii•,
• Daily Inspection Report,by ACER Associates, LLC,issued on 04/12/17 H! 1'.
• Property Survey, by D.W Hann'ig L.S.,PC issued on 9/8/22
'i.
The proposed installation was constructed in accordance with the Construction Documents referenced above. As
such,SDG requests the permit be closed.
Should you have any questions or comments, please call me at 908-323-2513.
i
Regards,
s
Colleen Connolly, P.E.
NY#087018
100 Corporate Drive,Suite 202 • Lebanon,NJ 08833
Ph:908.323.2513 • Fax:908.323.2525
Certified Woman 0 Pmed Business Enterprise
10
SCHERER DESIGN GROUP,LLC Colleen Connolly,PE Partner/CEO
Steven Krug,PE
Partner/COO
February 14,2023
Town of Southold
53095 Route 25
Southold, NY 11971
Attn: Engineering Department
Re: AT&T Site Name:11-1025
1040-B Hortons Lane
Southold, NY 11971
SDG Project#: 14BEC001 ;
To Whom It May Concern,
Scherer Design Group, LLC (SDG) is writing regarding-the completed work at the .above-referenced site. SDG I'
performed the Final Inspection for subject site on 12/08/2022 to confirm the work on the site has been completed
in accordance with the Construction Documents,by SDG, Revision 16,dated 09/20/2017.Additionally,SDG received
inspection reports and photos from contractors in relation to the construction, and had a survey completed
confirming the installed location of the Generator.
I;. ..
• Daily Inspection Report, by ACER Associates, LLC,issued on 04/12/17
• Property Survey, by D.W Hannig L.S., PC issued on 9/8/22
The proposed installation was constructed in accordance with the Construction Documents referenced above. As
such,SDG requests the permit be closed.
Should you have any questions or comments, please`call me at 908-323-2513.
Regards,
Colleen Connolly, P.E.
NY#087018
100 Corporate Drive,Suite 202 • Lebanon,NJ 08833
Ph:908.323.2513 • Fax 908.323.2525
Certified Woman 0wned Business Enterprise
RE, NIELSEN, HUBER & COUGHLIN, LLP
ATTORNEYS AT LAW
36 NORTH NEW YOE% AVENUE
HUNTINGTON, NEw YoRK 11743
TELEPHONE: (631) 425-4100
FACSIMILE: (631) 425-4104
OF COUNSEL
WILLIAM J. NIELSEN
August 4, 2014
By Hand
Building Department
Town of Southold Annex Building AUG -4 2014 1 '
54375 Route 25 ^�
Southold NY 11971 -
Attn.: Ms. Connie Bunch
TOVVPI ?�SOUTNOLD
RE: New Cingular Wireless PCS, LLC ("AT&T")
Amended Building Permit Application for Public Utility Wireless Telecommunications
Facility
Premises: 1040-B Horton's Lane, Southold,NY
SCTM#: 1000-63 - 1 - 10
Dear Ms. Bunch:
As you know, we represent AT&T in connection with the subject application, which was filed
with your office on July 29, 2014. As requested, enclosed please find our firm's check no. 1786,
in the sum of$50.00, which amount represents the fee for an updated Notice of Disapproval. As
discussed, we will hold off on submitting a new Building Permit fee check in the amount of
$750.00 until the application is being processed for issuance of the Building Permit.
Should you require any further information,please advise.
Very truly yours,
RE,NIELSEN, HUBER& COUGHLIN, LLP
By:
C ugh n
JC:mk
Enclosure
RE, NIELSEN, HUBER & COUGHLIN, LLP
ATTORNEYS AT LAW
36 NORTH NEW YOB AVENUE
HUNTINGTON, NEW YORK 11743
TELEPHONE: (631) 425-4100
FAcsIMILE: (631) 425-4104
OF COUNSEL
WILLIAM J. NIELssrr
April 6,2015
BY HAND -
Town of Southold Building Department FD��Town Annex Building IT�54375 Main Road APR 6 ?015 �-�
Southold,NY 11971
Atm.: Mr.Michael Verity, Chief Building Inspector -T_
RE: New Cingular Wireless PCS,LLC("AT&T")—LI 1025
Proposed Public Utility Wireless Telecommunications Facility
Premises: 1040-B Horton's Lane, Southold,New York
SCTM#: 1000—63— 1.— 10
Dear Mr. Verity:
As you know, our firm represents AT&T with respect to its proposal to construct a public utility wireless
telecommunications facility at the subject premises. The Building Permit Application was filed your office on July
29, 2014 and the Notice of Disapproval was issued on August 25, 2014. As required, AT&T thereafter sought Site
Plan and Special Exception Permit Approvals from the Planning Board and the Approvals are currently pending
adoption by the Planning Board. We will submit copies of said Approvals with your office upon receipt.
Please note that the Planning Department, during its review of the subject proposal, recommended approval of a
taller 95' unipole than the 75' height originally proposed by AT&T, in an effort to allow for greater collocation
opportunities. We understand that the Planning Board intends to adopt this recommendation. To that end, we have
enclosed the following documents:
1. Four(4) sets of revised Construction Drawings, prepared by Malick& Scherer, P.C., Revision 12, dated April
1,2015,revised to depict the proposed 95' pole;and
2. Correspondence of David Casey, Project Engineer, Valmont Industries, Inc., regarding fall zone radius, dated
January 16,2015.
Please let us know what, if any, additional documents are needed for your office's reactivation of the Building
Permit Application and issuance of the Building Permit.
Thanking you for your courtesies,we remain
Very truly yours,
RE,NIELSEN,HUBER&COUGHLIN,LLP
By:
J. Coug in
JJC/mk
Enclosures
RE,NIELSEN, HUBER & COUGHLIN, LLP
ATTORNEYS AT LAW
36 NORTH NEW YORK AVENUE
HUNTINGTON, NEW YORK 11743
TELEPHONE: (631) 425-4100
FACSIMILE: (631) 425-4104
OF COUNSEL
February 6, 2017 WILLIAM J.NIELSEN
BY HAND M
Town of Southold Building Department R
DDLS�L:�O
Town Annex Building
54375 Main Road f E B 6 2017
Southold,NY 11971
Attn.: Mr. Michael Verity, Chief Building Inspector 1BUILDINGDE".
RE: New Cingular Wireless PCS,LLC ("AT&T")—LI 1025 TOWN OF SOUTHOLD
Proposed Public Utility Wireless Telecommunications Facility
Premises: 1040-B Horton's Lane, Southold,New York
SCTM#: 1000—63 — 1 — 10
Dear Mr. Verity:
As you know, our firm represents AT&T with respect to its proposal to construct a public utility
wireless telecommunications facility at the subject premises. The initial Building Permit
Application was filed your office in 2014, and supplemented in 2015. Additionally, in 2015,
AT&T obtained Site Plan and Special Exception Permit Approvals from the Planning Board.
Pursuant to communications with your office, enclosed please find the following documents:
1. Four(4) sets of Foundation Drawings, Valmont Industries, Inc., dated February 3, 2017;
2. Four (4) sets of Communications Pole Design Calculations, Valmont Industries, Inc., .dated
February 3, 2017; and
3. Four (4) sets of Drilled Pier Foundation Design Calculations, Valmont Industries, Inc., dated
February 3, 2017.
Please let us know what, if any, additional documents are needed for your office's reactivation of
the Building Permit Application and issuance of the Building Permit.
Thanking you for your courtesies, we remain
Very truly yours,
RE,NIELSEN, HUBER& COUGHLIN, LLP
By:
CouWn
Enclosures
RE,NIELSEN, HUBER & COUGHLIN, LLP
ATTORNEYS AT LAW
30 NORTH NEW YORK AVENUE
HUNTINGTON, NEw YORK 11743
TELEPHONE: (031) 425-4100
FACSIMILE: (031) 425-4104
OF COUNSEL
WILLIAM J.NIELSEN
February 17, 2017
BY HAND
Town of Southold Building Department D �DV[E
D
' in
Town Annex Building
54375 Main Road FEB 1 7 2017
Southold,NY 11971
Attn.: Mr. Michael Verity, Chief Building Inspector BUILDING DEPT.
RE: New Cingular Wireless PCS,LLC ("AT&T")—LI 1025 TOWN OF S®1TH®LD
Proposed.Public Utility Wireless Telecommunications Facility
Premises:, 1040-B Horton's Lane, Southold,New York
SCTM#: 1000—63 — 1 — 10
Dear Mr. Verity:
As you know, our firm represents AT&T with respect to its proposal to construct a public utility
wireless telecommunications facility at the subject premises. Based on recent communications
with your office, we were advised that the final Building Permit fee for this project was to be
$800.00. To that end, enclosed herewith, please find AT&T Check No. 454, in the requested
amount, payable to the Town.
Thanking you for your courtesies, we remain
Very truly yours,
RE,NIELSEN, HUBER& COUGHLIN, LLP
By:
. Co ghli
Enclosure
RE, NIELSEN, HUBER & COUGHLIN, LLP
ATTORNEYS AT LAW
36 NORTH NEW YORK AVENUE v
HUNTINGTON,NEW YORK 11743
TELEPHONE: (631)425-4100
FACSIMILE: (631)425-4104
October 3, 2017
BY HAND
Town of Southold Building Department
Town Annex Building
54375 Main Road
Southold,NY 11971
Attn.: Mr. Michael Verity, Chief Building Inspector
RE: New Cingular Wireless PCS,LLC ("AT&T")—LI 1025
Building Permit No. 41352
Proposed,Public Utility Wireless Telecommunications Facility
Premises: 1040-B Horton's Lane, Southold,New York
SCTM4: . 1000-63 — 1 - 10
Dear Mr. Verity:
As you know, our firm represents AT&T with respect to its proposal to construct a public utility
wireless telecommunications facility at the subject premises. The Town issued Building Permit
No. 41352 on February 8, 2017 (copy enclosed). Subsequently, AT&T determined that it would
like to utilize a different generator and also slightly different supporting HVAC units.
Pursuant to communications with your office, and your direction to pursue an amendment of the
Building Permit,-enclosed please find the following:
1. Four (4) sets of revised Construction Drawings, prepared by Malick & Scherer, P.C.,
Revision 16, dated September 20, 2017.
Please let us know what, if any, additional documents are needed to amend Building Permit
41352.
Thanking you for your courtesies, we remain
Very truly yours,
RE,NIELSEN, HUBER& COUGHLIN, LLP
By:
hn J codgbM
Enclosures
120-11 89'AVE
Richmond Hill NY, 11418
C( )� ® John@dct-inc.net
t� 718 502-6262
O� 718 502-6691
Digital Construction Tech,Inc.
Tuesday, February 21,2023
Site Name: LI-1025
Site Address: 1040 Horton Ln,Southold NY 11971
Block: 1
Lot: 10
Building Department,
Please receive this letter as a formal request to close the permit No. 41352 for the construction
of a new AT&T cellular site for the above address.
As per building department clerk, we have completed and pass all necessary inspections and the only
requirement left was a professional engineer letter included to in this folder.
If you have any questions, comments or need additional information,do not hesitate to contact me.
• /Z
THANK YOU
Aocr-
MIRIAM MERCHAN
Project Closeout Coordinator I
Certified Minority/Business Enterprise
miriam@dct-inc.net
Digital Construction Tech. Inc.
120-1189th Ave,Richmond Hill,NY.11418
Office:718-502-6262 Ext: 108 Cell:917-808-8143
• New Cingular Wireless PCS, LLC ("AT&T")
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Legend of Symbols & Abbreviations a.... ❑
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i N ° Lot Area
O IRON PIN FOUND O MANHOLE 4y # I I €
O LIGHT POLE O GAS VALVE o 6.94+- Acres ❑° Iuw'r�v^ svm \
❑ CATCH BASIN O POWER POLE eve , rra••"•+,yV 302,481+- Sq. Ft. Z
O MONITORING WELL ,~r OVERHEAD UTILITY UNE e LL
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100 Parking Spaces TotalIS
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Site Data
Landscape Coverage Area: 44,018 sq.ft. 14.55% :° ❑ ,� _-- rl In om ,..-❑ I
Building Floor Area: 70,445 sq.ft. - 23.29% -'-'
a
Lot Coverage - Buildings, Pavement etc.: 258,463 sq.ft- - 85.45%
Z-2.
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a y ret•" •'• }' d •""• c•'�°^' sa,m NJIW State Pic- 26123'Deed
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Nl 1'4)'4
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='�' =° __ o.'"ke wxa,• .a..• "°'° yz ti Bearings and Coordinates to New York State Plane - Long Island
-- e•r•_- are a,a, tel ' Elevation Datum - NAVD88
a
P.O.B.
_ porta s La
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(Public ne -----
Street - Width
Varies))
Pt. of the Town of Southold
Suffolk Co., N.Y.
p 20 40 60 u
The underground utilities shown have been oco blled from field c rvey
information end existing drawings. The surveyor makes n guarantee that
SCALE 40' In my professional oPinlon,and based o my observations and/.r the underground utifties shown comprise all such utilities o
n the o
TAT cope of s rn n.^hereby cert;fy this was made(romp o N either in service or abandoned. Tho surveyor further does at woreanl
77��..��N�7M�T'� actual s rvey o of and
this In.,, rect. H}oaf eve C r
D.W.i1L 11V1V1G L.S.,P.C. that the underground utilities shown are in the exact location
January t4,10,o FLOOD NOTE:
Rev'd 2/2/10-Bearings only $URV$]`QtL9-PLANNERS-CAr13LJLiAN73 i B graphic Plotting indicated aIthou h he does certify that the
By grap p g only,This property is In Zones) 9 y y era located as accurately
Rev'd 9 09 14- sre (Na Oesianalion) of the ndatl Insurance Rate MOP.Community Panel No. as Possible from inlDrtnation avviloble. The surveyor hos not
/ / nified,o on^y 7H8 RTARIt]A'PL1($aUIIDQ4ayl __ __ 36f OJC0158H ,which bears n ellective date al
Rev'a 9/07/2022-Generator o ly :(3I5)U2-=-FAX'(3J10f pAVlO WILLIAM HANNI P.Ls.,-N.Y.S.LIC.N0.4]M1f f e 09 25 09 and is physically located the underground utilities-Underground Fadbties
PHONE:(71�6�372S-PAX(31�6BL7774 tvp net.n a SDecial Flood Hazard Area.
Plj
eels J048775/base pl11/dw9/noel-0.sbuilt-5-7-2014
Protective OrgaNm Gan
PDF created with pdfFactory trial version wmv.pdffactory com
d b I
I
r
REINFORCING STEEL SCHEDULE
►45'SPACING FROM CENTERLINE OF PIER LOCATION NO REQ'D. BAR SPC'G. SIZE CUT LGTIL TOTAL LGTIL TOTAL WT. SHAPE
TO THE CENTERLINE OF BOLT CLUSTER.
(4) — ANCHOR BOLTS 2 1/4"0 X 7'-0" PAD HORIZONTAL 64 N 13'-6" 864'-0" 2307 LBS. STRAIGHT
DWG.
REINFORCING ON DWG.
Pi4
(#18J A615 GR. 75 OR EQUAL) ON A 44'0 B.C. PIER VERTICAL NOTED SEE REBAR
C3 REINFORCING 24ON DWG. #7 V-11" 166'-0' 339 LBS. DETAIL
PIER TIES B ONODWG. #5 15'-8" 125'-4" 131 LBS.TOTAL R AR Wr. 2777 LBS.
C1 i 0 I-7 r Ff TIES TO HAVE
20-f 10' HOOKVERLASHOWN3/4"
T; 2'-6' 2'-6' II✓Ifs
U u
5'-0' TOP & BOTTOM TEMPLATES 5'-9" �I VERTIC L
PART NO.: 157163-9001 REBAR
DETAIL "A" PIER TIE HOOK DETAIL
GENERAL NOTES:
PLAN VIEW 1..ALL ANCHOR BOLTS AND VERTICAL REINFORCING BARS ARE TO BE SECURELY TIED BEFORE
(4) — ANCHOR BOLTS 2 4"0 X 7'-0' (#IBJ A615 GR. 75CONCRETE IS PLACED SO THEY WILL REMAIN PARALLEL TO THE CENTERUNE OF THE PIER.
TEMPLATE OR EQUAL) W/(5) GALV. H.H.N. & (2) GALV. FW. EACH•AT TOP 2. THE GROUND ELEVATION SHALL BE A MAXIMUM OF 6" BELOW THE TOP OF THE PIER.
3. ALL EXPOSED CONCRETE CORNERS ARE TO BE CHAMFERED 3/4 INCH.
(8) //5 HO A 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 DEFORMED BARS.
1 WITH 0 (2) WITHIN TOP 5" OF CONCRETE 5. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI,
IN ACCORDANCE WITH ACI 318-11.
— 6. REINFORCING STEEL TO HAVE A 3" MINIMUM CONCRETE COVER.
_ _ 7. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT BY ACER ASSOCIATES,
¢ _ III PROJECT NO. 20150006, DATED MAY 8, 2015.
I-III—III — I—E—II� 8. ANCHOR BOLTS 2 1/4"0 X 7'—O" (#18J A615 GR. 75 OR EQUAL) ON A 44'0 BOLT CIRCLE (4 REQ'D).
/� �� \ II i IIII _ 1IIIIi i lI 9. CONCRETE REQUIRED 14.52 CUBIC YARDS.
D 1 10. SEE THE GEOTECHNICAL REPORT FOR COMPACTION REQUIREMENTS, IF SPECIFIED.
11. THE FOUNDATION IS BASED ON THE FOLLOWING FACTORED LOADS:
MOMENT(KIP—FT) = 779.38
0
`i < AXIAL (KIPS) = 16.11
0. (24) 7 VERTICAL 0 SHEAR (KIPS) = 13.23
jJ REBAR EVENLY = o 12. 4.5 FT OF SOIL COVER IS REQUIRED OVER THE ENTIRE AREA OF THE FOUNDATION SLAB.
� SPACED w
GO
UNLESSOTHERH75E SPECIFIED MATMAL•
o ALL nlM w _ ALLIANCE COMMUNICATIONS CABLES INC
NO ARE
ARE IN INCHES�
FINISHES AM NLN
r r — TOLERANCES: FRACTIONS 3 1716' 5abPE IndUStP1ES'
ANGLES±-12,DEG. TOLERANCES DO NOT APPLY Towers and Poles LI-1025, NY
TEMPLATE DECIMALS 3':010' TO RAW MATERIAL
' CONFIDENTIAL 95.00 MONOPOLE
This document and the Mormation
contained herein Is the confidential trade
Is. .l property of S°bre Communlcatlons SIZE DRAWING NO. REV
(16) j�8 HORIZONTAL REBAR 3" Corporouon('Sabre')and must not be JOB N0. 157163
EVENLY SPACED EACH WAY reproduced,copied or used,In whole or to DATE 2/27/17 B 157163—F1
TOP & BOT. (64) TOTAL �p ltimmon�euoo RA the Prior DRAWN BY DLK
ELEVATION VIEW DATE R CHK DESCRIPTION 02017 sabre Communications Corporation SCA LE PAGE
All ri to reserved CHECKED BY WJ None 1 OF 1
i
lea. NOTICE: ALL PARTS ARE TO BE INVENTORIED AND ANY SHORTAGES
urcAa ° REPORTED WITHIN 48 HOURS OF DELIVERY. SHORTAGES REPORTED
AFTER THIS TIME PERIOD WILL BE CHARGED TO THE CONTRACTOR.
CALL 800/369-6690 ASK FOR THE CONTRACTS DEPARTMENT
DRAWING LIST
MONOPOLE ERECTION 157163—MM
o MONOPOLE FOUNDATION(S) 157163—F1
ACCESS PORT ®3'-0" 157163-F2
ORIENT POLE W THE FIELD TO SUIT
MONOPOLE FABRICATION 157163-01
TIA—GROUNDING—KIT—MONOPOLE C30150110
BILL OF MATERIALS BOM-1
a•.
ACCESS PORT ®9-0"
ORIENT POLE IN THE FIELD TO SUIT
18C (4)2 Ile#BOLTS
A K'/B.C.
M
FACTORY APPLIED PAINT.
�-
I Or
i ACCESS PORT ®11'-0"
ORIENT POLE IN THE FIELD m STAT
� I
R ♦ DOLT INSTALLATION DETAILS
1. INSTALLATION OF BOLTS: BOLTS FOR TOWERS AND ANTENNAS SHALL BE INSTALLED.WITH THE NUTS FACING TO THE OUTSIDE
X I EXIT PORT AND/OR TO THE TOP OF THE TOWER, UNLESS PROHIBITED BY LACK OF CLEARANCE ..
% I i 2. TIGHTENING OF BOLTS: ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A SNUG—TIGHT CONDITION,AS DEANED BY AISC.
BOLT FOR 3.NUT LOCKING DEVICE ALL NUTS SHALL BE EQUIPPED WITH SOME TYPE OF NUT LOCKING DEVICE SEE THE INDIVIDUAL DRAWINGS
rl'-o NAME PLATE FOR THE TYPE OF NUT LOCKING DEVICE TO BE USED.FOR EACH INDIVIDUAL APPLICATION.
umums GTHu e1S s�>Ea YA
SABRE NAME PLATE ,■asp o N ., ALLIANCE COMMUNICATIONS CABLES INC
ANCHOR BOLTS T»LDMOM 1RA=s*1ne- Sabre Industries' LI-1025, NY
ANDES 3 I/1 DEa MERAlIMM DO NOT Towers and Poles
DIALS!.ala' APPLY To RAW NATERAL
' 95.00 MONOPOLE
LEVELING NUT This DDeumen an he n(orrnation
contained herein Is the confide tial trade
•.:v
. ,...,`'' �..�' •.. CONCRETE ttttet prop at re Communication y� DRgDE6 N0. li1CV
FOUNDARON orpor
aba re and must not be 70H 157183
m educed coped or used h without
or'I
Dao z zv L7 B 157163—MM 0
,for•ony purpose without thePOLE ELEVATION BASE INSTALLATION z�5 Sabbre'�cmm`D�i s°CaryO°al{onn.�� LK BCAii pAOE
DAIS DEswrRaNNlt-rt
I i s e er a ®®8! W7 1b7163—E N.T.S. I v 1
111111111110 11111111111111111111111111 SIIuLIE
NOTES: C30150110 TIA-222-G GROUNDING HIT FOR MONOPOLES
1. MONOPOLE AND ANCHOR BOLT QUANTITY SHOWN TYPICAL ITEM QTY. PART. NO. DESCRIPTION WEIGHT
2. THERE SHALL BE A MINIMUM OF (3) GROUNDING ELECTRODES INSTALLED SYMMETRICALLY 1. 6 C30096006 GROUND ROD 5/8 X 10--0 GALV. STEEL 64.8
AROUND THE BASE OF THE STRUCTURE AT A MINIMUM 20 FT. SPACING. 2. 6 C30097008 GROUND ROD CLAMP 5/8(HARGER 302UGRC OR EQUAL) 0.8#
3. ALL BENDS IN GROUND WIRE TO BE WELL ROUNDED CURVES FREE OF KINKS, TWIST, ECT. 3. 3 C30093000 GROUND LUG BURDY K2A26U OR EQUAL) 0.6#
4. 6 C30095103 WIRE, 2/0 STRANDED BARE COPPER 25 FT. 61.8#
5. 3 C40012003 BOLT ASSEMBLY, 1/4 X 1 S.S. 0.3
TOTAL WEIGHT 128.3
MONOPOLE 2
(SHOWN TYPICAL) 1
5 3 4
o�
A
3 CONCRETE FOUNDATION
40 =0 5 (SHOWN TYPICAL)
MONOPOLE
GRADE
;< c (SHOWN TYPICAL)
•r:..
I I
I 2
I LU
C3
v-0• I -11 w
MIN.)
z
1
ELEVATION VIEW PLAN VIEW
UNLESS OTHERWISE SPECIFIED MATERA1.
ALL DIMENSIONS INCLUDE
FMSHES AND ARE IN INCHES
TOLt7LWCES.FIV=GNS 1 1/18• Sabre Industries' TOPER GROUNDING HIT
ANGLES is 1/2 DED. WLERANCEs Do NOT APPLY Towers and Poles PER TIA-222-G SPECIFICATONS
DECIMALS f.010' TO RAW WITERNL FOR MONOPOLES
CONFIDENTIAL
This doeummt and the Information
can—od herein Is the eonlldenU.trade
asaret property of sabre Communications SIZE DRAWING NO. REV
Corporation('Sobn�)and mu.t not be
repruducad,copled or used,In.ho[.or In DATE 12/7/05 B 030150110 1
part,for any purpoee■itluwt the prior
A.FUSED Vffl%im
■nttm conamt of Sobra. DRATIN HY MLC SCALE PAGE
02014 Sabre Comrtwnicellons Corpaatbn None 1 OF 1
REV DATE H DESCRIPTION All rihts reserved. CHBCm BY WMN
PC=PIECE OR=ORANGE
CUSTOMER : ALLIANCE COMMUNICATIONS CABLES INC PLT=PALLET WH=WHITE
BDL=BUNDLE 0/W=OR&WH
Sabre Industries SITE : LI-1025, NY CRT=CRATE N/R=NOTREQ'D
Towers and Poles D=DRUM SP=SPECIAL
B.O.M. 95 FT. MONOPOLE Bx=Box
PACKING
ITEM NO. DRAWING PART TOTAL z QTY PKG.
DESCRIPTION WEIGHT ¢ KIT OF NO
NO. REQ D. NUMBER REV NO• LBS. a PKG'S
1 ANCHOR BOLTS AND TEMPLATES
2 2 157163-9001 ANCHOR BOLT TEMPLATES(W\44"BOLT CIRCLE) 143
3 4 C40041007 2-1/4"X 7'-0"(ASTM A615 GRADE 75)OR EQUAL 484
4 SECTIONS
5 1 MR1571630110 34'-0"TOP SECTION W\BASE 4923 G/P
6 MOUNTS
7 1 Z10101604 SPECIAL CANISTER
8 GROUNDING
9 1 C30150110 TIA-GROUNDING-KIT-MONOPOLE 128
10: MISCELLANEOUS
11 5 C30136001 11"X 26"X 0.1875PL ACCESS COVER(GALV) 81 SP
12 1 C40068001 130Z CAN OF COLD GALV SPRAY 1
13 1 CS00500 NAME PLATE 1
14 1 PT00000 PAINT,COLOR TBD 10
15
16
17
18
19
20
DATE 2/27/17 JOB NO. 157163
DRAWN BY DLK PRINT NO. BOM-1
REV DATE DRW CHK DESCRIPTION CHECKED BY WJ PAGE 1 OF 1
Q�BOfIOLI 6 SECIIOLI To 3rAT0 OA SRAdaT le-SOED POLE UST OF MATERIAL TA me N
®�OIDa OF SUSS BAR LUG 5 fall OTY WK NO I WTum TvuWT
I 1 1 13ne3-mlo naE 1Ir:3500.$W.3 Nn-e] 31D1
z 1 Isne}5001 SA4 MiC 1] . 4130 Sri M1ln-'A sx
J 71 fl 171OJ1e TOP t •1 t ASLO t0
1 /, ♦ /13ndY5002 IfP FI.VIQ MlE x n J 6Il AST1-60 SSP
t 1 T ON�A It/i•P f�� '1 ym �'.MILD F :H t x{x 3 Oagl116Ja6 -57 Sao i
e 1 ASS y tE]DIe ♦n7
SL0lCnld BAD(tElaR: 4n7 I
t 01P LOME HIM
1 + y ales 7 °clm]east 1 x m x Slav Afra59 aawD GL M]e n
I (` e 1 tD01]alto 71A-0ta0(0 -MT-YalaVE — IUD
P 1 GODeBaol 13m DW OF 03D q v SPRAY — a
a, FLANGE PLATE FABRICATION k, t°1/e•P m t olmm xAla LUTE — ,
FLAT LABELING DETAIL TOLERANCE NOTE _
RANGE FLATS AAE m BE lE1®PaPoaaEAR
i m T/a Ness a nes POE m Cllwl(+)m(-)t/°
I py(5 1•R TTP. 7YP.O ei'IDY m TAO iter m W1®l�Yad 16 '
S/I6 EA.SPOKE
D
—SEE FLANGE PLATE NOTE
FABRIGDm FACTORY APPLIED PAINT.
TOLERANCE NOTE
1 TYP.0
5/le G WOKEI
D�� OFLANGE PLATE DETAIL
• a, uw.-t• 157183-5002 _
DEL
' '�m.Ex�Tr Im(44AI1 �•�fe7so�-{ �z��
rawc 1� wATL I A Ixb P as
]I.Itr m m7(aR
�P
10 II
AeyT / e 12 tx aaoSTw.
Y COT PORT 41.300 ! 7 I t] S\
ACCESS PORT DETAIL
PP— —aav
S IEa I/4 1W. 1 I! h)REEL
\♦
Is,/ ]
i 1 1
uv azo• •� a 1� to
a130 DM a, IDG•
ma To EVE fd FINN 0A4
0, m RATS 4,106!IS t I Im$
1 P x 1-t�f A3ee »m nBAtrtxa tx1ePED0 PDa
a I GROUND LUG ANGLE WELD NOg1B0L i
xur
9D• -- 270•
ztt n
yp �
S 1 I 7/IfIIKIE ]/ICr MOLE lwF1t]M IRIT
0.
inSOL VOM m aE n BASE PLATE DETAH _HAND HOLESACC®PORE DATA TATTLE
TYPICAL ORIENTATION r_Num1 sW loo4r !! 2 wTTxa 7
a s Tar x zs•POR m RAT t rLMARK: MWS00004 s clm]eoaa Io 1 as 1 4 J 4 A3n-ns
i w i1.Rid BOTI1M ar POLE UNLESS OTNEIMSE SPOID W7E7DAL•
s tlr x a]•PORT m PL o-5 Ism �0°�',,,D ARE , ALLIANCE COMMUNICATIONS CABLES INC
w"RO1B0 O16CQE Sabre Industries'
TLtiFAANCLR FRACIe71s t 1/fe Towers and Poles LI-1025, NY
AIImES t In TIxERNICfS DO NOT
S 17 x 25•PORT ON MT IS I DECWALS i.015 APPLY TORAY YATE78AL
UP Y�a Donal OF PMC CONTD�FNhT14T 95.00 MONOPOLE
formation con oR Dram s the Is
' roparty of Sabre Communfcations
oration,constitutes a trade secret srya ND. R�
1 RA "(1 CHAD as defined b Iowa Code Ch.550 and JOH 157183
! `>-s) (') D♦-fs) shall not be r�lroduced,copied or used D� p 27 )2 B 157163-01 U
POLE ELEVATTON in whole or in part for any purpose
atsoeTe�without prior written conselt DB►llF HE DLK 13C= ,PAGE
DALE nP noN of Sobre Communications Corporation.Cm=W Irrl g1 N.T.S. 1 1
I
s 1
I
I
REINFORCING STEEL SCHEDULE
•45' SPACING FROM CENTERLINE OF PIER LOCATION NO REQ'D. BAR SPC'G. SIZE CUT LGTH.TOTAL LGTIL TOTAL WT. SHAPE
TO THE CENTERLINE OF BOLT CLUSTER. PIER VERTICAL NOTED
REINFORCING 24 ON DWG. 15'-0" 360'-0" 736 LBS. STRAIGHT
ASH (4) — ANCHOR BOLTS 2 1/4"0 X 7'-0' PIER TIES 17 ON TE G. #5 15'-8" 266'-4" 278 LBS. 0:51 -_�
(#IBJ A615 GR. 75 OR EQUAL) ON A 44"0 B.C. TOTAL REBAR WT. 1014 LBS.
PIER TIES TO
T 20'OVERLAP ORHAVE 5 3/4'
f TOP & BOTTOM TEMPLATES �10' HOOK AS SHOWN
PART NO.: 157163-9001
IIJII
2'-6" 2'-6" u u
yI VERTICAL
5'-0" REBAR
(4) — ANCHOR BOLTS 2 1/4"0 X 7'-0" (#18J A615 GR. 75 PIER TIE HOOK DETAIL
PLAN VIEW OR EQUAL) W/(5) GALV. HHN & (2) GALV. FW. EACH AT TOP
TEMPLATE
(17) #5 HORIZONTAL TIES 0 12" C/C GENERAL NOTES:
AWITH TWO (2) WITHIN TOP 5" OF CONCRETE 1. ALL ANCHOR BOLTS AND VERTICAL REINFORCING BARS ARE TO BE SECURELY TIED BEFORE
CONCRETE IS PLACED SO THEY WILL REMAIN PARALLEL TO THE CENTERLINE OF THE PIER.
2. THE GROUND ELEVATION SHALL BE A MAXIMUM OF 6" BELOW THE TOP OF THE PIER.
_ _ n 3. ALL EXPOSED CONCRETE CORNERS ARE TO BE CHAMFERED 3/4 INCH.
4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 DEFORMED BARS.
I—III—III— 5. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI,
III—I I IN ACCORDANCE WITH ACI 318-11.
I—I i I— 6. REINFORCING STEEL TO HAVE A 3" MINIMUM CONCRETE COVER.
I 7. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT BY ACER ASSOCIATES,
PROJECT NO. 20150006, DATED MAY 8, 2015.
8. ANCHOR BOLTS 2 1/4'0 X 7'-0" (#18J A615 GR. 75 OR EQUAL) ON A 44'0 BOLT CIRCLE(4 REQ'D).
TEMPLATE 9. CONCRETE REQUIRED 11.27 CUBIC YARDS.
10. SEE THE GEOTECHNICAL REPORT FOR DRILLED PIER INSTALLATION REQUIREMENTS, IF SPECIFIED.
I I 11. THE FOUNDATION IS BASED ON THE FOLLOWING FACTORED LOADS:
— — o MOMENT(KIP—FT) = 779.38
(24) #7 VERTICAL n AXIAL (KIPS) = 16.11
REBAR EVENLY SPACED
SHEAR (KIPS) = 13.23
_ 1 UNLESS OMERWISE SPECIFIED MATERIAL*
------III ALL DIMENSIONS INCLUDE
FINISHES AND ARE IN INCHES ALLIANCE COMMUNICATIONS CABLES INC
_ TOLERANCES:FRAC110-t 1/1e• Sabre Industries'
`r1 ANGLES t 1/2 DEC. TOLERANCES DO NOT APPLY Towers and Poles LI-1025, NY
L _ _ J DECIMALS t.010' TO RAW MATERIAL
CONFIDENTIAL 95.00 MONOPOLE
T This document and the information
1 amtat pr herein b the omMmtial trade
secret property of Sabre must not bona SIZE DRAWING NO. REV
5'-0'0 Corporation('sabre)and must not be JOB N0. 157163 D
reprodueed,copied or used,In whole or h DATE 2/27/17 B 157163—F2 0
part,for any purpose without the prior
written consent of Sabre. DRAWN BY DLK ALE
ELEVATION VIEW DATEDEscRIDESCRIPTION02017 Sabre Communlcotlone Co poraum.
All hts reserved CHECKED BY WJ NSCone --,PAGE—
REV
OF 1
I
180•
NOTICE: ALL PARTS ARE TO BE INVENTORIED AND ANY SHORTAGES
W-W AOL ° '° •� REPORTED WITHIN 48 HOURS OF DELIVERY. SHORTAGES REPORTED
% 13
° AFTER THIS TIME PERIOD WILL BE CHARGED TO THE CONTRACTOR.
Ba• ---�---- ;°% n°• CALL 600/369-6690 ASK FOR THE CONTRACTS DEPARTMENT
DRAWING LIST
MONOPOLE ERECTION 157163-MM
D MONOPOLE FOUNDATION(S) 157163-F1
ACCESS PORT ®3'-0" 157163—F2
ORIENT POLE IN THE FIELD TO SUIT
180•
MONOPOLE FABRICATION 157163-01
TIA—GROUNDING—KIT—MONOPOLE C30150110
BILL OF MATERIALS — BOM-1
' �^�\
SPEdLL CANSIFR B°• ' + , 270' .. I }
`j U
NE u APR 1 3 2017
0• ``..
ACCESS PORT ®9'-0"
ORIENT POLE IN THE FIELD TO SUIT
180• (4)21/4'0 BOLTS 7� RUIL�911C�TJlrgcL'�i�y��T•e
�.PNVI� OF SOU A.HOL
A� Q 9 O O�� FACTORY APPLIED PAINT. ..
14
A0.
$-0' �pROFESS���
I0.
i ACCESS PORT ®11'-0"
ORIENT POLE M THE FIELD TO SUIT
X
t BOLT INSTALLATION DETAILS
1.INSTALLATION OF BOLTS: BOLTS FOR TOWERS AND ANTENNAS SHALL BE INSTALLED WITH THE NUTS FACING TO THE OUTSIDE
8 I EXIT PORT AND/OR TO THE TOP OF THE TOWER, UNLESS PROHIBITED BY LACK OF CLEARANCE.
2.TIGHTENING OF BOLTS: ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A SNUG—TIGHT CONDITION, AS DEFINED BY RISC.
� Y
BOLT FOR 3. NUT LOCKING DEVICE: ALL NUTS SHALL BE EQUIPPED WITH SOME TYPE OF NUT LOCKING DEVICE. SEE THE INDIVIDUAL DRAWINGS
J&SABRE
LATE FOR THE TYPE OF NUT LOCKING DEVICE TO BE USED FOR EACH INDIVIDUAL APPLICATION.
UNLESS O7NFRw15E SPEa ED MATERIAL•
°- ALL DOIEN90N5 WCWDE
i NAME PLATE FINISHES AND ARE W WCN6 ALLIANCE COMMUNICATIONS CABLES INC
HOR BOLTS TD1ERANCM ERAcnc t f/1s• Sable Industf IES" LI-1025, NY
ANGLES f 1/2 DEO.TDIFAANCES DO NOT Towers end Poles
DEGMAIS 3.Of O• APPLY TO RAW MATERIAL
95.00 MONOPOLE
LING NUT This Documen and the information
contained herein Is the confidential trade
CONCRETE secret properly of�,bre Communication SIZE DRAITQTO N0. REV
FOUNDATION Corporation("Sabre and must not be JOB 157163
v 11�'11
produced,copied or used,in whole or m DA78 2 27 17 B 157163-MM 0
art, for any purpose without the
POLE ELEVATION BASE INSTALLATION ar written consent of Sabre.DRATfN 8Y DLK BCALE' PAGE
R. DATE CHK DESCRIPTION 11017 Sabre reserved.
em rved.ions Corporation.CHO=B• Wj 157163—E N.T.S.' 1 Q 1
rights reserved.
REINFORCING STEEL SCHEDULE
*45' SPACING FROM CENTERLINE OF PIER LOCATION NO REQ'D. BAR SPC'G. SIZE CUT LGTH.TOTAL LGTH. TOTAL WT. SHAPE
TO THE CENTERLINE OF BOLT CLUSTER.
(4) — ANCHOR BOLTS 2 1/4"0 X 7'-0" PAD HORIZONTAL 64 NOTED #8 13'-6" 864'-0" 2307 LBS. STRAIGHT
o A5 18J A615 GR. 75 OR EQUAL ON A 44"0 B.C. REINFORCING ON DWG.
(# ) PIER VERTICAL 24 NOTED #7 6'-11" 166'-0" 339 LBS. SEE REBAR
I REINFORCING ON DWG. DETAIL
PIER TIES 8 NOTED #515-8" 125'-4" 131 LBS. o
ON DWG.
TOTAL REBAR WT. 2777 LBS.
o + PIER TIES TO HAVE
10,. HO OVERLAP OR 5 3/4°HOOK AS SHOWN
� N n
i� 2'-6" 2'-6"
II✓IIS
U U
5'-0" TOP & BOTTOM TEMPLATES 5-9" yl VERTICAL
PART NO.: 157163-9001 REBAR
REBAR DETAIL "A" PIER TIE HOOK DETAIL
7'-0" 7'-0"
14'-0" GENERAL NOTES:
PLAN VIEW 1. ALL ANCHOR BOLTS AND VERTICAL REINFORCING BARS ARE TO BE SECURELY TIED BEFORE
(4) — ANCHOR BOLTS 2 1/4"0 X 7'-0" (#18J A615 GR. 75 CONCRETE IS PLACED SO THEY WILL REMAIN PARALLEL TO THE CENTERLINE OF THE.PIER.
TEMPLATE �OR EQUAL) W/(5) GALV. H.H.N. & (2) GALV. FW. EACH AT TOP 2. THE GROUND ELEVATION SHALL BE A MAXIMUM OF 6" BELOW THE TOP OF THE PIER.
3. ALL EXPOSED CONCRETE CORNERS ARE TO BE CHAMFERED 3/4 INCH.
b (8) #5 HORIZONTAL TIES 0 12" C/C 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 DEFORMED BARS.
WITH TWO (2) WITHIN TOP 5" OF CONCRETE 5. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI,
IN ACCORDANCE WITH ACI 318-11.
i0 6. REINFORCING STEEL TO HAVE A 3" MINIMUM CONCRETE COVER.
x _ _ _ 7. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT BY ACER ASSOCIATES,
=III—III-I — I-III—III— NE j. PROJECT NO. 20150006, DATED MAY 8, 2015.
8. ANCHOR BOLTS 2 1/4"0 X 7'-0" (#1BJ A615 GR. 75 OR EQUAL) ON A 44"0 BOLT CIRCLE(4 REQ'D).
II i IIII _ IIIA II I C 9. CONCRETE REQUIRED 14.52 CUBIC YARDS.
O 10. SEE THE GEOTECHNICAL REPORT FOR COMPACTION REQUIREMENTS, IF SPECIFIED.
E FOUNDATION IS BASED ON THE FOLLOWING FACTORED LOADS:
o O d MOMENT (KIP—FT) = 779.38
Of ' W AXIAL (KIPS) = 16.11
(24) #7 VERTICAL _ CD to Z SHEAR (KIPS) = 13.23
REBAR EVENLY C? 12. 4.5 FT OF SOIL COVER IS REQUIRED OVER THE ENTIRE AREA OF THE FOUNDATION SLAB.
SPACEDUj
o �� ��
DO
UN A
`I FINIS ESA E I A DI
� E,� 5�0 �l ALLIANCE COMMUNICATIONS CABLES INC
F�
T TOLERANCES: FRACTI Sabre Industries" v
io TEMPLATE ANGLES t 1/2 DEG. TOLERANCES DO NOT APPLY Towers and Poles LI-1025, N 1
DECIMALS t.010' TO RAW MATERIAL
CONFIDENTIAL 95.00 MONOPOLE
This document and the information
contained herein is the confidential trade
secret property of Sabre Communications
L--(16)
#8 HORIZONTAL REBAR 3" TYP. ------]'Corporation('Sabre')and must not be JOB N0. 157163 SIZE DRAWING NO. REV
EVENLY SPACED EACH WAY reproduced,copied or used,in whole or in DATE 2/27/77 B 157163—F1
part,for any purpose without the prior
TOP & BOT. (64) TOTAL written consent of Sabre. I DRAWN BY I DLK SCALE PAGE
ELEVATION VIEW 02017 Sabre Communications Corporation.
DATE R CHK DESCRIPTION All rights reserved. CHECKED BY WJ None 1 OF 1
REINFORCING STEEL SCHEDULE
*45' SPACING FROM CENTERLINE OF PIER LOCATION NO REQ'D. BAR SPC'G. SIZE CUT LGTH.TOTAL LGTH. TOTAL WT. SHAPE
TO THE CENTERLINE OF BOLT CLUSTER. PIER VERTICAL NOTED
REINFORCING 24 ON DWG. #7 15'-0" 360'-0" 736 LBS. STRAIGHT
q5µ (4) — ANCHOR BOLTS 2 1/4"0 X 7'-0" PIER TIES 17 NOTED #5 15'-8" 266'-4" 278 LBS. o
ON DWG. O<
(#18J A615 OR. 75 OR EQUAL) ON A 44"0 B.C. TOTAL REBAR WT. 1014 LBS.
PIER TIES TO
T 20"OVERLAP ORHAVE 5 3/4"
.� TOP & BOTTOM TEMPLATES �I \ HOOK AS SHOWN
PART NO.: 157163-9001
IIJII"'
2'-6" 2'-6" D IJ
VERTICAL
5'-0" REBAR
(4) - ANCHOR BOLTS 2 1/4"0 X 7'-0" (#18J A615 GR. 75 PIER TIE HOOK DETAIL
PLAN VIEW OR EQUAL) W/(5) GALV. HHN & (2) GALV. FW. EACH AT TOP
TEMPLATE
o + (17) #5 HORIZONTAL TIES @ 12" C/C GENERAL NOTES:
WITH TWO (2) WITHIN TOP 5" OF CONCRETE 1. ALL ANCHOR BOLTS AND ER11CAL REINFORCING BARS ARE TO BE SECURELY TIED BEFORE
CONCRETE IS PLACED SO THEY WILL REMAIN PARALLEL TO THE CENTERLINE OF THE PIER.
2. THE GROUND ELEVATION SHALL BE A MAXIMUM OF 6" BELOW THE TOP OF THE PIER.
3. ALL EXPOSED CONCRETE CORNERS ARE TO BE CHAMFERED 3/4 INCH.
c 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 DEFORMED BARS.
I-I I I II I I II I II I-III—III— t G 5. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI, ,
I I—I I IN ACCORDANCE WITH ACI 318-11.
6. REINFORCING STEEL TO HAVE A 3" MINIMUM CONCRETE COVER.
0 * 7. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT BY ACER ASSOCIATES,
Q PROJECT NO. 20150006, DATED MAY 8, 2015.
W 8. ANCHOR BOLTS 2 1/4"0 X 7'-0" (#18J A615 GR. 75 OR EQUAL) ON A 44"0 BOLT CIRCLE-(4 REQ'D).
TEMPLATE ( ° 9. CONCRETE REQUIRED 11.27 CUBIC YARDS.
_ 10. SEE THE GEOTECHNICAL REPORT FOR DRILLED PIER INSTALLATION REQUIREMENTS, IF SPECIFIED.
o { = 11. THE FOUNDATION IS BASED ON THE FOLLOWING FACTORED LOADS:
�► MOMENT (KIP—FT) = 779.38
F 9 AXIAL (KIPS) = 16.11
7VERTICAL — �sFO S\O�Q' 1 �1l SHEAR (KIPS) = 13.23
REBAREVENLY SPACED
I PROFES
UNLESS OTHERWISE SPECIFIED MATERIALI— —I ALL DIMENSIONS INCLUDE
FINISHES AND ARE IN INCHES ALLIANCE COMMUNICATIONS CABLES INC
J TOLERANCES:FRACTIONS t 1/16' Sabre Industries-
ANGLES t 1/2DEG. TOLERANCES DO NOT APPLY Towers and Poles LI-1025, NY
L — — I DECIMALS t.010' TO RAW MATERIAL
J CONFIDENTIAL 95.00 MONOPOLE
This document and the Information
contained herein is the confidential trade
secret property of Sabre Communications SIZE DRAWING N0. REV
5'-0"0 Corporation('Sabre")and must not be JOB NO. 157163
reproduced,copied or used,In whole or in DATE 2/27/17 B 157163-F2
part,for any purpose without the prior
written consent of Sabre. DRAWN BY DLK SCALE PAGE
ELEVATION VIEW 02017 Sabra Communications Carporatian.
REV DATE D CHK DESCRIPTION All ri hts reserved. CHECKED BY WJ None 1 QF 1
BOTTOM OF SECRON TO STAND OFF BRAaa:T IB- SO POLE LIST OF MATERIAL TAPER-M INIFT
fl-F a C-UNE OF BUSS BAR LUG 6• HEW Ott 10RK NO. DFSaWMN YAIEWAL R➢41T
6-1'R
I 1 15716}-0110 LUBE 1 4'a JR00 a -0' IST2-65 5161
180' 2 1 15n65-SON BAff&1 NOVI J 4•. 41.So'sa As72-50 554
] 11R LT/W18 MT14 x11 — ID
a 1 4 1 i5T8J-SD02 TOP MN0.MlE S%37 318-OA As]2-- 069
1 (12)l 1/4.0 HOLES S 5 CJNJEO05 ACQ.4 PATI 10 1 X n 1 %C%314-)M2NNR N S A-ST2-65 000
7 1 ON A 19 1/20 B.C. 6 J YYFlJ00o4 OVOIIND LVO ANGLE A-36 J
6 1 AS410LY W➢GH➢ 4717
BP 270' SIRUCNI✓E BUIX NOGHR 4717
5
16 9CP IDOSE Y6(
] 1 3/4.0 7 5(10106001 IID'X 26.0'X 018]511 ALXPM COVER Gk A-]6 n
1 8 I CJOISNIO M-fRNMOWC-NIT-YONOPIXE 128
9 1 C{0o680N —CAN OF CNO GLLV SPRAY — 2
FLANGE PLATE FABRICATION16 1/8'O 10 1®D5oo NANE MTE 1
° TOLERANCE NOTE
FLAT LABELING DETAIL nAxce PLATES ARE To BE Bn➢Eo PERPENDILIAAR
TD THE AT(5 OF THE POLE TO WI➢CN(+)OR(-)1/8 +�
DEGREE PP.® 6FDIIDN D iAC NOI®L iD Wit11 1118&YAR%N0.
5/16 EA.SPOKE
—SEE RANGE PLATE NOTE:
FABRICATION FACTORY APPLIED:P
TT
TOLERANCE NOTE
Y.o
5/16 EA.SPOKE
OF�157163 5002DETAIL
12"
:PO.RT
E/B BE WALL A 44.M00°B.IIY ON CENTERd10 a 12
41.500• % 7 I ly •\ r % a
ACCESS PORT DETAIL 90— _ _ _ -27o- 4F?/ 090 0' V
6 1�• 1/4 -' j j 5 (2)REQ. sF�An0FESS���P l l
�L
5 I
90' 2 1 1 18 /
i
25500•NA. 0 180°
so•
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ON MTS A 10.h 16. 1 I n xDTF�
0' " REPSii 10➢RNGSr.a026PE0 POR
r'
4•X 1-I/Y ASBB MONOPOLE ED
GROUND
111aD DFTAIL4
GROUND LUG ANGLE WELD ANWOfl B0.T I 'dAa wG 13AR
NUT
X �upe
P. 90• �-- } 270'
IIY 214• WASHER Rig —I---
8
� IS
8 t I T/16v xaE T/1e•F xaE `w�wERG Nu
�f I D.
ZZ IRS m Paa ABASE PLATE DETAIL HAND HOLES IIEu PART xumFAA CESS IPOFrr WIOFr D DATA
ABLE
YATFAUL SPEC
TJX TYPICAL ORIENTATION
11-0 5 10•X 25•PORT ON MT 1 MARL]. MWS00004 s r�NJ8W5 101 TS I/Y 4' 3/1 A-572-65
z IIP itFROM BOTIOY OF POLE 6 UNLESS OTHERWISE SPECIFIED MATERIAL•
B_0 5 10'%25'PORT W PL 16,14-15 FINISHES ME IN INCE s ALLIANCE COMMUNICATIONS CABLES INC
UP Y Row Ballow OF POLE SBbI`E IndU5t1`IE'7
TDLERANQS FRAC IONS t 1/16• Towers and Poles LI-1025, NY
ANGLE 3 1/2 DEO.TOIENANCES DO NOT
5-0 5 10'%15•PORT ON Mi 10,1 DECIMALS 3.010' APPLY TO RAW MATERIAL
UP s FIRM BaTRM OF POLE CON 95.00 95.00 MONOPOLE
information can alne eraAm 1s the sole
property of Sabre Communications
Corporation,constitutes a trade secret IOH 157163 91ZE DRAFD7zz
((M»» (MD (RAD as defined by Iowa Code 1 550 and
(S-6) (1) pals) shall not be reproduced,copied or used DATE12/27/171 $ 157163
POLE ELEVATION in whole or in part for any purpose
whatsoever without prior written consent DRAIIN HY DLK SC
DATE K DEscRrnoN of Sabre Communications Corporation.99M— WJ N.
NOTES: C30150110 TIA-222-G GROUNDING HIT FOR MONOPOLES
1. MONOPOLE AND ANCHOR BOLT QUANTITY SHOWN TYPICAL. ITEM QTY- PART. NO. DESCRIPTION WEIGHT
2. THERE SHALL BE A MINIMUM OF (3) GROUNDING ELECTRODES INSTALLED SYMMETRICALLY 1. 6 C30096006 GROUND ROD 5/8 X 10'-0 GALV. STEEL 64.8#
AROUND THE BASE OF THE STRUCTURE AT A MINIMUM 20 FT. SPACING. 2. 6 C30097008 GROUND ROD CLAMP 5/8 (HARGER 302UGRC OR EQUAL) 0.8#
3. ALL BENDS IN GROUND WIRE TO BE WELL ROUNDED CURVES FREE OF KINKS, TWIST, ECT. 3. 3 C30093000 GROUND LUG(BURDY K2A26U OR EQUAL) 0.6
4. 6 C30095103 WIRE, 2/0 STRANDED BARE COPPER (25 FT.) 61.8
5. 3 C40012003 BOLT ASSEMBLY, 1/4 X 1 S.S. 0.3#
TOTAL WEIGHT 128.3
/ MONOPOLE 2
/ (SHOWN TYPICAL) 1
i/ 5 3 4
o®
1
�= ry 3 CONCRETE FOUNDATION
4 p �p� (SHOWN TYPICAL)
MONOPOLE
GRADE (SHOWN TYPICAL)
2 o
z
o� _
m
1'-0" o w
(MIN.)
z
1
ELEVATION VIEW PLAN VIEW
UNLESS OTHERWISE SPECIFIED WATERIAL•
ALL DIMENSIONS INCLUDE
FINISHES AND ARE IN INCHES
TOLERANCES:FRACTIONS t 1/16" SeIbre Industries' TOWER GROUNDING HIT
ANGLES t 1/2DEG. TOLERANCES DO NOT APPLY Towers and Poles PER TIA-222-G SPECIFICATONS
DECIMALS f.010" TO RAW MATERIAL
CONFIDENTIAL FOR MONOPOLES
This document and the information
contained herein Is the confidential trade
secret property of Sabre Communications SIZE DRAWING NO. REV
C—rntlon("Sobre")and must not be
reproduced,copled or used,In whole or in DATE 12/7/05 B 030150110 1
1 7 24 06 KLE DLW CHANGED ITEM 2 WAS 030097001 part,for any purpose without the prior
t: 11
Ev1sED-IGI115. will consent of Sabre. DRAWN BY I MLC
REV DATE DR CHK DESCRIPTION
02014 Sabre Communications Corporation. CHECKED BY WMN Nof 1PAG
OFEAll rl hts reserved.
PC=PIECE OR=ORANGE
CUSTOMER : ALLIANCE COMMUNICATIONS CABLES INC PLT=PALLET WH=WHITE
BDL=BUNDLE 0/W=OR&WH
Sabre Industries SITE : LI-1025, NY CRT=CRATE N/R=NOTREQ'D
Towers and Poles D=DRUM SP=SPECIAL
B.O.M. 95 FT. MONOPOLE BX=BOX
PACKING
ITEM NO. DRAWING PART TOTAL QTY
NO. REQ'D. NO. DESCRIPTION WEIGHT ¢ KIT OF NO.
NUMBER REV LBS. a PKG'S
1 ANCHOR BOLTS AND TEMPLATES
2 2 157163-9001 ANCHOR BOLT TEMPLATES(W\44" BOLT CIRCLE) 143
3 4 C40041007 2-1/4"X 7'-0"(ASTM A615 GRADE 75)OR EQUAL 484
4 SECTIONS
5 1 MR1571630110 34'-0"TOP SECTION W\BASE 4923 G/P
6 MOUNTS
7 1 Z10101604 SPECIAL CANISTER
8 GROUNDING
9 1 C30150110 TIA-GROUNDING-KIT-MONOPOLE 128
10 MISCELLANEOUS
11 5 C30136001 11"X 26"X 0.1875PL ACCESS COVER(GALV) 81 SP
12 1 C40068001 130Z CAN OF COLD GALV SPRAY 1
13 1 CS00500 NAME PLATE 1
14 1 PT00000 PAINT,COLOR TBD 10
15
16
17
18
19
20
DATE 2/27/17 JOB NO. 157163
DRAWN BY DLK PRINT NO. BOM-1
REV DATE DRW CHK DESCRIPTION CHECKED BY WJ PAGE 1 OF 1
ITEM NO. FEATURES UNIT WEIGHT
ID REGO WEIGHT(LBS) (LBS)
1 1 SECTION A VALMONT 5-22 0.313" THK (A572 GR65) 5,472 5,472
2 1 BOTTOM CAGE PLATE 115 115
3 8 1.75" ANCHOR BOLT, LENGTH=5.50' A615 GR75 64 508
4 1 BASE PLATE VALMONT 5-56 1.750" THK (A572 GR50) 1,023 1,023
[NOMINAL] 1 TOP CAGE PLATE (REMOVE BEFORE SETTING POLE) 148 148
94'- 0.00" 3 GROUNDING LUG 2 6
GALVANIZING 128 128
5 3 HAND HOLE STD (9" x 241 48 144
6 3 HAND HOLE STD (9" x 24") 48 144
7 3 HAND HOLE STD (6" x 12") 22 66
8 3 HAND HOLE STD (6" x 12") 22 66
9 3 HAND HOLE STD (6" X 12") 22 66
1 POLE CAP 104 104
84'- 0.00"
HOLE COORDS
(INCHES)
HOLE
COORD Y (8 REQD)
27.25 0.00
19.27 19.27
0.00 27.25
76'- 0.00" I 10.38"
TYP +0,0 X 36.00"
74'- 0.00" 9 I I 60.70"TYP
14.0"0
x
0.375"
MAST I NOTES:
1. BASE PLATE THICKNESS = 1.750"
2. BASE PLATE ALLOWABLE STRESS (KSI) = 50
3. ANGLES ARE MEASURED CLOCKWISE FROM 0 DEGREES
4. MAXIMUM BOLT CIRCLE DIAMETER = 54.50"
5. MAXIMUM CAGE TEMPLATE DIAMETER = 60.50"
BASE PLATE ANCHORAGE CHARACTERISTICS
64'- 0.00" NOTES:
1. FACTORED REACTIONS FOR FOUNDATION DESIGN.
MOMENT 7,562 IN-KIPS
SHEAR 11,769 #
VERTICAL = 22,002 #
2. GALVANIZED PER ASTM A-123.
3. DESIGN CRITERIA: ANSI/TIA 222-G ADDENDUM 2
4. THIS STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADING:
EXPOSURE CATEGORY = C
STRUCTURE CLASSIFICATION = 2
561- 0.00" TOPOGRAPHY CATEGORY = 1
WIND LOAD CASES ARE BASED ON 3 SECOND GUST AND 50 YEAR WIND RETURN PERIOD
8 A. CASE 1: WIND = 105 MPH WIND SPEED
54'- 0.00" B. CASE 2: WIND = 50 MPH ICE AND WIND SPEED
DESIGN ICE THICKNESS = 0.75 INCH
C. CASE 3: WIND = 60 MPH WIND SPEED
D. EQUIPMENT
MTG CENTROID WITHOUT ICE WITH ICE
HT. HT. EPA WT EPA WT
18.0110DESCRIPTION (FT) (FT) (FT**2) (LBS) (FT**2) (LBS)
x ------------------------------- ------ ------ ------- ----- ------- -----
0.375" I 1-48" DIA X 60' CELL SILO 34.00 69.90 144.00 12000 225.00 24000
MAST
5 FEEDLINES ARE PLACED INTERIOR TO POLE SHAFT (UNLESS NOTED OTHERWISE) .
6. TOTAL POLE HEIGHT IS 35 FT AGL
7. (6) 48 IN X 10 FT CANISTERS TO 95 FT AGL
8.' ELEVATIONS'ARE MEASURED FROM TOP OF BASE PLATE (APPROX 1 FT AGL)
44'- 0.00" I I 9. POLE DESIGNED TO 135 MPH ULTIMATE WIND SPEED PER IBC 2012
10. WIND SPEED CONVERSION TO 105 MPH NOMINAL PER IBC 2012 1609.3.1
34'- 0.00"
33'- 0.00"
7
1
OF NEW
'AM
7'- 0.00"
W
31- 0.001, yy
5 4
(TOP OF BASE PLATE) R F S`ONQ�
3
FEB 0 31017
2
SECTION INFORMATION ORDER PROJECT FILE ID SCALE DATE ENGR
279218 279218 1 279218 1 NONE 01/30/17 NAR) Valmont
ITEM IDI LENGTH I BASE OD I TOP OD I THK I MATL DESCRIPTION
1 1 34'- 0.00" 1 48.00" 1 48.00" 1 0.313" 1 A572 65 KSI KMB DESIGN 95' POLE, SITE: SOUTHOLD, NY 279218
GENERAL NOTES: DRILLED PIER
ANCHOR BOLTS
(SEE SECTION A-A FOR DETAILS) 6' 0 1.Prior to excavation, check the area for underground facilities.
6' 0 2.All reinforcing shall be deformed bars conforming to ASTM A615
B Grade 60 (60,000 psi min. yield) and shall be provided by the
i
foundation contractor.
i 3.All concrete shall have a minimum compressive strength of 4000
psi @ 28 days. The requirement for the concrete shall be as given in the
cap0 A ACI "Building Code Requirements for Reinforced Concrete", ACI 316, the
71!�": latest edition.
CAP=0.5' CONCRETE PIER i 9.Trowel top of pedestal smooth.
-- -- --------- --------, --- --- 5.Steel reinforcement and concrete should be placed immediately upon completion
of the pier excavations. Contractor shall not allow a cold joint
to form in the pier. Portion above grade should be formed.
REBAR TIES 12"ON CENTER
DOUBLE AT TOP wlTx � _ r Temporary casing may be required to prevent caving prior to
1 ON --TT- �._� 8-1.75" DIAMETER X 66" LONG concrete placement.
Bottom c C ANCHOR BOLTS ON A 54.5" BOLT 6.The ground water was encountered at 38.7' below grade during boring.
Template i CIRCLE MATCHING PROVIDED TEMPLATES 7.Concrete is assumed to weigh 150 pcf.
<—�B
B.Estimated concrete volume = 21.5 cubic yards total.
00
20.5' 9.Design Based on the following loads from installation drawing for
VERTICAL REBAR order No: 279218.
FOUNDATION 6 ANCHOR BOLT LAYOUT PLAN Factored Moment - 630.1 FT-KIPS
(NO SCALE) Factored Download 22 KIPS
CENTER THE CAGE IN _ Factored Shear- 11.8 KIPS
THE DRILLED PIER
10. Reference: ACER PROJECT NO. 20150006 DATED 05/08/2015
11. Concrete shall be placed using a tremie to the depth indicated on the
foundation drawing.
23 #4 BAR TIES, 12" OC, 2 ON TOP, 1 ON BOTTOM 12. Anchor bolts to be ASTM A615, Gr. 75 ksi.
13. Ref Soils Report for installation recommendations.
22 EQUAL SPACED #9 VERTICAL BARS
SECTION ) �f
20' _ )
PIER ELEVATION
(NO SCALE) Reinforcement Steel Schedule Total Total
J- - --
- � Rebar Rebar Bar Weight Weight BAR
- Type size Spacing lb/ft (lb) Qty
8.75" Anchor Bolt Projection i VERTICAL REBAR GEOMETRY 1 Verticall #9 EQUAL 3.4 1496 22
2 Ties 1 #4 12" 0.67 1 277 23
ANCHOR BOLT LOCATION TEMPLATE ,TOTAL STEEL WEIGHT FOR COMPLETE FOUNDATION INSTALLATION = 1773#
i
CHAMFER 1" #9
REBAR LAP SPLICE TABLE Ref. ACI 318
SECTION C-C 04 Rebar Rebar CONCRETE REBAR
PIER REBAR LAYOUT Size Grade STRENGTH OVERLAP
(NO SCALE) 5,- 4" PSI INCHES
#9 60 4000 42
i
#9 60 4000 15
NOTES: Where vertical bars are to be spliced, splices should be staggered.
SECTION A-A TYP ` O� �A�_I GRADE 60 REBAR TIES HOOK GEOMETRY***
AM ANCHOR BOLT ELEVATION ���\``�^'�'I Al 0 - Rebar ASK # 6db 9db*
(NO SCALE) Size Min Length Nominal Diameter
i Note: EXTREME CARE SHOULD BE TAKEN TO ENSURE THAT ALL '9 seismic Hcok Not RNd N/A N/A
_ BOLTS ARE LEVEL WITH RESPECT TO EACH OTHER �Ll _ *db - Bar Diameter
TO ENSURE ADEQUATE NUT ENGAGEMENT r. 0 REBAR 11E GEOMETRY *+Refers to ACI Stirrup hook detail 6db 3in min.
LIJ
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ZV� n0 t�v Ae Description Date Hy/Ck 1111 11T1
valmontV SALEM, OR 97302T SE
o Ess o2HERN1sE NOTED MAIN (503) 363-9267
DXMWSIONS ARE IN INCHES MICROFLECT FAx (503) 316-2040
TOURA
TOLSRANOARE:
FEB0 31017 X.-X"X/X"_ 11 By: NAB DRILLED PIER FOUNDATION LAYOUT
x' - r 1/e" Check: NAR CUSTOMER: KMB DESIGN
X.- -. 1/16"
Date: 01/30/17 SITE: SODTHOLD
ANALYSIS VERSION: 1.15 S.O.#279218 SIZE - B DWG NO.B-145362 iShe.t 1 o£ 1
wwM a I ic k 9 S C h r , P
Consulting En9ineers-Constuction Inspectors-Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton,'NJ 08827
Ph 908.537.5 7
. 537.1398 www. m
co
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SITE # ■ LI - 1 025 M
Lill
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1040- B HORTONS LANE , SOUTHOLD , NY 11971 GLE F ^APER
NY PROFESSIONAL ENGINEER#075376
SCOPE OF WORK: IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER TO ALTER THIS DOCUMENT IN ANY WAY.
An Unmanned Telecommunications Facility Including
Equipment Cabinets Located 'ns' y g SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
— —PROPOSED WORK AREA �•��� inside an Existing Building,
%''"''- l I£_ a 95' Overall Height Unipole with (6) Internally
/ 'E , °, I Installed Antennas in Place of an Existing 40' Tall APPLICANT:
♦ '� / " " =_" 4, "`£, Ili y. Flag Pole and an Emergency Backup Generator.
401
110,
*00 PROJECT DIRECTORY:
Property Line F �"
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Zn ♦ f 1 '{_
// ♦ ` ; y.; ' APPLICANT:
'M
/ ♦ `
48
``_. New Cingular Wireless PCS, LLC k °
/ ♦ ♦ ♦` ` `'' 400 Hamilton Avenue
/ ♦ ♦ 6, = "�" ` y '``• Suite 600B
White Plains, NY 10601
/ ♦ ♦ 6� ti �' "~ 631-424-
� ♦ � � ``'� ., 3028
_ e3yF '` `'° °=f`', ATTORNEY:
°�� SITEo
;_;' . M "�" '
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
N H MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
Re , ielsen, uber & Coughlin, LLP,
`a, {� �`'` 36 N. New York Avenue, THAT THEY HAVE THE LATEST REVISION OF THE
BLOCK 1 " ;g;•3 ;. h'.,j F"=. �� ,rf ;'. CONSTRUCTION DOCUMENTS.
LOT 10 ♦ I ;°.� , °& t } `"' Huntington, NY 11743
f aSouth�ld ''. 631-425-4100
° , 16 GENERATOR UPDATE 09/20/17 RS
- �, SITE ACQUISITION SPECIALIST:
- "'- Victoria Brennan
631-807-7836 15 HVAC UPDATE 08/11/17 CM
4g RF ENGINEER:
♦ / �� o �
F{ a 14 HVAC UPDATE 04/14/17 CM
/♦ `
♦ , ,` ".J '' '.s F //µM . ' PROPERTY OWNER:
♦ / �� ',"" '", aN, _ �, ; . "''_;°' � - O _ 13 PLANNER, COMMENTS 04/02/15 LM
` ♦ ♦ , '`� AVN".""' ;�: _: _ � :� YSI XXXII LLC
� S CubeSmart LP
♦ ♦ � i } UNIPOLE HEIGHT
♦ ��� °° `-; M 5 Old Lancaster Rpad 12 04/01/15 LM
' Malvern, PA 19355 CHANGE
_ 11 CLIENT COMMENTS 07/18/14 SK
, ecC> .:.CreetDr W.
Copyri phtb and 1 19$$-2000 Micrasa#k Oar" aratiarti andlar its Suppliers. All ri hts rese rued. , SITE COORDINATES
KEY MAP LATITUDE: N41003'56.10" (NAD83) NO. ISSUE OR REVISION DATE BY
LOCATION MAP LONGITUDE: W74025'57.64" (NAD83)
NOT TO SCALE NOT TO SCALE GROUND ELEVATION: 39' +/- (NAVD88) PROJECT TITLE:
DWG. DWG. TITLE APPLICABLE BUILDING CODES AND STANDARDS LEGAL DESCRIPTION :
T01 COVER PAGEDISTRICT: 1000 SECTION M 63 CONSTRUCTION DOCUMENTS
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE,AND LOCAL CODES AS ADOPTED BY THE
GN1 GENERAL NOTES LOCAL AUTHORITY HAVING JURISDICTION (AHJ)FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS BLOCK: 1 LOT: 10
IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. ZONE: LI - LIGHT INDUSTRIAL
RM1 RADIUS MAP/VICINITY MAP ' SITE #: LI-1025
BUILDING CODE: INTERNATIONAL BUILDING CODE(IBC),2015 AS ADOPTED BY NEW YORK
A01 SITE PLAN ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)70-2014,NATIONAL ELECTRICAL CODE,AS ADOPTED BY NEW YORK SITE ADDRESS:
A02 ELEVATION AND DETAILS 1040-B HORTONS LANE
MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE(IMC),2015 AS ADOPTED BY NEW YORK p p W
A03 DETAILS W W w > W SOUTHOLD, NY 11971
A04 EQUIPMENT ROOM PLUMBING CODE:NATIONAL STANDARD PLUMBING CODE,2015 AS ADOPTED BY NEW YORK O O 1.- 0 U)
A05 REFLECTIVE CEILING PLAN LIGHTNING PROTECTION CODE: NFPA 780-2006, LIGHTNING PROTECTION CODE W_ Of O a- >
a a- DISTRICT: 1000 SECTI
A06 GENERATOR DETAIL FUEL GAS CODE: INTERNATIONAL FUEL GAS CODE(IFGC),2015 AS ADOPTED BY NEW YORK Q Q Q (_n BLOCK: 1 LOT: 1 �
M01 MECHANICAL DETAILS ENERGY CODE: INTERNATIONAL ENERGY CONSERVATION CODE,2015 AS ADOPTED BY NEW YORK E3 ZONE: LI- LIGHT INDUS'S .�
M02 EQUIPMENT SPECIFICATIONS SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST APPROVED OF THE FCLLOWING STANDARDS: CONSTRUCTION MANAGER: DATE El
F-1 El M&S PROJECT #: 14BEC001
E01 ELECTRICAL DETAILS
AMERICAN CONCRETE INSTITUTE(ACI)318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
E02 ELECTRICAL DETAILS AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION,ASD,THIRTEENTH EDITION,
E03 ELECTRICAL DETAILS AISC 360, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS SITE ACQUISITION: DATE F—]
SCALE: AS NOTED DATE: 01/21/10
TIA-222-G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES,
TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS DRAWN BY: GCE CHECKED BY: CCS
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 (2015), LIFE SAFETY CODE, NFPA 37(2002), STATIONARY COMBUSTION ENGINES ❑ ❑ ❑
AND GAS TURBINES,NFPA 853(2003), STANDARD FOR THE INSTALLATION OF STATIONARY FUEL POWER PLANTS RF ENGINEER: DATE DRAWING TITLE:
' AMERICAN WELDING SOCIETY(AWS)D1.1 (2004),STRUCTURAL WELDING CODE-STEEL
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS(IEEE)81, GUIDE FOR MEASURING EARTH RESISTIVITY,GROUND El El
(TYPICAL DRAFTING STANDARDS FOR ALL SHEETS) IMPEDANCE,AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100(1999)RECOMMENDED PRACTICE FOR DATE
POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT OWNER/OWNER REP: COVER PAGE
Existing Mn, Upper And Lower Case Lettering
eLabeling Existing Features IEEE C2 NATIONAL ELECTRIC SAFETY CODE(NESC)2012
PROPOSED BOLD, UPPER CASE LETTERING WHEN LABELING TELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTS
000,
0.
PROPOSED FEATURES ANSI T1.311, FOR TELECOM-DC POWER SYSTEMS-TELECOM, ENVIRONMENTAL PROTECTION DRAWING NO.: PAGE NO.:
Light Lines Represent Existing Features FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF
CONSTRUCTION OR OTHER REQUIREMENTS,THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT
DARK LINES REPRESENT PROPOSED FEATURES iJ dig. BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT,THE SPECIFIC REQUIREMENT SHALL GOVERN. T01 1 of 14
GENERAL NOTES:
f. ...
l
1 . THE NOTES CONTAINED HEREIN ARE NOT PROJECT SPECIFIC. THE CONTRACTOR SHALL
UTILIZE THE ALL NOTES WHICH PERTAIN TO THE WORK DEPICTED IN THIS PLAN SET.
2. THE CONTRACTOR*S SHALL CONTACT M&S TO VERIFY THAT THEY HAVE BEEN ISSUED : } .
THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS PRIOR TO THE START OF
CONSTRUCTION.
MalicldScherer, t N
3. ALL DIMENSIONS AND INFORMATION SHOWN IN THE DRAWINGS ARE DERIVED FROM Consu/ting Engineers-ConstructionInspectors-Land surveyors
LIMITED FIELD OBSERVATIONS MADE FOR THIS PROJECT. DETAILED INFORMATION WAS Perryville III Corporate Center
COLLECTED FOR SPECIFIC WORK AREAS. THIS INFORMATION IS TO BE USED FOR THE 53 Frontage Road, Suite 260
WORK SHOWN ON THESE PLANS ONLY. Ham 8827Ph 908.5 37.1398
4. UNLESS SPECIFICALLY REQUESTED BY THE CLIENT OR REQUIRED TO PROCEED WITH andg om
THE CREATION OF THE CONSTRUCTION DOCUMENTS, STRUCTURAL PROBES HAVE NOT m %-
BEEN PREFORMED. BUILDING COMPONENT CONFIGURATION AND CONDITION NOT
A
OTHERWISE VISIBLE BENEATH SURFACE FINISHES, MAY VARY AND SHALL BE
CONFIRMED BY THE CONTRACTOR PRIOR TO PROCEEDING WITH CONSTRUCTION.
ANY DISCREPANCIES, WHETHER IN CONFIGURATION OR CONDITION SHALL BE BROUGHT ° sa
TO THE IMMEDIATE ATTENTION OF THE ENGINEER. f "r
GLENN J. SCHERER
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FIELD CONDITIONS PRIOR TO THE NY PROFESSIONAL ENGINEER#075376
START OF CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
ATTENTION OF THE ENGINEER. THE CONSEQUENCES OF PROCEEDING WITH UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
CONSTRUCTION AFTER DISCOVERING A FIELD CONDITION DISCREPANCY AND WITHOUT ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.
THE APPROVAL OR RECOMMENDATIONS OF THE ENGINEER, SHALL BE THE SOLE SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
RESPONSIBILITY OF TH N A .
APPLICANT:
6. THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE LOCAL, STATE AND FEDERAL
CODES.
7. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS AND INSPECTIONS TOrl
-
COMPLETE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
ALL INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, INCLUDING,
BUT NOT LIMITED TO, ELECTRICAL, PLUMBING, FIRE PROTECTION AND STRUCTURAL.
8. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ENGINEER OF
CONSTRUCTION STAGES WHICH REQUIRE SPECIAL OR CONTROLLED INSPECTIONS WITH
A MINIMUM OF 48 HOURS (BUSINESS DAYS NOTICE. THESE INSPECTIONS INCLUDE, BUT CONTRACTOR SHALL CONTACT MSS PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
ARE NOT LIMITED TO, CONCRETE REINFORCEMENT, CONCRETE POURING, STRUCTURAL THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
STEEL ERECTION/BOLTING, WELDING AND THE INSTALLATION OF EPDXY ANCHORS.
FAILURE TO COORDINATE THESE INSPECTIONS WITH THE ENGINEER MAY PROHIBIT 16 GENERATOR UPDATE 09/20/17 RS
SIGNOFF WITH THE AUTHORITY HAVING JURISDICTION.
9. CONTRACTOR SHALL PROVIDE ENGINEER WITH PHOTOGRAPHS FOR EACH STAGE OF 15 HVAC UPDATE 08/11/17 CM
CONSTRUCTION. THE PHOTOGRAPHS SHALL INCLUDE, BUT ARE NOT LIMITED TO, BEAM
POCKETS & PEDESTAL CONNECTIONS. 14 HVAC IUPDATE 04/14/17 CM
10.. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY DURING CONSTRUCTION. THE
ENGINEER HAS NO RESPONSIBILITY FOR OR CONTROL OVER SAFETY AT ANY TIME. 13 PLANNER COMMENTS 04/02/15 LM
11 . THE ENGINEER HAS NOT PERFORMED AN INSPECTION FOR ASBESTOS OR OTHER UNIPOLIE HEIGHT
HAZARDOUS MATERIALS. THESE DRAWINGS ARE NOT MEANT TO DEPICT OR IMPLY THE 12 CHANGE 04/01/15 LM
PRESENCE OR ABSENCE OF SUCH MATERIALS WITHIN THE PROPOSED WORK AREAS.
12.. TRUE NORTH SHALL BE DETERMINED. CONTRACTOR IS RESPONSIBLE FOR PROPER 11 CLIENT COMMENTS 07/18/14 SK
AZIMUTH ALIGNMENT.
13., THE CONTRACTOR SHALL CONTACT THE TELECOMMUNICATIONS CARRIER TO ACQUIRE NO. ISSUE OR REVISION DATE BY
THE LATEST RF DATA SHEET PRIOR TO THE START OF CONSTRUCTION. RF INFORMATION
ISSUED BY THE TELECOMMUNICATIONS CARRIER SUPERSEDES INFORMATION
CONTAINED HEREIN.
PROJECT TITLE:
14,. ROUTING IS DIAGRAMMATIC AND CONTRACTOR IS TO UTILIZE BEST POSSIBLE ROUTING CONSTRUCTION DOCUMENTS
TO EXPEDITE CONSTRUCTION PROCESS. ROUTING SHALL NOT IMPEDE UPON REQUIRED
PASSAGEWAYS OR MEANS OF EGRESS. SITE #: LI-1025
15,. THE CONTRACTOR SHALL PROVIDE NEW PENETRATIONS FOR ROUTING THROUGH FIRE
RATED ASSEMBLIES AND FIRE STOP ALL PENETRATIONS AS PER CODE. THE SIITE ADDRESS:
CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE THE FIRE RATING OF BUILDING 1040-B HORTONS LANE
COMPONENTS IF EXISTING PENETRATIONS ARE USED FOR NEW ROUTING. SOUTHOLD, NY 11971
16., ALL DISTURBED AREAS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT, INCLUDING DISTRICT: 1000 SECTION: 63
BUT NOT LIMITED TO FIRE RATED MATERIALS.
BLOCK: 1 LOT: 10
17„ ANY DISTURBANCE TO ROOFING, FLASHINGS OR ANY EXTERIOR SURFACE SHALL BE ZONE: LII- LIGHT INDUSTRIAL
REPAIRED/SEALED WATERTIGHT AND IN ACCORDANCE WITH ANY WARRANTIES, AS M&S PROJECT #: 14BECO01
APPLICABLE. THE GENERAL CONTRACTOR SHALL EMPLOY THE WARRANTY GRANTOR,
OR OTHER AUTHORIZED CONTRACTOR, WHERE REQUIRED FOR MAINTENANCE OF THE
SCALE: AS NOTED DATE: 01/21/10
WARRANTY.
18,, THE PERIMETER AND ANCHORS OF ALL STEEL TO CONCRETE OR MASONRY DRAWN BY: GCE CHECKED BY: CCS
CONNECTIONS SHALL BE SEALED WATERTIGHT USING A PURPOSE FORMULATED
MASONRY SEALANT. DRAWING TITLE:
19,. CONTRACTOR SHALL REMOVE TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
GENERAL NOTES
DRAWING NO.: PAGE NO.:
GN1 2 of 14
NOTE. `:.,. ;
NO FEDERAL AND STATE LANDMARKS
OR SCENIC BYWAYS ARE LOCATED WITHIN
14
300 OF THE SUBJECT PARCEL. { °h
IL
4 � � - - ` ♦
6 1 18 19 20 ' � C 2 ` Scherer, P ('l
B
A Tiq
Bldg 9 13 1 Consu/ting Engineers-Construction Inspectors-Land Surveyors
.00 C ♦ Perryville III Corporate Center
Bldg 8 Section: •63.02 53 Frontage Roa Suite 260
401 0.0 Block. 1 Ham p It
i 37 t Ph 908.537 0 98
i
37 36 3 ♦ 1 www. an twer.
m
35
43 A 27 E Founders Village Condominiums t
Z
47 46 45 44 E 0 C S
E 0 C 8 A 26 A 1
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Section: 63.01 Bldg 12 (::EE)
Bldg 10
3
BlOak: 1 Bldg 14 C ` 1 U��ii 376 r �NG�•
♦/36 30 31 321
R 29 E GLENN J. SCHERER
139 28 c ° Q a 1 NY PROFESSIONAL ENGINEER#075376
38 40 41 4 A 8 1 �
3 24 25 9.1 t IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
22 A 6 C 0 E Bldg 11 21 R 8.1 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
o E I ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.
8 c Id —• R , t SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
_ •�'• //�� 61 71 t APPLICANT:
1 _ • -'T/"� / / ' ^ Section: t
1 __- '•��!'�"Ti/////iii//iii/ / Block: 1 R 1
loom 1 0.
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25.4 Block: 1 //// / / / / / r 1 t L . . Po._. ..r. ...
3.2
R — 40 moll
i / / / 9.3
Q1 /////// / /////////// O , CONTRACTOR SHALL CONTACT M85 PRIOR TO ORDERING
13.2 /// ///// / 2.2 Vacant Land �; MATERIALS OR
////// // / �`� / / / / / / / / / / / i• I THAT THEY HAVEITHENLATESTTREVISOIONTOFETHERE
R IT //// ///// / / / / / / / / / / / / / / / t CONSTRUCTION DOCUMENTS.
1 1 12 S E ��i/////// /// //// N Vacant Land
R ///////// // / / / / / / / / / / / / / / / .� I t 16 GENERATOR UPDATE 09/20/17 RS
1 /
////// � / •,Ji / / / / / / 00
N�A� /////////// o ,cy / / / / / / / / / / / / / / 5 �.
0• 'f0 N� / / / / / / / / � - C 15 HVAC UPDATE 08/11/17 CM
131 209' ppf�R� 1�///////// / /
ZONE BOUNDARY LINE (TYP) P� �1//////// / / / �+/ / / / / / y 2.1 3.1
R ES. • /// 'iii �iiiii ,/�r R Q C R 1 14 HVAC UPDATE 04/14/17 CM
11 ,•///// / / / / / / / / / / / / / / / 30.1
` R tV// / / / / / / / / / / / / / / / / / D 15 'R 13 PLANNERCOMMENTS 04/02/15 LM
17 1R6
•i / / / / / / / / / / / / / / / / / / / � t 18 R0 UNIPOILE HEIGHT
19 12 04/01/15 LM
/ / / / / / / / / / / / �,,r.•�.+• 11 .1 20 R CHANGE
R
14 ❑ - •.•,, -- '�". Vories) 1 r 11 CLIENT 'COMMENTS 07/18/14 SK
_ _- ane
� R _--- - _ �W�dth �
Horton �- 8.11 ?a 13
1 R 00� R NO. ISSUE OR REVISION DATE BY
3.1
R 7 ? s. RO
000 PROJECT TITLE:
R 1
t
6 y � CONSTRUCTION DOCUMENTS
R �
p 8.2 Rd Section: 63
R e Block: 5 SITE #: LI-1025
� Section. 63 n�(S � �
Block: 1 un O i 12R1 SITE ADDRESS:
LAND USE LEGEND: 1 .3 5
Vacant Land � 1040-B HORTONS LANE
R - Residential `♦ 0 R , SOUTHOLD, NY 11971
C - Commercial Industrial ❑ 4 �
0 - Open Space/Residential 3.2� R
DISTRI1CT: 1000 SECTION: 63
� �
` R ; BLOCK: 1 LOT: 10
O ZONE: LI- LIGHT INDUSTRIAL
500' RADIO LINE ♦ ♦♦ �
ZONING LI-GEND: _ - - R1 ` M&S PROJECT #: 14BECO01
LI ! LIGHT INDUSTRIAL
� �' - - - (D ,
•�• 31 M � SCALE: AS NIOTED DATE: 01/21/10
R-40! RESIDENTIAL LOW DENSITY AA .�
1 HAMLET DENSITY RESIDENTIAL �• � R R - 40
r� ; DRAWN BY. GCE CHECKED BY. CCS
=HD - -
O
DRAWING TITLE:CHB ! HAMLET BUSINESS 000 000*0
R- ! RESIDENTIAL LOW DENSITY A •
❑
=ROI RESIDENTIAL/OFFICE i�� RADIUS MAP/ VICINITY MAP
1 RADIUS MAPNICIIVITY MAP DRAWING INO.: PAGE NO.:
11x17 SCALE=: 1"= 200'-0" 22x34 SCALE: 1" = 100'-0" RM1 3 of 14
NOTES:
1. SITE PLAN AND PROPERTY LINE DATA SHOWN WAS TAKEN FROM M
,
a
A SITE PLAN ENTITLED FINAL TOPO SURVEY., PERFORMED BY D.W.
HANNIG L.S., P.C. RE-CERTIFIED ON MAY 1, 2014. THIS DRAWING DOES
NOT CONSTITUTE A BOUNDARY SURVEY. r
2. THE PROPOSED USE OF THE DEVELOPMENT IS FOR AN `.
Deed peed UNMANNED WIRELESS COMMUNICATION FACILITY, ° M
E 626,2THE FACILITY WILL NOT BE STAFFED FULL TIME. IT WILL BE VISITED
NOTE: S17•43 30"E
4 FOR MAINTENANCE APPROXIMATELY ONCE PER MONTH.
EXISTING FLAG POLE TO BE REMOVED State plane 4 TECHNICIAN MAY PARK NEAR COMPOUND ON TECHNICIAN Mclick9bIcherer, Put
AND REPLACED WITH NEW 941 GRAY , PARKING AREA. Consu/ting Engineers-Construction/nspectors-Land Surveyors
UNIPOLE ON 1 ' HIGH CAISSON ABOVE S30•p6 12 - • J • IT
3. NO SANITARY OR WATER FACILITIES ARE REQUIRED. Perryville III Corporate Center
GROUND LEVEL (95' OVERALL HEIGHT) 13P 1"°`POC•° ( ELECTRIC AND TELEPHONE ARE THE ONLY UTILITIES THAT p
ARE REQUIRED. UTILITY SERVICE WILL BE PROVIDED FROM 53 Frontage Road, Suite 260
' Ham ton, NJ 08827
• - UTILITY POLE AS SHOWN. 8
4. NO WATER COURSE OR FLOOD PLAINS WILL BE EFFECTED BY Ph 908.537.300 Fax 9 0 .537.1398
• n: 63 � THIS DEVELOPMENT. www.mali er.com
• / • Sects° 5. ACCESS TO THE SITE WILL BE VIA EXISTING HORTONS LANE. 5�P
�" ,,. S`,
N
510k��0 \ TRAFFIC IMPACTS WILL BE NEGLIGIBLE SINCE THE SITE IS UNMANNED
•
Lo Use 6. NO TREES/SHRUBS WILL BE AFFECTED BY THIS CONSTRUCTION.
1 Building B ornmerc�a ( 7. NO SITE LIGHTING IS PROPOSED.
•
150' FALL ZONE C Lot Are°' s °' -a 8. THE CONTRACTOR SHALL ABIDE BY ALL CURRENT LOCAL,
6•gq+ Asa• Ft. 1 o STATE, AND NATIONAL CODES THAT ARE APPLICABLE. 37
, _ ` 30248� +- 9. THE CONTRACTOR SHALL COORDINATE WITH UTILITY NYPROFES ER#075376
Lo. COMPANIES AND MEET ALL CURRENT UTILITY COMPANY
•o REQUIREMENTS AND SPECIFICATIONS. IT ISAVIOLATION OF THE LAW FOR ANY PERSON
N ` AT&TPA 10. NO CHANGE IN EXISTING DRAINAGE PATTERNS WILL UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
/ �6) AT& NEL Building A RESULT FROM THIS PROPOSAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
Cr ANTENNAS INSTALLED SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
0 11. NO TRASH DISPOSAL IS REQUIRED IN CONNECTION WITH
WITHIN TOP TWO RF COMPATIBLE N THE PROPOSED INSTALLATION. APPLICANT:
CYLINDERS OF PROPOSED UNIPOLE 1
i .
GPS DEVICE ATTACHED BuildingC �' 2 SITE PLAN NOTES .
TO NEW UNIPOLE o
SEE DETAIL 3/A03 J 11x17 SCALE: NTS 22x34 SCALE: NTS
p / �
1 �
rn 8.9 1
BRICK PLANTER AT BASE OF
c, LI District REQUIRED EXISTING PROPOSED '" r
o r} FLAG POLE ATO BE RESTORED o w-
AFTER INSTALLATION 9"
o ` OF PROPOSED UNIPOLE) 74 `,
0
Min Lot Size 40,000 SF 302,481 SF No Change _:Z1, 7
M , ' Building D CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
w
• , No Change MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
0 Min Lot Width 100 351 .93 THAT THEY HAVE THE LATEST REVISION OF THE
' ' CONSTRUCTION DOCUMENTS.
Building E °o
� N O •I 209' cpeff� k� I Min Lot Depth 150' 403.66
No Change.w°,k o, 16 GENERATOR UPDATE 09/20/17 RS
to
o ► .•: AT&T CABLING TRENCHED UNDERGROUND WITHIN = (, Min Front Yard 100' 69.0' 296'2, (F) 15 HVAC UPDATE 08/11/17 CM
(8) 6 PVC SLEEVES FROM EQUIPMENT ROOM TO 257.9 (G)
Q UNIPOLE. SAW CUT ASPHALT PARKING LOT AS
REQUIRED. REPAIR PARKING LOT TO MATCH - ,
14 HVAC UPDATE 04/14/17 CM
• - peed Min Side Yard 20' 30.02' 209.0 (F)
EXISTING CONDITIONS, SEE DETAIL 1/A03 AND ,
Property Line NOTE BELOW 61 23 129.0 (G)
TECHNICIAN , Plane 2
13 PLANNER COMMENTS 04/02/15 LM
F71 ate „ pe Min Both Side
PARKING SPOT PROPOSED AT&T DIESEL BACKUP GENERATOR - . '22' W St 2140 W D Yards 40 60.04 627.9
' • � N31 45 N 19 2 UNIPOLE HEIGHT
ELECTRIC AND TELCO CONDUITS ATTACHED TO PROPOSED CONCRETE PAD , - 245.9' (F) 12 04/01/15 LM
TRENCH17D UNDERGROUND FROM 12 P°, ,� SEE DETAIL 6/AO3 X - Min Rear Yard 70' 50.76' CHANGE
SOURCE TO EQUIPMENT ROOM IN I I I I Distance From Unipole to Exist�ng 267.4' (G)
C) Structures on Property11 CLIENT COMMENTS 07/18/14 SK
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PROVIDER G AM PROPOSED METER AND DISCONNECT AND SEWERS BEFORE THE START OF CONSTRUCTION. Min Lot Area 40,000 SF 302,481 SF No Change SCALE: AS NOTED DATE: 01/21/10
ATTACHED TO BUILDING EXTERIOR. IF ANY DISCREPANCIES FROM THESE PLANS ARISE,
TELCO CONDUIT TRENCHED COORDINATE WITH UTILITY COMPANY CONTACT THE ENGINEER (M&S) IMMEDIATELY.
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YELLOW 16 GENERATOR UPDATE 09/20/17 RS
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BACKUP GENERATOR (8) 6" PVC SLEEVES UNDERGROUND FROM 1040-B HORTONS LANE
NO. QTY. SECTOR COAX LENGTH ATTACHED TO PROPOSED EQUIPMENT ROOM TO UNIPOLE. SAW CUT ASPHALT
• CONCRETE PAD PARKING LOT AS REQUIRED. REPAIR PARKING LOT SOUTHOLD, NY 11971
1 8 ALPHA 190 SEE DETAIL 6/AO3 TO MATCH EXISTING CONDITIONS
2 8 BETA 190' SEE DETAIL 1/A03 DISTRICT: 1000 SECTION: 63
3 8 GAMMA 190' PROPOSED CONCRETE BLOCK: 1 LOT: 10
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1 WEST ELEVATION 0 8' 16'
11x17 SCALE: 1/16"= 1'-0" 22x34 SCALE: 1/8" = 1'-0"
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NOTES:
1 . HAND DIG ALL UTILITY CROSSINGS. *SEPARATION DIMENSION TO BE VERIFIED APPLICANT:
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2. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES NOTES:
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5'-0" 3, " PROPOSED CONCRETE
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4 PROTECTIVE BOLLARD 5 CONCRETE PAD DETAIL 6 GENERATOR DETAILED LAYOUT o 2' 4'
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SEAL WATERTIGHT Hampton, NJ 08827
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2 / 704 1 EXISTING WALL TO I APPLICANT:
SIGN DISPLAYING •� / - - - - - - - - - - - - - - - - - - - - -� l BE REMOVED
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— — — — — — — OF EQUIPMENT ROOM, SEE DETAIL 3/A04 ¢+ CONSTRUCTION DOCUMENTS.
SWITCH 120V/15APROPOSED STUD WALL .
SEE DETAIL DETAIL 2/Ao4 16 GENERATOR UPDATE 09/20/17 RS
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TYPE X) PRIME AND PAINT WHITE
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I UNIPOLE HEIGHT
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4 TON UNIT PT R48M21 3 1 2" METAL STUDS 0 16" O.C. SOUTHOLD, NY 11971
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Existing Sheet THERMA FIBER INSULATION BETWEEN STUDS DISTRICT: 1000 SECTION: 63
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FLOOR RUNNER
(CORROSION RESISTANT STEEL) M&S PROJECT #: 14BECO01
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15 SCALE: AS NOTED DATE: 01/21/10
NEW PARTION IN / DRAWN BY: GCE CHECKED BY: CCS
LOCATIONS NOTED —/
ON PLANS DRAWING TITLE:
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15
DRAWN BY: GCE CHECKED BY: CCS
DRAWING TITLE:
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A05 8 of 14
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SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
ENGINE BLOCK HEATER
(NOTE 2) jj STUB-UP AREA DETAIL VIEW 2X SCALE [j 98„] 43 [1.7"] APPLICANT:
TANK STUB-UP
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., , .. . . a ..
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CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
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ENGINE BLOCK' HEATER NOTES:
(NOTE 2) 2407 [94'8"] 1. CONTROL PANEL INCLUDES BATTERY CHARGER WITH THREE PRONG CORD. 16 GENERATOR UPDATE 09/20/17 RS
437 X 945 (W X H) 880 X 945 (W X H) 965 OVERALL LENGTH DISCHARGE
[38 ] 2. 1500W 120VAC ENGINE BLOCK HEATER WITH THREE PRONG CORD.
117.2 X 37.2] [36.6 X 37.2] OVERALL WIDTH AIR INTAKE TYP EACH SIDE (NOTES 9 & 11) 3. 12 VOLT NEGATIVE GROUND SYSTEM.
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5. CENTER OF GRAVITY & WEIGHT MAY SHIFT SLIGHTLY DUE TO
UNIT OPTIONS.
6. STUB-UPS: BASE TANK REQUIRES ALL STUB-UPS TO BE IN THE REAR
CONTROL PANEL"-. TANK STUB-UP AREA. 14 HVAC UPDATE 04/14/17 CM
(NOTE 1) 7. HIGH VOLTAGE STUB-UP AREA INCLUDES THE AC LOAD LEAD CONNECTION
LOW VOLTAGE CUSTOMER TO THE MAIN LINE CIRCUIT BREAKER, THE NEUTRAL CONNECTION,
- ® a AND AUXILIARY 120/240V CONNECTION.
CONNECTION BOX 8. CONNECTION POINTS FOR CONTROL WIRES. BOTTOM OF LOW VOLTAGE 13 PLANNER COMMENTS 04/02/15 LM
• (NOTE 8) CUSTOMER CONNECTION BOX HAS KNOCKOUTS FOR 1/2" AND
1551 MAIN LINE CIRCUIT DISCHARGE 3/4" CONDUIT FITTINGS.
[61.1"] BREAKER (MLCB) i ill, DUCT 9. MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST. SEE SPEC 12 UNIPOLE HEIGHT 04/01/15 LM
(NOTE 15) SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. CHANGE
2310 [91-] HIGH VOLTAGE LEU
10. MUST ALLOW FREE FLOW OF INTAKE AIR. SEE SPEC SHEET FOR MINIMUM
OVERALL CONNECTION BOXAIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. 11 CLIENT COMMENTS 07/18/14 SK
HEIGHT
(NOTES 4 & 7) oa/ 11. GENERATOR MUST BE INSTALLED SUCH THAT FRESH COOLING AIR
IS AVAILABLE AND THAT DISCHARGE AIR FROM THE RADIATOR
IS NOT RECIRCULATED.
1358 12. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE NO. ISSUE OR REVISION DATE BY
[53.5"] ° • ° ° • •, m THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE
• ° ° ° ° - - MLCB ° ° CODES, STANDARDS, AND REGULATIONS.
0 0 0 1354 [53.3"] 13. 190 GALLON USEABLE CAPACITY BASETANK IS INCLUDED WITH GENERATOR. PROJECT TITLE:
LOW VOLTAGE 14. UNIT IS SHIPPED WITH FUEL SUPPLY AND RETURN LINES DISCONNECTED
' RE STUB-UP 894 990 E EL AND PLUGGED BETWEEN ENGINE AND FUEL TANK. THIS HAS BEEN DONE
FUI EL1168 [46"] ®� 802 736 [29 IGO "] CLEARANCE '
CE O GALLON TO FACILITATE PRESSURE TESTING OF THE TANK IN THE FIELD. CONSTRUCTION DOCUMENTS
TYP
LL
[31.6"] TANK HEIGHT BOTTOM OF CAPAWY 0 FOR INFORMATION REGARDING CONNECTING THE FUEL SUPPLY AND
ONLY �A�A��T� CONNECTION BOX RETURN LINES PRIOR TO START UP, SEE THE FUEL TANK FIELD TESTING
PROCEDURE (OE5082) SUPPLIED IN THE TANK LOOSE VENTS KIT, WHICH IS SITE #: LI-1025
' + + + + + + 0 0 o SHIPPED WITH THIS GENERATOR.
15. SEE DRAWING OC3850 FOR DISCHARGE DUCT REMOVAL. REMOVAL OF SITE ADDRESS:
X17.45 [0.69"] 914 [36"] COOLANT DUCT WILL PROVIDE ACCESS TO MUFFLER FOR SERVICING.
LIFTING BRACKETS -MOUNTING[0 HOLES MOUNTING HOLES 18 [0.7"] l'IRIGHT-SIDEVIEW OVERFLOW 16. ADDITIONAL 2" FEMALE NPT PORTS - PLUGGED OR EQUIPPED WITH 1040-B HORTONS LANE
40 X 60 SLOT TYP 76.2 [3 ] OIL DRAIN
570 TOP-MOUNT SWITCHES DEPENDING ON UNIT OPTIONS. SOUTHOLD NY 11971
[1,58" X 2.36"1 (8 PLACES) 950 [37.4"]
(4 PLACES) TANK WIDTH (SHOWN WITH DOORS REMOVED) FUEL (4" NPT) WEIGHT DATA: (INCLUDES EMPTY FUEL TANK)
[22.4"] 110 [4.3"] SEPARATOR OIL FILTER GENERATOR: 1409 KG (3106 LBS) DISTRICT: 1000 SECTION: 63
430TYP TYP GENERATOR WITH WOODEN SHIPPING SKID: 1474 KG (3250 LBS)
(16.9"] BATTERY 1268 [49.9"] REAR VIEW BLOCK: 1 LOT: 10
TYP CENTER OF GRAVITY (IN BOX) UNITS: mm [INCHES] ZONE: Ll- LIGHT INDUSTRIAL
2692 [106"]
TANK LENGTH M&S PROJECT #: 14BECO01
LEFT SIDE VIEW 16
SCALE: AS NOTED DATE: 01/21/10
DRAWN BY: GCE CHECKED BY: CCS
DRAWING TITLE:
GENERATOR DETAILS
1 GENERATOR DETAILS (SD030) DRAWING NO.: PAGE NO.:
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LX . 77 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
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CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
Front Pack H I Left
16 GENERATOR UPDATE 09/20/17 RS
15 HVAC UPDATE 08/11/17 CM
14 HVAC
V ; , ,,e� N� • .£t �� � � UPDATE 04/14/17 CM
€ v
_.. 15 13 PLANNER COMMENTS 04/02/
.< . :. LM
GF
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12
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11 CLIENT COMMENTS 07/18/14 SK
Top N 0 Bottom Right
ipp NO. ISSUE OR REVISION DATE BY
9
PROJECT TITLE:
n _ CONSTRUCTION DOCUMENTS
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SITE #: LI-1025
SITE ADDRESS:
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_" - 1040-B HORTONS LANE
L �. SOUTHOLD
NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
' f` _ M&S PROJECT #: 14BECO01
+ 42-00 H 20.50 0 "� f .00 V -
SCALE: AS NOTED DATE: 01/21/10
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G 1 .50 N 10.50 U -
2 IMECHANICAL BASE UNIT DIMENSIONS HVAC
DRAWING NO.: PAGE NO.:
1 CALE:: NN 22 34 SCAL NTS A M01 10 of 14
COMMSCOPE E15S09P8001
PCS AMPLIFIER
ALCATEL LUCENT 9442 RRH 700L MHz ALCATEL LUCENT NN-20500-305 UA08. 1
REMOTE RADIO HEAD REMOTE RADIO HEAD WEIGHT: 8.8 lbs =
UMTS NODE B CABINET
DIMENSIONS: H10.2%W6.7"xD2.4"
RRH 2x60-850 `
WEIGHT: 51 .0 lbs (WITHOUT MOUNTING BRACKETS) 4.
es
wi
DIMENSIONS: H21 .0"xW12.2"xD10.8" SOLAR SHIELD WITH WEIGHT: 48.5 lbs °
( ) WEIGHT: VARIES
DIMENSIONS: 1118.5"xW11 .22"08.86"
- DIMENSIONS: 1174.0"xW23.6"023.6" Ma lick B Scherer, P C ,
RRH 2x60-1900 "
Consulting Engineers-Construction Inspectors Land Surveyors
Perryville III Corporate Center
' 53 Frontage Road, Suite 260
WEIGHT: 39.625 lbs "
°ol
Hampton, NJ,08827
-' > DIMENSIONS: H20.08 xW1 1 .22 xD7. 1 Ph 908.537.' x( .537.1398
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2 antenna conneclors �. NY PROFESSIONAL ENGINEER#075376
IT IS A VIOLATION OF THE LAW FOR ANY PERSON
WEIGHT: 9.3 lbs UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
- DIMENSIONS: H10.8 xW8.3 02.4
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
�_., �.r .��« .. .tea .� � •..k�.
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.
" 16 GENERATOR UPDATE 09/20/17 RS
15 HVAC UPDATE 08/11/17 CM
COMMSCOPE SBNHH- 1 D65A ALPHA TECHNOLOGIES NEQ15238 COOPER B-LINE TWO-POST ALCATEL LUCENT RRH4X25-WCS ALCATEL LUCENT RRH2X40-07L-DE
TRI-B�kND ANTENNA 24 48V DUAL VOLTAGE POWER SYSTEM EQUIPMENT RACK REMOTE RADIO HEAD REMOTE RADIO HEAD 14 HVAC UPDATE 04/14/17 CM
WEIGHT: 33.5 lbs WEIGHT: VARIES
19" PANEL MOUNTING 23" PANEL MOUNTING WEIGHT: 31 .5 lbs WEIGHT: 52.9 Ibs 13 PLANNER COMMENTS 04/02/15 LM
DIMENSIONS: DIMENSIONS: (WITHOUT MOUNTING BRACKETS) (WITHOUT MOUNTING BRACKETS)
DIMENSIONS: H55.0 xW11 .9 xD7. 1 DIMENSIONS: 1184.0 xW25.6 xD20.3 'A' = 36"- 108" 'A' = 36"- 108"
DIMENSIONS: H31 .5"xW12"xD8.7" DIMENSIONS: H24.8"xW1 1 .5"xD6.1 " UNIPOLE HEIGHT
'B' = 20.31 " 'B' = 24.31 " 12 CHANGE 04/01/15 LM
'C' = 18.31 " 'C' = 22.31 "
,1'' -
'D' _ 17.75" 'D' = 2021 .75" 11 CLIENT COMMENTS 07/18/14 SK
'E' = "
'E' = 16"
On 0FA-1 On: NO. ISSUE OR REVISION DATE BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
? -? 4 ? SITE #: LI-1025
SITE ADDRESS:
1040-B HORTONS LANE
Ld
=.` SOUTHOLD, NY 11971
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M&S PROJECT #: 14BECO01
SCALE: AS NOTED DATE: 01/21/10
CHECKED GCE
DRAWN BY:
� BY: CCS
a
DRAWING TITLE:
EQUIPMENT
SPECIFICATIONS
DRAWING NO.: PAGE NO.:
1 EQUIPMENT SPECIFICATIONS
11x17 SCALE=: NTS 22x34 SCALE: NTS M02 11 of 14
TO SOURCE 14 w,
" PTC CABINET
Maiicid ,Scherer, PC ,
Consulting Engineers-Construction Inspectors-Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
POWER Hampton, NJ 08827
PANEL
Ph 908.537.1300 Fax 908.537.1398
IN EQUIPMENT www.malic - -Com
PROPOSED METER ROOM j NN J S
ATTACHED TO BUILDING EXTERIOR ��,"C.
LOCATION TO BE DETERMINED L
BY BUILDING ELECTRICIAN
21
NY PROFESSI EEI�#075376
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
PROPOSED 200A DISCONNECT ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
W/ (2) 200A FUSES 2" EMT SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
ATTACHED TO BUILDING EXTERIOR
i— — 2— 3/0
LOCATION TO BE DETERMINED BY ♦ 1 — 4 GND APPLICANT:
BUILDING ELECTRICIAN
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
16 GENERATOR UPDATE 09/20/17 RS
NOTES: 15 HVAC UPDATE 08/11/17 CM
1 . WORK WITH SHEETS A01 Sc A02 FOR ROUTING OF CONDUITS.
2. CONTRACTOR IS TO VERIFY SERVICE CONNECTION METHOD, LOCATION
AND MATERIAL WITH UTILITY COMPANY. 14 HVAC UPDATE 04/14/17 CM
THIS WILL OCCUR PRIOR TO THE START OF ANY ELECTRICAL WORK.
13 PLANNER COMMENTS 04/02/15 LM
12 UNIPOLE HEIGHT 04/01/15 LM
CHANGE
ELECTRICAL NOTES: 11 CLIENT COMMENTS 07/18/14 SK
CONTRACTOR IS TO VERIFY SERVICE CONNECTION METHOD, LOCATION AND MATERIAL WITH ELECTRIC
COMPANY. THIS WILL OCCUR PRIOR TO THE START OF ANY ELECTRICAL WORK. NO. ISSUE OR REVISION DATE BY
.ALL ELECTRICAL WORK WILL CONFORM TO THE NATIONAL ELECTRICAL CODE, THE ELECTRICAL CODE FOR
THE STATE OF NEW YORK AND ALL NATIONAL AND LOCAL FIRE SAFETY AND BUILDING CODES. PROJECT TITLE:
CONTRACTOR IS TO PROVIDE ALL ASSOCIATED MATERIAL ile. STRAPS, CONNECTORS, CRIMPS etc. FOR A
CONSTRUCTION DOCUMENTS
COMPLETE AND OPERATIONAL ELECTRICAL PROJECT.
CONTRACTOR IS TO COORDINATE ALL OF HIS WORK TO MINIMIZE THE DISTURBANCE TO THE EXISTING SITE #: LI-1025
BUILDING OCCUPANTS, WORKERS OR ACCESS REQUIRED BY THE GENERAL PUBLIC OR MAINTENANCE PERSONNEL.
SITE ADDRESS:
ANY DISRUPTION OF THE EXISTING ELECTRICAL SERVICE MUST BE COORDINATED WITH THE CONSTRUCTION 1040-B HORTONS LANE
COORDINATOR AND THE BUILDING CONTACT N.
SOUTHOLD, NY 11971
ANY DISRUPTION OF THE EXISTING BUILDING CONDITIONS SHALL BE RETURNED TO THERE PREVIOUS CONDITION OR BETTER. DISTRICT: 1000 SECTION: 63
VERTICAL RUNS OF CONDUIT MUST BE SUPPORTED AT INTERVALS AS REQUIRED BY APPLICABLE CODES. INSTALLBLOCK: 1 LOT: 10
ALL REQUIRED PULL BOXES AND UTILIZE APPROPRIATE WIRE HANGING FITTINGS AND HARDWARE. ZONE: LI- LIGHT INDUSTRIAL
CONTRACTOR IS TO PERMANENTLY SUPPLY AND FASTEN NAMEPLATES TO DESIGNATE VOLTAGE, NAME AND EQUIPMENT FED M&S PROJECT #: 14BECO01
FROM. SCALE: AS NOTED DATE: 01/21/10
ALL CUTTING AND PATCHING OF WALLS AND MASONRY REQUIRED FOR THE INSTALLTION OF ELECTRICAL
HARDWARE SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. DRAWN BY: GCE CHECKED BY: CCS
PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE FIRE PROOF TO RESTORE ORIGINAL RATING. DRAWING TITLE:
ELECTRICAL DETAILS
1 ELECTRICAL SCHEMATIC RISER DIAGRAM DRAWING NO.: PAGE NO.:
11x17 SCALE: NTS 22x34 SCALE: NTS E01 12 of 14
` : °'+
COAX GROUND BAR COAX GROUND BAR COAX GROUND BAR
0 SECTOR "C" 0 SECTOR "B" 0 SECTOR "A" „ ..`.: ..
MaliddScherer, PCw'4% 1
FRICTION ACCESS COVER
10, Consulting Engineers-Construction Inspectors-Land Surveyors
Perryville III Corporate Center
CN 53 Frontage Road Suite 260
COAX GROUND BAR Ham�t6>` J�
GENERATOR AT TOP OF UNIPOLE GPS DEVICE ExIstIng Grade Ph 908.537.4 arc 5� 1398
wwwa wd� �
Exlsting Surface er
� 4�
8" PVC PIPEto
COAX GROUND BAR 0>5376
AT BOTTOM OF UNIPOLE CADWELD CONNECTION CADWELD CONNECTION
GLENN J. SCHERER
NY PROFESSIONAL ENGINEER#075376
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
PROVIDE A SLOT U GROUND RING UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.
IN THE PVC SLEEVE
TO ACCOMODATE THE SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
EXTERIOR GROUND RING APPLICANT:
GROUND BAR
GROUND ROD 5/8 " DIA.
8' L ONG
(TYP FOR 2) ,
y . ._...., . .;
6AWG °
GROUND ROD -
Po
�'�YP FOR 2 ELECTRIC EQUIPMENT EQUIPMENT
PANEL CABINETS RACKS
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
#6AWG MATERIALS OR BIEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
ND & TELCO DOOR CONSTRUCTION DOCUMENTS.
CONDUIT DOOR FRAME
BOND INTERIOR 16 GENERATOR UPDATE 09/20/17 RS
#6AWG GR UND 2 GROUND ROD
CABLE INTERIOR ® 11x17 SCALE: NTS 22x34 SCALE: NTS 15 HVAC UPDATE 08/11/17 CM
LADDER COAX FEED HVAC
TRAY THRU.
#6AWG
14 HVAC UPDATE 04/14/17 CM
MISC. T1 SURGE GND BAR AT
METAL ARRESTOR TELCO BACK DOUBLE CRIMP 13 PLANNER COMMENTS 04/02/15 LM
OBJECTS BOARD CONNECTION EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR
SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END UNIPOLE HEIGHT
INTERIOR
2 THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. 12 CHANGE 04/01/15 LM
GROUND ?00D (D 3 SECTION "P" — SURGE PROTECTORS
#6AWG � CABLE ENTRY PORTS (HATCH PLATES) (2 AWG) 11 CLIENT COMMENTS 07/18/14 SK
m 1 �2 5 GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG)
I O 4 TELCO GROUND BAR 2 AWG) NO. ISSUE OR REVISION DATE BY
OA COMMERCIAL POWER �OMMON NEUTRAL GROUND BOND
A +24V POWER SUPPLY RETURN BAR 2 AWG �2 AWG)
„ 3 —48V POWER SUPPLY RETURN BAR 2 AWG PROJECT TITLE:
4 EXOTHERMIC RECTIFIER FRAMES.
13" -0 WELD COAX SUPPRESSION
CONSTRUCTION DOCUMENTS
NOTE: "A"
SITE GROUNDING MUST CONFORM TO
SECTION A — SURGE ABSORBERS SITE #: LI-1025
WNS IMPLEMENTATION STANDARDS NEWTON INSTRUMENT COMPANY INC. INTERIOR GROUND RING 2 AWG
TECHNICAL SPECIFICATIONS FOR BASE BUTNER, N.C. OR APPROVED EQUAL EXTERNAL EARTH GROUND FIELD BURIED GROUND RING) SITE ADDRESS:
STATION GROUNDING AND TVSS 2 AWG METALLIC COLD WATER PIPE IF AVAILABLE) G) 1040-B HORTONS LANE
(VERS. 1 .1 6/30/04). N0. REQ. PART N0. DESCRIPTION 2 AWG BUILDING STEEL IF AVAILABLE 2 AWG SOUTHOLD, NY 11971
c ) c
10 1 /4"x4"x30" SOLID GND. BAR „ „
SECTION I — ISOLATED GROUND ZONE DISTRICT: 1000 SECTION: 63
20 2 A-6056 WALL MTG. BRKT. BLOCK: 1 LOT: 10
ALL COMMUNICATIONS EQUIPMENT FRAMES. ZONE: LI- LIGHT INDUSTRIAL
03 2 3061 -4 INSULATORS ISOLATED GROUND BAR — IGB (2 AWG)
® 4 3012- 1 5/8"- 11 x 1 " H.H.C.S. DETAIL NOTES: M&S PROJECT #: 14BECO01
05 4 3015-8 5/8 LOCKWASHER 1 , EXOTHERMICALLY WELD 2 AWG BARE INNED SOLID COPPER SCALE: AS NOTED DATE: 01/21/10
CONDUCTOR TO GROUND BAR. ROUTE C04DUCTOR TO BURIED
(RGB) REFERENCE GROUND BAR - DETAIL GROUND RING AND PROVIDE PARALLEL EIJOTHERMIC WELD. DRAWN BY: GCE CHECKED BY: CCS
2. USE PERMANENT MARKER TO DRAW TE LINES BETWEEN DRAWING TITLE:
EACH SECTION AND LABEL EACH SECTION ("P", "A", "I")
WITH 1 " HIGH LETTERS.
ELECTRICAL DETAILS
1 GROUND SCHEMATIC 1170 GROUND BAR DETAIL DRAWING NO.: PAGE NO.:
11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS E02 13 of 14
T&B CO. "TY—RAP", 2 AWG GREEN ,
CAT. #TC376 STANDOFF INSULATED STRANDED
COPPER WIRE.BRACKET OR (INTERIOR GROUND
EQUIVALENT. 2 -0„
.. a
,
ON
CENTER MAXIMUM RING). x v t l 4
SPACING.
2 AWG GREEN INSULATED STRANDED IN R OUTDOOR ANTENNA CABLES (TYP) 1717
COPPER WIRE. (INTERIOR GROUND CABLE GROUNDING
RING).
(TYP) (SEE MalickSo'cherer, Pful
T&B CO. "C—TAP", CAT. T&B CO. "TY—RAP", CAT. WALL OR ROOF DETAIL 1139) consulting Engineers-ConstructionInspectors-Land surveyors
I #54730 CRIMP TYPE TC376 STAND–OFF BRACKET AS REQ'D Perryville III Corporate Center
PARALLEL TAP OR OR EQUIVALENT. 2'-0" ON
EQUIVALENT. CENTER MAXIMUM SPACING. 53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 08:537.1398
T&B CO. "TY—RAP" RADIUS SHOULD .`��6 AWG (TYP) www.rmalick ererX0
CAT. #TY25M CABLE NOT BE LESS _ �P �L
TIE OR EQUIVALENT. THAN 8 IN. —Q±:m "TY—RAP".” ` IP t�+5NN`�I sC »�
o T&B CO TY–RAP RF SURGE .• DR LOOPS
2 AWG TINNED ARRESTOR ANDREW (OR SIMILAR)
BURNDY TYPE KS23 SOLID BARE CAT. TY25M CABLE TIE
SPLIT–BOLT CONNECTOR . (TYP) MULTIPLE ENTRANCE
OR EQUIVALENT. COPPER WIRE OR EQUIVALENTWALL/ROOF FEED THRU
SOLID TO SOLID MUST
ZDIRECTION OF BOND �- ASSEMBLY \ `
ti- GLENN-T'eQ PRLR�✓..
BE SPLIT BOLT. O TURN TO J� BAR
GROUND COPPER LUG CLOSURE PLATE NY PROFESSION ALE�INER#075376
SHORTEST DISTANCE QO SEE DETAIL TO GROUND BAR IT IS A VIOLATION OF THE
LAW FOR ANY TO HATCHPLATE. Q` 6 AWG GREEN ( 1 1 70 GROUND BAR NEWTON UNLESS ACTING UNDER THE DIRECTION OFA LICENSED
INSULATED ) INSTRUMENT CO. ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
STRANDED COPPER INSULATED GROUND SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
WIRE. (UNIT BOND). INSULATED GROUND BAR (COPPER) ,APPLICANT:
BAR (COPPER (SEE DETAIL 1170)
r (SEE DETAIL 1429
2 AWG SOLID TINNED
BCW TO GROUND RING
e x -
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
HALO NON DIRECTIONAL CORNER CONNECTION DETAIL 2 HALO GROUND RING WALL SUPPORT .AND C TAP DETAIL EXTERIOR ANTENNA CABLE GROUNDING AT SHELTER COAX ENTRY PORT MATERIALS OR HAVE BEGINNING CONSTRUCTION TO ENSURE
1 3 THAT THEYCONSTRUCTIONTDOCUMENTSION OF THE
11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS
16 GENERATOR UPDATE 09/20/17 RS
INTERIOR 15 HVAC UPDATE 08/11/17 CM
GROUND
RING (HALO)
14 HVAC UPDATE 04/14/17 CM
13 PLANNER COMMENTS 04/02/15 LM
12 UNIPOLE HEIGHT 04/01/15 LM
CHANGE
0000DOUBLE 11 CLIENT COMMENTS 07/18/14 SK
1
2 AWG, GREEN INTERIOR GROUND CRIMP
NOTE: COPPER STRANDED RING CONNECTION NO. ISSUE OR REVISION DATE BY
„ WIRE (INTERIOR ,.,
IF THERE IS LIMITED SPACE 3 MAX MIN GROUND RING) PROJECT TITLE:
ON THE RIGHT SIDE OF THE �'-- BARE COPPER 44P0000 HATCHPLATE, THE ABOVE SETUP
AMAY
S T BE IR SECT OASIS LONG SEE DETAIL 'Qi; CONSTRUCTION DOCUMENTS
0000121 �
7�
BELOW THE HATCHPLATE. 10" t 1/8" 7 tidig SITE #: LI-1025
ti
SITE ADDRESS:
COPPER CRIMP1040-B HORTONS LANE
INSULATION CONNECTOR T&B �O� SOUTHOLD, NY 11971
HATCHPLATE I #5P4740 OR NOTE: s DISTRICT: 1000 SECTION: 63
APPROVED
PRO ED EQUAL BLOCK: 1 LOT: 10
MOUNT CELL REFERENCE GROUND
THIS DETAIL IS USED FOR ZONE: LI- LIGHT INDUSTRIAL
BAR 6CRgP) BELOW HATCHPLATE „ „ A DOWN CONNECTICN TO
AND ALIN P SECTION WITH EDGE P A I AN MGB RGB.
OF HATCHPLATE. rpm%
/ M&S PROJECT #: 14BECO01
EXOTHERMIC WELD AT—Z
THE LOWEST POINT ON
SCALE: AS NOTED DATE: 01/21/10
THE GROUND BAR.
TO BURIED
DRAWN BY: GCE CHECKED BY: CCS
GROUND RING
(BGR) DRAWING TITLE:
ELECTRICAL DETAILS
4 CELL REFERENCE GROUND BAR (CRGB) INSTALLATION DETAIL 5 HALO GROUND RING SPLICE DETAIL 6 HALO NON-DIRECTIONAL GROWO RING SPLICE DETAIL DRAWING NO.: PAGE NO.:
11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS E03 14 of 14
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MTIIE UNDERSIGNED,PURSUANT TO SOUTifOLD TOWN CODE SECTION tz�
280-131(l),ACKNOWLEDGES TIIAT TILE CONDITIONS OF TILE SITE PIAN
�-�—AL S FOI1TI I IN THE RESOLUTION OF APPROVAL DATED Consulting Engineers-Construction Inspectors-Land Surveyors
ro ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION).
Perryville III Corporate Center
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PLEASE PRINT NAIWE Vill A (200C_1 53 Frontage Road Suite 260
z *° 9
A s 'NATURE — "V--_ Hampton, NJ 08827
DATE
Ph 908.537.1300 Fax 908.537.1398
APPROVED BY
TOWN OFSOL nioLD PLANNENG FO,ARD www.malickandscherer.com
Y/ �
'HAIRPERSON SIGNATt:R DATE 01: NE
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S ITE : U - 1 025 l NOTE:The approved site development plan shall be valid for a perind of eighteen 08)
mon!hs from the date of approval as per code section 2E-9.132A, ...............
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1040- B HORTONS LSOUTHOLD , H 11971 GLENN'JCHERER . �
NY P'ROFESSIONA(ENGINFfRs#97,5376 .
SCOPE OF WORK: IT IS A VIOLATION OF THE LAIN FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
An Unmanned Telecommunications Facility Including
'€l€ -- °- --"- ,; Equipment Cabinets Located inside an Existing Building, SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
— —PROPOSED WORK AREA £ € a 95' Overall Height Unipole with (6) Internally
%" , , Installed Antennas in Place of an Existing 40' Tall APPLICANT:
'0, Flag Pole and an Emergency Backup Generator.
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New Cingular Wireless PCS, LLC i
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♦ ♦ � ' ',€ f'£' � F�,,��r” � �,✓�
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O ♦ ♦ ♦ rn \ 11r °_.�.., �',, , 631-424-3028 : .. . .
' ATTORNEY:
O % F` CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
Re , Nielsen,SffFFF
M r ` Huber & Coughlin, LLP, MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
SITE Y { � r THAT THEY HAVE THE LATEST REVISION OF THE
BLOCK f"""-" j • � ,; '''' 36 N. New York Avenue, CONSTRUCTION DOCUMENTS.
LOT 10 #. ',_ ;� ``' Huntington, NY 11743
Sou#hol , 1, 631-425-4100
O -'',"., 12 UNIPOLE HEIGHT 04/01/15 L
�//, ✓ LY./IjCHANGE M
SITE ACQUISITION SPECIALIST:
Victoria Brennan
631-807-7836 11 CLIENT COMMENTS 07/18/14 SK
48J �._- RF ENGINEER: ISSUED FOR
\ �♦ s,,% s-g:' . 310 07/10/14 CA
\ ♦ ,� -: �- ' .: `�''y ` � `" m CONSTRUCTION
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♦ / ,C (f T ,, , w" '- .. k PROPERTY OWNER: �, ATTORNEY
♦ y : < , ' '- Q 9 07/01/14 TC
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♦ ♦ / C3�� T `-;, -=Jir I�:1.:lrt ''`, '� YSI XXXII, LLC
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5 Old Lancaster Rpad 8 COMMENTS 05/22/14 LM
Malvern PA 19355
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a ri lit and I08$-208 Mi arasa#tar° araban andlor its su ` Tiers. All ri ht� renre'd. COORDINATES
KEY MAP LOCATION MAP LATITUDE: N41003'56.10" (NAD83) NO. ISSUE OR REVISION DATE BY
LONGITUDE: W74°25'57.64" (NAD83)
NOT TO SCALE NOT TO SCALE GROUND ELEVATION: 39' +/- (NAVD88) PROJECT TITLE:
DWG. DWG. TITLE APPLICABLE BUILDING CODES AND STANDARDS LEGAL DESCRIPTION :
T01 COVER PAGE DISTRICT: 1000 SECTION #: 63 CONSTRUCTION DOCUMENTS
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS BLOCK: 1 LOT: 10
GN1 GENERAL NOTES ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE ZONE: LI - LIGHT INDUSTRIAL SITE #: LI-1025
RM1 RADIUS MAPNICINITY MAP AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE
A01 SITE PLAN DESIGN.
SITE ADDRESS:
A02 ELEVATION AND DETAILS o
BUILDING CODE: o o W 1040-B HORTONS LANE
A03 DETAILS [INTERNATIONAL BUILDING CODE (IBC), 2010 AS ADOPTED BY NY STATE BLDG CODE] > > W >O W SOUTHOLD, NY 11971
A04 EQUIPMENT ROOM O O
ELECTRICAL CODE: � Z a
A05 REFLECTIVE CEILING PLAN [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 -2007, NATIONAL ELECTRICAL CODE, AS ADOPTED BY a a a W DISTRICT: 1000 SECTION: 63
NYSTATE]
A06 GENERATOR DETAIL Q Q Q S2 BLOCK: 1 LOT: 10
LIGHTNING PROTECTION CODE: ZONE': LI- LIGHT INDUSTRIAL
M01 MECHANICAL DETAILS [NFPA 780 -2008, LIGHTNING PROTECTION CODE] ❑ 1:1 ElM02 EQUIPMENT SPECIFICATIONS FIRE/LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE -2010 CONSTRUCTION MANAGER: DATE M&S PROJECT #: 14BECO01
E01 ELECTRICAL DETAILS
E02 ELECTRICAL DETAILS SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
AMERICAN CONCRETE INSTITUTE (ACI) 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE FSCALE: AS NOTED DATE: 01/21/10
E03 ELECTRICAL DETAILS -u AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH SITE ACQUISITION: DATE
EDITION,TIA/EIA 222-F AND ANSUTIA 222-G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND
ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING DRAWN BY: GCE CHECKED BY: CCS
REQUIREMENTS FOR TELECOMMUNICATIONSEl F-1INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)81, GUIDE FOR MEASURING EARTH RF ENGINEER: DATE El DRAWING TITLE:
RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100
(1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
(TYPICAL DRAFTING STANDARDS FOR ALL SHEETS) IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION OWNER/OWNER REP: DATE T 0 F
COVER PAGE
Existing Light, Upper And Lower Case Lettering TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS
When Labeling Existing Features
PROPOSED BOLD, UPPER CASE LETTERING WHEN LABELING ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION
PROPOSED FEATURES DRAWING NO.: PAGE NO.:
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL,
Light Lines Represent Existing Features METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL
GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, T01 1 of 14
DARK LINES REPRESENT PROPOSED FEATURES #- THE SPECIFIC REQUIREMENT SHALL GOVERN.
GENERAL NOTES: ;
1 . THE NOTES CONTAINED HEREIN ARE NOT PROJECT SPECIFIC. THE CONTRACTOR SHALL
UTILIZE THE ALL NOTES WHICH PERTAIN TO THE WORK DEPICTED IN THIS PLAN SET.
..:
2. THE CONTRACTOR*S SHALL CONTACT M&S TO VERIFY THAT THEY HAVE BEEN ISSUED ry„
THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS PRIOR TO THE START OF
CONSTRUCTION. mclick 9 S)cherer, ,
3. ALL DIMENSIONS AND INFORMATION SHOWN IIV THE DRAWINGS ARE DERIVED FROM Consulting Engineers-Construction/nspectors-Land Surveyors
LIMITED FIELD OBSERVATIONS MADE FOR THIS PROJECT. DETAILED INFORMATION WAS Perryville III Corporate Center
COLLECTED FOR SPECIFIC WORK AREAS. THIS INFORMATION IS TO BE USED FOR THE 53 Frontage Road, Suite 260
WORK SHOWN ON THESE PLANS ONLY. Hampton, NJ 08827Ph 908.537.1300 Fax 908.537.1398
4. UNLESS SPECIFICALLY REQUESTED BY THE CLIENT OR REQUIRED TO PROCEED WITH www.malickandscherer.com
THE CREATION OF THE CONSTRUCTION DOCUMENTS, STRUCTURAL PROBES HAVE NOT of NEw
BEEN PREFORMED. BUILDING COMPONENT CONFIGURATION AND CONDITION NOT ti ---;;y�0;
OTHERWISE VISIBLE BENEATH SURFACE FINISHES, MAY VARY AND SHALL BE � {
CONFIRMED BY THE CONTRACTOR PRIOR TO PROCEEDING WITH CONSTRUCTION. ,�� o 'z . �^r? ��
ANY DISCREPANCIES, WHETHER IN CONFIGURATION OR CONDITION SHALL BE BROUGHT
TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
GL'EV J.SCHERER'
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FIELD CONDITIONS PRIOR TO THE NY PROFESSIONAL NG71VL " #075376
START OF CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE
IT IS A VIOLATION OF THE LAW FOR ANY PERSON
ATTENTION OF THE ENGINEER. THE CONSEQUENCES OF PROCEEDING WITH UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
CONSTRUCTION AFTER DISCOVERING A FIELD CONDITION DISCREPANCY AND WITHOUT ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.
THE APPROVAL OR RECOMMENDATIONS OF THE ENGINEER, SHALL BE THE SOLE SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
RESPONSIBILITY OF THE CONTRACTOR. APPLICANT:
6. THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE LOCAL, STATE AND FEDERAL
CODES. w ` ,
7. CONTRACTOR I RESPONSIBLE FOR ALL NECESSARY PERMITS AND INSPECTIONS TO
S
COMPLETE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
ALL INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, INCLUDING,
BUT NOT LIMITED TO ELECTRICAL PLUMBING FIRE PROTECTION AND STRUCTURAL.
8. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ENGINEER OF
CONSTRUCTION STAGES WHICH REQUIRE SPECIAL OR CONTROLLED INSPECTIONS WITH
A MINIMUM OF 48 HOURS (BUSINESS DAYS) NOTICE. THESE INSPECTIONS INCLUDE, BUT MATERIALS
SHALL CONTACT M8S PRIOR TO ORDERING
MATALS OR BEGINNING CONSTRUCTION TO ENSURE
HAVE THE
ARE NOT LIMITED TO, CONCRETE REINFORCEMENT, CONCRETE POURING, STRUCTURAL THAT THEY
CONSTRUCTIONTEST DOCUMENTSION OF THE
STEEL ERECTION/BOLTING, WELDING AND THE INSTALLATION OF EPDXY ANCHORS.
FAILURE TO COORDINATE THESE INSPECTIONS WITH THE ENGINEER MAY PROHIBIT 12 UNIPOLE HEIGHT 04/01/15 LM
SIGNOFF WITH THE AUTHORITY HAVING JURISDICTION. CHANGE
9. CONTRACTOR SHALL PROVIDE ENGINEER WITH PHOTOGRAPHS FOR EACH STAGE OF 11 CLIENT COMMENTS 07/18/14 SK
CONSTRUCTION. THE PHOTOGRAPHS SHALL INCLUDE, BUT ARE NOT LIMITED TO, BEAM
10 ISSUED FOR
POCKETS & PEDESTAL CONNECTIONS. CONSTRUCTION 07/10/14 CA
10. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY DURING CONSTRUCTION. THE ATTORNEY
ENGINEER HAS NO RESPONSIBILITY FOR OR CONTROL OVER SAFETY AT ANY TIME. 9 COMMENTS 07/01/14 TC
11 . THE ENGINEER HAS NOT PERFORMED AN INSPECTION FOR ASBESTOS OR OTHERATTORNEY
HAZARDOUS MATERIALS. THESE DRAWINGS ARE NOT MEANT TO DEPICT OR IMPLY THE ® 8 05/22/14 LM
a
PRESENCE OR ABSENCE OF SUCH MATERIALS WITHIN THE PROPOSED WORK AREAS. COMMENTS
o c
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12. TRUE NORTH SHALL BE DETERMINED. CONTRACTOR IS RESPONSIBLE FOR PROPER ' o c 7 CLIENT COMMENTS 05/06/14 LL
AZIMUTH ALIGNMENT.
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13. THE CONTRACTOR SHALL CONTACT THE TELECOMMUNICATIONS CARRIER TO ACQUIRE NO. ISSUE OR REVISION DATE BY
THE LATEST RF DATA SHEET PRIOR TO THE START OF CONSTRUCTION. RF INFORMATION
ISSUED BY THE TELECOMMUNICATIONS CARRIER SUPERSEDES INFORMATION PROJECT TITLE:
CONTAINED HEREIN.
14. ROUTING IS DIAGRAMMATIC AND CONTRACTOR IS TO UTILIZE BEST POSSIBLE ROUTING CONSTRUCTION DOCUMENTS
TO EXPEDITE CONSTRUCTION PROCESS. ROUTING SHALL NOT IMPEDE UPON REQUIRED
PASSAGEWAYS OR MEANS OF EGRESS. SITE #: LI-1025
APRROVED BY
15. THE CONTRACTOR SHALL PROVIDE NEW PENETRATIONS FOR ROUTING THROUGH FIRE
RATED ASSEMBLIES AND FIRE STOP ALL PENETRATIONS AS PER CODE. THE r PLANINING BOARD
SITE ADDRESS:
CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE THE FIRE RATING OF BUILDING 1040-B HORTONS LANE
COMPONENTS IF EXISTING PENETRATIONS ARE USED FOR NEW ROUTING. TOWN OF SOUTHOLD SOUTHOLD, NY 11971
DATE /�
16. ALL DISTURBED AREAS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT, INCLUDING DISTRICT: 1000 SECTION: 63
BUT NOT LIMITED TO FIRE RATED MATERIALS.
�.� BLOCK: 1 LOT: 10
17. ANY DISTURBANCE TO ROOFING, FLASHINGS OR ANY EXTERIOR SURFACE SHALL BE ZONE: LI- LIGHT INDUSTRIAL
REPAIRED/SEALED WATERTIGHT AND IN ACCORDANCE WITH ANY WARRANTIES, AS M&S PROJECT #: 14BECO01
APPLICABLE. THE GENERAL CONTRACTOR SHALL EMPLOY THE WARRANTY GRANTOR,
OR OTHER AUTHORIZED CONTRACTOR, WHERE REQUIRED FOR MAINTENANCE OF THE
SCALE: AS NOTED DATE: 01/21/10
WARRANTY.
18. THE PERIMETER AND ANCHORS OF ALL STEEL TO CONCRETE OR MASONRY DRAWN BY: GCE CHECKED BY: CCS
CONNECTIONS SHALL BE SEALED WATERTIGHT USING A PURPOSE FORMULATED
MASONRY SEALANT. DRAWING TITLE:
19. CONTRACTOR SHALL REMOVE TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
GENERAL NOTES
DRAWING NO.: PAGE NO.:
GN1 2 of 14
NOTE. =a$
3
NO FEDERAL AND STATE LANDMARK
OR SCENIC BYWAYS ARE LOCATED WITHINk�
14 300' OF THE SUBJECT PARCEL. k
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dg 8 C ♦ Perryville III Corporate Center
� '�' Section: 63.02 ♦ 53 Frontage Road, Suite 260
Ole 1 � Hampton, NJ 08827
� * 37 Ph 908.537.1300 Fax 908.537.1398
37 36 35 34 3 1Rp 1 www.malickandscherer.com
47 46 45 44
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22 3 24 25 A (� 9.1 IT IS A 1 1 UNLESS ACTOILA ION OR THE LDIRECTION FOR ANY PERSON,
OF A LICENSED
' 21 e C D E (� R R• ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
Bldg 13
I - - _�.• '�/ 17a Section: 61 7.1 APPLICANT:
" ///iiii�� Block: 1 R 1
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_1 . a C a n an ` MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
R ////,,/%%///// , / / /►Y / / / / / / / / / / / i• , THAT THEY HAVE THE LATEST REVISION OF THE
SITE CONSTRUCTION DOCUMENTS.
1 12 ///////// / / / / / / / / / / / / N Vacant Land
R �� ///////// // / / / / / / / / / / // / / / ..� UNIPOLE HEIGHT
1 `,�►iiii//// � � 12 CHANGE 04/01/15 LM
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113 1 209' pRpp�� ����//////,// / /•/ / F / / / / / / /�
ZONE BOUNDARY LINE (TYP) / / / -4/ / / / / / ` 3.1
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ISSUED FOR
1R C 10 CONSTRUCTION 07/10/14 CA
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ATTORNEY
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18 8 ATTORNEY 05/22/14 LM
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8.2 �R d • �� Section: 63
R e Block: 5 SITE #: LI-1025
Section: 63 ,�n�s�� 12.1
Block: 1 V �O i R SITE ADDRESS:
LAND USE LEGEND: ��, 1 .3 5 �♦ Vacant Land ; 1040-B HORTONS LANE
R - Re:sidentiol ♦ 0 R,
SOUTHOLD, NY 11971
/
C - Commercial Industriol ♦ 0 4 ,
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0 - Open Space/Residentiol ♦� �- £ APPROVED BY DISTRICT: 1000 SECTION: 63
3.2
♦` � ' BLOCK: 1 LOT: 10
R
` � � O ,:r PLANNING BOARD ZONE: LI- LIGHT INDUSTRIAL
500' RADIU LINE �� 0 ' , TOWN OF SOUTHOLD
ZONING LEGEND: 21 , DATE / M&S PROJECT #: 14BECO01
LI LIGHT INDUSTRIAL -
�'' 31 I SCALE: AS NOTED DATE: 01/21/10
R-4�0) RESIDENTIAL LOW DENSITY AA R R — q- Q • 4
7HD�) HAMLET DENSITY RESIDENTIAL �•� � ; DRAWN BY. GCE CHECKED BY: CCS
HB� HAMLET BUSINESS �� '0 DRAWING TITLE:
C>R-80 RESIDENTIAL LOW DENSITY A O 0�
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R0�) RESIDENTIAL/OFFICE i00 RADIUS MAP/ VICINITY MAP
DRAWING NO.: PAGE NO.:
1 RADIUS MAP/VICINITY MAP
11x17 SCALE: 1"= 200'-0" 22x34 SCALE: 1" = 100'-0" RM1 3 of 14
NOTES:
1. SITE PLAN AND PROPERTY LINE DATA SHOWN WAS TAKEN FROM ,..
A SITE PLAN ENTITLED "FINAL TOPO SURVEY" PERFORMED BY D.W.
HANNIG L.S., P.C. RE-CERTIFIED ON MAY 1, 2014. THIS DRAWING DOES
NOT CONSTITUTE A BOUNDARY SURVEY. `.
a
2. THE PROPOSED USE OF THE DEVELOPMENT IS FOR AN
De eed UNMANNED WIRELESS COMMUNICATION FACILITY,
•43'30 E 626.24 THE FACILITY WILL NOT BE STAFFED FULL TIME. IT WILL BE VISITED
NOTE' S17 ne FOR MAINTENANCE APPROXIMATELY ONCE PER MONTH.
EXISTING FLAG POLE TO BE REMOVED State P1° TECHNICIAN MAY PARK NEAR COMPOUND ON TECHNICIAN malick 5 ticherer, PC ,
AND REPLACED WITH NEW 94 GRAY 0006 12 E • � - PARKING AREA.
Consu/ling Engineers-Construction Inspectors-Land Surveyors
UNIPOLE ON 1 ' HIGH CAISSON ABOVE S3 3. NO SANITARY OR WATER FACILITIES ARE REQUIRED.
GROUND LEVEL (95 OVERALL HEIGHT) - " ' 13PC*y„ySpp6�° � ELECTRIC AND TELEPHONE ARE THE ONLY UTILITIES THAT Perryville III Corporate Center
ARE REQUIRED. UTILITY SERVICE WILL BE PROVIDED FROM 53 Frontage Road, Suite 260
• / . � - � " ' � UTILITY POLE AS SHOWN. Hampton, NJ 08827Ph 908.537.300 Fax 908.537.1398
4. NO WATER COURSE OR FLOOD PLAINS WILL BE EFFECTED BY
www.malickandscherer.com
. / • - ' ctlon� 63 � THIS DEVELOPMENT.
5. ACCESS TO THE SITE WILL BE VIA EXISTING HORTONS LANE. °�- NEW y
TRAFFIC IMPACTS WILL BE NEGLIGIBLE, SINCE THE SITE IS UNMANNED. ��% ,. C,cN 0
Lot• Use 6. NO TREES/SHRUBS WILL BE AFFECTED BY THIS CONSTRUCTION. ;; � �'• F��9�
Building B mere° 2 7. NO SITE LIGHTING IS PROPOSED. ¢mac
Com eo� � A�aa�I
150' FALL ZONE Lot Ar pc -a 8. THE CONTRACTOR SHALL ASIDE BY ALL CURRENT LOCAL, },� °�TLx,
A 10 STATE, AND NATIONAL CODES THAT ARE APPLICABLE. w
6'g4++- 'Sq. Ft �• �o 9. THE CONTRACTOR SHALL COORDINATE WITH UTILITY GLENN;J SCHERER
� 4$� � NY PROFESSIONAL't.,G1NEER�A1l,5376`
.
•� COMPANIES AND MEET ALL CURRENT UTILITY COMPANY ' �,... , ,��
/ O
REQUIREMENTS AND SPECIFICATIONS. IT IS AVIOLATION OF THE LAW FOR`rANY PERSON,
N ` 10. NO CHANGE IN EXISTING DRAINAGE PATTERNS WILL UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
g RESULT FROM THIS PROPOSAL. ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.
� � (6) AT&T PANEL Building A -o
• ANTENNAS INSTALLED SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
•1 11. NO TRASH DISPOSAL IS REQUIRED IN CONNECTION WITH
z WITHIN TOP TWO RF COMPATIBLE
THE PROPOSED INSTALLATION. APPLICANT:
CYLINDERS OF PROPOSED UNIPOLE
1
�• GPS DEVICE ATTACHED Building c 2 SITE PLAN NOTES m�
TO NEW UNIPOLE o
SEE DETAIL 3/A03 11x17 SCALE: NTS 22x34 SCALE: NTS
M a•g
zo
v � 4
o BRICK PLANTER AT BASE OF LI District REQUIRED EXISTING PROPOSED = * W '*
CS ` FLAG POLE TO BE RESTORED o ., _ -...
o CD / AFTER INSTALLATION 74 1 �_ . .....
OF PROPOSED UNIPOLE) Min Lot Size 40,000 S 02,481 SF No Chane
' 9 ' , U� g
Building D 7j O CONTRACTOR SHALL CONTACT Mas PRIOR TO ORDERING
• • MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
Min Lot Width 100 351 .93 No Change THAT THEY HAVE THE LATEST REVISION OF THE
CD (� Building E ! 1 � aCONSTRUCTION DOCUMENTS.
O
Q_ N ' Q' Offs°° I J ' M 1 n ' •
ZOg. S,d,,,k cBk> o. , o Lot Depth 150 403.66 No Change 13 PLANNER COMMENTS 04/02/15 LM
o �"'`j ••: OCO
AT&T CABLING TRENCHED UNDERGROUND WITHIN s ,,� Min Front Yard 100' 69.0' 296'2, (F) 12 UNIPOLE HEIGHT 04/01/15
(8) 6 PVC SLEEVES FROM EQUIPMENT ROOM TO 25 7.9 (G) CHANGE LM
UNIPOLE. SAW CUT ASPHALT PARKING LOT AS
REQUIRED. REPAIR PARKING LOT TO MATCH 209.0' (F) 11 CLIENT COMMENTS 07/18/14 SK
EXISTING CONDITIONS, SEE DETAIL 1/A03 AND peed Min Side Yard 20' 30.02'
129.0 G
Property Line 1 NOTE BELOW - � �61 .23 ( ) ISSUED FOR
TECHNICIAN Pune 10 CONSTRUCTION 07/10/14 CA
;� ate Deed Min Both Side >
PARKING SPOT PROPOSED AT&T DIESEL BACKUP GENERATOR 1 -45"1"" S '4D W � Yards 40 60.04 627.9
ELECTRIC AND TELCO CONDUITS ATTACHED TO PROPOSED CONCRETE PAD , - " ' N3 N 19"22 245.9' F g ATTORNEY 07/01/14 TC
SEE DETAIL 6 AO3 �` - � )
COMMENTS
TRENCHED UNDERGROUND FROM 12 P. � .. ` / a) Distance From Unipole to Existing Min Rear Yard 70 50.76 267.4, (G)
R T EQUIPMENT ROOM IN I I I I CO
SOURCE 0 ATTORNEY
BUILDING E. SAW CUT ASPHALT AT&T 300 S.F. EQUIPMENT Structures on PropertyCOMM NTS
08 05/22/14 LM
PARKING LOT AS REQUIRED. ROOM IN BUILDING E. UTILIZING Building A: 308.2' Min Landscaped 25% 15% No Change
REPAIF, PARKING LOT TO MATCH i N a,k UNITS 703, 704 ,771 AND 772 co Building B: 144.8 NO. ISSUE OR REVISION DATE BY
EXISTING CONDITIONS I SEE DETAIL 1/AO4 c6 Max Lot
SEE DETAIL 2/AO3 AND NOTE #2 �'°°"O'k € t Building C: 199.1 ' Coverage
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92 +/— AGL U (3) AT&T PANEL ANTENNAS INSTALLED Hampton, NJ 08827
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NO. QTY. SECTOR COAX LENGTH ATTACHED TO PROPOSED EQUIPMENT ROOM TO UNIPOLE. SAW CUT ASPHALT 1040-B HORTONS LANE
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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J CEILING RUNNER 8 05/22/14 LM
q (CORROSION RESISTANT STEEL) COMMENTS
I I 7 CLIENT COMMENTS 05/06/14 LL
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Existing Sheet TTHERMA FIBER INSULATION BETWEEN STUDS DISTRICT: 1000 SECTION: 63
(1 ) FLOOR MOUNTED CARRIER HVAC HVAC DUCT WORK Metal Wall BLOCK: 1 LOT: 10
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11x17 SCALE: 1/4"= 1'-0" 22x34 SCALE: 1/2" = V-0" 11x17 SCALE: NTS 22x34 SCALE: NTS A04 7 of 14
NOTES:
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W/ ACCOMPANYING HARDWARE ConsuitingEngineers-construction Inspectors-Land surveyors
PART# All-2-5- 18-1-06- 1144 Perryville III Corporate Center
53 Frontage Road, Suite 260
PROPOSED 4'X1 '. 2 BULB LIGHT Hampton, NJ 08827
FIXTURE ATTACHED TO HORIZONTAL Ph 908.537.1300 Fax 908.537.1398
UNISTRUT SUPPORTS (TYP.) it-6" www.malickandscherer.com
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GLENN J.SCHER�R ,,
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IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
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9 ATTORNEY 07/01/14 TC
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DRAWING TITLE:
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ATTORNEY
660 [26-] EOR 01/2" ANCHOR 0 906 [35.7"] (COMMENTS 07/01/14 TC
NOTE 16 NGAPV FUEL INLET TYP ��� PUCE 4LT 9 T FRAME MOUNTING
760 C3091 CENTERS 8 ATTORNEY 05/22/14 LM
LPL. FUEL INLET 1015.7 [40"] COMMENTS
1267 [49.9-3 FRAME WIDTH
CENTER SOF GRAVITY 7 CLIENT COMMENTS 05/06/14 LL
2360 [92.9"] REAR VEW
FRAME LENGTH
NO. ISSUE OR REVISION DATE BY
LE" ME VW
PROJECT TITLE:
NOTES:
CONSTRUCTION DOCUMENTS
1 . THE LEFT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE. 11 . SEE SPEC SHEET FOR DUCT REMOVAL. REMOVAL OF FRONT SITE #: LI-1025
DUCT WILL PROVIDE ACCESS TO MUFFLER.
2. 10 AMP BATTERY CHARGER INCLUDED WITH GENERATOR. _ SITE ADDRESS:
12. 120VAC ENGINE BLOCK HEATER.
3. CONNECTION POINTS FOR CONTROL WIRES. o �� 1040-B HORTONS LANE
fV P
BOTTOM OF LOW VOLTAGE CUSTOMER CONNECTION BOX HAS 13.
MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST SEE SPEC ,� Q L= SOUTHOLD NY 11971
KNOCKOUTS FOR 1 /2" & 3/4" CONDUIT FITTINGS. SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. ° "nom DISTRICT: 1000 SECTION: 63
4. GENERATOR MUST BE GROUNDED. 14. MUST ALLOW FREE FLOW OF INTAKE AIR. SEE SPEC SHEET FOR MINIMUM BLOCK: 1 LOT: 10
AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. -- ZONE: LI- LIGHT INDUSTRIAL
5. 12 VOLT NEGATIVE GROUND SYSTEM.
15. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE M&S PROJECT #: 14BECO01
6. OPTIONAL REMOTE EMERGENCY STOP SHIPPED LOOSE WITH GENERATOR. THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE
CODES, STANDARDS, AND REGULATIONS. APP-ROVED B
7. MAIN LINE CIRCUIT BREAKER MLCB , AC LOAD LEAD CONNECTION AND SCALE: AS NOTED DATE: 01/21/10
, PL/�I��111�G BOARD
AUXILIARY 120 240V CONNECTION. 16.ENGINE SERVICE CONNNECTIONS:
/ FUEL INLET NG/LPV = 1 - 1/4" NPT COUPLING TOWN OF SOUTHOLD DRAWN BY: GCE CHECKED BY: CCS
8. LEVEL 2A SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR. FUEL INLET LPL - 1/4" NPT COUPLING DATE
WEIGHT DATA INCLUDES WOODEN SHIPPING SKID � � DRAWING TITLE:
9. DOORS MUST BE ABLE TO OPEN 90 DEG. TO BE REMOVED. STEEL ENCLOSED GENERATOR- 1278 KG 2818 LBS -Q
DOORS ARE LOCATED ON THE LEFT SIDE OF THE GENERATOR ONLY. ]
ALUMINUM ENCLOSED GENERATOR- 1141 KG [2515 LBS]
10. 'A' IS THE STUB UP AREA FOR THE MLCB AND NEUTRAL CONNECTION. GENERATOR DETAIL
17. TOTAL HEIGHT OF GENERATOR WITH 211 GALLON DIESEL TANK IS 87F .
DRAWING NO.: PAGE NO.:
1 GENERATOR GENERAC SD050
11x17 SCALE: NTS 22x34 SCALE: NTS A06 9 of 14
COMMSCOPE E15SO9P8001
ALCATEL LUCENT 9442 RRH 700L MHz ALCATEL LUCENT NN-20500-305 UA08. 1 PCS AMPLIFIER w4
REMOTE RADIO HEAD REMOTE RADIO HEAD WEIGHT: 8.8 lbsi w
UMTS NODE B CABINET
WEIGHT: 51 .0 lbs (WITHOUT MOUNTING BRACKETS) RRH 2x60-850 DIMENSIONS: H10.2 xW6.7 xD2.4
Holes
�
DIMENSIONS: H21 .0"xW12.2"xD10.8" (WITH SOLAR SHIELD) WEIGHT: 48.5 lbs WEIGHT: VARIES « "....W .
DIMENSIONS: H18.5"xW11 .22"xD8.86"
DIMENSIONS: H74.0"xW23.6"xD23.6" MalickgzSciierer, F"! '
Consulting Engineers-Construction Inspectors-Land Surveyors
M. .
RRH 2x60-1900 � �a• " Po Perryville III Corporate Center
'J '
WEIGHT: 39.625 lbs
«' - 53 Frontage Road, Suite 260
,M.,
= �`' «�'
�a�It
yyys� Hampton' NJ 08827
• ?;•j t�
DIMENSIONS: H20.08 xW1 1 .22 xD7. 1 ,.a. .._ - -- .. Ph 908.537.1300 Fax 908.537.1398
a' www.malickandscherer.com
► y a 4=„gym.
£ ' COMMSCOPE E15SO9P56
sG` NN',J.SCHERER
PCS AMPLIFIERa _'
2 � aetllte� NY PROFES IONAUENGOEEIR 07676
SSS ° • '',, X ,, ,,;, WEIGHT: 9.3 lbs ' IT IS A VIQLATION 6' THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE`DIRECTION OF A LICENSED
ENGINEER TO ALTER THIS DOCUMENT IN ANY WAY.
DIMENSIONS: H 10.8 xW8.3 xD2.4 SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
e It I s APPLICANT:
YNy£ " .� `.CRY ,a,�:• ?Ero.
�,Y � � `< '^" „'- ':.,.„� :sp - ,. ,S 3 .. •i:ef,•i•,a, vq ro �'.'wo?iw ,x.«.= Y ... u✓^".b`
ws rte. ri.,s'*• _;+« l"
Power connector Y.: r ;`, �, .$ = f CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
g
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12 UNIPOLE HEIGHT 04/01/15 LM
CHANGE
11 CLIENT COMMENTS 07/18/14 SK
COMMSCOPE SBNHH- 9 D65A ALPHA TECHNOLOGIES NEQ15238 COOPER B-LINE TWO-POST ALCATEL LUCENT - - - ISSUED FOR
10
TRI- BAND ANTENNA 24 48V DUAL VOLTAGE POWER SYSTEM EQUIPMENT RACK RRH4X25 WCS ALCATEL LUCENT RRH2X40 07L DE
� REMOTE RADIO HEAD REMOTE RADIO HEAD CONSTRUCTION 07/10/14 CA
WEIGHT: 33.5 lbs WEIGHT: VARIES
19" PANEL MOUNTING 23" PANEL MOUNTING WEIGHT: 31 .5 lbs WEIGHT: 52.9 lbs 9 ATTORNEY 07/01/14 TC
DIMENSIONS: DIMENSIONS: (WITHOUT MOUNTING BRACKETS) (WITHOUT MOUNTING BRACKETS) COMMENTS
DIMENSIONS: H55.0 xW11 .9 xD7. 1 DIMENSIONS: H84.0 xW25.6 xD20.3 'A' = 36$) ft At = 36 -108"
DIMENSIONS: H31 .5"xW12"xD8.7" DIMENSIONS: H24.8"xW1 1 .5"xD6.1 " ATTORNEY
'B' = 20.31 'B' = 24.31 8 COMMENTS 05/22/14 LM
. 'C' = 18.31 " 'C' = 22.31 "
�'• � 'D' = 17.75" 'D' = 21 .75"
ft
7 CLIENT COMMENTS 05/06/14 LL
31
On (184 Onty NO. ISSUE OR REVISION DATE BY
-" �,n% �,, �w� ", ° � .; � :�=���: � - , . y®p �► � PROJECT TITLE:
low"" w r". y f � b«:C, ,' °I y+R.y d d....!`,gs „ ..i a.6 ... s .moi..• ..
!i ~ CONSTRUCTION DOCUMENTS
_ SITE #: LI-1025
SITE ADDRESS:
j j =�� = _. = 1040-B HORTONS LANE
r .. , � PM49j SOUTHOLD, NY 11971
,. °
to
DISTRICT: 1000 SECTION: 63
� .. i _ , ,.a«.."°.'Y..e¢ <° Y .6 . ..' � I '$ `" ., ", `R p. i 3. R' •; € Iuul O = N
n� BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14 E
B C001
SCALE: AS NOTED DATE: 01/21/10
,.
DRAWN BY: GCE CHECKED BY: CCS
Jr
•a"� DRAWING TITLE:
EQUIPMENT
* f - M _ ;0 ,.D SPECIFICATIONS
IG LSs �
1 EQUIPMENT SPECIFICATIONS
Y _ ,
' DRAWING NO.: PAGE NO.:
11x17 SCALE: NTS 22x34 SCALE: NTS ILVIce_ l' - --- ----- M02 11 of 14
LLL" '
TO SOURCE 4 .,
PTC CABINET
Malicld �)cherer,
,
Consu/ting Engineers-Construction/nscectors-Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
POWER Hampton, NJ 08827
PANEL Ph 908.537.1300 Fax 908.537.1398
IN EQUIPMENT www.malickandscherer.com
PROPOSED METER ROOM
ATTACHED TO BUILDING EXTERIOR OF NE
LOCATION TO BE DETERMINED w Y
BY BUILDING ELECTRICIAN
1,31:ANN 4,,SCHER,ER
NY PROFS ZONAL ENGINEE #075376
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
PROPOSED 200A DISCONNECT UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
W/ (2) 200A FUSESENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.
ATTACHED TO BUILDING EXTERIOR—JI2" EMT SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
LOCATION TO BE DETERMINED BY ♦� 1— 4/GNB APPLICANT:
BUILDING ELECTRICIAN
at ,
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12 UNIPOLE HEIGHT 04/01/15 LM
CHANGE
NOTES:
1 . WORK WITH SHEETS A01 & A02 FOR ROUTING OF CONDUITS. 11 CLIENT COMMENTS 07/18/14 SK
2. CONTRACTOR IS TO VERIFY SERVICE CONNECTION METHOD, LOCATION
AND MATERIAL WITH UTILITY COMPANY. 10 ISSUED FOR
THIS WILL OCCUR PRIOR TO THE START OF ANY ELECTRICAL WORK. CONSTRUCTION 07/10/14 CA
9 ATTORNEY 07/01/14 TC
COMMENTS
8 ATTORNEY 05/22/14 LM
COMMENTS
ELECTRICAL NOTES: 7 CLIENT COMMENTS 05/06/14 LL
CONTRACTOR IS TO VERIFY SERVICE CONNECTION METHOD, LOCATION AND MATERIAL WITH ELECTRIC
COMPANY. THIS WILL OCCUR PRIOR TO THE START OF ANY ELECTRICAL WORK. NO. ISSUE OR REVISION DATE BY
ALL ELECTRICAL WORK WILL CONFORM TO THE NATIONAL ELECTRICAL CODE, THE ELECTRICAL CODE FOR
THE STATE OF NEW YORK AND ALL NATIONAL AND LOCAL FIRE SAFETY AND BUILDING CODES. PROJECT TITLE:
CONTRACTOR IS TO PROVIDE ALL ASSOCIATED MATERIAL ie. STRAPS, CONNECTORS, CRIMPS etc. FOR A CONSTRUCTION DOCUMENTS
COMPLETE AND OPERATIONAL ELECTRICAL PROJECT.
CONTRACTOR IS TO COORDINATE ALL OF HIS WORK TO MINIMIZE THE DISTURBANCE TO THE EXISTING SITE #: LI-1025
BUILDING OCCUPANTS, WORKERS OR ACCESS REQUIRED BY THE GENERAL PUBLIC OR MAINTENANCE PERSONNEL. C�
SITE ADDRESS:
ANY DISRUPTION OF THE EXISTING ELECTRICAL SERVICE MUST BE COORDINATED WITH THE CONSTRUCTION 1040-B HORTONS LANE
COORDINATOR AND THE BUILDING CONTACT PERSON. N p SOUTHOLD, NY 11971
-
ANY DISRUPTION OF THE EXISTING BUILDING CONDITIONS SHALL BE RETURNED TO THERE PREVIOUS CONDITION OR BETTER. Of ,
DISTRICT: 1000 SECTION: 63
VERTICAL RUNS OF CONDUIT MUST BE SUPPORTED AT INTERVALS AS REQUIRED BY APPLICABLE CODES. INSTALL BLOCK: 1 LOT: 10
ALL REQUIRED PULL BOXES AND UTILIZE APPROPRIATE WIRE HANGING FITTINGS AND HARDWARE. ZONE: LI- LIGHT INDUSTRIAL
CONTRACTOR IS TO PERMANENTLY SUPPLY AND FASTEN NAMEPLATES TO DESIGNATE VOLTAGE, NAME AND EQUIPMENT FED M&S PROJECT #: 14BECO01
FROM.
APP-ROVED BY SCALE: AS NOTED DATE: 01/21/10
ALL CUTTING AND PATCHING OF WALLS AND MASONRY REQUIRED FOR THE INSTALLTION OF ELECTRICAL
HARDWARE SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. PLANNING 130AR-D
TOWN OF SOUTHOLD DRAWN BY: GCE CHECKED BY: CCS
PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE FIRE PROOF TO RESTORE ORIGINAL RATING. DATE � �- odd f' DRAWING TITLE:
ELECTRICAL DETAILS
1 ELECTRICAL SCHEMATIC RISER DIAGRAM DRAWING NO.: PAGE NO.:
11x17 SCALE: NTS 22x34 SCALE: NTS E01 12 of 14
N y
w,.„;;;,;say✓•
COAX GROUND BAR COAX GROUND BAR COAX GROUND BAR
0 SECTOR "C” 10 SECTOR "B" 0 SECTOR "A"
f
01 Malick B Scherer,
FRICTION ACCESS COVER
1 consulting Engineers-Construction Inspectors-Land Surveyors
Perryville III Corporate Center
CN 53 Frontage Road, Suite 260
GENERATOR COAX GROUND BAR GPS DEVICE Ph 9Q8.537 Hampton, NJ(08827
AT TOP OF UNIPOLE Exlstln Grade 300 Fax 908.537.1398
Exlsting Surface
www.malickandscherer.com
811 PVC PIPE
c y�
COAX GROUND BAR to
AT BOTTOM OF UNIPOLE ` ` �L
CADWELD CONNECTION CADWELD CONNECTION
�` �`U
GLENNJ,.:SCHERER
NY PROFESSIONAL'S' GIN7E��k#6753 6
r .a_` ''.
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
PROVIDE A SLOT GROUND RING UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.
IN THE PVC SLEEVE SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
TO ACCOMODATE THE
EXTERIOR GROUND RING APPLICANT:
GROUND BAR
GROUND ROD 5/8 " DIA.
8' LONG
(TYP FOR 2) APPROVED BY
6 AW G
PLANNING BOARD
R TOWN OF SOUTHOLD
GROUND OD p
(TYP FOR 2) ELECTRIC EQUIPMENT EQUIPMENT DATEdµ; .
PANEL CABINETS RACKS A - '
lR�,_ C CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
#6AWG G MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
ND & TELCO � ) THAT THEY HAVE THE LATEST REVISION OF THE
CONDUIT DOOR DOOR CONSTRUCTION DOCUMENTS.
BOND FRAME INTERIOR 12 UNIPOLE HEIGHT 04/01/15 LM
#6AWG GROUND 2 GROUND ROD CHANGE
CABLE INTERIOR • BAR 11x17 SCALE: NTS 22x34 SCALE: NTS 11 CLIENT COMMENTS 07/18/14 SK
LADDER COAX FEED HVAC
TRAY THRU. 10 ISSUED FOR 07/10/14 CA
#6AWG CONSTRUCTION
MISC. T1 SURGE GND BAR AT ATTORNEY
METAL ARRESTOR TELCO BACK DOUBLE CRIMP 9 COMMENTS 07/01/14 TC
OBJECTS BOARD CONNECTION EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR
SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END 8 ATTORNEY 05/22/14 LM
INTERIOR 2 THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. COMMENTS
GROUND 0 3 SECTION "P" — SURGE PROTECTORS
#6AWG � et CABLE ENTRY PORTS (HATCH PLATES) (2 AWG) 7 CLIENT COMMENTS 05/06/14 LL
m t "2 5 GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG)
I 0 0 4 TELCO GROUND BAR (2 AWG) NO. ISSUE OR REVISION DATE BY
oCOMMERCIAL POWER COMMON NEUTRAL GROUND BOND 2 AWG
A " +24V POWER SUPPLY RETURN BAR 2 AWG ( ,
3 —48V POWER SUPPLY RETURN BAR 2 AWG PROJECT TITLE:
' 4" EXOTHERMIC
RECTIFIER FRAMES.
WELD COAX SUPPRESSION CONSTRUCTION DOCUMENTS
NOTE: " "
SITE GROUNDING MUST CONFORM TO SECTION A — SURGE ABSORBERS SITE #: LI-1025
WNS IMPLEMENTATION STANDARDS NEWTON INSTRUMENT COMPANY INC. INTERIOR GROUND RING
TECHNICAL SPECIFICATIONS FOR BASE BUTNER, N.C. OR APPROVED EQUAL EXTERNAL EARTH GROUND FIELD BURIED GROUND RING �] SITE ADDRESS:
STATION GROUNDING AND TVSS ( 1040-B HORTONS LANE
VERS. 1 .1 6/30/04,. DESCRIPTION 2 AWG METALLIC COLD WATER PIPE (IF AVAILABLE Nm SOUTHOLD, NY 11971
C J N0. REQ. PART N0. 2 AWG BUILDING STEEL (IF AVAILABLE) 2 AWG)
1 lc
1 4"x4"x30" SOLID GND. BAR ( R
O / " " DISTRICT: 1000 SECTION: 63
SECTION I — ISOLATED GROUND ZONE c� t��
02 2 A-6056 WALL MTG. BRKT. BLOCK: 1 LOT: 10
ALL COMMUNICATIONS EQUIPMENT FRAMES. ZONE: LI- LIGHT INDUSTRIAL
U3 2 3061 -4 INSULATORS ISOLATED GROUND BAR — IGB (2 AWG) -�
4 4 3012- 1 5/8"- 1 1 x 1 " H.H.C.S. DETAIL NOTES: M&S PROJECT #: 14BECO01
Q 4 3015-8 5/8 LOCKWASHER 1 . EXOTHERMICALLY WELD 2 AWG BARE TINNED SOPP
LID COPPER SCALE: AS NOTED DATE: 01/21/10
CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED
(RGB) REFERENCE GROUND BAR — DETAIL. GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. DRAWN BY: GCE CHECKED BY: CCS
2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN DRAWING TITLE:
EACH SECTION AND LABEL EACH SECTION ("P", "A", "I")
WITH 1 " HIGH LETTERS.
ELECTRICAL DETAILS
DRAWING NO.: PAGE NO.:
1 GROUND SCHEMATIC 1170 GROUND BAR DETAIL
11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS T22x34 SCALE: NTS E02 13 of 14
T&B CO. "TY—RAP", 2 AWG GREEN
CAT, ##TC376 STANDOFF INSULATED STRANDED
BRACKET OR COPPER WIRE
"
2NG).
NTERIOR GROUND r
EQUIVALENT. 2 —0 ON :. . ;.�CENTER MAXIMUM . ' , k°.�
SPACING.
h . $'
K
2 AWG GREEN INSULATED STRANDED IN R O�TDOOR ANTENNA CABLES (TYP)COPP
RING). KIT ER WIRE. INTERIOR GROUND CABLE GROUNDING
(TYP) Mclickbticherer, P", C ,
WALL OR ROOF SEE
T&B CO. "C—TAP", CAT, T&B CO. "TY—RAP", CAT, DETAIL 1139) Consulting Engineers-Construction Inspectors-Land Surveyors
##54730 CRIMP TYPE TC376 STAND—OFF BRACKET AS REQ'D Perryville III Corporate Center
PARALLEL TAP OR OR EQUIVALENT. 2'-0" ON
53 Frontage Road, Suite 260
EQUIVALENT, CENTER MAXIMUM SPACING. Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
T&B CO. "TY—RAP" RADIUS SHOULD .`�6 AWG (TYP) www.malickandscherer.com
CAT, ##TY25M CABLE NOT BE LESS _
TIE OR EQUIVALENT, THAN 8 IN. "TY—RAP" RF SURGE DRIP LOOPS of NEW
2 AWG TINNED o T&B CO. , ARRESTOR �' ANDREW (OR SIMILAR) �`�' ��c yo
BURNDY TYPE KS23 CAT, TY25M CABLE TIE F -
SPLIT—BOLT CONNECTOR OR EQUIVALENT, (TYP) MULTIPLE ENTRANCE
SOLI A
COPPER WIRE WALL/ROOF FEED THRUM
OR EQUIVALENT,
SOLID TO SOLID MUST DIRECTION OF BOND ASSEMBLY
G'LE N J. CHEREk
BE SPLIT BOLT, TO TURN TO GROUND BAR
LUG CLOSURE PLATE NY PROFESSIONAL EN61N'960753 6
BAR COPPER TO GROUND BAR
SHORTEST DISTANCE Q� SEE DETAIL IT IS A VIOLATION OF THE LAW FOR ANYPERSON
TO HATCHPLATE. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
� 6 AWG GREEN 1170) GROUND BAR NEWTON
INSULATED INSTRUMENT CO ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.
STRANDED COPPER INSULATED GROUND SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
WIRE. (UNIT BOND). INSULATED GROUND BAR (COPPER) APPLICANT:
BAR (COPPER) (SEE DETAIL 1170)
� (SEE DETAIL 1429
2 AWG SOLID TINNED
BCW TO GROUND RING '
JE
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
HALO NON DIRECTIONAL CORNER CONNECTION DETAIL 2 HALO GROUND RING WALL SUPPORT AND C TAP DETAILEXTERIOR ANTENNA CABLE GROUNDING AT SHELTER COAX ENTRY PORT MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
1 NON-DIRECTIONAL 3 THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS UNIPOLE HEIGHT
12 04/01/15 LM
CHANGE
INTERIOR 11 CLIENT COMMENTS 07/18/14 SK
GROUND
RING (HALO) ISSUED FOR
10 CONSTRUCTION 07/10/14 CA
.1LI
9 ATTORNEY 07/01/14 TC
� COMMENTS
8 ATTORNEY COMMENTS 05/22/14 LM
10000 1 J
1
INTERIORDOUBLE
7 CLIENT COMMENTS 05/06/14 LL
2 AWG, GREEN GROUND CRIMP
NOTE: COPPER STRANDED RING CONNECTION NO. ISSUE OR REVISION DATE BY
" MIN WIRE (INTERIOR c. . .
0000 IF THERE IS LIMITED SPACE 3 MAX GROUND RING) PROJECT TITLE:
ON THE RIGHT SIDE OF THE BARE COPPER
HATCHPLATE, THE ABOVE SETUP
0000 MAY BE MIRRORED AS LONG SEE DETAIL 'Qi. CONSTRUCTION DOCUMENTS
AS THE P SECTION IS 1217 P-"
BELOW THE HATCHPLATE. 10" ± 11/8" aC"i SITE #: LI-1025
0
�Fil, � SITE ADDRESS:
00001COPPER CRIMP n� `� 1040-B HORTONS LANE
INSULATION CONNECTOR T&B '4Q2 0� SOUTHOLD, NY 11971
:
HATCHPLATE i X54740 OR NOTEDISTRICT: 1000 SECTION: 63
APPROVED EQUAL BLOCK: 1 LOT: 10
MOUNT(( CELL REFERENCE GROUND THIS DETAIL IS USED FOR ZONE: LI- LIGHT INDUSTRIAL
AND AR IG�IR�P'� SECTOION WIH HATCHPLATE GE "P" "A" "I" A DOWN CONNECTION TO
OF HATCHPLATE.
AN MGB/RGB. M&S PROJECT #: 14BECO01
EXOTHERMIC WELD AT
THE LOWEST POINT ON--ZAPPROVED BY SCALE: AS NOTED DATE: 01/21/10
THE GROUND BAR. ■
PLANNING aoARD
TO BURIED DRAWN BY: GCE CHECKED BY: CCS
GROUND RING TOWN OF SOUTHOLD
(BGR) DALE DRAWING TITLE:
ELECTRICAL DETAILS
4 CELL REFERENCE GROUND BAR (CRGB) INSTALLATION DETAIL 5 HALO GROUND RING SPLICE DETAIL 6 HALO NON-DIRECTIONAL GROUND RING SPLICE DETAIL DRAWING NO.: PAGE NO.:
11x17 SCAILE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS E03 14 of 14