HomeMy WebLinkAbout43248-Z OA-Z='
o�pSUffot'�CpG Town of Southold 11/20/2019
P.O.Box 1179
0
53095 Main Rd
tifo� �ho�y Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40874 Date: 11/20/2019
THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS
Location of Property: 21855 CR 48, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 96.4-19.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/26/2018 pursuant to which Building Permit No. 43248 dated 11/27/2018
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:
- modify an existing wireless communications facility(AT&T)as applied for.
The certificate is issued to Junge,Arthur
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43248 11/12/2019
PLUMBERS CERTIFICATION DATED /7 N ('� 0
t
0 ' d Signature
SUFEnaK TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD NY
4
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#: 43248 Date: 11/27/2018
Permission is hereby granted to:
Junge, Arthur
6 Tulane Rd
Glen Cove, NY 11542
To: modify an existing wireless communications facility as applied for per Southold Town
Planning Board approval.
At premises located at:
21855 CR 48, Cutchogue
SCTM # 473889
Sec/Block/Lot# 96.-1-19.1
Pursuant to application dated 11/26/2018 and approved by the Building Inspector.
To expire on 5/28/2020.
Fees:
WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00
CO -COMMERCIAL $50.00
Total: $550.00
Building Ins
' SO
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 Osean.devline-town.southold.ny.us
�yC®UNTI,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Arthur Junge
Address. 21855 CR 48 city:Cutchogue st: NY zip: 11935
Budding Permit# 43248 section: 96 Block 1 Lot. 19.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Trius Electric License No: 4291-ME
SITE DETAILS
Office Use Only
Residential Indoor Basement Service Only
Commerical X Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures Combo SD/CO
Other Equipment. DC Power Cabinet, FMB, and a D12
Notes: Modification to Existing Telecommunication Site
Inspector Signature: Date: November 12, 2019
S.Devlin-Cert Electrical Compliance Form.xls
1 aOF SoUI�°lo
* # TOWN OF SOUTHOLD BUILDING- DEPT.
co 765-1802
INSPECTION -
I
FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL U)lyW_ ea.
L [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION
[
] :FIRE RESISTANT CONSTRUCTION - [_ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH), [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ PRE C/O
REMARKS:. t' i
o/
-i KiVI I
ov
-
DATE INSPECTOR
Tectonicy
PRACTICAL f01U110113 IMCEPTlOhhLSLAVICI.
Town of Southold
Building Department
54375 Rte 25
Southold, NY
September 17,2019
RE: PERMIT#:43248
AT&T SITE ID:NYCENY1027
FA#:10106284
f
21855 COUNTY ROAD,CUTCHOGUE, NY 11935 '
SEC/BLOCK/LOT#96.-1-19.1
SIGNOFF LETTER(3C,4C&5C SCOPE)
To Whom It May Concern, I
Tectonic Engineering and Surveying Consultants, P.C. (Tectonic) has performed an inspection from
ground of the recent AT&T wireless communication equipment installation at the above referenced site.
During this inspection,it was found that the AT&T wireless installation was constructed in accordance with the
Construction Drawings dated October 1, 2018, by Tectonic and the Building Code of New York State.
Should you have any questions,plLease do not hesitate to contact us at 845-567-6656.
Sincerely, 'Lw
)F NE
Tectonic P AEtQG
x97219
Craig Buechele, P.E. S�N�\,
Senior Engineer
NOV 202019
-T x
1
Tedtonic Engineering&Surveying Consultants P.C.
1279 Route 300 1 Newburgh,NY 12550 dba,Tectonic Engineering&Surveying Consultants P.C.
845.567.6656 Tel 1 845.567.8703 Fax 70 Pleasant Hill Road,PO Box 37 1 Mounlainvllle,NY 10953
teclonicengineering.com
Equal Opportunity Employer
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex of So P.O.Box 1179
54375 State Route 25 ®� ®�® Southold, NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold,NY Telephone: 631765-1938
_hc www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael J. Verity, Chief Building Inspector
From: Heather M. Lanza, AICP, Planning Director
Date: November 8, 2019
Re: Planning Department Report
Cell Tower Upgrade Modification AT&T @ Junge
21855 County Route 48, Cutchogue
SCTM#1000-96.-1-19.1 Zoning District: LI
The Planning Board has found that the requirements of the above-referenced AT&T
modifications and up-grades have been completed based on the site inspection made
October 30, 2019. The improvements are in compliance with the General Requirements
of§280-70 and the Planning Department report dated November 20, 2018; therefore,
we recommend a Certificate of Occupancy be issued for this application.
Thank you for your cooperation.
' NOV - 8 2019
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
-..................................
'FOUNDATION (2ND) �, � •
C*
ROUGH FRAMING&
PLUMBING
y
471
a
INSULATION PER N,.Y-. y
STATE ENERGY CODE
FINAL
ADDIT19NA4 COMMENTS
Kkec 45150 i
a cjels c- . SSS'
I rn'
d
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- H
TOWN OF SOUTHQLD 'i BUILDING PERMIT APPLICATION CHECKLIST
BUILDING 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
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20o , Single&Separate
r2 G\7\DL
` "� � Truss Identification Form
(Y �1 Storm-Water Assessment Form
OCT - 4 2010 contact:J9PF)1$P Lai l :mc
Approved ,20 Mail to: SM N bVUck.4alt9i 1 •6 7 aZ
Disapproved a/c `°IJruDINTG-DERM J751A (A
..._rLID
C�r��G _ V
Phon
Expiration ,20
ing Inspector
APPLICATION FOR BUILDING PERMIT
Date , 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 by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
AIEW G1 k oL,o,� lli w,ss 65, Lac
(Signature of applicant or name,if a_,==XRtan)
(Mailing address of applicant)
State ther applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises AkNox Y.
LLC (As on the tax roll or latest deed)
applica t Vcaeien, signature of duly authorized officer
(Name d title oftorpolite officer)
Builders License No.
Plumbers License No. /V
Electricians License No.
Other Trade's License No.
1. Location of land on which roposed work will be done: /,
a l sJ" � 4) �� � c OTC 19
House Number Street j Hamlet
County Tax Map No. 1000 Section J 6 Block / Lot �'''
Subdivision 1 ; Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 64 AltP.(l b1¢ Pe CIL 0 rj �ilj, alfy
b. Intended use and occupancy A66 I�L �/ V'"1MCO D"T
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost W a LT� 06 d Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units /"A�)A Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of usr4MdrydG�h�+) c2c��l�
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of StoriesxlITle✓l� /6 J.,r /VIdX64P06
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories„ A) ft13t/MI
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories S/ t4F k A 3JVt ;,
9. Size of lot: Front 1'V'i Rear Depth
10. Date of Purchase6 �d Name of Former Owner r4� "dt�� �6h# (m/
11. Zone or use district in which premises are situated �J4 97^
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO ',,/Will excess fill be removed from premises? YES NO ✓
&110A
rmss g 0.!��f cJl'a4 xP-14. Names of Owner of premisesV Address C07--064 Of: it Y3S Phone No. 663" -
Name of Architect gUdAfic tr GN-,-FA Addres4A1%•rWi1+Wo'1P.4Phone No J"t- "C7
Name of Contractor iONA0.4 66MM• CAA , AddressA AiMa�tom/ *• Phone No. YS- 67-Ino
1, d AckPANSA(.4 WT6.16®6
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BFxREQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO ,,//
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW V-ef £) I
SS:
COUNTY 0100 1
e being duly sworn, deposes and says that(s)he is the applicant
(Name ir�dividt&l signing contract) above named,
(S)He is the
( o tractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application ar, ,O, q„t,9/the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the appliof floc 'Lr�with.
tel••
Sworn to before me this Z Q: 0 ojpRY '
f day of �0-
PUSOG
2 20 2• �C, �`
Notary Public "111111"6 0F N��l����`� Signature oZ4plicant
NbI
4�
4 ,�0�EfQ��.CO` BUILDING DEPARTMENT-Electrical Inspector
��o liy TOWN OF SOUTHOLD
N:� z Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Tele hdhW 631 765=1802 FAX 631 765=9502
geri-ftsoutholdtownnv ay-_Mnd@southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required)
Company Name: I 'vS
Name:
License No.: MF_ 14 email:
Address: - -
Phone No.: 516;L223—1Qf23
JOB SITE INFORMATION (Ali information Required)
Name: o `! e.
Address:
Cross Street:
Phone No.:
Bldg.Permit#: email: 'qh'��
Tax Map District: - 1000 Section:- Block: Lot: ,
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
M D/1 �1Cil1� -��'CDnrncl�,ir7rvi f"�-�__
Circle All That Apply:
Is job ready for inspection?: / NO Rough In lna
Do you need a Temp Certificate?: YES Jjg) Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground-Overhead
#Underground Laterals 1 2 H Frame Pale Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
� VV' 91
Request for Inspection Forrn. s
oF sovTy®l
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 aQ
l�COW T`1,�
BUILDING DEPARTMENT
November 8, 2019 TOWN OF SOUTHOLD
Shore 2 Shore Wireless Inc.
5550 Herrick Road, Suite 302
Massapequa, New York 11758
RE: Auther Junge (AT & T), 21855 CR 48, Cutchogue_
Certification required for installation by your engineer or architect
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
X, Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802)
A fee of$50.00.
Final Survey with Health Department Approval.
Plumbers Solder Certificate or Pex Affidavit
��// Trustees Certificate of Compliance. (Town Trustees # 765-1892)
/� Final Planning Board Approval. (Planning # 765-1938) 4e-'CV
Final Fire Inspection from Fire Marshall. (631-765-1802)
Final Landmark Preservation approval.
Final Elevation Certificate required.
Final Storm Water Runoff Approval from Town Engineer
Spray Foam Insulation certification from a NYS licensed architect or
Engineer
BUILDING PERMIT: 43248-Z wireless
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex 0f S0P.O.Box 1179
54375 State Route 25 �o�� yQIO Southold, NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold,NY Telephone: 631765-1938
CA www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
October 22, 2018
Mr. Richard L. Edwards
d/b/a CityScape Consultants, Inc.
7050 Palmetto Park,Road
Boca Raton, FL 33433
Re: Wireless Modifications: New Cingular at Junge
Located at 21855 CR 48, Cutchogue, NY 11935
SCTM#1000-96-1-19.1
Dear Mr. Edwards:
The Planning Department is in receipt of an application to modify and/or up-grade equipment
at an existing.wireless facility. Pursuant to §280-74(A)(4) of the Southold Town Code, the
Planning Department is seeking to provide-'a brief report to the Building Department
concerning the proposed wireless communications up-grades and whether or not this
application warrants full Site Plan review.
Please provide an estimate for the cost of your consulting services to determine whether the
application meets the General Requirements in the Southold Town Code for maximum
permissible exposure. Should the Planning Board approve your estimate, a purchase order
will be provided authorizing this application's review to begin.
Please, do not start any review until you are authorized to do so in writing.
If you have any questions or comments, please contact me.
Respectfully,
(S. tl�t ►
Brian Cummings
Planner
1
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex �QF S0(�jy P.O. Box 1179
54375 State Route 25 ��� Ol0 Southold, NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold, NY �[ l� Telephone: 631765-1938
www.southoldtownny.gov
�yCouru�,��'
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
October 23, 2018
M'r. Richard'L. E8wards
d/b/a CityScape;Consultants, Inc.
7050 Palmetto Park Road
Boca Raton,"FL -33433
Re: Wireless Modifications: New Cingular at Junge
Located at 21855 CR 48, Cutchogue, NY 11935
SCTM#1000-96-1-19.1
Dear Mr. Edwards:
The Planning Board has authorized your scope of services in connection with the
above. This letter will authorize you to proceed with the consulting work as outlined in
the Agreement.
Enclosed is the approved Purchase Order#32706, $8,500.00, with amount not to be
exceeded. Any work beyond this amount must be authorized in writing prior to being
started. Also enclosed for your convenience is a Southold Town Voucher Form for your
use with each invoice submitted to this department.
The application materials can be viewed by following these directions:
1. Go to the Town of Southold website www.southoldtownny.clov;
2. Click on Town Records/Weblink/Laserfiche Icon;
3. Click on the Planning Department folder;
4. Click on Site Plans;
5. Click on Pre-Submission;
6. Click on the SCTM# (tax map#) of the application, 1000-96-1-19.1
If you have any questions, please contact me directly at 631-765-1938 between 8:00
a.m. and 4:00 p.m.
Respectfully, `
Brian Cummings, Planner
Encls.
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex ;'Of so P.O. Box 1179
54375 State Route 25 ®� Southold, NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold, NY a 3 Telephone: 631 765-1938
www.southoldtownuy.gov
cm
�c®U ,�
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael J. Verity, Chief Building Inspector
From: Heather M. Lanza, AICP, Planning Director
Date: November 20, 2018
Re: Planning Department Report
New Cingular Wireless at Junge
SCTM#1000-96.-1-19.1
21855 County Road 48, Cutchogue
As an addendum to the attached SPUD, the Planning Department has conducted a
review of the proposed modifications pursuant to §280-74 B.(2), and has received a
report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report).
We have the following recommendations for this application:
1. The proposed modifications and up-grades are in compliance with the General
Requirements of§280-70, therefore, we recommend a Building Permit be issued
for this application in accordance with the Structural Analysis Report, dated July
19, 2018;
2. The Building Permit must state the following:
a. All new vertical feed lines/cables shall be installed inside the monopole
structure;
b. All feed line access ports shall be sealed to prevent access by any birds or
other wildlife;
c. The facility shall remain secured and protected from unauthorized
personnel.
Thank you for your cooperation.
Town of Southold CKYSCOOPS
c. oNsu ,. rANrs , , Nc .
Telecommunications Site Review 7050 W.Palmetto Park Road#15-652
Upgrade Application Boca Raton,FL 33433-3483
Tel:877 438 2851 Fax:877 220 4593
October 29, 2018b�
��t�L,cncti�.r
Mr.Brian Cummings r� �(�
Planner l �� u
Town Hall Annex Building 2018
53095 Route 25
nFlannuthoing
Southold,New York 11971 !d Tov�n
Board
RE: Town of Southold /SCTM#1000-96-1-19.1
New Cingular Wireless PCS,LLC/NYCENY1027/Cutchogue
Dear Mr. Cummings,
At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc.
("CityScape") in its capacity as telecommunications consultant for the County,has considered the
merits of the above referenced application submitted by New Cingular Wireless PCS, LLC d/b/a/
AT&T ("Applicant") to modify and upgrade their equipment on an existing one hundred eight
foot, eleven inch (108' 11") monopole tower, owned by Crown Communications. There are
antennas mounted at the top of the tower that raise the overall height to one hundred twelve feet,
six inches (112' 6"). The tower is located at 21855 Country Road 48, Cutchogue, New York, see
Figure 1.
Support Structure&Equipment
Currently, the Applicant has nine (9) panel antennas, six (6) RRHs and a (1) surge
suppressor at the seventy (70) foot level, see Appendix, Exhibit A. It is proposed to replace all
antennas, replace three (3)RRHs, add six (6)RRHs and add a second surge suppressor. One (1)
new fiber and two (2) new DC power cables will be added. The new antenna configuration is
depicted in Appendix, Exhibit B. All changes to the ground compound will be confined to the
existing concrete pad.
Structural Analysis
The Applicant submitted a structural analysis,prepared by Black&Veatch, dated July 19,
2018 and based on ANSI/EIA/TIA-222-G, Category C and Class II standards. The report
summary indicates that with the upgrades, the tower is still within its design limits, see Appendix,
Exhibit C. The report is only a summary and does not provide the new loading percentage.
CityScape notes that the previous (2015) analysis indicated the tower was loaded to 83% which
should accommodate the proposed changes.
Town of Southold/SCTM#1000-96-1-19.1
New Cingular Wireless PCS,LLC/NYCENY1027 ckysmrm
Page caNsu1. r A NI s , i \ c
FCC Compliance
The Applicant provided documentation stating it will comply with the FCC's Rules
regarding interference to other radio services and safeguards to human exposure of radio frequency
energy in previous applications.
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:
All new vertical feedlines shall be installed within the monopole structure and all access
ports sealed to prevent wildlife intrusion.
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,
J
Jonathan N. Edwards, P.E.
CityScape Consultants, Inc.
Town of Southold/SCTM#1000-96-1-19.1
New Cingular Wireless PCS,LLC/NYCENY1027 cRyscaps
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PER 37Z -R, ;$Ef CETKi,
ON -X#S- P"FE (np 0.- 3
P SmroR) iSEE DMML 21AO5)
Exhibit B —Proposed Antenna Configuration
Color Legend
New Equipment
Existing Equipment
El Replaced Equipment
Town of Southold/SCTM#1000-96-1-19.1 It
New Cingular Wireless PCS,LLC/NYCENY1027 pe
Pagel c o ' S u r. TA N T S , s ,N C
Date: July 18,2018 a BLACK WA 4,H
8a ding a world ofdlfferonror
Amarula Brown 8&V NOW York LLP
Crown Castle 489 Fifth Avenue 8& 12 Float
35313 Toringdon Way Suite 300 Now York,NY 10017
Charlotte,NC 28277 (913)458-0145
Subject: Structural Analysis Report.
Carrier Designations AT&T 41obllity Co-Locate
Carrier Site Number: NYCENY1027
Carrier Site Name: Cutchcgue
Crown Cestla Designation., Crown Castle HU Number: 800579
crown Castle Slte Name* NY CUI'CI IOGUE
958280
Crown Castle J05 Job Number: 510678
Crown Castle Work Order Number: 1597851
Crown Castle Order Number: 410310 ROV.0
Engineering Firrn Designation. BSV New York LLP Project Number: 19,1393
Site Data, 21855 Country Rd,Cutchogue,Suffolk County,NY
Latitude di°1"49,57",Longitude-72,129150,291*
108.25 Foot•Monopole Tower
Dear Amanda Stown,
89V NOW York UP Is pleased to submit this"Structural Analysis Report"to determine the aiructural integrity
of tho above mentioned towor, This analysis has been performed in accordance with the Crown Castle
Sir iclurul'StulamPnt of Work and the tonne of Crown Castle Purchase Order dumber 12 f 3502,In accordance
with order 448310,revision 0.
Thu purpose of the analysis Is to determine acceptability of the touter stress level. Based on our analysis we
have determined the lower stress level far the structure and foundation,under tho following load csaso,to be;
LC7;ExistingrReuerved+Proposed Equipment Sufficient Capacity
NLW Stn Traylr 1$nd TaUb!i for t ie p tppoaa ane )nWng.ro,pnGa.roty.
This Analysis has been performed in accordance Mth the 2015 International Building Code based upon an
uffimate 3-second gust viand spend of 135 mph convened to o nominal 3-second gust wind speed of 105 mph
per section 1609.3.1 as required for use In the TIA-222-G Standard per Excmptlon 45 of Section 1600.1.1.
Exposure Category C veith a maximum topographic factor,Kzt, of 1.0 and Risk Category 41 were used In this
analyala.
We at 8&V Novi Yam LLP appreciate the opportunity of providing our continuing professional services to ytu
and Crown Castle. If you have any questions or need further assistance on this or any Other proiocts please
give us a cull.
Structural analysis ptaparad by:T.Sindliud y• of NE{V�.
Respectfully submitted by,
Patrick J.Davis,P.E. W^ �*t I
Professional Engineer �f�' r" '� �~N;;�;� ,
lnxTawer Repan-owsion 7.0.5.1
Exhibit C— Structural Analysis Summary
�&kb-�
?h,JJL, C
Shore 2 Shore Wireless, Inc. ®CI �08
5550 Merrick Road, Suite 302 Southold Town
g
Massapequa, NY 11758 PlanninBoard
(516) 557-2398 office
October 4, 2018
Town of Southold
53095 Route 25
Southold,New York 11971
ATTN: Brian Cummings—Town Planner
RE: New Cingular Wireless PCS, LLC ("AT&T") Building Permit Application
AT&T site NYCENY1027
Premises: 21855 County Road 48
Cutchogue,NY
SCTM# Section 96,Block 1, Lot 19.1
Mr. Cummings,
Our office represents New Cingular Wireless PCS, LLC (AT&T) with respect to its
Application to modify its existing public utility wireless telecommunication facility at the
subject premises. The proposed modification is part of AT&T's "LTE Upgrade"project
which will allow AT&T to provide better service to the Town of Southold. As shown in
the plans submitted to the Town,the upgrade requires only minor modifications to the
existing facility. With respect to the Building Permit Application, the following are
enclosed in this submittal package;
1) Building Permit Application& Owner's Authorization
2) Four (4) set of signed and sealed construction drawings, prepared by Tectonic
Engineering and dated October 1, 2018, including site plans and elevations
3) One (1) Structural Analysis performed by Black&Veatch and dated July 19, 2018
4) Certificates of Insurance from the contractor Ramapo
5) A check for$8,500 (#2379) as a consultant review Escrow fee.
Thank you for your time on this matter, let me know how to proceed.
ov OK-
Patrick O'Rourke
Site Acquisition Manager on Behalf of AT&T
516-263-8817
connoror@optonline.net
DI Di l-1 ua P')t—
C _ soda 7,11-3 QL"
gyp Pan�,-(_F-Ir'�
VMh119&W*W1ff1Uj
OCT 2098 Consultants, Inc.
7050 West Palmetto Park Road#15-652
Boca Raton,Florida 33433
Southold Town
Planning Board Tel: 877.438-2851 Fax: 877.220-4593
LETTER OF AGREEMENT
October 23, 2018
Heather Lanza, AICP,Planning Director
Town of Southold
53095 Route 25
Southold,New York 11971
Re: Agreement between Town of Southold,New York(Town) and CityScape Consultants,Inc.
(Consultant)
Dear Ms. Lanza,
As per the above referenced Agreement between Town and Consultant, Consultant agrees to provide
a review and analysis for an application to modify and/or upgrade equipment at a wireless
communications facility located at 21855 CR 48, Cutchogue, SCTM #1000-96-1-19.1 for New
Cingular at Junge.
Review services for the Application will be performed at an agreed upon rate of four thousand,
dollars ($4,000). There will be no additional costs of fees associated with the review of this
Application and/or follow-up letters relating to this Application.
Consultant will provide the services as outlined in Exhibit A, Scope of Services, of the Agreement.
Sincerely,
Elizabeth Herington-Smith
Date: July 19, 2018 - BLACK&VEATCH
g Building a World of difference®
Amanda Brown B&V New York LLP
Crown Castle 489 Fifth Avenue 8& 12 Floor
3530 Toringdon Way Suite 300 New York, NY 10017
Charlotte, NC 28277 (913)458-8145
Subject: Structural Analysis Report
Carrier Designation: AT&T Mobility Co-Locate
Carrier Site Number: NYCENY1027
Carrier Site Name: Cutchogue
Crown Castle Designation: Crown Castle BU Number: 806579
Crown Castle Site Name: NY CUTCHOGUE
958280
Crown Castle JDE Job Number: 516678
Crown Castle Work Order Number: 1597851
Crown Castle Order Number: 448310 Rev. 0
Engineering Firm Designation: B&V New York LLP Project Number: 194393
Site Data: 21855 Country Rd, Cutchogue, Suffolk County, NY
Latitude 41* 1'46.57", Longitude-72'29'50.29"
108.25 Foot- Monopole Tower
Dear Amanda Brown,
B&V New York LLP is pleased to submit this "Structural Analysis Report" to determine the structural integrity
of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle
Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1213902, in accordance
with order 448310, revision 0.
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:
LC7: Existing/Reserved + Proposed Equipment Sufficient Capacity
Note:See Table I and Table II for the proposed and existing/reserved loading,respectively.
This analysis has been performed in accordance with the 2015 International Building Code based upon an
ultimate 3-second gust wind speed of 135 mph converted to a nominal 3-second gust wind speed of 105 mph
per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1.
Exposure Category C with a maximum topographic factor, Kzt, of 1.0 and Risk Category II were used in this
analysis.
We at B&V New York LLP 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.
Structural analysis prepared by: T. Sindhuri pF NEW
K J. o y0
Respectfully submitted by: C�
Patrick J. Davis, P.E.
Professional Engineer m
�O 415 k.
AROFES S I0NP�
tnxTower Report-version 7.0.5.1
9/11/2018
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK: STATE OF NEW YORK
---------------------------------------------------------------------------------X
In the Matter of the Application of New Cingular Wireless PCS, LLC
AUTHORIZATION OF OWNER
At the premises:
21855 CourW--Road
Cutchogue,New York 11935
Section 96, Block 1,Lot 19.1
---------------------------------------------------------------------------------X
STATE OF NEW YORK )
) SS..
COUNTY OF SUFFOLK )
Valerie Lasser, being duly sworn, deposes and says:
I am the owner in fee ofthe premises known as Section 96,Block 1,Lot 19.1 (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 may be necessary for
constructing or installing on the Premises such antennas,support structures,and related equipment as
AT&T may require for the establishment of its public utility wireless telecommunication facility. As
such, I will fully cooperate with AT&T and its agents in obtaining any required Approvals.
By: /�W-40�7 pa
C)
67-
Sworn to before me this V day of , 2018
USAL VULPIS
NOTARY PUBLI Notary Public,State of New York
No.01VU6167613
Qualified in Nassau County
Commission Expires June 4,20-d
APPROVED AS NOTI, t &t_
DATF: 2-3— _
Fr-E: , Bl: @ e, ��� ® -
7
NO !F`f BUILDING DEP I DEP AT ��� _
765-1802 8 AM TO 4 PIVi FOR THE S umt-P
FOLLOWING INSPECTIONS: �4 � � �
E1
1. FOUNDATION - TWO REQUIRED � P, y �
L RORIJG OU F�A,�+ONC LT E
PLUMBING SITE NAME: CUTCHOGUE
3. INSULATION CROWN SITE #: 806579
4. FINAL - CONSTRUCTIONMUST
BE COMPLETE FUROR FAA##: 10106284 LTE#: NYL01027 PACE #: MRNYC047181
C.O.C.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THENATIONAL SITE ID: NYC E NY1027
ODES OF N"--\N
YORK STATE. NOT RESPONSIBLE FOR SCOPE. 11 LITE 3C WCS" "LTE 4C-FIRSTNET" & "LITE 5C-850"
DESIGN OR CONSTRUCTION ERRORS. - '
DRAWING INDEX REV. DIRECTIONS PROJECT DESCRIPTION
T01 TITLE SHEET 0 DIRECTIONS FROM AT&T MOBILITY HEADQUARTERS IN BEDMINSTER, NJ MODIFICATION TO EXISTING TELECOMMUNICATION SITE REPLACE (9) AT&T ANTENNAS & (3) RRH
C01 SITE PLAN O UNITS AND INSTALL (6) NEW RRH UNITS & (1) NEW DC6 ON UNIPOLE_ REMOVE (2) EQUIPMENT
HEAD SOUTH, SLIGHT RIGHT ONTO AT&T WAY, MERGE ONTO US-202 S/US-206 S, TURN LEFT ONTO CABINETS AND INSTALL (1) NEW POWER CABINET, (1) NEW FMB & (1) NEW DC12 AT GROUND
A01 PARTIAL SITE PLAN 0 SCHLEY MOUNTAIN RD, TAKE THE INTERSTATE 287 N SLIP ROAD, MERGE ONTO 1-287 N, TAKE EXIT EQUIPMENT LEVEL NO CHANGE IN USE, OR OCCUPANCY
A02 ELEVATION 0 41A FOR INTERSTATE 80 E/SMITH ROAD TOWARDS U S 46/NEW YORK CITY, KEEP LEFT, FOLLOW SIGNS —
A03 EQUIPMENT LAYOUT PLANS 0 FOR 1-80 E/NEW YORK CITY, KEEP LEFT TO CONTINUE TOWARDS 1-80 E, KEEP LEFT AT THE FORK, PROJECT INFORMATION
A04 ANTENNA LAYOUT PLANS 0 FOLLOW SIGNS FOR 1-80 E/PATERSON/NEW YORK AND MERGE ONTO 1-80 E, KEEP LEFT AT THE FORK
A05 EQUIPMENT SPECIFICATIONS & MOUNTING DETAILS 0 TO CONTINUE ON 1-80 EXPRESS E, CONTINUE ONTO 1-95 EXPRESS N, CONTINUE ONTO 1-95 N, SITE ADDRESS 21855 COUNTY ROAD
A06 PLUMBING DIAGRAM 0 PARTIAL TOLL ROAD, ENTERING NEW YORK, KEEP LEFT TO STAY ON 1-95 N, KEEP RIGHT AT THE FORK CUTCHOGUE, NY 11935
A07 NOTES 0 TO CONTINUE ON CROSS BRONX EXPY, FOLLOW SIGNS FOR INTERSTATE 295 S/THROGS NECK BR, PROPERTY OWNER ARTHUR JUNGE
E01 GROUNDING 0 CONTINUE ONTO 1-295 S, PARTIAL TOLL ROAD, TAKE EXIT 8 FOR CROSS IS PKWY S, MERGE ONTO 21855 COUNTRY ROAD
CROSS ISLAND PKWY, TAKE EXIT 30E TO MERGE ONTO 1-495 E/LONG ISLAND EXPY TOWARDS EASTERN SOUTHOLD, NY 11971
LONG ISLAND, TAKE EXIT 73 ON THE LEFT TOWARDS GREEN PORT/ORI ENT/SU FFOLK COUNTY 58, KEEP TOWER OWNER CROWN CASTLE
PROJECT CONTACTS LEFT AND MERGE ONTO OLD COUNTRY RD, AT THE TRAFFIC CIRCLE, TAKE THE 2ND EXIT AND STAY ON 2000 CORPORATE DRIVE
OLD COUNTRY RD, TURN LEFT ONTO NORTHVIL'_E TURNPIKE, TURN RIGHT ONTO SOUND AVE, CONTINUE CANONSBURG, PA 15317
NAME COMPANY NUMBER STRAIGHT ONTO MIDDLE RD, MAKE A U—TURN AT COX LN, DESTINATION WILL BE ON THE RIGHT APPLICANT NEW CINGULAR WIRELESS PCS, LLC
A/E MIKE PATEL TECTONIC 845 567 6656 ONE AT&T WAY
RF PHIL LICHTENBERGER AT&T 631 424 3041 PLOT PLAN NTS BEDMINSTER, NJ 07921
PM BENJAMIN MACHTINGER AT&T 973 615 7123 LATITUDE 41' 01' 46 40016" N
CON RICH HALL ERICSSON 201 486 3118 Q� COQ LONGITUDE 72' 29' 50 04996" W
SITE ACQ VICTORIA BRENNAN SHORE 2 SHORE 516 557 2398 SITE < N LAT/LONG TYPE (NAD 83)
ELEVATION- 58'1 AMSL
JURISDICTION TOWN OF SOUTHOLD
�Fq PROPERTY TAX ID SECTION 96, BLOCK 1, LOT 191
OT! ZONING DISTRICT LIGHT INDUSTRIAL
Q� CURRENT USE TELECOMMUNICATION FACILITY
CGMPLY WITH ALL CODES OF o�
NEW YORK STATE & TOWN CODES o�F� PROPOSED USE TELECOMMUNICATION FACILITY
AS REQUIRED AND CONDITIONS OF
SOS
SOUTHOLD TOWN PLANNING,BOARD
e
P,��OF NEiyyo
UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT \cNA EL
BEARING THE SEAL OF A UCENSED PROFESSIONAL ENGINEER
OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209
SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE Rev Date Resbion Approved DRAWING CONTROL TITLE SHEET
SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL •J567-6
Yy o
STAMP OF THE PROFESSIONAL ENGINEER OR LAND Designed MP Drown UD Cheakea CB ,I�Y�I CUTCHOGUE
SURVEYOR SHALL NOT RE CONSIDERED VALID COPIES — 0 10/01/18 ISSUED FOR CONSTRUCTION by by by Tecton
THIS DOCUMENT IS PREPARED SPECIFICALLY FOR THE +�� Purpose Released by Date 1711
w SITE N0. NYCENY1027
CLIENT AND PROJECT DESIGNATED HEREON MODIFICATION, L ��_ �, FA LOCATION NO. 10106284
ALTETHE CONSENT OF REVISION.
SnON,OR STRICTLYUSE WrrHOUrr PROHIBIT D �, Comment PRACTICAL SOLUTIONS.EXCEPTIONAL SERL
21855 COUNTY ROAD
COPYRIGHT 2018 TECTONIC ALL RIGHTS RESERVED
l� APFroval Tectonic Engineering & suryeyiny consultO � CUTCHOGUE, NY 11935
PLANS ARE NOT TO BE SCALED. ONE AT&T WAY 1279 Route 300 Phone (845)o t 2 3 Far Newbur h, NY 12550 (800) Work Order Drawing No Rev
BEDMINSTER, NJ 07921 Bid 9 10/1/18
ORIGINAL SIZE IN INCHES
• co,etaaean CB 0/01/16 W'W'W tectonlcenglneering coin S�4 6=ale 9410.NYCENY1027 TO1 0
AS
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EXISTING MONOPOLE
TAX LOT #17.5 N/O/F TOWN OF SOUTHOLD EXISTING STORAGE CONTAINER ZONING TABLE: CUTCHOGUE °LPt
N EXISTING VERIZON SHELTER LIGHT INDUSTRIAL ZONING DISTRICT
APPDXIMATE LOCATION OF EXISTING CSC CABINET 10.9'SW 2 2'NW ITEM: REQUIRED EXISTING PROPOSED
VERIZON EASEMENT _ 17.7'SE
(RECORD-EXIBIT "A" V105786) 4.0'NW — — — — FENCE 188.15' — MAX. HEIGHT (FT)......................................... 80 108'-6"±* NC
CHAIN LINK MIN. LOT AREA (SF)..................................... 40,000 45,589± NC
N 23'14'00"I E 1104'.
MIN. LOT WIDTH (FT)..................................... 100 168.17± NC
EXISTING (1) MIN. LOT DEPTH (FT)................................. 150 263.16± NC
} o STY
QUO o IEXISIING T-MOBLE M I METAL& FRAME MINIMUM FRONT YARD SETBACK (FT).......... 100 75±* NC
Pe GRASS EQUIPMENT PAD MINIMUM SIDE YARD SETBACK-ONE (FT)...... 20 15.2±* NC
m EXISTING ICE BRIDGE
0 MINIMUM SIDE YARD SETBACK-BOTH (FT).... 40 45.1± NC
EXISTING GPS UNIT TO REMAIN MINIMUM REAR YARD SETBACK (FT)..... ...... 70 11.1±* NC
EXISTING ETROP SSTORAGE CONTAINER
EQUIPMENT COMPgUND `� f I MAX LOT COVERAGE (%)............................... 30 45.621* NC
ro z I GRASS NA = NOT APPLICABLE NC = NO CHANGE
cq o EXISTING NEXTEL SHELTER * EXISTING DIMENSIONAL NON-CONFORMITY
N I EXISTING GENERATOR
U_
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w EXISTIN�PAD PARTIAL SITE PLAN (SHEET A/01)
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RIGHT OF WAY EASEMENT NOTE.
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45.589 SQFT.
01/21/13.
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CONCRETE CURB UTILITY POLE
#421
ELEC. CONDUIT168.17'
(MARK—OUT) S 25'52'30" W MIDDLE (120' WIDE) ROAD
(C.R.-48)
(NORTH ROAD)
Zmif MEQ'y
1 SITE PLAN g'`Q' �NAEC"BU 0,,,
UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT CO1 SCALE: 3/64" = 1' — 0" \tea f�
BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER `
OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 7
SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW Q }^ x
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE Rev Dote Renalon App—d DRAWING CONTROL 4 �, SITE PLAN
SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL • 1
SURSTAMP OF THE VEYOR SHALLRNOBECONSIOEINEER OR LAND RED VALID COPIES - D 10/01/18 ISSUED FOR CONSTRUCTION bYD.igned MP by,wn JDbreked CB TectomCUTCHOGUE
THIS DOCUMENT IS PREPARED SPECIFICALLY FOR THE Purpose Releoaed by Date S'�,,.. 2 SITE N0. NYCENY1027
CLIENT AND PROJECT SOM,DESIGNATED HEREON MODIFICATION, at&t
For
THE CONSENT VI(TECTONIC SDUPLICAnON,ORYUSE WITHOUT
U Comment PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE. FA LOCATION N0. 10106284
21855 COUNTY ROAD
COPYRIGHT 2018 TECTONIC ALL RIGHTS RESERVED
(� F Tectonic Engineering ae Surveying Consultants P CUTCHOGUE, NY 11935
`
PLANS ARE NOT TO BE SCALED. APv
ONE AT &T WAY ,—,l 2�9 Route 30o Phone (Ba5) 567-665
0 1 2 3 BEDMINSTER, NJ 07921 0 Bid Newburgh, NY 12550 (800) 829-6531 � D.I. Work Order Drawing No Rev
10/01/18
• For awaean CB 10/01/18 www•tectonlcenglneering coin SC , 9410.NYCENY1027 CO1 0
ORIGINAL SIZE IN INCHES AS NOTED
NOTE ANTENNA REQUIREMENTS SCHEDULE
N LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY
AND MAY NOT REFLECT FINAL RF DESIGN REFER
TO LATEST RF DATA SHEET FOR FINAL LTE EXIST FINAL ANTENNA STATUS
SECTOR FINAL ANTENNA TYPE TECHNOLOGY TECHNOLOGY AZIMUTH
TEC
ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC \`\+
\+ Al COMMSCOPE NNHH65A-R4 UMTS 850 UMTS 850/LTE WCS 0' REPLACE
/ \*
EXIST STORAGE A2 COMMSCOPE NNHH65A-R4 GSM LTE 850 0' REPLACE
/ \+
\+\y CONTAINER (TYP) A3 COMMSCOPE NNHH65A-R4 LTE 700/1900 LTE 700/1900 0' REPLACE
x pROJFCT \y B1 COMMSCOPE NNHH65A-R4 UMTS 850 UMTS 850/LTE WCS 120' REPLACE
O 82 COMMSCOPENNHH65A-R4 GSM LTE 850 120' REPLACE
a- / \+
B3 COMMSCOPE NNHH65A-R4 LTE 700/1900 LTE 700/1900 120' REPLACE
\+
j \y Cl COMMSCOPE NNHH65A-R4 UMTS 850 UMTS 850/LTE WCS 240' REPLACE
a \+
o \+ C2 COMMSCOPE NNHH65A-R4 GSM LTE 850 240' REPLACE
/ C) N \+ C3 COMMSCOPE NNHH65A-R4 LTE 700/1900 LTE 700/1900 240' REPLACE
+/ a EXIST EQUIPMENT SHELTER NOTE IF ANTENNA IS RELOCATED, ALL EQUIPMENT TO BE RELOCATED ALONG WITH ITS CORRESPONDING
/ (BY OTHERS) (TYP) ANTENNA
EXIST & FINAL
AT&T ANTENNA / i / ANTENNA
LAYOUT PLANS /� / CABLE LENGTH
(SEE SHEET A04) / / \1 / SECTOR A110
/�/ 0 / SECTOR B 110
EXIST CSC CAfTINET ,\ SFC SECTOR C 110
/� EXIST GENERATOR ON
CONCRETE PAD (TYP)
o ,?C
/ I � STRUCTURAL NOTE
I ] REFER TO STRUCTURAL ANALYSIS PERFORMED BY
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EXIST UTILITY +
FRAME (TYP)
EXIST EQUIPMENT EXIST CHAIN LINK FENCE
� / � f/
PAD (BY OTHERS)
EXIST AT&T EQUIPMENT ON
CONCRETE PAD (SEE SHEET A03)
EXIST ACCESS GATE (TYP)
Lx—xJ
1 PARTIAL SITE PLAN OF PIEjQryO
UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT �\CHAEL e�
BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER
OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209
SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE Rev Date Reve,on App—d DRAWING CONTROL y[� PARTIAL SITE PLAN
SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL
STAMP OF THE PROFESSIONAL ENGINEER OR LAND 0 10/01/18 ISSUED FOR CONSTRUCTION by i9ned MP bywn JD b�ecked CB CUTCHOGUE
SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES ���� I•I ��1
THIS DOCUMENT IS PREPARED SPECIFICALLY FOR THE Purpose Releases by Date e� ®n 1 ,y SITE N0. NYCENY1027
CLIENT AND PROJECT DESIGNATED HEREON MODIFICATION, 1 For FA LOCATION NO. 10106284
ALTERATION,REVISION,DUPLICATION,OR USE WITHOUT
THE CONSENT OF TECTONIC IS STRICTLY PROHIBITED Comment PRACTICAL SOLUTIONS.EXCEPTIONAL SER 21855 COUNTY ROAD
COPYRIGHT 2018 TECTONIC ALL RIGHTS RESERVED 1 For Tectonic Engineering & Surve Consultc
PLANS ARE NOT TO BE SCALED. Appr•val 9' 9 Y'"9 0d 9 e CUTCHOGUE, NY 11935
ONE AT&T WAY z�9 Route 30o Phone (Bas) ss
Bid Newburgh, NY 12550 (a 30) 829 10/Dl/18 Work Order Drawing No Rev
BEDMINSTER, NJ 07921 �.
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ORIGINAL SIZE IN INCHES_ V AS NOTED
STRUCTURAL NOTE:
REFER TO STRUCTURAL ANALYSIS PERFORMED BY
BLACK & VEATCH DATED 07/19/18.
NOTE
REMOVE ALL TMAS AND DIPLEXERS AT ANTENNA
LEVEL
—Z T/EXIST MONOPOLE
108'-6"± AGL
INSTALL NEW DC6 (SEE DETAIL 4/AO5)
REPLACE EXIST ANTENNA WITH NEW
COMMSCOPE NNHH-65A—R4 ANTENNA ON
EXIST PIPE (TYP OF 3 PER SECTOR)
(SEE PLAN 2/AO4)
EXIST DC6 TO REMAIN NEW AT&T ANTENNA
—�70'—O"± AGL
I
I
INSTALL NEW B5 RRH ON EXIST I INSTALL NEW WCS RRH ON EXIST
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BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER
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SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW
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STAMP OF THE PROFESSIONAL ENGINEER OR LAND Designed MP Drown JD Checked CB �`^'„'t
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CLIENT AND PROJECT DESIGNATED HEREON MODIFICATION. Q (V�/, FA LOCATION NO. 10106284
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TO LATEST RF DATA SHEET FOR FINAL LTE
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UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT
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SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE Rev Date Reason Approved DRAWING CONTROL
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THCUTCHOGUE, NY 11935
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APPLICABLE FIRE CODE REQUIREMENTS
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SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE Rev Date Revision Approved DRAWING CONTROL �
SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL ■ EQ IPMENT SPECS & MOUNTING DET
STAMP OF THE PROFESSIONAL ENGINEER U LAND 0 10/01 18 ISSUED FOR CONSTRUCTION yysigned MP EY•" JD Ch
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SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES - / CUTCHOGUE
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CLIENT AND PROJECT DESIGNATED HEREON MODIFICATION. /Vy, FA LOCATION NO. 10106284
ALTERATION,REVISION, DUPLICATION,OR USE WITHOUT It Comment PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE.
THE CONSENT OF TECTONIC IS STRICTLY PROHIBITED
21855 COUNTY ROAD
COPYRIGHT 2018 TECTONIC ALL RIGHTS RESERVED _ For Tectonic E.9—ling & Surveying Consultants P 9 CUTCHOGUE, NY 11935
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UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT
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SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE Rev Date Revision A d
SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL PP�ve DRAWING CONTROL PLUMBING DIAGRAM
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STAMP OF THE PROFESSIONAL ENGINEER OR LAND Designed MP Drawn JD checked CB , Wi`i
SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES 0 10/01/18 ISSUED FOR CONSTRUCTION by by by Tectom + CUTCHOGUE
THIS DOCUMENT IS PREPARED SPECIFICALLY FOR THE ��Q Purp=se Released by Date ] SITE NO. NYCENY1027
CLIENT AND PROJECT DESIGNATED HEREON.MODIFICATION, (V�►► �'•r-`�' Lv FA LOCATION NO. 10106284
ALTERATION,REVISION,DUPLICATION,OR USE WITHOUT
THE CONSENT OF TECTONIC IS STRICTLY PROHIBITED Comment PRACTICAL SOLUTIONS.EXCEPTIONAL SERVIC 21855 COUNTY ROAD
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GENERAL CONSTRUCTION NOTES ISTRUCTURAL STEEL NOTES FFIBER & POWER CABLE MOUNTING NOTES
1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE 1_ DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF 1 THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS,
BUILDING CODE, LATEST VERSION AND ALL OTHER APPLICABLE CODES AND STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC
ORDINANCES. STEEL FOR BUILDINGS", LATEST EDITION. TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO
2. EXISTING BUILDING INFORMATION WAS OBTAINED BASED ON INFORMATION AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE
PROVIDED BY THE CLIENT600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE
2. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, "STEEL FOR STRUCTURAL
3 OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, TYPES FIBER OPTIC TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS
APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. SHAPES FOR USE IN BUILDING FRAMING", GRADE 50, UNLESS OTHERWISE INDICATED IF THE MEMBER EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY
4 NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL SIZES INDICATED ARE NOT AVAILABLE IN THIS GRADE, ASTM A572 "HIGH—STRENGTH LOW—ALLOY SYSTEM NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY
5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED COLUMBIUM—VANADIUM STRUCTURAL STEEL", GRADE 50, MAY BE SUBSTITUTED
6 ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN 2 THE TYPE CAB CABLES SHALL L INSTALLED INTO CONDUITS, CHANNEL CABLE
ACCORDANCE WITH THE PROJECT SPECIFICATIONS 3. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 "COLD—FORMED WELDED & TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT
7 SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SHAPES", GRADE B EXCEEDING (6) SIX FEET AN EXCEPTION, WHERE TYPE TC—ER CABLES ARE
INSPECTIONS REQUIRED FOR CONSTRUCTION NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A
8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE 4. MISCELLANEOUS STEEL, INCLUDING CHANNELS, ANGLES, PLATES, AND BARS SHALL CONFORM TO ASTM TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY
CAUSED BY THE CONSTRUCTION OPERATION. A36 "CARBON STRUCTURAL STEEL", UNLESS OTHERWISE INDICATED WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX
9 SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING NFPA 70
A DAILY BASIS 5 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 "ANCHOR BOLTS, STEEL, 36, 55, AND 105—KSI YIELD (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY
10 INFORMATION SHOWN ON THESE DRAWINGS IS BASED ON A LIMITED SITE STRENGTH", GRADE 36 3 WHEN INSTALLING FIBER OPTIC TRUNK CABLES OR TYPE TC—ER CABLES INTO
INSPECTION. SUBCONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES
PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY
11 PROTECT EXISTING ROOFING WITH PLYWOOD OR PROTECTION BOARD IN ALL 6 STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO ASTM A325
AREAS OF WORK REPAIR ANY DAMAGE TO THE SATISFACTION OF THE "STRUCTURAL BOLTS, STEEL, HEAT TREATED, 120/105 KSI MINIMUM TENSILE STRENGTH" BOLTS SHALL
BUILDING OWNER, AND MAINTAIN EXISTING ROOFING GUARANTEE BY USING BE 3/4 INCH DIAMETER, TYPE X, UNLESS OTHERWISE NOTED
ANTENNA MOUNTING NOTES
OWNER'S ROOFING CONTRACTOR
7 MATCHING NUTS SHALL BE HEAVY HEX TYPE, CONFORMING TO ASTM A563 "CARBON AND ALLOY STEEL
NUTS" WASHERS, WHERE REQUIRED, SHALL CONFORM TO ASTM F436 "HARDENED STEEL WASHERS" 1 DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO
CURRENT ANSI/TIA-222—G-2005 OR APPLICABLE LOCAL CODES
ANTENNA NOTES 8. FIELD CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE INDICATED ALL BOLTED CONNECTIONS SHALL 2 ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN
BE MADE WITH NOT LESS THAN TWO (2) HIGH STRENGTH BOLTS, OR EQUIVALENT WELD ACCORDANCE WITH ASTM A123 "ZINC (HOT—DIP GALVANIZED) COATINGS ON
1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL ALSO CONFORM TO IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE
ANSI/TIA-222—G-2005 "STRUCTURAL STANDARD FOR ANTENNA SUPPORTING 9 STRUCTURAL CONNECTIONS SHALL BE SNUG TIGHT IN ACCORDANCE WITH THE RESEARCH COUNCIL ON
STRUCTURES AND ANTENNAS STRUCTURAL CONNECTIONS "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", 3 ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED
2 ALL ANTENNA MOUNTS AND ASSOCIATED APPURTENANCES SHALL BE INSTALLED UNLESS OTHERWISE NOTED IN ACCORDANCE WITH ASTM A153 "ZINC—COATING (HOT—DIP) ON IRON AND
CI
WITH DOUBLE NUTS AND SHALL CI INSTALLED IN ACCORDANCE WITH STEEL HARDWARE", UNLESS NOTED OTHERWISE
MANUFACTURER'S SPECIFICATIONS 10. BOLTS IN SLIP—CRITICAL CONNECTIONS SHALL BE FULLY PRETENSIONED BY THE TURN—OF—NUT METHOD 4, DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING
3 ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUNDING KITS. IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS "SPECIFICATIONS FOR IN ACCORDANCE WITH ASTM A780
FOLLOW THE MANUFACTURER'S RECOMMENDATIONS STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS
A GROUNDING AT THE ANTENNA LEVEL 11 ANCHOR BOLTS SHALL BE TENSIONED BY THE TURN—OF—NUT METHOD AFTER GROUTING OF BASE PLATES. AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS
B GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL
CABLE GROUNDING REQUIRED 6 CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURERS
C GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL 12 CONTRACTOR SHALL COMPLY WITH AWS D1 1 "STRUCTURAL WELDING CODE — STEEL" FOR PROCEDURES, RECOMMENDATION FOR INSTALLATION AND GROUNDING.
D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING ALL WELDERS 7 ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A
E GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION 50—OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED
4 ALL PROPOSED GROUNDING BAR DOWNLEADS ARE TO BE TERMINATED TO THE PROCEDURES" AS STEEL BAR
B. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR
EXISTING ADJACENT GROUNDING BAR DOWNLEADS A MINIMUM DISTANCE OF SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY
4'-0" BELOW GROUNDING BAR TERMINATIONS MAY BE EXOTHERMIC OR 13. GRATING SHALL BE TYPE "W/B•• GALVANIZED WELDED IKG BORDEN, OR APPROVED EQUAL BEARING BARS ARE PLUMB ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE
COMPRESSION. SHALL BE MANUFACTURED BY AS FOLLOWS GRATING 1" x 3/16" SERRATED ORIENTED WITHIN +/— 5% AS DEFINED BY THE RFDS ANTENNA DOWNTILTS
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND SHALL BE WITHIN +/— 0 5% AS DEFINED BY THE RFDS REFER TO
THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO 14 BAND ALL EDGES, AND ATTACH TO SUPPORTING MEMBERS AT 18" ON CENTER WITH MODEL GG ND-00246
INSTALLATION GALVANIZED G—CLIPS AS MANUFACTURED BY GRATING FASTENERS INC
6 ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE 9. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN
INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS 15. EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT III OR APPROVED EQUAL INSTALLATION SHALL BE IN EACH SECTOR.
7 CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS MINIMUM EMBEDMENT SHALL BE 4-3/4" 10. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH
DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING UNLESS OTHERWISE NOTED ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO
8 IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ANTENNA, TMAS, AT&T
DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO 16 ADHESIVE ANCHOR ASSEMBLIES SHALL BE AS MANUFACTURED BY HILTI OR ENGINEER APPROVED EQUAL,
INSTALLATION. AS FOLLOWS 11 TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE
9 ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC SHALL BE BASE MATERIAL ANCHOR SYSTEM TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION
INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS CONCRETE HILTI HIT—HY 200 12 LTE ANTENNAS SHALL HAVE A 6'-0" MIN CENTER TO CENTER HORIZONTAL
10 CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN HOLLOW & GROUTED CMU OR BRICK HILTI HIT—HY 270 SEPARATION FOR SIMILAR TECHNOLOGY (U N 0)
DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 17 INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.
11 ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED,
EXCEPT THE RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND 18_ ALL INTERIOR STRUCTURAL STEEL SHALL BE SHOP PRIME COATED WITH A RUST—INHIBITIVE PRIMER
FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF EXCEPT AREAS TO BE FIREPROOFED NEED NOT BE PAINTED SURFACE PREPARATION SHALL BE IN
ONE—HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE ACCORDANCE WITH THE PAINT MANUFACTURER'S RECOMMENDATIONS AREAS WHICH MAY BE INACCESSIBLE
WRAPPED THREE TIMES WEATHERPROOFING SHALL BE SMOOTH WITHOUT
BUCKLING BUTYL BLEEDING IS NOT ALLOWED AFTER INSTALLATION SHALL RECEIVE TWO (2) COATS OF PRIMER SEE ARCHITECTURAL DRAWINGS FOR
12 IF REQUIRED TO PAINT ANTENNAS AND/OR COAX FINISH PAINT
A TEMPERATURE SHALL BE ABOVE 50' F. 19. FIELD CONNECTIONS AND DAMAGED OR ABRADED AREAS OF SHOP PRIME COAT SHALL BE TOUCH—UP
B PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. PAINTED WITH COMPATIBLE FIELD PRIMER
C FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED
D DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 20 ALL EXTERIOR STEEL SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC
(HOT—DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED ALL
EXTERIOR BOLTS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM
A153 "ZINC COATING (HOT—DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED
21 DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM
A780 "REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT—DIP GALVANIZED COATINGS"
22 ALL STEEL WORK SHALL BE SUBJECT TO SPECIAL INSPECTIONS DURING CONSTRUCTION
23 THE NOTES CONTAINED HEREIN ARE NOT PROJECT SPECIFIC THE CONTRACTOR SHALL UTILIZE ALL NOTES SOF �Fyy y
WHICH SOLELY PERTAIN TO THE WORK DEPICTED ON THESE DRAWINGS �,r\Q-�\ci EL 9G 0
UNAUTHORIZED ALTERATION OR ADDTIIONS TO A DOCUMENT
BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER
OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209
SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW
COPIES OF THIS DOCUMENT T A FACSIMILE OF THE Rev Date Revmion Approved DRAWING CONTROL • 1�,HLyy\f NOTES
WTTIIOU
SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL lj
STAMP OF THE PROFESSIONAL ENGINEER OR LAND Dasignea D. checked
SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES — 0 10/01/18 ISSUED FOR CONSTRUCTION by MP by JD by CB Tecton
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THIS DOCUMENT IS PREPARED SPECIFICALLY FOR THE Purpose Released by Dale 4�'�ry e\4�t SITE N0. NYCENY1027
CLIENT AND PROJECT DESIGNATED HEREON MODIFICATION, \ FA LOCATION N0. 10106284
ALTERATION,REVISION,DUPLICATION,OR USE WITHOUT ' Comment PRACTICAL SOLUTIONS IXCEPTIDNALSERVICE. 1 21855 COUNTY ROAD
THE CONSENT OF TECTONIC IS STRICTLY PROHIBITED
COPYRIGHT 2018 TECTONIC ALL RIGHTS RESERVED _ F Tectonic Engineering & Surveying Consultants P CUTCHOGUE, NY 11935
PLANS ARE NOT TO BE SCALED. (� "vvol
ONE AT&T WAY N,,b Route 300 Phone (bas) 567-6656 A,
D 1 2 3 For �T[jY� / / Work Order Drvwing No Rev
BEDMINSTER, NJ 07921 �� Bea Newburgh, NY 1zssD (Boo) 829-6531 v- io of is
• ce�eenmen GB 10/01/18 WWW tectonicenglneering.com B` NOTISD 9410.NYCENY1027 AO8 0
ORIGINAL SIZE IN INCHES
GROUNDING NOTES
OCTOPORT OCTOPORT OCTOPORT 1 ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO,
ANTENNA ANTENNA ANTENNA LIGHTNING PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER,
AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN
#6 AWG FROM ACCORDANCE WITH THE NEC
R WCS ANTENNA CABLE 2 THE SUBCONTRACTOR SHALL PERFORM GROUND TEST ON AT&T GROUND
RRH EXIST COAX RRH GROUND KIT SYSTEM A HAND—HELD, CLAMP—ON STYLE METER MAYBE USED PROVIDE
GROUND BAR REPORT WITH RESULTS TO AT&T
61RRH14 @ SECTOR 3 THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING
AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF
CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT
DC6
4 METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY
0 0 0 0 0 0 o CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE
*TWO HOLE LUG, Qo 0 0 0 0 0 0 0 o Qo DISCONTINUITY WITH #6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE
O
OR EXOTHERMIC CONDUIT CLAMPS
EXIST COAX WELD TO BE USED 5 METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT
DC12 GROUND BAR FMB WITH #2 AWG BCW GROUND CONDUCTOR SHALL GROUND CONDUCTOR STRANDED COPPER CONDUCTORS WITH GREEN
® EQUIPMENT TO BUILDING WATER BE ELIMINATED WHEN GROUND INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND
MAIN OR GROUND RING BAR IS ELECTRICALLY BONDED INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT
TO METAL TOWER/MONOPOLE 6 EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE
STRUCTURE EQUIPMENT GROUND RING WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT
GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS, 2
AWG STRANDED COPPER FOR OUTDOOR BTS
2 INSTALLATION OF GROUND WIRE TO GROUND BAR 7 CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED
BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE
E01 SCALE 6" = V-0" PERMITTED
EXIST MGB TO EXIST GROUND 8 ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND
THE GROUND RING, SHALL BE #2 AWG SOLID TINNED COPPER UNLESS
OTHERWISE INDICATED
9 ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE
USED FOR GROUNDING CONNECTIONS
NOTE. NOT ALL EXIST APPURTENANCES SHOWN FOR CLARITY. 10 USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE
AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED ALL BENDS
SHALL BE MADE WITH 12" RADIUS OR LARGER
1 GROUNDING SCHEMATIC 11 EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW
E01 SCALE. N T.S. GRADE
12 ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR) SHALL BE FORMED USING
HIGH PRESS CRIMPS EXCEPT FOR GROUND BAR CONNECTION FROM MGB TO
OUTSIDE EXTERIOR GROUND SHALL ALL BE CADWELD CONNECTIONS
INSPECTION WINDOW IN BARREL, 13 COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD
REQUIRED FOR ALL INTERIOR CONNECTIONS
CLOSED BARREL, FOR ALL 3/8" DIAx1 1/2" TWO—HOLE CONNECTORS 14 ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED TO
3/8 DIAx1 1/2" EXTERIOR TWO—HOLE
CONNECTORS THE TOWER GROUND BAR
EXTERNAL BLACK HEAT EXTERNAL CLEAR HEAT SHRINK 15 APPROVED ANTIOXIDANT COATINGS (I E, CONDUCTIVE GEL OR PASTE) SHALL
TOOTHED SHRINK UV RATED TOOTHED CONDUCTOR INSULATION TO BUTT UP BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS
S/S NUT CONDUCTOR INSULATION TO S/S NUT AGAINST THE CONNECTOR BARREL 16 ALL EXTERIOR AND INTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A
S/S LOCK BUTT UP AGAINST THE S S LOCK
CONNECTOR BARREL / CLEAR HEAT SHRINK CORROSION RESISTANT MATERIAL
WASHER _ _ WASHER 17 MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES
S/S FLAT CLEAR HEAT SHRINK S/S FLAT AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE
WASHER _ _ -----__ WASHER --- ——————— WITH THE NEC
JJJJJ1 LABEL JJJJJ� LABEL 18 BOND ALL METALLIC OBJECTS WITHIN 6 FT OF MAIN GROUND WIRES WITH 1—#2
AWG TIN—PLATED COPPER GROUND CONDUCTOR
19 GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING
———— PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS
JJJf11� LABEL JJJJJJ� LABEL THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS,
METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS WHEN IT IS
TINNED COPPER
--- ------ TINNED COPPER REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR
GROUNDING BAR GROUNDING BAR LOCAL CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT
1/16 S/S FLAT DO NOT SHALL BE USED WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E G.,
S/S FLAT Do NOT
WASHER DISCONNECT MINIMUM WASHER DISCONNECT NON—METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND
1/16" SPACING S/S BOLT CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT
MINIMUM S/S BOLT TAG ONDO TALL CONNECT" (1 OF 2) "DO NOT DISCONNECT"
SPACING (1 OF 2) GROUNDING BAR TAG ON ALL GROUNDING
INTERCONNECTS AND BAR INTERCONNECTS
EQUALIZERS AND EQUALIZERS
3 EXTERIOR TWO HOLE LUG DETAIL 4 INTERIOR TWO HOLE LUG DETAIL
E01 SCALE N.T S E01 SCALE: N T S 5'�
7AE
EW Y L J! O"g
v �
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE Rev Date Rev,si°n Appmved DRAWING CONTROL GROUNDING
SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL _ Designed Drawn Checked
STAMP OF THE PROFESSIONAL ENGINEER OR LAND - 0 10/01/18 ISSUED FOR CONSTRUCTION b b b
SURVEYOR SHALL NOT BE CONSIDERED VAUD COPIES y y y y CUTCHOGUE
MP JD CB '�F 1,
THIS DOCUMENT IS PREPARED SPECIFICALLY FOR THE ��Q Purpose Rele°sed by Date Tectom
�e'r�VP SITE NO. NYCENY1027
CLIENT AND PROJECT DESIGNATED HEREON MODIFICATION, /VV, ` FA LOCATION NO. 10106284
ALTERATION,REVISION, DUPLICATION,OR USE WITHOUT _ Comment PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE.THE CONSENT OF TECTONIC IS STRICTLY PROHIBITED Q 21855 COUNTY ROAD
COPYRIGHT 2018 TECTONIC ALL RIGHTS RESERVED _ For Tectonic Engineering & Surveying Consultants CUTCHOGUE, NY 11935
PLANS ARE NOT TO BE SCALED. O Appmvcl @�
ONE AT&T WAY S,�q�t^
o t 2 ] .� 1279 Route 3D0 Phone (845) 567-66 JT"
NJ 07921 F°' Date wart oraer Drawing N° �R-
BEDMINSTER,
Bid Newburgh, NY 12550 (800) 829-6531 30/Ol/18
• coo:tm°tnn DB 10/01/1B Www tectonlcengineering.com S°°le 9410.NYCENY1027 E01 0
ORIGINAL SIZE IN INCHES AS NOTE➢