The URL can be used to link to this page

Home My WebLink About43248-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 - b - 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 Page CON SUL 'rANTS , INC w O" Del-orme Street Atlas USA®2609 R i.. „� f�0"�.e t�X4 • to 4p 0. - - - f pz r z4 ' N, f ^?sir vol:3. �?,N i' ✓Es*trl 4 :Y k Y =u COY -F •+ ' � O^ < =gyp h '' O 4 ST�Q , u s � : , .y 4�C, J:e,, �°yqJ 'ems,,. � e,.,-�•�q�'�"�>�."�"i ' �' '30 M>' rQ'�b f' �° 4� ✓ T`` e pyo ;e sat? n . .• °`'a°. '�°'x, Data use subject to license fl s^DeLonne DeLorme Street Atlas USAS 2009 0 800 1600 2400 3200 4000 wv vdelorme com 61td(13 7°+N) Data Zoom 13-0 Figure 1 — Site Location Town of Southold/SCTM#1000-96-1-19.1 c New Cingular Wireless PCS,LLC/NYCENY1027 yscagm Page C 0 NI S IJ 1, T A NTS . INC Appendix a.injanijS poddnStuqsjx:j - V I!q!qxa (env J3314E; 33S) 1�1155 -110-1'4 N1114NIV213 PRO fie." IWO 1S!)-*j 2W A:Df 11) �;14144'044; =XWOU j Ayq S! loan ,out woo zto t c 1c I VaN AiDg, &Aviv 0� wo NZE *5*11* ICTzri-Z ee�d F-S) (wah tons ars Wmaj sea 502 No It V14'T�.Qjw fill, P4—w "u r K ALI 05 lou AN;Q9 Wasy MAE KNOW k oil 0, ggE :nouns soon N I S I NZ V I 'I fl S %,' 0 D LZO I ANaDAN DIl'sDd ssojoj!mmjnBu!o mom 8dSwjSAV'3 1*61-1-96-000 1#WLDS/pjoqjnoS jo umol Town of Southold/SCTM#1000-96-1-19.1 New Cingular Wireless PCS,LLC NYCENYI 027 Ckyscape Page 6 C 0 N S U L '1* A N' I' S I N C W411ALL MA WCS QR4 ON EXMTW K-4 ON FXIST ANTMA HIM (SE: DETAIL I/A-Gb) ANTEM44 FPC (SM OCAL 7/ASS) AEPLAU CV,11 C&T AUMINA NEW CO"COM 4N41i-ObA-R,& AhTENMA OR CXIS7, Pi,,c {'Io or 3 PER StC1091' (StE MMP L ZIA051 wi RPIA 10 REMKIN �MJ914 qK0 GIN exsf Vit 3) ',�P (Y (SCE KTA L SJAOtw' FXIM V.6'M RCVAN tiSTALL NVe.' 'NCS RRh ON DIST N -A PIPE (SfE UVWL I/A05) V%ST�L NCK as M4 ON ZXV AV,-VA P-r (Se5 0 1 z IK$^%kL t,0V M RR." Ot,, Exist 7^1:5) h1W 'AtZ W-4 01 EXISTI ANZEN?ik 7/AZ5) tXW OCS (S.St kL 41AGS) REPtJCt EX0 AW ANIENY—'611H 11V rolvlrlcap° N"'KH ,3.1 P4 s R-;,LACE MiST AU-1 ANTENNA'AI'H E xsafvt,% UEA? CCMUSr.,F liNW-MA-R4 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 W6rkers` YORK. ,. CERTIFICATE OF Ca�mPeh$A 0h NYS WORKERS' COMPENSATION INSURANCE COVERAGE Boa fd 1 a Legal Name&Address o Insured(use street address only) 1 b Business Telephone Number of Insured Ramapo Communication Corp (201)343-2995 20 Romanelli Avenue South Hackensack,NJ 07606 is NYS Unemployment Insurance Employer Registration Number of Insured 1 d Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number 202127956 certain locations in New York State i e a Wrap-Up Polic 2 Name and Address of Entity Requesting Proof of Coverage 3a Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Ohio Security'Insurance Co Town of Southold 3b Policy Number of Entity Listed in Box"1 a" 547375 Route 25 XWS57435520 PO Box 1179 3c Policy effective period Southold NY 11971 10/1/2018 to 10/1/2019 a The Proprietor,Partners or Executive Officers are X® Included (Only check box if all partners/officers mclu all excluded or certain partners/officers excluded This certifies that the Insurance carrier Indicated above In box"3"Insures the business referenced above In box"1 a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or Its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder In box"2" The Insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate (These notices may be sent by regular mad)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate Is Issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained In the referenced policy This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy Is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by Capitol Risk Management Services (Print name of authorized representative or licensed agent of insurance carrier) Approved by October 1,2018 (Signature) (Date) Title. President Telephone Number of authorized representative or licensed agent of Insurance carrier,(914)381-5511 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov ADATE(MMIDD/YYYY) AC"R"® CERTIFICATE OF LIABILITY INSURANCE to/1/Iola THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Capitol Risk Management Services PAroN o Ext); 845-627-7111 AC No. 55 Old Turnpike Road pDDRIESs: Suite 110 INSURERS AFFORDING COVERAGE NAIC# Nanuet NY 10954 INSURERA:West American Insurance Company 44393 INSURED INSURERB:Ohio Security Insurance Company 24082 Ramapo Communication Corp INSURERC Ohio Casualty Insurance Company 24074 20 Romanelli Avenue INSURERD:Colony Specialty Insurance Company 36927 INSURERE:Admiral Insurance Company 24856 South Hackensack NJ 07606 INSURER COVERAGES CERTIFICATE NUMBER:18-19 MSIR REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 PREMISES occu A CLAIMS-MADE FOOCCUR PTORENTEDrrence $ 1,000,000 PREMIS X Contractual Liability X BLW57435520 10/1/2018 10/1/2019 MED FRCP(Any one person) $ 15,000 X XCU Included PERSONAL&ADV INJURY $ 1,000,000 GEMLAGGREGATELIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 RPOLICY JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BAS57435520 10/1/2018 10/1/2019 BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident C X UMBRELLA LIAB X OCCUR US057435520- Lead $524 10/1/2018 10/1/2019 EACH OCCURRENCE $ 10,000,000 D EXCESS LIAR CLAIMS-MADE RDS4199860- Excess $5M 10/1/2018 10/1/2019 AGGREGATE $ 10,000,000 DED I I RETENTION$ $ WORKERS COMPENSATIONPER OTH- AND EMPLOYERS'LIABILITY Y/N X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEEL EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? N❑ N/A B (Mandatory In NH) XWS57435520 10/1/2018 10/1/2019 EL DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 11000,000 Contractors Pollution FEI-ECC-14840-04 04/28/18 04/28/19 Aggregate Limit $5,000,000 E Liability (SIR: $10,000) Each Occurrence Limit $5,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Job #NYCENY1027. Town of Southold is included as additional insured with respects to General Liability when required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 547375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE T McEvily III, CPCU/3 r ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) YORK workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b Business Telephone Number of Insured Ramapo Communication Corp (845)627-7111 x 141 LAFAYETTE AVENUE Suffern, NY 10901 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required dcoverage rsspecdica!lylimited to certain locations in New York State,r e, Wrap-Up Policy) or Social Security Number 20-2127956 2 Name and Address of Entity Requesting Proof of Coverage 3a Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) SHELTERPOINT LIFE INSURANCE COMPANY TOWN OF SOUTHOLD 547375 ROUTE 25 3b Policy Number of Entity Listed in Box"1a" PO BOX 1179 DBL229383 SOUTHOLD, NY 11971 3c Policy effective period 2/10/2005 to 9/13/2019 4 Policy provides the following benefits: © A Both disability and paid family leave benefits B Disability benefits only. C Paid family leave benefits only 5. Policy covers 0 A All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. R B.Only the following class or classes of employer's employees Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 9/14/2018 By - Jdvl,M_ (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White - Chief Executive Officer IMPORTANT. If Boxes 4A and 5A are checked, and this form Is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder If Box 48, 4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or se of Part i has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees Date Signed By (Signature of Authorized NYS workers'Com pensadon Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120 1 Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) IIIIIIIP°1°°1°1°1°°1°1°1110�°�1°7�!°1111111 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 y 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_ L) I - - - - 93'SW U= — w0 w EXISTIN�PAD PARTIAL SITE PLAN (SHEET A/01) o¢ EQUIPM RIGHT OF WAY EASEMENT NOTE. AREA (COMMON DRIVEWAY) SITE PLAN PROVIDED BY BETCHEL DATED 45.589 SQFT. 01/21/13. wo 1.0456 ACRES z EDGE OF ASPHALT iD EXISTING ASPHALT PARKING EXISTING 13.1' SW PARKING C In TAX LOT #19.1 N Lmf 14.85'W 38.3' In 13.55'SW a ROOF OVER Of 9.9' EXISTING (1) CONCRETE STY r 22.7 FRAME EXISTING LLJ r (1) STY METAL Z Q (AUTO SHOP) o J o o U) o U = 3 X v N O mo CONCRETE PAVEMENT ¢ 38.0' J w U cD LU�j ROOF OVER 3 M z w Of Z w aN m zOf 1- 10 LOT 20.1 �v GRASS o OL 1n N/O/F CHRISTOPHER MOHR EXISTING —1 w o ASPHALT z m 3 PARKING o m 3 In 703.32'(ACTUAL) LILCO WOOD CURB n GRASS ±750'(DEED) R= UTILITY POLE L=1222.82.8 5' #420 120 00 CONCRETE CURB 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 BLACK & VEATCH DATED 07/19/18. 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 �. i coreweaan CB 1D/o1/1s www tectonlcenglneering cam �` �!\�� s=ale 9410.NYCENY1027 A01 0 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 PIPE (BEHIND) (SEE PLAN 2/AO4) i PIPE (BEHIND) (SEE PLAN 2/AO4) EXIST 825 RRH TO REMAIN I REPLACE EXIST RRH WITH NEW B12/B14 RRH ON EXIST PIPE j (SEE PLAN 2/AO4) I I I I I INSTALL (1) NEW 2" INNERDUCT I CONTAINING (1) NEW FIBER AND (2) NEW DC CABLES ALONG EXIST CABLE ROUTING I I I I I EXIST MONOPOLE I I I I I EXIST AT&T GPS UNIT I I EXIST CABLE BRIDGE I EXIST & FINAL AT&T EQUIPMENT PAD I EXIST SHELTER (BY (SEE SHEET A03) OTHERS) (TYP) I I I I L IST GRADE NOTE NOT ALL FEATURES AND EQUIPMENT SHOWN FOR CLARITY 1 ELEVATION UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT AO2 SCALE 1/8" = 1' — 0" �`` C�hEt 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 Revaion p d SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL pvrove DRAWING CONTROLELEVATION STAMP OF THE PROFESSIONAL ENGINEER OR LAND Designed MP Drown JD Checked CB �`^'„'t SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES 0 10/01/18 ISSUED FOR CONSTRUCTION by by by CUTCHOGUE THIS DOCUMENT IS PREPARED SPECIFICALLY FOR THE /� Q Purpose Released by Dote For Tectom ��r SITE NO. NYCENY1027 CLIENT AND PROJECT DESIGNATED HEREON MODIFICATION. Q (V�/, FA LOCATION NO. 10106284 ALTERATION,REVISION,DUPLICATION,OR USE WRHOUi o Comment PRACTICALSOLUTIONS.EXCEPTIONAL SERVICE THE CONSENT OF TECTONIC IS STRICTLY PROHIBITED _ 21855 COUNTY ROAD COPYRIGHT 2018 TECTONIC ALL RIGHTS RESERVED - O Pro m Tectonic Engineering & surveying consultants ,Q CUTCHOGUE, NY 11935 PLANS ARE NOT TO BE SCALED. ONE AT&T WAY 1279 Route 300 Phone (845) 567-6 D 1 2 BEDMINSTER, NJ 07921 C� Far . e wart oraer Drawing Na Rev Bid Newburgh, NY 12550 (800) 829-65 10 01 IB ORIGINAL 512E IN INCHES 0 For Construction CB 10/01/1B www.tectonicengineering.com 5 6°°�/ / 9410.NYCENY1027 A02 0 AS NOTXD N NOTE NOTE RECTIFIER & LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY REMOVE EXIST DIPLEXERS AT EQ=LEVEL NOTES 1 INSTALL NEW —48VDCPP EMERSON NETSURE 512 WITH 7 CONVERTER COUNTS AND MAY NOT REFLECT FINAL RF DESIGN REFER ( 48VDC RECTIFIERS, (0) 48V—TO-24V CONVERTERS AND () TO LATEST RF DATA SHEET FOR FINAL LTE 48VDC 180AH BATTERY STRINGS ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC 2 REMOVE 24V—TO-48V CONVERTER UNIT AND TRANSFER ALO 48V EXIST 24V RECTIFIERS 6 LOADS TO NEW EMERSON NETSURE 512 POWER PLANT INSTALL REQUIRED 24V RECTIFIERS 4 REQUIRED RECTIFIER AC FEEDS AND BREAKERS TO EXISTING EXIST 48V RECTIFIERS 0 BREAKER PANEL, ITS ACCEPTABLE TO REPURPOSE UNUSED o - 24VDC RECTIFIER CIRCUIT POSITIONS SIX (6) NEW RECTIFIER REQUIRED 48V RECTIFIERS 7 '011- O1 DROPS NEEDED FOR THE 48VDCPP X FOT 3 TURN OFF (2) EXISTING 24VDC RECTIFIER FOR A TOTAL OF (4) NOTE [If 24VDC RECTIFIERS (N+1) ON CL RECTIFIER/CONVERTER QUANTITIES PROVIDED BY SHORE 2 SHORE EXIST GPS � EXIST GPS (NP) (NP) EXIST CABLE BRIDGE o EXIST CABLE BRIDGE ��\ o INSTALL NEW FMB & DC12 ON EXIST UNISTRUT EXIST DC6 & EXIST DC6 & �� (SEE DETAIL 5 & 6/AO5) FMB TO REMAIN FMB TO REMAIN INSTALL (1) NEW 2" i� INNERDUCT CONTAINING � %EXIST (1) NEW FIBER AND ,EXIST" f ARGUS (2) NEW DC CABLES ARGUS \ v TE20B TTTER ;� BABATTERY/ 'EXI BATTERY r EXI �A INE7 CA INET ARGUS C / ARGUS TE21 TE21 / r4O 'N, POWER )� POWER 1 1 i C BINE EXIST NOKIA GSM CABINET 1 h`- \E BINE? `r INSTALL NEW EMERSON 512 TO BE REMOVED (TYP OF 2) t.—1 \\ 1 POWER PLANT (SEE NOTE BELOW) (SEE DETAIL 8/A05) \ / 1 � V EXIST PURCELL PURCELL \. EXIST PURCELL PURCELL FLX16WS CABINET ,\+ FLX16WS CABINET / +\+\ EXIST EXIST�} �} \,\+ g•, i +\"\ LT / LUCENT\+\+ UMTS UMTS /+ � +\+ CABINET � � \+ CABINET EXIST METER \+\ � EXIST METER \+\+ �} EXIST DISCONNECT \+\ EXIST DISCONNECT EXIST AC PANEL +\ �} EXIST AC PANEL \ ✓�} EXIST TELCO BOX +\+ " EXIST TELCO BOX 1 EXIST EQUIPMENT LAYOUT PLAN 2 FINAL EQUIPMENT LAYOUT PLAN A03 SCALE 1/2" = 1' — 0" A03 SCALE. 1/2" = 1' — 0" fiFA NEW'g, UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT �\G�H EL®U D�pl- 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 Dote R—,Ion p d _ PLANS SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL PPmve DRAWING CONTROL EQUIPMENT LAYOUT STAMP OF THE PROFESSIONAL ENGINEER OR LAND hys�gned MP brawn JD Cbhecked CB \I SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES _— l 0 10/01/18 ISSUED FOR CONSTRUCTION • THIS DOCUMENT IS PREPARED SPECIFICALLY FOR THE /'T Q Tecton _ NO. NY EN P"mese Releasee cY Dete SITE N0. NYCENY1027 UE THIS AND PROJECT DESIGNATED HEREON MODIFICATION, - For �1R FA LOCATION NO. 10106284 ALTERATION,REVISION,DUPLICATION,OR USE WITHOUT L' Comment PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE. THE CONSENT OF TECTONIC IS STRICTLY PROHIBITED - _ (q 21855 COUNTY ROAD COPYRIGHT 2018 TECTONIC ALL RIGHTS RESERVED FAPPmvol Tectonic Engineering & Surveying Consultants O ,ry CUTCHOGUE, NY 11935 PLANS ARE NOT TO BE SCALED. ONE AT&T WAY 1279 Route 300 Phone (645) 557-8 `- p t 2 3 o , v a Work order Dmwmg No B,d Rev BEDMINSTER, NJ 07921 NewburghNY 12550 (BOO) 829-653 LD/Dt/tfi ORIGINAL 512E IN INCHES C-t",et— DB 10/01/1e www tectonlcenglneering.com St seals 9410.NYCENY1027 A03 0 AS NOTED N NOTE LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY AND MAY NOT REFLECT FINAL RF DESIGN REFER STRUCTURAL NOTE: TO LATEST RF DATA SHEET FOR FINAL LTE REFER TO STRUCTURAL ANLYSIS PERFORMED BY ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC BLACK & VEATCH DATED 07/19/18 w Q � o OF II U w N fn Q Q INSTALL NEW B5 RRH ON EXIST o b INSTALL ANTENNA NPIPE (SEE DETAIL 7/A05) ANTENNA PIPE (SEE DETAIL 7/AO5) w N EXIST AT&T ANTENNA TO BE REMOVED REPLACE EXIST AT&T ANTENNA WITH U) Q (TYP OF 3 PER SECTOR) NEW COMMSCOPE NNHH-65A-R4 ANTENNA ON EXIST PIPE (TYP OF 3 _ PER SECTOR) (SEE DETAIL 2/AO5) � 1 0000 R Ir EXIST B25 RRH TO REMAIN REPLACE EXIST RRH WITH NEW EXIST B25 RRH TO REMAIN EXIST AT&T 700 RRH TO 8 (TYP OF 3) B12/B14 RRH ON EXIST PIPE ___ (TYP OF 3) BE REMOVED (TYP OF 3) (TYP OF 3) (SEE DETAIL 3/A05) O EXIST DC6 TO REMAIN EXIST DC6 TO REMAIN INSTALL NEW WCS RRH ON EXIST 'j' ANTENNA PIPE (SEE DETAIL 7/AO5) ILII INSTALL NEW B5 RRH ON EXIST ANTENNA PIPE (SEE DETAIL 7/A05) r INSTALL � @�� ✓ IIii qZ� OR 9 a 5 RRH ON R Gy v S SFG�O °`� v�\ ANTENNA NEW PIPE (SEE DETAIL 71/AO5) R C FC 0 p1 5 2 INSTALL NEW WCS RRH ON EXIST P� ANTENNA PIPE (SEE DETAIL 7/AO5) NEW DC6 (SEE DETAIL 4/A05) oa REPLACE EXIST AT&T ANTENNA WITH EXIST AT&T ANTENNA TO BE REMOVED NEW COMMSCOPE NNHH-65A-R4 REPLACE EXIST AT&T ANTENNA WITH EXIST AT&T ANTENNA TO BE (TYP OF 3 PER SECTOR) ANTENNA ON EXIST PIPE (TYP OF 3 NEW COMMSCOPE NNHH-65A-R4 REMOVED (TYP OF 3 PER SECTOR) PER SECTOR) (SEE DETAIL 2/AO5) ANTENNA ON EXIST PIPE (TYP OF 3 PER SECTOR) (SEE DETAIL 2/AO5) 1 EXIST ANTENNA PLAN 2 FINAL ANTENNA PLAN A04 SCALE 1/2" = 1'-0" A04 SCALE. 1/2" = 1'-0" fjIF NEW ul EL 0�6 UNAUTHORIZED ALTERATION OR ADDITIONS 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 WITHOUT A FACSIMILE OF THE Rev Date Reason Approved DRAWING CONTROL SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL • ANTENNA LAYOUT PLANS V 4 `8 I wL STAMP OF THE PROFESSIONAL ENGINEER OR LAND Designed Dmwn Checked SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES — 0 10/01/18 ISSUED FOR CONSTRUCTION by. MP by JD by CB Tectom CUTCHOGUE THIS DOCUMENT IS PREPARED SPECIFICALLY FOR THE �� Purpose Released by Date �.!- SITE NO. NYCENY1027 CUENT AND PROJECT DESIGNATED HEREON MODIFICATION, FA LOCATION NO. 10106284 ALTERATION,REVISION,DUPLICATION,OR USE WTHOUT o Comment PMCTI[ALSOLUTIONS.EILCEPTIOIULSERVICE. 21855 COUNTY ROAD E CONSENT OF TECTONIC IS STIR CTLY PROHIBITED COPYRIGHT 2018 TECTONIC ALL RIGHTS RESERVED _ o For Tectonic Engineering 8c Surveying Consultants P C 1 THCUTCHOGUE, NY 11935 PLANS ARE NOT TO BE SCALED. ONE AT&T WAY Appmvel 1279 Route 300 Phone (845) 567-6656 0 1 2 3 BEDMINSTER, NJ 07921 L� Bid Newburgh, NY 12550 (800) 829-5531 S 30/01/18 Work order Drawing No Rev • Bo�ewoban DB 1D/D1/19 www tectonlcenglneering com Scans NDxeD 9410.NYCENY1027 A04 0 ORIGINAL SIZE IN INCHES 1� ADJUSTABLE DOWNTILT BRACKET TOP NEW OCTOPORT ANTENNA f-- —{ i, (SEE DETAIL 1/A05) 15,4" I _ 15 3" LD ~� N OSI H.6 TOP TOP �I ._ ul ell ' I 4 I � - �fes: I. TOP VIEW i i� � d'-gf,'y 'n ate-` '{fI TOP N EXIST ANTENNA FRONT SIDE MOUNTING PIPE COMMSCOPE NNHH-65A—R4 (ALL SECTORS) (WEIGHT 83.8) NOTES. , 1 ANTENNA TO BE LABELED "TRANSMITTER" PER FRONT ISOMETRIC FRONT ISOMETRIC FRONT ISOMETRIC APPLICABLE FIRE CODE REQUIREMENTS 2 INSTALL NEW LTE ANTENNAS TO MATCH EXISTING B12/B14 RRH 4x40 2300 MHZ RRH4x25—WCS AIRSCALE 4T4R B5 RRH LID I HEXPORT ANTENNA AZIMUTHS & TILTING ANGLES (612/814) (WEIGHT: 101.2 LBS) (630) (WEIGHT- 70 LBS) (WEIGHT: 35.3 LBS) N 1 ANTENNA DETAIL z ANTENNA MOUNTING DETAIL 3 RRH DETAILS A05 SCALE 3/4" = 1'-0" A05 SCALE 3/4" = 1'—O" 0 SCALE 1" = 1'-0" ° 3" 26 0" I 30" 37.8" I FRONT VIEW RIGHT SIDE VIEW 17.5" NEW AT&T RRH (1) 3"0 AC 14 (5) 3"0 OSP 10.5 CD DETAIL 3/A05) UTILITY 7„ CABLES " any- i 0 0 (4) 1"x45' CHAMFER rw m`` ERICSSON RRH 7 14" 3 5' N i POLE BRACKET (g) 1"p 00 o I RRN Y I TOP I ISOMETRIC _ I i o POWER SYSTEM DIMENSIONS PIPE MOUNT 1'—s" FRONT �. �_—_—_—_—_- US N 72"Hx3O"Wx378"D _ EO b 7 M POWER SYSTEM WEIGHT 752 LBS N -- ( , 27 0" 25 2" � I I —0 (2.300 LBS W/BATTERIES) III toLID ! I22.84" ! EXIST MOUNTING PIPE 11" 11" ro O O O O ±=4� 31.1. 77" RAYPDATOP BOTTOM SIDE MOUNTING PLAN DC6-48-60-18-8F FRONT EMERSON NETSURF 512 DC POWER SYSTEM COMMSCOPE FE18188 4 DC6 DETAILS s FMB DETAIL s DC12 DETAIL 7 RRH MOUNTING DETAIL 8 POWER CABINET DETAIL A05 SCALE: 1" = 1'—O" AO5 SCALE 1" = 1'-0" A05 SCALE. 1" = 1' — 0" A05 SCALE 1" = 1' — 0" t M9`r /4" = 1'-0" EL-gUE�1 UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENTF 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 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 byCB Tectom SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES - / CUTCHOGUE THIS DOCUMENT IS PREPARED SPECIFICALLY FOR THE ��Q Purpose Released by Data s� SITE N0. NYCENY1027 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 PLANS ARE NOT TO BE SCALED. ONE AT&T WAY Approval1279 e p 1 2 3 L� Newburgh t NY 012550 Phone (800) 829-6531 M BEDMINSTER, NJ 07921 For wo k Order Dm.In9 Na Rev Ed CJ� 1D/ot/19 • cooawanan GB to/ot/te `�V`A'W'•tectonlcengineering.com s=ale 9410.NYCENY1027 A05 0 ORIGINAL SIZE IN INCHES AS NOTED Proposed Configuration 'ANTENNAS MUST BE BUILT IN THE LOCATIONS SHOWN BELOW MOVE ANTENNAS IF NECESSARY ' Maintain a minimum of 6'separation UMTS 850/LTE 700(D/E)/WCS LTE 850 LTE 700/1900 c.n700/850 A�.Wr�Sf190ONVGSS M700/850 AWMS i900/W�Cs M7W/850 AWWS/19001WCMS' W�j MW ��j WW MW (W�/ �WvJ WM �Wj ,MW MW min U MW �9 �vn 'MWM �WMj �WMj. MWM �W�jj '`MWM �n�j �n�v/ (n(.�j RETRET RET Li Li 1-1 RET RET RET Cade Uwe Cable a_. 'WCS1tRH' 812/81A 'tPRVaC -/.c -1w' _WSW We Traver FbvT nk —————_— ___ ___-- -------- ---------------- Ground DC DC r� Main _ Powei �^^ Ieaseband( ALU 99lb LTE LINES SHOWING JUMPER CONNECTIONSEETWEEN PRO AND ANTENNA ARE FOR BLOCK DIAGRAM ONLY FORACTUAL CONNECTIONS REFER TO NOKIA FIELD GUIDES AND NOTICES GSM&UMTS 1900 May still be present at this site HW has been decommissioned and removed from the diagrams for clarity (ALL SECTORS) 1 PLUMBING DIAGRAM A06 SCALE N T.S. Of N£Wro/Nwwy UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 V 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 f 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 COPYRIGHT 2018 TECTONIC ALL RIGHTS RESERVED - For Tectonic Engineering & Surveying Consultants PLANS ARE NOT TO BE SCALED. ONE AT&T WAY O Approval 9'"` 9 Yi"9 Q� ` CUTCHOGUE, NY 119 0 1 2 3 845) 5 O Newbu gh Route1279 NY O 2550 Phone (800) 829-6 ``Ay BEDMINSTER, NJ 07921 F°r wok order Drawing No Re era f�(� to/Dl/le • Conswction CB 10/01/18 WWW t6CtOr11CL'r1gIrlE:Eflrlg.COM S�" wale 9410.NYCENY1027 A07 0 ORIGINAL SIZE IN INCHES AS NO 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 ' I �� TIONCUTCHOGUE 1 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➢