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TOWN OF SOUTHOLD � a BUILDING DEPARTMENT TOWN CLERK'S OFFICE � yht SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39068 Date: 7/31/2014 Permission is hereby granted to: Our Lady of Grace RC Ch PO BOX 425 Fishers Island, NY 06390 To: to modify an existing telecommunications facility to the condition of the Planning Department Report of July 18, 2014 0 1-8 31 C) At premises located at: Oriental Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 9.-7-11.1 Pursuant to application dated 7/21/2014 and approved by the Building Inspector. To expire on 1/30/2016. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -COMMERCIAL $50.00 Total: $550.00 Building Inspector Form Na 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-canforming uses,or buildings and"pre-existing"land uses: t. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 'Upgrade/Modification to existing public utility wireless telecommunications facility New Construction: X' Old or Pre-existing Building: (check one) Location of Property: Oui Lady of Grace Church Oriental Avenue Fishers Island House No. Street Hamlet Owner or Owners of Property: Our Lady of Grace Church Suffolk County Tax Map No 1000,Section 9 Block 7 Lot 11.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: New Cingular Wireless PCS,LLC("AT&r) Health Dept.Approval: N/A Underwriters Approval: Planning Board Approval: N/A Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 50•00 New Cing Wirele , By: Ap cant Signa re Joseph C. D'Alto, Real Estate Manager TOWN OF SOUTHOLD 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 SoutholdTown.NorthFork net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined Storm-Water Assessment Form -7 Contact: Approved / 4,20 / Mail to: Disapproved a/c Phone: Expiration ector f i� . is •; PPLICATION FOR BUILDING PERMIT i FEB 2 8 2014 l Date ,20 [ INSTRUCTIONS e i w -This application MUST be completely filled in by typewriter or in ink and submitted to thk Building Inspector with 4 sets of plans;accurate plotiplan to scale.Pee according to schedule. b:Piot plan sktowirig7ocation oflot and of buildings on premise\pose ship to adjoining p emises or public streets or areas,and waterways. c.The work covered by this application may not be commencessuance of Build' Permit. d.Upon approval of this application,the Building Inspector wiluilding Permit t the applicant.Such a permit shall be kept on the premises available for inspection throughout the wo e.No building shall be occupied or used in whole or in part for se what so eve until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has nced within 2 months after the date of issuance or has notbeen completed within 18 months from such date.Ig endmen or other regulations affecting the property have been enacted in the interim,the Building Inspector may ain iting, a 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 issuce a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and of r plicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or olition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing c e,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Siture o pplic 1 or name,if a corporation) 6 �.C icy 1 3Ch5 7 (M ' ng a4dress of applic t) State whether applicant is owner,lessee,agent,architect,engineer,gener ,contractor,electrician,plumber or builder 0 Name of owner of premises © 6i o-C c ct (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. t Electricians License No. Other Trade's License No. 1. Location of land onhick proposed work will be done: r t0.t�,�l I.� o lr C-,,rG C it.�, CA_ or"., �:a Ave_ r\t l t e,�rs (S l cz,.�d House NumbeA Street Hamlet County Tax Map No. 1000 Section Block `'( Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occu_pancy f pyo ed construction: a. Existing use and occupancy U ;C„o(,t"S t A S4 4h Pk lol�c; (2 ' hi .MLA�I t Cwt u vl b. Intended use and occupancCab ztG s7'/1) 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work� jr/; escription) ��,fly 4. Estimated Cost ,[S,n73D Fee T (To be paid on filing this application) 5. If dwelling,number of dwelling units LJ IQ 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 use.U-)1VZA*-" -k4e (4yA - 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 9 - 11-7 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_NOIK- U6:r t'r- a��7rztC ' s t, b 14.Names of Owner of premises Q/[_ Ca_h.�G G. AddresS Lam..s 1,5A 4-1 A 63YPhone No. %0 1 61' Name of Architect Address Phone No Name of Contractor Address Phone No. 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 BE REQUIRED. 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--y * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) r, Yl being duly sworn,deposes and says that(s)he is the applicant (Name of in ividual signing contract)above named, (S)He is the VM - I A-f i A%!�ul C/-' ✓x-e- 104 (Contr ,Agent, orporate Offi er,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 are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �- d`aly�ofd kbru& 20 1 -'� NotaJry Pub' ignature of plicant Elizabeth M. egory / Notary PublicNew Jersey Mu(`nmmiccinn FYnirnc 5.7(1.7015 FOR INTERNAL USE ONLY SITE PL AN USE DETERMINATION Initial Determination Date Sent: Date:=== Project Name: Project Address: Suffolk County Tax Map No.:1000-_+__—�-= Zoning District: gig Request: guildin Permit Application and supporting documentation as to (Note: Copy of 9 proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: ` f Initial Determination as to whether site plan is required: o Signature of Building Inspector Planning Department (P.D.) Referral: - � Date of Comment: P.D. Date Received: 1 — Comments: Signa#ure of Planning Dept.-Staff Reviewer Final Determination Date: Decision: ginnattirp nf Roldina InsnPrtor so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G� • Q Southold,NY 11971-0959 Q COUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD August 1, 2014 New Cingular Wireless 5841 Bridge Street E. Syracuse, New York 13057 To Whom It May Concern: I recently sent a Building Permit to this office for upgrading a site for AT & T at Our Lady of Grace Church on Fishers Island. Please disregard this permit as it has been voided. A new permit was issued for this site and picked up by the attorneys office handling the wireless modifications. apologize for the confusion. Yours Truly, Connie Bunch Southold Town Building Dept. Design. 2255 Sewell Mill Road,Suite 130 Build. Marietta,Georgia 30062 Phone:(678)444-4463 INFINIGY8DeUver. Fax:(678)4444472 www.infinigY eom Structural PE Letter Site Name 343-003 Fishers Island 10097475 Site Location Oriental Ave. and Ettrick Ave. Fishers Island,NY 06390 Suffolk Count Building Codes 2006 IBC/2010 New York State Building Code Structure Type Tripod Date 12/18/2013 Proposed Loadina Mount t Appurtenance Mount T Height(ft) Q y pp Type Coax& Lines Carrier 40.0 1 Andrew VHLPX4-6W-4GR/B Tripod (1) CNT-400 Sprint 1 Ericsson TN 6L/2X 143T/64X HP Infinigy Engineering has been requested to review the existing tripod and Church Steeple to determine if they are adequate to support the loading listed above. Our review was based on the Infinigy Site photos and the proposed loading listed in the NER-MW-92806 CTCT00-Mystic- Broadway Ave-NYNYXX-Fishers Island rev 1 Handoff dated August 2, 2013. After reviewing updated proposed loading, it is our opinion that the tripod and supporting structure meet the specified TIA code requirements. The structures are therefore deemed adequate to support the proposed loading as listed in this report. If you have any questions, require additional information, or actual conditions differ from those as detailed in this report please contact me at your earliest convenience rC NEWk �.,. � Joseph R. Johnston, P.E. �� �t-�O6 Department Manager- Structural f ©' i r L!J c :6 09118 �R�FESS�ONP� � 3 CODE COMPLIANCE: DO NOT SCALE DRAWINGS: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING o IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL +�..� off' CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORKW RESPONSIBLE FOR SAME. NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: o gx 1. 2010 BUILDING CODE OF NEW YORK STATE 6. 2010 PROPERTY MAINTENANCE 2M 2. 2010 EXISTING BUILDING CODE OF CODE OF NEW YORK STATE NEW YORK STATE 7. 2010 FUEL GAS CODE 3. 2010 ARE CODE OF NEW YORK STATE OF NEW YORK STATE at & t 4. 2010 PLUMBING CODE OF NEW YORK STATE 8. 2010 MECHANICAL CODE NEy/ 5. 2010 ENERGY CONSERVATION OF NEW YORK STATE CONSTRUCTION CODE OF NEW YORK STATE 9. 2011 NATIONAL ELECTRIC CSP CODE WITH NY AMENDMENTS IN THE EVENT OF ANY CONFLICT, THE MORE RESTRICTIVE CODE o PROVISION SHALL GOVERN. 1 SITE NAME: FISHERS ISLAND } PROJECT INFORMATION: 0, g6 l LANDLORD: ROUROMALADY OF GRACE N CATHOLIC CHURCH FA NUMBER: 10097475 _ I �`i ,� m A 10 - ADDRESS: PO BOX 425 ,F FISHERS ISLAND, NY 06390ORIENTAL AVE. & ETRICK AVE.SITE NAME: FISHERS IS SITE NUMBER: NYNYN 0801AND FISHERS ISLAND, NY 06390 ' FA NUMBER: 10097475 1 W9 FOR REW—W DAD A4 SITE ADDRESS: ORIENTAL AVE. & ETTRICK AVE. O xwED F'tlt RENEW DAD A�N4 FISHERS ISLAND, NY 06390 VICINITY MAP LOCATION MAP: _ 1e �,� JURISDICTION: TOWN OF SOUTHOLD (NOT 7O SCALE) (NOT TO SCALE) r STP- orw0: COUNTY: SUFFOLK oroy A - APPROVED �iS �,O' d® Le non a - 1 i_, owgned ow r� LATITUDE: 41' 15' 38.70" N i ' ` _ ett City zr \ cn.acad��oreo� LONGITUDE: 72' 00' 51.90" W i. E `3l J OU t76' A.M.S.L. B P -s� Project - v - Num6x GROUND ELEVATION: + PROPOSED MW RAD CENTER: 36' AGL ,� 11 No reston ., '500, BY Project Tm, STRUCTURE HEIGHT: ±66' AGLCST I}; ;U r� IFY BUILDING DEP RTA4ENT AT FISHERS ISLAND SCOPE OF WORK: INSTALLATION OF MW DISH ; AV TO 4 PM FOR THE Little iia da Mo enter, ,': & EQUIPMENT stHad 12 ,,, opld f srrE . c_ _nNS: FA#:10097475 PROJECT DIRECTORY: ,SB .: P � k - A � ` E Lyme - stia D ester) 2, OUGh FRN" FOERS MAND,WOOM PROJECT MANAGER: GENERAL DYNAMICS INFORMATION TECHNOLOGY TRAPPING, ELL- 661 . 661 MOORE ROAD, SUITE 10 �Lbn'dori; P r�d e• , MICROWAVE PROJECT v� KING OF PRUSSIA, PA 19406 OI ;' 1� ^ x_ SULATION rt \- INAL CC^J;-R! ; F! ECTR" ' CONTACT: MICHAEL REBNER ?Q = _ - W PHONE: (484) 239-9280 Fisers � UST BE COI I E C. I] Is�and l/ ONSTRUCTIC y S';ALi THE $d ENGINEER: INFINIGY ENGINEERING SIVE ✓ .�� � F UIREMENTS CF THE S OF NEW Q 2255 SEWELL MILL ROAD, SUITE 130 �/ Y;��-� _ K STATE. NOT` ESPCN�lSLE FOR Z 00ce MARIETTA, GA 30062 I� GNOR CONSTRUCTION ERRORS. CONTACT: RUSSELL BLACK ;r r Q PHONE: (678) 444-4463 --. -- - ' � - - --� APPLICANT' of&t MOBILITY CORP. Q `p Tg 5841 BRIDGE STREET rn EAST SYRACUSE, NY 13057 Z N Z m SHEET INDEX: w — OCCUPANCY NOTE: SHEET # TI . t , EV.# DATE 19 BE THIS FACILITY IS UNMANNED, NOT FOR HUMAN HABITATION, & APPROVALS: HANDICAP ACCESS IS NOT REQUIRED. A TECHNICIAN WILL VISIT THE T1 TITLE SHE s ' CTa). r 7;�72,l $,!Y /21/14 Dix1npScsW SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL oUt MOBILITY: AS NOTE NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON C1 GENERAL NOTES 1 02/21/14 DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH C2 OVERALL SITE PLAN 1 02/21/14 wean• DISPOSAL IS REQUIRED & NO COMMERCIAL SIGNAGE IS PROPOSED. SIGNATURE DATE GENERAL DYNAMICS CONSTRUCTION C3 EQUIPMENT ROOM PLAN/STEEPLE PLAN 1 02/21/14 oremrerMw C4 BUILDING ELEVATION 1 02/21/14 0,.,Safely. ❑call aef m You�8 SIGNATURE C5 MW DISH RADIO ATTACHMENT DETAILS 1 02/21/14 TITLE SHEET Dig �tI�Mw Reqi and Ina» DATE Et ELECTRICAL DETAILS 1 02/21/14 811 ❑eonerm um" OWNER/OWNER's AGENT E2 GROUNDING RISER DIAGRAM 1 02/21/14 New York o Respeat de MarksD"'rew�` E3 GROUNDING DETAILS 1 02/21/14' www.digoaftlynewyork.org ❑asp am* SIGNATURE DATE E4 GROUNDING DETAILS 1 02/21/14 T1 po GENERAL PROJECT NOTES GENERAL CONSTRUCTION NOTES 4--J. 1. THE ENGINEER SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT 1. GENERAL ON A ONE TIME BASIS. A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION +J 2. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY SAFETY. $ CONDITIONS THAT VARY FROM ?HOSE SHOWN ON THE PLANS. THE B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIESm CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY THE EXPRESSED APPROVAL OF THE ENGINEER. AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY 3. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND LOCATE AND PRESERVE UNDERGROUND UTILITIES. ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR ` DURING THE PERFORMANCE OF THIS CONTRACT. NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER +� 4. THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL. DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND BEFORE DISTURBED AS DETERMINED BY THE ENGINEER. COORDINATE HIS WORK WITH THE WORK OF OTHERS. fez 5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. !� E. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL BE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR. INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. 2. STRUCTURAL NOTES/DESIGN CRITERIA: �,.., .;_ p 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS, AND COORDINATE WORK WITH ALL CONTRACTS FOR THE SITE. A. REFERENCED DESIGN CODES: 8. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE —INTERNATIONAL BUILDING CODE—BUILDING/DWELLING CODE (LATEST EDITION) �710g6 IN ACCORDANCE WITH THE LATEST REVISIONS OF THE STATE/LOCAL CODE —INTERNATIONAL BUILDING CODE—STRUCTURAL CODE (LATEST EDITION) AR NPV AND OSHA REGULATIONS FOR CONSTRUCTION. —MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE LATEST EDITION) 9. ALL U71UTY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE —AISC LOAD & RESISTANCE FACTOR DESIGN (LRFD LATEST EDITION) COORDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE ENGINEER —BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI LATEST EDITION) AMICABLE STA-M A 1010�uUB AND THE UTILITY OWNER 24 HOURS BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. 10. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. 11. NO OUTSIDE STORAGE ON SITE SHALL BE PERMITTED. 12. SITE GROUNDING SHALL COMPLY WITH AT&T GROUNDING STANDARDS, LATEST EDITION, 1 W=FM RMV °AD h AND COMPLY WITH AT&T GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL ° Wn FOR REWIN °AD;7W4 GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. "° a+aer/R1Yp1AW4D b 13. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE Drawl ado Dal WI SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF TOTAL BID Chocked: fig_ �o.1e PACKAGE PRIOR TO BID SUBMITTAL n.a _ 14. FOR ITEMS THAT SHALL BE PROVIDED BY THE OWNER & INSTALLED BY THE CONTRACTOR, SEE 'OWNER SUPPLIED MATERIAL LIST" INSERTED IN THIS DRAWING PACKAGE. Project Number 343.003 15. RECORD DRAWINGS, MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED PmodTfe OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 16. FOR OUTDOOR ATS, SECURE PROPOSED ATS TO EXISTING AT&T EQUIPMENT SHELTER USING UNISTRUT FISHERS ISLAND AND 3\8.0 GALV. WEDGE ANCHORS. 17. ALL WORK SHALL BE DONE IN A SATISFACTORY AND PROFESSIONAL WORKMANLIKE MANNER. ALL WORK FA# 10097475 SHALL BE SUBJECT TO INSPECTION DURING CONSTRUCTION AND FINAL APPROVAL BY THE CONSTRUCTION MANAGER. ORIENTAL AVENUE 8 dCKAVENUE 18. THE CONTRACTOR SHALL PROVIDE ANY NECESSARY PROTECTION FOR EXISTING UTILITIES DURING CONSTRUCTION EIT MILMD,MY0 FISHERS ISLAND.NY 06390 19, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL WASTE DEBRIS AND VEGETATION FROM THE SITE. BURIAL AND/OR BURNING OF WASTE MATERIALS IS NOT ACCEPTABLE. MICROWAVE PROJECT V z �4 C JO pNpO 2 U) al AMM^ll� m cnd W Z Cn Zo W 0 Drawing Scale: _ AS NOTED Date: 01/13114 Drawing Title GENERAL NOTES THE CON7RACTOR SHALL VISIT THE SIZE BEFORE BIDDING ON THE WORK CONTAINED 107HIN 7HIS DESIGN PACKAGE. Df8111°g Nufter DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO 7HE ENGINEER'S A77EN770N PRIOR TO BIDDING C'' oo INFORMATION SHOWN ON THESE DRAWINGS BASED ON INFORMATION PROVIDED BY OTHERS&HAS NOT BEEN FIELD VERIFIED BY INFINIGY ENGINEERING.INFORMATION SHOWN DOES NOT REPRESENT AN ACTUAL SURVEY&IS APPROXIMATE ONLY. n 1� W <-n II n Ew � Ico I I I I i• P�_ s O 07109(0 rf LAWS 1 ISWM FOR RFWEW Ono n o ISM FOR RENEW ono w seErwY/larlrlm oeN Draw ao Date: Deatgned: DAD Date: Checmd r� Project Nurmw EXISTING STAIRS 343-0M EXISTING CHURCH Pr*ctTme UP FISHERS ISLAND PROPOSED WLPX4-6W-4GR/17 4'MW DISH FA#.10097475 O 36'AGL 70 DISH RAD CEN7ER (23.25' AZIMUTH) ON EVS77NG 7RIPOID MOUNT— ORIENTAL AVENUE& EVS77MG 3'MW DISH ON JXS77NG 7R/POD ETIRICICAVENUE MOUNT TO BE REMOVED 70 PRONDE FOR FISHERS"D.NY 06= INSTALLA7701V OF PROPOSED 4'DISH MICROWAVE PROJECT EXISTING AT&T Lq 1 EQUIPMENT ROOM C3 IN BASEMENT r 9 0 W z o & Q EXISTING S7EEPLE \\\\ // 1 1 01 C3 AB01/E x�\ cn Z o W n � UP Drawing Scale: AS NOTED EXISTING STAIRS Date: 01/13114 DravArV Title DISCLAIMER OVERALL i SITE PLAN 1 OVERALL SITE PLAN THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A yo __ SCALE: CURRENT LAND SURVEY.ALL PROPERTY LINES,EASEMENTS,AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF On wing Number 5• 0 3• 10 CONSTRUCTION.INFINIGY DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES,EASEMENTS AND SETBACKS. C2 T rc r' �wuf o w NOTE 4`' EMS77NG AT&T THE(2) PROPOSED CVT-400 3/6"CABLES FROM AC PANEL PROPOSED RADIO EQUIPMENT IN LTE RACK TO LIE RACK PROPOSED 7N 6L/2X 143TI64X HP RADIOS/N EXIS77NG AT&T PROPOSED RADIO EQUIPMENT EXISTING CHURCH STEEPLE 70 FOLLOW ROUTE OF' r � TRANSFER SWITCH F70 BE INSTALLED/N LIE RACK EXISTING AT&T CABLES EXACT ROU77NG SHALL BE C00RD/NATED W77H AT&T. EX/S77NG CABLE EXIS77NG CHURCH t PANEL � PORT IN CEILING PROPOSED VHLPX4-6W-4GRA 4'MW DISH " OF u�B NOTE O 36'AGL TO DISH RAD CENTER (2325' "\ EXISTING HORN DIRECTLY ABOVE PROPOSED MW DISH 70 BE RELOCATED AS REQUIRED. AZIMUTH) ON EXISTING TRIPOD MOUNT— 7E70S7lNG 3'MW DISH ON IXIS7/NG TRIPOD MOUNT TO BE RSWOVED TO PROVIDE FOR EXISTING DOOR EXIS77NG HORN (TYR) INSTALLA710V OF PROPOSED 4'DISH (1) PROPOSED CNT-400 3/6" CABLE FROM LINE OF EXIS77NG ' MOM FOR IE4EN NO r� EXIS77NG LUCENT BTS ` PROPOSED RADIO EQUIPMENT IN LTE RACY 70 EXIS77NG AT&T AN7ENNA GABLE ROOF BELOW +0 _��= MAIM DO o EACH OF(2) PROPOSED 7N 6L/2X 143TI64X HP EXIS77NG NOKIA BAS RADIOS IN E10ST/NG CHURCH STEEPLE(APPROX. Dreww o.e Date \ / 86'RUN EACH CABLE) — EXACT ROUTING 10 BE \ / DeeiOnae:—GNL–Dere• COORDINATED WITH AT&T `\ /� Qbeckoct A_Dde EX7S77NG \ D / EXHAUST FAN EXIS77NG AT&T ANTENNA \\\ /// Pro)odNwT*w 343-003 EX1S77NG RACK RR.01.00 \ / tj / \\ ---_ — / ProjectTitl e N\ \ IT/ FISHERS ISLAND FA#*10097475 I EXIS77NG RF TRANSPARENT 00 EXISTING NOKIA 8TS \`\ i/ j I MENTAL AVENUE 6 LOUVERS (TYP.) I x I EXISTING STEEPLE ETTRICKAVENUE EX/S77NG TELCO BOARD FISHERS ISLAND,NY 08390 &XBAT7ERIER PLANT �i /// \\\ II MICROWAVE PROJECT 1 EXIS77NG DOOR % \\ Q O,D Z Ij ` Vm � y EXISTING STAIRS Q _Z £XIS77NG AT&T ANTENNA-1 Z Zm n � j UP Drawing Sae: AS NOTED Date: 2Lf 3n4 Dewbv Tina EQUIPMENT ROOM PLAN/ 1 EQUIPMENT ROOM PLAN 2 STEEPLE PLAN STEEPLE PLAN -- SCALE: -- SCALE: Drewtn9 Number ti 2' 0 2' 4' C3 oo GENERAL NOTES: 4N-J 1. ALL VERTICAL TRANSMISSION LINE RUNS FROM THE ANTENNAS SHALL BE GROUNDED NEAR THE TOP AND ^� BOTTOM OF THE CABLE RUN (BEFORE THE CABLE MAKES HORIZONTAL TRANSITION IN THE EQUIPMENT ROOM). d ti n ADDITIONAL TRANSMISSION UNE GROUND KITS SWILL BE INSTALLED AS NEEDED TO WAIT THE DISTANCE o w BETWEEN GROUND KITS IN ACCORDANCE WITH AT&T STANDARDS. � " 2. THE CONTRACTOR SHALL CONDUCT A TDR SWEEP TEST ON ALL THE NEWLY INSTALLED TRANSMISSION LINES o e TO DETERMINE THE CABLE CONDUCTOR RESISTANCE, CABLE INSERTION LOSS, REFLECTION AND STIMULUS z m RESPONSE MEASUREMENTS (MUST BE DONE WITH PRECISION LOAD). 3. DRIP LOOPS SWILL BE INCORPORATED IN CABLE RUNS TO PREVENT WATER FROM TRICKLING DOWN THE LINES INTO THE EQUIPMENT ROOM. EIV' 4. FIELD VERIFY MOUNTING HARDWARE OF MW DISH(ES), STAND-OFF BRACKETS, ETC.. 5. CONTRACTOR TO CONFIRM MW DISH TYPE(S), CABLE LENGTHS, AZIMUTHS AND HEIGHTS WITH FINAL RF INFORMATION. PROPOSED 77V 6LIW 143T/64X HP RADIO 1 - (TYP. OF 2) 0 Lu PROPOSED MW DISH CONFIGURATION & CABLE SCHEDULE _? MODEL # LOADING HEIGHT AZIMUTH CABLE CABLE RADIO QTY./TYPE PROPOSED VHLPx4-6W-4GR/$ 4'Mw Dl57i 4 G�1 (RAD CENTER) QTY./TYPE LENGTH O 36'AG1L 70 DISH RAD (2=)VIER (23.25' A 1NLPX4-6W-4GR/8 36'AM 23.25' (2)CNT-400 t86'EACH (2)TN 6L/2X 143T/64X HP A21MUI74) ON EXS7/NG 7RIPOD MOUNT 1�2 70 u,6 INSIDE EX/S17NG STEEPLE- EXIS7/NG 3'MW DISH ON E)OS7ING 7RIPQD MOUNT 77D BE C5 REMOVED 70 PROVIDE FOR INSTALLA770M OF PROPOSED 4'DISH 1 IS M PoR REVIEW t>Ao t 0 MM FOR REVIEW DAD ^V%4 Ne. mw1mak. o.a Drawn: n.e Dat Dasigkree:�pQ,— checked Am Date• Protea Hamner \ x3-M J I / Projed Title TINES£PLANS MVE BEEN DEVELOPED FOR 771E MODIf1(i WN OF AN D05 W UNMAMIIID NIECOMMUAMGVIONS FACIUTY OM71IED OR LEASED FISHERS ISLAND BY AT&T N ACCOi WXF WH THE SLOPE OF 10061K PROWM BY rkOc AT&T. MF7WY Has NCORPORA70 )FAS SCOPE OF 10ORK N 7IIE _H __--_——_ - FA#:10097475 RAW METE PLANS ARE NOT FOR COA57RUG710N UNLESS f AOCOMPAMED BY A PASSING SIRUCIL 4L STIMM AWYSS = I PREPARED BY A LICE]VSED S7RLACIURAL ENGAEER. SIRUCRIft c I OREWIALAVENUE& ANALYSIS MUST#YCLfmE BOTH 771E 57RI/CTTME ANDVENUE MOUNT(S). FIs►ER RAND. 0539g I MICROWAVE PROJECT o I CONIRAC7OR 70 PROVIDE& INSTALL ALL HANG= CLAMPS, HONSIING 0 I (Q GRIPS, GRIND KIT., ETC. AS REQUIRED FOR ROUINJG& SEMSM a I V OF PROPOSED CABLE FROM PROPOSED EOUIPMENT#V DMA G o I EQUIPMENT ROOM TO PROPOSED RADIOS O PROPOSED MW DISH � _} L004710N/N EXLS7ING CHURCH STEEPLE. I Q Z < 00 Co a Q 'Z Z-to F t r � (1) PROPOSED CNT-400 3/8e CABLE FROM PROPOSED w RADIO EQUIPMENT/N L7E RACK TO EACH OF(2) Z vi Z m PROPOSED 7N 6L/2X 143TI'64X HP RADIOS IN EVS77NO CHURCH STEEPLE(APPROX. 86'RUN EACH CABLE) - EXACT R0U7WG TO BE COORDINATED WTH AT&T� � EXISTING GRADE )L Draarinp Scale: AS NOTED TO PROPOSED AT&T N07E. tee. RADIO EQUIPMENT IN PROPOSED CABLES 70 FOLLOW ROU7E OF mnan� L7E RACK EV$77NG AT&T CABLES FROM EOU/PMENT IN EXIS77NG AT&T EQUIPMENT ROOM 70 DrwMng Title PROPOSED RADIOS O THE PROPOSED MW DISH EXISTING AT&T LOCA7/01V INSIDE EX/S77NG STEEPLE EQUIPMENT ROOM BUILDING IN BASEMENT ELEVATION Drawing camber 1 BUILDING ELEVATION C4 -- NOT TO SCALE io I in }}o 1120 THREADED ROD (SUPPLIED ,4 w W 107H CLAMP SET) — TYP. $ ti, !1 to EXISTING TRIPOD '� C m DISH M0UN77NC PIPE ! 1 ^t -5 EXIS77NG TRIPOD DISH Q PJ0INGER MOUN77NG PIPE I a G IN 61/2X 143TI64X HP 3 RADIO (TYP. OF 2) y ak 2-316-0 GALV. STEEL PIPE y _ �`` X71096� �•� VHLPX4-6W-4GR/B 4'MW DISH PIPE TO PIPE LYAMP SET (TYP.. OF 2) ai uas 1 VHLPX4-6W-4GR/6 4'MW DISH 01monsW t In InNws(atm) 1 MU FOR REMEW NO A4 _ 0 WM FOR FEW" OMn3A4 AI►tinn[sj:i,.R0 A 9 C_ D E Ra abdhi lomm hA oet4 4 1: 48.3(1251) 1'r.5(445) I VA(07) 1 0.3 060) 1 11:8(3031 Drawn: n.a Dare Designed DAD Det Lv cneatee:�Date*2 MW DISH DETAIL -- NOT TO SCALE Project Number PLAN VIEW x41°°3 Project Title FISHERS ISLAND FA#:10097475 ORIENTALAVEW E 6 2-318-0 GALU. STEEL PIPE ETTRIOKAVE" FISNEN ISLAND.NY 0800 MICROWAVE PROJECT 7N 6L/2X 14JT164X HP V a RADIO hi VHLPX4-6W-4GR1)7 4'MW DISH Z ` to J m 7N 6L/2X 143T/64X HP p. RADIO Q CD LAMP SET Z -2 (TYP. Z m W m EXIS77NG TRIPOD 19 - O/SH MOUN77NG 41% Drawing Scale: EXIS77NO TRIPOD MOUNT AS NOTED Doe: 01/13/14 Drawing TRIO ELEVATION VIEW MW DISH~10 ATTACHMENT DETAILS 1 MW DISH RADIO ATTACHMENT DETAIL Drawing Nufftw NOT TO SCALE 05 � � F ELECTRICAL INSTALLATION NOTES. (AS APPLICABLE) 1.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND LOCAL ELECTRICAL CODE. 4mJ : o 2.CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SWILL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. C 3.WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND LOCAL CODE. gn 4.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND LOCAL CODE. 0% 5.CABLES SHALL NOT BE ROUTED THROUGH LADDER—TYPE CABLE TRAY RUNGS. 6.EACH END OF EVERY POWER PHASE CONDUCTOR I.E. HOTS GROUNDING AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR—CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, H INCH PLASTIC ELECTRICAL TAPE WITH LN PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SWILL CONFORM WITH NEC, OSHA AND LOCAL CODE. W 7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E. PANELBOARD AND CIRCUIT ID'S). FG B.PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID EXIS77NG AT&T PLASTIC LABELS. AC PANEL +: LIE RACK 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. EXISTING AT&T PROPOSED RADIO EWPMENT -: - 10.POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#12 AWG OR LARGER), 600 V. TRANSFER SIMTCH TO BE INSTALLED /N LIE RACK `�c�` 7 09x0 OIL RESISTANT, THHN OR THWN-2, CLASS B STRANDED SOPPER CABLE RATED FOR 90' C (WET AND DRY) OPERATION; LISTED OR LABELED FOR EXIS77NG CABLE EXIS77NG CHURCH THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. PORT IN CEILING PANEL M to e 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SWILL BE SINGLE CONDUCTOR (16 AWG OR LARGER) 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION. CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET AND DRY) OPERATION, LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. I � i 12.POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI—CONDUCTOR, TYPE TC CABLE (#12 AWG OR LARGER) 600 V OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET AND DRY) OPERATION: WITH OUTER JACKET, LISTED EXISTING DOOR 691ED Fan REVIEW oAo A4 OR LABELED FOR THE LOCATION USED, UNLESS OTHE-RIMSE SPECIFIED. ----y o 6SIIE9 FOR REVILV DAD XAV4 I w auoriR.,aloe Dr. 13.ALL POWER CONNECTIONS SHALL BE CRIMP—STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS 1 Drawn MW Date , NAM4 AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75' C (90' C IF AVAILABLE). EXISTING LUCENT BTS Dedgno&_Rg—Date , 01MA4 F Ctwdrd: M_D.te 14.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. EXISTING NOKIA BTS 15.ELECTRICAL METALLIC TUBING (EMT) SWILL BE USED FOR ALL INDOOR LOCATIONS. 1 ` Projed Nwnb r 3�3 D03 EXIS77NG \11 16.LIQUID—TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID—TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR EXHAUST FAN I� \ Pr*dWe FLEXIBILITY IS NEEDED. 1 EXISTING RACK RR.01.00 FISHERS ISLAND 17.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION—TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. \j FA#:10097475 18.CABINETS, BOXES AND WIREWAYS SWILL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. j ORIENTAL AYElN7E i 19.WIREWAYS SHALL BE EPDXY—COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD, SHALL BE PANDUIT TYPE ErIRICKNENY0 6390 E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. EA7S71NG NOKIA BIS BLAND. 20.EQUIPMENT CABINET, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY—COATED SHEET STEEL, SHALL _ �J EXIS77NG TELCO BOARD MICROWAVE PROJECT MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. EXIS77NG POWER PLANT & BAT7ERIES (� 21.METAL RECEPTACLE SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY—COATED, OR NON—CORRODING; SHALL MEET OR EXCEED UL (� 514 A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. $ Li 22.NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SWILL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR Q �§ WEATHER PROTECTED (WP OR BETTER) OUTDOORS. CONTRACTOR 70 PROHOE& INSTALL CONDUIT, EXIS77NG Z c 23.THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE OWNER BEFORE COMMENCING WORK ON THE POWER CONDUCTORS, JUNC7701V BOX(ES), BREAKERS E7C DOOR } 0: R x DISTRIBUTION PANELS. AS REQUIRED 7D PROVIDE POWER 70 PROPOSED 0 RADIO EQUIPMENT 1N L7E RACK FROM EXIS77NG 24.THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THEPOWER PLANT(E7f4CT ROUANG TO BE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. COORDINATED W7H AT&T) •a) 25. ALL ENCLOSURES IN EXISTING SHELTER TO BE STANDARD NEMA 3R ENCLOSURES. EA7577NG STAIRS W H I.L O1 Z Z3 c m W a� CJ DmwhV i Sca6- AS NOTED UP Date: 01A3N4 Drawing TRie ELECTRICAL. DETAILS 1 SHELTER INTERIOR PLAN �b SCALE: Drawing Nu tw �' 0 2' 4' El T �• GENERAL GROUNDING NOTES: 1. GROUND ALL EXPOSED METALLIC OBJECTS USING A TWO—HOLE NEMA DRILLED CONNECTOR SUCH AS THOMAS & BETTS #32207 OR APPROVED EQUAL. y�, Q'W`- 2. ALL EXTERIOR GROUND CONDUCTORS SHALL BE J2 AWG BARE SOLID TINNED COPPER. 8 MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE AVOID SHARP W BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8'AND THE INCLUSIVE m ANGLE OF ANY BEND SHALL NOT EXCEED 90'. GROUNDING CONDUCTORS SWILL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 3. ALL BELOW GROUND EXTERNAL CONNECTIONS SWILL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL—TYPE. EXCEPT FOR THE GROUND RODS WHICH ARE TEE—TYPE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED N SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZED PROPOSED SUCH AS HOLUB LECTROSOL J15-501. MW DISH PvDING R O 4. WHERE MECHANICAL CONNECTORS (TWO—HOLE OR CLAMP) ARE USED, APPLY A LIBERAL NOTE: PROTECTIVE COATING OF A CONDUCTIVE ANTI—OXIDE COMPOUND ON ALL CONNECTORS. CONTRACTOR TO 'KOPR SHIELD' ALL C9 �G PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTORS. USE STAINLESS STEEL CONNECTIONS TO GROUND BARS. 2 - HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM j; t SURFACES REQUIRING GROUND CONNECTORS, REPAINT TO MATCH EXISTING AFTER I,j CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE ALL GROUND CONNECTIONS (� • ": W SHALL BE APPROVED FOR THE TYPES OF METALS BEING ATTACHED TO. i� Z PROPOSED RADIO (TYP.) 5. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 6. THE GROUND CONDUCTORS SHALL BE RUN STRAIGHT FOR MINIMUM INDUCTANCE AND PROPOSED MW DISH MOUNTING PIPE VOLTAGE DROP. SINCE CABLE BENDS INCREASE INDUCTANCE, THE MINIMUM REQUIRED FEET OF THE GROUND RING SHALL BE DIRECTLY BONDED TO THIS GROUND SYSTEM, 6 AWG INSULATED BENDING RADIUS IS 8 INCHES WHEN BENDS ARE UNAVOIDABLE. ALL METAL WORK WITHIN 10 i WITHOUT USING SERIES OR DAISY CHAIN CONNECTION ARRANGEMENTS. 7. PAINT, ENAMEL, LACQUER AND OTHER ELECTRICALLY NON—CONDUCTIVE COATINGS SHALL BE REMOVED FROM THREADS AND SURFACE AREAS WHERE CONNECTIONS ARE MADE TO Fan w opo M ENSURE GOOD ELECTRICAL CONTINUITY. #2 BCW MSUED 0 WM Fat RE" DAD 31AIA4 8, CONNECTIONS BETWEEN DISSIMILAR METALS SHALL NOT BE MADE UNLESS THE CONDUCTORS #6 AWG INSULATED N' &amw"t'". oW ARE SEPARATED BY A SUITABLE MATERIAL THAT IS A PART OF THE ATTACHMENT DEVICE o PROPOSED ANTENNA GROUND BAR Dom. W ou LISTED AND APPROVED FOR USE WITH THE SPECIFIC DISSIMILAR METALS MAY BE USED FOR DeelOnea_�_Date THE PURPOSE. Checked: _W 9. ALL ABOVE GRADE GROUNDING TAILS LONGER THAN 36"TO BE ENCLOSED IN 3/4" RIGID �2 BCW BOND TO EXISTING GROUNDING SYSTEM Piolea Number PVC CONDUIT SECURED EVERY 36. ALL ABOVE GRADE GROUNDING TAILS LESS THAN 36` _U3-M OR WHERE BENDS ARE REQUIRED SHALL BE ENCLOSED IN PVC NMLT CONDUIT & SECURED AS REQUIRED. ALL CONDUITS TO EXTEND 6" BELOW FINISH GRADE & THE ABOVE GRADE Protea Two ENDS SEALED WITH CLEAR SILICONE. FISHERS ISLAND 10. INTERMEDIATE COAX GROUNDING TO BE INSTALLED ON VERTICAL RUNS THAT EXCEED 150 FEET IN LENGTH. CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION MANAGER ON FA#: 10097475 LOCATION OF INTERMEDIATE GROUNDING LOCATION. PROPOSED COAX CABLE ORIENTALAVENUE A ETTRICK AM3#JE RSHM ISLAND.NY DOW MICROWAVE PROJECT U V i �� 0 p .` EXISTING INTERIOR GROUND BAR i Q .� Z g'" m I I W c9i LL's, I o I Z Zm I I W EXISTING EQUIPMENT ROOM---I I I o � RADIO EQUIPMENT i EXISTING BOND TO EXISTING GROUNDING SYSTEM DravAreScoW, As NOTED Date: L------------ ----------------J 01113114 ENSURE RADIO EQUIPMENT IS BONDED PER DrevAng T@Ie MANUFACTURER'S SPECIFICATIONS & AT&T REQUIREMENTS. GROUNDING RISER DIAGRAM GROUNDING RISER DIAGRAM DraMnD Number NOT TO SCALE E2 HEAT-SHRINK APPLIED TO 5 2 LUG AND 1/2" (MIN.) OF rc CONDUCTOR 4 G NOTES: cc S/S BOLT (1 OF 2)- OC . 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 3 DIRECT GROUND WIRE DOWN TO GROUND BAR. o m 7/16" 0 ° 0 GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED 2" 0 0 0® OR RECOMMENDED BY CABLE MANUFACTURER. S 0 0 0 0 WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS n 0 ::Mom/ 0 Olf 0 0 0 O SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. ( 0 0 0 0 _ COPPER BUSS 3 0 0 O %-®r'- K I'r- S/S NUT S/S LOCK WASHER 1" 1 ANTENNA CABLE \ 1 N G ER .y0 WEATHERPROOFING KIT Gj 1 LUG DETAILLEGEND (SEE NOTE 3) P� -- NOT TO SCALE 1 - SOLID TINNED COPPER GROUND BAR, 1/4"x 4"x 20" MIN., NEWTON INSTRUMENT =- CO. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION CABLE GROUND KIT 2 - INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 "1 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING 3 - 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 BELLEVILLES. COAT ALL SURFACES WITH KOPR-SHETLD 4 - WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 BEFORE MATING. 5 - 5/8-11 X 1" H.H.C.S. BOLTS. NEWTON INSTRUMENT CO. CAT NO. 3012-1 _ A 6 - GROUND BAR SHALL BE SIZED TO ACCOMODATE ALL GROUNDING CONNECTIONS _ 2. FOR GROUND, BOND TO STEEL ONLY: INSERT A REQUIRED PLUS PROVIDE 50%SPARE CAPACITY 6 AWG STRANDED CU WIRE WITH WASHER BETWEEN LUG AND STEEL. COAT ALL 7 - GROUND BARS SHALL NEITHER BE FIELD FABRICATED NOR NEW HOLES DRILLED SURFACES WITH KOPR-SHETLD. 8 - GROUND LUGS SHALL MATCH THE HOLE SPACING ON THE BAR = - - GREEN, 60OV, THWN INSULATION 3. ALL HARDWARE TO BE 3/8" DIAMETER. 9 - HARDWARE DIAMETER SHALL BE MINIMUM 3/8" - _ `GROUNDEDSEE NOTES 1 1 & 2 GRAND BAR) I MM FM pEWW DAD iW,44 0 MM Fart IENEv Dao /t /MGROUND BAR �j ttftMrt -- NOT To SCALE CONNECTION OF GROUND Drawn: eeo7 3 KIT TO COAX CABLE Designed:_Dde Chadcad:�_Det 4 NOT TO SCALE . Pnrjed Nunber 343-M Pmjer3 Title FISHERS ISLAND FA#:10097475 ORIENTAL AVENUE a ETIRICKAVENUE FISHERS WAND,NY DOW MICROWAVE PROJECT COPPER GROUND CONDUCTOR FROM ANTENNA CABLE GROUND BAR ON WALL GROUNDS OR OTHER OBJECTS OR N ANTENNA TOWER, REQUIRING GROUNDING SEE3+ 00 `Z co m V o i-' gg6 N TRANSMISSION UNE W c TRANSMISSION EINE GROUNDING CONDUCTOR Z N Z o GROUNDING CONDUCTOR o W Qo oQ o t, 3 Drwdng Sale: AS NOTED Date: TWO HOLE LUG Ot113n4 CONNECTION, SEE DETAIL ANGLE MEMBER ROUND MEMBER Drawing This INSTALLATION OF GROUND WIRE oEraas 4 TO GROUND BAR 5 GROUNDING ADAPTER DETAILS NOT TO SCALE NOT TO SCALE Drawing NuNrer E3 cc }}t J W L m�7 O bn� .c�,�1� co F G < o,-lOg6 a uws I ISSUED FOR RENEW Dao=MTN O W"FOR W&V 2A A3A4 ftl Oft"IRwYm ARM OW Dn wm: opo Date: DOSW)et...Llp.—Das : - Cf.A*d:__ffiL_Dat.. MAIM TYPE VS TYPE TA TYPE HS TYPE SS TYPE PT Proled Nuaber 343.003 Pmmd TRIe NOS. CONSULT TE:PROERIJCO MANAGER LD TYPES" SHOWN HERE ARE OR SPECtnC MOLDS TO BE USED FOR PROJECT. FISHERS ISLAND 0 O D 0 FA#:10097475 0 ORIENTAL AVENUE& ETTRICKAVENUE TYPE 2—YA-2 RMERSBAND,NY06M O MICROWAVE PROJECT m i 00 TYPE CT TYPE HS -TYPE NA TYPE VS TYPE YA-2 >-.-I N o i� * 1 EXOTHERMIC WELD DETAILS QZ -- NOT TO SCALE (I> ` ^ o W cn LL a N C ZU) e W 2 I93 Drawlag Scale: AS NOTED Date: 01/13/14 Drawing Title GROUNDING DETAILS Drawing Number E4