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HomeMy WebLinkAbout20190760 Small Cell Antenna Node 8 Revised Plans Prepared By: INFINIGYg FROM ZERO TO INFINIGY the solutions are endless atact 1033 Watervliet Shaker Rtl Albany,NV 12205 Phone 518-690-0790 I Fax:518-690-0793 www.i nFi nigy.com „, ...a,,t?„, OHNE 0,74,,,,,fot4.„, , f, > t "' * I Cn 1 CRAN R STOG1 008 st, � • ,..... a 071096 F1 AROfiEss,,o, NG POLE UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF APPLICABLE STATE AND/OR LOCAL LAWS ROUTE 9P SPRINGS, 2 RREE:://u EF00OREEEERNWp'd0085//2//19 SARATOGA NY 12866 JW 04/04/9 trate Pro ect Number: I Drawn: 9(e Date:09/17/18 - Designed:nsw Date:09/17/1s DRAWING INDEX VICINITY MAP PROJECT DIRECTORY 665 003 Checked: nd0 Date:09/17/18 DRWG.# TITLE REV.# DATE STRUCTURE OWNER: NATIONAL GRID Project Tithe: T-1 TITLE SHEET 2 08/29/19 300 ERIE BLVD.WEST SYRACUSE,NY 13202 CRAN_RUNY_STOG1_ G-1 GENERAL NOTES 2 08/29/19 CONTACT: TBD 008 A-1 SITE LOCATION AND ELEVATION 2 08/29/19 A-2 EQUIPMENT DETAILS 2 08/29/19 APPLICANT: AT&T MOBILITY NG POLE 5841 BRIDGE STREETIII ROUTE 9P EAST SYRACUSE,NY 13057 A-3 NATIONAL GRID MAP 2 08/29/19 SARATOGA SPRINGS,NY 12866CONTACT: TBD E-1 UTIUTY&GROUNDING DETAILS 2 08/29/19 M . Prepared For: PROJECT MANAGER: CENTERLINE f �1 95 RYAN DRIVE SUITE 1 at8ct RAYNHAM,MA 02767 CONTACT CHRISTINE HOWELL (508)692-8553 THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, ENGINEER: INFINIGY DissEMINATED oR REDisTRIBUTED:rig,'THE 1033 WATERVLIET SHAKER ROAD ExPREss LVRITTEN coNSENr of ATsr. ALBANY,NY 12210 Project Manager: NCONTACT: JASON MARGELOT PHONE:(518)690-0790 PROJECT INFORMATION DRIVING DIRECTIONS CODE COMPLIANCE w..CENTERLINE CENTERLINE COMMUNICATIONS FROM:5841 BRIDGE STREET EAST SYRACUSE,NY 13057 v SITE NAME: CRAN_RUNY_STOG1_008 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALL IN ACCORDANCE WITH THE CURRENT GET ON I-690 E IN EAST SYRACUSE FROM BRIDGE ST.HEAD SOUTHWEST ON BRIDGE ST.USE THE LEFT 2 95 Ryan Drive Suite 1 I Barnham MA oz;6T SITE ADDRESS: ROUTE 9P LANES TO TURN LEFT ONTO WIDEWATERS PKWY.MAKE A U—TURN.USE THE MIDDLE LANE TO TURN RIGHT AT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING olfice:7et'1s.a7zs-Fax:ala-sal-sue THE 1ST CROSS STREET ONTO BRIDGE ST.TURN LEFT ONTO THE INTERSTATE 690E RAMP TO INTERSTATE IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. SARATOGA SPRINGS,NY 12866 1. INTERNATIONAL BUILDING CODE 2015 IBC 481.FOLLOW I-90 E TO NY-30 N IN AMSTERDAM.TAKE EXIT 27 FROM I-90 E.MERGE ONTO I-690 E.USE ( ) Drawing Scale: COUNTY: SARATOGA THE LEFT LANE TO TAKE THE INTERSTATE 481.TAKE EXIT 6 TO MERGE ONTO I-90 E.TAKE EXIT 27 FOR 2• TA—EIA-222—G OR LATEST EDITION NY-30 TOWARD AMSTERDAM.GET ON 1-87 N IN MALTA FROM NY-67 E.USE THE RIGHT 2 LANES TO TURN 3. NFPA 780—LIGHTNING PROTECTION CODE AS NOTED CD ZONING JURISDICTION: CITY OF SARATOGA ( ) 4. 2011 NATIONAL ELECTRIC CODE OR LATEST EDITION RIGHT ONTO NY-30 N SIGNS FOR NY-5S).KEEP RIGHT TO CONTINUE ON CHURCH ST.TURN LEFT ONTO 5. ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES,MOST RECENT EDITIONS Date: NY-67 E/CHURCH ST.CONTINUE STRAIGHT ONTO E HIGH ST.TURN LEFT ONTO HYDE BLVD.TURN RIGHT ONTO 6. NYS BUILDING CODE osizsns STRUCTURE TYPE: UTILITY POLE MALTA AVE.TURN LEFT ONTO U.S.9 N.USE THE RIGHT LANE TO TAKE THE RAMP ONTO 1-87 N 7. LOCAL BUILDING CODE FOLLOW 1-87 N TO NY-50 S/NY-29 TRUCK E IN SARATOGA SPRINGS.TAKE EXIT 14 FROM 1-87 N. Drawing Titie 8. CITY/COUNTY ORDINANCES LATITUDE: 43.07079T N DESTINATION ON THE LEFT. TITLE SHEET ON OF PARTICIPANTS LONGITUDE: 73.750176 W 8111.232EggEaunEs aEFORE youRI<(NORTH OF 5IG SAFELY NEW YORK TLL FREE:1-800-962-7962 OR Drawing Number ..,-.1v. www.digsafelynewyork.com NESP/uIRnYORK STATUTE Know....below. REoMINofz WORKING DAYS NOTICE T-1 0211 before you dig.BEFORE you ExcAVATE L i GENERAL CONSTRUCTION NOTES: 'Prepared By: 23. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER 4. DO NOT SCALE ELECTRICAL DRAWINGS;REFER TO SITE PLANS AND 31. TELEPHONE SERVICE:CONTRACTOR SHALL PROVIDE EMPTY CONDUITS 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE WORK,SHALL ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT,AND CONFIRM WITH PULL STRINGS AS INDICATED ON DRAWINGS. INFINIGY DEFINITIONS SHALL APPLY: BE REMOVED,CAPPED,PLUGGED OR OTHERWISE DISCONNECTED AT WITH CONSTRUCTION MANAGER'ANY SIZES AND LOCATIONS WHEN NEEDED. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' GENERAL CONTRACTOR POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, 5. EXISTING SERVICES:CONTRACTOR SHALL NOT INTERRUPT EXISTING DEPTH. SUBCONTRACTOR-CONTRACTOR(CONSTRUCTION) AS DIRECTED BY THE RESPONSIBLE ARCHITECT/ENGINEER,AND SUBJECT SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A FROM ZERO TO INFINIGY OWNER-AT&T TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS,FEES,INSPECTIONS,AND DEPTH OF 12"BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL the solutions are endless 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND TESTING.CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS AND TELCO SERVICE CONDUITS.CAUTION TAPE TO READ"CAUTION AND AT&T PROJECT SPECIFICATIONS. NOT COVERED BY THE TOWER,EQUIPMENT OR DRIVEWAY,SHALL BE PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. BURIED ELECTRIC"OR"BURIED TELECOMM." ,03 waer�riec shaker Ra Albany,Nv,zsos 3. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND GRADED TOA UNIFORM SLOPE,AND STABILIZED TO PREVENT EROSION. 7. THE TERM"PROVIDE"USED IN CONSTRUCTION DOCUMENTS AND 34. ALL BOLTS SHALL BE STAINLESS STEEL hone:5186900790 Fax:5,8-690-0793 SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE 25. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE SPECIFICATIONS,INDICATES THAT THE CONTRACTOR SHALL FURNISH AND ww w.i nFi nigy.com PROPOSED WORK AND SHALL MAKE PROVISIONS.GENERAL CONTRACTOR DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF REQUIRED INSTALL. GROUNDING NOTES: AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE FEDERAL 8, CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL THEMSELVES WITH ALL CONTRACT DOCUMENTS,FIELD CONDITIONS, AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. REQUIREMENTS,SUCH AS THE:LUG SIZE RESTRICTIONS,CONDUIT ENTRY, DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED 26, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN : COMPRESSION CONNECTIONS(2),2 AWG BARE TINNED SOLID COPPER GROUNDING.FROZEN MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN SIZE OF TRANSFORMERS,SCHEDULED DOWNTIME FOR THE OWNERS' fil # OF y'E AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY CONDUCTORS TO GROUNDING BAR.ROUTE CONDUCTORS TO BURIED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THECONFIRMATION,ETC...ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. ANY FILL OR EMBANKMENT. ATTENTION OF THE CONSTRUCTION MANAGER,PRIOR TO BEGINNING ANY 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN c S Te,4111tho, ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND �'� ,�A WORK. EACH SECTION AND LABEL EACH SECTION 'P""A,""N,"'I' WITH 4' , 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER ( ) 9. MINIMUM WIRE SIZE SHALL BE 12 AWG,NOT INCLUDING CONTROL WIRING, ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR # 1" LETTERS. t, t# UNLESS NOTED OTHERWISE.ALL CONDUCTORS SHALL BE COPPER WITH - ORDINANCES.GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE DENSITY IN OPEN SPACE.ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL 3. ALL HARDWARE 18-8 STAINLESS STEEL,INCLUDING LOCK WASHERS,THWN INSULATION. tat pNOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES, BE BACKFILLED WITH PLOWABLE FILL OR OTHER MATERIAL PRE APPROVED COAT ALL SURFACES WITH AN ANTI OXIDANT COMPOUND BEFOR 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CAST ALLOY t} REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BY THE LOCAL JURISDICTION. MATING.ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH 41 REGARDING THE PERFORMANCE OF WORK. 28. ALL NECESSARY RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL DIAMETER OR LARGER. to ;$ c, ,'" ENCLOSURES FOR OTHER CLASSIFIED AREAS. i� Z 9 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF INA 4. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM FLAT 'fp t? AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL LAWFUL MANNER. 11 OFITHE TCTHE INTENT UCTONOCONTRACF THESE TORNS TO SHOW EVERY TO FURNIMINOR SH ADETAIL WASHER BETWEEN LUG AND STEEL,COAT ALL SURFACES WITH AN FO °7109 F., CODES,ORDINANCES,AND APPLICABLE REGULATIONS. 29. ALL BROCHURES,OPERATING AND MAINTENANCE MANUALS,CATALOGS, ANTI-OXIDANT COMPOUND BEFORE MATING. A 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING SHOP DRAWINGS,AND OTHER DOCUMENTS SHALL BE TURNED OVER TO INSTALL AL ITEMS FOR COMPLETE EQUIPMENT EAPLACEDMNAND PR VIDE 5. NUT&WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE ROPESSIO�P\' MATERIALS,EQUIPMENT,APPURTENANCES,AND LABOR NECESSARY TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND ALL GROUNDING BAR AND BOLTED ON THE BACK SIDE. COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. PRIOR TO PAYMENT. WORKING ORDER. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE 7. PLANS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BEA 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY OF TOWER,ANTENNA LOCATION,AND CONNECTION ORIENTATION. DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISEGROUNDED,AS REQUIRED BY SPECIFICATIONS,SET FORTY BY AT&T. NOTED.DIMENSIONS TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PROVIDE AS REQUIRED. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING PRIOR TO FINAL PAYMENT. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL 7. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OFA ISA VIOLATION OF APPLICABLE sTATE AND/OR LOCAL LAWS BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE.THEREFORE, 31. SUBCONTRACTOR SHALL LEAVE PREMISES INA CLEAN CONDITION. CONTRACTOR INA FIRST CLASS,WORKMANLIKE MANNER.THE COMPLETED GROUNDING BAR TO AN EXISTING TOWER,THE SUBCONTRACTOR IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,SHOULD THERE BE ANY 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO QUESTIONS REGARDING THE CONTRACT DOCUMENTS,THE SUBCONTRACTOR POTABLE WATER OR SEWER SERVICE,AND IS NOT FOR HUMAN HABITAT INSPECTION&APPROVAL BY CONSTRUCTION MANAGER. MOUNTING THE GROUNDING BAR TO THE TOWER. SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID (NO HANDICAP ACCESS REQUIRED). 8. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. ARCHIETCT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK.DETAILS 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, WITH THE NATIONAL ELECTRICAL CODE(NEC),NATIONAL FIRE 2 REN8E0/ISSUED FOR PERNIT JW 08/29/19 ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE APPROXIMATELY 2 TIMES PER MONTH,BY AT&T TECHNICIANS. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE PROTECTION ASSOCIATION(NEPA)780(LATEST EDITION),AND REN8E0/ISSUED FOR PERNIT W OS/14/19 REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. FROM DEFECTS FORA PERIOD OF NOT LESS THAN ONE YEAR FROM DATE MANUFACTURER. a 880E0 FOR REMITw 04/0+/19 MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN OF ACCEPTANCE. Na. s"bn,IrrzlrRevlsl"" Ap a ore BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK. ACCORDANCE WITH THE LATEST REVISION OF AT&T MOBILITY GROUNDING 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE Project Number: Drawn: 9B Date:08/,/,e 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN STANDARD"TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS REPAIR OF ANY OTHER PHASE OF THE INSTALLATION,WHICH MAY HAVE Designed:Asw Date:oe/,/,e ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS WIRELESS SITES"AND"TECHNICAL SPECIFICATION FOR FACILITY BEEN DAMAGED THEREIN. 665-003 SPECIFICALLY STATED OTHERWISE. GROUNDING."IN CASE OFA CONFLICT BETWEEN THE CONSTRUCTION Checked: Aao Date:n9/t7/re 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR SPECIFICATION AND THE DRAWINGS,THE DRAWINGS SHALL GOVERN. PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR Project title: THESE DRAWINGS.THE SUBCONTRACTOR SHALL PROPOSE AN 35. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS THE DURATION OF WORK. ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR AND INSPECTIONS REQUIRED FOR CONSTRUCTION.IF SUBCONTRACTOR 18. PROVIDE AND INSTALL CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER CRAN RUNY STOGI TO PROCEEDING. CANNOT OBTAIN A PERMIT,THEY MUST NOTIFY THE GENERAL PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. - - 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF CONTRACTOR IMMEDIATELY. 19. DITCHING AND BACK FILL:CONTRACTOR SHALL PROVIDE FOR ALL 008 WORK AREA,ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE 36. SUBCONTRACTOR SHALL REMOVED ALL TRASH AND DEBRIS FROM THE UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING LIKELY TO BE SHALL CONFORM FTOCAELDL OSHA REQUIREMENTS AND THOENLOCAL BY THE VVORK UNDER THIS CTRACT.WORK 37. INIFORMATIONDASHOWNSON THESE DRAWINGS WAS OBTAINED FROM SITE EXCAVATION,BACKFILLING AND COMPACTION.REFER TO'FOUNDATION, NG POLE JURISDICTION. VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER.CONTRACTORS EXCAVATION,AND BACKFILLING NOTES.' 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO 20. MATERIALS,PRODUCTS AND EQUIPMENT,INCLUDING ALL COMPONENTS ROUTE 9P ACTIVITIES WITH OTHER DISCIPLINE. ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. THEREOF,SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. 12. ERECTION SHALL BE DONE INA WORKMANLIKE MANNER BY COMPETENT 38. NO WHITE STROBE LIGHTS ARE PERMITTED.ANY REQUIRED LIGHTING MUST APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF SARATOGA SPRINGS,NY 12866 EXPERIENCED WORKMEN IN ACCORDANCE 1MTH APPLICABLE CODES AND MEET FAA STANDARDS AND REQUIREMENTS. THE NEC,NEMA,AND IECE. THE BEST ACCEPTED PRACTICE.ALL MEMBERS SHALL BE LAID PLUMB 39. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURERS Prepared For: AND TRUE AS INDICATED ON THE DRAWINGS. INSTRUCTIONS AND RECOMMENDATIONS. CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES,SWITCHES,AND 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED 40. NO SIGNIFICANT NOISE,SMOKE,DUST OR VIBRATIONS WILL RESULT FROM ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MATERIALS APPROVED BY LOCAL JURISDICTION.SUBCONTRACTOR SHALL MANAGER PRIOR TO INSTALLATION. ���� THIS FACILITY.(DISREGARD THIS NOTE IF THIS SITE HAS A GENERATOR) KEEP AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DEBRIS. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS 41. NO ADDITIONAL PARKING TO BE PROPOSED.EXISTING ACCESS AND 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED AND NOTES.THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED PARKING TO REMAIN,UNLESS NOTED OTHERWISE. IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE BY DARK SHADED LINES AND NOTES.SUBCONTRACTOR SHALL NOTIFY THE . , . 'CONSTRUCTION MANAGER'UPON FINAL ACCEPTANCE. ` 42NO LANDSCAPING IS PROPOSED AT THIS SITEUNLESS NOTED OTHERWISE �Jl GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM 23. THE ELECTRICAL CONTRACTOR SHALL LABEL AL PANELS WITH ONLY THESE DocuMENrs ARE coNFiDENT1AL AND ARE THE THE DRAWINGS PRIQR TO BEGINNING CONSTRUCTION. ELECTRICAL NOTES: sOLEXP'ERTVE4T aTANDMIAVNTIEREPRODI ED, TYPEWRITTEN DIRECTORIES.ALL ELECTRICAL WIRING SHALL BE THE DissEMiNArEDORREDisrRiaurEDwirHourrHE 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ExPREss,tvRirENcoNSENroFArsr. MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL 24. DISCONNECT SWITCHES SHALL BE H.P.RATED HEAVY-DUTY,QUICK-MADE Project Manager: 16. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, ELECTRICAL WORK INDICATED.ANY/ALL CONSTRUCTION SHALL BE IN AND QUICK-BREAK ENCLOSURES,AS REQUIRED BY EXPOSURE TYPE. PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES.ANY DAMAGED ACCORDANCE WITH DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ABBREVIATIONS: PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE ANTI-OXIDE COMPOUND SUCH AS"NO-OXIDE A"BY DEARBORNE CIGBE COAX ISOLATED GROUND BAR EXTERNAL ` SATISFACTION OF THE OWNER. REQUIREMENTS,CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER'AS CHEMICAL CO.COAT ALL WIRE SURFACES BEFORE CONNECTING.EXPOSED 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR SOON AS POSSIBLE,AFTER THE DISCOVERY OF THE PROBLEMS,AND COPPER SURFACES,INCLUDING GROUND BARS,SHALL BE TREATED-NO MIGB MASTER ISOLATED GROUND BAR ff• CENTERLINE TO THE START OF CONSTRUCTION. SHALL NOT PROCEED WITH THAT PORTION OF WORK,UNTIL THE SUBSTITUTIONS. SST SELF SUPPORTING TOWER Ili, COMMUNICATIONS 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR 'CONSTRUCTION MANAGER'HAS DIRECTED THE CORRECTIVE ACTIONS TO 26. RACEWAYS:CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING GPS GLOBAL POSITIONING SYSTEM ALL TRADES AND SUBCONTRACTORS TO THE SITE AND/OR BUILDING. BE TAKEN. NEMA TC2-1990.CONTRACTOR SHALL PLUG AND CAP EACH END OF TYP. TYPICAL 95 Ryan Drive Suite 1 Raynnam:MAoz;s 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS orrice:ei.,s.a zs-Eax:a,a-sa,-s sa THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND -200 LBS TEST POLYETHYLENE CORD.ALL CONDUIT BENDS SHALL BEA DWG DRAWING 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST MINIMUM OF 2 FT.RADIUS.RGS CONDUITS WHEN SPECIFIED,SHALL MEET BCW BARE COPPER WIRE Drawing Scale: COMPLETE SET OF PLANS WITH ALL REVISIONS,ADDENDA,AND CHANGE UL-6 FOR GALVANIZED STEEL.ALL FITTINGS SHALL BE SUITABLE FOR FIXTURES,ETC.,THAT ARE PART OF THE FINAL SYSTEM,SHALL BE THEREOF.ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP.,LIGHT BFG BELOW FINISH GRADE AS NOTED CD ORDERS ON THE PREMISES AT ALL TIMES. USE WITH THREADING RIGID CONDUIT.COAT ALL THREADS WITH'BRITE PVC POLYVINYL CHLORIDE 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE VERIFIED BY THE CONTRACTOR,PRIOR TO THE SUBMITTING OF HIS BID. ZINC'OR'GOLD CALV.' Date: PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. CAB CABINET OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO 28. CONDUCTORS:CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER WITH G 08/29/19 ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE CONDUIT CONSTRUCTION. AND WORKING SYSTEM. TYPE THWN INSULATION,800 VOLT,COLOR CODED.USE SOLID Drawing Title 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST CONDUCTORS FOR WIRE UP TO AND INCLUDING NO.8 AWG.USE SS STAINLESS STEEL 22. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER G GROUND GENERAL NOTES EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE STRANDED CONDUCTORS FOR WIRE ABOVE N0.8 AWG. UTILITIES SHALL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED LOCAL POWER&TELEPHONE COMPANIES HAVING JURISDICTION AND 29. CONNECTORS FOR POWER CONDUCTORS:CONTRACTOR SHALL USE AWG AMERICAN WIRE GAUGE FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS SHALL INCLUDE BUT NOT BE LIMITED T0: PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR NO.10 AWG AND RGS RIGID GALVANIZED STEEL DIRECTED BY THE ARCHITECT/ENGINEER.EXTREME CAUTION SHOULD BE C-NATIONAL FIRE CODES SMALLER.USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO.8 AWG AHJ AUTHORITY HAVING JURISDICTION USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS A. UL-UNDERWRITERS LABORATORIES AND LARGER. Drawing Number AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL PROVIDE SAFETY B. NEC-NATIONAL ELECTRICAL CODE 30. SERVICES:240/120V,SINGLE PHASE,3 WIRE CONNECTION AVAILABLE TTLNA TOWER TOP LOW NOISE AMPLIFIER TRAINING FOR THE WORKING CREW.THIS SHALL INCLUDE BUT NOT BE C. NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. FROM UTILITY COMPANY.OWNER OR OWNERS AGENT WILL APPLY FOR UNO UNLESS NOTED OTHERWISE ^ _ LIMITED TO A)FALL PROTECTION,B)CONFINED SPACE,C)ELECTRICAL D. OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT POWER. EMT ELECTRICAL METALLIC TUBING IVB SAFETY,D)TRENCHING&EXCAVATION. E. SBC-STANDARD BUILDING CODE AGL ABOVE GROUND LEVEL L i Prepared By: i . . )l °' " s' %�� "1v'tom ��j � TOP OF PROPOSED AT&T ANTENNAS A N NADMOUN>FOMON AM I NFl N GY __, .,._• \_ -' :..,,,._,..,,.-;,.A.,' : ,. t om F .' 1.'..f�Az_YI. _ ELEVAnON f43.8'AGL EXISTING WOOD UTILITY POLE o + �CENTERLINE OF PROPOSED AT&T ANTENNAS £L£VAOON±42.8'AOL 25' FROM ZERO TO INFINIGY r� TOP OF EXISTING UTILITY POLE the solutions are endless ., EXISTING NEAREST — / wH I Y ELEVATION t415'AGL JJ 1 EXISTINI in f BE RELOCATED TO T-ARM O ' ,�EEXISTENG SECONDARY 37.1E0'AGE i 401"Tr , }mo i :,,. ted, Avir :; . - ,:,.,„„ If fe.' * '"Ir 4.6144,„/. -5 iii: .,„Eit' L, / 4,---_::.%,--____,-/ O 0!rii 0.,-_.7-.-.-! / EXISTING FIBER 31.82'AGL AROFPESSIO�P M'} @ T—T—T-1 T—T—T—T—T—T—T—T EXISTING UTILITY POLE UNAUTHORIZED ALTERAT ON OR ADDITION TO HIS DOCUMENT 87 EXISTING TELCO @ 29.61'AGL S A VIOLATION OF APPDCABLE STATE ANTD'A LOCAL LAWS (POLE#:51) . ■ —TTTTT1 TTTTTTTT 2 RENSEO/ISSDEO FOR PERNIT JW 08/29/19 _ - I RENSEO/ISSIIEO FOR PERNIT JW 05/14/19 I ISSUED FDR REMIT JW 04/04/19 'r - - •- . - _ NOTENa. Submlt[allRevlslon App'd trate a CONTRACTOR TO PAINT ALL Pro'ect Number: ANTENNA,CABLING,AND EQUIPMENT Drawn: S.. Date:09/17/18 TO MATCH THE EXISTING POLE. 665-003 Designed:Asw Date:09/7/18 -E—E Checked: AJD Dale:09/t7/18 SITE PLAN 200' 0 200'400' 800' PROPOSED(3)/6 AWG WIRES Project Title: N SCALE AS NOTED INSIDE PROPOSED(1)UV RATED (IN FES, CRAN RUNY_STOG1 CALLED NORTH SCALE:22"x34 SHEET 1 =400'-0" 1-1/4"MIN.SCH.40 PVC CONDUIT _ _ SCALE:11"x17 SHEET 1"=800'-0" 008 EXISTING PRIMARY LINES(TOP.) NG POLE ROUTE 9P SARATOGA SPRINGS,NY 12866 F EXISTING SECONDARY LINE ( Prepared For: ©PROPOSED(1)AT&T EQUIPMENT T T T ) PROPOSED FIBER FROM EXISTING ,��' EXISTING FIBER LINE SHROUD w1n-1(1)RRUS 4449 '_PROPOSED FIBER DEMARC SOURCE(R07nNG TBD)IN at&t AND(1)RRUS 4415 ��� 1 (BY f]BER PROVIDER) PROPOSED 2"U-GUARD PROPOSED R.R JUMPERS EXISTING TELCO LINE FRONTHAUL&BACKHAUL THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE PROPOSED(1))OOA,2 POLE ( ) SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, SERVICE ENTRANCE RATED,NEMA DIS EMw EINIIREDisTRIBUTEDVVITHOUT THE EXPRESS LVRITTEN CONSENT OF AT&T. ill.P4 MI AA 3R PANEL WITH 100A-2P MCB INM Project Manager: PROPOSED METER MAIN W110 11 ` BYPASS(METER SHALL NOT • CENTERLINE BE MOUNTED ON STREET SIDE) V EXISTING UTILITY POLE Ili CONNV NICA710 NS (POLE#:51) 11 'Of 5 Ryan Drive Suite 1 Raynham;MA 02767 Office:781.713,4725-Fax:413-541-8158 PROPOSED(1)J/2 AWG COPPER GROUND Drawing Scale: IMRE INSIDE 1/2"UV RA IED PVC AS NOTED CD Date: ' m 08129119 1i C�, Drawing Title MS ti SITE LOCATION& GROUND LEVEL T ELEVATION EXIS11NG OR PROPOSED 5/8-08' Drawing Number COPPER CLAD GROUND ROD(V.I.F.) 41,ELEVATION VIEW ®EXISTING CONDITIONS PHOTO NOT TO SCALE A_1 NOT TO SCALE L i 'Prepared By: \ 13.2" 13.4" �, I � INFINIGY 11 FROM ZOareendess II C 1033 Watervli eµvSW ak O.r lbany,NV 12205 iiO'' • , , Phone:518-6900790 I Fax:518-690-0793 .i nFi nigy.com 000 000000 00000 000000000. I .,,,,_ °000 000000 00000 00000000 1 t of:E 000 000000 00000 00000000' I 1 ,4 to.a.r* J00 000000 00000 00000000 1 V V J $�'^ 11,- J- 3 10.4' 5.9" F D��r- fir?, - FRONT SIDE FRONT SIDE a,o Q7109 F, UUUUUU R()fiEssi(0'\' 14.6" 13.2"n 13.4" 11I I I I I III I I I I I I I I OR.,EDED © 1 USNAAUVOOEDN AFTEAOABOE ASDEOANO SOCOACWT RRUS-4449 SPECIFICATIONS .©B 0 RRUS-4415 SPECIFICATIONS AMPHENOL C2U3MT360X06FXYS0 SPECIFICATIONS • HxWxD,(INCHES) 14.9'x13.2'x10.4' HXWXD,(INCHES) 16.5 "x13.4°x5.9" :: Oel@ o • HxW,(INCHES) 24"x14.6' • WEIGHT(LBS):73 IQ Q II • WEIGHT(LBS):46 • WEIGHT(LBS):24.3 • COLOR GRAY • COLORGRAY • RADOME COLOR WHITE . il ®(9©oII p11 2 RENSEISO/IISSSIOEEOO FDR R REMIT T Jww 09/294//19 IIIIIIIIlllVI IIII o ISSUED FOR PERMIT Jw 04/04/19 Na. Submlaal l Reel. App, Date BOTTOM BOTTOM Project Number: Drawn: 9(R Date:o5/I7/Is 665-003 Designed:nsw Date:o9/'. Checked: ndo Dale:n9/t7/IR ®ANTENNA DETAIL *ERICSSON RRUS-4449 DETAIL *ERICSSON RRUS-4415 DETAIL SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE Project Ti le: CRAN_RUNY_STOG1_ 008 r 1': ;.. -r--;s� NG POLE u �1 u Li - ,� Lt ` r—.—• ROUTE 9P Y • Z. `—` "'—' r_aI>vr11� SARATOGA SPRINGS,NY 12866 i ► J u Lk, u u 1�11._,lu .�- 4 �1 fk ul I__+iJ �'j C�I e—I✓_I !-1 A-1 i 1JVL�L�/ Prepared For: �. L--.11---- :"L.l , J , Lii L L1 r i'' r.� ' ' 1--1 LI L1. 1-1/1-1,1_2/ y�a t."u iL1 1u u u �l oiJ at&tA2 a 1 PROPOSED OMNI ANTENNA .I SOTHSODPOCMONREAMNOEARRODCE D, -'W 1-,I 'h]h W 1 - ProjeDcIt SEEMnaPRES: ORRNOENWTOU.T THE PROPOSED AMPHENOL z ff I POLE TOP MOUNTNG , �~ -I "� _ BRACKET(14133X-MKS-01) /EXISTING UTILITY POLE bi 1 52 c 0 TOP ��� LINE CENTER O CONNV NICA710 NS ( O �� r 950 fRa:n7Div.7e1S3,47e215-RFaa4amM5 7 .ice ���. Drawing Scale: —"- AS NOTED CD z I1 Date: I 08/29119 ud 'Ir Drawing Title ■ ' EQUIPMENT PERSPECTIVE VIEW FRONT SIDE DETAILS ODrawing Number ANTENNA MOUNT DETAIL •SCHROFFTECHAF000342_B EQUIPMENT SHROUD SCALE:NOT TO SCALE SCALE:NOT TO SCALE A-2 P.,,,NOP:A?_,TE., INFIN IGYg FROM ZERO TO INFINIGY the solutions are endless ..,,,,....,....,.. -'''''''..,,.....„_.....=...,, . ..---.........„............ CO I li , "P * 1 lir,r'..N§a)„ ___------- i n tiLsit,,- LLT,, k 9. tiLvie fiiv4,9 I 41 1 ',1 < 1 i--._ ..... --....... -- ___ ....._ ___ -;A. Union -. „.., —._....._ 0 LI YsNITTZliTisiAr:ZAZt-TrANTA'sLo'cf= _ ......., --- .... __ Ri ---- ---__ Zi: b ' -.- - -- - -,....,,.. 13.2KV Project Number: D,„‘„„,. sg i:,te.09,7,8 .-.. Designed:As. Date:09,7,8 ............... -,...1:1 \:::-....,,,..., 07 665'3 Checked: Date:WV,. ......,..., . .,..., ----. ........ Project Title: ........ 11 N --'.•,...... ---- ,5:,... '-',.... CRAN_RUNY_STOG1_ 2 '- 008 . 73 , NG POLE ,\ 0011 -..._ ..:c :---_ ROUTE 9P SARATOGA SPRINGS,NY 12866 . ' 11**4Ir'11.146."1. .....„ _.. ..._ _... P51 un1 ion cve . near exit 4 Northbound ramp „ , ._ at8ct_ Move center Phase from ridge - , \ -------_____ . -. ,. pin out onto arm . for antenoe 1 \--___---- ,. ; \ so-l'EFIODp'EcRTIVIEA2t'\Ey'ErsiNJMEAVRFITZED, install . SEE Standards 17-109 --, . ,., \ ., g D'ssEETENAT-T'N'Tcg='IF TAT8.TT T" _... , ....... \- ' \ \ --...:, \ 54 Project Manager: \ k A 0.. g „ (..,..,,, \ , -,c s v4 % L. , '- _,....jr,,), :',,,,-, \ \ ... \ .. \ ri) ,-., -51.' ,-,,' l'- ',1 s•.e CENTERLINE , 08/29/19 \ g Drawing Title e NATIONAL GRID MAP Drawing Islornber lINATIONAL GRID MAP SCALE:NOT TO SCALE A-3 , . Prepared By: PROPOSED ANTENNA(TYP.) IN F ANTENNA MOUNT BRACKET Q (TYP 12"ICALTO24' LY) 120"MAX. FROM ZERO TO INFINIGY ANTENNA CABLE— N N¢ the solutions are endless � 1033 Watervliet Shaker Rtl Albany,NV 12205 JUMPERS IIII 1 ==E=jE Phone:s18-69rO790 I Fax:5'8 9N0-0793 —j .i nFi nigy.com IIIA I • 2 2,0 (EETNOTE R3)FING KIT 0„.......7 `� 2 22,1)N TO POLE 2 2 SECONDARY POWER LINES Q 11 E CABLE GROUND KIT I/0/ S T �����, 2"UV RATED U—GUARD FOR ^' FINISHED GRADE �!� +, 'Ja d FIBER AND AISG CABLES VIII WEATHERHEAD(LEAVE 10' #6 AWG STRANDED COPPER GROUND >� (P �-������ CONDUCTORS FOR UTILITY '',,,A, t� * WIRE(GROUNDED TO GROUND BAR).SEEMDCOMPANY TIE INS) N / NOTE 1&2 -5iff,*44 FIBER 2 2 Z, 2 u_ CABLE CONNECTOR rn X_;,9 Z (3)#6AWG WIRE IN 1-1/4°MINSCH40 NOTES: Z�'6 071096 ( ' . . UV RATED PVC CADWELD #2 AWG BARE SOLID TINNED 1.DO NOT INSTALL CABLE GROUND KIT ATA BEND AND A FIBER DEMARC COPPER GROUND LEAD IN ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. ROPESSOP\' 1/2"UV RATED PVC 2.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT COPPER CLAD STEEL 3.WEATHERPROOFING SHALL BE TWO—PART TAPE KIT, ISA VIOLATION OF APPLICABLE STATE AND/OR LOCAL LAWS JUMPERS GROUND ROD COLO SHRINK SHALL NOT BE USED. N5/NLLAD 2 RENSEO/ISSUED FOR PERNIT JW 08/29/19 RRH(TAP.) RENSEO/ISSUED FOR PERNIT W 05/14/19 *TYPICAL GROUND ROD DETAIL *ANTENNA CABLE GROUND KIT io ISSUED FDR PERNIT JW 04/04/19 FIBER IN 2"PVC CONDUIT(TYP.) O-0 J SCALE:N.T.S. SCALE:AS NOTED Project Number: D p d subminrawn:rRev: S. Date::D9/I]/I DDDale DV,. c 7 665-'3 Designed:Asw Date: 09/1]/18 2 Checked: Ado Dale:09/t7/18 AC POWER(TYP.) O >#DAWO COPPER Project Title: GROUND(TYP.) CRAM RUNY STOGI (1)100A,2 POLE SERVICE ANTENNA oo� ENTRANCE RATED,NEMA 3R 2 2 2 2 PANEL WITH 100A 2P MCB \ NG POLE \. COAX GROUND KITS #6 AWG SPLIT BOLT GROUND ROUTE 9P \\\ 2 2 0 CLAMP(VICE CLAMP) SARATOGA SPRINGS,NY 12866 WEATHREPROOF SQUARED CAT i'l coMPREssioNCONNECTORWITH#2AWGCOPPER . GROUNDING STRAP 12'-18' N0.SDSA1175 SECONDARY GROUND INSIDE 1/2" FROM TOP OF POLE OR EQUAL Prepared For: SURGE ARRESTOR UV RATED PVC BONDEGT AANPPDNEGSC _ d . at&t COPPER CLAD STEEL REQUIREMENTS __,,,,,,,----=ROD METER MAIN WITH BYPASS 5/8"0x8'-0"LONG — -- R RH w—RRH MP.) THESE DOCUMENTS AREA CONFIDENTIAL AND ARE THE #6 AWG SPLIT BOLT GROUND SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, CLAMP VICE CLAMP DISSEMINATED OR REDISTRIBUTED WITHOUT THE ( ) EXPRESS WRITTEN CONSENT'TAT' COMPRESSION CONNECTOR WITH ®GENERAL WIRING DIAGRAM GROUNDING STRAP,8"FROM Project Manager: Iri NODE SCALE:N.T.S. J 5/8"x8'LONG COPPER-LAD c• J STEEL GROUND ROD BURIED MINIMUM 2-FT OFF POLE 160 CENTERLINE WITHIN 24"x36"HANDHOLE o AND SECURED WITH 5/8° COMMUNICATIONS GROUND CLAMP COMPRESSION CONNECTOR 95 Ryan Drive Suite 1 I'aynhar'-5=7 ;MA 02;67 , Office:781.713,4725-'anal BOND USING#6 AWG BARE GROUND WIRE AND CONNECTORS(TYP.) = Drawing Scale: c�D Date: 08/29119 Drawing Title laGROUNDING ONE LINE DIAGRAM UTILITY& SCALE.N.r.s. GROUNDING DETAILS Drawing Number E-1 (16)PROPOSED AT&T OMNI TOP OF PROPOSED AT&T ANTENNAS ANTENNA MOUNTED ON , ELEVA TI0N±35.3 AGLA-2EXISTING WOOD UTILITY POLE CENTERLINE OF-PROPOSED AT&T ANTENNAS ELEVATION±34.3 AGL $TOP9IEXjSTINGIJjjj:L1YPOLE _ _ _ _ ELEVATION ±33.0' AGL ti i i 28" i i i i i EXISTING OVERHEAD PRIMARIES 0 i. ELEVATION ±30.0' AGL i i I EX/STING PR/MARY LINES TO i BE RELOCATED TO T-ARM i i EXISTING SECONDARY @ ±28.5' AGL i i i i i i i EXISTING SECONDARY LINE TO i BE RELOCATED 6'HIGHER i PROPOSED (3)#6 AWG JIVES i INSIDE PROPOSED (1) UV RATED i 1-1/4"MIN. SCH. 40 PVC CONDUIT i i i —' i i i i I i i i i i i i i i I i i i iii i i I i r ��� ,EXISTING FIBER @ ±19.49' AGL I i i EXISTING CATV @ ±18:71' AGL ii -- -- -- --- T i i i I i ii PROPOSED FIBER FROM EXISTING i i SOURCE(ROUTING TBD)IN i i PROPOSED 2"U-GUARD ©PROPOSED (1)AT&T EQUIPMENT ,N,t1 L L i PROPOSED FIBER DEMARC A-2 SHROUD WITH(1) RRUS 2205 �Ei��, i (B Y FIBER PROVIDER) AND (1)RRUS 8843 H H H i v�v�� i I PROPOSED FIBER JUMPERS T (FRONTHAUL &BACKHAUL) PROPOSED (1) 100A, 2 POLE i SERVICE ENTRANCE RATED, NEMA i 3R PANEL WITH 100A-2P MCB !- i I I PROPOSED METER MAIN WITH BYPASS(METER SHALL NOT j BE MOUNTED ON STREET SIDE) I i PROPOSED (1)#2 AWG COPPER GROUND IMRE INSIDE 1/2"UV RATED PVC CI Q 00 GRAPHIC SCALE: 4' 0 4' • • • • GROUND LEVEL i SCALE (8.5x1 1): 1" = 4'-O" /Project Number CRAN STOG 1 INFINIGY ' - -RU NY 665-003 1033 WATERVLIET SHAKER ROAD ALBANY,NY 12205 Drawing Number Ago i*I*411.71:..d°1.141111 ' at&t re. SARATOGA SPRINGS,NY 12866 L E 1 • CENTERLINE limo A ISSUED FOR CLIENT REVIEW BMM 08/29/2019 LEASE EXHIBIT No. Submittal/Revision By Date