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HomeMy WebLinkAbout20190763 Small Cell Antenna Node 4 Revised Plans Prepared By: INFINIGYg INFINIGY ENGINEERING,PLLC atact1033 Watervliet Shaker Rd Albany,NY 12205 Office#(518)690-0790 Fax#(518)690-0793 4 4E 0FiE y . �,s.-s r*,....-\0, ail .S. t, t , IA*i-''''r:- ` a w CRAN RU1 NODE 4 1�4 �7=i �� 10 c A',OPESSION,, NG11 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF APPLICABLE STATE AND/OR LOCAL LAWS 516 LAKE AVENUE SPRINGS, I RREEM /:SsDu:OPRRMTT W 0//219//19 SARATOGA NY 12866 NaISSUED FDR REMIT AP 07/07/19 Submlt[allRevlslon App'd trate Pro'ect Number: � Drawn: 9(e Date:o9/I{/Is 665-003 Designed:nsw ate:o9/I{/Is DRAWING INDEX VICINITY MAP PROJECT DIRECTORY Checked: AJD ate:09/14/18 DRWG.# TITLE REV.# DATE - STRUCTURE OWNER: NATIONAL GRID Project Tiue: T-1 TITLE SHEET 2 08/29/19 300 ERIE BLVD.WEST CRANRUNYSTOG1 SYRACUSE,NY 13202 _ _ G-1 GENERAL NOTES 2 08/29/19 CONTACT: TBD NODE 4 A-1 SITE LOCATION AND ELEVATION 2 08/29/19 A-2 EQUIPMENT DETAILS 2 08/29/19 APPLICANT: AT&T MOBILITY N G 11 A-3 NATIONAL GRID MAP 2 08/29/19 5841 BRIDGE STREET 516 LAKE AVENUE EAST SYRACUSE,NY 13057 SARATOGA SPRINGS,NY 12866 CONTACT: TBD E-1 UTIUTY&GROUNDING DETAILS 2 08/29/19 M . Prepared For: PROJECT MANAGER: CENTERLINE• f �1 95 RYAN DRIVE SUITE 1 *44,...---:%,, ' at&t RAYNHAM,MA 02767 CONTACT: CHRISTINE HOWELL (508)692-8553 SOSODPOECRUTMONA&REACAENNOEARROD CE D ENGINEER: INFINIGY DEssE'V DRRNoENwfaT'T THE , 1033 WATERVLET SHAKER ROAD ALBANY,NY 12210 Project Manager: NCONTACT: ALEX WELLER PHONE:(518)690-0790 PROJECT INFORMATION DRIVING DIRECTIONS CODE COMPLIANCE vim CENTERLINE FROM:5841 BRIDGE STREET EAST SYRACUSENY 13057 v COMMUNICATIONS , SITE NAME: CRAN_RUNY_STOG1 NODE 4 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALL IN ACCORDANCE WITH THE CURRENT GET ON 1-690 E IN EAST SYRACUSE FROM BRIDGE ST.HEAD SOUTHWEST ON BRIDGE ST.USE THE LEFT 2 95 Ryan Drive Suite 1 Raynnam:MA oz;sT SITE ADDRESS: 516 LAKE AVENUE 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'ts.a7zs-Fax:ata-sat-sue THE 1ST CROSS STREET ONTO BRIDGE ST.TURN LEFT ONTO THE INTERSTATE 690 E RAMP TO INTERSTATE IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. SARATOGA SPRINGS,NY 12866 481.FOLLOW 1-90 E TO NY-30 N IN AMSTERDAM.TAKE EXIT 27 FROM 1-90 E.MERGE ONTO 1-690 E.USE 1. INTERNATIONAL BUILDING CODE(2015 IBC) COUNTY: SARATOGA THE LEFT LANE TO TAKE THE INTERSTATE 481 N EXIT TOWARD INTERSTATE 90/THRUWAY.MERGE ONTO 1-481 2. TIA—EIA-222—G OR LATEST EDITION Drawing Scale: N.TAKE EXIT 6 TO MERGE ONTO 1-90 E.TAKE EXIT 27 FOR NY-30 TOWARD AMSTERDAM.GET ON 1-87 N IN 3. NFPA 780—LIGHTNING PROTECTION CODE AS NOTED CD4• 2011 NATIONAL ELECTRIC CODE OR LATEST EDITION ZONING JURISDICTION: CITY OF SARATOGA MALTA FROM NY-67 E.USE THE RIGHT 2 LANES TO TURN RIGHT ONTO NY-30 N(SIGNS FOR NY-5S).KEEP Date: RIGHT TO CONTINUE ON CHURCH ST.TURN LEFT ONTO NY-67 E/CHURCH ST.CONTINUE STRAIGHT ONTO E 5. ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES,MOST RECENT EDITIONS HIGH ST.TURN LEFT ONTO HYDE BLVD.TURN RIGHT ONTO MALTA AVE.TURN LEFT ONTO U.S.9 N.USE THE 6. NYS BUILDING CODE 08/29/19STRUCTURE TYPE: UTILITY POLE 7. LOCAL BUILDING CODE RIGHT LANE TO TAKE THE RAMP ONTO 1-87 N.FOLLOW 1-87 N TO NY-9P S/UNION AVE IN SARATOGA Drawing Title 8. CITY/COUNTY ORDINANCES LATITUDE: 43.084998'N SPRINGS.TAKE EXIT 14 FROM 1-87 N.MERGE ONTO 1-87 N.TAKE EXIT 14 FOR NY-9P TOWARD NY-29/SARATOGA SPRINGS/SCHUYLERVILLE.KEEP LEFT AT THE FORK TO CONTINUE TOWARD NY-9P S/UNION ooRTAw ocanoNOFPARnaFANTs TITLE SHEET LONGITUDE: 73.730790'W AVE.TAKE GILBERT RD TO LAKE AVE.TURN LEFT ONTO NY-9P S/UNION AVE.TURN LEFT ONTO GILBERT RD. 8� n:02skunD FAaunEs sEFOR'5:A DIG IN NEIV YORI<(NORTH OF 5 TURN RIGHT ONTO LAKE AVE.DESTINATION WILL BE ON THE RIGHT. soRouGHsi,cAEEDIGSAFEYNEwvoRR TOLL FREE:1-800-962-7962 OR Drawing Number ..,-,1v: www.digsafelynewyork.com NEWVORK STATUTE Know what'sb210W. REouIRESMINOFz 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. DEFINITIONS SHALL APPLY: BE REMOVED,CAPPED,PLUGGED OR OTHERWISE DISCONNECTED ATWITH CONSTRUCTION MANAGER'ANY SIZES AND LOCATIONS WHEN NEEDED. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' SUBCONTRAOCTOR-GENERAL CONTRACTOR(CONSTRUCTION) ASI DIRECTEDHBYITHE RESPON IBLE ARCHITECT/ENGLL NOT INTERFEE WITH THE IN EEER,TIONOANDHSUBJJECT F TE WORK, 5 SERVICES WITHIOUT WRITTEN PERMISSION OF THETOWNER. EXISTING 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE ATA 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 INFINIGY ENGINEERING,PLLC 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 1033 Watervliet Shaker Rd 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." Albany,NY 12205 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 Office#(5181690-0790 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 Fax#(5181 690-0793 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 1. COMPRESSION CONNECTIONS(2),2 AWG BARE TINNED SOLID COPPER F, AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SIZE OF TRANSFORMERS,SCHEDULED DOWNTIME FOR THE OWNERS' CONDUCTORS TO GROUNDING BAR.ROUTE CONDUCTORS TO BURIED / .'3 GROUNDING.FROZEN MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN CONFIRMATION,ETC...ANY ALL CONFLICTS SHALL BE BROUGHT TO THE r4 DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ANY FILL OR EMBANKMENT. ANY/ALL RING AND PROVIDE PARALLEL EXOTHERMIC WELD. ♦ .� 7TF tt4 TO THE ATTENTION OF THE CONSTRUCTION MANAGER,PRIOR TO BEGINNING ANY 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN I. ♦ , e.4 4. ALL MATERIALSIIFURNISHEDRAND INSTALLED ESHAMLN EON SOTRICT 27 COMPABTEDADTO 95APERLL BENROSTANDARD PROCTOR UGHT TO A OHDENISORMUNDERE AND WORK. EACH SECTION AND LABEL EACH SECTION("P,""A,""N,""I")WITH �� � �Z.�i 9. MINIMUM WIRE SIZE SHALL BE#12 AWG,NOT INCLUDING CONTROL WIRING, S ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR 1" LETTERS. t I 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, tat ' THWN INSULATION.NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES, BE BACKFILLED WITH PLOWABLE FILL OR OTHER MATERIAL PRE APPROVED OATALL SURFESWITH ANANTIOXIDACOMPOUBOREy610. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CAST ALLOY REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BY THE LOCAL JURISDICTION. / MATING.ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH Ltt 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. 2 o' I+ G� 5. ALL WENCLOSURES FOR OTHER CLASSIFIED AREAS. WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN 4. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM FLAT tP - t? AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL LAWFUL MANNER. 11 IT I THE T THE INTENT UCTNO THESE PLANS TO SHOW EVERY ECTED TO MINOR ADETAIL WASHER BETWEEN LUG AND STEEL,COAT ALL SURFACES WITH AN FO 096?10 R CODES,ORDINANCES,AND APPLICABLE REGULATIONS. 29. ALL BROCHURES,OPERATING AND MAINTENANCE MANUALS,CATALOGS, ANTI-OXIDANT COMPOUND BEFORE MATING. i0 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 R°PESS'OP\' 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). INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 8. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY 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 RENSEO/ISSOEO FOR PERNIT w oe/zs/rs 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 RENSEO/ISSOEO FOR PERNIT MAP 05/17/19 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 ISSUED FOR PER. MAP 07/07/19 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 nn,IrrzlrRevlsl" Hood 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:o5/r♦/ra 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN STANDARD"TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/CPRS REPAIR OF ANY OTHER PHASE OF THE INSTALLATION,WHICH MAY HAVE Designed:Asw Date:os/rs/ra 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: Ado Dale:09/14/18 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 CRANRUNYSTOG1 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 NODE 4 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, NG11 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 516 LAKE AVENUE ACTIVITIES WITH OTHER DISCIPLINE. ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. THEREOF,SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. SARATOGA SPRINGS,NY 12866 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 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 42. NO LANDSCAPING IS PROPOSED AT THIS SITE,UNLESS NOTED OTHERWISE. 'CONSTRUCTION MANAGER'UPON FINAL ACCEPTANCE. *,."..,.....___ GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM 23. THE ELECTRICAL CONTRACTOR SHALL LABEL AL PANELS WITH ONLY rHESEDOcuanEMrsAREcoNFiDENT1ALAMDARErHE THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. ELECTRICAL NOTES: soLEis"ERTvoF ZINI DMAYNOTBarjir DUCED, TYPEWRITTEN DIRECTORIES.ALL ELECTRICAL WIRING SHALL BE THE DIssEMiNArEDORREDisrRiaurEDwirHourrHE 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ExPREsstvRirENcoNSENroFArsr. 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 A:11111k 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 • CENTERLINE TO THE START OF CONSTRUCTION. SHALL NOT PROCEED WITH THAT PORTION OF WORK,UNTIL THE SUBSTITUTIONS. SST SELF SUPPORTING TOWER 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 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 TYP. TYPICAL olrice:7at ts.a7zs-Fax:ata-sat-a se 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 THE THEREOF.ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP.,LIGHT BFG BELOW FINISH GRADE AS NOTED CD ORDERS ON E PREMISES AT ALL TIMES. FIXTURES,ETC.,THAT ARE PART OF THE FINAL SYSTEM,SHALL BE 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 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 N0.8 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 N0.10 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 N0.8 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: STRUCTURAL ANALYSIS NOT COMPLETED AT TIME OF ISSUANCE OF THESE DRAWINGS.THE STRUCTURAL ANALYSIS MUST BE COMPLETED INFINIGY PRIOR TO CONSTRUCTION. . _ -,-. -s _* ....,*,,........ A INFINIGY ENGINEERING,PLLC _ A 1033 Watervliet Shaker Rd _ •w Albany,NY 12205 Office#(518)690-0790 `- - - - - .- Fax#(518)690-0793 w - - s OFAE '"' -�4 � 1 t�k t• S11"TF yam. 1 - _ - PROPOSED AT&T OMNI 01t . if, .' EXISTING NEAREST ANTENNA MOUNTED ON �� ` • RESIDENTIAL STRUCTURE - EXISTING WOOD UTILITY POLE ', * EXISTING UTILITY POLE • �I'I � 1 E® (POLE#:NG11) 2� fro 1># a '� ( f. TOP OF PROPOSED AT&T ANTENNAS. Fp 071 09E) Fes' ELEVATION±31.8'AGL ' � ' � � , �CENTERLINE OF PROPOSED AT&T ANTENNAS RorESSio �� 'CUTE 29 TOP OF EXISTING UTILITY POLE _ 28" _ ELEVATION f30.8'AGL, ELEVATION 129.5' AGL UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT EXISTING OVERHEAD PRIMARIES ISA VIOLATION OF APPLICABLE STATE AND/OR LOCAL LAWS M' ELEVATION,280'AGL EXISTING PRIMARY LINES TO B£RELOCATED TO T-ARM -`-` RENSED/ISSUED FOR PERNIT W 08/29/19 I RENSED/ISSUED FOR PERNIT MAP 05/17/19 -6\ ISSUED FDR PER. MAP 07/07/19 _ NOTE: PROPOSED(3)#8 AWG WIRES Na. sn,ulallRelslo nope ole CONTRACTOR TO PAINT ALL . v ANTENNA,CABLING,AND EQUIPMENT /-SIDE PROPOSED(1)UV RATED Project Number: aw 1-1/4"MIN.SCH 40 PVC CONDUIT Drawn: se Date:OVUM TO MATCH THE EXISTING POLE 665-DD3 Designed:Asw Date:D9//18 I EXISTING SECONDARY @,20.01'AGL Checked: aro Dale:09/14/18 • EE: 25o25So100II N AS NOTED CRAN_RUNY_STOG1 QN FELT) CALLED NORTH SCALE:22"x34"SHEET 1"=50'-0" SCALE:11"x17"SHEET 1"=100'-0" I NODE 4 EXISTING PRIMARY LINES(TYP.) I EXISTING CATV @±16.76'AGL NG1 1 Aliiill 1 M EXISTING TELCO @,15.55'AGL 516 LAKE AVENUE EXISTING ROPOSED FIBER FROM EXISTING SARATOGA SPRINGS,NY 12866 ii., SECONDARY LINE ©PROPOSED(1)AT&T EQUIPMENT F_-PROPOSED FIBER DEMARC SOURCE(ROUTING TBD)IN TrirSHROUD WITH(1)RRUS 4449 htt� YYYYYY�(BY RBER PROVIDER) PROPOSED 2"U-GUARD prepared For: AND(1)RRUS 4415 --,__L,:`,_ PROPOSED FGER JUMPERS (FRONTHAUL&BACKHAUL) PROPOSED(1)100A,2 POLE at&t SERVICE ENTRANCE RATED,NEMA _- 3R PANEL WITH 100A-2P MCB EXISTING UTILITY POLE I THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE (POLE#:NG11) , SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, EXISTING TELCO �k PROPOSED METER MAIN WITH l♦ DIssEMINArEDORREDisrRleuTEDwITHourrHE LINES(TYP.) �_ _ BYPASS(METER SHALL NOT EXPRESS WRITTEN CONSENT OF AT&T. i BE MOUNTED ON STREET SIDE) I project Manager: 0. .:, ,. - U • CENTERLINE 4 *- _ PMRROEPNE)/ UAVWGRPDPPERVCGROUND COMMUNICATIONS &., ' y 95 Ryan Drive Suite 1 Raynham;MA 02;67 ` n• Office:781.713.4725-Fax:413-541-8158 Drawing Scale: AS NOTED CD Date: GROUND LEVEL 08i29n9 EXISTING OR PROPOSED 5/8.'08' 8' Drawing Title COPPER CLAD GROUND ROD(V.I.F..) HSITE LOCATION& ELEVATION Drawing Number ®EXISTING CONDITIONS PHOTO ®ELEVATION VIEW /'1-1 NOT TO SCALE NOT TO SCALE L i Prepared By: 13.2" 13.4" r ii ii I INFINIGYg 0 • INFINIGY ENGINEERING,PLLC Iludddlll'I'I'I •II 11:1111 103 Watervliet A bany,NY 12205r Rd � Office#(518)690-0790 I ill Fax#(518)690-0793 m `� N 4 Aa OFy E o • r./ S sT.+ �• I► ' � L '4. j� ON ON O • 10.4 5.9" 2 0 41.�"` ,,Jr: Z FRONT SIDE FRONT SIDE s�aAR0,0* 71096 P�'X uuuuuuu14.6" 13.2" 13.4" PES S I ON 111 1 T H I 1 1 1 1 1 1 T H O©©,EDED © UISNAAUVOOAZ!EON AFTEALIOAOASDEOANO ISLOCOACWT RRUS-4449 SPECIFICATIONS •©B 0 RRUS-4415 SPECIFICATIONS ONS AMPHENOL C2U3MT360X06FXYS0 SPECIFICATIONS • HxWxD,(INCHES) 14.9'x13.2'x10.4' HXWXD,(INCHES) 16.5 'x13.4'x5.9' O. �� 0 0 p • HxW,(INCHES) 24"x14.6' • WEIGHT(LBS):73 IQ C) WEIGHT(LBS):46 • WEIGHT(LBS):24.3 • COLOR GRAY • COLOR GRAY • RADOME COLOR WHITE . I ®e olII 1U �� O ISSUED FOR PERMIT MAP 07/07/19 Na. Sub.I.1 l Rev's. App, trate BOTTOM BOTTOM Project Number: Drawn: 9(B Date:o5/I{/Is 665'3 Designed:Asw Date:o9/I{/Is Checked: Ado Dale:09/t1/18 ®ANTENNA DETAIL *ERICSSON RRUS-4449 DETAIL *ERICSSON RRUS-4415 DETAIL SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE Project Title: CRAN_RUNY_STOG1 NODE 4 �•a`' 7 14"—4761 NG11 1}i``rr -+� u'—+_ 516 LAKE AVENUE ,___....„--,-,,--r-17-",". '-r 4 4 4 d`_3 uL+��_d I ■ SARATOGA SPRINGS,NY 12866 l- � v 65" r AGIN ti7-1--L✓_I 1-1�1-1. LI,r LTU/ uLuu Tyr Ls/�� ✓ __•f�f�/ Prep'�red For: at&t42, PROPOSED OMNI ANTENNA 1,1" THESE DOCUMENTS ARE CONFIDENTItjA7R9ErEcEED,SOLE PROPERTY OF AT&T AND MAY NO�_ ��I DISSEMINATED OR REDISTRIBUTED���� ���� EXPRESS LVRITTEN CONSENT . z f PROPOSED AMPHENOL ,� Project Manager: POLE TOP MOUNTING —I BRACKET(WE3X—MKS-01) 1 •. I ,.. , o TOP �� LINE Q EXISTING UTILITY POLE CENTER CONNV NICA710 NS —� 95 Ryan Drive Suite 1 Raynham;MA 02;67 O - � Otfice:781.713.4725-Fax:413-54-13158 IT 4„ilI �^ I II , r.. _ICD . 1 08/29119 1 Drawing Title ■ ' EQUIPMENT PERSPECTIVE VIEW FRONT SIDE DETAILS Drawing Number ANTENNA MOUNT DETAIL •SCHROFFTECHAFDDD342_B EQUIPMENT SHROUD SCALE:NOT TO SCALE SCALE:NOT TO SCALE A-2 L i '1"1";111071RATTE' 'Prepared, , INFINIGYg , INFINIGY ENGINEERING PLLC 1'33AlltZ7Z.712110KEr" 7n7(g66990°-O°77993° I. LL N C) Th P 11 route 29 . near Bog Meadows trail it Move center Phase from ridge in el -6, ---` O'::(1,I 1• 'IC' ° 1 09E) e pin out onto arm ., for antenae install . SEE Standards 17-109 _---___ °FEsslo .' c,1-1 0 L,rAuivrAl,E,i,'NA,TE=TA:EAxiTiE°NANTAisLo'c'AcLui= . - -- Saratoga /Schylerville rd -(5' 2 1 li ISSUED FDR REMIT APPd D. ..--..-- --.....-....-. .........-,...-....---,..- Subn 1.1 Revision ,........-..-- --...-.,...-.......,...........-.....-..... --- .-......-.. .-....-.....-r.....-- --..-^..-. X 665-003 Desigr'ed ''' Date 09,08 250' i -1 I . CRAN_RUNY_STOG1 .5ry NODE 4 2 ___ - ___ ___ --- __ NG11 ___ _ - 1,-, OE E 1 li 516 LAKE AVENUE cir3 SARATOGA SPRINGS,NY 12866 at&t.. .. ._,.._ i, . soTi-E.,,upoEcRurnnzE„omENTALAzARRovz aDIS"ETAIN/1117-71=Errg-raf THE ED . ' E Circuitit 41551 %?,CENTEANE Weibel Sub rf, 13.2KV EZ E 0 -,..2_, A F. -•- A t 1 II Date AS NOTED CD P N If NA08/29/19 TIONAL GRID MAP 4,NATIONAL GRID MAP SCALE:NOT TO SCALE A-3 , , 'Prepared By: PROPOSED ANTENNA(TYP.) ( ) INFINIGY I ANTENNA MOUNT BRACKET' '' ANTENNA CABLE- - T2y.P I TC0A L2L1, 120"MAX. 1 g INFINIGY ENGINEERING,PLLC 1033 Watervliet Shaker Rd Albany,NY 12205 JUMPERS 11111 1 ==E=IM Office#(5181690-0790 Fax#(5181 690-0793 11111 I . WEATHERPROOFING KIT -,) 2 2,0 (SEE NOTE 3) 2 2 cp SECONDARY POWER LINES 20 TO POLE CABLE GROUND KIT 2"UV RATED U-GUARD FOR t FINISHED GRADE ..-r FIBER AND AISG CABLES 41.111111111.w VVEATHERHEAD(LEAVE 10' 66 AWG STRANDED COPPER GROUND ,,,, ii _ (-2 ,,,... , CONDUCTORS FOR UTILITY '',.0 WIRE(GROUNDED TO GROUND BAR). '''''''s' ''-' MD COMPANY TIE-INS) .c.i / NOTE FIBER 2 2 2 ',', 2 G__ CABLE CONNECTOR Cc;', lif*.in L,. '6', (/-a74 . 9_f, CD (3)#6AWG WIRE IN 1-1/4"MIN.SCH.40 NOTES: kT UV RATED PVC CADWELD-/ \-#2 AWG BARE SOLID TINNED 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND FIBER DEMARC .. COPPER GROUND LEAD IN ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. °FESS 0/'\' 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. JUMPERS 5/8.8LONG WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, IS A VIOLATION OF APPUCABLE STATE AND/OR LOCAL LAWS ----- 1 GROUND ROD COLD SHRINK SHALL NOT BE USED. WM. RRH(TYP.) ii TYPICAL GROUND ROD DETAIL 0 ANTENNA CABLE GROUND KIT N.. ISSUED FDR PER. MAP 0,07/19 FIBER IN 2"PVC CONDUIT(0TH) O 2 2 , SCALE:N.T.S SCALE:AS NOTED _J L Pmiect N.'the' Drawn: .. D.te:09,./. 2 -- ESIKTD AC POWER(TYP.)-----___ . #2 AWG COPPER GROUND(TYP.) CRAN_RUNY_STOG1 2 2NODE 4 ANTENNA 1ENTRANCE 2R PA 1-OLEDAINSERV 2 2 2 , I NG1 1 PANEL WITH 10E02I'MNICIICE IR COAX GROUND K,S #6 AWG SPLIT BOLT GROUND 516 LAKE AVENUE 2 2 , IV =g2NcigaCTOR WITH SARATOGA SPRINGS,NY 12866 1,'101>IMR17S=MYCAT '''''''' 0-;////-12ROAUWND ZT1/2" 1 gtN-IfC1)NPIG OITRPALI2C;W ig;uAL SURGE ARRESTOR UV RATED PVC 1111 BONDNG AND GROUNDNG .*.MME.00.' Xo=_ICABLE NESC t11,111..../ _....„---FO,PoPuENRD CRLoADD S TEEL *ORM. at8it METER MAIN WITH BYPASS /8".8'-0"LONG RRH(TYP.) s zi,E)rssRE:EpgrAi RizthpozIAZEEETItjA7R9EicEE D, , 'INPRENTirFNEGCRT:RN,DNITH *GENERAL WIRING DIAGRAM „frf_t NODE SCALE:N T.S. 5-Zr'Gal) CLA /771112D c%"vv7r242--.17,FANIZELE • CENTERLINE AND SECURED WITH 58. 11,0-COMMUNICATIONS MP COMPRESSION CONNECTOR 9501Z::"7Zi74.77215!RFV4T3-5.= NOTNnIRE#ANDWG BARE CONNECTORS(TYP.) e: AS NOTED CD Dat 08/29/19 111 GROUNDING ONE LINE DIAGRAM UTILITY& SCALE:NTS GROUNDING DETAILS 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