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AST-0370-2022 ,- . `s, ' , Office Use Only ir'�y ADDITION/ALTERATION PERMIT Permit#: \ —0 ( -202Z --.__ APPLICATION Permit Fee:$ V5-- Town of Queensbury 742 Bay Road,Queensbury,NY 12804 Invoice#: i 0 P:518-761-8256 www.queensburv.net Flood Zone? Y N Reviewed By: 311 West Mountain Road Project Location: Tax Map ID#: r -• —1-N/alb Subdivision Name: PROJECT INFORMATION: TYPE: El Residential El Commercial, Proposed Use: El Single-Family El Two-Family El Multi-Family(#of units_) ❑ Townhouse ❑ Business Office ❑ Retail El Industrial/Warehouse El Garage (#of cars ) X Other (describe Telecommunication Equipment Modification ) ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1st floor: 2nd floor: 2nd floor: 3rd floor: 3rd floor: Basement(habitable space): Basement(habitable space): Total sq ft: Total sq ft: Scope of work to be done: swapping 12 antennas for 10 new antennas, removing 9 RRH and replacing with 6 new RRH,swapping 6 circuit OVP for a 12 circuit OVP. See included construction drawings for more details. Tee, t if..6.-z." e JUN 3 2022 Tol�ll� „w���.... sUlLbi' �� ���RY Addition/Alteration Application Revised March 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $20,000.00 Source of Heat (circle one): ❑ Gas ❑ Oil ❑ Propane ❑ Solar ❑ Other: _N/A Fireplaces/inserts need a separate Fuel Burning Appliances& Chimney Application 3. Are there any structures not shown on the plot plan? ❑ YES XNO Explain: 4. Are there any easements on the property? ❑ YES X NO SITE INFORMATION: Cell Tower-The below does not apply • Is this a corner lot? ❑ YES LI NO • Will the grade be changed as a result of the construction? ❑ YES ❑ NO • What is the water source? ❑ PUBLIC ❑ PRIVATE WELL • What type of wastewater system is on the parcel? ❑ SEWER ❑ PRIVATE SEPTIC DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. I certify that the application, plans and supporting materials are atrue and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. !also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Allison J. Squires SIGNATURE: ��f. �� DATE: 6/10/2022 Addition/Alteration Application Revised March 2022 j ! S CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s):Verizon Wireless do Pyramid Network Services Mailing Address, C/S/Z:6615 Towpath Road, E. Syracuse, NY 13057 Cell Phone: (518 )_653-2598 Land Line: ( ) Email: • Primary Owner(s): Name(s): Arthur Lansing Hull Mailing Address,C/S/Z: 311 West Mountain Road, Queensbury, NY 12804 Cell Phone: ( ) Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): Verizon Wireless Contractor Trade: Telecommunications Mailing Address, C/S/Z: 6615 Towpath Road, East Syracuse, NY 13057 Cell Phone: ( ) Land Line: ( ) Email: **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: Contact Person for Compliance in regards to this project: Allison J. Squires Cell Phone: ( 518 ) 6532598 Land Line: ( ) Email:asquires@pyramidns.com Addition/Alteration Application Revised March 2022 ca,s .xa L j E C I.1 1.4— 0 . k C Y , -f 9 t `�L�,y�nw u.,,,w.a.,,+ .,.rye..._ !,,_._ 's _J f4J) III Ij Y•} gy � 1 }I i k ,. l i ;,.+ 'X, .1,, y Ar „ ,. I { JUN 1 3 20" : � ilC: r �r.. , ,6,': � '• } ."D�:r, — 11 )I ,4, TOWN D�t ifEENc'`r1 N ` II 4.1 9y . .,71 5u' -*-,,,r.� „ ,., .S.. 1 .. / ® LOCATION r y 'GO. ='S 5 . ,I';:''t ,f -BUILDING CO ] ! i 5 SITE LOCATION 1,•t }l�( i ,1 ` I :•.,,1 ..�..... t,•- J -.-_.._1 2, '' s '• ) • �¢ • , r ":!,; AMERICAN TOWER® = : 4 y "N.. 'I ' �I '�` ATC SITE NAME: LUZERNE (NYALB033) NY °r" ' r1 ,fr `* •4,1 x ,` k` ' t tL, '' ° `� '"' ATC SITE NUMBER: 414566 k y.. yr , ~. ; ; { f, q VERIZON SITE NAME: LUZERNE tr: �r :. . f '.' „ RE . VERIZON SITE NUMBER: 165622 Y� ;=;- �- �^� �' Fay r L III ..'„';l,tr; VERIZON FUZE PID: 16157810 I` a , .Y� .. 7'. ,- : Z VICINITY MAP SITE ADDRESS: 311 WEST MOUNTAIN ROAD Z QUEENSBURY, NY 12804-8439 LOCATION MAP Z TOWN OF QUEENSBURY FILE COPY BUILDING DEPARTMENT VERIZON 5G L-SUB CARRIER ADD Based on our limited examination,compliance AMENDMENT DRAWINGS with our comments shall not be construed as indicating the plans and specifications are in COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION full compliancgH4tINXBuilding Codes of New York State. ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED SITE ADDRESS: THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED SHEET DESCRIPTION: REV: DATE: BY: AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW. NO: IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE 311 WEST MOUNTAIN ROAD FOLLOWING CODES AS ADOPTED BY THE LOCAL QUEENSBURY,NY 12804-8439 TOWER WORK. G-001 TITLE SHEET 0 06/02/22 JIM S GOVERNMENT AUTHORITIES.NOTHING IN THESE PLANS IS COUNTY:WARREN REMOVE(12)ANTENNA(s),(3)RRH(s),AND(1)OVP(s) G-002 GENERAL NOTES 0 06/02122 JIM TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. �QQ INSTALL(3)MOUNT MODIFICATIONS,(10)ANTENNA(s),(7)RRH(e),(1) C-101 DETAILED SITE PLAN 0 06/021Z2 JIM oi6`�El6GRAPHIC COORDINATES: OVP(s)AND(1)HYBRID CABLE(s) 1. 2020 NEW YORK BUILDING CODE(20181BC) C.f 55 '�`^^.• T.y DE:43.29685214 EXISTING(1)HYBRID CABLE TO REMAIN C-201 TOWER ELEVATION 0 06/02/22 JIM 2. 2017 NATIONAL ELECTRIC CODE(NEC) c, C c`'].Y y�HHHV"' N GITUDE-73.73326227 F�^t..� ��` C-401 ANTENNA INFORMATION 8 SCHEDULE 0 06/02/22 JIM 3. LOCAL BUILDING CODE �[.�'KO ND ELEVATION:515'AMSL GROUND WORK: ` ���� Sr REMOVE(3)RRU(s),(1)OVP BOX AND(18)COAX CABLES 4. CITY/COUNTY ORDIN_ Q S \��'a+ �F � VVV/ C-501 CONSTRUCTION DETAILS 0 06/02/22 JIM A I ®\ _G 7 INSTALL(1)OVP BOX `i`y`� E-501 GROUNDING DETAILS 0 O6/0222 JIM ��� iL EXISTING(1)RRU TO REMAIN �,e: „ R-601 SUPPLEMENTAL \I ,p��e y �- PROJECT NOTES R-602 SUPPLEMENTAL �e"lv 1 PROJECT TEAM 1. THE FACILITY IS UNMANNED, R-603 SUPPLEMENTAL • - 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A cyake n MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. `VV TOWER OWNER: APPLICANT: 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. AMERICAN TOWER VERIZON WIRELESS 4. NO SANITARY SEWER,POTABLE WATER OR TRASH DISPOSAL 10 PRESIDENTIAL WAY 118 FLANDERS ROAD IS REQUIRED. WOBURN,MA 01801 WESTBOROUGH,MA 01581 5, HANDICAP ACCESS IS NOT REQUIRED. UTILITY COMPANIES 6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ENGINEER: ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED REVIEW UNDER 47 U.S.C.§1455(A)AS A MODIFICATION OF AN - POWER COMPANY:N/A DEWBERRY ENGINEERS INC. EXISTING WIRELESS TOWER THAT INVOLVES THE -. - - ! PHONE:N/A '99 SUMMER STREET COLLOCATION,REMOVAL,AND/OR REPLACEMENT OF ' TELEPHONE COMPANY:N/A SUITE 700 TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL - 307.-1-31./613 AST-0370-2022 ( PHONE:N/A `BOSTON,MA 02110 CHANGE UNDER CFR§1.61000(B)(7). PHONE:617.695.3400 PROJECT LOCATION DIRECTIONS Verizon•Wireless 811 FAX:617.695.3310 1 - PROPERTY OWNER: 311 West Mountain Rdr off9� - ARTHUR LANSING HULL 311 WEST MOUNTAIN ROAD FROM INTERSTATE 87,TAKE EXITIB.TURN LEFT ONTO CORINTH ROAD.TURN RIGHT ONTO ONTOVANDUSEN RD.TURN LEFT ONTO m Cell towerodifications _ - QUEENSBURY,NY 12804-8439 PITCHER ROAD.TURN RIGHT ONTO WEST MOUNTAIN ROAD.TURN Know whet's below. LEFT ONTO SITE ACCESS ROAD. - Call before you dig. 1 — 01 -011 GENERAL CONSTRUCTION NOTES: 22. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH VERIZON REP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR.ALL REQUIRED B. ALL WELDS SHALL BE INSPECTED VISUALLY.25%OF WELDS SHALL BE PERMITS NOT OBTAINED BY VERIZON MUST BE OBTAINED,AND PAID FOR,BY THE INSPECTEDWRH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE 1. OWNER FURNISHED MATERIALS.VERIZON-THE OOM PANT"WILL PROVIDE AND THE CONTRACTOR. ACCEPTANCE CRITERIA OF AWS DI.I.REPAIR ALL WELDS AS NECESSARY. CONTRACTOR WILL INSTALL A. BTS EQUIPMENT FRAME(PLATFORM)AND ICEBRIDGE SHELTER(GROUND 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. BUILD/CO-LOCATE ONLY) SPECIFICATIONS AND REQUIREMENTS. B. ACITELCO INTERFACE BOX(PPC) D. R IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNINGMIELDING C. ICE BRIDGE(CABLE TRAY WITH COVER)(GROUND BUILD/CO-LOCATE ONLY.GC 24. CONTRACTOR SHALL SUBMIT ALLSHOP DRAWINGS TO VERIZON FOR REVIEW AND PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) APPROVAL PRIOR TO FABRICATION. SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. D. TOWERS,MONOPOLES E. TOWER LIGHTING 25 ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S E. ALL.UNLESODESTO BE LOW HYDROGEN,MATCHING FILLER METAL,PER AWS 1 F. GENERATORS S LIQUID PROPANE TANK SPECIFICATIONS AND LOCATED ACCORDING TO VERZON SPECIFICATIONS,AND AS 01.1 UNLESS NOTED OTHERWISE. O ANTENNA STANDARD BRACKETS,FRAMES AND PIPES FOR MOUNTING SHOWN IN THESE PLANS. H. ANTENNAS(INSTALLED BY OTHERS) F. MINIMUM WELDSIZETO BESISTS INCH FILLET WELDS,UNLESS NOTED I. TRANSMISSION LINE M. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. OTHERWISE. J. TRANSMISSION UNE JUMPERS THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL TIE CONSTRUCTION K TRANSMISSION UNE CONNECTORSWIH WEATHERPROOFINGKTITS MEANS,METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR L TRANSMISSION LINE GROUND KITS COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL,CONTRACTOR SHALL GRIND M. HANGERS OFF GALVANVING Si'BEYOND ALL FIELD WELD SURFACES.AFTER WELD AND WELD INSPECTION IS COMPLETE,REPAIR ALL GROUND AND WELDED SURFACES N. HOISTING GRIPS 27. CONTRACTORSHALL NOTIFY VERIZON REPO MINIMUM OF 48 HOURS IN ADVANCE OF WITH ZRC GALVILRE COLD GALVANIZING COMPOUND PER ASTIR A780 AND P O. BTS EQUIPMENT POURINGURINGCONCRETE OR BACKFILUNO ANY UNDERGROUND UTLITIES,INUNDATIONS OR MANUFACTURERS RECOMMENDATIONS. SEALING ANY WALL,FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND 2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE APPROVAL COMPLETE INSTALLATION OFTHE SITE INCLUDING,BUT NOT UNITED TO,SUCH H. THE CONTRACTOR DURLLPCONSTRUCTION ADEQUATE CONNECTORS ARE WHERE REQUIRED DURING CONSTRUCTION UNTILALLCONNECTONSORE MATERIALS AS FENCING,STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR PLATFORM, 28. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCWDNG COMPLIANCE IMIH COMPLETE. ROOFING LABOR AND MATERIALS,GROUNDING RINGS,GROUNDING WIRES, AU.APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL COPPER-CLAD OR%LT CHEMICAL GROUND ROD(S),BUSS BARS,TRANSFORMERS AND NECESSARY SAFETY DEVCES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES DISCONNECT SWITCHES WHERE APPLICABLE,TEMPORARY ELECTRICAL POWER, SUCH AS WELDING AND FIRE PREVENTION,TEMPORARY SHORING,SCAFFOLDING, I. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM CONDUIT,LANDSCAPING COMPOUND STONE,CRANES,CORE DRILLING,SLEEPERS AND TRENCH BOXES/SLOPING,BARRIERS,ETC. THE ENGINEER,AND T-MOBILE PROJECT MANAGER IN WRITING RUBBER MATTING,REPAR,CONCRETE CAISSONS,PADS AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS,CABLE TRAYS,NONSTANDARD ANTENNA FRAMES AND RE ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO 29. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE,ALL EXISTING FACILITIES AND SPECIAL CONSTRUCTION'THE DRAWINGS AND SPECIFICATIONS.IT IS THE POSITION OFVER¢ON TO APPLY FOR SUCH OF HIS NEWWLORKIJABLE TO INJURY DURING THE CONSTRUCTION PERIOD.ANY 'A PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS ANTENNA INSTALLATION NOTES:PERMITS. REPRESENTATIVES,OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS D C CONTRACTOR OR HIS REPRESENTATIVES,EITHER TO THE EXISTING WORK OR TO HIS 3 ALL WORK SHALL CONFORM TO ALL CURRENT APPLCABIE FEDERAL,STATE,AND LOCAL WORK OR THE WORK OF ANY OTHER CONTRACTOR,SHALL BE REPAIRED AT HIS 1, WORK INCLUDED: [- CODES,INCLUDING ANSI/RA/MGM,AND COMPLY WITH ATC CONSTRUCTION EXPENSE TO THE OWNER'S SATISFACTION. SPECIFICATIONS. A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY VERIZON UNDER A 30. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS,NEAT ANDIORKMANLIKE MANNER SEPARATE CONTRACT.THE CONTRACTOR SHALLASSI.ST ANTENNA L BY MECHANICS SKILLED IN THE TRADE INVOLVED.THE QUALITY OF WORKMANSHIP INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. - 4. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND SHALL BE SUBJECT TO THE APPROVAL OF THEVER¢ON REP.ANY WORK FOUND BY ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FORME PROTECTION OF UTILITIES PRIOR TO START OF CONSTRUCTION. THE VENLZON REP TO BE OF INFERIOR QUALITY ARDOR WORKMANSHIP SHALL BE PERSONNEL REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS 5, CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED OBTAINED. B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND VERIZON SPECIFICATIONS. INSPECTIONS. 31. IN ORDER TO ESTABU9M STANDARDS OF QUALITY AND PERFORMANCE,ALL'TYPES OF 8. ALL DIMENSIONS TO,OF,AND ON EXISTING BUILDINGS,DRAINAGE STRUCTURES,AND MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS DISCREPANCIES REPORTED TO THE ENGINEER. AS SPECIFIED. D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGU IDE AND PROVIDE PRINTOUT OF THAT TEST. 7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 32. VERIZON FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE VERIZON WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED.STORED,UNCRATE,PROTECTED E. CONTRACTOR SHALL PROVIDE FOUR(d)6ETS OF SWEEP TESTS USING AND INSTALLED BYTHE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE CONTRACTOR SHALPROVI SCALAR 4)SETS OF SWEEP TESTBUSING FREQUENCY 8. DETAILS SHOWN ARE TYPICAL:SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS THE EQUIPMENT IN OPERATION,READY FOR USE THE CONTRACTOR SHALL BE ANDOMAZ.PACKAIN D8713B(FOR)ALAR RESULTS N,SYZPRO R.SUBMIT FREQUE. OTHERWISE NOTED. RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING RUP. SWEEP TEST'S SHALL BE AS PER ATTACHED RFS-MINIMUM FIELD TESTING RECOMMENDED FOR ANTENNA AND HEUAX COAXIAL CABLE SYSTEMS'DATED _ 9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 33. VERIZON OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY 10/593.TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE SE SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OFTHE CONTRACTOR, EQUIPMENT OR MATERIALS WHICH,IN HIS OWN OPINION ARE NOT IN COMPUANCE WITH AND BE BOUND AND SUBMITTED WTH IN ONE WEEK OFWORK COMPLETION. THE CONTRACT DOCUMENTS,EITHER BEFORE OR AFTER INSTALLATION AND THE 10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED REQUIREMENTSREQREME OFLL EE CONTRACTCED S S THECON CONTRANG TO CTOR AT F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND FOR STABILITY ARE INSTALLED.THESE ELEMENTS ARE AS FOLLOWS:LATERAL BRACING, ONOR THEIR ARCHITECT/ENGINEER.0 ENTDOCUMENTS8Y THE CONTFACTORAT NO COST TO EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.WEATHERPROOF ALL ANCHOR BOLTS,ETC. VERIZON OR CONNECTIONS BETWEEN THE ANTENNAAND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.TERMINATE ALL COAXIAL CABLE THREE(3)FEET IN EXCESS OF 11, CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES,GROUNDS STRUCTURAL STEEL NOTES: ENTRY PORT LOCATION UNLESS OTHERWISE STATED. DRAINS,DRAIN PIES,VENTS,ETC.BEFORE COMMENCING WORK 0. ANTENNA AND COAXIAL CABLE GROUNDING: 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE ABC 12. INCORRECTLY FABRICATED,DAMAGED,OR OTHERWISE MISFRTING OR SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TOTMEVER¢ON FOR BUILDINGS.' 2. ALL EXTERIOR 88 GREEN GROUND WRE"DAISY CHAIN'CONNECTIONS ARE TO BE REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION.ANY SUCH REMEDIAL ACTION SHALL WEATHER SEALED WITH RFS CONNECTORS/SPUCE WEATHERPROOFING KIT$221213 OR REQUIRE WRITTEN APPROVAL BY THE VERIZON REP PRIOR TO PROCEEDING. EQUAL. 2. STRUCTURAL STEEL ROLLED SHAPES,PLATES AND BARS SHALL CONFORM TO THE 13. EACH CONTRACTOR SHALL COOPERATE WITH THE VERIZON REP,AND COORDINATE HIS FOLLOWING ASTIR DESIGNATIONS: 3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF WORK WITH THE WORK OF OTHERS. COAXIAL CABLE(NOT WITHIN BENDS). A. ASTM A-572,GRADE 50-ALL WSHAPES,UNLESS NOTED OR A992 OTHERWISE 14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF'MIS PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION B. ASTM A38-ALL OTHER ROLLED SHAPES,PLATES AND BARS UNLESS NOTED - OF THE VERIZON CONSTRUCTION MANAGER. OTHERWISE 15 ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING C. ASTM A-500,GRADE B-HSS SECTION(SQUARE,RECTANGULAR,AND ROUND) 1 INSTALLATION USING A SILICONE SEALANT. D. ASTM A325,TYPE SC OR •ALL BOLTS FOR CONNECTING STRUCTURAL 18. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, MEMBERS CONTRACTOR SHALL NOTIFYTHE VERIZON REP AND ENGINEER OF RECORD IMMEDIATELY. E. ASTM F-1554 07 -ALL ANCHOR BOLTS,UNLESS NOTED OTHERWISE C 17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE 3 ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. FABRICATION PER ASTM A123.EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL A BE GALVANIZED PER ASTM A153 OR B895. C IA CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF - C EACH DAY. 4. ALL FIELD CUT SURFACES,FIELD DRILLED HOLES AND GROUND SURFACES WHERE C EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH 19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER (2)BRUSHED COATS OFZRC GALVILRE COLDGALVAN¢INO COMPOUND PER ASTM A7U0 CORPORATION(ATC)AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF AND MANUFACTURERS RECOMMENDATIONS. OTHER OCCUPANTS OF THE FACILITY. 5. DO NOT DRILL HOLES'THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE 20. CONTRACTOR SHALL FURNISH VERIZON AND AMERICAN TONER CORPORATION(ATC) DETAILED ON STRUCTURAL DRAWINGS. CONSTRUCTION DRAWINGS SHALL BE COMMUNICATEDTOATC WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK. ENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN. B. CONNECTIONS: FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR _ 21. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH VERIZON REP ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR TO DETERMINE WHAT,IF ANY.ITEMS WILL BE PROVIDED.ALL ITEMS NOT PROVIDED A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND ALL ITEMS APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE BE AND BVTHECONT0.ACTOR.CONTRACTOR WILL INSTALLCONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL PROVIDED. CODE D1.1. ti — SITE PLAN NOTES: 1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN.THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED / TO THE SCOPE OF WORK FOR THIS PROJECT. 2. ICE BRIDGE,CABLE LADDER,COAX PORT,AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT \ X XII LOCATION OF ALL PROPOSED AND EXISTING 18 COAX CABLES EQUIPMENT AND STRUCTURES DEPICTED ON THIS (TO BE REMOVED) PLAN.BEFORE UTILIZING EXISTING CABLE � I SUPPORTS,COAX PORTS,INSTALLING NEW `CRAVfL PORTS OR ANY OTHER EQUIPMENT,CONTRACTOR EXISTING (1) 6X12 HYBRID SHALL VERIFY ALL ASPECTS OF THE SURFACE\ CABLES (TO REMAIN) COMPONENTS MEET THE ATC SPECIFICATIONS. �/ X X 3. THIS PROJECT INCLUDES NO INSTALL OR PROPOSED(1)6X12 HYBRID CABLES MODIFICATION AT GRADE. \ (ROUTED PER PROPOSED CABLE LENGTH NOTE 2) 7B (REFER TO PROPOSED CABLE LENGTH NOTE ON MONOPOLE THIS PAGE) I A/C I A/C RE\ X X (3)RRU AND(1)OW (TO BE REMOVED) 0 O O N LEGEND o 0 GROUNDING TEST WELL X LESSEE X I ATS AUTOMATIC TRANSFER SWITCH 77'-8"X 30'-0" B BOLLARD SHELTER "i CSC CELL SITE CABINET D DISCONNECT E ELECTRICAL PROPOSED(1)OVP BOX F FIBER GEN GENERATOR G GENERATOR RECEPTACAL HH,V HAND HOLE,VAULT X X IB ICE BRIDGE K KENTROX BOX SE LC LIGHTING CONTROL M METER PB PULL BOX ,, PP POWER POLE \ — T TELCO TRN TRANSFORMER A CHAINLINK FENCE / OB TC /f 1 1'-0"GATE O B 5 / OB Mc 1 PROPOSED CABLE LENGTH: TRN 1. ESTIMATED LENGTH OF PROPOSED CABLE IS 133'. ESTIMATED LENGTH OF CABLE WAS PROVIDED BY CUSTOMER OR CALCULATED BY ADDING THE RAD CENTER AND THE DISTANCE FROM THE SHELTER O '0 ENTRY PLATE TO THE TOWER(ALONG THE ICE A BRIDGE)AND A SAFETY FACTOR MEASUREMENT OF C 15%(OF THE TWO PREVIOUS VALUES),CDS DEFER — TO GREATEST CABLE LENGTH. — C S ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS.IF ADEQUATE SPACE DETAILED SITE PLAN EXISTS,ROUTE CABLES THROUGH ENTRY PORT 1 O HOLE,UP INSIDE OF MONOPOLE,AND THROUGH EXIT PORT HOLE.IF ROUTING OUTSIDE THE MONOPOLE, GRAPHIC SCALE ATTACH CABLES USING STAND-OFF ADAPTERS _ MOUNTED TO TOWER USING STAINLESS STEEL 10 0 5 10 BANDING.ADEQUATELY SECURE CABLES USING EITHER APPROPRIATELY SIZED STAINLESS STEEL IN FEET) SNAP-INS OR MOUNTING HARDWARE AND BRACKETS 1 UNIT=1E FEET AS SPECIFIED BY CABLE MANUFACTURER. — • PER MOUNT ANALYSIS COMPLETED BY TOWER ENGINEERING SOLUTIONS,DATED 02/09/22,THE EXISTING MOUNT MUST BE MODIFIED TO ADEQUATELY SUPPORT THE PROPOSED LOADING.THE MOUNT MODIFICATION DETAILED AT THE END OF THIS PLAN SET,MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE PROPOSED ANTENNAS AND OTHER EQUIPMENT.' TOP OF EXISTING s HIGHEST APPURTENANCE ELEV 126.29' S TOP OF EXIST/NC EVO ER El III PROPOSED VERIZON ' I RAD CENTER 114' r._ PROPOSED VERIZON Ali EQUIPMENT WiFI RE III C L L L SI I L,-- TOWER NOTE: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE PROJECT MANAGER THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK.EXISTING AND PROPOSED TOWER EXISTING TOWER APPURTENANCES,MOUNTS,AND ANTENNAS ARE SHOWN BASED ON THE STRUCTURAL ANALYSIS. 2. WHERE APPLICABLE,ALL NEW ANTENNAS, - EQUIPMENT,MOUNTS,CABLING,ETC.SHALL BE PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT IN ACCORDANCE WITH FAA,JURISDICTION,AND/OR OTHER LOCAL REQUIREMENTS. 3. ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS.IF ADEQUATE SPACE EXISTS,ROUTE CABLES THROUGH ENTRY PORT HOLE,UP INSIDE OF MONOPOLE,AND THROUGH - EXIT PORT HOLE.IF ROUTING OUTSIDE THE f- MONOPOLE,ATTACH CABLES USING STAND-OFF ADAPTERS MOUNTED TO TOWER USING STAINLESS C STEEL BANDING.ADEQUATELY SECURE CABLES USING EITHER APPROPRIATELY SIZED STAINLESS _ STEEL SNAP-INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. EXISTING TOP A 4. TOWER ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE TO MATCH STRUCTURAL -- OF BASE PLATES ANALYSIS.ELEVATIONS DO NOT REFLECT TRUE ABOVE GROUND LEVEL(A.G.L.) - 5. TOWER ELEVATION DEPICTION MAY NOT REFLECT O TOWER ELEVATION ALL EQUIPMENT INCLUDED IN STRUCTURAL ANALYSIS.REFER TO STRUCTURAL ANALYSIS FOR SCALE:N.T.S. FULL TOWER LOADING. • PER MOUNT ANALYSIS COMPLETED BY TOWER ENGINEERING SOLUTIONS,DATED 02/09/22,THE PROPOSED B2/B66A RRU EXISTING MOUNT MUST BE MODIFIED TO (1 PER SECTOR)(TYP.3) ADEQUATELY SUPPORT THE PROPOSED LOADING.THE MOUNT MODIFICATION DETAILED AT THE END OF THIS PLAN SET,MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE c` V n ' PROPOSED ANTENNAS AND OTHER EQUIPMENT. co e PA " ' _ o _ <Im <I� o <IQ D O Q N / Z Z o B1 M L N I A A-2 A-3 fh B-7 X7C-F@R�840-Z ,'/�/ _ A-4 'ti= 131 MT6 07-77A p1�y 60-z AZ \` IB-2 NHNSS-05GR2 B-2 BETA ,p•\ NHNSSA5GR2BT4 EXISTING 866 RRH \,,�' �' 1\ B-3 (TYP.-1) (TO BE REMOVED) B5' © PROPOSED B5/B13 RRU �� �� A—� �i 1 (1 PER SECTOR)(TYP.3) Ii •11 ti SBNHH-1D45C BETA ' AZ=65° B-3 PROPOSED STAND-ALONE \{' -- RE\ CBRS RRU(TYP.1) / BETA la 4 6-0 L =�, M78407-77A `•�B-4 SBNHN-1 D45C ��//�... • .;.. B-0 L` > ,'-2 c-C- C-1 C 3 C-2 r '�'.C-3 C-2 J �'ea d v C-4 D m, co �I',`C7 y G511 x 2 p f] 9 n ?� D N �R -i-1 S ,1 �C1 V, O Al D O U O c o % m n m 0 OEXISTING ANTENNA PLAN O FINAL ANTENNA PLAN 1 SCALE:N.T.S. 2 SCALE:N.T.S. SE EXISTING ANTENNA SCHEDULE NOTES FINAL ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY 1. CONFIRM WITH VERIZON REP LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY MECH/ELEC ADDITIONAL TOWER FOR APPLICABLE MECH/ELEC ADDITIONAL TOWER SECTOR RAD AZ POS ANTENNA BAND 0.TILT STATUS MOUNTED EQUIPMENT STATUS UPDATES/REVISIONS AND SECTOR RAD AZ POS ANTENNA BAND D-TILT STATUS MOUNTED EQUIPMENT STATUS MOST RECENT RFDS FOR NON 350' Al V7C-FRO-860-0 COMA 850 0,0 RMV - - CONFIGURATION(CONFIG).GC - - Al - - - - - - TO CAP ALL UNUSED PORTS. 5G,LTE 700,850,1900, LTE 700, AWE, 2.CONFIRM SPACING OF 114' 0° A2 NHH65C-R2B 0/0 ADD 85/B13 RRH ORAN ADD A2 SBNHH7065C AWS3 0,0 RMV - - AWS,AWS3 ALPHA 116' PROPOSED EQUIP DOES NOT A3 SBNHH 1065C LTE 700, AWS, 0,0 RMV UHIE B66A RRH 4X45 RMV CAUSE TOWER CONFLICTS ALPHA 5G,0° A3 NHH65C-R2B SG,LTE 700,850,1900, O/0 ADD B2/B66ARRH0RAN ADD AWS3 NOR IMPEDE TOWER CLIMBING AWS,AWS3 A4 V7C-FRO-860-0 COMA 850 0,0 RMV - - PEGS. CBRS RRH RT4401-4BA B1 X7C-FRO-840-2 COMA 850 3,2 RMV - - 117.5' 0° A4 SLS-BRO542EBEX LTE CBRS 0!8 ADD (INTEGRATEDW/ANTENNA) ADD STATUS ABBREVIATIONS 116.5 35° B1 MT6407-77A 5G 0/6 ADD - - B2 AXP 19-60-2 - - RMV - - 5G,LTE 700,850,1900, CBRS RRH RT440148A ADD BETA 116' 85' � LTE 700, AWS, 114' 85° B2 NHNSS-45C-R2BT2 0/0 ADD 83 SBNHH-1045C 0,1 RMV UHIE B66A RRH 4X45 RMV RMV:TO BE REMOVEDAWS,AWS3,CBRS B5/B13 RRH GRAN ADD — A AWS3 RMN.TO REMAIN BETA SG,LTE 700,650,1900' 84 SBNHH-1045C - 0,9 RMV - - REL'TO BE RELOCATED 114' 85° B3 NHNSS-45C-R2BT2 AV✓S,AWS3,CBRS 0/2 ADD B2B66A RRH GRAN ADD ADD:TO BE ADDED C7 V7C-FRO-860-0 COMA 850 2,0 RMV - - 116.5 145° B4 MT6407-77A 5G 0/6 ADD - - LTE 700, AWS, CBRS RRH RT4401-4BA • C2 SBNHH 7 D65C AWS3 0,0 RMV - - 117.5' 170° Cl SLS-BRO542EBEX LTE CBRS 0/8 ADD (INTEGRATED W/ANTENNA) ADD GAMMA 116' 170' LTE 700, AWS, CABLE LENGTHS FOR JUMPERS C3 SBNHH]D65C AWS3 0,0 RMV UHIE B66A RRH 4X45 RMV 114' 170° C2 NHH-65C-R2B SG,LTE 700,850,1900, 0/0 ADD 05/B13 RRH ORAN ADD JUNCTION BOX TO RRU:15' GAMMA AWS,AWS3 C4 V7C-FRO-860-0 COMA 850 2,0 RMV - - RRU TO ANTENNA:10' 114' 170° C3 NHH65C-R2B 5G,LTE 700,850,1900, 0/0 ADD B2/B66A RRH ORAN ADD D AWS,AWS3 CA4 _ _ _ - _ _ _ C C EXISTING FIBER DISTRIBUTION/OVP BOX EXISTING CABLING SUMMARY FINAL FIBER DISTRIBUTION I OVP BOX FINAL CABLING SUMMARY MODEL NUMBER STATUS COAX HYBRID STATUS MODEL NUMBER STATUS COAX HYBRID STATUS — (2) RRFOC-3315-PF-48 RMV - (1) 6X12 RMN EQUIPMENT SCHEDULES - O - - (I) 6X12 RMN - - (18) 1-5/8'. - RMV (1)RVZDC6627-PF-48 ADD — (1)6X12 ADD — A. EXISTING ANTENNA MOUNTING PIPE TO BE REPLACED WITH PROPOSED 2-3/8"O.D.X 95'LONG IF REQUIRED TO ACCOMMODATE PROPOSED MOUNTING BRACKET I � PROPOSED 11 '1n'I » UPPER SUPPORT RAIL i. II PROPOSED ANTENNA 4'� 1 ,III 1�.,1 �'�_' PROPOSED ANTENNA(TYP.2) I'!,N MOUNTED TO SIDE-BY-SIDE MOUNT �Jjf J ig 10 EXISTING SECTOR FRAME 111 EXISTING LOW—PROFILE PLATFORM E ' -y ;,•.‹ PROPOSED 2-3/8"0.D.X 95'LONG PROPOSED SIDE BY SIDE ANTENNA MOUNT a •'" .•-•> (JMA P/N:91900314) . PROFILE VIEW ISOMETRIC VIEW(BY MANUFACTURER) O PROPOSED SIDE-BY-SIDE MOUNT O PROPOSED 5G ANTENNA MOUNTING DETAIL-TYPICAL SCALE:NOT TO SCALE SCALE:NT.S. PROPOSED OW (MOUNT PER MANUFACTURERS SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING PROPOSED RRU(OPTION 1) OR PROPOSED EQUIPMENT) (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH I PROPOSED MOUNTING EXISTING OR PROPOSED EQUIPMENT) PIPE ATTACHED OMININr IIW�III PROPOSED STAND-OFF IiSUPPORT Iii: I PROPOSED PLATFORM STAND-OFF SUPPORT EXISTING SECTOR FRAME 111 MEMNIMIKI. I C C C O PROPOSED RRU MOUNTING DETAIL-TYPICAL O PROPOSED OVP MOUNTING SCALE:N.T.S. SCALE:N.T.S. I PROPOSED ANTENNA EXISTING ANTENNAS PROPOSED JUMPERI TO ANTENNA PROPOSED CONNECTOR AND TO EXISTING WEATHERPROOFING KIT (EACHX SIDE) BOLT 3/S"SS LOCK WASHER ANTENNA MASTS I I I (EACH SIDE) PROPOSED WEATHERPROOFING KIT EXISTING COAX I PROPOSED CABLE© �r � / GROUND KITS I GROUND KIT /'�Il / AY la \kW ANTENNA CABLE 21/2"0 MAX (p CePROPOSED#6 AWG I ( I I I ANTENNA CABLE TO � A Q /, " STRANDED CU I I CABINET(TYP.) Io/ / A Q.O WIRE WITH GREEN,600V, 1 / A THWN INSULATION I GROUNDING KIT PER CABLE / 0 Q� TO PROPOSED RRU ' II \ \ 1 MANUFACTURER'S RECOMMENDATIONS / �, fj GROUND LUG(TYP.) I 1 \ I (ANDREW OR APPROVED EQUAL) ,l / �0 `� •'\ \ WIAWGTH GREEN,ED CU / v -/ _ \ ` / WIRE WITH GREEN,600V, i y/r J/1\\ \l 1 THWN INSULATION #6 AWG STRANDED COPPER GROUND / OIL WIRE(GROUNDED TO GROUND BAR) .�� / GROUNDING �i �"s'� V4"X 4"X 6"GROUND BAR CONNECTION TO , / (ERICO PIN:EGBA14406CC OR EQUAL) EXISTING TMAs fvt f�+' I I GROUND BAR MOUNTED© TWO-HOLE LUG,TO BE USED e EXISTING GROUNDING NEAR/BELOW ANTENNA � WITH#2 AWG BCW CONNECTION TO (TO BE INSTALLED IF I TO GROUND BAR (LOWER TOWER GROUND A LIGHTNING REQUIRED) BAR ONLY) . PROTECTION SYSTEM NOTES: li TO EQUIPMENT • GROUND BAR NOTES: A 1. THISJDETAIL MEN IS INTENDED SHOW THE GENERALGROUNDING NS THE SLIGHT GROUND KIT NOTES: ADJUSTMENTS MAYBEMAKEREQUIREDEL BASED ON EXISTING SITEDEANCONDITIONS.RTHE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT 1. GROUND BAR KITS COME WITH ALL HARDWARE,NUTS,BOLTS, CONTRACTOR SHALL FIELD ADJUSTMENTS AS NEEDED AND INFORM THE GROUND WIRE DOWN TO GROUND BAR. WASHERS,ETC.EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). CONSTRUCTION GROUNDINGUCNN MANAGER OF LYY CONFLICTS. 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT(ANDREW PART 2. SITE ,ANDCO SHALL COMPLY WITH VERIZONOU GROUNDING,LEST STANDARDS,VERSION.LATN NUMBER 221213)AND INSTALUTAPE PER MANUFACTURER'S SPECIFICATIONS. 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. EDITION, COMPLY WITH VERIZON GROUNDING CHECKLIST,LATEST WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. OTYPICAL ANTENNA GROUNDING DIAGRAM O CABLE GROUND KIT CONNECTION DETAIL O TOWER GROUND BAR DETAIL, C C E E II U Q Q B TOP VIEW (-------) U FRONT VIEW FRONT VIEW TOP VIEW O RRU SPECIFICATIONS O ANTENNA SPECIFICATIONS FOR ILLUSTRATIVE PURPOSES ONLY-NOT TO SCALE 1 FOR ILLUSTRATIVE PURPOSES ONLY-NOT TO SCALE RRU SPECIFICATIONS ANTENNA SPECIFICATIONS RRU MODEL A B C WEIGHT (EBS) ANTENNA MODEL A B C WEIGHT (EBS) B2l866A RRH-BR049 15.0" 15.0" 10.0" 74.7 NHH65C-R28 96.0" 11.9" 7.1" 51.8 B5/B13RRH-BRO4C 15.0' 15.0" 9.1" 70.3 NHHSS-45C-R2BT2 96.0' 18.0" 7.0' 91.5 RT4401-48A 13.9' 8.6' 4.2' 18.6 MT640777A 35.1" 16.1" 5.5" 81.6 SLS-BRO542EBEX 12.3" 8.7' 1.4" 4.4 D A C C NOTE THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT ANALYSIS CALCULATIONS AND DETAILS.SUPPLEMENTAL PAGES INCLUDED IN THE O MOUNT ANALYSIS CONSTRUCTION T VERYIFY THEY HAVE DRAWINGS VFOR THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCOTRIONTO tti Mount Post-Modification Analysis Report February 9,2022 Ilr ml) (3)Sector Frames Site ID:165622-VZW/LUZERNE verizon�' 1 LS Page 15II Analysis Results: C Tower Engineering Solutions,LLC Component Utilization% •Pees/Fall 1320 Greenway Dr.Suite 800 • ' Irving,TX 75038 (Mount Pipe( 24.4% Pass 972.483.0607 (Face Horizontal, 54.9% Pass TESOrders@testower.us (Standoff Horizontal( 905% Pass (Standoff Vertical! 50.2% Pass (StandoffDlagonag 95.2% Pass fTia Back' 9.8% Pass (Mount Connection] Pass ' -' Structure Rating—(Controlling UBuwOon ofaS Components) 98.5% Post-Modification Antenna Mount Analysis.Report and PMl Requirements' Mount Fix Mount Steel(EPAla per ANSI(TIA•222•H Section 2.6,11.2: SMART Tool Project N:10133188 ice Mount Pipes Excluded Mount Pipes Included February Thickness Front(EPA)a Side(EPA)a Front(EPA)a Side(EPA)a (In) . (Sq.FL) (Sq.Fl.) (Sq.Ft.) (Sq.FL) Site Information Site ID: 185622-VZW/LUZERNE 0 402 35.1 58.4 53.3 Site Name: LUZERNE Carrier Name: VerizonWireless 0.5 59.0 51.7 84.9 77.8 Address: 311 West Mountain Road 1 74.9 65.6 108.E 99.2 Queensbury,New York 12804,Warren County Notes: Latitude: 43.296831* -(EPA)a values listed above may be used in the absence of more precise information Longitude: -73.733425* -(EPA)a values in the table above include 3 sector(s). -Ka factors included in(EPA)a calculations Structure information Tower Type: Monopole Mount Type: Sector Frames Requirements: FUZEIDN16157810 The existing mounts)will be SUFFICIENT forte final loading configuration(attachment 2)aRer tale modffIcalions petalled in attachment 3 are auccessfutly completed. Analysis Results (3)Sector Frames: 98.5%Pass Vd Modifieations'. ANSIIASSP rigging plan review services compliant wilh the requirements of ANSI(TIA 322 are available for a Construction Class IV silo or other,If required.Separate review fees wit apply. 'Antennae end.equipment to be installed in compliance with PMI Requirements,of this mount tinalyais: "'Contractor PM(Requirements: Attachments: Included at the end of this MA report Available A Submitted via portal at https./pml.vzwsmart.com 1. Contractor Required PMI Report Deliverables For additional questions and support,please reach out to: Exp.o5/31l2e24 2. Antenna Placement Diagrams pmisupport©testower.us 3. Mount Modification Drawings • of New., 4. Mount Photos Report Prepared By:Mohammad Khonfer v" rO,p 5, Mount Mapping Report(for reference only) r, 6. Analysis Calculations �yy a -+00086s9'6 00 N.'rorzeem+" 02/09/2022 D A C C • NOTE:THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT ANALYSIS CALCULATIONS AND DETAILS.SUPPLEMENTAL PAGES INCLUDED IN THE OMOUNT ANALYSIS VERYIFY THEY HAVE HE MOST RECENT MOUNT ANALYSIS PR OR TO CON RUCT ONTO r . — ALPHA (D1) ROTATE DegC-B (D2) ROTATE GAMMA (D3) ;• to 35 De BETA g R,nt Let (soteg out tom lover) Right Leg (looking lantern lover) / Let goahMg out tom toven Rq;td Corey pe CunmScope ConenSeopt Cornmscope CamnSeepo , Cann5C R2E NIIHSS-45C•It20T2 II11115535C-52UT2 Sar aarg HI11145C-R20 Sonaurp Samsung NHH�SCA2$ NHN.65CR28 • HHH.65C.R2B So 8 C-Band SLS.BRDSb2EBEX 003 Are TJG to .WSr..I.Ta.1J BLS-020542E0U Pea Mei 4a 14 AriPmee T.R.1.11 000 Pau0 Ca. ALAA. 00 LIT uT,Mn. A-BancI T;O cGc.IS q*Till.] PALM IOW T.Ra. — csal air tr.T z�T.n•1 ' tom.Halt TWA r.nu � auc t.a.lr.n.+ (ALPHA) cola i.�f< ` s �±*,. I -a 1 2nT a+T ` , 303W.?.L. 1B3W 3B3W nJ Y"` + tBW r um 48P ..,� '+.* �,�� Y"1 1"11 :6;rv'_ ..w - a.v., . =A1Y q.:T 4lah❑ -CARS 4 0 F. Ff1.,4 _ RR .L.". aEr j'2�hGT�s+ i A 0�* ❑ CI 0' MT64B7- kG2W 3S24V 1 1N 0.V ' 3114W _SLITA07• to2w MW Smw may .) ©,,,C.. Sfl2W s� 3.N'.Vt�°� � V 77A 4' ,.ram'©4bYJ ©_ �_489N 77A '— 1r'"W san + 4021J Sd4' e.n - 4:./lV 2A2"N'.�J w a anLW �owe Cl— 2222W 24.V tren ' Boom Clpr Y Spadnp — 1a3W l.ra 3TLTW.a„1 ubw>rw ,.rw:,.m Poa4 Poet M R Q 600maCmrYr .twr Paa4 Past Iu'34v 333W i„wgmmc.r, Marc,. Post mow o>m. 1 tt --`l m., )_ `C!. 'J Post Nm(9CJ c) 6 r Sex26313Ssr4ex u.,11 ( i 104 JCj}C! C!. 1aBW znr 3BiW.11a < lea11,e.2 T.10 leaf 11W110a 1 Wa 11.. TOM IAA idol 104, Pia,�9 L �1'•C 4.?C..l h..,1.wa T.w.,," 9 it 1 11.R2 r.iha LAl — AWS1P{S RRH 4T4R 7gpl3}50RRH 4T0R _AWSJPCS RRH 4T4A 1I) (all V i,C".a1 a.m. —=WPCs RRH 414R. ,Y7B01%B RRH 4T4A Trt4111a.l 1.lsl WWI Vial laR..rw11.a.. 1...1 r...1 WWI r.> i ?QR('Q,PPN+.] '•��ARH 4T44 1a..i1...1,ra1T.ti. W. _..._,.._— un1 162W rm'Km,a—.�v maw,ar+.so., .>m 19 W zssw 10011r:.Tx . r1 na.aroo mx (NEV) REMOVE CDMA COAX 6s12 hybrid(Esinting) CBRS EDT ,01,, 2Rmr fT ,a 1Y 2RTro4 _ i— — Csl2hybridPew) _ NHHSS-6SC—RZB— 2 - ,'.., ;Y� ;M,n ;y r,,�= (CBRS4T4R RRH]I/O Ports !ArrayiFreg(MH1)�COnns a� A150RETUIO rya Replace Existing 6-Ckt OVPs with 12-Ckt OVPs .M. ._ 698.896 3.2 3 {PxxxxxxssxssxxxxRl am ii r NOTE: Mount the CBRS RRH as close to the associated —— 1:,..:,., s.,...s.Ay..4as.*n.+.IboG:an.:u _ 3G95-P200 _3�{ _ 850 ModCell(OECOMMISIONED) )NEWT 10-port antenna CBRS connectors as possible(beta) I6552200 5.6 2 {PXTxsxcxxxuznu0l „,�ill"hirl-.c.o O • 3Y0D•1200 7.8 nJ3 RP 700 ■ ® III ) .cr.�. �i00•]204I 4.10 va L n!a ,8 ..�-._.._ ,_....._.,..._...... .............'....«........... .<...., ._....._...:..:.....,._._..__.�...._„r.-.._.._. 4 RAH _ .. .. CBRS T4R ■ . ■ i Power&CPR)Cables Needed Per RRH 1 13.1`-9. /___\. ubg Equip 1 .1 ..........�..._...__ J' ,r! r.� • .--.■ ® ® Technology Power CPR! — QGs , rye ' ° v.< °..Y 700 850 RRHs 1 1 d( F) nws :I_ _ AWS/PCSRRHs 1 2 t.- = Q ,__No ram..;o ■ III ® CBRS 1 2 $ 1 2 Ill III III ! .,Cmrn4l.'v 1 2 «.. ®rr. . a rft, ° I ' LSub6 1 4 t 4fl'' — L Samsung CDU30(3 LLC4 aids) • ...,_.__. , �. . .��..'. I . D A' LUZERNE ANTENNA & LINE LAYOUT — LS6 CBRS 850NR Samsung RRHs Upgrade ci • NOTE THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER — WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT ANALYSIS CALCULATIONS AND DETAILS.SUPPLEMENTAL PAGES INCLUDED IN THE 0 PLUMBING DIAGRAM VERYIFY THEYY HAVE DRAWINGS MOST R CENT MOUNT ANALYSIS PRIOR TO CONTRUCOTION?O — September 21, 2023 Building and Code Enforcement Town of Queensbury 742 Bay Road Queensbury, NY 12804 Verizon Wireless Upgrade Construction Closeout Letter ATC Site Name: Luzerne (NYALB033) NY ATC Site Number: 414566 VZW Site Name: Luzerne Site ID (Fuze Project): 165622 (16157810) Site Address: 311 West Mountain Road Queensbury, NY 12804-8439 To Whom it May Concern: In accordance with the requirements of the 2020 New York Building Code (IBC), Dewberry Engineers Inc. (Dewberry) has reviewed the completed construction activities at the above referenced project to verify they were completed in general conformance with the requirements of the construction and stru ctural related documents. Dewberry referenced the following documents approved by the Town of Queensbury: • Construction drawings Rev.1 by Dewberry Engineers Inc. (Dated April 20, 2023) • Tower Structural Analysis report by American Tower Corporation. (April 21, 2022) • Mount Analysis report by Tower Engineering Solutions, Inc. (Dated February 9, 2022) Dewberry Engineers Inc. has inspected completed construction activities based on photos provided by the general contractor. Based on the information above, it appears that the project has been constructed in general conformance with the applicable plans and specifications . If you have any questions, please do not hesitate to contact Dewberry Engineers Inc. Sincerely, Dewberry Engineers Inc. David E. Revette P.E. New York License No. 101758