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HomeMy WebLinkAboutSTAMPED PDF. T-MOBILE, CTNL220A@ ATC 302532 HARTFORD - NYC , CT (15132736_D2_06). AE(CD). REV1SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . G-001 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 1 UPDATE GROUND LOCATION MNC 11/17/25 1 TITLE SHEET LOCATION MAPVICINITY MAP COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX SHEET NO:DESCRIPTION:REV:DATE:BY: G-001 TITLE SHEET 1 11/17/25 MNC G-002 GENERAL NOTES 0 06/23/25 MNC C-001 EXISTING SURVEY C-101 DETAILED SITE PLAN 1 11/17/25 MNC C-102 DETAILED EQUIPMENT PLAN 1 11/17/25 MNC C-201 TOWER ELEVATION 0 06/23/25 MNC C-401 ANTENNA INFORMATION & SCHEDULE 0 06/23/25 MNC C-501 MOUNT DETAILS 0 06/23/25 MNC C-502 CONSTRUCTION DETAILS 0 06/23/25 MNC C-503 CONSTRUCTION DETAILS 0 06/23/25 MNC C-504 CONSTRUCTION DETAILS 0 06/23/25 MNC C-505 CIVIL DETAILS 1 11/17/25 MNC E-101 GROUNDING PLAN AND NOTES 1 11/17/25 MNC E-501 GROUNDING DETAILS 0 06/23/25 MNC E-601 PANEL SCHEDULE & ONE-LINE DIAGRAM 0 06/23/25 MNC SUPPLEMENTAL SHEETS (13 PAGES) ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1.2020 NFPA 70, NATIONAL ELECTRIC CODE (NEC) 2.2022 CONNECTICUT STATE BUILDING CODE 3.2021 INTERNATIONAL BUILDING CODE (IBC) DESIGN CRITERIA FROM TOWER STRUCTURAL ANALYSIS: BASIC WIND SPEED:122 MPH (3-SECOND GUST) BASIC WIND SPEED W/ ICE:48 MPH (3-SECOND GUST) W/ 1.11" RADIAL ICE CONCURRENT CODE(S):ANSI/TIA-222-H / 2021 IBC / 2022 CONNECTICUT STATE BUILDING CODE EXPOSURE CATEGORY:B RISK CATEGORY:II TOPO FACTOR PROCEDURE:METHOD 1 FEATURE:FLAT SPECTRAL RESPONSE:SS=0.17, S1=0.07 SITE CLASS:DEFAULT INFORMATION TAKEN FROM STRUCTURAL ANALYSIS COMPLETED BY AIRO SMITH ENGINEERING, DATED 04/04/25. SITE LOCATION T-MOBILE COVERAGE STRATEGY COLLOCATION PLAN 67E998E 6160 CONFIGURATION PROJECT TEAM APPLICANT: T-MOBILE TOWER OWNER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 PROPERTY OWNER: CITY OF NEW LONDON 1334 ROUTE 85 MONTVILLE, CT 06371 PROJECT LOCATION DIRECTIONS FROM I-395: HEAD WEST. TAKE EXIT 2 FOR CT-85 TOWARD WATERFORD/CHESTERFIELD. TURN RIGHT ONTO CT-85 N. TAKE A LEFT IN 2.3MILES. 1.THE FACILITY IS UNMANNED. 2.A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. 3.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4.NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED. 5.HANDICAP ACCESS IS NOT REQUIRED. 6.THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR § 1.61000 (B)(7). PROJECT NOTES E N T E R P R I S E L N COMPLIANCE CODE UTILITY COMPANIES ATC SITE NAME: HARTFORD - NYC ATC SITE NUMBER: 302532 T-MOBILE SITE NAME: CTNL220 - WHPX-TV (ATC) T-MOBILE SITE NUMBER: CTNL220A SITE ADDRESS:1334 ROUTE 85 MONTVILLE, CT 06371 SITE CLASS: GUYED POWER COMPANY: UNKNOWN PHONE: N/A TELEPHONE COMPANY: UNKNOWN PHONE: N/A THE PROPOSED PROJECT INCLUDES INSTALLING EQUIPMENT CABINETS AND A GENERATOR ON PROPOSED CONCRETE PADS INSIDE A 10' X 15' GROUND SPACE WITHIN THE EXISTING COMPOUND, AND INSTALLING NEW EQUIPMENT AND MOUNTS ON THE EXISTING TOWER. TOWER SCOPE: INSTALL (3) SECTOR FRAME(s), (3) ANTENNA(s), (6) RRU(s), AND (2) 2.00" HYBRID TRUNK 6/24 4AWG 60M CABLE(s) GROUND SCOPE: REMOVE (2) FENCE(s) INSTALL (2) FENCE(s), (2) CONCRETE PAD(s), (1) CANOPY, (1) ICE BRIDGE, (1) GPS ANTENNA, (1) GENERATOR, UNISTRUT(s), (1) ATS, (1) PPC, (2) LED WORK LIGHT(s), (1) EMERSON AAV CABINET, (1) ENCLOSURE 6160 CABINET, AND (1) B160 BATTERY CABINET SITE ADDRESS: 1334 ROUTE 85 MONTVILLE, CT 06371 COUNTY: NEW LONDON GEOGRAPHIC COORDINATES: LATITUDE: 41.41777222 41° 25' 3.98" N LONGITUDE: -72.1981 72° 11' 53.16" W GROUND ELEVATION: 302' AMSL ENGINEER: A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN, STE 300 CARY, NC 27511 LAK E W O O D D R R O U T E 8 5 Digitally Signed: 2025-11-17 SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . G-002 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 GENERAL NOTES GENERAL CONSTRUCTION NOTES: 1.OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY" WILL PROVIDE AND THE CONTRACTOR WILL INSTALL A.BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND BUILD/CO-LOCATE ONLY) B.AC/TELCO INTERFACE BOX (PPC) C.ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) D.TOWERS, MONOPOLES E.TOWER LIGHTING F.GENERATORS & LIQUID PROPANE TANK G.ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING H.ANTENNAS (INSTALLED BY OTHERS) I.TRANSMISSION LINE J.TRANSMISSION LINE JUMPERS K.TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS L.TRANSMISSION LINE GROUND KITS M.HANGERS N.HOISTING GRIPS O.BTS EQUIPMENT 2.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR PLATFORM, ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES, COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF T-MOBILE TO APPLY FOR PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS. 3.ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. 4.CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. 6.ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 7.DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 8.DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 9.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10.CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. 11.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. 12.INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING. 13.EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 14.CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE T-MOBILE CONSTRUCTION MANAGER. 15.ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. 16.WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR SHALL NOTIFY THE T-MOBILE REP AND ENGINEER OF RECORD IMMEDIATELY. 17.CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 18.CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 19.CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. 20.CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION (ATC) WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK. 21.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REP TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED. 22.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED PERMITS NOT OBTAINED BY T-MOBILE MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR. 23.CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE SPECIFICATIONS AND REQUIREMENTS. 24.CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 25.ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE SPECIFICATIONS, AND AS SHOWN IN THESE PLANS. 26.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 27.CONTRACTOR SHALL NOTIFY T-MOBILE REP A MINIMUM OF 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL. 28.WHEN THE PROJECT SCOPE REQUIRES THE USE OF THE SAFETY CLIMB, THE GENERAL CONTRACTOR SHALL ENSURE THE SAFETY CLIMB IS FREE OF OBSTRUCTIONS, NOT RUBBING ON OR TRAPPED BY ANY INSTALLED CUSTOMER EQUIPMENT, IS VISUALLY TAUT, MEETS MANUFACTURER INSTALLATION SPECIFICATIONS, AND IS FIRMLY SECURED AT ALL CABLE GUIDE LOCATIONS UPON PROJECT COMPLETION. 29.COMPLETION OF PROJECT SHALL NOT OBSTRUCT, TRAP, LOOSEN, OR OTHERWISE CAUSE FAILURE TO MEET MANUFACTURER INSTALLATION REQUIREMENTS FOR THE SAFETY CLIMB. 30.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH BOXES/SLOPING, BARRIERS, ETC. 31.THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNER'S SATISFACTION. 32.ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BE SUBJECT TO THE APPROVAL OF THE T-MOBILE REP. ANY WORK FOUND BY THE T-MOBILE REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. 33.IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF MATERIALS LISTED HEREINAFTER BY MANUFACTURER’S NAMES AND/OR MANUFACTURER’S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED. 34.T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE T-MOBILE WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP. 35.T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO T-MOBILE OR THEIR ARCHITECT/ENGINEER. STRUCTURAL STEEL NOTES: 1.STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC “SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.” 2.STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: A.ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISE B.ASTM A-36 - ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED OTHERWISE. C.ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND) D.ASTM A-325, TYPE SC OR N - ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS E.ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE 3.ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM A153 OR B695. 4.ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER’S RECOMMENDATIONS. 5.DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. 6.CONNECTIONS: A.ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1. B.ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY. C.INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. D.IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. E.ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNLESS NOTED OTHERWISE. F.MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTED OTHERWISE. G.PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING ½” BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND WELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS. H.THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE REQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE COMPLETE. I.ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER, AND T-MOBILE PROJECT MANAGER IN WRITING SPECIAL CONSTRUCTION ANTENNA INSTALLATION NOTES: 1.WORK INCLUDED: A.ANTENNA AND COAXIAL CABLES ARE FURNISHED BY T-MOBILE UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL B.INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND T-MOBILE SPECIFICATIONS. C.INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. D.INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND PROVIDE PRINTOUT OF THAT TEST. E.CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING ANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAIN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER. SWEEP TESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED 10/5/93. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. F.INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. G.ANTENNA AND COAXIAL CABLE GROUNDING: 2.ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OR EQUAL. 3.ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS). CONCRETE AND REINFORCING STEEL NOTES: 1.DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF ALL APPLICABLE CODES INCLUDING: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 117 "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS", AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." 2.MIX DESIGN SHALL BE APPROVED BY T-MOBILE REP PRIOR TO PLACING CONCRETE. 3.CONCRETE SHALL BE NORMAL WEIGHT, 6 % AIR ENTRAINED (+/- 1.5%) WITH A SLUMP RANGE OF 3-6" AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4500 PSI UNLESS OTHERWISE NOTED. 4.THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT:ASTM C150, TYPE 2 REINFORCEMENT:ASTM A185, PLAIN STEEL WELDED WIRE FABRIC REINFORCEMENT BARS: ASTM A615, GRADE 60, DEFORMED NORMAL WEIGHT AGGREGATE:ASTM C33 WATER: ASTM C 94/C 94M WELDED WIRE FABRIC:ASTM A185 ADMIXTURES: -WATER-REDUCING AGENT:ASTM C 494/C 494M, TYPE A -AIR-ENTERING AGENT:ASTM C 260/C 260M -SUPERPLASTICIZER:ASTM C494, TYPE F OR TYPE G -RETARDING:ASTM C 494/C 494M, TYPE B 5.MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE NO LESS THAN 3". 6.A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4, UNLESS NOTED OTHERWISE. 7.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL, OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR APPROVAL FROM AN ATC ENGINEER WHEN DRILLING HOLES IN CONCRETE. 8.ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN "METHOD 1" OF ACI 301. 9.DO NOT WELD OR TACK WELD REINFORCING STEEL. 10.ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 11.REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 12.DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 13.FOR COLD-WEATHER (ACI 306) AND HOT-WEATHER (ACI 301M) CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS, MINIMUM. 14.ALL CONCRETE SHALL HAVE A "SMOOTH FORM FINISH." 15.SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE CONTRACT DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY (CLASS A) IN ACCORDANCE WITH ACI 318. 16.DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI 315). 17.ALL SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTAL CONSTRUCTION JOINTS, UNLESS SHOWN IN THE CONTRACT DRAWINGS. 18.LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, CONFORMANCE WITH ACI 318, AND ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL PLACEMENT DRAWINGS. 19.SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRE PLUS 2 INCHES, NOR LESS THAN 6". 20.BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WITH PLASTIC TIPS. 21.ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT BY CONSTRUCTION TRAFFIC OR CONCRETE. TIE WIRE SHALL BE OF SUFFICIENT STRENGTH FOR INTENDED PURPOSE, BUT NOT LESS THAN NO. 18 GAUGE. 22.SLAB ON GROUND: COMPACT STRUCTURAL FILL TO 95% DENSITY AND THEN PLACE 6" GRAVEL BENEATH SLAB. ELECTRICAL NOTES: 1.ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE LOCAL AND STATE CODES AND NATIONAL ELECTRICAL CODE. 2.ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES, CONDUITS SIZES) ARE FOR ZONING PURPOSES ONLY. IT IS THE RESPONSIBILITY TO OF THE ELECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICAL CODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTIONS. IN SOME EVENTS, IT MAY BE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TO VERIFY THE CAPACITY OF THE EXISTING SERVICE. THIS IS NOT THE RESPONSIBILITY OF ATC. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 3.CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUNDING CABLES AND UTILITY LINES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALL UTILITIES AND GROUNDING LINES THAT MAY BECOME DISTURBED OR CONFLICTING IN THE COURSE OF CONSTRUCTION. ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC ENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN. FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . C-001 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 EXISTING SURVEY FOR REFERENCE ONLY Digitally Signed: 2025-11-17 X X X X X X X X X X X X 0D2908-SM4X15STUD 0D2908-SM4X15STUD M6X200C8112A-S X X UE UT X X SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . C-101 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 1 UPDATE GROUND LOCATION MNC 11/17/25 1 DETAILED SITE PLAN1DETAILED SITE PLAN GRAPHIC SCALE ( IN FEET ) 1 UNIT = 10 FEET 105010 PROPOSED TELCO/FIBER SERVICE POINT (COORDINATE WITH LOCAL UTILITY COMPANY) PROPOSED UTILITY METER IN EXISTING EMPTY SOCKET (COORDINATE WITH LOCAL UTILITY COMPANY) PROPOSED GPS ANTENNA 3 C-503 PROPOSED ICE BRIDGE (LENGTH 17' ±) 1 C-503 PROPOSED T-MOBILE CABINETS AND CONCRETE PAD WITHIN A 10' X 15' LEASE AREA 1 C-102 PROPOSED CABLE NOTES: 1.ESTIMATED LENGTH OF PROPOSED CABLE IS 213'. ESTIMATED LENGTH OF CABLE WAS PROVIDED BY CUSTOMER OR CALCULATED BY ADDING THE RAD CENTER AND THE DISTANCE FROM THE SHELTER ENTRY PLATE TO THE TOWER (ALONG THE ICE BRIDGE) AND A SAFETY FACTOR MEASUREMENT OF 15% (OF THE TWO PREVIOUS VALUES), CDS DEFER TO GREATEST CABLE LENGTH. 2.ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE EXISTING CABLE SUPPORT STRUCTURES AS PROVIDED FOR CARRIER TO ADEQUATELY SECURE CABLES, USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP-INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. OTHERWISE, ATTACH CABLES TO HORIZONTAL OR DIAGONAL TOWER MEMBERS USING PROPOSED STAINLESS STEEL ADAPTERS (DO NOT ATTACH TO TOWER LEG). 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 LOCATION OF ALL PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. 3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF CONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. PROPOSED (2) 2.00" HYBRID TRUNK 6/24 4AWG 60M CABLES (SEE PROPOSED CABLE NOTES THIS PAGE FOR LENGTH AND ROUTING GUIDELINES) PROPOSED UNDERGROUND POWER CONDUIT ROUTED IN TRENCH (LENGTH 60'±) 2 C-503 2 E-601 PROPOSED UNDERGROUND TELCO CONDUIT ROUTED IN TRENCH (LENGTH 25'±) 2 C-503 2 E-601 LEGEND AUTOMATIC TRANSFER SWITCHATS DISCONNECTD ELECTRICALE FIBERF BOLLARDB GENERATOR RECEPTACLEG HAND HOLE, VAULTHH, V ICE BRIDGEIB KENTROX BOXK GENERATORGEN METERM LIGHTING CONTROLLC PULL BOXPB POWER POLEPP TELCOT TRANSFORMERTRN CHAINLINK FENCE GROUNDING TEST WELL CELL SITE CABINETCSC PRO P O S E D 1 8 ' - 0 " F E N C E P R O P O S E D 1 9 ' - 6 " F E N C E (TO BE REMOVED) PROPOSED FENCE1 C-505 6' - 0 " 5'-10 " Digitally Signed: 2025-11-17 0D2908-SM4X15STUD 0D2908-SM4X15STUD M6X200C8112A-S SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . C-102 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 1 UPDATE GROUND LOCATION MNC 11/17/25 1 DETAILED EQUIPMENT PLAN 1 PROPOSED GROUND EQUIPMENT LAYOUT GRAPHIC SCALE ( IN FEET ) 1 UNIT = 3 FEET 1.5'03 3 SITE PLAN / ELECTRICAL 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 LOCATION OF ALL PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. 3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF CONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. 4.ALL CONDUITS SHALL BE INSTALLED UNDERGROUND AND PER APPLICABLE NEC AND LOCAL REQUIREMENTS UNLESS SHOWN OTHERWISE ON THESE PLANS. ANY CONDUITS INSTALLED ABOVE GRADE SHALL BE SECURED PER NEC 344 (MAX INTERVAL 10') AND THE ENTIRE CONDUIT SHALL BE PAINTED SAFETY/REFLECTIVE YELLOW OR ORANGE TO INCREASE VISIBILITY AND REDUCE TRIP HAZARDS. PROPOSED PPC PROPOSED (2) LED WORK LIGHT PROPOSED 8'-0" X 10'-0" CONCRETE PAD 4 C-503 5' - 0 " 10'-0" LEASE AREA 15 ' - 0 " LE A S E A R E A 2' - 0 " 7' - 0 " PROPOSED POWER AND COMMUNICATIONS CONDUITS 1 E-601 PROPOSED ENCLOSURE 6160 CABINET PROPOSED B160 BATTERY CABINET 1 E-601 1 R-608 PROPOSED 48KW GENERAC DIESEL GENERATOR ON 5' X 10' CONCRETE PAD. ANCHOR GENERATOR WITH HILTI EXPANSION ANCHORS OR APPROVED EQUIVALENT. 1 C-504 PROPOSED UNDERGROUND CONDUITS AND SIZES PER ONE LINE 3 C-504 1 E-601 1 R-602 1 R-606 PROPOSED ATS 6" PROPOSED EMERSON CABINET 6" 8' - 0 " 6"9'-0"6" 10'-0" PROPOSED 7'-6" UNISTRUT PROPOSED 5'-0" UNISTRUTPROPOSED POST PROPOSED ICE CANOPY (PER FECT VISION P/N: PV-WC1015-B) 1 R-611 PROPOSED CANOPY SUPPORT PIPE (TYP. 6) 4 C-502 4" PROPOSED E-STOP 4" 6" 2' - 0 " 1'-0" 1'- 2 " Digitally Signed: 2025-11-17 SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . C-201 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 TOWER ELEVATION PER MOUNT ANALYSIS COMPLETED BY ATC, DATED 05/05/25, THE PROPOSED MOUNT MUST BE MODIFIED TO ADEQUATELY SUPPORT THE PROPOSED LOADING. THE MOUNT MODIFICATION PROPOSED IN THE MOUNT ANALYSIS, INCLUDED AT THE END OF THIS PLAN SET, MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE PROPOSED ANTENNAS AND OTHER EQUIPMENT. 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 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. WHERE POSSIBLE UTILIZE EXISTING CABLE SUPPORT STRUCTURES AS PROVIDED FOR CARRIER TO ADEQUATELY SECURE CABLES, USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP-INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. OTHERWISE, ATTACH CABLES TO HORIZONTAL OR DIAGONAL TOWER MEMBERS USING PROPOSED STAINLESS STEEL ADAPTERS (DO NOT ATTACH TO TOWER LEG). 4.TOWER ELEVATION DEPICTION MAY NOT REFLECT ALL EQUIPMENT INCLUDED IN STRUCTURAL ANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR FULL TOWER LOADING. ALL ELEVATIONS REFLECT ABOVE GROUND LEVEL (A.G.L.) 1 TOWER ELEVATION SCALE: N.T.S. PROPOSED T-MOBILE EQUIPMENT1 C-401 2 C-401 PROPOSED T-MOBILE RAD CENTER @ 168' PROPOSED (2) 2.00" HYBRID TRUNK 6/24 4AWG 60M CABLES (213') (SEE CABLE NOTES ON C-101) 6'- 0 " Digitally Signed: 2025-11-17 SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . C-401 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 ANTENNA INFORMATION & SCHEDULE 1 FINAL ANTENNA PLAN SCALE: N.T.S. 2 ANTENNA SCHEDULE RF JUMPER LENGTH MONOPOLE = 15'± GUYED / SELF SUPPORT = FACE WIDTH + 15' REFER TO FINAL RFDS FOR TYPE AND QUANTITY FINAL ANTENNA/ COAX SCHEDULE SECTOR ANT.MODEL #RAD CENTER AZIMUTH ADDITIONAL TOWER MOUNTED EQUIPMENT CABLE DESCRIPTION ALPHA A1 840590966 168' 0°RADIO 4480 B71+B85 RADIO 4460 B25+B66 (2) 2.00" HYBRID TRUNK 6/24 4AWG 60M CABLES (213') BETA B1 840590966 120°RADIO 4480 B71+B85 RADIO 4460 B25+B66 GAMMA C1 840590966 240°RADIO 4480 B71+B85 RADIO 4460 B25+B66 1. GC TO VERIFY THE FINAL RFDS MATCHES THE FINAL CONSTRUCTION DRAWINGS. GC TO NOTIFY ATC PM OF ANY DISCREPANCY PRIOR TO INSTALLING THE EQUIPMENT. 2. GC TO CAP ALL UNUSED PORTS. 3. GC TO CONFIRM SPACING OF PROPOSED EQUIP DOES NOT CAUSE TOWER CONFLICTS NOR IMPEDE TOWER CLIMBING PEGS. PROPOSED RADIO 4460 B25+B66 RRU (1 PER SECTOR) (TYP. 3) 2 C-501 PROPOSED RADIO 4480 B71+B85 RRU (1 PER SECTOR) (TYP. 3) 2 C-501 PROPOSED 840590966 ANTENNA (1 PER SECTOR) (TYP. 3) 1 C-501 PROPOSED SECTOR MOUNT (1 PER SECTOR) (TYP. 3) AZ . =AL P H A 0° AZ.= GAMM A 240 °AZ. = BE T A 120 ° A1 B1 C1 7'- 0 " PROPOSED MOUNT MODIFICATIONS (REFER TO SHEETS AT THE END OF THIS PLAN SET) Digitally Signed: 2025-11-17 SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . C-501 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 MOUNT DETAILS EXISTING OR PROPOSED MOUNTING PIPE PROPOSED BACK TO BACK BRACKET (PER MANUFACTURER) PROPOSED RRU (TYP.) (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) 2 PROPOSED RRU MOUNTING DETAIL - TYPICAL SCALE: N.T.S. PROPOSED ANTENNA EXISTING OR PROPOSED MOUNTING PIPE PROPOSED ANTENNA DOWNTILT BRACKET (PER MANUFACTURER) (INSTALL THIRD BRACKET IF REQUIRED) 1 PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S. EXISTING/PROPOSED MOUNTS AND/OR MOUNT MODIFICATIONS NOT SHOWN FOR CLARITY. REFER TO ANTENNA PLANS, MOUNT ANALYSES AND/OR MOUNT MODIFICATION DOCUMENTS FOR ADDITIONAL DETAIL. Digitally Signed: 2025-11-17 SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . C-502 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 CONSTRUCTION DETAILS CABINET ATTACHMENT DETAIL SCALE: N.T.S. PROPOSED CABINET 3- 5 / 8 " NO M I N A L EM B E D M E N T PROPOSED CONCRETE PAD PROPOSED 3/8"Ø SIMPSON STRONG-BOLT® 2 WEDGE ANCHOR OR EQUIVALENT GC TO INSTALL PER ICC# ESR-3037 NOTE: INSTALL SIMPSON STRONG-TIE® STRONG-BOLT® 2 WEDGE ANCHOR(S) STRICTLY PER INSTALLATION INSTRUCTIONS INCLUDED WITH PRODUCT OR FOUND ONLINE AT WWW.STRONGTIE.COM. PROPER INSTALLATION IS CRITICAL FOR FULL PERFORMANCE. 1 NOTES: 1.CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 2.REMOVE ALL UNSUITABLE OR DELETERIOUS MATERIAL AS REQUIRED. COMPACT UNDERLYING SOIL TO 90% OF MAXIMUM DENSITY. REPLACE REMOVED SOIL WITH 8" LIFTS OF GRANULAR "B" MATERIAL TO A DEPTH OF 4" BELOW PROPOSED GRADE. COMPACT TO MINIMUM 95% OF MAXIMUM DRY DENSITY ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE MOST RECENT IBC. REVIEW WITH PROJECT MANAGER AND GEOTECT PRIOR TO CONSTRUCTION. 3.SURFACE COARSE OF GRANULAR "A" MATERIAL SHALL CONSIST OF EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, WITH 100% PASSING THROUGH 3/4" SIEVE AND NOT MORE THAN 5% PASSING THROUGH #4 SIEVE. 4.PROVIDE GEOTEXTILE FABRIC UNDER WASHED CHIPPED STONE COMPOUND UNLESS NOTED OTHERWISE. WOVEN GEOTEXTILE:US FABRICS: US 230 OR APPROVED EQUIVALENT. CONTRACTOR MAY SUBMIT DESIGN ALTERNATIVE AS OUTLINED IN THE AMERICAN TOWER MASTER SPECIFICATIONS. 6" SURFACE COARSE (SEE NOTE #3) FILTER FABRIC (SEE NOTE #4) 1% MIN - 5% MAX 2 COMPOUND CROSS SECTION SCALE: N.T.S. SEE EQUIPMENT PLAN 1-5/8" UNISTRUT (QUANTITY AND SPACING AS REQUIRED FOR PROPOSED EQUIPMENT) (FIELD LOCATE) A A H-FRAME NOTES: 1.IF IT IS NECESSARY TO EXTEND THE H-FRAME, AN ADDITIONAL POST WILL ALWAYS BE REQUIRED. 2.PROPOSED UNISTRUTS TO BE FIELD CUT AND SHOULD NOT EXTEND MORE THAN 6 INCHES BEYOND THE LAST POST. 3.SPRAY ENDS OF UNISTRUT WITH COLD GALVANIZING SPRAY PAINT, ALLOW TO DRY, THEN COVER WITH RUBBER PROTECTIVE CAPS FOR SAFETY. 4.UNISTRUT TO BE CUT FLUSH WITH NO SHARP OR JAGGED EDGES. 5.ALL PROPOSED HARDWARE TO BE MOUNTED PER MANUFACTURERS SPECS. UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 (GALV.) (TYP.) FOLLOW MANUFACTURER RECOMMENDATIONS FOR BOLT TORQUE PROPOSED ICE CANOPY POST PROVIDED IN KIT 3 H-FRAME ON CANOPY POST DETAIL SCALE: N.T.S. 5/8"Ø HILTI ANCHOR OR EQUIVELENT. INSTALLED PER MANUFACTURER SPECIFICATIONS. (TYP 4 EACH SUPPORT) PROPOSED CONCRETE PAD PROPOSED SUPPORT POST W/ BASEPLATE (TYP.) SCALE: N.T.S. CANOPY / H-FRAME SUPPORT ANCHOR DETAIL4 Digitally Signed: 2025-11-17 SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . C-503 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 CONSTRUCTION DETAILS 3 GPS ANTENNA ATTACHMENT DETAIL SCALE: N.T.S. NOTE: 1.GPS SHALL BE PLACED WITH CLEAR SIGHT LINE TO THE SOUTHERN SKY. 2.CONTRACTOR TO SUPPLY COAX FOR GPS UNIT. 1/2" X 8" THREADED ROD (GALV.) ICE BRIDGE SUPPORT POST OR TOWER MEMBER CONDUIT (SHALL BE USED FOR MECHANICAL PROTECTION) 1/2"Ø COAX CABLE (OR EQUAL) MIN. BENDING RADIUS PER MFG'S SPECIFICATIONS #2 AWG BARE TINNED SOLID COPPER WIRE CADWELD FROM GPS MOUNT PIPE TO COAX CABLE PIPE SUPPORT OR TOWER MEMBER 2 HOLE LUG SUITABLE FOR #2 AWG BCW #6 AWG GROUNDING KIT CABLE (PROVIDED WITH KIT) INSULATED METALLIC BUSHING PIPE-TO-PIPE CLAMP VERIFY SIZE (GALV.) 1-1/4" SCH 40 X 18" LNG MIN. SS OR GALV PIPE G.P.S. ANTENNA (PROVIDED BY CARRIER) 1 WAVEGUIDE BRIDGE KIT SCALE: N.T.S. 3'- 6 " ( M I N . ) 12"Ø CONCRETE FOOTING (WHERE APPLICABLE) MOUNT TO CONCRETE PAD (WHERE APPLICABLE) UNISTRUT P1000 X 12" (ATTACH ON CABINET SIDE LEG FOR COAX SUPPORT) CONSTRUCTION NOTE: 1.INSTALL ICE BRIDGE TO ALLOW 7 FEET CLEARANCE ABOVE GRADE TO LOWEST APPURTENANCE. 2.INSTALL PER MANUFACTURES SPECIFICATION. 13'-4" PIPE COLUMN (POST MOUNT) OR 10'-6" PIPE COLUMN (PAD MOUNT) 24" WAVEGUIDE BRIDGE SUPPORT BRACKET SAFETY GRATING 24" X 10' VERTICAL TRAPEZE SECTION 10'-4" COLUMN & BASE SHOE WB-K210-S (SOLD SEPARATELY) COMMSCOPE: WB-K210-B (DIRECT BURIAL POSTS) COMMSCOPE: WB-K210-S (CONCRETE PAD SHOE POSTS) 2'- 0 " A P P R O X . 12" MIN. TRENCH NOTES: 1.IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2.IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. 3.IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL HAND DIG U/G TRENCHING. 4.CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDER SITE ACCESS ROAD. 4" 2'-0"± MA T C H E X I S T I N G MA T E R I A L & G R A D E WARNING TAPE TRENCH COMPACT FILL (90%) OR AS PER UTILITY COMPANY REQUIREMENTS UNEXCAVATED SOIL CLEAN SAND SUITABLE FOR CONDUIT BEDDING (SEE NOTE 4) 2"Ø SCH 40 PVC CONDUIT (ELECTRIC) 2"Ø SCH 40 CONDUIT (TELCO) (W/ 200 LB MULE TAPE) 2 TELCO AND POWER CONDUIT JOINT TRENCH SCALE: N.T.S. 12 " M I N PAD NOTES: 1.SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. DELETRIOUS MATERIAL AND ORGANICS SHALL BE REMOVED. 2.MECHANICALLY COMPACT FOOTPRINT OF PAD PLUS 2' PERIMETER. 3.USE GALVANIZED HILTI EXPANSION ANCHORS OR, APPROVED EQUAL, FOR EQUIPMENT ANCHORAGE. 4.FOR SIZE AND LOCATION OF ANCHORS AND OTHER REQUIREMENT, SEE EQUIPMENT VENDOR DRAWINGS. 6" EXISTING CRUSHED STONE OR GRAVEL (SEE NOTE 2) 4" 5 GRAVEL PREPARATION SCALE: N.T.S. PROPOSED PAD 3" PAD NOTES: 1.PADS SHALL BE PRE-CAST MATCHING THIS DESIGN WHERE ALLOWED BY LOCAL JURISDICTION. 2.REFER TO CONCRETE & REINFORCED STEEL NOTES ON SHEET G-002 & ATC SPEC 033000 FOR CAST-IN-PLACE PADS. 3/4" CHAMFER 3" 3" 6" 10'-0"3" 3" 8'- 0 " 4 REINFORCED PAD LAYOUT SCALE: N.T.S. #4 @ 12" O.C. MAX Digitally Signed: 2025-11-17 SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . C-504 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 CONSTRUCTION DETAILS 3 GENERATOR ATTACHMENT DETAIL SCALE: N.T.S. PROPOSED GENERATOR PROPOSED CONCRETE PAD 3- 5 / 8 " NO M I N A L EM B E D M E N T PROPOSED 5/8" Ø SIMPSON STRONG-BOLT 2 WEDGE ANCHOR OR EQUIVALENT GC TO INSTALL PER ICC# ESR-3037 NOTE: INSTALL SIMPSON STRONG-TIE STRONG-BOLT WEDGE ANCHORS STRICTLY PER INSTALLATION INSTRUCTIONS INCLUDED WITH PRODUCT OR FOUND ONLINE AT WWW.STRONGTIE.COM. PROPER INSTALLATION IS CRITICAL FOR FULL PERFORMANCE. 4 GROUNDING CONDUCTOR CONNECTION SCALE: N.T.S.5 TWO HOLE LUG CONNECTION DETAIL SCALE: N.T.S. TWO HOLE COPPER COMPRESSION TYPE GROUND LUG1/4" DIAMETER STAINLESS STEEL BOLT, NUT AND WASHERS GROUND BAR OR EQUIPMENT NOTE: ALL MECHANICAL EXTERNAL TERMINATION SURFACES SHALL BE TREATED WITH T&B KOPR-SHIELD CP8 ANIT-OXIDATION COMPOUND. TOWARD EARTH GROUND (DIRECT CURRENT FLOW CLOCKWISE FOR ALL RINGS) FEEDER DRILL MINIMUM 5/8" Ø HOLE X 5 3/8" DEEP AT ANCHOR LOCATION 24 " M I N . VARIES TRENCH NOTES: 1.IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2.IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. 3.IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL HAND DIG U/G TRENCHING. 4.CONFIRM SPACING AND DEPTH WITH NEC OR LOCAL CODE REQUIREMENTS 5.AC POWER CONDUITS MUST BE 3" MINIMUM FROM OTHER AC CONDUITS AND 12' MINIMUM FROM COMMUNICATIONS CONDUITS SCH 40 ALARM, CONTROL WIRING & COMMUNICATIONS WIRING (TYP.2) MATCH TO EXISTING OR FINISH TO PROPOSED GRADES (SEE PLAN) WARNING TAPE TRENCH CLEAN COMPACT FILL CLEAN SAND SUITABLE FOR CONDUIT BEDDING SCH 40 PVC CONDUIT (POWER CONDUIT) 2 GENERATOR SERVICE CONDUIT TRENCH SCALE: N.T.S. 12 " ( M I N ) SCH 40 PVC CONDUIT (POWER CONDUIT) 3" MIN. 12" MIN. 3" MIN. 6" 3" 3" 10'-0" 5'- 0 " #4 @ 6" E.W. 3/4" CHAMFER 3"3" 1 CONCRETE PAD FOR GENERATOR SCALE: N.T.S. PAD NOTES: 1.SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. DELETERIOUS MATERIAL ANDORGANICS SHALL BE REMOVED. 2.COMPACT SUBGRADE TO 95%. 3.USE GALVANIZED HILTI EXPANSION ANCHORS OR, APPROVED EQUAL, FOR EQUIPMENTANCHORAGE. 4.FOR SIZE AND LOCATION OF ANCHORS AND OTHER REQUIREMENT, SEE EQUIPMENTVENDOR DRAWINGS. 5.DETAIL FOR ILLUSTRATIVE PURPOSES ONLY, MODIFY PER GENERATOR MANUFACTURERSPECIFICATIONS TO ACCOMMODATE STUB UP. Digitally Signed: 2025-11-17 SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . C-505 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 1 UPDATE GROUND LOCATION MNC 11/17/25 1 CIVIL DETAILS 1 FENCE DETAIL SCALE: N.T.S. HE I G H T T O M A T C H E X I S T I N G 1/2" CROWN FOR DRAINAGE 2"x2" - 9 GA. FENCE FABRIC (TYP.) 1" GAP BETWEEN FINISH GRADE AND BOTTOM OF GATE 12"Ø CONCRETE FOOTING IN SOIL FOR GATE AND CORNER POSTS 3/8" DIAM. TRUSS ROD WITH TURNBUCKLE (TYP.) 3'- 6 " M I N . 1-1/4" TOP RAIL (TYP.) 3" 2" INTERMEDIATE POST 2-1/2" CORNER POST 6" M I N 1' MIN 3" FENCE NOTES: 1.POSTS NOT TO EXCEED A MAXIMUM SEPRATION OF 10 FEET. AMERICAN TOWER CONSTRUCTION SPECIFICATION: 1.DIVISION 32 EXTERIOR IMPROVEMENTS SECTION 0323113 FOR CHAIN LINK FENCE AND GATES FENCE POST EXOTHERMIC WELD COLD GALVANIZE AFTER COOLING #2 SBTC GROUND CONDUCTOR TO GROUNDING ELECTRODE CONDUCTOR LOOP 2 FENCE GROUNDING DETAIL SCALE: N.T.S. Digitally Signed: 2025-11-17 0D2908-SM4X15STUD 0D2908-SM4X15STUD M6X200C8112A-S SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . E-101 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 1 UPDATE GROUND LOCATION MNC 11/17/25 1 GROUNDING PLAN AND NOTES GROUNDING KEYED NOTES: GROUNDING PLAN LEGEND: GROUND WIRE EXOTHERMIC WELD TEST WELL 5/8"Ø X 10' COPPER GROUND ROD MECHANICAL WELD 1 BOND TO TOWER GROUND RING #2 AWG BOND FROM VERTICAL H-FRAME AND ICE BRIDGE POST TO EXTERNAL GROUND RING (TYP. EVERY POST). #2 AWG SBTC BOND FROM TOWER GROUND RING TO EQUIPMENT. EQUIPMENT BOND TO GROUND RING (TYP.) 2 3 4 1 DETAILED GROUNDING PLAN SCALE: N.T.S. GROUNDING NOTES: 1.ALL EQUIPMENT ENCLOSURES, DEVICES AND CONDUITS SHALL BE GROUNDED TO CONFORM WITH THE LATEST REQUIREMENTS OF THE NEC BY THE INSTALLATION OF A SEPARATE, GREEN, INSULATED GROUND CONDUCTOR FOR ALL FEEDER AND BRANCH CIRCUITS. GROUND CONDUCTORS SHALL BE OF THE SIZE INDICATED ON THE DRAWINGS. GROUND CONDUCTORS SHALL BE CONTINUOUS IN LENGTH AND SHALL BE BONDED TO EACH ENCLOSURE THEY PASS THROUGH. CONDUIT SHALL NOT BE USED AS A GROUNDING CONDUCTOR. 2.GROUNDING CONDUCTORS SHALL: A.BE #2 AWG SOLID BARE TINNED COPPER (SBTC) FOR ALL GROUNDING SYSTEM WIRE UNLESS OTHERWISE NOTED, OR OTHERWISE REQUIRED BY CODE. B.BE MINIMUM 12” BEND RADIUS. KEEP NUMBER OF BENDS TO A MINIMUM. C.AVOID LONG BONDING CONNECTION RUNS. MAKE DIRECT AS POSSIBLE. D.NOT HAVE ANY U-SHAPED RUNS. E.BE IN NON-METALLIC CONDUIT ONLY, IF IN CONDUIT. F.BE PLACED THROUGH NON-METALLIC SLEEVES IN FLOORS, WALLS, CEILINGS, ETC. G.PROTECTED IN NON-METALLIC CONDUIT WHERE EXPOSED ABOVE GRADE. 2.INSTALL ALL GROUNDING RINGS AND RADIALS WITH CONDUCTIVE CEMENT, SANKOSHA AS DISTRIBUTED BY ELECTRIC MOTION COMPANY, INC., WINSTED, CT 06098, OR AS SPECIFICALLY INDICATED. INSTALL PER MANUFACTURER’S SPECIFICATIONS. 3.GROUND RINGS SHALL BE: A.MINIMUM 30” BELOW GRADE, OR BELOW FROST LINE WHICHEVER IS DEEPER. B.MINIMUM 2’ FROM FOUNDATIONS, FOOTINGS, OTHER GROUNDING SYSTEMS AND ALL CONDUCTIVE OBJECTS. C.WITH MINIMUM 12" BEND RADII. D.WITH ALL CONNECTIONS IN CONTACT WITH EARTH, BONDED BY EXOTHERMIC WELDING. E.BONDED TO A SINGLE POINT GROUND (SPG) WITH A SINGLE WIRE AS INDICATED ON DRAWINGS. 4.GROUND RODS SHALL BE: A.MINIMUM 5/8” DIAMETER. B.MINIMUM 10’ LONG. C.COPPER-CLAD GALVANIZED STEEL OR STAINLESS STEEL. D.PLACED IN UNDISTURBED SOIL AND BELOW THE FROST LINE. E.INSTALLED WITH MINIMUM SEPARATION DISTANCE OF TWICE THE DEPTH OF THE ROD(S), OR AS INDICATED ON DRAWINGS. F.MINIMUM TWO (2) RODS ON THE TOWER RING OR ONE (1) PER LEG WHICHEVER IS LARGER, MINIMUM FOUR (4) RODS ON EVERY EQUIPMENT BUILDING RING WITH ONE AT EACH CORNER OR AS INDICATED, MINIMUM ONE (1) ROD FOR POWER SERVICE GROUNDING ELECTRODE, AND MINIMUM ONE (1) ROD AT END OF EACH RADIAL. 5.CONDUCTIVE OBJECTS, SUCH AS FENCES, SHALL BE BONDED TO THE GROUNDING SYSTEM IF WITHIN 20’ OF THE TOWER GROUNDING SYSTEM, OR 5’ OF ANY OTHER GROUNDED COMPONENT. 8" M A X . SE E N O T E # 4 ON S H E E T E - 5 0 1 GRADE 8"Ø x 42" PVC WITH FEMALE ADAPTER AND SCREW ON CAP #2 SBTC GROUNDING RING COPPER CLAD STEEL GROUND ROD (SEE SHEET E-501 FOR SIZING) 3" OF CRUSHED ROCK BELOW WELD. WELD SHALL REMAIN VISIBILE EXOTHERMIC WELD SCALE: N.T.S. TEST WELL DETAIL2 1 4 3 2 PROPOSED PPC PROPOSED (2) LED WORK LIGHT PROPOSED 8'-0" X 10'-0" CONCRETE PAD PROPOSED ENCLOSURE 6160 CABINET PROPOSED B160 BATTERY CABINET PROPOSED 48KW GENERAC DIESEL GENERATOR ON 5' X 10' CONCRETE PAD PROPOSED ATS PROPOSED EMERSON CABINET PROPOSED 7'-6" UNISTRUT PROPOSED 5'-0" UNISTRUTPROPOSED POST PROPOSED ICE CANOPY (PER FECT VISION P/N: PV-WC1015-B) PROPOSED CANOPY SUPPORT PIPE (TYP. 6) PROPOSED E-STOP Digitally Signed: 2025-11-17 SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . E-501 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 GROUNDING DETAILS DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. 2 CABLE GROUND KIT CONNECTION DETAIL SCALE: N.T.S. TO ANTENNA TO EQUIPMENT TO GROUND BAR ANTENNA CABLE 2 1/2"Ø MAX GROUNDING KIT PER CABLE MANUFACTURER'S RECOMMENDATIONS (ANDREW OR APPROVED EQUAL) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) GROUND KIT NOTES: 1. 2. 1/4" X 4" X 6" GROUND BAR (ERICO P/N: EGBA14406CC OR EQUAL) 3 TOWER GROUND BAR DETAIL SCALE: N.T.S. GROUND BAR NOTES: 1.GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). 2.GROUND BAR TO BE BONDED DIRECTLY TO TOWER. 3/8" SS LOCK WASHER (EACH SIDE) TWO-HOLE LUG, TO BE USED WITH #2 AWG BCW (LOWER TOWER GROUND BAR ONLY) 3/8" X 1-1/4" SS BOLT (EACH SIDE) 4 MAIN GROUND BAR DETAIL SCALE: N.T.S.6 TIE CONNECTION DETAIL SCALE: N.T.S. 12" M I N . B E N D I N G RADI U S ( T Y P . ) EXOTHERMIC WELD (THERMOWELD OR EQUIVALENT) PARALLEL, NO T-WELDS ALLOWED (NO SLAG OR DEFORMITIES ALLOWED) EXTERIOR GROUND RING #2 SBTC GROUNDING CONDUCTOR JUMPER, #2 SBTC GROUNDING CONDUCTOR ANGLE O F GROUN D R O D SHALL N O T EXCEE D 4 5 ° . DIREC T A W A Y FROM CONDU C T I V E BODY. GRADE SE E NO T E # 4 #2 SBTC EXOTHERMIC WELD GROUND BAR NOTES 1.GROUND KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). 2.GROUND BAR SHALL BE BOLTED TO STRUCTURAL MEMBER OR ANCHORED TO CONCRETE SLAB W/ HILTI KWIK BOLT III. 5 GROUND ROD DETAIL SCALE: N.T.S. 5/8"Ø X 10'-0" COPPER CLAD STEEL GROUND ROD NOTES: 1.SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. 2.COORDINATE UTILITY, LOCATE BEFORE DIGGING. 3.CONDUIT TRENCHING DEPTHS AT 36" OR 6" BELOW FROST LINE, WHICHEVER IS GREATER. 4.ALL RING AND RADIAL DEPTHS AT 30" OR 6" BELOW FROST LINE, WHICHEVER IS GREATER. 7 GENERATOR GROUNDING SCALE: N.T.S. EXOTHERMIC WELD COLD GALVANIZE AFTER COOLING #2 SBTC GROUND CONDUCTOR TO LIGHTNING PROTECTION SYSTEM GENERATOR GENERATOR INSTALLATION NOTE: INSTALL GENERATOR AND TRANSFER SWITCH WITH ALL SUPPLIED ACCESSORIES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SPECIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, ACCESSORIES FOR THE EXHAUST SYSTEM, FUEL SYSTEM, ENCLOSURE INTEGRITY (CAPS, PLUGS, COVERS, ETC.), ELECTRICAL CONNECTIONS, AND GROUNDING CONNECTIONS. 1/4"Ø HILTI KWIK BOLT III 3/8" THREADED INSULATOR WHERE INDICATED 1/4" X 4" X 12" GALVANIZED BUSS BAR 3/8" SS LOCK WASHER (TYP.)TWO-HOLE LUG, TO BE USED WITH #2 AWG BCW 3/8" X 3/4" SS BOLT (TYP.) GROUND BAR MOUNTING BRACKET NOTES: 1.THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE CONSTRUCTION MANAGER OF ANY CONFLICTS. 2.SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. PROPOSED CONNECTOR AND WEATHERPROOFING KIT 1 TYPICAL ANTENNA GROUNDING DIAGRAM SCALE: N.T.S. PROPOSED ANTENNA PROPOSED JUMPER PROPOSED ANTENNA MASTS PROPOSED COAX GROUND KITS PROPOSED ANTENNAS PROPOSED GROUNDING CONNECTION TO LIGHTNING PROTECTION SYSTEM GROUNDING CONNECTION TO PROPOSED TMAs PROPOSED WEATHERPROOFING KIT 2 E-501 3 E-501 GROUND BAR MOUNTED NEAR/BELOW ANTENNA (TO BE INSTALLED IF REQUIRED) #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION ANTENNA CABLE TO CABINET (TYP.) PROPOSED CABLE GROUND KIT PROPOSED #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION TO PROPOSED RRU GROUND LUG (TYP.) 2 E-501 Digitally Signed: 2025-11-17 SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . E-601 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 PANEL SCHEDULE & ONE-LINE DIAGRAM NOTE: 1.ALL EQUIPMENTS' SHORT-CIRCUIT CURRENT RATING SHALL EXCEED AVAILABLE FAULT CURRENT PER UTILITY 2.CONTRACTOR TO INSTALL HANDHOLES AT EVERY 3RD 90° TURN COMMUNICATIONS CABLE 1/2"C EMERGENCY POWER OFF (E-STOP) INSTALLED PER MANUFACTURER SPECIFICATION GEN PANEL G GROUND PER NEC SEE TELCO AND POWER JOINT TRENCH CONDUIT ON C-501 SEE TELCO AND POWER JOINT TRENCH CONDUIT ON C-501 PROPOSED INTEGRATED MANUAL TRANSFER SWITCH PROPOSED 120/240V, 3W, 2P PPC (SEE PANEL SCHEDULE) PROPOSED GENERATOR PLUG GROUND PER NEC SEE PANEL SCHEDULE FOR PROPOSED CIRCUITS TRANSFER SWITCH 200A, 240V, 2P SOLID NEUTRAL WITH GROUND BAR TERMINATE GENERATOR SUPPORT CIRCUITS PER MANUFACTURER SPECIFICATION (BATTERY CHARGER AND BLOCK HEATER, WHERE REQUIRED) 2-#12, 1 #12G IN 1" CONDUIT FROM PRIMARY CABINET PRIMARY CABINET 2" CONDUIT, FOR CAT6 TELCO/FIBER CABINET 3-#3/0 AWG , #6 AWG G, IN 2" C 200/2 MAIN CIRCUIT BREAKER FOR 48kW 1ɸ,120/240V, 3W, OPTIONAL STANDBY GENERATOR 3-250 KCMIL AL, 1-#2 AL G, 2-1/2"C OR 3-#3/0 AWG CU, 1-#6 AWG CU G, 2"C PROPOSED 200/2 SERVICE MAIN BREAKER SUITABLE AND LISTED FOR THE APPLICATION 200/2 VERIFY EXISTING GROUND PER NEC KWH PROPOSED 200A, 240V, 3W, 2P UTILITY METER IN EXISTING METER SOCKET (MEET LOCAL UTILITY SPECS.) 2" CONDUIT, FOR FIBER SERVICE 1" CONDUIT FOR LOCP (IF REQUIRED) 3-250 KCMIL AL, 1-#2 AL G, 2-1/2"C OR 3-#3/0 AWG CU, 1-#6 AWG CU G, 2"C 1 PANEL SCHEDULE 2 ONE-LINE DIAGRAM CONDUIT TYPE RMC (METALLIC) PVC LFMC EMT LFNC USE CASE AC, DC COMM AC POWER AC, DC, COMM INDOOR AC, DC COMM GROUND WIRE LOCATION ABOVE GROUND UNDERGROUND MAX 6' PER CONDUIT RUN, ABOVE GROUND ONLY INDOOR NOT EXPOSED TO THE OUTDOOR ENVIRONMENT (MUST BE DRY) CONCEALING AND PROTECTING BTCW RISERS ONLY USE CASE EXAMPLE ABOVE GROUND PPC TO SSC UNDERGROUND PPC TO SSC OR BACKHAUL TRANSPORT HUB TO SSC TIGHT LOCATIONS BETWEEN HUB AND CONDUIT BUT NOT TO BE USED WHERE IT CAN BE STEPPED ON CIRCUIT PANEL TO JUNCTION BOX GROUND RING TO MGB OR SSC STANDARD CONDUIT USE TABLE CONDUIT TYPE EMT (NOT PREFERRED) RMC NONMETALLIC (ALUMINUM) USE CASE OUTDOOR DC, COMM OUTDOOR/INDOOR PER NEC GUIDLINES LOCATION OUTDOOR WHEN USED WITH WATERTIGHT HUBS ONLY ABOVE GROUND USE CASE EXAMPLE BETWEEN EQUIPMENT AND BATTERY CABINET OR EQUIPMENT TO EQUIPMENT CABINETS FOR INTER CABINET CONNECTION MAT BE USED AS A LOWER COST ALTERNATIVE TO METALLIC RMC, MUST MEET OR EXCEED FEDERAL SPEC: WW-C-540C, UL-6A, ANSI C80.5, NEC 344.10 (A) ALLOWS THE USE OF EITHER ALUMINUM OR GALVANIZED FITTINGS EXCEPTION CONDUIT USE TABLE 3 CONDUIT USE TABLES SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-601 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. 2 ANTENNA CONFIGURATION1CABINET CONFIGURATION SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-602 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. 1 ERICSSON 6160_AC_V2 SITE SUPPORT CABINET SCALE: N.T.S. · · 63 " 4" 33.35" 7.75"25.6" 4" R E A R C L E A R A N C E 25.6" 25 . 6 " 25 " D O O R O P E N 25.6" 25 . 6 " 2.5" 17 " 5" 22.5" “ ” ” 27" SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-603 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. 20-60 VDC 15A DCINPUT+12V DC PSU250W 20-60 VDC 15A DCINPUT+12V DC PSU250W PS1 PS2 NOKIA 7250 IXR-E 24SFP + 8SFP28 2QSFP28 Reset SDCard PS2PS1StatFanLOC USB MgmtConsole 1 2 3 4 5 6 7 8 910 1112 1413 161517 18 19 2120 232224 25 26 27 28 3029 3132 3334 1PPS 20-60 VDC 15A DCINPUT+12V DC PSU250W 20-60 VDC 15A DCINPUT+12V DC PSU250W PS1 PS2 NOKIA 7250 IXR-E 24SFP + 8SFP28 2QSFP28 Reset SDCard PS2PS1StatFanLOCUSB MgmtConsole 1 2 3 4 56 7 8 9 1011 12 1413 1615 17 18 19 2120 2322 24 2526 2728 3029 31 32 3334 1PPS 1 ERICSSON 6160_AC_V2 SITE SUPPORT CABINET SCALE: N.T.S. SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-604 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. 1 ERICSSON 6160 ELECTRICAL DETAILS SCALE: N.T.S. SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-605 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. 1 ERICSSON 6160/B160 CONDUIT ROUTING DETAILS SCALE: N.T.S. 4" SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-606 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. 1 ERICSSON B160 BATTERY CABINET SPECIFICATIONS SCALE: N.T.S. 63 " 29.5" 27.5"2" 4" R E A R C L E A R A N C E 2'-1 5/8" 27 . 5 " 26 . 5 " · · “ ” ” SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-607 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. 34553 - ERICSSON 6651 RAN PROCESSOR2SCALE: N.T.S. I O NOKIA I O 34097 - NOKIA 7250 IXR-e ROUTER w/ GNSS1 SCALE: N.T.S. ± 7 ' - 0 ' ' A G L LIGHT W/ TIMER3 SCALE: N.T.S. SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-608 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL Y1 R1 LEFT Y2 R2 RIGHT SCALE: N.T.S.1 ERICSSON 840590966 8-PORT 4003 ANTENNA NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. SCALE: N.T.S.3 34373 - ERICSSON 4460 RADIO B2/25 B66 SCALE: N.T.S.2 34372 - ERICSSON 4480 RADIO SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-609 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. HYBRID TRUNK INFORMATION (6X24)1 SCALE: N.T.S. SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-610 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. 1 GENERATOR SPECS SCALE: N.T.S. NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-611 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 0 FOR CONSTRUCTION MNC 06/23/25 SUPPLEMENTAL SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-612 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL 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 CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO VERYIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION. 1 MOUNT ANALYSIS SHEET NUMBER:REVISION: Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . R-613 SEAL: DESCRIPTIONREV.DATEBY A.T. ENGINEERING SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 PEC.0001553 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. ATC PROJ. #: CTNL220 - WHPX-TV (ATC) 15132736_D2 CTNL220ACUST. #: 302532 1334 ROUTE 85 MONTVILLE, CT 06371 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: DESCRIPTIONREV.DATEBY CUST. ID: 302532 HARTFORD - NYC CTNL220 - WHPX-TV (ATC) ATC SITE NAME: 0 FOR CONSTRUCTION MNC 06/23/25 0 SUPPLEMENTAL NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. 1 MOUNT SPECIFICATIONS