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SITE PLAN NOTES. <br />THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE <br />AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN THE <br />CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION <br />AND VERIFY ALL EXISTING CONOTTIDNS RELATED TO THE SCOPE <br />OF WORE FOR THE PROJECT <br />] WE BRIDGE CABLE LADDER COAX PORT, AND COAX LISLE ARE <br />SHOWN FOR REFERENCE ONLY CONTRACTOR SHALL CONFIRM <br />RHE EXACT LOCATION OF ALL PROPOSED AND EXISTING <br />EQIXPOENT AND STRUCTURES DEPICTED ON THIS PLAN <br />BEFORE UTILIZING EXISTING CABLE SIYPORTS COAX PORTS <br />INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT <br />CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE <br />COMPONENTS MEET THE ATC SPECIFICATIONS <br />O IT IS TIE RESPONSIBILITY OF THE CONTRACTOR TO <br />COORDINATE WITH THE T#1OBEE REPRESENTATIVE AND LOCA. <br />UTILITY COMPANY FOR THE INSTALLATION OF CONDUITS <br />CONDUCTORS BREAKERS DISCONNECTS OR ANY OTHER <br />EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE <br />ELECTRICAL WORK SIR.- BE PERFORMED IN ACCORDANCE <br />WITH ATEST EDITION OF THE ST ATE AND NATIONAL CODES <br />ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT <br />LEGEND <br />• GAMMONS FEST WELL <br />ATB <br />AUTOMATIC TRANSFER SWITCH <br />B BOLLARD <br />CSC CELL SITE CARPET <br />D DISCONNECT <br />E ELECTRIU. <br />FIBER <br />GEM GENERATOR <br />G GENERATOR RECEPTACAL <br />NN V HAND ROLE VAULT <br />IN ICE BRIDGE <br />K KENTROX BOX <br />LC LIGHTING CONTROL <br />M METER <br />PB PULL BOX <br />PP POWER POLE <br />TELCO <br />TRN TRANSFORMER <br />CNAKRM FENCE <br />PRDPOREO CA LE!IKOTA' <br />ESTIMATED LENGTH OF PROPOSED CABLE IS of <br />ESTIMATED LENGTH OF CABLE WAS PROVIDED BY <br />OJSTOVER OR CALCAATED BY ADDING THE RAD <br />CENTER AND TIE DISTANCE FROM THE SHELTER <br />ENTRY PLATE TO THE TOWER (ALONG TIE ICE <br />BRIDGE) AND A SAFETY FACTOR MEASUREMENT OF <br />15% NOF THE TWO PREVIOUS VALUES) COS DEFER <br />TO GREATEST CABLE LENGTH <br />S ROUTE PROPOSED CARES ALONG SALE PATH AS <br />EXISTING CARES AND IN ACCORDANCE WITH <br />STRUCTURAL ANALYSIS WHERE POSSIBLE UTILIZE <br />EXISTING CARE SUPPORT STRUCTURES AS <br />PROVIDED FOR CARRIER TO ADEQUATELY SECURE <br />CABLES USING EITHER APPROPRIATE.), SIZED <br />STAINLESS STEEL SNAP•/NS OR MOUNTING <br />HARDWARE AND BRACKETS AS SPECIFIED BY CABLE <br />MANUFACTURER OTHERWISE, ATTACH CARES TO <br />HORIZONTAL OR DIAGONAL TOWER MEMBERS <br />USING PROPOSED STAINLESS STEEL ADAPTERS (DO <br />NOT ATTACH TO TOWER LEG) <br />MI EXISTMO LAIN' NYBRIFLEX <br />CABLES TO RERAN, II) EXISTING <br />yr COAX CABLE TO REMAIN, <br />AND (A) NEW NESS 0 HYBRID <br />TRUNK CABLES TO SE INSTALLED <br />EXIETNO LMOBILE 8'4" X IA' d' <br />STEEL PLATFORM WA 13'4'X IT'i <br />GROUND SPACE WP EXIST INC S <br />NEW EQUIPMENT <br />ODETAILED SITE PLAN <br />O <br />10' <br />SD <br />SCALE ,'.15(11017) <br />'.S' 122ANA) <br />:TMO to install new <br />:RAC24 on existing <br />:H -Frame <br />TMO to hand trench <br />along inside of <br />existing fence from <br />RAC24 to fiber vault <br />A <br />AMERICAN TOWER. <br />CI' MI RANGY RD uL ' 101 <br />CAROL STREAM ILFOIA <br />MAIN NAI, 911dE0.. <br />Concordia <br />PROFESSIONAL DESIGN .RN LCENSE I MA 00452 <br />REv DBSC'RVIIOM BY DATE <br />A ROBS vZ OMIMSI <br />D FCDS VZ OST1151 <br />SIC SITE NUMBER <br />98530 <br />ATC SITE NAME <br />GRAND ISLAND EAST <br />(DOWNTOWN) <br />SITE ADDRESS <br />211 VEST ITN STREET <br />GRAND ISLAND NE 6AB014611 <br />T • •Mobile• <br />DATE DRAWN <br />OM1541 <br />ATC JOB NO. <br />70075110 <br />CUSTOMER ID <br />DNOA110A <br />CUSTOMER I <br />ONOAI255 <br />DETAILED SITE PLAN <br />SHEET NUMBER <br />C-101 <br />