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�l APROXIMMATE LOCATION OF 12 AWG SOLID RARE TINNED GROUND RING, GROUNO RING SHALL BE BURIED 3W <br />BELOW THE FROST LINE OR 30' BELOW CRADE, WHICHEVER IS GREATER. EXACT LOCATION AND NUMBER Or <br />GROUND RODS TO RE DETERMINED ON SITE AND BASED ON FALL. OF POTENTIAL CROUND RESISTANCE MET400' <br />L FOR RESISTANCE < 5 OHMS. UNLESS 07HFRWISE NOTED, DRIVEN GROUND ROOS ARE TO BE BURIED AT 18 FEET <br />INTERVALS. <br />2 PROVIDE 3/4`x1O'—O' LONG COPPER CLAD STEEL (COPPER WELO) GROUND ROD AS SHOWN. PROVIDE INSPECTION <br />SLEEVE AT GROUND ROD TO SHOW BOND TO EXTERIOR BURIED GROUND FLING (WMUM OF 4 INSPECTION <br />SLEEVES/ SEE DEIAL B/E-7). WALL GROUND ROD TWO (2) FEET MINIMUM AWAY FROM ANY Sm. INSTALL 50 <br />THAT TOP OF GROUND ROD IS 30' BELOW GRADE OR FROST LINE, WHICHEVER LS DEEPER. EXACT LOCATION AFIO <br />NUMBER OF GROUND RODS TO BE ESTABLISHED ON SITE AND BASED ON FAIL OF POTENTIAL GROUND <br />RESISTANCE METMOO' FOR RESISTANCE < 5 OHMS. UNLESS OTHERWISE NOTED, DRIVEN GROUND RODS ARE <br />BONDED TO TILE BURIED GROUND RING AT 18 FEET INTERNALS. <br />V 70WER GROUND RING SHAD. BE SPACED A MINIMUM OF 2'—O" FROM TOWER FOUNDAT04. <br />NOT USED. <br />V 02 ASO GROUND FROM SERVICE ENTRANCE GROUND ELECTRODE TO EXTERNAL GROUND RING. <br />J2 AWO FROM POST TO EXTERNAL GROUND RUNG (TIP OF (2) PLACES). <br />NOT USED. <br />NOT USED. <br />fA LJ (2) /2 AWO GROUND FROM GENERATOR TO EXTERNAL GROUND RING. (t) AT EACH OPPOSITE CORNER <br />1U NOT USED, <br />11 EQUIPMENT GROUND RING AND TOWER GROUND RING SHALL RE BONDED TOGETHER IN AT LEAST TWO (2) POINTS <br />USING A f 2 AWO SOLID BARE TINNED COPPER CONDUCTOR, <br />12 BOND TO EOUIPMENT CABINET ENCLOSURE. USING A MAFXIF. APPROVED CONNECTION WITH (2) / 2 AWO SOLID <br />BARE TINNED COPPER CONDUCTORS AND EX011MMICALLY WELD TO GROUND RINO. <br />REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ANTENNA(S) AND ANTENNA <br />T3 SUPPORTS FRAME. <br />I4 EXTEND GROUNDINO CONDUCTOR TO ANTENNA LOCATIONS AND BOND TO ANTENNA PIPE MOUNT. USE AN <br />EX07HERMIC WELD AT ANTENNA PIPE MOUNT. SUPPORT CONNECTOR AS REQUIRED EVERY TWO (2) rECT MINIMUM. <br />15 PROV93E 02 SOLID BARE TINNED COPPER CONDUCTOR FROM TEOB TO TOWER GROUND RIKi. TYPICAL 0r TVNO (2). <br />18 PROVIDE ANTENNA CABLE GROUND BAR. BOND ANILNNA CABLE OROUNOING KITS TO GROUND W. CONNECTION <br />SMALL BE THE RESPONSIBILITY OF THE ANTENNA CABLE INSTALLER, BOND GROUND BAR TO TOWER USING GREW <br />i2 AWO SOLID TINNED COPPER CDNOUCTOR. PROVIDE A U.L LISTED CONNECTOR SUITABLE FOR THE MATERIALS <br />OEtNG CONNECTED. PROVIDE EXOTHERMIC WELDS FOR BONDS TO STEEL BEAM OR FIR W- <br />17 THE YOM EXIT GROUND BUS BAR MOB) SNAIL RE INSTALLED BELOW THE TRANSMISSION LINE GROUND KITS. <br />NEAR THE AREA OF THE TOWER AT THE POINT WHERE THE ANTENNA TRANSMISSION LINES TRANSITION FROM THE <br />TOWER TO THE CABINETS. VERIFY EXACT LOCATION OF GROUNMO BAR FOR PROPER CONCUCTDR LENGTH. <br />GROUNDING BAN PROVIDED BY THE ANTENNA CABLE INSTALLER. FINAL EXOTHERMIC WELD FROM IRE BURIED <br />GROUNDING RING TO GROUND BAR SHALL BE THE RFSPONSIM1.11Y OF THE CL.ECT94CAL CONTRACTOR. CVORDIWTE <br />WITH ANTENNA CABLE INSTALLER FOR SCHEDULE TO MAKE CONNECTION. PROVIDE 3/4' PC SLEEVE WITH SWEEP <br />BEND IN NEW ANTENNA BASE INSTALLATIONS FOR CONNECTION OF TEGB TO 70WER GROUND RING. <br />i$ EXTEND GROUNDING CONDUCTORS TO REMAINING SECTOR ANTENNA PIPE MOUNT LOCATIONS AM BOND WITH <br />EXOTHERMIC WELDS 70 ANTENNA PIPE MOUNT. SUPPORT CONDUCTOR AS REQUIRED EVERY TWO FEET UTN.TMUM. <br />18 BOND ANTENNA SECTOR GROUND BAR TO TOWER EXIT GROUND BAR USING A 92/0 AWO SIRAND£D GREEN <br />3ACXEr CONDUCTOR. <br />NSOILS RESISTIVITY TESTWO WAS PROVIDED AT THE 71ME OF THIS DESIGN. <br />00 NOT SMC DKA*NOS. COrOAi4ROR W5I VUMFI AIL <br />OUDIOONB 00 NMSC CONSVUR(IS Or ANY EMPS ON <br />OMSSM1 NO VAR ATNINS OR NCWnCARCM TO KCNK <br />$NOM11 SWIL BE Nd'1DYMrO 'Aa1pVi PRCR w Arm <br />APPPAA. RLg(PRMWIS IS{SU�S OF MS CMWXQ AM <br />SUOCOMICA�tION9 RF�B7A7NE PRO E Oar Y��OWIs W <br />X N" To' PACpmf=OxS MaL CFAMR.K PRWp co"Mcw" <br />MEW Or Ws PRO=. <br />W A Stroh CJ ; <br />NAL <br />CONMUCnON <br />8 <br />01/22/20 <br />ISSUED CONSTRUCTION <br />7 <br />10/20/10 <br />ISSUED CONSTRUCTION <br />6 <br />09/20/19 <br />ISSUED CONSTRUCTION <br />S <br />07/19/19 <br />ISSUED CONSTRUCTION <br />4 <br />12/03/16 <br />ISSUED, FOR 907E CD <br />3 <br />10/11/18 <br />ISSUED FOR REVIEW <br />2 <br />12/11/17 <br />ISSUED FOR REAM <br />No. <br />Dote <br />Rfmate0 <br />verizonJ <br />f=t <br />Actualize <br />m° <br />MORRISON HERSHFIELD <br />6CO STHYYART ST. SUITE 200 <br />SFATTLE, WA0810t <br />761; M280.7370 <br />www.m W rISO+KrorAANOM.mm <br />SEA <br />BAGSHAW <br />2716 EVLRETr AVE <br />LVFRETT, WA 98201 <br />Growing TAW: <br />GROUNDING <br />PLAN <br />AND <br />NOTES <br />Pro)Mct Numear. <br />Start Date: <br />190001900 <br />11/16/15 <br />Grafter. <br />Daatgner. <br />JS <br />SV <br />Pro)eat Manager <br />Profaaelond of Record: <br />us <br />LC <br />116vislon Na <br />Sheat No: <br />227x3e SOMM HOT TO SCALE <br />tl'xll' SCAL& NOT TO SCALE <br />GROUNDING NOTES 12 ;;`,;;= S ;;8' :11 _o_ <br />!a i <br />Citv of Everett Reviewed for Permit <br />