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1. ALL METALLIC PARTS OF THE INSTALLATION ON THE POLE SHALL BE <br />BONDED TOGETHER AND GROUNDED <br />2. A COPPER GROUND WIRE, #6 AWS MINIMUM SIZE SHALL BE INSTALLED <br />FROM THE BASE OR FEEDLINE CONNECTION POINT OF THE ANTENNA TO <br />A GROUND ROAD AT THE BASE OF THE POLE AND BE ADJACENT TO <br />THE ANTENNA FEEDLINE CONDUIT. THE GROUND WIRE SHALL BE <br />PERMANENTLY CONNECTED TO THE GROUND ROD <br />3. WHERE A CITY OF EVERETT NEUTRAL CONDUCTOR EXISTS, THE GROUND <br />WIRE SHALL BE PERMANENTLY BONDED TO THE NEUTRAL CONDUCTOR <br />AT THE NEUTRAL CONDUCTOR LEVEL BY CREWS <br />4. A GROUND ROD, 8 FEET MINIMUM IN LENGTH SHALL BE INSTALLED <br />(WHERE NO CITY OF EVERETT GROUND ROD & INTACT GROUND WIRE <br />EXISTS) AT THE BASE OF THE POLE. THIS INSTALLATION SHALL MEET <br />OR EXCEED THE REQUIREMENTS OF CONSTRUCTION GUIDELINE D16-2. <br />5. THE GROUND WIRE SHALL BE COVERED BY A PROTECTIVE MOLDING <br />FOR ITS ENTIRE LENGTH ON THE POLE EXCEPT AT THE POINT WHERE <br />IT MUST BE EXPOSED FOR BONDING TO THE CITY OF EVERETT <br />NEUTRAL <br />6. THE CITY OF EVERETT AND COMMUNICATION GROUND RODS SHALL BE <br />BONDED TOGETHER USING COPPER #6 AWG WIRE <br />GROUNDING NOTES <br />SCALE: NOT TO SCALE <br />NOT USED <br />SCALE: NOT TO SCALE <br />NOT USED <br />SCALE: NOT TO SCALE <br />TYPE SS <br />T\/ n C T n <br />TYPE PT <br />TYPE VN <br />TYPE GL <br />TYPE NC <br />TYPE GT <br />TYPE GY <br />TYPE W TYPE VS TYPE VB TYPE GR <br />CADWELD DETAILS <br />SCALE: NOT TO SCALE <br />NnTFC. <br />1. FOUNDATION DEPTHS BASED ON 2500 PSF AVERAGE <br />LATERAL BEARING PRESSURE AND 0 @ 26". IF SOIL <br />CONDITIONS AT SITE ARE NOT EQUAL TO OR BETTER <br />THAN THIS THE CONTRACTOR SHALL PROVIDE NEW <br />FOUNDATION DIMENSIONS. <br />2. ALL POLES AND POLE BASES SHALL HAVE ONE EXTRA <br />2" CONDUIT THAT EXTENDS TO AND IS CAPPED IN <br />THE NEAREST JUNCTION BOX. UNLESS OTHERWISE <br />APPROVED BY THE ENGINEER. <br />3. CONCRETE SHALL BE CLASS 3000 POURED IN PLACE <br />WITH FORMING ON THE TOP 3-1/2" AND ALL ABOVE <br />GRADE PORTIONS OF THE FOUNDATION. <br />4. SIZE AND NUMBER OF CONDUIT(S) PER PLAN. <br />5. SAW CUT PAVING WHEN FOUNDATION IS IN <br />EXISTING PAVED SURFACE. <br />6. BOLT CIRCLES AND ANCHOR BOLTS ACCORDING TO <br />MANUFACTURER'S SHOP DRAWINGS AND SPECS. <br />7. CONDUIT SHALL EXTEND 3" ABOVE FOUNDATION. <br />8. EXTEND SYSTEM GROUND TO ALL EQUIPMENT <br />(PPB'S, TERMINAL CABINETS, PED SIGNAL HEADS, <br />ETC.) THAT IS LESS THAN 12' ABOVE ABOVE POLE <br />BASE WHEN CONCRETE POLES ARE REQUIRED. <br />9. REFER TO WSDOT STANDARD PLAN J-26.10 FOR <br />FOUNDATION CONSTRUCTION. <br />WIDTH OR DIAMETER <br />SEE TABLE <br />TYPICAL SECTION <br />HARDWARE DETAIL FOR EXTERIOR CONNECTIONS <br />SCALE: NOT TO SCALE <br />RRU <br />#6 AWG GREEN <br />STRANDED COPPER <br />EQUIPMEN- <br />ENCLOSURf <br />EQUIPMENT BONDING <br />JUMPER #6 AWG <br />GREEN STRANDED <br />COPPER, TYP. <br />MASTER GROUND BAR 2 <br />W X 12" CU/CU CLA <br />W/DBL. BOLT CONS <br />#6 AWG GREEN <br />1GROUT STRANDED COPPER <br />_/2" DRAIN <br />i IN PAVED <br />�X IN <br />►REAS, <br />1 SIDEWALK <br />R EAS. <br />TARE HOOPS <br />-0" CENTERS <br />'ACED <br />CONCRETE <br />PILE <br />GROUNDING DIAGRAM <br />PROPOSED OMNI-DIRECTIONAL <br />ANTENNA <br />ANTENNA GROUND <br />POLE EXTENSION GROUND <br />EQUIPMENT GROUND <br />BAR 2" W X 6" CU/CU <br />CLAD W/DBL. BOLT <br />CONN. <br />#2 AWG GREEN <br />STRANDED COPPER <br />NOTE: <br />DETAIL SHOWS GENERAL SCHEMATIC GROUNDING <br />SCALE: NOT TO SCALE <br />30LT OR EQUAL <br />_T OR EQUAL <br />NRE <br />R <br />ISTING FINISHED <br />1RFACE, TYP. <br />VELD <br />F0 NEW <br />`1'4) UF\Uui,4u ROD <br />5/8" X 8" LONG <br />COPPER CLAD STEEL <br />at&t <br />Mobility <br />Network Solutions <br />I I- I- L 1 1 L <br />f-PASTRU CTU P.0 5[PVICES <br />2227 W PECOS RD, SUITE 4 <br />CHANDLER, AZ 85224 <br />WAEVT-004-B <br />SCIP ID: 17726-004-B <br />ADDRESS: <br />4030 COLBY AVE <br />EVERETT, WA 98201 <br />COUNTY: <br />SNOHOMISH COUNTY <br />TCCTTU" U"D. <br />ZVV V Li! - V!�_• <br />REV <br />DATE <br />DRWN B <br />DESCRIPTION <br />QA/QC <br />A <br />11 / 15/ 18 <br />SBP <br />PCD FOR REVIEW <br />CW <br />0 <br />04/10/19 <br />SBP <br />CONSTRUCTION SET <br />CW <br />1 <br />06/ 11 / 19 <br />SBP <br />CLIENT COMMENTS <br />CW <br />2 <br />07/19/19 <br />SBP <br />CLIENT COMMENTS <br />CW <br />3 <br />08/14/19 <br />SBP <br />CLIENT COMMENTS <br />CW <br />4 <br />11/20/19 <br />SBP <br />CLIENT COMMENTS <br />CW <br />5 <br />12/ 11 / 19 <br />SBP <br />CLIENT COMMENTS <br />CW <br />6 <br />03/18/20 <br />SBP <br />CLIENT COMMENTS <br />CW <br />7 <br />11/10/20 <br />JD <br />GENERAL, UPDATES <br />CW <br />8 <br />08/03/21 <br />JD <br />JDX COMMENTS <br />CW <br />9 <br />11/09/21 <br />JD <br />JDX COMMENTS <br />CW <br />\4�*m <br />XgN� <br />WAsy� F9 <br />�� �z <br />57449 <br />FsSFG/STE�`c��\� <br />'ONA� <br />ut/�� OA�_A a/y%c� <br />SIGNED, 10 NOV2021 <br />EXPIRES, 3 FEB 2022 <br />IT IS A VIOLATION OF LAW FOR ANY PERSON, <br />UNLESS THEY ARE ACTING UNDER THE DIRECTION <br />OF A LICENSED PROFESSIONAL ENGINEER, <br />TO ALTER THIS DOCUMENT. <br />SHEET NUMBER: REVISION: <br />1 <br />9 <br />