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LEGEND <br />1. SEE LEGEND SHEET EO & E1 FOR ABBREVIATIONS & NOTES. <br />+' 105 1.10 ,1 5151 1.20 1.25 1..30 1.35 1.40 1.45 1.50 1.55 1.60 1.65 1.70 1.75 <br />FIFFiFi 1sau�x <br />L }/ <br />W-__ . __e <br />$� _ GENERAL NOTES <br />- 3 FOR GROUNDING <br />Ej <br />... SHEETS E509-1, E509 2 & E509- <br />REFER TO <br />- _ DETAILS. COORDINATE WITH DIVISION 27 DRAWINGS AND <br />SEE 1 E9 07 ` ; SSE 1 E -07 SEE 1 E9n07 SEE 1 E9-07 SPECIFICATIONS FOR GROUNDING REQUIREMENTS. <br />Lr@� <br />- t_ — — �® -G.09m « 2 GROUND ROD LOCATIONS SHOWN ARE APPROXIMATE. <br />__. I 11 CONTRACTOR TO ESTABLISH FINAL LOCATIONS. COUNTERPOISE <br />SHALL BE CONNECTED TO STEEL COLUMNS AROUND THE <br />PERIMETER OF THE STRUCTURE AT INTERVALS AVERAGING NOT <br />- �------ ______ .�-___ _� ; _ I MORE THAN 60 FEET. <br />a <br />. ,. ..may- _•__.._ ................._....._._.. ......__.._.._ _........_.....,... __._. ...,,_.»..«. �_ �. ,.. <br />_ �GROUNDING SHOWN DIAGRAMMATICAL, CONTRACTOR TO <br />�. I�E i A 3. <br />e ..r�. <br />_ —_ _.. _:.w TER <br />0.3,1 <br />I a ..::.. _ __—=�- _.._=Wm:� _-_—::gym . -� _ ESTABLISH FINAL ROUTING TO AVOID DOORS AND OTHER <br />- . ���_.— — — OBSTRUCTIONS. <br />zEPACEC G <br />ALL GROUNDING SHALL BE IN COMPLIANCE WITH 2O14 NEC, STATE <br />s - -- 1l a 4 SG I za� 4OF S INGTON CODES AND REGULATIONS AND BOEING <br />_- ____._.._ I ( 11 16 16 I I STANDARDS AND SPECS. <br />Wo EN 1 I W_ I— _�._.. ( 1 <br />9-1 ry ; c° - I I — �m - 7 <br />�.: <br />_u._ _� I = ..- 15 <br />E _ _ _ �_ I 5 #4/0 AWG BARE STRANDED COPPER. MIN. 2'-6" BELOW GRADE. <br />I ICALf °,. <br />_� 16 <br />.�._ GROUND ROD MIN 24 FROM FOUNDATION WALL P .SEE SHEET <br />_. <br />.' w:... V_. I _ <br />5 _- E509 2 DETAIL 7. <br />__ ..._F. <br />3 , <br />SG 7 EXOTHERMIC WELD OR BURNDY HYGROUND (TYP). <br />- <br />�- _. _ _— 8 CONNECTION TO TUNNEL GROUNDING CONDUCTOR. REFER TO TNE9-10. <br />y MEC — _--_-__- <br />PROVIDE 2" CONDUIT SLEEVE IN SLAB. PROVIDE #4/0 AWG BARE <br />I <br />i <br />6 18 �I <br />I COPPER GROUNDING CONDUCTOR FROM NEAREST BUILDING <br />j i I 1 I G.5 STEEL OR GROUND LOOP LOCATION. SEAL PENETRATION PER <br />SPECIFICATIONS FA <br />I _� <br />E - _ I 10 PROVIDE A #4/0 25 FOOT PIG TAIL ABOVE GRADE AT EQUIPMENT <br />17 17 <br />CONTROL PANEL LOCATION. <br />I 11 CONNECT TO EQUIPMENT FOUNDATION REBAR <br />G.75 12 PROVIDE A #1/0 PIG TAIL ABOVE GRADE FOR FUTURE GROUNDING <br />6 I i I. Ir6 I ( CONNECTION. <br />r I I I ❑ 0 13 STATIC GROUND CONNECTION POINT. STUB UP GROUND <br />I ` E 1 E9=10 E509- - I _ _ _ - 1 E9-10LE509-3 R <br />1� I I CONDUCTOR 6-12 ABOVE GRADE. STUB UP SHOULD BE THROUGH <br />.���_�„--G---�—-------------G---------- SEE1E9-11 A4"DIAMETER I2"DEEP PVC FLUSH WITH FLOOR. <br />G,89 14. INSTALL ARMORED EDGE GROUNDING PER DETAIL 4 ON SHEET E509-3. <br />.. .._.._- __. 15 BOND TO TOOLING EQUIPMENT AS REQUIRED BY MANUFACTURER. <br />D I I I D 16 #4/0 AWG BARE STRANDED COPPER GROUND WIRE INSTALLED <br />I '- N T L F ND ION <br />I <br />s S I I 13 I 17 PROVIDE 1" PVC CONDUIT SLEEVE IN SLAB. PROVIDE AND BOND #4/0 AWG BARE <br />L _ -_ _ _ �_ _ TYP. — — — H COPPER GROUNDING CONDUCTOR TO NEAREST BUILDING STEEL OR GROUND LOOP <br />SG I LOCATION. SEAL PENETRATION PER SPECIFICATIONS. <br />REFER TO SECTION B/M523-05 FOR LAYOUT IN RIBBON TRENCH. <br />17-0 <br />SG <br />CONSTRUCTION NOTES <br />7 11 <br />I I I I 11 I I I 1, COORDINATE EXACT LOCATION OF DEVICES AND EQUIPMENT CONNECTIONS IN <br />FIELD BEFORE WORK IS TO BEGIN. <br />oc <br />SG 2. ENSURE THAT EXPOSED METALLIC FEATURES OF TOOL SUPPORTS ARE WELDED <br />TO FOUNDATION STEEL TO PROVIDE A CONTINUOUS BOND WITH THE <br />; ( I I I <br />.___-- ----------.._ <br />_..__.._m_� FOUNDATION GROUNDING SYSTEM. PROVIDE ADDITIONAL BONDING JUMPERS AS <br />I 1 `'-� �. _ _.: f--.______ NECESSARY. SUCH METALLIC FEATURES SHALL BE BONDED SUCH THAT THEY <br />_ <br />MEET OR EXCEED THE PERFORMANCE REQUIREMENTS FOR ELECTRODE <br />LINN <br />_ SG I I I I SYSTEM RESISTANCE MEASUREMENTS OUTLINED IN PROJECT SPECIFICATIONS. <br />I 3 <br />12 I 10 <br />� CONTRACTOR SHALL GROUND GANTRY COLUMN TO BUILDING GROUND USING <br />I ( I I I I I #410 AWG BARE STRANDED COPPER CONDUCTOR. STUB UP COLUMN GROUNDS <br />AT CENTER LINE OF COLUMNS (EASTIWEST) ON INTERIOR SIDE OF WORKCENTER <br />; - I — — — — I — i _ (NORTH OF SOUTHERN COLUMNS AND SOUTH OF NORTHERN COLUMNS). BOND <br />H,5 CONDUCTOR TO COLUMN USING VENDOR -PROVIDED TAPPED HOLE. DO NOT <br />i j CADWELD. REFER TO DETAIL 6/E509-3 FOR GROUNDING DETAILS. <br />f BOA EF €BRA { ! Y <br />7 , REFERENCE DRAWINGS <br />SG� I 11 I 7 11 <br />1. FOR LEGENDS AND ABBREVIATIONS SEE SHEET EO AND El. <br />6 I I 1 I 2. REFER TO SHEETS E509-1, E509-2 & E509-3 FOR GROUNDING DETAILS. <br />I" - 1 <br />4. 1 E9-13. <br />10 A A <br />[g I I <br />"r­ � � �� -1 -2 - 3 e <br />.,. _ <br />" GROUND BUS r ( SG I <br />= SG I SG � <br />_ — Co �� — — - 4 <br />I i 3 <br />- 7 I - 8 - 9 �I <br />SEE 1 E9-1 SEE 1 E9-13 F F <br />SEE 1 E9-13 ` � � � SEE 1 E9-13 SEE 1 E9-13 <br />F <br />_ _.___ _. _ w _.-_- --- <br />/_10 -11 -12 <br />tj <br />ISSUED FOR <br />D CONSTRUCTION <br />CONSTRUCTION NOTES (CONY FOUNDATION-02.13.20 - - + - - PARTIAL GROUNDING PLAN �' CONTRACTOR SHALL PROVIDE AND TIE-IN #2 AWG BARE STRANDED COPPER -13 -14 -15 <br />CONDUCTOR TO GROUNDING PUCKS (BY OTHERS) BY BOLTED CONNECTION FOR Our difference K K <br />N TOOLING STATIC GROUND. BOND TO #4/0 AWG GROUND CONDUCTOR IN TRENCH. I is engineered. <br />SCALE: 1/16 -1-0 NOTCH TRENCH LIDS AS REQUIRED. ROUTE GROUND CONDUCTOR UNDER MTB <br />LANES TO PUCK LOCATIONS VIA 2X2 INCH RIBBON TRENCH. PROTECT WITH PVC L F <br />wuuw.harrisgroup.com <br />CONDUIT AS REQUIRED. COORDINATE WITH BOEING FOR FINAL STATIC GROUND REVISION "D" ONLY <br />LOCATION, CONNECTION POINT AND ROUTING. ° ° <br />PROJECT N0: 0012630.09 L <br />FURNISH AND INSTALL #4/0 AWG BARE STRANDED COPPER CONDUCTOR IN DRAWN: PF PROJ MGR: REP 7 7 1 <br />TRENCH AND PROTECT WITH PVC CONDUIT AS REQUIRED. CONDUCTOR SHALL 0 8' 16' 32' 48' <br />BE BONDED TO EXISTING #4/0 BUILDING GROUND. ENGINEER: NHD APPROVED: RLT <br />CHECKED: MWD DATE: 02.13.20 SCALE: 1/16" = 1'-0" <br />SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br />DIBENACCEPTABILITY RER 12105/14 W6164105 D 02.13.20 <br />A 777XCWC NEW BUILDING -RECORD WBS 2548317 JMG DFC 01�3117 �, �aF WA THIS THIS DESIGN AND/OR CHECKED PARTIAL GROUNDING PLAN <br />�• S G� SPECIFICATION IS APPROVED RFW 12/05/14 SHEET <br />B 777X CWC NEW BUILDING - RECORD WBS 2548317 JMG DFC 07/05/17 ® ti� o ENGINEER TITLE PGB STRINGER BLADE <br />� z APPROVED BY DEPT. DATE DFC 12105114 1 E9-1 0 <br />C 777X CWC NEW BUILDING - RECORD WBS 2548317 DSC DFC 07/17118 APPROVEHECKED Q <br />51289 �tj� APPROVED BUILDING 40-05 V JOB N0. COMP N0. <br />D PGB STRINGER BLADE - IFC FOUNDATION W6164105 HG RLT 02.13.200� �GIST�g�� <br />02/1 2020 �sSI�NAL E��� APPROVED ELECTRICAL MASTER EVERETT, WA °wc No. 40-058-1 E9-10 <br />