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<br /> LEGEND:
<br /> 1. SEE LEGEND SHEET EO&El FOR ABBREVIATIONS&NOTES.
<br /> ,,,::, 02.4o
<br /> I F GENERAL NOTES
<br /> SEE 1 E9-05 S 1 E• 05 SEE 1rE9 I. I
<br /> 1 i LI , I � 1
<br /> 1 REFER TO SHEETS E509 1, E509 2& E509 3 FOR GROUNDING
<br /> I � __ _ _ - I I DETAILS.COORDINATE WITH DIVISION 27 DRAWINGS AND
<br /> - - - - 1 * _, SPECIFICATIONS FOR GROUNDING REQUIREMENTS.
<br /> I I I
<br /> AIR E2 -. — .-
<br /> 2. GROUND ROD LOCATIONS SHOWN ARE APPROXIMATE.
<br /> ~r CONTRACTOR TO ESTABLISH FINAL LOCATIONS.COUNTERPOISE
<br /> I `
<br /> SHALL BE CONNECTED TO STEEL COLUMNS AROUND THE
<br /> � PERIMETER OF THE STRUCTURE AT INTERVALS AVERAGING NOT
<br /> I ,_, I121
<br /> I 1 I MORE THAN 60 FEET. •9
<br /> GROUNDING SHOWN DIAGRAMMATICAL.CONTRACTOR TO
<br /> I I """""""_ 1 — { I I I ESO TABLISTIFINSL ROUTING TO AVOID DOORS AND OTHER
<br /> II 1
<br /> n -, _ -
<br /> \ - 6- _.... _ E.25 4 ALL GROUNDING SHALL BE IN COMPLIANCE WITH 2O14 NEC,STATE
<br /> OF WASHINGTON CODES AND REGULATIONS,AND BOEING
<br /> SG -G , �I h
<br /> _~41 STANDARDS AND SPECS.
<br /> G G G L . SEE 1 E9-09 E. #4/0 AWG BARE STRANDED COPPER INSTALLED ABOVE CEILING.
<br /> Its,
<br /> 6 EXOTHERMIC WELD OR BURNDY HYGROUND(TYP).
<br /> I i , _ I i 8 I 1 8 CONNECT TO EQUIPMENT FOUNDATION REBAR.
<br /> i I i- I 1E9 08 E5091 I ( II 11E9 08 E509 2 8. INSTALL ARMORED EDGE GROUNDING PER DETAIL 4 ON SHEET
<br /> I I I E509-3.
<br /> (TYPICAL) I EI _
<br /> ' _ UP AND BALL WITHIN 12" FROM PIT EDGE FOR STATIC
<br /> - _ L 1 C
<br /> _ €€$Iii -G - r I li 1 ,
<br /> 6lifi. 9 PROVIDE GROUND.
<br /> I
<br /> - G - I 1 ; I i 0E0 I I 1 i 1 G -- 10 > BOND TO TOOLING EQUIPMENT AS REQUIRED BY MANUFACTURER.
<br /> f
<br /> Q� I i I P I 1 SEE 1 E9 09 #4/0 AWG BARE STRANDED COPPER WIRE INSTALLED IN TOOL
<br /> 'sue 4 1 -,/ G G I i G 9 -- I FOUNDATION.
<br /> ' I I I I a IL ABOVE GROUND FOR FUTURE GROUNDING
<br /> E. PROVIDE PIG TA 0
<br /> \ '. _ f CONNECTION.
<br /> I
<br /> �"� lit }I I I - 111WPROVIDE PIG TAIL TOOL CONTROL PANEL GROUNDING
<br /> 5 CIO Vim '' __ _ _. .. E.7 6 a
<br /> ,, ,......_rni , _ .
<br /> it S !161
<br /> - Ilk i -,ilot, , ...w�- ... - .
<br /> \ I 14 PROVIDE 1" PVC CONDUIT SLEEVE IN SLAB. PROVIDE AND BOND#4/0
<br /> g \ I I 0 NEAREST
<br /> 14� - _ ; : I_ - ..wow " COPPER GROUNDING CONDUCTOR N
<br /> 6 AWGDBAR BARE G I U
<br /> .� - 1 G . *� ��,� � BUILDING STEEL OR GROUND LOOP LOCATION.SEAL PENETRATION
<br /> �� 2 / I G _ PER SPECIFICATIONS.
<br /> I I
<br /> - G .. I I I I '
<br /> _ � -
<br /> . : CONSTRUCTION NOTES
<br /> G
<br /> EXPOSED METALLIC FEATURES OF TOOL SUPPORTS ARE
<br /> „,- wail AWE, 4 1 1 ,
<br /> 1E9-O8 E509-3 r 1. ENSURE THAT EXP I
<br /> � I _ --- WELDED TO FOUNDATION STEEL TO PROVIDE A CONTINOUS BOND WITH
<br /> MEM : -1:11LY-1 1 ' ,--4- -11 1 El I Iy .... .._. � � � � � THE FOUNDATION GROUNDING SYSTEM. PROVIDE ADDITIONAL BONDING
<br /> ' ,.. Alla - - \�..� .< ' _ JUMPERS AS NECESSARY.SUCH METALLIC FEATURES SHALL BE BONDED '
<br /> 9
<br /> . . _ 1E.. _ L __ _ _ 6 -_:,-;, - SUCH THAT THEY MEET OR EXCEED THE PERFORMANCE REQUIREMENTS
<br /> G 1E9 08 E509 2 I G I \ G �' Vim ' FOR ELECTRODE SYSTEM RESISTANCE MEASUREMENTS PER
<br /> I G : iiiMiiiiii 6 SPECIFICATIONS.
<br /> 4IaTO
<br /> NEAREST BUILDING-'_,' �11 = �� t I I r T SHALL GROUND._.- .... , . ; © CONTRACTOR GR UND GANTRY COLUMN
<br /> �... 09 2 vial ;Ag i GROUND GRID LOCATION USING#4/0 AWG BARE STRANDED COPPER
<br /> �� "< I 1- THROUGH CONCRETE 2' 6"AS REQUIRED. REFER TO
<br /> CONDUCTOR. BORE
<br /> � - MIIII I DETAILS 5/E509 3, 2IE509 2,AND 9IE509 2 FOR GROUNDING DETAILS. 4
<br /> . _ 6 >
<br /> I
<br /> -. -r•- ....A _I re ..,.... ©► CONTRACTOR SHALL PROVIDE AND BOND#2 AWG BARE STRANDED '
<br /> •
<br /> 4 g COPPER CONDUCTOR TO EXISTING#4/0 BUILDING GROUND GRID IN MAIN
<br /> , ........ r , 4 ,
<br /> \ _ E TRENCH.
<br /> DART linlirM 14 { . S I 1 \ G _ (a) 6 4 CONTRACTOR SHALL PROVIDE#2 AWG BARE STRANDED COPPEROS
<br /> I 0 CONDUCTOR IN 3l4"PVC CONDUIT IN NORTH SOUTH AND EAST WEST
<br /> : � `
<br /> I G ! i I I - I TRENCHES AS SHOWN. REFER TO DETAILS A/M523-02 AND B/M523-02 FOR
<br /> ,,AKT 1 I I ' I LOCATIONS WITHIN UTILITY TRENCHES.
<br /> ~... G - '- .7
<br /> I I G
<br /> 4=111 "' 4 I © CONTRACTOR SHALL PROVIDE AND BOND#2 AWG BARE STRANDED '
<br /> 11101111811111 =1 G 4 L 4 ..__ " _ _._, I I COPPER CONDUCTOR TO SCAFFOLDING. ROUTE IN 3/4"PVC CONDUIT
<br /> WM ____________4k ' ' A I
<br /> �' FOLLOWING PATH OF OTHER UTILITIES. NOTCH TRENCH LIDS AS
<br /> 000. q I REQUIRED.
<br /> - - -IOWi ' -ill'_ 1E9-08 M523-02 4 I I
<br /> `^ W - it 1 _ �- - > CONTRACTOR SHALL PROVIDE AND TIE-IN#2 AWG BARE STRANDED
<br /> rCOPPER CONDUCTOR WITH GROUNDING PUCKS(BY OTHERS)BY
<br /> mommis ,6 I \ I BOLTED CONNECTION FOR TOOLING LANE STATIC GROUND. ROUTE IN
<br /> r : .I i #^y
<br /> 3/4" PVC CONDUIT IN RIBBON TRENCH. NOTCH TRENCH LIDS AS
<br /> i
<br /> I I I I I I G, I I REQUIRED.COORDINATE WITH BOEING FOR FINAL PUCK LAYOUT.
<br /> C.ART -.-_.. ICI IIIIII I II IIIIIII - -4E� Ib l
<br /> - ~ - G I m REFERENCE DRAWINGS
<br /> S I I I \
<br /> I I G G I G 1. REFER TO SHEETS E509-1, E509-2&E509-3 FOR GROUNDING DETAILS.
<br /> NW . � 14
<br /> ..._:: I 1 2. REFER TO SHEET 1 E9-04.
<br /> i _ 7
<br /> �, 1 t i j i 'itit M ._ I 3. REFERET 1 o n 5 0
<br /> _ _ _ / I I <._ I I I E E
<br /> II I I
<br /> 1 -2G- 1 2 3
<br /> 01
<br /> I ill I
<br /> I \ � B
<br /> . � �
<br /> � , �__ 1I fir. I \
<br /> �._... ' SG
<br /> 7 p 1 o- + O
<br /> 7 -4 -5 6
<br /> 10 10 I I £ -
<br /> - - _ I -
<br /> _ +
<br /> clt-
<br /> 11 13 >li ? ' I �-_� � 3 � _ -9
<br /> 11 12 > I I Er 11 I O- ki) . ,
<br /> G 09
<br /> SEE 1 E911 SEE 1 E911 SEE 1 E911 + I
<br /> 0- - + -
<br /> -10 11 -12
<br /> ISSUED FOR °-
<br /> CONSTRUCTION `f- _ + _ _ - _ — _ — + - - -1-0
<br /> STRUCTURAL -13 -14 -15
<br /> Our difference O- - -0
<br /> I is engineered.
<br /> PARTIAL GROUNDING PLAN
<br /> 10 SCALE: 1/16"=1'0" www.harrisgroup.com 0- I -o
<br /> Harris Group REVISION "C"ONLY L - - - - - - - - J
<br /> PROJECT N0: 0012630.04 T
<br /> ® 00 00 - _00 00 0
<br /> DRAWN: NH PROJ MGR: RLT 0 8' 16' 32' 48'
<br /> ENGINEER: MWD APPROVED: RLT
<br /> SCALE: 1/16"=1'-0"
<br /> CHECKED: EOF DATE: 07.09.19
<br /> DRASYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DIBEJ�r' ACCEPTABILITY RERWN DATE SUBTITLE
<br /> SUBTITLE CURRENT REVISION SYMBOL DATE <
<br /> wAs �� CHECKED GROUNDING PLAN W6036604 C 07.09.19
<br /> A 777X CWC NEW BUILDING-RECORD WBS 2548317 JMG DFC 01/03117 '�' a iIj THIS DESIGN AND/OR
<br /> tc `�a„ A THIS
<br /> IS APPROVED RFW 12/05/14 SHEET e
<br /> B 777X CWC NEW BUILDING-RECORD WBS 2548317 JMG DFC 07/05/17 i,._�0�,�A a ENGINEER TITLE
<br /> ® w F % APPROVED BY DEPT. DATE DFC 12/05/14 BSA STRINGER GANTRY 1 E9-08
<br /> C BSA STRINGER GANTRY-IFC W6036604 HG RLT 07.09.19 kg_ : sY CHECKED
<br /> BUILDING 40-058
<br /> JOB N0. COMP N0.
<br /> "� 51289i APPROVED W2548317 0
<br /> �3. ��'clSTEg�' �A' m
<br /> 07/09/2019 �S`SI0NAL ���� APPROVED ELECTRICAL MASTER EVERETT,WA DWG No. 40-058-1 E9-08
<br />
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