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7 0 g g <br /> LEG EN D <br /> BURIED GROUND CONDUCTOR. <br /> —G G— SOFTDRAWN STRANDED COPPER <br /> U u u u 5` u u u � CABLE, #4/0 AWG, UNLESS <br /> 3 MATCH LINE (DWG i40-23-1 E9i) � 2 7 5 5 4 0 7 STRAND BARE COPPE 3 NOTED OTHERWISE <br /> / � 4 0 AWG GROUND TAP FROM <br /> SG G G G G G G G G G G G G • SG —� � <br /> � �J � �ROUND LOOP TO COLUMN USING <br /> 2 1 e9n E5 3 5 � BOLTED CONNECTIONS, UNLESS <br /> � <br /> � 2 _ �p 2 NOTED OTHERWISE <br /> 4 �' #4/0 AWG GROUND TAP FROM <br /> � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � —G GROUND LOOP TO EQUIPMENT <br /> � USING BOLTED CONNECTIONS, <br /> I 2 UNLESS NOTED OTHERWISE <br /> � I #4�0 ,AWG EQUIPMENT GROUND <br /> � —� 10 —0 COIL ABOVE FINISHED FLOOR <br /> � FOR FUTURE CONNECTIONS <br /> c� 30'-0" x 3/4" ROUND COPPERWELD <br /> � O 1 GROUND ROD. TOP OF ROD TO BE <br /> U DRIVEN 2'-6" BELOW FIN. GRADE <br /> SG STATIC GROUND POINT <br /> ( �' I <br /> � I <br /> � G E�1 ERAL �l OTES <br /> 1 . ALL GROUND CABLE SHALL BE #4/0 SOFT <br /> DRAWN BARE STRANDED COPPER <br /> CONDUCTOR FOR THE MAIN GROUND LOOP <br /> � AND EQUIPMENT GROUNDS, UNLESS <br /> NOTED OTHERWISE. <br /> 2. INSTALL GROUND CABLE AT THE BOTTOM <br /> OF THE GRADE BEAM OR A <br /> � MINIMUM OF 2'-6" BELOW GRADE. <br /> I I 3. EXCEPT AT TEST WELLS, UNDERGROUND <br /> CONNECTIONS AT TAPS AND GROUND RODS <br /> I � I SHALL USE CADWELD PROCESS. <br /> � 4. GROUND RODS (3/4" x 10'-0" COPPER <br /> ° CLAD STEEL) SHALL BE INSTALLED A MINI— <br /> y w MUM 2'-6" BELOW GRADE. INSTALL <br /> � `— OUTSIDE GROUND RODS AT EACH BUILDING <br /> _ �' ,.� PERIMETER COLUMN 5'-0" FROM BUILDING <br /> N PERIMETER MAXIMUM SPACING BETWEEN <br /> r- G G G G --fl-- G G G G G G G • G G G G G • G G • G G G G G G G • G G G I ' " <br /> RODS TO BE 150 -0 . <br /> z � � 5. ALL GROUND CABLE SHALL BE INSTALLED <br /> r� <br /> � C-� � C � � O WITH SUFFICIENT SLACK TO AVOID BREAKAGE. <br /> � . -� o I 6. GROUND CONDUCTORS LEAVING GRADE SHALL <br /> BE PROTECTED BY NON MAGNETIC SLEEVES. <br /> � I /0 7 STRAND BARE COPPER � z ( <br /> REFERE�10E DRAW NGS <br /> � , � <br /> N � c� � <br /> � � � 40-023-E583 STATIC GROUND DETAILS <br /> � � i � <br /> crno � <br /> � �, � <br /> CO �JSTRUCTI0 �1 �IOTES <br /> � <br /> � <br /> � PROVIDE AND INSTALL 3/4" X 10' GROUND <br /> � 4/0 7 STRAND BARE COPPER i ROD. <br /> � � <br /> � � PROVIDE AND INSTALL 4/Q BARE COPPER . <br /> c� GROUND. <br /> � , I <br /> • 3 ' PROVIDE 10 PIG TAIL FOR CONNECTION TO <br /> LRIP MACHINE STEEL STRUCTURE, <br /> �' � COORDINATE FINAL LOCATION WITH EI PRIOR <br /> � TO ROUGH IN. <br /> � <br /> , <br /> 4�, BOND GROUND WIRE TO EXISTING BUILDING <br /> �' GROUNDING SYSTEM <br /> I 5� REPAIR ANY REMOVED GROUNDING CUT OR � <br /> I I PULLED UP DURING SLAB ENHANCEMENT <br /> " FOR LRIP MACHINES <br /> � ' I <br /> � j 6. 4TH POSITION LRIP WORK TO BE <br /> �, COMPLETED AFTER THE REMOVAL OF THE � <br /> 1 3 5 7 9 11 TURNSTYLE FIXTURE. <br /> .9 2 4 6 8 10 11 ' 7 , PROVIDE AND INSTALL STATIC GROUND TEST <br /> F� c� POINT +48" AFF ON TOOL AND BOND TO <br /> 1E9a � 1E9b � 1E9c � 1E9d � 1E9e � GROUNDING PIGTAIL. COORDINATE FINAL <br /> . . '_____1"_'___J_____'_L"_"_"L___-__ <br /> I I I ( LOCATION WITH EI PRIOR TO ROUGH IN. � <br /> I 1 E9f i 1 E9g i 1 E9h i 1 E9i i 1 E9j <br /> ------+-------�------ ----- � II� I <br /> 1 E9 k I 1 E91 I 1 E9 m -ii����i,� 1 E9 0 <br /> � I I _������ � <br /> ------,--------,----- ,-- --- H , <br /> 1E9p � 1E9q ' 1E9r ' 1E9s ' 1E9t � <br /> Z5 E. c <br /> KEY PLAN BLDG. 40-23 I � �,�4�°F �'AS`�r���'�, <br /> SCALE: NONE N �' o <br /> I �� � � ������ � <br /> � ti <br /> � "0 2s2�s www.brph.com Copyrighto2015 <br /> �°�'��IST�� �� `� Architects En ineers Constructors � <br /> SSI�NAL �� �Z�b � � � <br /> — T —_ __ T � `J � _ I I 19020 33rd Ave W,Suite 530 Lynnwood Office <br /> 1 1 n Lynnwood,Washington,98036 <br /> Main#425-255-1095 <br /> MATCH LINE (DWG 40-23- 1 E9s> P �N � /I C�A/ 8' 4' 0 4' 8' 16' CASNE ENGINEERING INC. <br /> V CVV � <br /> SCALE: 1 /8��=� �—O�� � ELECi"RICALANDTECHNOLOGYCONSULTANTS r <br /> SCA�E: 1/8��=� �—��� 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 <br /> (425) 522-1000 WWW.CASNE.COM JOB N0. 151-090 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> ACCEPTABILITY H. GIL �2.�s.�5 16123 0 12.16.15 <br /> 0 ISSUE FOR CONSTRUCTION (WING LRIP ONLOAD) 16123 CASNE EEK 12.16.15 THIS DESIGN AND/OR E. KRISPIN 12.16.15 GROUNDING <br /> SPECIFICATION IS APPROVED SHEEr <br /> BOE,��� T�`E FACTORY TRANSFORMATION 40-23 WING LRIP � <br /> APPROVEO BY DEPT. DATE C. CLUTE 12.16.15 1 E 9 n <br /> CHECKED <br /> A PRo� � B U I L D I N G 40-23 �oB N0. COMP N0. <br /> WO 15/2899-200 <br /> APPROVED ELECTRICAL MASTER G.5—H/7-9 EVERETT, Wq °wc ►vo. 40-23-1 E9n <br />