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4' SQUARE TUBESTEEL <br /> FORMED STEEL CHANNEL <br /> 4' SQUARE TUBESTEEL 4' SQUARE TUBESTEEL USED SWITCH <br /> FORMED STEEL CHANNEL (STAINLESS STEEL) <br /> FORMED STEEL CHANNEL — —1 <br /> MANUAL TRANSFER SWITCH TYPICAL 4 1 I <br /> 480/277V PANELBOARD, COMMUNICATIONS CABINET PORTABLE GENERATOR TYPICAL 2 xxxA I INSTALL I <br /> INTERFACE FUSED MANUFACTURER FLOW <br /> 208/120V PANELBOARD PANEL 4W1 TYPICAL 3 SWITCH I PROVIDED PUMP METER <br /> BEHIND MPZ I STATION CONTROL I TRANS <br /> TYPICAL 4 <br /> TYPICAL 4 5kVA I PANEL <br /> I I <br /> TYPICAL 2 TYPICAL 2 I <br /> TYPICAL 3 TYPICAL& 6' MIN 16"x16"x6" I I <br /> MINIMUM I I <br /> 6" MIN (TYPICAL) J—BOX SZ <br /> NEMA 4X <br /> 6" MIN <br /> 6' MIN (TYPICAL) <br /> 480V-208/120V #2G <br /> #2G TRANSFORMER(S), #2G <br /> EXACT QUANTITY GROUND WELL <br /> GROUND WELL PER PLANS GROUND WELL <br /> 3/4'x10' a' SEAL OFF <br /> 1 1 GROUND ad.' FTTING (TYP) <br /> a i ROD <br /> F SPARE CONDUIT CAP (TYP) <br /> SEE CIVIL PLANS e' SEE CIVIL PLANS a SEE CIVIL PLANS <br /> PN <br /> d ^ ` ° U., <br /> 3/4"x10' 3/4'x10 s': S 4 NOTES:GROUND N,p AIL MAY BE MIRRORED 1 .', GROUND �, °' ° 1. DETAIL MAY BE MIRRORED ROD `.`. a ROD <br /> d- <br /> POWER CONDUITS SHALL BE <br /> SEPARATED FROM INTRINSICALLY <br /> TYPICAL ELECTRICAL PANEL 4W1 AND LIFT STATION ELECTRICAL SAFE ZONE (ISZ) CONDUITS <br /> COMPONENT MOUNTING ELEVATION 1 TRANSFER SWITCH ELEVATION T4E5.2 <br /> COMPONENT MOUNTING ELEVATION 3 <br /> 0 1 2 E4.3,E4.5 E5.2 E4.6 E5.2 <br /> scale feet <br /> GENERAL NOTES <br /> 1. ALL TUBESTEEL AND FORMED STEEL CHANNEL SHALL BE <br /> HOT DIPPED GALVANIZED AFTER FABRICATION UNLESS NOTED <br /> OTHERWISE. <br /> 2. ALL BOLTS, NUTS, WASHERS AND OTHER MOUNTING <br /> HARDWARE SHALL BE STAINLESS STEEL UNLESS NOTED <br /> OTHERWISE. <br /> 3. PAINT ALL EXPOSED METAL SURFACES AND OVER TOP OF <br /> GALVANIZED ITEMS. <br /> 4, QUANTITY OF CONDUITS PER PLANS/ONE—LINE DIAGRAMS. <br /> KEYED NOTES <br /> Ot PROVIDE CONCRETE PAD PER SHEET S1.3. <br /> Q PROVIDE FLAT PLATE FITTINGS AS REQUIRED. <br /> Q PROVIDE END CAPS ON ALL ENDS. <br /> ® PROVIDE CAPS. <br /> E <br /> 0 <br /> _rn <br /> O <br /> N F <br /> IF SHEET IS LESS THAN 22x34 IJJ <br /> REDUCE SCALE ACCORDINGLY N <br /> Lu <br /> PD. SI ENGINEER: SCALE-- <br /> K. PORT OF EVERETT °W° "°• E5.2 <br /> � � S� D. SIATERLIS NONE <br /> 31 E-�CO N �~�d ` DESIGNED BY: DATE <br /> Port o 1 o ` D. SIATERLIS 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. <br /> g ASSOCIATES,INC. - <br /> mEVElfff �saism�.,,,,,,,z,n,i,� ENGINEERS—CONSULTANTS DRAWN MI CHECKED BY: <br /> & MTCA 3RD INTERIM ACTION t-8-9o°-os LL <br /> O xmcw m�w,m C. SMITH S. BARTKOSKE PROJECT <br /> oI P.O. BOX 538 I�ael rul��I �w (206)243-5022 www.elcon.com I /21/2D2 DKS ISSUED FOR BID eft '+ N0. <br /> �waER"�'R00 16300 CHRISTENSEN ROAD,STE 330 g APPROVED BY: ELECTRICAL DETAILS MT—NT-2021—02.2 O <br /> EVERETT, WA 98206 /07/202 DKS FOR Cm RttitEW 0NA1 U <br /> v1 SEATiLE,WA 98188 <br /> (425) 259-3164 NO. DATE BY REVISION NO. DATE BY REVISION 6/IS/�I SHEET NO. 119 OF 150 <br />