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LOWERING DEVICE, SEE LIGHT POLE SCHEDULE FOR (L GENERAL NOTES <br /> NUMBER OF FIXTURES/ARMS PER POLE <br /> 1. ALL TUBESTEEL AND FORMED STEEL CHANNEL SHAM BE <br /> HOT DIPPED GALVANIZED AFTER FABRICATION UNLESS NOTED <br /> REFERENCED LED HIGHMAST LUMINAIRE OTHERWISE. <br /> c 0 6 2. ALL BOLTS, NUTS, WASHERS AND OTHER MOUNTING <br /> 8 HARDWARE SHALL BE STAINLESS STEEL UNLESS NOTED <br /> ZD <br /> CD Mow OTHERWISE. <br /> L.J M 2 <br /> N 7 II 3. PAINT ALL EXPOSED METAL SURFACES AND OVER TOP OF <br /> = GALVANIZED ITEMS. <br /> _ TYPICAL 1 TYPICAL w a TYPICAL 1 TYPICAL 4. QUANTITY OF CONDUITS PER PLANS/ONE-LINE DIAGRAMS. <br /> W 2 J 2 <br /> J J O <br /> I¢—w ~w <br /> 2 TYPICAL 2 TYPICAL <br /> ------ I - <br /> TYP. 3 I TYP.3 <br /> KEYED NOTES <br /> 10 1© Q 1Q O 1O FORMED STEEL CHANNEL. <br /> O2 PROVIDE FLAT PLATE FITTINGS AS REQUIRED. <br /> Q3 PROVIDE END CAPS ON ALL ENDS. <br /> ------ --- -13 ------ 5 4 PROVIDE CAPS. <br /> --- -- QS STRUCTURE, POLE BASE SIZE, AND POLE BASE <br /> REINFORCEMENT PER STRUCTURAL DRAWINGS. <br /> 5 © PROVIDE CONDUIT FOR POLES WITH LUMINAIRE(S) AS <br /> FINISH4 I 4 �� INDICATED ON LIGHT POLE SCHEDULE. ALL OTHER LOW <br /> 16 III rGRADEE 16 I GI A EED I MAST POLES TO BE COMM ONLY. <br /> TAPERED STEEL POLE PER LIGHT POLE SCHEDULE. <br /> TAPERED CONCRETE POLE PER LIGHT POLE SCHEDULE. <br /> 14 I� 74 I QQ COMBINATION TRANSFORMER AND PANELBOARD (MPZ). <br /> t 1 II�V 11 <br /> 10 FUTURE COMMUNICATIONS CABINET, 24'zt8'x8'. <br /> TYP. HIGH MAST LIGHT POLE ELEVATION TYP. LOW MAST LIGHT POLE DETAIL 2 11 3/4"x10' GROUND ROD (COPPER CLAD STEEL). <br /> SCALE: NONE SCALE: NONE COMMUNICATIONS POLES SIMILAR© 1© 30 AMP DISCONNECT. <br /> 13 PORTABLE/TEMPORARY PLATFORM FOR LOWERING DEVICE <br /> 13 <br /> AND CIRCUIT BREAKER ACCESS, BY OTHERS. <br /> 14 SPARE CAPPED 2' CONDUIT. <br /> I <br /> 7 I 15 SPARE CAPPED 4' CONDUIT. <br /> 16 LOWERING SPARE CAPPED 2' CONDUIT. <br /> /v O <br /> DEVICE I // 11�7 GROUND BUS PER DETAIL 3 SHEET E5.8. <br /> CIRCUIT <br /> BREAKERS <br /> Y <br /> / I / <br /> 6 <br /> / I \ 14 / 14 <br /> 17 16 17 <br /> I <br /> 10 9 <br /> I I 10 I I 9 <br /> I <br /> L---- -U L -----U <br /> E 15 15 <br /> 0 <br /> m TO NEAREST COMM TO NEAREST COMM <br /> VAULT VIA DUCT BANK TO NEAREST POWER VAULT VIA DUCT BANK TO NEAREST POWER <br /> VAULT VIA DUCT BANK VAULT VIA DUCT BANK <br /> " TYP. HIGH MAST LIGHT POLE PLAN 3 TYP. LOW MAST LIGHT POLE PLAN 4 ~ <br /> SCALE: NONE IF SHEET IS LESS THAN 22x34 N <br /> SCALE: NONE REDUCE SCALE ACCORDINGLY <br /> PORT OF EVERETT DWG. " <br /> m PROJECT ENGINEER: SGI.EE <br /> RCO A I K.S� ES SIATERLIS DAM' <br /> D. NONE E5.6 O. � <br /> 3 I v � B D61CNm Cif: wTE <br /> of t lr�ff ASSOCIATES,INC. ��� '`!� D. SIATERLIS 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. <br /> 1-8—soo—os <br /> ri DRAWN BY: CHECKED BY: <br /> & MTCA 3RD INTERIM ACTION Z <br /> ENGINEERS—CONSULTANTS gPOLE ELEVATION AND <br /> u dsw,ni�siei o C_ SMITH S. BARTKOSKE <br /> P.O. BOX 538 u�lE�Nawa�uozocl3uas�EVaifff <br /> (zo6)za3-so22 wxw.elcon.com 1 �11112ISSUED FOR BUD �,�� ti PROJECT <br /> No. MT-NT-2021-02.2EVERETT, WA 98206 1fi38o 43-50 ENSEN ROAD,STE33D p FOR pry RL�EW SIO�L ' APPROVED 9v:SEATTLE,WA 96188(425) 259-31 64 RENSION N0. DATE F1Y REVISION b/18/� BASE DETAILS SHEET NO. 123 OF 150 <br />