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(j 2— �1 j 1 LOWERING DEVICE r 0 �1 LOWERING DEVICE <br /> \ 1 r r I J I I 1 \ <br /> 2\\ SECURITY _ 2 <br /> i� LIGHT r9 � I I I <br /> I I l � � <br /> 36, <br /> 30. ��/ REFERENCED 500W --- j __j r` 60 <br /> \� —i'31 LED, HIGHMAST L——— / �r <br /> SECURITY �'�1 r \ FIXTURE (TYP) _ L--_J LOWERING DEVICE <br /> LIGHT I 1 1 \ F8 REFERENCED 50OW L r <br /> r10 1 J I I <br /> � r3 I FIXTURE (lYP) `!LED, HIGHMAST <br /> REFERENCED 50OW <br /> '4l IL—--J I I r—� I3� FIXTURE(MAST <br /> \\ 1\ \ r Ir SECURITY F7 --, L_--J L /r r SECURITY <br /> \9 — ^ �r�`J! LIGHT 1 4 /\ ' —_�I LIGHT <br /> L---J SECULIGHT <br /> �\5// <br /> 7/ \ 6 L---J L---J 1 4� <br /> C � <br /> BRACKET ARM TYPE 1 - 12 FIXTURES 1 BRACKET ARM TYPE 2 - 10 FIXTURES BRACKET ARM TYPE 3 - 6 FIXTURES <br /> SCALE: NONE ARMS UNIFORMLY SPACED AROUND BRACKET ARM RING — SCALE: NONE ARMS UNIFORMLY SPACED AROUND BRACKET ARM RING — SCALE NONE ARMS UNIFORMLY SPACED AROUND BRACKET ARM RING — <br /> Q <br /> 15'-0 <br /> DO NOT PAINT <br /> (1 \ <br /> \ 1 <br /> DETAIL NOTES <br /> 1 1 1. PAVEMENT MARKINGS (STRIPING) SHOULD <br /> \ Q CONFORM TO THE REQUIREMENTS OF SECTIONS <br /> 8-22 AND 9-34 OF THE 2012 WSDOT <br /> STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, <br /> c1 AND MUNICIPAL CONSTRUCTION. <br /> 12(r <br /> 2. POLE AND BASE SHALL BE PAINTED WITH A <br /> II ROD MINIMUM 2 COATS OF GLOSS OR SEMI—GLOSS <br /> PAINT, COLOR AS SHOWN, IN ACCORDANCE WITH <br /> TO LUMINAIRES o R PAINT MANUFACTURER'S RECOMMENDATIONS, A <br /> REFERENCED 250W iv COMMONLY ACCEPTED INDUSTRY PRACTICE. <br /> r LED, L i ® OO <br /> FIXTUREE (TYP)(TYP) W R <br /> 2 <br /> L / /r SECURITY HANDHOLE CABLES TO LUMINAIRES loot <br /> LIGHT L 1/2' GALVANIZED STEEL 1'—O' ROO DO NOT PAINT <br /> CABLE SUPPORT WITH (2) <br /> HEX NUTS AND WASHERS <br /> "/3 AT 187 TO HANDHOLE <br /> STEEL POLE FLEX TIGHT — y PAINT POLE <br /> BASE YELLOW <br /> SPLIT ROD — OFFSET <br /> EYE CABLE GRIP <br /> W <br /> PAINT 12' WIDE YELLOW STRIP AT 15'-0' <br /> RADIUS AROUND POLE CL ON ASPHALT <br /> E <br /> BRACKET ARM TYPE 4 -3 FIXTURES r4 DETAIL - LIGHT POLE INTERIOR CABLE SUPPORT 5 POLE STRIPING DETAIL 6 <br /> SCALE: NONE ARMS UNIFORMLY SPACED AROUND BRACKET ARM RING — SCALE: NONE — SCALE: NONE — <br /> N <br /> N IF SHEET IS LESS THAN 22X34 N <br /> REDUCE SCALE ACCORDINGLY <br /> m PROJECT ENGINEElt sue: PORT OF EVERETT DWG. "°• E5. uj <br /> 7 <br /> W g,S, D. SIATERLIS NONE <br /> Port O 1 �CON ass'" a�.� DMGNED UV. <br /> 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. <br /> a <br /> ASSOCIATES,INC. 1-8-900-05 O <br /> DRAIN�� �,E��� & MICA 3RD INTERIM ACTION ILL <br /> rn imixn� twb�oo ENGINEERS—CONSULTANTS <br /> o samow.su�w sun C. SMITH S. BARTKOSKE <br /> oI P.O. BOX 538 P �F-ate, (206)248-5022 wW,v.elcon.corn ,2,/202 D16 ISSUED EUR� BRACKET ARM PROJECT Z <br /> "°f�"°�°°°ll° ,s3Docr,IzsrENSENaor�,srEaaDj "®g>� APPROVED 9r: NO. MT—NT-2021-02.2 0 <br /> N EVERETT, WA 98206 SFATTLE,WA98188 /W/2D2 DKS MR CITY REMEYI OiVSL I�11 <br /> (425) 259-3164 No• DATE EJV REVJSIDN No. DATE J3Y REVISION &A5/21 CONFIGURATIONS SHEET NO. 124 OF 150 V <br />