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NEW STEEL PLATE
<br /> NEW PLATE EDGE TO BE SEALED WITH EPDXY � PILE � PILE
<br /> MIX, 3" MIN WIDTN. PLATE TO BE SECURED DISTANCE VARIES
<br /> INTO LAGGING WITH A MIN (6) 3/8"� x 4" LAG
<br /> SCREW, MIN 12" SPACING ALONG EDGE.
<br /> SEAL A�L GAPS IN LAGGING FOR FULL
<br /> EXPOSED HEIGHT WITH EPDXY MIX, TYP.
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<br /> EXISTING TIMBER PILES j
<br /> � i NEW 16"� STEEL PILE, TYP.
<br /> ' � (TO REMIAN), �YP.
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<br /> ' ' PROTECT IN-PLACE
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<br /> EXISTING ARMOR ROCK
<br /> A ELEVATION
<br /> _ LAGGING REPAIR
<br /> � 1 2
<br /> SCALE IN FEET
<br /> � COAST $z HARBOR b a��� PROJECT ENGWEER: SCALE: PORT OF EVERETT DWG. N0.
<br /> NGINEERING � PHI A. PORTER AS NOTED 7
<br /> ,� E � LLIA
<br /> �• A Division of Hatch Mott MacDonald 5�'p' wAs <s' DESIGNED BY: DATE:
<br /> Or O �, 110 JAMES ST, STE 101 EDMONDS, WA 98020 k,�� - ' �I`�' A. PORTER 6/27/16 SOUTH TERMINAL BULKHEAD CIP N0.
<br /> PH 425-778-2542 • FAX 425-778-6883 '`�
<br /> �' DRAWN BY: CHECKED BY: RENOVATION (SITE A) 1 -0-031 -02
<br /> VERETT ' 1� T. MORRISON S. PHILLIPS PROJECT N0.
<br /> 34656 � MT-ST-2016-04
<br /> P.O. BOX 538 '�'O�S�STE�G�� APPROVED BY: LAGG I NG RE PAI R D ETAI LS SHEET N0.
<br /> EVERETT, WA 98206 IONAL J 0 H N K.
<br /> (425) 259-3164 N0. DATE BY REVISION N0. DATE BY REVISION , 7 OF 1 0
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