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<br /> �
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<br /> --�--EXISTING TIMBER LAGGING,
<br /> +i PROTECT IN-PLACE
<br /> � o
<br /> I +� '
<br /> TEMPORARY SHIM �-
<br /> LOCATION, SEE NOTE 1 00
<br /> I
<br /> `� 1 /2" GA�V PLATE A36 2
<br /> TOP AND BOTTOM, TYP. _
<br /> T.O. WALER EL 14.9' - --- -
<br /> - - - �
<br /> a
<br /> EXISTING 16"x16" TIMBER �
<br /> WALER, PROTECT IN—PLACE
<br /> m
<br /> DRIVE PILE MIN 1 " ' �—EXISTING BUILDING
<br /> FROM EXISTING WALER '
<br /> AND A MAX 3" AWAY
<br /> a
<br /> �
<br /> a
<br /> 3/8"�b x 6" GALV LAG
<br /> SCREWS, TYP., SEE NOTE 2 '
<br /> ' a
<br /> NEW STEEL PILE, TYP. �
<br /> _.F- � ,_2„ � .� �— '
<br /> a
<br /> EXISTING DRAIN PIPE
<br /> NEW DRAIN PIPE
<br /> 2% MIN. SLOPE '
<br /> WALKWAY
<br /> ___---
<br /> CONNECT TO EXISTING,
<br /> ' ' _ _ _ CONTRACTOR TO FIELD
<br /> ��__ � ,' � � �.� ���_� VERIFY AND MATCH
<br /> )' ' DIMENSIONS AND MATERIAL
<br /> , ,.
<br /> '� --- �T : -\� a
<br /> 1 DETAIL a
<br /> 6 8 SUPPORT PILE -
<br /> � �� � �ii Ili—iii iir=lii �11-
<br /> 0 1 2 �� `,; I I i I I I—�'I _I I I I i�— ,
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<br /> NEW 45° ANGLE DOWN SPOUT �'��`� ��� � T�
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<br /> � ___ __'�i �.-,,, .
<br /> SCA�E IN FEET ,
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<br /> � � EXISTING WALL
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<br /> B SECTION
<br /> . o _.;_ o _- '!,----o- � a- -- e
<br /> N 8 9 B — DRAIN
<br /> I DETAIL
<br /> 2" 2" EVENLY SPACED HO�ES 0 1 2
<br /> 1 '-8" SCALE IN FEET
<br /> GENERAL NOTES 2 DETAIL
<br /> 1 . TEMPORARILY SHIM BETWEEN WALER OR LAGGING AND PILE TO PUSH PILE AWAY FROM - STEEL PLATE
<br /> WALL WITH A HORIZONTAL FORCE WHILE INSTALLING LAG SCREWS AND STEEL PLATE INTO
<br /> THE EXISTING WALER TO ENSURE THE PILE IS STATICA�LY PUSHING ON THE WALER IN 0 6 12
<br /> THE FINRL CONDITION.
<br /> SCA�E IN INCHES
<br /> 2. PRE-DRILL ALL LAG SCREW HOLES AS NECESSARY TO PREVENT THE EXISTING TIMBER
<br /> FROM SPLITTING. TREAT HOLES WITH TWO HEAVY COATS OF COPPER NAPTHENATE IN
<br /> ACCORDANCE WITH AWPA M4 PER TIMBER NOTES ON SHEET 9.
<br /> � a�l� PROJECT ENGINEER: SCALE: DWG. N0.
<br /> COAST & HARBOR A. PORTER AS NOTED PORT OF EVERETT
<br /> � ENGINEERING �� PHILLI �
<br /> �. ' .� Division of Hatch Mott MacDonald .�,p' �,AS As DESIGNED BY: DATE:
<br /> �r Q � �,o �AMES ST, S� ,o, EDMONDS, WA 98020 � wo� . . NI� A. PORTER 6/27/16 SOUTH TERMINAL BULKHEAD ��P No. —
<br /> _�—J PH 425-778-2542 • FAX 425-778-6883 ,�,
<br /> � RENOVATION (SITE A) 1 -0-031 -02
<br /> DRAWN BY: CHECKED BY:
<br /> VERETT T. MORRISON S. PHILLIPS PROJECT N0.
<br /> P.O. BOX 538 � 34656 .��'� M T—S T—2 016—0 4
<br /> EVERETT, WA98206 �f'p��S�N�G APPROVED BY: PI LE DETAI LS SHEET N0.
<br /> (425)259-3164 N0. DATE BY REVISION N0. DATE BY REVISION JOHN K. 8 OF 10
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