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� ___ _ _ __ _ <br /> _ ___ ____ <br /> , � ' ,;;,. <br /> � <br /> • ;:r �;!-' <br /> ,; j ��; SPLfCE aT t STA 1+86 � , � � ����� �: <br /> --' <br /> � ----�.__ , ___-__ �. EXiSTtNG TfMBER CHOCK, TYP. - ..---._.__��____..___.._�_..-- . <br /> ,- � _ -�`" `� ` - NEW STEEL FENDER PILE , .F__��_.-,�._ �"W �F� �� � NOTE�' <br /> ..__ �_, <br /> _ _.�..� -.e_...,_,__ . �--.��_.�.----_.�.- __ .� �• - _.._-�__ �S�E-�NQTE 3 � j � %f ��...-f�'` EAN HAS BEEN COMF4LED FROM <br /> _. �,.. . . � ��__.__! _� ,;r 1` TH I S P . � , i`�� <br /> � �.� � )�., <br /> ` -`-__�._. _ _._.___..__..;�.--�ALE�--S LI'CE SEE � TYP. ___. _ . ^ ,�.:-� j`' ,�;`� _�'f r • <br /> �� ' �-,-��.� �---�� ' S2.0 S2.� EX STEEL FENDER�`� ��-,� _.� ;--~�� ��� _..�� EX STEEL FENDER PILE �% , ; AS—BIJILT DRAW(f�GS, T4POGR�PI�IC SURVEY <br /> � :�''-��--._.._ � - -'" r`�� ;-� � �ND FIELD MEA.SUREMENTS. P�LL DI:M�NSIONS �'; <br /> ��_ <br /> _. ...�._ <br /> , -�. �-�, -,�_��.:. �� P I LE � ._._�.�_.___ ... ___:_.. TI E R O D �' .%f ,tt�' ,' <br /> —_.. . ., _ ..� � f � ' � <br /> . ,.'�'� ___� � _. -- --�.�� ��',,, �,� �, : ARE AP�P�RQX�{M��ATE AN�D� CONTRACTaR� SHALL <br /> , �� <br /> "� �� � WRLER S�'LICE, SEE <br /> f,.. - � _�.�--.-(�EW STEEL '�=�� `�, BROKEN TIE-ROD CONNECTION L SlQ <br /> ___...�__....�--__-__�_�_ �:-- __.�w --�� <br /> ,f ^f,.� ,,t-� FIELD M�ASURE A L CRITICAL DiMEN NS. � <br /> , S2.0 �2.3 <br /> �,� f_ ___._,___ FENDER PILE �� ..�.�..�__ �, '.� 2 1 8„X14" TYP , TYP. ,. ._._.. . .�' �� � <br /> .._. � <br /> !''" r <br /> . � 4 <br /> _ .� ._: ..._ . <br /> , <br /> ��'� �'"� � SEE-�f�UTE 3 ���,, , _ ..`_'..�1�,.�_ -q, 8c EX 'f �-�`� ;�`'�� r 2. T�IE WALER CHANNEL LENGTNS SHQWN ARE <br /> _ ___ <br /> .,,. <br /> ` SHER <br /> �:- _`�. _..._� �..�_. � � _�_ - TIE ROD WA <br /> ...___._, o NEW STEEL S2.0 S2.3 �`�� <br /> _ � -� 'ti. -� �-��_S2. _„'_ PAN <br /> , __-�_� � S2. __�..,_ pI�ATE MISSING, ,<'� ;�'`! r,-��'� �t � � <br /> =�' `� --`"���---- �PATCH AROUN� `�-�- 2 FENDER PILE i � APP�OXIMATE. SPLICE WRLER AT MID S <br /> 1,..-- . `-�.� `'' ,�... '��._� SEE� � `�fl:, f ,i` .%� ,,�� t E BETINEEN A�JI�CENT TIE—ROQS. <br /> � �� �, (5) QU TFAL L �_.., �--�._.._ � �J � � (SEE N OTE 3) , � ....,,: ; f <br /> � ... <br /> ,_,,. . . � �� _ <br /> � _.. <br /> -'•� ,p -�`� -.���. � �c- ---_�_ : ___ ,._ _ � ._.. `��� � _ �EPLACE EX TaMBER PILE W/ NEW STEEL <br /> � � � PI'PES PER NOTE 4 �-� � _---___ ._. _ - - --- - -- - - -_ _ <br /> ._. <br /> � _�,....S� _.. _ <br /> � ___ <br /> ,� ..._ <br /> �._ 0 S2 3 �.,_.___ � _ _____ _ ' i ,. �%% j 3. <br /> . ,_ _ <br /> � <br /> : ,_J�. ....,_ ._____� �__ <br /> `�,� _ <br /> __ .:_ � 4.�..__- <br /> ,,.-� ,,� �,._ � � _._. ,F''� ' '`` --` ' <br /> � <br /> .i �''� � � ``' 38� -,- , � r; , ...% -`• /.- /� F�""' , <br /> -�-„ ..._,., <br /> y,.r <br /> � .,., <br /> ,-,_" <br /> _ . <br /> � <br /> '`- �� .. <br /> . <br /> __. <br /> - D AIL ND N ES <br /> _ ... <br /> __..-- � -5a Tl N1'B-ER '�-� �`.__ � `- c>�r _ , <br /> -- _�..___._ . _._ <br /> ..� <br /> �-�"��� NEW STEEL FENDER PILE « F'EN�ER PfLE PER � � `�T <br /> -__..� ( 9 `� 'i f -/�/ -'� . '" � .. <br /> �,.---�' f.--�'�'' �-,�j` FENDER_P�fi-���--_� � a; �� _ g C� P (SEE NOTE 3} ;,�, ,�, �`\�; �,-, `-,� 0�1 SHEET S1 .0. 5�.� S2 ', <br /> � ; ,, � �r f.�, .1 <br /> , ' J��`�^ �'"� � TYP, FOR �1 M �� � � � '�--��. �ER P P E ...' E� STEEL '` - f, , � <br /> Q �,��.�:- r-�:�-�' .� �=� <br /> �; p � ��.,. i ` � <br /> �� .,..-�---._ :��;,y BRC7KEN TIE—R0D <br /> 1''f FENDER ,� �=��f` ..�.-- f,�;, �' I II <br /> --. ,,,.--�""�-�_.` . '� -� _ . f'_, `�� rffr�A� _ _ . _....� � ��� » ,� ,r .f% r�•- e.--'' �.. . . .. . <br /> � # <br /> ' �y� _ ;��"� �=,.�.� � .�:,v� v � ,�` 4.. 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NO. <br /> , <br /> �� ��� <br /> PORT t�F EVERETT �,�.� � � <br /> '�''�'`. R.. RILE1� ` AS SHOWN � <br /> � � ` �" DESIGNED BY: DATE: � � <br /> . D U N L� P B U LI� H ��D c�P �o. <br /> � �r v J. HIN�TGEN :7�2?/2a15 � <br /> ., . <br /> � 1 -0-0� 5-a1 <br /> , <br /> DRAWN BY: GHEGKED BY: <br /> � ENOVATION t� � fi��� <br /> G. CAREY R. RILEY ��o�Ec� <br /> ; � ,� No- MT-HT-201:5-Q6 � <br /> � � , <br /> 1G015th Avenue, Su�te 1300 ��� APPRo�Eo BY: S T R U C T l� R A L P L�N _ ; <br /> P.o. B o x 5 3� �0 7/2�/1 5 X�X I S S U E D F O R B I Q. <br /> EVERETT, wA 98206 Seattl'e, Washington 98101 �'��`��� ` <br /> 06 382-050Q SHEET N0. '( 5 4F" �3 � � <br /> �Zos} 3s2-o6aa Fax �2 � � <br /> , __ {4�5� 259-3164 N0. DATE BY REVISION N0. DATE BY REV{StON <br /> � . � <br /> ', <br />