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<br /> . ....- _ _ _. .._ __._ _ .." - __.-_ .. . . __. ...._. - . ..___._ -_. . . .. -. � . - � , .,.'
<br /> 6�" 2'_5" 6y�
<br /> � "f '•
<br /> B � �
<br /> J
<br /> � U
<br /> SHIM PL, TYP 10"x1y4» PL, TYP
<br /> �
<br /> A �� �' GUSSET PL � A
<br /> : O : - ci
<br /> 3»x2»�/a», TYP
<br /> "� ' STEEL PIPE
<br /> � � L3%4"x1%4"�,4„ 2�8,� PILE '
<br /> � � �
<br /> � HSS 3"x3"x3/s„x16" LONG, TYP CLR i � :':
<br /> . � �
<br /> `�' � UHMW 16Y2"x3"x3Y2" THK, lYP N
<br /> . -
<br /> BOATHOUSE � �
<br /> N
<br /> �
<br /> �
<br /> /�, ��
<br /> �
<br /> BOLT, TYP
<br /> ►— NEW PILE � � HSS 4"x4"x3/8", TYP , "
<br /> o ; O ? HOOP, TYP o .
<br /> � � m �� ,� ,� ,� »
<br /> � �i w %4"� HOLES, lYP 3 9 9 9 3 ,
<br /> � > B
<br /> � � � C C UHMW 16Y2"x3"x3Y2" THK, TYP
<br /> PLAN — PILE HOOP L.�YOUT
<br /> � �
<br /> � „ » » „ » �,
<br /> :— L3�4 X�3�4 XY4 P L Y4 X 3Y2 x 8
<br /> BOATHOUSE
<br /> TOP & BOT, EA CORNER
<br /> . . . _ . . . � . , ' iJ���� �� �� �f� 4� . . �
<br /> 4� � t�
<br /> � a- PJP C7 SIDES (� ��.
<br /> � � '
<br /> � � `� �8 1
<br /> PJP TOP 5 » „ �� � �
<br /> � d- j8 � �cBOT /s � x6 BOLT I �
<br /> : O : _ �
<br /> � � � ,
<br /> FENDER TEAM EXTRUDED � � EXTRA HOLES FOR
<br /> 2�-9�� RUBBER 100mm x 100 mm � t � ; ADJUSTMENT
<br /> EXIST BOATHOUSE � � � l
<br /> SD—FENDER STRUCTURE VARIES �� 't ` '
<br /> NOTE: _ � � SD—FENDER ,
<br /> PI�E HOOP MAY REQUIRE FIELD ADJUSTMENT PLAN PILE HOOP ASSEMBLY �.___ ___ _� _._ _..�._.�5_ _ �
<br /> � � � � DEPENDING ON SIT� CONDITIONS. � � � � �� � `��� � �-----�-�� � �`�`--�'"� � ��----�`' � � ( (4) 15mm x 60mm � �
<br /> r, f
<br /> � � � � � � � �~��:���M��.::-�---�' -_-___.��::�.. �---�"� _:..�����:'' € � � � ALU M STU D �
<br /> � �� _� � �� �
<br /> , » � �%s � HOLE FOR
<br /> TYPICAL PILE HO�P LOCATIONS 3 -6 3i4�� BOLT, TYP �` %4"� SS BOLT,
<br /> � I L GT S E D
<br /> EN HA RQ
<br /> SCALE: 1 "=10' 9,� 2„ � � € � ,
<br /> � TYP TYP � ��_�.���_�..��.____._.�_ `
<br /> SCALE IN FEET N
<br /> --�- �' �
<br /> �`� . ,�_� l � /$��PJ P �
<br /> � � � _
<br /> 10 0 ` 10 20 � GUSSEf PL, Y8" END CAP, TYP
<br /> � � TYP (8) PLCS . � < .
<br /> o � o o �8� /»� � f � PL; TOP & BOT, EA ,
<br /> BOLTS, TYP 1 € CORNER
<br /> � �
<br /> � � �,,.._
<br /> � � � � � �, �, „ �_..�_.w�._.___ __�_,._�.____�____..�._______,_ � _,_,,_ ,'" �_ �___-'
<br /> N /s HOLES FOR 1� x1Y¢ PL, TYP � .
<br /> %s" LAG SCREWS
<br /> ELEVATION �—�
<br /> SECTION A-A
<br /> NOTES: � ° '
<br /> 1. ALL PLATES, ANGLES AND HSS MEMBERS SHALL BE ALUMINUM. '
<br /> UHMW
<br /> 2. ALL BOLTS, NUTS, WASHERS AND SCREWS SHA�L BE STAINLESS STEEL. HSS 4"x4"x3/"
<br /> 3: UHMW SHALL 8E IN LAYERS FOR ADJUSTMENT ,
<br /> 1 SINGLE PILE HOOP CONNECI'ION SECTION C—C
<br /> �
<br /> 0
<br /> �
<br /> � C3.3 SCALE: 1 1/2"=1 '-0" ' � .,�.
<br /> 0
<br /> �
<br /> �
<br /> U
<br /> SCALE IN FEET
<br /> a
<br /> `z
<br /> �
<br /> �
<br /> w
<br /> 0
<br /> W SCALE: 1 1/2 " = 10-0" 1
<br /> _
<br /> Y
<br /> J
<br /> � .
<br /> „L�,m ,
<br /> � . N OTE: I------�I
<br /> Q
<br /> Z
<br /> ` IF "L" DOES NOT MEASURE 1 "
<br /> �
<br /> � ADJUST SCALES ACCORDINGLY
<br /> � �
<br /> �
<br /> Z
<br /> w
<br /> PROJECTENGINEER: SCALE �O^� DWG. NO. v `�
<br /> � �, �� �v�l \�� 1
<br /> �- S. KINSELLA AS NOTED � �
<br /> o �� M. �I � � � �
<br /> � �1r O ' ' ° � �o�WAsh oEs��NEo BY: oATE: CENTRAL MARINA '
<br /> �j �� a J. SEIPEL APRIL 28, Zo�� IMPROVEMENTS PHASE 2 - I DOCK, _ _
<br /> � � �, CIP NO. 2-0 023 03
<br /> N ��28 ,34thStreetSW Su;�e2oo :`` � � o�WNBY: �HE�KEOBY: BULKHEAD SEGMENT C, AND PACIFIC RIM PLAZA PLATFORM 2_0-021-02 2-0-045-0�
<br /> w � Everett,Washington 98204
<br /> � _ ��'�� � �' D. OLSEN S. KINSELLA
<br /> � Ph:425 741 3800 � 30262 w P I LE H �O P PROJECT MR-CM-2015-Q�
<br /> o P.O. BOX 538 �'� �FCtsTB¢�� ��� �
<br /> ¢ EVERETT, WA 98206 � 4i28115 SMK ISSUED FOR BID & CONSTRUCTION SsjoNAL E��' aPPRov�o BY: NO.
<br /> o Ph:42�_259_3�64 S E C T I 0 N S A N D D E TA I LS
<br /> NO. DATE BY REv�s�oN � S H E E T N O. "I 9 OF 6 3
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