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1903 W MUKILTEO BLVD 2019 Plans 2022-12-02
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1903 W MUKILTEO BLVD 2019 Plans 2022-12-02
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Last modified
12/2/2022 10:59:02 AM
Creation date
3/10/2020 3:59:10 PM
Metadata
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Template:
Address Document
Street Name
W MUKILTEO BLVD
Street Number
1903
Permit
PW1902-005
Year
2019
Notes
STABILIZE SLOPE WITH SOLDIER PILE WALL
Address Document Type
Plans
Imported From Microfiche
No
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ENGIN�ERING <br /> 250 4TH AVE. S., SUITE 200 _ <br /> BACKFILL W/2" CRUSHED EDMONDS, WASHINGTON 98020 <br /> ROCK WHERE REQ'D PHONE (425) 778-8500 <br /> I�� � I� � � � ����� <br /> FAX (425) 778-5536 � <br /> ; I ��illl� , � <br /> � i= <br /> FILL VOIDS BEHIND <br /> WALL W/FREE � <br /> � -�� <br /> DRAWING GRAVEL <br /> � <br /> / � <br /> 1 � - <br /> � I <br /> I <br /> � � � , <br /> � _�� <br /> � 1g M. T <br /> o a - ��OF 1PAS�r1,�'?'�j�y r .. <br /> iD � `�, ` G' <br /> �� Y <br /> � � <br /> . � � O ��� � . . <br /> L F�' 'ti <br /> SI�IVAL � , <br /> 02/20/19 � <br /> SAWN LUMBER LAGGING <br /> LAGGING PER PER S7RUCTURAL NOTES LAGGING PER <br /> STRUCTURAL NOTES Wj'1/4" GAP BETWEEN PROFILE & NOTES PILE PER PLAN � <br /> EACH PIECE OF LAGGING r . <br /> SHORING PILE PER <br /> PLAN &SCHED � � EXIST GRADE NOTE: � <br /> � TYP, EA WHERE NECESSARY SPLICES � <br /> Z �� �- ��`w� 1 4 �� pILE ' PL1/4x4x1'-0"TOP& BOT <br /> o � �� 9 :�,� _ SHALL OCCUR IN BETWEEN w <br /> J N <br /> � � `-' ' �` = PILES WITHOUT ANCHOR. Q Z � <br /> �� � a <br /> 14 N <br /> z � � . , <br /> O m �. <br /> ANCHOR PER � --------------- <br /> / ,� --------------- I- N z ' . <br /> PLAN & NOTES ������� � H � � <br /> o �� �� <br /> � LL, ��� WEDGE WASHER � � � <br /> n cz� W w O <br /> � � PL 3/4 x 10 x 0'-10° � a U <br /> QzQ PILE PER PLAN � DRAIN HOLES --------------- --- ----------- � � <br /> a 1/2" @ 6' OC <br /> W \ \ <br /> STEEL WALER WALER PER F- � � ' <br /> PER PROFILE TYP, EA pROFIIE p � � - <br /> 1 4 piLE (3) SIDES O O <br /> Y � , <br /> � <br /> Q <br /> � <br /> TYPICAL PILE PLAN SECTION SECTION 4 WALER SPLICE <br /> DESIGN: BTJ J <br /> � SCALE: 1 - 1-0 � SCALE: 3/4 - 1-0 � SCALE: 1 1/2 - 1 0 SCALE: 1 1/2" = 1'-0" DRAWN: JCP <br /> CHECK: DMT � <br /> JOB NO: 18415.10 <br /> DATE: O 1/31/19 - <br /> R <br /> EXIST PILE <br /> EXIST LAGGING � <br /> 1/2"�b LAG SCREWS W/3° ° <br /> LAGGING PER EMBED INTO LAGGING @ 12° - <br /> STRUCTURAL NOTES OC,TYP EA SIDE OF ANGLE ( <br /> L3x3x1/4 , <br /> ( <br /> � � . <br /> PILE PER PLAN > <br /> &SCHED 'J <br /> m M . <br /> O � � , <br /> � � , <br /> J � <br /> _�n w Y '� .. <br /> `J �� � <br /> W � <br /> END OF WALL CONNECTION � � � <br /> � SCALE: 1"= 1'-0° � � � � <br /> w M � Q � <br /> � � W W � . - <br /> J °� W Q � , <br /> � <br /> SHEET: . <br /> ■ <br />
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