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900 W CASINO RD 2018-01-02 MF Import
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900 W CASINO RD 2018-01-02 MF Import
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Last modified
9/1/2021 10:09:54 AM
Creation date
1/25/2017 5:55:59 PM
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Template:
Address Document
Street Name
W CASINO RD
Street Number
900
Imported From Microfiche
Yes
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1 <br /> � . , <br /> "JJ ,� , �' „ � , <br /> uusua.co u�o ' y ..- /� <br /> , - ���� _ -- ��� ! .�..o.. <br /> '-. .�l:��J�'�`�,Lj{` . eos�ow <br /> �wiuoc�.�u <br /> ` {��lyrl, � � ?~��TI.��F � wo�o.[« <br /> d L/', l � �'"I �� H[wr�ie <br /> � JL�W�� CMIUOO <br /> L._��__:,:L�-!C`!L�[��7 ��``�„ �o..�a«<. <br /> uemico�.oio.ix.M.�. � r..�`��� y ocr�v[w <br /> �' fVl{A <br /> .e�o ��.��. ILORIOA <br /> L'NIT�D STATES TL'STING COD'IPA.'�1Y »����p� <br /> � M c o w � o n w r [ o <br /> 3416 Evcrett Avenue Everett� Washington 98201 206•259•3070 <br /> Mc Grath Corporation January 21, 1969 <br /> 6702-220th S.W. <br /> Mountlake Terrace, Washington 98043 <br /> Sub,ject: Casino Road Apartments <br /> Daily progress report �l 4 <br /> January 3, 19G9: Trench for footings in Building 4� 10, <br /> had depths which varied from 24 to 30" and re-inforcing <br /> steel for footings were in accordance with specificationa, <br /> (Weather-Overcast and rain, mid 30's to a high of 41°.) <br /> January 7, 1969: Checked trench for footings in Building <br /> �k 23, for depth and placement of re-inforcing steel and <br /> found everything to be in accordance with specifications. <br /> Had Contractor stop placement of concrete three times to <br /> clean soil out of footing trench. (Weather-Partly sunny <br /> and calm, low 40's.) <br /> January 8, 1969: Checked trench for footings in Buildings <br /> �l 24 and 4� 25, for depth and placement for re-inforcing <br /> steel and found them to be in accordance with specifications. <br /> Footing trench in Building �� 24, had almost 100% hard pan. <br /> (Weather-Light snow, partly cloudy, ) <br /> January 9, 1969: Trench for footings in South-East corner <br /> of Building �k 5-K had a depth of 37". All other footing <br /> trenches had a variable depth of 18-24". Had Contractor <br /> add additional vertical dowels to maintain proper height <br /> above concrete, including trench. Checked de th of trench <br /> P <br /> � ;' ' for footings and re-inforcing steel in Building 18-A and <br /> .Y�y`:'1 <br /> Y <br /> '-:�4ia...� .. . <br /> I I� <br /> I .. . u� �0.���� ��� �110��� ��� I � 1�� � u 1 Or 1�1 O� ��1 ��� ��������� �• ��1�� f0��'��<��i0� 1 ��� 0�����. O� 1�� Y�� �� ��� <br /> w��u fr.n� inu.�:a. :n�.in�n e� ��u ..� n�n ..� nro.n � .a � n� u..0 nm�.o u� . <br /> .�•nb��J � b�n..l e� 1 u �In��e�I� up � nqrau'e•���w naaufn���el �I�rO�lf nD lfr�Ot �Fp �e1�xry1�01 IMI YMRD Il�qf �Ilfi�. <br /> ..� ��� I�C CI q IIII� 0� iM�iO�O,I�11 xpl 10 �[ Y110 Y�01� �F\ bI1LVY{I�MC[1i��DYI�II�iF6 10 Ixl if�f�LL�Y114 <br />
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