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3003 W CASINO RD BLDG 40-56 2018-01-02 MF Import
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3003 W CASINO RD BLDG 40-56 2018-01-02 MF Import
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Last modified
9/14/2022 10:24:53 AM
Creation date
1/26/2017 11:45:58 AM
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Template:
Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-56
Imported From Microfiche
Yes
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i � <br /> SCOPE OF SERVICES I <br /> The scope of services for this project was outlined in our February 14, 1989 propasai, and <br /> � is described as follows: <br /> i � l. Review caisson instaliation records for the firs�extension of the buiiding(1978/1979)to , <br /> define th� depth to the unwenthered till. <br /> ^ i <br /> � � 2. Obtain and review the prodevelopment topagraphic date in the erea of the proposed � <br /> �. <br /> expansion. ' <br /> � <br /> '�� 3. Drill five holes to depths ranging from 30 to 70 fret elong the north wall of the proposed <br /> expansion. The selected locations will be as follows: west end, eiong center line of the <br /> ,-, gulch, immediately south of boring 12-68 (which encounrered up to 10 feet of j <br /> � peat/organic soils),east end, and possibly one or two edditional borings to better define , <br /> the elevation of dense tilL <br /> — � <br /> 4. Based on existing end proposed borings, ceisson instalintion records and original <br /> l topography, plot out contours to lop of unweathered till in erea oC proposed extension. <br /> 5. Examine viebility of caisson instellation by checking on caving of fill soiis in borings <br /> when left unsupported for two to three hours. <br /> ; 6. Examine options end provide rocommendations for various methods of foundation <br /> support af south columns and wnnel. <br /> 7. Prorde recommendetions for caissan design criteria. <br /> ! 8. Provide options for suppart of vertical cut to construct tunnel. Soldier pile(with timber <br /> lagging) end diaphragm well will be eveluated and design parameters provided. <br /> 9. Provide report thet presenu our recommendetions and findings. <br /> A sixth boring was added during the course of the field investigetion becuuse of unexpected <br /> conditions encountered in severel of the original five borings. <br />� � <br />� It should be noted that e variety of inethods for building and tunnel support and for tunnel <br />' '-' excavetion support were examined during the course of the project. Only the preferred methods <br /> are discussed in this report. <br /> i ., � <br /> 2 <br /> i . , ' Cames 6 Nioore <br />, � <br />
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