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1920 75TH ST SE 2016-01-01 MF Import
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1920 75TH ST SE 2016-01-01 MF Import
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Last modified
4/18/2017 11:23:07 AM
Creation date
4/17/2017 11:54:59 PM
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Address Document
Street Name
75TH ST SE
Street Number
1920
Imported From Microfiche
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Conifer Apartments September 8, 1976 <br />Page 5even <br />of angle joints be provided so that a hinged connection is effected <br />in the sewer line between the building and fi;l, <br />At entrances to the building there probably wi11 be continued <br />settlement 4ihich wi11 tend to exaggerate the rise of the step from <br />the exterior to the building. We recommend that there be a short level <br />section or porch at the entrance. Then B or 9 inches of settlement <br />can occur without creatin9 an excessive rise. 4Je expect that this <br />should be an adequate allowance for future settlement. <br />CO�JSTRUCTIOP� CONSIDERATIOWS <br />For construction convenience it appears necessary to remove the <br />carports and porches of the buildings and keep tenant parkin9 away from <br />tfie area. The auger cast method of construction is not particularly <br />neisy except for motors, most of which could be located to the south, <br />array from the buildin9s and tenants. Wd anticipate that it will not be <br />necessary to enter the buildin9s or to relocate the tenants during <br />construction. <br />Great care is necessary in the use of the auger cast pile <br />construction method with the soils on this site. As already mentioned, <br />the peat soils are soft. If th� auger is withdrawn too rapidly or <br />if the cement grout pressure falls too lov�, the pile �-iill "pinch" and <br />be diseontinuous. Only equipment which can pull the auger and pump <br />9rout sim�ltaneously should be usad and thc equipment should be capable <br />of continuous and adjust�ble witlidrawal rate�. P. meter should be pro- <br />vided so that the amount of grout placed can be continuously observed. <br />Diming operation, the withdrawal rate and grout pumpin9 rate should be <br />monitored so that high 9rout pressures are continuously maintained. Carc <br />and exper•ience are necessary to see that the amount of grout p�mped <br />is neither to small nor to great. 4Je recomnend that the grout piace- <br />ment should equal t�aice the computed volume of the pile based on its <br />nominal diameter. <br />Pile len9ths will vary 1'rom the 20 foot minimum reco�nended, <br />up to a maximuc� of about 30 feet near borin9 One. The lenqths should <br />� <br />
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