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6920 SEAWAY BLVD 2018-01-01 MF Import
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6920 SEAWAY BLVD 2018-01-01 MF Import
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Last modified
11/4/2019 3:25:24 PM
Creation date
3/9/2017 5:32:17 AM
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Template:
Address Document
Street Name
SEAWAY BLVD
Street Number
6920
Imported From Microfiche
Yes
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noted above while ot optimum moisiure content or within 2 percent <br /> above ihis valve. <br /> C. Excess Material Mounding: After clearing all above-ground brush and small <br /> irees, place excess materiai to form mounds in sequence directed by <br /> Architect. No speciai compaction effort wili be required. Construction <br /> equipment shall be routed over the entire ar-:o of the mounds to minimize <br /> later settlements. Grade all mounds to drain. <br /> D. f:uarry Spalls: Install quarry spolls behind rockeries per Section 02276, <br /> "Rockeries." <br /> 3.U4 GRADING <br /> A. Rouyh Grading: Grade entire subgrade area fo reasonably frue and even <br /> surfaces to conform to slopes and grades shown. Make proper allowance for <br /> osphalt ireated base course and paving, or topsoil. Grade fo uniform levels <br /> or slopes between points where grades are shown; round surfaces at abrupt <br /> changes of level. Rough grade areas outside building to ihe following levels: <br /> I. Surfoced Areos: To underside of surfacing or base course material. <br /> 2. Planted Areas: To 6inches below finish grade shown, unless otner <br /> fhickness of topsoil is shown or specified. <br /> . ■ . x . <br /> 02200-4 <br /> 8301 � <br /> i� <br />
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