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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
Metadata
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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 at optimum moisture content or within 2 percent <br /> abave ihis value. <br /> C. Excess Material AAounding: After clearing all above-ground br�sh and small <br /> irees, place excess material to form mounds in sequence directed by <br /> Architect. No special compaction effort will be required. Consiruction <br /> equiprnent shall be routed over ihe entire area of the mounds to minimize <br /> later settlements. Grade all mounds to drain. <br /> D. Quorr S alls: Install quarr � spalls behind rxkeries per Section 02276, <br /> " ockeries." <br /> 3.04 GRADING <br /> A. Rough Grading: Grade eniire subgrade area to reasonably irue and even <br /> surfaces to conform to slopes and grodes shown. Make proper allowance for <br /> asphalt ireated base course and pavi�g, or topsoil. Grade to uniform levels <br /> or slopes befween poinis where grades are shown; round surfaces at abrupt <br /> changes of level. Rough grade areas outside building to ihe following levels: <br /> I. Surfaced Areas: To underside of surfacing or base course material. <br /> 2. Planted Areas: To 6inches below finish grade shown, unlE�s other <br /> ihickness of topsoil ?s shown o� specified. <br /> . . . . . <br /> 02200-4 <br /> 8;01 8 <br />
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