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04101989 Regular Meeting
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04101989 Regular Meeting
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City Clerk
City Clerk - Document
Minutes
City Clerk - Type
Regular Meeting
Date
4/10/1989
Volume Book
94
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<br /> § 5-126 SAN MARCOS CODE § 5-126 <br /> thoroughly tamped by approved methods before commencing em- <br /> bankment construction. The surface of the ground, including plowed <br /> loosened ground or surface roughened by small washes or other- <br /> wise shall be restored by blading or other methods, and, where <br /> indicated on plans or required by the engineer, the ground sur- <br /> face thus prepared shall be compacted by sprinkling and roIling. <br /> Where indicated on plans or directed by the engineer, the <br /> surface of hillsides to receive embankment shall be loosened by <br /> scarifying or plowing to a depth of not less than four (4) inches, or <br /> cut into steps before embankment materials are placed. The em. <br /> bankment shall then be placed in layers, as hereinafter specified, <br /> beginning at the low side in part width layers and increasing the <br /> widths as the embankment is raised. The material which has <br /> been loosened shall be recompacted simultaneously with the em. <br /> bankment material placed at the same elevation. <br /> Except as otherwise required by the plans, all parking lots <br /> shall be constructed in layers approximately parallel to the fin- <br /> ished grade of the roadbed and unless otherwise specified each <br /> layer shall be so constructed as to provide a uniform slope of <br /> one-fourth (*) inch per foot. <br /> (c) Earth fill. Earth fùl shall be defined as that composed prin- <br /> cipally of material other than rock, and shall be constituted of <br /> accepted material from approved sources. <br /> Except as otherwise specified, earth embankment filling shall <br /> be constructed in successive layers for the full width of the indi- <br /> vidual parking lot cross-section and in such lengths as are best <br /> suited to the sprinkling and compaction methods utilized. <br /> Layers of embankment may be formed by utilizing equipment <br /> which will spread the material as it is dumped, or they may be <br /> formed by being spread by blading or other acceptable methods <br /> from piles or windrows dumped from excavating or hauling equip- <br /> ment in such amounts that materials is evenly distributed. <br /> Each layer or earth fiU shall be uniform as to material, density <br /> and moisture content before beginning compaction. Where layers <br /> of unlike materials abut each other, each layer shall be featheredged <br /> for at least one hundred (100) feet or the material shall be so <br /> mixed as to prevent abrupt changes in the soil. No material <br /> places in the embankment by dumping in a pile or windrow shall <br /> Supp. No. 22 250.20 <br />
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