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about 57 feet along the slope (approximately 28 feet vertical feet) below the road. See <br />Figure 4A. Approximately 50 cubic yards of material will be required. fvlaterial from the <br />excavation of the new channel in Task 4 may be used. A runoff ditch will be excavated along <br />the inside of the access road beginning above the gully and ending in an existing runoff ditch <br />located approximately 100 feet downhill from the gully. Runoff will be channeled into the <br />existing ditch that carries runoff to a culvert located about 350 feet down the road from the <br />gully. In areas where the road is too narrow for the excavation of a ditch, the access road will <br />be inclined into the hillside via cut and fill. The inside half of the road will be excavated two <br />feet deep and the material will be filled on the outside half of the road so that runoff will be <br />carried along the inside of he road. See Figure 46. <br />Task 9 -There are 14 staked locations where cuts will be excavated into the upland diversion <br />ditch. <br />6. Task 11 -Six road dips will be installed in the access road. Figure SA shows typical road dip <br />specifications. <br />7. The time for completion of the project has been extended from 26 calendar days to 33 <br />calendar days. The Las Animas County Road and Bridge Department will be installing the <br />culvert beneath the County road (see Task 4) during the last week of July. Please plan Task <br />4 work accordingly. <br />8. All terms and conditions of the Invitation and Bid other than as changed by this amendment <br />remain the same. <br />9. Receipt and acceptance of this amendment shall be acknowledged on the bid form. <br />M:\i mp\gsc\tbmbid.amd <br />2 <br />