ROAD GRADE AND ALIGNMENT STANDARDS Sample Clauses

ROAD GRADE AND ALIGNMENT STANDARDS. Purchaser shall follow these standards for road grade and alignment except as designed:  Grade and alignment must have smooth continuity, without abrupt changes in direction.  Maximum grades may not exceed 18 percent favorable and 12 percent adverse.  Minimum curve radius is 60 feet at centerline.  Maximum grade change for sag vertical curves is 5% in 100 feet.  Maximum grade change for crest vertical curves is 4% in 100 feet.
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ROAD GRADE AND ALIGNMENT STANDARDS. Purchaser shall follow these standards for road grade and alignment except as designed: ▪ Grade and alignment must have smooth continuity, without abrupt changes in direction. ▪ Maximum grades may not exceed 15 percent favorable and 12 percent adverse. ▪ Minimum curve radius is 60 feet at centerline. ▪ Maximum grade change for sag vertical curves is 5% in 100 feet. ▪ Maximum grade change for crest vertical curves is 4% in 100 feet. The following road(s) have specific limitations for grade and alignment and are referenced in the design sheets within this road plan and in the table below. Road Stations Minimum Curve Radius (ft) Maximum Grade (%) Favorable Adverse Maximum Vertical Grade Change per 100 ft (%) PH-4901 32+03 to 41+93 60 18 -- 6 PH-5120 0+00 to 20+62 50 -- 13 6
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ROAD GRADE AND ALIGNMENT STANDARDS. Purchaser shall follow these standards for road grade and alignment except as designed:  Grade and alignment must have smooth continuity, without abrupt changes in direction.  Maximum grades may not exceed 18 percent favorable and 12 percent adverse.  Minimum curve radius is 60 feet at centerline.
Sample 1
ROAD GRADE AND ALIGNMENT STANDARDS. Purchaser shall follow these standards for road grade and alignment: ▪ Grade and alignment must have smooth continuity, without abrupt changes in direction. ▪ Maximum grades may not exceed 18 percent favorable and 12 percent adverse. ▪ Minimum curve radius is 60 feet at centerline. ▪ Maximum grade change for sag vertical curves is 5% in 100 feet. ▪ Maximum grade change for crest vertical curves is 4% in 100 feet. Grade limitations and alignment are modified as follows: Road Stations Minimum Curve Radius (ft) Maximum Grade (%) Favorable Adverse Maximum Vertical Grade Change per 100 ft (%) B-120 2+05 to 3+80 - - 18 - B-120 5+32 to 6+28 - - 18 - B-120 6+93 to 7+42 - - 18 -
Sample 1
ROAD GRADE AND ALIGNMENT STANDARDS. Purchaser shall follow these standards for road grade and alignment. ▪ Grade and alignment must have smooth continuity, without abrupt changes in direction. ▪ Maximum grades may not exceed 18 percent favorable and 12 percent adverse. ▪ Minimum curve radius is 60 feet at centerline. ▪ Maximum grade change for sag vertical curves is 8% in 100 feet. ▪ Maximum grade change for crest vertical curves is 6% in 100 feet. Grade limitations and alignment are modified as follows: Road Stations Maximum Grade (%) Favorable Adverse A−2000 0+00 to 7+59 − 15 4-5 CUT SLOPE RATIO Purchaser shall construct excavation slopes no steeper than shown on the following table: Material Type Excavation Slope Ratio Excavation Slope Percent Common Earth (on side slopes up to 55%) 1:1 100 Fractured or loose rock ½:1 200 Hardpan or solid rock ¼:1 400 4-6 EMBANKMENT SLOPE RATIO Purchaser shall construct embankment slopes no steeper than shown on the following table: Material Type Embankment Slope Ratio Embankment Slope Percent Xxxxx Soils 2:1 50 Common Earth and Rounded Gravel 1½:1 67 Angular Rock 1¼:1 80 4-7 SHAPING CUT AND FILL SLOPE Purchaser shall construct excavation and embankment slopes to a uniform line and left rough for easier revegetation.
Sample 1

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