GoldDredger
Civil/Environmental
- Jan 16, 2008
- 172
Part of my grading plan will be the design of a baseball and softball field for a new high school.
The infield scratch surface will grade away from the mound, both towards the dugouts and backstop. However, I am not sure how to collect the drainage from that point.
The dugouts and grandstand will both be on concrete at grade. If I don't drain the infield over the dugout and grandstand, somehow I need to pick up this drainage from the mound.
I was thinking perhaps an interceptor drain along the interface of infield and dugout/grandstand concrete. I imagine perf pipe with course rock backfill to the finished grade. From there, towards outfield and other site drainage
Anyone have an idea or experience with draining the inside perimeter of the infield.
It seems a width of rock at surface along this area might be problematic or unsightly.
The site is mosly clay, so I don't expect much infiltration. A prefab trech drain slots would be too wide, and would collect the infield scratch material.
The infield scratch surface will grade away from the mound, both towards the dugouts and backstop. However, I am not sure how to collect the drainage from that point.
The dugouts and grandstand will both be on concrete at grade. If I don't drain the infield over the dugout and grandstand, somehow I need to pick up this drainage from the mound.
I was thinking perhaps an interceptor drain along the interface of infield and dugout/grandstand concrete. I imagine perf pipe with course rock backfill to the finished grade. From there, towards outfield and other site drainage
Anyone have an idea or experience with draining the inside perimeter of the infield.
It seems a width of rock at surface along this area might be problematic or unsightly.
The site is mosly clay, so I don't expect much infiltration. A prefab trech drain slots would be too wide, and would collect the infield scratch material.