HomeMy WebLinkAbout238.00Y
a access road
tractleasement A 4-1
m lines as required
Z inflow pipe
0
settling pond
if required
connecting
spillway
infiltration pond:
outflow/
overflow
structure
emergency overflow spillway
5 minimum
PLAN VIEW A
overflow/emergency overflow existing ground
1271�. (typ)
6' if H<6'
H
SECTION A -A
NOTE:
1.This detail is a schematic representation only. Actual configuration
will vary depending on specific site constraints and applicable
design criteria.
2.Access Road shall meet the following design criteria.
2.1. maximum grade shall be 15 % for asphalt paving and 12 % for gravel or modular grid paving.
2.2. Outside turning radius shall be 40 feet, minimum.
2.3. Fence gates shall be located only on straingh section of road.
2.4. Access roads shall be 15 feet in width on curves and 12 feet n straight sections.
2.5. A paved apron shall be provided where access roads connect to paved public roadways.
3. All facilities shall be fences. Fence shall be provided around facility allowing proper maintenance per standard details unless
otherwise specified.
Y � STD. PLAN - 238.00
y + PUBLIC WORKS TYPICAL INFILTRATION POND
DEPARTMENT
MARCH 2008