SITE PLANNING Flashcards
What are the first tasks after completing programing and analysis
Locate building on site / what side improvements should be made / what sustainability principles can Be applied / and how the neighborhood contest will influence the design 
Drainage
Accommodate existing drainage patterns / accommodate any increase in runoff. Site design must also include positive drainage
Water runoff
Storm water that accumulates on site in excess can be absorbed by the ground
Sheet flow
Water that drains across a sloping surface whether that surface is paved, grassy, or otherwise
Minimum drainage slopes
Slope as little as 0.5% though for most surfaces like paved surfaces it is 1.5% to account for tolerances and rough surfaces
Underground systems use a slope of how much
0.3%
Drain inlet
An opening in the ground that allows storm water to run directly into the storm water sewer
Catch basin
Underground reservoir that has a sump pump built into it catching debris
Manholes
Located where sewage changes direction. may 500 ft apart / separate from sanity sewer systems
Runoff coefficient
The amount of water not absorbed by ground
100 year storm % versus I0 versus 25
1% for 100 year. 25 year = 4%. 10 year = 10%
Holding pond
Volume of water greater than the stormwater system can take
Slopes based on pipes
Diameter 2 1/2 “ on less must be 1/4 in ft Diameter of 3 in to 6 in = 1/8 in/ft. Diameter 8 in or make = 1/16 in/ft
Road design. One way width. Two way. Min to public intersection
One way = 12’ min / 2 way = 24’ / 150ft. To intersection min
Road slope
Maximum = 15% / 10% is preferable / if more than 10% you need transition slopes
Cul de Sac radius
40’
Road crown slope and gutter height
Min 1/4 ft. / gutter 6 inch high
Road ramp transition slope if road is over 10%
Transition slope = 1/2 of ramp slope / also level area before crossing side walk
Sidewalk slope
1/4 “ perpendicular to side walk
1:50 or 2%
Ramps = when do you need hand rails on both sides / maximum rise between landings / width of ramp / railing height
Ramps need 5’ m top and bottom can be 30’ max between landings and max 30” rise between landings / railing is between 34” to 38” / if rise is greater than 6” handrail on both sides. extend handrail 12” beyond top and bottom of ramp. Min width 36”. 1:48 cross slope.
Permitted slope where space is limited 1:10 (6” max rise) 1:8 (3” max rise)
STC _
25 normal speech easily heard, and understood / 35 loud speech heard, but not understood/ 45 loud speech not heard music systems problem/ 50 very load is faint/ 60 is excellent
Wood moisture content is dry at what %
20%
Indoor wood moisture content should be
6 - 8%
VAV vs CAV heating
CAV _ central and constant VAV variable at terminal