Readings Flashcards

1
Q

Ditch depth

A

2 ft.

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2
Q

Swale depth

A

depending on the amount of water it carry

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3
Q

Slope of residential street

A

8%

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4
Q

How to ensure structure will not fall from sliding?

A

By determining:
Bearing capacity
Friction coefficient

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5
Q

Factors on choosing retaining structures?

A

function
aesthetics
cost
life expectancy

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6
Q

Significant factors for selecting plant material and design irrigation system

A

growing season of plants
amount and timing of precipitation rates
microclimate

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7
Q

Factors that must be considered if the irrigation source is surface water

A

pumping reqts
filtration of water
seasonal changes in water availability

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8
Q

Factors that must be considered at wells (because high water tables are good source of irrigation water)

A

pumping reqts
water availability
purity of water

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9
Q

Liquid effluent and is treated by sewage plant; used at large landscapes

A

Recycled water

addtl info: it has N, P, K (fertilizer)

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10
Q

What are these?

Drain inlets, gutters, infiltration systems

A

Water collection devices at roads.

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11
Q

Is detendtion pond recommended at parking area?

A

Yes.

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12
Q

It affects irrigation design and scheduling

A

Ability of soil to hold moisture

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13
Q

It influences what type of irrigation system to be used

A

Percolation rates

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14
Q

What type of irrigation system applicable for highly permeable soils?

A

Sprinkler

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15
Q

What type of irrigation system applicable for impermeable soils?

A

Drip system

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16
Q

This is needed in order to know the amount of rainfall during growing season; also used for calculating volumes for cisterns

A

Annual precipitation data

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17
Q

Playground protective sufacing ht. and materials

A

ht. : 300 mm

materials: wood chips, mulch, sand, pea gravel

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18
Q

Playground should have shock absorbing material, what is the fall zone ht.?

A

1800 mm

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19
Q

Playground structures spacing

A

3.6 m

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20
Q

Camping and picknicking area size

A

for every 75-100 campers: 14-17 hectares

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21
Q

Family size campsites

A

4m x 5m

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22
Q

Spacing of picnic area clustered 10-100/unit

*50 units/hectare is desirable

A

10 m

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23
Q

Untreated household wastewater except toilet waste. Also, kitchen sink, or from manufacturing or processing

A

Greywater

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24
Q

Pipe for irrigation

A

Pvc of flexible PE tubing

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25
Competition pool size for Interscholastic?
23 m
26
Competition pool size for International?
50 m
27
Pool lanes width
2.1 m
28
Pool Stripes
0.25 m
29
Drinking water sources
groundwater surface water rainwater
30
Causes of contamination of public wells
septic field agricultural practices land use activities
31
8m width | very restricted: flood control, utility r.ow., foothpath
Streamside zone
32
15-30 m width depending on stream order, slope, and 100-yr floodplain, recreational uses, stormwater, bikepath, tree removal
Middle zone
33
filter backyard run off, 8 m (min. setback to structures), unrestricted: residential uses, garden, yard wastes, etc.
Outer zone
34
Critical natural resources and should be inventoried, and protected from urbanization
``` plant and animal habitat surface water resources groundwater recharge areas mining resources prime farmland ```
35
Regional and landscape planning strategies
focuses at urban land uses minimize sprawl to prevent land fragmentation reduce infrastracture and transportation costs
36
natural drainageways should be protected, should sustain native plant, and animal habitat at region
Urbanization
37
Used as strategy for controlling regional growth
Sanitary sewer, and public water service
38
Maximum water table at cemetery
4.5 m
39
Cemetery land allocation for underground interment is 50%, what is the depth of excavation?
1.5 m
40
Cemetery major r.o.w.
8 m breakdown: 6 m-carriageway 1 m both sides-sidewalk
41
Cemetery minor r.o.w.
6 m breakdown: 4.5 m-carriageway 1 m both sides-sidewalk
42
Cemetery supply of water per capita
40 l per capita/day
43
Cemetery sewage
septic tank
44
Cemetery lamp post spacing
distamce at 100 m (max.)
45
Cemetery parking slot land allocation
5% of gross area
46
Topsoil strip depth
4-6 inches
47
Angle of repose for clay
35°
48
Angle of repose for sand, dry
25°
49
Angle of repose for sand, moist
37°
50
Small urban parks size
2-2.4 hectares
51
Ramps should not exceed at slope percentage of?
8.33%
52
Walkways slope (max.)
5% | addtl. info: more than 5% is considered a ramp.
53
Dropped curb is the lowest part of road, what is the ht.?
25 mm
54
Swale centerline and side slopes vary to?
local precipitation rates and soil texture
55
Common threats at grading (bet. adjacent landscape to larger region)
source of pollution changes at water table destruction of wildlife cover migration corridors
56
Grading key tasks:
achieve design's visual and cultural objectives minimize iverall land disturbance small footprint only-means less erosion during construction
57
Playfield
Area grading
58
Buildings
Nodal grading
59
Roads, swales
Linear grading
60
Factors on site (existing) that may limit proposed developments
surface rock soil bearing capacity water table level
61
required at buildings, surrounding spaces, to improve accessibility, and save existing large trees
Retaining structures
62
What govern slopes?
structural reqts of materials issues of accessibility angle of repose
63
Should have facilities for production and dissemination of goods
Industrial park
64
Contains separate office bldgs., supporting uses (e.g. restaurants), open space
Office park
65
It is a hybrid bet. industrial and office, light manufacturing, and warehousing
Business park
66
Pond volume formula
V= 1/3 DA where: V= volume of water in cu. m D= max. pond depth in m A= surface area of pond in sqm.
67
It should be designed with forebay, storage basin, outlet structure. It is a sediment removal (during construction)
Wet detention pond
68
Alternatives of infiltration
``` infiltration basins bioretention ponds recharge trenches infiltration beds (dry; designed to leak at soil) infiltration wells ```
69
june to september monsoon heavy rain shower warm and humid air
Habagat/Southwest monsoon
70
Chief causes of infiltration device failure
Compaction and sedimentation
71
Infiltration + biological processing of pollutants
Bioretention pond
72
Emergency spillway invert elevation
150 mm (above principal spillway)
73
Depth of pond to sustain aquatic life for stormwater/irrigation pond
2-3 m
74
Depth of small garden ponds
450 mm
75
Depth of electrical lines
600 mm
76
Depth of irrigation lines
300-450 mm