GENERAL PLANS and DETAILS (Not Inc. Grading + SW) Flashcards

1
Q

Layout method for complex angular and curvilinear designs

A

Angles, bearings, and arcs

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2
Q

Dimension lines are extended from an object at a ___ angle

A

90 degree

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3
Q

Best pH for most plants

A

6.0 - 7.5

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4
Q

Diameter of a tree 4” or less measured 6” above the ground

A

Caliper

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5
Q

Layout Plan: Problem associated with under-dimensioning

A

Greater interpretation by the contractor / loss of control of the design

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6
Q

Layout Plan: Problem associated with over-dimensioning

A

Greater potential for error or confusion; implies an inflexibility in accommodating field conditions

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7
Q

Hierarchy of Dimensioning

A

Fixed dimensions > Semi-fixed dimensions > Flexible dimensions

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8
Q

Dimension type that locates features w/ high level of accuracy; Usually for legal purposes; Typically located by a licensed land surveyor

Also BASELINES; defines features w/ semi-fixed locations

e.g. property lines, ROW, building locations, setbacks, and other aspects governed by code requirements)

A

Fixed dimensions

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9
Q

Dimension type for points, lines, or planes located by fixed dimensions (baselines)

Used to locate most landscape improvements

A

Semi-Fixed Dimensions

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10
Q

Dimension type used to locate site elements that do not require precision and / or may be adjusted based on field conditions

May uses ‘+/-‘ or ‘VIF’

A

Flexible Dimensions

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11
Q

Dimensions that can be determined only after construction has progressed to a point where an actual measurement can be taken

A

Field Dimensions

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12
Q

Level of precision is usually assumed to be:

A

½ of the smallest unit indicated

e.g 84’-3” = +/- ½” precision

When dimensions are provided as a decimal (e.g. 84.25ft, eg) assumed precision is ½ of the lowest decimal point (e.g. .005ft)

Degree of precision should reflect realistic tolerances that can achieved in construction of a particular feature / material

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13
Q

Identifies the distance bw two points

A

Dimension Line

  • Should be heavier in weight than dimension lines
  • Should not be broken
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14
Q

Extend at a right angle from the dimension line to the object measured

A

Extension Line

Should be lighter in weight than dimension lines

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15
Q

Convention of locating dimension line labels

A
  • Above the dimension line

- Read from bottom right hand side of sheet

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16
Q

Horz. Layout Method:

Used when a considerable % of side elements are orthogonal to the Fixed Features (PL, new / ex. Building, etc)

Baselines (e.g. building walls) serve as reference points from which objects are measured

String / chain dimensions are closely associated w this method

A

Perpendicular Offsets

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17
Q

Horz. Layout Method:

Often used w/ curvilinear elements that do not require a high degree of accuracy

Uses offsets at fixed intervals taken from a baseline to the edge or centerline of an element

Accuracy of the shape is limited by the offset interval

A

Baseline System

18
Q

Horz. Layout Method:

Distances provided along an X,Y axis to provide unique geographical positions of points from a known POB or PO (point of origin)

A

Coordinate System

19
Q

Horz. Layout Method:

Latitude (N-S); departure (E-W)
Either a bearing angle or a length is provided for ea. Point (but not both)

A

Latitude and Departure

20
Q

Horz. Layout Method:

Used for the layout of complex curvilinear designs

Bearing: direction of a line specified by a given angle bw the line and an established meridian

Arc: segment of a circle; defined by a center point, a radius and an internal angle; its end points and orientation must be defined

A

Angles, Bearings, and Arc

21
Q

Horizontal Curve Type:

Two curves in the same direction connected by a tangent; to be avoided in road design

A

Broken-back curve

22
Q

Horizontal Curve Type:

Single radius; most commonly used for low speed roads

A

Simple curve

23
Q

Horizontal Curve Type:

Two or more radii in the same direction; difference in the length of the radii should not be more than 50%

24
Q

Horizontal Curve Type:

Two arcs in opposite directions; usually requires a tangent between them

Length of tangent depends on road’s design speed

A

Reverse curve

25
Horizontal Curve Type: Typical curves for high speed roads entail a series of curves with a constantly changing radius
Spiral Transitional Curves | More difficult to calculate and lay out; typically not used by LAs since it is primarily for high speed roads
26
Marks the beginning of the curve at which the road alignment diverges from the tangent line in the direction of stationing
Point of Curvature (PC)
27
Marks the end of the curve at which the road alignment returns to a tangent line in the direction of stationing
Point of Tangency (PT)
28
Where two tangent lines intersect
Point of Intersection (PI)
29
Central angle of the curve; equal to the deflection angle between the tangents
Included Angle (I)
30
Distant from the PI to either the PC or the PT; always equal for simple circular curves
Tangent Distance (T)
31
Distance from PC to PT measured along a straight line
Chord (C)
32
Point about which the included angle (I) is turned
Center of Curve (O)
33
Used in surveying linear routes (e.g. streets, power lines, stationary storm sewers, etc) Marked along a centerline from a starting point (0+00) Full station intervals are indicated along a center line; key areas will also be indicated
Stationing
34
In stationing, FULL stations are at ___ intervals
100 ft (represented at 1+00)
35
In stationing, HALF stations are at ___ intervals
50 ft (represented at 0+50)
36
Forward sight distance should not be ___
Less than the safe stopping distance for the design speed of the curve
37
Banking / tilting to compensate for centrifugal forces acting on a vehicle as it travels around a curve
Superelevation
38
BVC
Beginning of vertical curve
39
PVI
Point of vertical intersection
40
EVC
End of vertical curve
41
(2) Types of Vertical Sight Distance
1. Safe stopping distance 2. Safe passing distance (LA's typically only address stopping distances)