Graphic Communication (Drawings And Specifications) Flashcards

1
Q

General Order of Construction Activities (8)

A

Preliminary Surveying
Site Protection
Clearing, Grubbing and Demolition
Topsoil Stripping and Stockpiling
Rough Grading
Finish Grading
Installation of Site Improvements
Planting and Seeding

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2
Q

Order of drawings based on discipline (6)

A

Civil Engineering
Landscape Architectural (including lighting and irrigation)
Electrical/Lighting
Mechanical Engineering
Architectural
Structural Engineering

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3
Q

What is the order of drawings within a landscape architect’s documentation based on?

A

Loosely based on the order of construction

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4
Q

Conventions to include on ALL construction drawings

A

North Arrow
Title Block
Commonly accepted scale and label for drawing

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5
Q

Conventions for Elevations and Details

A

Common scale, labelled drawings
Consistent scale amongst related details (e.g. pavement)
Place dimensions on the left/notations on the right
Typical / standard details first

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6
Q

During this phase the contractor will verify property boundaries, roadway geometries, limit of construction (limit of work) and other major dimensions. Identify stockpiling areas during this phase.

A

Preliminary surveying

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7
Q

What happens during the preliminary surveying phase?

A

During preliminary surveying, the contractor will verify property boundaries, roadway geometries, the limit of construction (or limit of work) line and other major dimensions, as well as identify stockpiling areas.

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8
Q

Components to include in the site protection phase?

A
  • tree protection (including temporary transplanting)
  • erosion and sediment control measures
  • protection of any existing site elements to remain
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9
Q

What elements are part of the clearing, grubbing and demolition phase?

A

All existing site elements are demolished, abandoned or relocated per demolition plan.

I.e. trees, shrubs, rocks, structures, utilities

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10
Q

At which phase of construction would the contractor remove existing site elements to be demolished, abandoned or relocated?

A

Clearing, grubbing and demolition

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11
Q

What phase of construction would a contractor trench for utility lines?

A

Rough Grading

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12
Q

What is the tolerance level of rough grading?

A

6-12”

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13
Q

Sections of the technical specifications format

A

General
Product
Execution

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14
Q

CSI Division 00

A

General Project Requirements

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15
Q

CSI Division 01

A

General Requirements

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16
Q

CSI Division 02

A

Existing Conditions

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17
Q

CSI Division 03

A

Concrete

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18
Q

CSI Division 04

A

Masonry

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19
Q

CSI Division 05

A

Metals

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20
Q

CSI Division 06

A

Wood, plastics and composites

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21
Q

CSI Division 09

A

Finishes

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22
Q

CSI Division 12

A

Furnishings

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23
Q

CSI Division 31

A

Earthwork

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24
Q

CSI Division 32

A

Exterior Improvments

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25
Q

CSI Division 33

A

utilities

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26
Q

Other names for design specifications

A

Material and workmanship specifications

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27
Q

Three types of specifications

A

Design Specifications
Performance Specifications
Closed & Proprietary Specifications

28
Q

Components of a design specification

A

Highly prescriptive, detailed instructions that state HOW the work will be conducted.

Contractor is not held liable if the end result is not achieved by following the specification.

29
Q

Components of a performance specification

A

Contractor’s work satisfies the specification only if their work meetings the technical performance requirements outlined in the specifications

E.g. the compressive strength of the concrete shall be 3,000 psi

30
Q

Closed & Proprietary Specifications

A

Closed specification requires a specific item or system

proprietary specifications are a type of closed specifications that specify a product where there is no allowance for alternatives.

31
Q

reference Specifications

A

Introduced established tests or formal procedures into design or performance specifications

32
Q

Standard specifications

A

An entire set of technical specifications that have been developed by an owners. Once developed they can be used across many projects with similar requirements.

33
Q

When written as a ratio (i.e. 12:1) what comes first, horizontal or vertical distance?

A

Horizontal

34
Q

What is contained in a bid form? (7)

A

Base bid price
Alternatives or modifications to the base bid and their price impact
Provisions for additional work
Time of completion
Bid Surety
Qualifications, financial statement, list of subs
Signature of a certification by the contractor

35
Q

Project manual consists of 4 documents

A

Bidding Documents
General Conditions
Supplementary Provisions
Technical Specifications

36
Q

Documents included in the bid documents (6)

A

Notice to bidders
Instructions to Bidders
Bid Form
Contract Form
Specifications
Project-specific attachments and exhibits (like geotechnical report)

37
Q

This document outlines the rules under which a project will be built and contain “boilerplate” language that establishes the contract.

A

General Conditions

38
Q

Which document include the following:
Notice to bidders
Instructions to bidders
Bid Form
Contract Form
Specifications
Addendum of project-specific attachments such as a geotechnical report

A

Bidding Documents

39
Q

A document included in the project manual which augments the general conditions with project specific information. Can include cost-reporting requirements, traffic control measures, and specific information about material substitutions.

A

Supplementary Provisions

40
Q

Concave Slope Contour Signature

A

Contour lines that are spaces at increasing distance in the downhill direction. Meaning the slope is steeper at the higher elevations and becomes progressively more flat at the lower elevations.

41
Q

Convex slope contour signature

A

Contour lines are spaced at decreasing distances in the downhill direction. The slope is flatter at the higher elevations and becomes progressively steeper at the lower elevations

42
Q

Measuring invert elevations

A

note that invert elevations are always measured from the bottom of the interior surface of the pipe

43
Q

reference to include on drawing for subsurface drainage (on grading plan)

A

designation for material, diameter, length, and slope

44
Q

There are four general phases to grading activities during construction:

A

STEP 1: Site preparation

STEP 2: Rough grading/bulk excavation

STEP 3: Backfilling and fine grading

STEP 4: Finish surfacing.

45
Q

When to place grade stakes

A

The last step in preparing a site for excavation is the placement of grade stakes. Grade stakes are used to indicate the amount of cut or fill necessary to achieve the proposed subgrade.

46
Q

To be included in the vicinity map:

A

Bolder Street Names of adjoining streets
Scale
North arrow
Project site boundaries with natch

47
Q

Components requirements of a cover sheet

A

Project location map
Vicinity Map
Project Description
Sheet Index
Licensure stamp

48
Q

Standard plan information to include on all drawings

A

Title block
North arrow
Graphic scale
Site survey information showing existing conditions to remain
Limit of work line

49
Q

Purpose of a layout plan

A

Establish the horizontal position, orientation an extent of specific design elements

50
Q

Which plan establishes the horizontal layout of the project elements

A

Layout plan

51
Q

Which plan establishes the vertical position of the design elements

A

Grading plan

52
Q

Typically included in a layout plan beyond Standard Plan Graphics/Information

A

Property lines with bearings and distances
Easements, setbacks, and survey benchmarks
Final reference notes to supplement graphic instruction and general notes

53
Q

What sheet would show lighting, if a separate lighting plan is not provided

A

Layout plan

54
Q

What layout method is demonstrated in this image?

A

Perpendicular offset

55
Q

What layout method is represented in the image

A

Baseline system

56
Q

A layout system used to locate curvilinear elements that do not require a high degree of accuracy. Offsets are taken at fixed intervals from the reference point to the edge or centreline of the proposed element

A

Baseline systems

57
Q

When should a coordinate layout system be used? (4)

A

Projects with irregular geometry when a baseline is difficult to establish

Landscape design is not related to a building in construction

Complex topography existing

Small scale work such as residential gardens

58
Q

Key station points in a stationing layout

A

Full stations (100 ft intervals)
Half Stations (50 ft intervals)
High / Low Points
Street intersections
Beginnings / ends of curves

59
Q

In this image, what is the:
point of vertical curve (PVC)
Point of vertical intersection (PVI)
Point of vertical tangency (PVT)

A
60
Q

Superelevation

A

Superelevation is the cross-slope of a road from the outside edge to the inside edge, and is a necessary design feature on high-speed curves to counteract centrifugal force and to improve traction on the roadway surface.

61
Q

The cross-slope of a road from the outside edge to the inside edge, to counteract centrifugal force on high-speed curves and to improve traction on the roadway surface.

A

Superelevation

62
Q

Proposed landscape architecture improvements including pavement/hardscape, joint locations and conditions, walls and wall types, site furnishings, guardrails, handrails and fencing would be included on which plan?

A

Materials plan

63
Q

what plan would include signage

A

materials plan

64
Q

three primary documents used in solicitation of bids by an owner

A

Invitation to bid
Instructions to Bidders
Bid Form

65
Q

information regarding award of contract and rejection of bids would generally be found in what bid document

A

instructions to bidders

66
Q

Hot dip galvanizing

A

dipping metal in molten zinc (reduces rusting)