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179 Cards in this Set

  • Front
  • Back

What are the four basic forms of circulation networks?

Grid, Curvilinear, radial, or linear

What is the most dangerous circulation network?


A. Grid


B. Curvilinear


C. Radial


D. Linear

D. Linear because of the numerous on and off points can impede the smooth flow of traffic

What are the basic classifications of traffic arteries?

1. freeways/expressways/motorways


2. arterial streets/highways


3. collector-distributor streets


4. local access streets

Arterial Streets

2-3 lanes per direction, no street parking, traffic lights

Collector distributor streets

transition between arterial streets and local access streets, street parking, stop signs

Local Access Streets

Cul de sacs, etc.

The paved right of way from the high point at the center of the road (the crown) to the curb usually slopes at ____

1/2"-1/8" per foot, 1-5%

What size curb/gutter is used on heavy traffic roads?

6"

What are the six most common materials used to pave roads?

1. concrete


2. asphaltic concrete


3. gravel


4. decomposed granite


5. stabilized soil


6. graded and compacted earth

How wide are traffic lanes?

11-12 ft

How wide are shoulders on a typical two lane highway?

9 ft

How wide are parallel parking lanes?

8 ft

What is the min width for a planting strip along a highway if trees are to be planted in that strip? If if is landscaped with groundcover only?

7 ft for trees, 4 ft without

In laying out a road horizontally, two curves in the same direction (broken back curves) should be separated by tangent not less than ______

200 ft long

In laying out a road horizontally, two curves in the opposite direction (reverse curves) should be separated by tangent not less than ______

100 ft long

In laying out a road horizontally, two curves in the same direction with different radii (compound curves) should be separated by tangent not less than ______

This situation should be avoided altogether

In laying out a road horizontally, two simple curves where a circular arc connects tangents at each end, may employ tangents of _____

any length

What types of intersections should be avoided?

1. Acute angle intersections (angle between intersecting streets is less than 80-85 degrees)


2. Intersections that are slightly offset

What is the min distances that intersections on major arterial roads should be seperated?

min 800 ft

What is the min distances that should separate on/off ramps on freeways?

.5 mile to 1 mile

What is the max recommended length of a cul de sac?

400 ft

WHat is the min recommended turnaround at the end of a cul de sac?

80 ft in diameter

What is the max recommended length of a loop street?

700 feet

What is the min curb radii at street intersections?

12 ft min at minor street intersections, 50 ft min at major streets

When intersection volume exceeds ____ vehicles per hour, traffic signals are employed.

750 vehicles per hour

What is the min width for a typical parking stall?

8'4" wide, for parking angles less than 40 degrees, width can be reduced to 8'0"

How long is a parking stall?

18'-20' long

What is the min desireable width for a one way circulation aisle in a parking lot?

12 ft

For a parking spot angled at 30 degrees with one way circulation, what is the projection and bay width?

projection = 15'7"


bay width (parked car+ aisle+parked car)= 43'2"

For a parking spot angled at 45 degrees with one way circulation, what is the projection and bay width?

projection = 18'2"


bay width (parked car+ aisle+parked car)= 48'4"

For a parking spot angled at 90 degrees with two way circulation, what is the bay width?

60-64 ft (18-20' long stalls, 20' w aisle)

What is the max % slope of a parking lot?

15%

What parking angle can fit the most cars (assuming the same stall width)?

90 degrees

For parking lot ramps with a slope over 10% what must there be?

A transition of 8 ft min at each end of the ramp that has a slope of 1/2 the slop of the ramp

What should the slope be in a parking area?

1-5%

How wide should a sidewalk be?

5 ft wide, sidewalks with higher volumes of pedestrians should be 6 ft -10 ft w min

uniform standards of construction originating in NYC in 1916 to protect thehealth, welfare and safety of people. Regulates the use of land, light, air, and openspace while protecting property values and protecting against nuisances (factories inresidential areas), undesirable businesses (porn shops by schools) and dangers(hazardous chemicals in public areas)

Zoning

encourages private developers to provide amenities for public use in exchange for opportunity to build larger or taller structures on a site.

Incentive Zoning

building is no longer permitted by the zoning ordinance. Typically allowed to stay unless it’s unsafe.

Nonconforming Use

a building that is permitted in an area that it is not zoned for, to benefit the public (e.g.: an elementary school in a residential neighborhood)

Conditional Use

applied for by an owner on a private site to ask to deviate from an ordinance in order to avoid hardship

Variance

a change in the zoning ordinance for a particular area

Spot Zoning

a municipal law

Ordinance

required open space measured between property line and face of building.Used to preserve light, air, and spaciousness

Setbacks

utilized by communities principally to achieve planned street patterns.They help insure that buildings will not be erected in the bed of projected streets or of potential street widening.

Building Line

legal right of government or another land owner to use one’s property for aspecific purpose

Easement

Prevents development that upsets something scenic to the public

Scenic Easement

valuation of property for the purpose of taxes

Assessment

used to fund public space improvements (newstreetscapes/graffiti removal) with the intention that it will enhance an area’s appeal. Allbusiness owners in district who would benefit pay increased taxes.

Business Improvement DIstrict

power of the state to take private property without owner’s consent,but with fair market value of the land compensation. Must be used government or publicdevelopment (highways, railroads, civic center), economic development, or to mandatean easement for access (public utilities, right of way).

Eminent Domain

place limitations on the use of the property, typically by original developers, who determined what land would be used for (live, work, or play) and can’t be changed by future owners

Deed Restrictions

limitations and stipulations used in residential settings. Can be aesthetic (allowable color pallets, vegetation types/pruning, fencing materials) pet control(how many and/or living conditions), or storage related (visibility of parked cars/boats/campers).

Restrictive Covenant

commits a buyer to performing duties in the future (e.g. will make payments for common charges in a condo)

Affirmative Covenant

If restriction is violated or disregarded, the land will revert back to original owners/heirs

Conditional Covenant

right for people to cross land of another (pathways/cattle drives)

Right of Way

One acre = ___SF

43560 SF

US Survey Divided land that was not already surveyed in 1780s into a square grid system:


- Check=


- Township=


- Section=


- Quarter Section=

- Check: area 24 mi. on a side defined by parallels/meridians & divided into 16 townships


- Township: area 6 miles on a side; divided into 36, 1-mile sections


- Section: 1 mile square parcel of land containing 640 acres


- Quarter Section: area 1/2 miles on each side

the two major streets in a Roman town, perpendicular

Cardo and Decumanus

What is the % slope of a flat area? (level ground)

< 4%

What is a moderate % slope? (easy grade)

4-10%

What is a steep percentage slope?

10-50%

How do you calculate % slope?

=vert/horiz x 100

How far from a building's entrance can the handicap parking be?

200 ft max

T/F: Trunk lines for main utilities should NOT be located in the same street

T

T/F: Wastewater lines should not be centered under the street

False, the wastewater line should be centered in the street unless there street is wide enough to have two waste water lines, one for each side.

What is the % slope of a sewer line?

.5%-2%


velocity to be 2.5 ft/s - 10 ft/s

Name 4 materials used for waste water conduits

vitrified clay


cast iron


plastic


lightweight fiberglass reinforced mortar plastic

What type of circulation system responds most sympathetically to the existing natural environment?


A. Grid


B. Linear


C. Curvilinear


D. Radial

C

Land use development patterns are most frequently determined by


A. topographic factors


B. climatic factors


C. utility systems


D. street systems

D

The primary advantage of 60 degree parking is that it


A. saves space


B. is easier to use


C. is safer to use


D. costs less to construct

B


60 degree parking is not as efficient, safe, or cost effective as 90 degree parking, but it is easier for a driver to use than a 90 degree parking spot

A neighborhood shopping center is best located at


A. the intersection of an arterial and collector street


B. the intersection of two local streets


C. the foot of an expressway ramp


D. the interchange of an expressway

A

From among the street design criteria select those that are correct:


I. curb radii should be 12 ft min


II. Compound curves are preferred over simple curves


III. Traffic lanes should be about 12 ft wide


IV. Parking lanes should generally be avoided


V. Intersections should be at right angles whenever possible

I, III, V

Power lines are generally located above, rather than below, ground because they are:


A. easier to repair


B. faster to install


C. less costly


D. less dangerous

C


Power lines below ground are better than above ground lines in almost every way except cost

From among the following handicapped design criteria, select the INCORRECT statement:


A. Wheelchair paths should not exceed a 1:20 grade


B. Wheelchair ramps should not exceeed a 1:12 grade


C. Wheelchair ramps should not exceed 30 ft in length


D. Wheelchair turning spaces should not be less than 3 ft square

D

Which of the following should be avoided in the design of a large parking lot?


I. Acute angle parking


II. Ramped exit driveway


III. Dead level paved areas


IV. Dead end aisles


V. Pedestrian circulation

III and IV




Level paved areas cause ponding of water and dead end aisles create unnecessary traffic congestion

The primary objective of good pedestrian circulation is


A. economy


B. permanence


C. Safety


D. Speed

C


All the choices are desireable objectives of pedestrian circulation, but safety is primary

Local variation in climate caused by topography, structures, exposure, ground cover, elevation, and water bodies

Microclimate

The narrow range of related conditions, such as temperature, humidity, air movement, and air quality, in which a person is comfortable

comfort zone

What is the average person's comfort zone? (temp and humidity)

65-75 degrees F


30-60 percent humidity

What is the ideal orientation for a structure n the northern hemisphere?

Glass areas should be slightly east of south since the south side of a building receives more radiation in winter and less in summer. With the major glass areas of a building facing south, the benefit of winter sunlight to the interior of a building is most fully realized.

The measure of heat transfer, the number of BTU/hr that will pass through one sq ft of wall or roof when the differece between inside and outside air temper is 1 degree F with a stead rate of heat flow

U factor,




lower = slow heat loss/gain


higher = rapid heat loss/gain

The ability of a material to store heat

thermal inertia

the process by which precipitation goes through a plant before being evaporated

Transpiration

The process by which water soaks into the ground.

Infiltration, aka percolation

water flow that occurs when soil is infiltrated to full capacity

Surface Runoff

the passage of moisture into/through a material or construction in the form of water vapor due to a difference in vapor pressure in the two faces

Moisture Migration

boundary between aerated and water saturated soil that can rise and fall seasonally

Water Table

a reservoir in which debris and sediment from runoff may settle before itenters the storm drain

Catch Basin

the lowest point or lowest inside surface of a drain, sewer, pipe, etc. established due to the dependency of gravity

Invert

In one approach to runoff control, water is held on site in these until the rain subsides and the water can be slowly released without causing flooding

detention pond

the relatively flat land in which a stream flows

Flood plain

zone below vegetation and above ground water table

zone of aeration

zone below ground water table

zone of saturation

What effect does a high water table have on excavation and basements/foundations? (water table = 6'

Construction excavation must be braced and kept dry by pumping.


Basements must be waterproofed, basement wals designed to resist hydrostatic pressure, underground tanks for other structures designed to resist uplift, and the bearing capacity of the foundation soils often reduced.

An underground permeable material through which water flows

aquifer

What determines a soil's bearing capacity?

soil composition

Consists of loose, granular rock particles about 1/4 inch - 3.5 inch in size. It is a coarse grained soil that provides an excellent base for building foundations as well as excellent drainage properties, as it is relatively permeable

gravel

Consists of loose, granular rock particles about .002 inch - 1/4 inch in size. It is neither plastic nor cohesive in its pure state. It is a coarse grained soil that provides an excellent base for building foundations as well as excellent drainage properties, as it is relatively permeable

sand

fine grained sedimentay material deposited from running water. It is .002 in or less in particle size. When mixed in the water, it forms a soft, plastic, sticky material known as mud

silt

fine grained, firm cohesive material formed from the decomposition of certain rock. It is plastic when wet and relatively hard when dry. It is relatively impervious, and it may swell when it absorbs water and shrinks when it dries, making it the least stable and predictable soil for the support of buidings

clay

soil, sand or mud deposited by flowing water

alluvium

soft, dark soil containing decomposed organic matter, poor bearing capacity

humus

rich soil containing equal parts of sand, silt, and clay

loam

A consolidated mixture of gravel, clay, and sand, and it is a good foundation base for buildings

hard pan

Solid material that forms the crust of the earth. It is generally the strongest support for the foundation of a structure

rock, bedrock

fine textured rock

slate, shale

Method of testing soil in which simple excavations that permit direct visual inspection of the actual soil conditions. Open pits allow close up examination of the soil layers as well as access to undisturbed samples for further laboratory testing. Excavating to any substantial depth is costly and they are generally dug below the water table.

Test pits

Method of soil testing where a platform is erected on site and incremental loads are applied; each load increment is maintained until the settlement becomes negligible for a period of several hours. The test continues until the measured settlement becomes regular under subsequent loadings. The test load s usually double the contemplated design load

soil load test

Soil test that is designed to bring up soil samples by means of an an ordinary 2-2.5 inch auger fastened to a long pipe or rod. The auger usually stops at the first obstruction, which may be rock, hardpan, or the stump of a tree. This method is most effective in sand or clay and for depths not exceeding 50 ft

auger borings

This method of soil testing used when the soil is too compact for an auger. These borings are made with a 2-4 inch diameter pipe that is driven into the soil and contains a smaller jet pipe through which water is forced. The material washed up is often thoroughly mixed, thus reducing the dependability of the samples. Another problem with this method is that boulders can be mistake for bedrock. The test can be extended over 100 feet deep

wash borings

This soil test is the most expensive, but also the most reliable. They can penetrate through all materials, to great depths, and bring up complete cores of the material through which they pass. They are made with a diamond drill that is sufficiently hard to cut through rock

core borings

This soil test utilizes a drive pipe with a special split sampling pipe at the tip instead of a drill. The sampling pipe is driven down approximately five inches, then lifted out, and the contents removed and stored. Soil samples are taken every five inches and the removed soil is tested in laboratory

Dry sample borings

Name seven properties that soil is tested for

1. specific gravity to determine void ratio


2. grain size to estimate permeability, frost action, compaction, and shear strength


3. grain shape, to estimate shear strength


4. Liquid and plastic limits to obtain compressability and compaction values


5. Water content, to obtain compressibility and compaction values


6. Void ratio, to determine compressibility


7. unconfined compression, to estimate shear strength

Above this depth soil does freeze, below this depth, it does not. The actual depth varies

Frost line

T/F: A foundation should be built below the site's water table.

F


Building foundations should be located well above the site's water table to avoid potential damage from hydrostatic pressure or capillary action

Drain tile system

Drainage tile with min diameter of 6" are laid in gravel at least 6 inches below the lowest floor slab with the purpose of diverting surface water away from the foundation. Open joints between tiles should be covered with wire screening to prevent clogging and then covered by coarse gravel or stone backfill

Why are slabs on grade placed over several inches of gravel fill?

Slabs on grade not subject to hydrostatic pressure are often placed over a gravel fill several inches thick which prevents water from being drawn into the slab by capillary action

This is used between the slab on grade and the foundation wall to seal the joint against water penetration

water stop

T/F: Under normal conditions, bearing capacity may be increased by simply deepening or increasing the bearing area o the footing.

T

Why should a slab be located above the water table?
to avoid damage from hydrostatic pressure and capillary action
What are four methods to reduce void volume in soil?

Because density of soil is a rough measure of strength, soil improvement often involves a reduction in void volume. This can be achieved by


1. adding a compacted layer of cinders or ash


2. subsurface drainage


3. using a large number of short piles in the ground to compress the upper layer of the earth


4. using heavy machinery such as sheepsfoot rollers

When a building development interrupts or alters the exiting natural drainage system, that system must not be blocked, nor should the flow that is required to handle be increased without increasing the system's capacity.

surface water management

The land adjacent to a building should be sloped away at a grade of at least ____

2%

What slope should a drainage ditch be?

2-10%

What is the max slope of a grassy area?

25%

What is the max slope of unmowed ground cover?

50% if the soil is stable

the addition or removal of earth prior to the start of construction

rough grading

the final distribution of earth at the conclusion of construction. It is generally more precise than the distribution of earth prior to construction and may include the placement of topsoil for landscaping

Finish grading

Earth that is replaced around a foundation or retaining wall after the concrete forms have been removed. The earth should be deposited in layers 6-12 inches in depth and should be thoroughly tamped and compacted to avoid settlement

backfill

A square or rectangular pad of concrete that spreads the column load over a sufficiently large area so that the bearing capacity of the soil is not exceeded

column footing

a continuous spread footing that spreads the wall load over a sufficiently large area so that the bearing capacity of the soil is not exceeded

wall footing

one large footing under the entire building that distributes the load over the entire building area. It is used when soil conditions are poor

raft foundation or mat footing

One large footing that is placed at a depth such that the weight of the soil removed from the excavation is equal to the load of the building and thus little or no new load is added to the underlying soil

boat footing

If upper soils have insufficient bearing capacity to support spread footings, these are used. They are driven deep into the ground. They transfer the load to the soil by skin friction between it and the surrounding soil or by end bearing, where the load is supported by the rock or firm subsoil under its tip

pile

What materials are piles made of?

wood


steel


concrete


composite of two materials

a pile that transmits its load to the soil by skin friction
drilled pile
a pile that transmits its load to the soil by end bearing
drilled caisson
Box like structures used where very wet or soft soils are encountered. They provide a method of constructing foundations below water level and may be formed from timber, steel or concrete. Excavation is performed within it
caissons
For bridge piers or similar construction located in water, the entire area is surrounded with water tight sheet piling, the water is pumped out, and the foundations are then constructed. What is the name of this system of installation?
cofferdam
A temporary wall of wood, steel, or precast concrete to retain the soil around the excavation
sheeting
A type of sheeting in which a narrow trench is filled with a slurry, or soupy mixture, of bentonite clay and water, which resists the pressure of earth. After the trench excavation is completed, reinforcing steel is lowered into the trench, concrete is placed from the bottom up and the slurry is pumped out.
Slurry wall
Diagonal braces used to help the sheeting resist soil pressure
rakers
When using this material for a piling, the piling must be below permanent ground water level
wood
This piling material is either round, square, or octagonal and frequently prestressed
precast concrete
When this material is used for a piling, it is driven with a mandrel core that is removed before pouring
cast in place concrete
When this material is used for a piling, it is driven with a sealed tip, then filled with concrete.
concrete filled steel pipe
This material is used for a piling when there is dense earth and heavy loads
Structural steel - h section
This piling material may be used as a water dam
sheet piling
Consists of asphalt cement and graded aggregates, proportioned and mixed in a plant, transported to the site, spread over a firm foundation, and rolled while still hot.
asphaltic concrete
Consists of cold liquid asphalt and aggregates, proportioned and mixed in a plant, transported to the site, spread over a firm foundation, and rolled while still hot.
cold laid asphalt
this begins with a base of crushed stone, gravel or slag compacted to a smooth surface. it is then sprayed with asphalt emulsion or hot asphalt cement in controlled quantities, covered with fine aggregate, and finally rolled until the smaller aggregate fills the voids in the coarse aggregate
asphalt macadam
This material is very popular and durable for pedestrian traffic. It can be laid over a sand or cement/sand bed, but is far more permanent when laid on a concrete slab foundation. It is important to provide proper drainage because it can become slippery when wet
Brick paving
Small, rectangular, or square blocks of granite that are set in cement mortar to produce a very durable paved surface
granite setts
thin slabs of slate, bluestone, or soapstone installed over a sand bed or with mortar on a concrete slab
flagstone
a systematic method of obtaining optimum value for every dollar spent, considering all project expenditures, including construction, maintenance, operation, and replacement
value analysis

Which of the following will most effectively divert subsurface water away from a building's foundation?


A. Place the foundation below the water table


B. Modify the contours of the site during finish grading


C. Install drainage tiles adjacent to the bottom of footings


D. Provide a bed of coarse gravel at the perimeter of the foundation

C


Subsurface water should be diverted away from a building's foundation by means of drainage tiles laid in a gravel bed.



If the loads of a proposed structure are high relative to the bearing capacity of the soil, one would likely provide


A. a mat footing


B. continuous wall footings


C. combined footings


D. Shallow spread footings

A


A mat footing distributes vertical loads over the entire building area and is used when soil conditions are poor

A system of piles may be appropriate for supporting a structure when


A. moisture in the soil is detected


B. the piles can be placed below ground water level


C. dense earth makes conventional excavation difficult


D. surface soil has low bearing capacity

D


When upper soils have low bearing capacity, piles may be used to transmit a building's loads to deeper, firmer soils

Frost line refers to the level of earth


A. at which the soil bearing value is affected by the weather


B. at which the building foundation should be located


C. below which the footings will not freeze


D. below which the soil does not freeze

D

For a structure with very heavy loads resting on dense earth, which of the following would be most appropriate?


A. Boat footings


B. Jetted footings


C> wood piles


D. structural steel piles

D


Boat footings are used where the underlying soil has a low bearing capacity, jetted piles are rarely used, and wood piles are used for light to moderate loads

Placing a load on a footing results in


A. reduced soil bearing capacity


B. differential settlement


C. A reduction of the soil's void volume


D. shrinkage of the soil

C


As load is placed on a footing, it compresses the soil and reduces the soil's void volume. Although this results in settlement, it is not necessarily differential settlement

The principal purpose of all soil exploration and testing is to determine the


A. bearing capacity of the soil


B. intrinsic character of the soil


C. depth of the water table


D. depth of the bedrock

B


This is a question in which all of the answers are at least partially correct. However, the most inclusive answer is B

The design of a surface drainage system for a residential development is based on a five year storm. During a review, the drainage system is found to be incapable of handling the expected runoff. Therefore, it should be


A. changed to a subsurface system


B. changed to employ non erosive materials


C. designed for a 10 year storm


D. designed for a 100 year storm

C


If design for a 5 year storm is found to be inadequate, one must design for more severe storm such as one that would likely occur every ten years. Designing for a 100 year storm would be excessively cautious, while using a subsurface system or non erosive materials would not necessarily handle a greater amount of runoff

In the residential development of the previous question, runoff might be reduced by using


A. flat roofs, rather than sloped roofs, on the residential units


B. wider eaves on the residential units


C. more paved areas


D. greater areas of vegetation

D

A type of economic cost analysis which evaluates cost in terms of the interaction between different building systems

matrix costing

an organized process to ensure that all building systems perform interactively according to the intent of the architectural and engineering design, and the owners operating needs. Typically includes all HVAC/MEP systems, controls, ductworks and pipe insulationn, renewable and alternate technologies, life safety systems, lighting controls, daylighting systems, and any thermal storage systems.

commissioning

T/F: Commissioning verifies the proper operation of architectural elements such as the buldng envelope, vapor and infiltration control, and gaskets and sealant used to control water infiltration

T

This alternative to full air conditioning used the differential thermal energy in water from an underground well to cool a building during summer and heat a building in the winter

aquifer thermal energy storage




*relatively low cost but may require approval from the local environmental authority before installation

This is produced through a process that converts biomass, such as rapid rotation crops and select farm and animal waster, to a gas that can fuel a gas turbine. The conversion process occurs through anaerobic digestions

biogas

What are a few advantages of biogas?

has relatively high energy production


lends itself to both heat and power production


creates almost zero carbon dioxide emissions


virtually eliminates noxious odors and methane emissions


protects ground water and reduces the landfill burden

What footing type is:


Most economical…$ method.


Delivers load directly to soil.


Area of the footing = load/safe bearing capacity.

Spread footing

Footing type where holes are drilled to firm strata and concrete poured. They’re basically really, really deep spread footings

belled caissons

the study of spatial requirements of humans and the effects of populationdensity on behavior, communication and social interaction

proxemics

systematic investigation process applied to existing buildings toimprove an optimize operating/maintenance.

retro commissioning

Treatment aplied to historic structure where least amount of work done to the building and any interventions are asinconspicuous as possible

preservation

Treatment applied to historic structure that retains and repairs historic materials, but some replacement ofdamaged material is ok, as are additions that convey historic values

rehabilitation

Treatment applied to historic structure that calls for removal of inconsistent features and replacement of missing features inaccordance with the restoration period

restoration

new construction to look like how something existed at an earliertime

reconstruction

term used in historic preservation when you designate certain areas to berepaired or restored at a later date, under a later contract

mothballing