Table of Contents Table of Contents
Previous Page  52 / 115 Next Page
Information
Show Menu
Previous Page 52 / 115 Next Page
Page Background

48

6

Design Guidance

6.4 Intersection Design Guidance

Basic costs for intersection treatments are indicated in Figure 6.12 (C). The actual

cost will vary somewhat depending on the size (number and width of lanes) as

well as the traffic control devices already in place. Crossing width is used to de-

termine whether to use a mast arm rather than a strand wire signal. Up to 70 feet

is a reasonable length for a mast arm; longer crossings are permissible, up to 84

feet, but the width of the base, foundation and other materials increase. Three

to four feet at the tip of the mast arm is reserved for a sign, and about 16 feet at

the pole end is needed to clear the sidewalk and buffer. This translates into a

functional crossing width of about 48 feet, or four lanes of traffic.

Because intersections are such highly visible locations, they get noticed much

more than other parts of the street. Therefore, textured / colored pavement

treatments, wayfinding signage, and quality amenities like furniture and pedes-

trian-scale lighting features tend to have superior cost-benefit characteristics.

The design criteria in Figure 6.12 (D), adapted from the NCDOT Traditional Neigh-

borhood Design Manual, may be adjusted according to NCDOT standard poli-

cies on state-maintained streets inside of Morrisville. These criteria fit pedestrian-

oriented areas; higher design values may be required on higher-speed streets

with little pedestrian and bicycle activity.

Figure 6.12 (B) illustrates some common design considerations.

A. Ensure that all intersections have ADA curb ramps designed to

NCDOT and national specifications, and that other features like

light poles (shown here with a required pedestrian countdown

signal head) allow for easy movement of wheelchair users.

B. Wayfinding signage should be consistent, and consistently

located to ensure high visibility. Again, allowing for at least

40” of clear space around the sign is desirable, as are viewing

characteristics that support ADA populations.

C. Similarly, water fountains like the one shown here should allow

maneuverability without sacrificing accessibility.

D. Waste receptacles should be conveniently-placed, highly visible,

and emptied frequently.

E. The curb extension shown here is desirable in downtown locations

to help reduce pedestrian crossing distances, provide a more

secure parking area behind the extension, and slow traffic

turning speeds.

Intersection Treatments and Amenities

Typical

Cost

Cost Unit

Basic Infrastructure

Sidewalks

$53 linear foot

Curbing

$27 linear foot

Signal Mast Arm with Signal*

$150,000

each

Signal Mast Arm (Double) with 2 Signals* $175,000

each

Strand (Wire) Signal Pole with Signal*

$80,000

each

Pedestrian Signal

$1,900

each

Sign and Post

$250

each

Wayfinding Sign

$500 -

$1,000

each

ADA Ramp

$1,200

each

Amenities

Bike Racks (Inverted 'U', 2 bicycles)

$700

each

Crosswalk (Tape, Transverse Lines)

$100

each

Crosswalk (Tape, Ladder)

$300

each

Crosswalk (Textured Concrete)

$20,000

each

Refuge Island

$10,000-

$40,000

each

Curb Extension

$10,000

each

corner

Raised Crosswalk (Speed Table)

$2,500

each

Speed Hump

$2,000

each

*Note: Does not include site-specific cost of installation, e.g.,

electrical and wiring, foundations.

Street Intersection

Land Use

Posted Speed Curb Radius Planting Strip Sidewalks

Bike Treatment

Alley

Commercial

<20mph

15'

0' - 3'

None

None

Local - Residential

Low-Density Residential

25mph

15'

3'

5' one side Wide Outside Lane

Local - Activity Center Mixed Residential-Commercial

15-25mph

15'-20'

6' or greater 8' two sides Wide Outside Lane or Sharrows

Collector

Mixed Residential-Commercial

25-35mph

20'-25'

5' Min.

5' two sides Wide Outside Lane or Sharrows

Minor Arterial

Medium Density Res.-Commercial 35-45mph

25'

8' Min.

5' two sides 4' - 6' Bicycle Lane

Major Arterial

Commercial

35-55mph

25' +

8' Min.

5' two sides 6' Bicycle Lane

Intersections at roadways deserve special treatment and consideration

in the planning and design processes for several reasons:

Intersections are where the majority of conflicts between cars,

pedestrians, and cyclists occur;

Intersections mark transition zones between one type of road-

way and another, often with each road having different capac-

ity and speed characteristics; and

Intersections are the places where the highest land values and

most space are typically provided, often generating higher in-

tensity developments than typically occur mid-block.

Streets and intersections can be broken down into five categories, as

shown in Figure 6.12 (A). The street zone is everything between the curb

lines; but what happens in the other four zones leading into the built up

area is equally as important to ensure compatibility between street and

development design. The width of each area depends on the intensity

of the land use and the amount of available right-of-way and setbacks

from buildings. Narrower setbacks may be desirable in lower speed ar-

eas to help create the feeling of an enclosed space to slow traffic and

create a more walkable community. In such cases, the Streetscape and Amenity Zones

are often one and the same, and the door zone becomes narrow with special attention

paid to entranceways and window-driven retail opportunities.

Figure 6.12 (A)

Figure 6.12 (B)

Figure 6.12 (C)

Figure 6.12 (D)