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the neighborhoods of tustin town center: a new ... - City of Tustin

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LAND USE AND TRIP GENERATION<br />

The land uses and trip generation for each neighborhood area and alternatives illustrated in<br />

Figures 4 through 9 are summarized in Tables 2 through 4. The highest Alternative A increase<br />

over existing, by approximately 35%, occurs in Center <strong>City</strong> whereas Sou<strong>the</strong>rn Gateway and<br />

West Village proposed land use changes increase around 20% and 5%, respectively. The trips<br />

generated by <strong>the</strong> land uses assumed in Alternative A for any neighborhood area indicate that<br />

it is less intense than Alternative B by as much as 15% on a daily basis as in <strong>the</strong> case in Center<br />

<strong>City</strong>. Alternative B can be intense by as much as 51% compared to existing and 29% and 15% in<br />

Sou<strong>the</strong>rn Gateway and West Village, respectively. There are three neighborhood areas (Center<br />

<strong>City</strong>, Sou<strong>the</strong>rn Gateway, and West Village) each with two circulation plans that are referred to in this<br />

report as Neighborhood Plans (Alternatives A and B) and two land use alternatives (Alternatives<br />

A and B). The traffic evaluation carried out here for worse-case evaluation purposes uses <strong>the</strong> land<br />

use alternative with <strong>the</strong> highest trip generation (Alternative B) for each Neighborhood Plan under<br />

existing conditions in each <strong>of</strong> <strong>the</strong> Neighborhood Areas. However, it is likely <strong>the</strong> final development<br />

plan for <strong>Tustin</strong> Town Center will be a combination <strong>of</strong> circulation (such as Neighborhood Plan) and<br />

land use alternatives for each Neighborhood Area presented in Figures 4 through 9 and Tables<br />

2 through 4.<br />

EXISTING CONDITIONS<br />

Figure 10 presents <strong>the</strong> circulation system within <strong>the</strong> study area. The existing ADT volumes<br />

are illustrated in Figure 11 and <strong>the</strong> select key intersections evaluated are shown in Figure 12.<br />

Drivers are more likely to perceive traffic problem at intersections ra<strong>the</strong>r than roadway segments,<br />

<strong>the</strong>refore <strong>the</strong> performance <strong>of</strong> intersections using peak hour data is <strong>the</strong> main emphasis <strong>of</strong> <strong>the</strong><br />

evaluation given here. The ICU values for <strong>the</strong>se intersections are summarized in Table 5. As can<br />

be seen here, all intersections are operating better than <strong>the</strong> acceptable level <strong>of</strong> service “D” (ICU<br />

= .90) with LOS “C” or better (ICU = .80 or below). The worst performing intersection with a PM<br />

peak hour ICU <strong>of</strong> .71 under existing conditions is Pasadena Avenue at McFadden Avenue.<br />

Future conditions that are not analyzed here but could affect travel patterns include <strong>the</strong> extension<br />

<strong>of</strong> Newport Avenue from just south <strong>of</strong> Sycamore Avenue to Edinger Avenue which will particularly<br />

affect traffic on Newport Avenue in <strong>the</strong> Sou<strong>the</strong>rn Gateway. To what extent will be <strong>the</strong> subject <strong>of</strong><br />

fur<strong>the</strong>r study at a later date.<br />

A-10 THE NEIGHBORHOODS OF TUSTIN TOWN CENTER<br />

MARKET ANALYSIS AND NEIGHBORHOOD CONCEPT PLANS<br />

STRATEGIC GUIDE 09.21.2010

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