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Table 1- Land Uses and Traffic Generation
<br />AM Peak
<br />PM Peak Daily
<br />Park Area'
<br />Zone/Block Code Land Use Dwelling Units Sq. ft. (sq. ft.) ITE Code' Total In Out Total In Out Total
<br />14c 3 Fast Food Restaurantw/Drive-Through 4,800
<br />15 3 Shopping Center 135,986
<br />16 3 Retail 94,960
<br />17a 3 Sit Down Restaurant 6,000
<br />17b 3 Sit Down Restaurant 5,470
<br />17c 3 Sit Down Restaurant 5,470
<br />17d 0 City Park w/ Lake 480,000
<br />934
<br />820
<br />820
<br />931
<br />931
<br />931
<br />190
<br />109
<br />76
<br />4
<br />4
<br />4
<br />97
<br />66
<br />46
<br />2
<br />2
<br />2
<br />93
<br />42
<br />30
<br />2
<br />2
<br />2
<br />129
<br />406
<br />283
<br />36
<br />33
<br />33
<br />67
<br />199
<br />139
<br />24
<br />22
<br />22
<br />62
<br />207
<br />145
<br />12
<br />11
<br />11
<br />1905
<br />4671
<br />3262
<br />432
<br />394
<br />394
<br />18a 1 Condos 80 230 28 5 23 33 22 11 372
<br />18b 1 Condos 69 230 24 4 20 29 19 9 321
<br />18c 1 Condos 48 230 17 3 14 20 13 7 223
<br />18d 1 Townhomes 32 230 11 2 9 13 9 4 149
<br />19a 1 Townhomes 52 230 18 3 15 22 14 7 242
<br />19b 1 Single Family - Detached 14 210 8 2 6 11 7 4 107
<br />19c 1 Townhomes 31 230 11 2 9 13 9 4 144
<br />20a 1 Townhomes 42 230 15 3 12 17 12 6 195
<br />20b 1 Single Family - Detached 14 210 8 2 6 11 7 4 107
<br />20c 1 Townhomes 28 230 10 2 8 12 8 4 130
<br />21a 1 Townhomes 77 230 27 5 22 32 21 11 358
<br />21b 1 Townhomes 90 230 32 5 26 37 25 12 418
<br />22a 1 Single Family - Detached 23 210 14 3 10 19 12 7 176
<br />22b 1 Townhomes 72 230 25 4 21 30 20 10 335
<br />23a 1 Single Family - Detached 44 210 26 7 20 36 22 13 337
<br />23b 1 Single Family - Detached 19 210 11 3 9 15 10 6 145
<br />24a 1 Single Family - Detached 7 210 4 1 3 6 4 2 54
<br />24b 0 City Park w/ Lake & Amphitheater 320,000 •-I _
<br />24c 1 Single Family - Detached 17 210 10 3 8 14 9 5 130
<br />Total 1,982 1,724,042 1,484,249 3,889 2,272 1,618 5,502 2,578 2,924 57,079
<br />Notes:
<br />Residential Total (Code 1)
<br />Office Total (Code 2)
<br />Retail Total (Code 3)
<br />1,982 0
<br />0 861,111
<br />0 862,931
<br />1,982 1,724,042
<br />748
<br />1,755
<br />1,386
<br />3,889
<br />153
<br />1,326
<br />792
<br />2,272
<br />595
<br />429
<br />594
<br />1,618
<br />916
<br />1,422
<br />3,164
<br />5,502
<br />595
<br />395
<br />1,588
<br />2,578
<br />322
<br />1,027
<br />1,576
<br />2,924
<br />9,953
<br />13,177
<br />33,949
<br />57,079
<br />' Due to the minimal amount of traffic generated by parks, they were not considered traffic generators in the original study. Likewise, parks are not considered traffic generators in this
<br />forecast.
<br />7 The trip generation was based on the methods and average rates published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 8th Edition.
<br />'The traffic generated by the park and ride was included in the analysis of the original study, however the unspecified volumes were added directly to the intersection traffic assignment
<br />instead of being listed with the other trip generation numbers. Accordingly, the traffic volumes generated by the park and ride facitiliy are not considered with the rest of the generated
<br />traffic in this forecast.
<br />^The number of dwelling units (DU) for the hotel was obtained by proportioning the proposed hotel to the hotel in the original study via the their respective footprints. The hotel was
<br />modeled as having 32 rooms.
<br />s Mortuary is assumed to operate similarly to a cemetary with 3 employees (ITE Land Use Code 566).
<br />s Currently, there is no data for daily traffic volumes generated by 534 - Private School (K-8). For public elementary, junior high, and high schools, the ratio of the total daily traffic to the
<br />A.M. peak hour traffic is approximately 3.0. The total daily traffic generated by the charter school was calculated by multiplying the A.M. peak hour traffic by a factor of 3.0.
<br />7 Due to the lack of data for total weekday trips generated by 945 - Gas Station w/Convenience Store using square footage, the total weekday trips were calculated using the number of
<br />fueling positions. Based on the typical size of gas stations currently being constructed, it was assumed that new gas station will have 12 fueling positions.
<br />The forecasts reflect a 20% internal capture rate consistent with the original AUAR's traffic impact study.
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