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BOOK 103 FAGE-348 <br />Table 1: Site Information <br />Existing Land Use <br />Designation <br />Existing Land Use <br />Designation <br />Proposed Land Use <br />Designation <br />1. Residential Use Identified in 5's Edition ITE Manuel <br />Single -Family <br />Single -Family <br />2. For Single -Family Uints in Ste Edition ITE Manuel: <br />a. Average Weekday Trip Ends <br />10.1/unit <br />10.1/unit <br />b. P.M. Peak Hour Trip Ends <br />1.01/unit <br />1.01/unit <br />C. Inbound (P.M. Peak Hour) <br />65°/* <br />65% <br />i. Eastbound (P.M. Peak Hour) <br />56% <br />56% <br />ii. Westbound (P.M. Peak Hour) <br />44% <br />44% <br />d. Outbound (P.M. Peak Hour) <br />35% <br />35% <br />i. Eastbound (P.M. Peak Hour) <br />44°/* <br />440/0 <br />ii. Westbound (P.M. Peak Hour) <br />56% <br />56% <br />3. Peak Direction of Oslo Rd. from 58i° Ave. to 82ed Ave. <br />Eastbound <br />Eastbound <br />4. Formula for Determining Number of Peak Hour/Peak <br />Season/Peak Direction Trips Generated. <br />(# of Untis * P.1VI, Peak Hour Rate * Inbound P.IVL <br />Percentage * Inbound -Eastbound Percentage) <br />(3 • 1.01 *.65 *.56) <br />=1.10 <br />(150 1.01 * .65 ' .56) <br />=55.15 <br />5. Formula for Determining Number of Average Weekday <br />Trips Generated: <br />(# of Units * Average Weekday Rate) <br />(3 * 10.1) <br />=30.3 <br />(150 * 10.1) <br />=1,515 <br />The number of Average Weekday Trip Ends associated with the most intense use of the subject <br />property under the existing land use designation is 30.3. This was determined by multiplying the <br />3 units (most intense use) by ITE's single-family residential factor of 10.1 Average Daily Trip <br />Ends/unit. <br />The number of Average Weekday Trip Ends associated with the most intense use of the subject <br />property under the proposed land use designation is 1,515. This was determined by multiplying the <br />150 units (most intense use), by ITE's single-family residential factor of 10.1 Average Daily Trip <br />Ends/unit. <br />Since the county's transportation level of service is based on peak hour/peak season/peak direction <br />characteristics, the transportation concurrency analysis addresses project traffic occurring in the peak <br />hour and affecting the peak direction of impacted roadways. According to ITE, the proposed use <br />generates more volume in the p.m. peak hour than in the am. peak hour. Therefore, the p.m. peak <br />hour was used in the transportation concurrency analysis. The peak direction during the p.m. peak <br />hour on Oslo Road is eastbound. <br />Given those conditions, the number of peak hour/peak season/peak direction trips that would be <br />generated by the most intense use of the subject property under the existing land use designation was <br />calculated to be 1.10. This was determined by multiplying the total number of units allowed (3) <br />under the existing land use designation by ITE's factor of 1.01 p.m. peak hour tripslunit, to determine <br />the total number of trips generated. Of these trips, 65% will be inbound and 35% will be outbound. <br />Of the inbound trips, 56% or 1 will be eastbound. <br />To determine the number of peak hour/peak season/peak direction trips that would be generated by <br />the most intense use of the subject property under the proposed land use designation, the total <br />number of units allowed under the proposed amendment (150) was multiplied by ITE's factor of 1.01 <br />p.m. peak hour trips/1,000 square feet to determine the total number of trips generated (152). Of <br />these trips, 65% will be inbound and 35% will be outbound. Of the inbound trips, 56% or 55 will <br />be eastbound. Therefore. the most intense use of the subject property under the proposed land use <br />designation would generate 54 (55 - 1 = 54) more peak hour/peak season/peak direction trips than <br />the I that would be generated by the most intense use of the subject property under the existing land <br />use designation. <br />NOVEMBER 4, 1997 52 <br />Existing Land Use <br />Designation <br />Proposed Land Use <br />Designation <br />6. Traffic Capacity on This Segment of Oslo Rd, at a LOS <br />600 peak hour/peak <br />600 peak hour/peak <br />-D- <br />season/peak direction <br />season/peak direction <br />trips <br />trips <br />7. Total Segment Demand (Existing Volume+ Vested <br />270 peak/hour/peak <br />270 peak/hour/peak <br />Volume) on This Segment of Oslo Road <br />seasontpeak direction <br />season/peak direction <br />I <br />trip <br />trip <br />The number of Average Weekday Trip Ends associated with the most intense use of the subject <br />property under the existing land use designation is 30.3. This was determined by multiplying the <br />3 units (most intense use) by ITE's single-family residential factor of 10.1 Average Daily Trip <br />Ends/unit. <br />The number of Average Weekday Trip Ends associated with the most intense use of the subject <br />property under the proposed land use designation is 1,515. This was determined by multiplying the <br />150 units (most intense use), by ITE's single-family residential factor of 10.1 Average Daily Trip <br />Ends/unit. <br />Since the county's transportation level of service is based on peak hour/peak season/peak direction <br />characteristics, the transportation concurrency analysis addresses project traffic occurring in the peak <br />hour and affecting the peak direction of impacted roadways. According to ITE, the proposed use <br />generates more volume in the p.m. peak hour than in the am. peak hour. Therefore, the p.m. peak <br />hour was used in the transportation concurrency analysis. The peak direction during the p.m. peak <br />hour on Oslo Road is eastbound. <br />Given those conditions, the number of peak hour/peak season/peak direction trips that would be <br />generated by the most intense use of the subject property under the existing land use designation was <br />calculated to be 1.10. This was determined by multiplying the total number of units allowed (3) <br />under the existing land use designation by ITE's factor of 1.01 p.m. peak hour tripslunit, to determine <br />the total number of trips generated. Of these trips, 65% will be inbound and 35% will be outbound. <br />Of the inbound trips, 56% or 1 will be eastbound. <br />To determine the number of peak hour/peak season/peak direction trips that would be generated by <br />the most intense use of the subject property under the proposed land use designation, the total <br />number of units allowed under the proposed amendment (150) was multiplied by ITE's factor of 1.01 <br />p.m. peak hour trips/1,000 square feet to determine the total number of trips generated (152). Of <br />these trips, 65% will be inbound and 35% will be outbound. Of the inbound trips, 56% or 55 will <br />be eastbound. Therefore. the most intense use of the subject property under the proposed land use <br />designation would generate 54 (55 - 1 = 54) more peak hour/peak season/peak direction trips than <br />the I that would be generated by the most intense use of the subject property under the existing land <br />use designation. <br />NOVEMBER 4, 1997 52 <br />