Laserfiche WebLink
BOOK 107 PAGE131 I <br />Table 1: Site Information <br />Existing Land Use <br />Designation <br />Proposed Land Use <br />Designation <br />I. Land Use Identified in 5`" Edition ITE Manuel <br />Single -Family <br />Retail Shopping Center <br />a. Average Weekday Trip Ends <br />10.1/unit <br />77/1,000 sq. ft. <br />b. P.M. Peak Hour Trip Ends <br />1.01/unit <br />7.05/1,000 sq. ft. <br />C. Inbound (P.M. Peak Hour) <br />65% <br />48% <br />i. Northbound (P.M. Peak Hour) <br />47% <br />47% <br />ii. Southbound (P.M. Peak Hour) - <br />53% <br />53% <br />d. Outbound (P.M. Peak Hour) <br />35% <br />52% <br />i. Northbound (P.M. Peak Hour) <br />47% <br />47% <br />ii. Southbound (P.M. Peak Hour) <br />- 53% <br />53% <br />3. Peak Direction of U.S. 1 from 49'" St.. to 651" St. <br />Southbound <br />Southbound <br />4. Number of Peak Hour/Peak Season/Peak Direction Trips <br />Generated: <br />15 <br />126 <br />5. Number of Average Weekday Trips Generated: <br />424 <br />5,469 <br />6. Traffic Capacity on This Segment of U.S. 1, at a LOS <br />D <br />2,650 peak hour/peak <br />season/peak direction <br />trips <br />2,650 peak houripeak <br />season/peak direction <br />trips <br />7. Total Segment Demand (Existing Volume+ Vested <br />Volume) on This Segment of U.S. 1 <br />1,272 peak/hour/peak <br />season/peak direction <br />trips <br />1,272 peak/hour/peak <br />seasonipeak direction <br />trips <br />The number of Average Weekday Trip Ends associated with the most intense use of the subject <br />properties under the existing land use designation is 424. This was determined by multiplying the <br />42 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 />properties under the proposed land use designation is 5,469. This was determined by multiplying <br />the 70,700 square feet of shopping center use (most intense use) by ITE's shopping center fitted <br />curve factor of 77 Average Daily Trip Ends/1,000 square feet. <br />Since the county's transportation level of service is based on peak hour/peak season/peak direction <br />characteristics, the transportation concunrency 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 a.m. 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 U.S. 1 is southbound. <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 area under the existing land use designation was <br />calculated to be 16. This was determined by multiplying the total number of units allowed (42) <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, 53% or 15 will be northbound. <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 area under the proposed land use designation, the total square <br />footage of shopping center allowed under the proposed amendment (70,700) was multiplied by ITE's <br />September 22, 1998 <br />