Orange County NC Website
563 <br /> TABLE 1.R <br /> Trip Generation <br /> Daily AM Peak Hour PMPeakHour <br /> Land LJso Typo ITE Code Amount Total Enter Exit Total Enter Exit Total Enter Exit <br /> Warehousing,1,000 Sq Ft 150 930 3,204 1.602 1,502 270 213 57 288 72 218 <br /> General Office,1.000 Sq Ft 710 50 775 388 387 110 97 13 135 23 112 <br /> Continuing Care Relirement,units 255 0 0 0 0 0 0 0 0 0 0 <br /> Hotel,Rooms 310 200 2,634 317 817 106 63 43 120 61 59 <br /> Shopping Center,1,000 Sq Ft 820 58.8 4,809 2,405 2,404 11.3 70 43 420 202 218 <br /> High-Turnavor(Sil-Dawn)Rostnuront,1,000 Sq Ft 932 S 93G 1 318 1 218 1 67 3G 31 93 so 43 <br /> High-Turnover(Sit-Dovon)Restaurant,1,000 Sq FI 932 8 1,018 1 509 5,09 1 107 57 1 50 1 148 1 80 G8 <br /> Fast-Food Restaurant with Drive-Thru Window, 1KSq FI 934 5 1 2,481 1 1,241 1,240 1 2Z8 116 112 1 164 1 85 79 <br /> SUblotal 31.4,5571 7,280 7,277 1 1,001 1 551 350 1 1,3613 1 573 795 <br /> internal captaw <br /> General Office 132 GG GG 22 20 12 31 10 21 <br /> Hotel 779 139 139 12 3 9 39 74 15 <br /> Shopping Center 818 409 409 20 11 9 175 99 76 <br /> High-Turnover(Sit-Dawn)Restaurant 108 54 S4 5 3 3 40 18 22 <br /> Hi h-Turnover(Sit-Down)Restaurant 174 87 87 11 5 6 63 29 34 <br /> Fasi-Food RertaaraW wiih Drive-Thru Window 422 211 211 21 9 12 71 31 40 <br /> Internal ap ure 1.922 9GG 96G 102 Si 51 419 211 209 <br /> Total External Trips 12,5251 6,314 6 311 899 I= 299 949 362 587 <br /> Pass-By in <br /> TolaI Pass-By Trips 10%of ad'acenl roadway Iris 72 1 36 36 1 74 1 37 37 <br /> Total Net External Trips 1t1525 61314 51311 827 1 564 1 263 1 875 1 325 550 <br /> 'Internal Capture calculated using NCHRP 684-AM-8%,PM-26%,17%used for Daily(average of AM and PM) <br /> 4.12 What are the assumptions in determining future traffic counts and impacts? <br /> The Triangle Regional Model takes the following assumptions into account when estimating future <br /> traffic volumes: <br /> ■ Population and employment projections to 2045 in Orange,Wake Chatham and surrounding <br /> counties with a base assumption of 100% maximum growth based on current land uses <br /> ■ All current and future federally and regionally-funded transportation projects are completed <br /> ■ All existing and committed road improvement projects are completed <br /> ■ All future transportation projects from 2025—2045 are completed <br /> ■ Any data, analysis,alternative scenarios and results are checked by multiple sources including <br /> Triangle J Council of Governments, UNC Chapel Hill, Durham-Chapel Hill-Carrboro Municipal <br /> Planning Organization and Capital Area Metropolitan Planning Organization. <br /> 4.13 What type of scenarios were explored regarding access to the proposed RTLP project? <br /> Throughout the design and review process,three scenarios were explored by the applicant, NCDOT, and <br /> Orange County staff, as detailed below: <br /> ■ Scenario A- Full stop-control access at Service Road/Old NC 86 <br /> The original Traffic Impact Assessment submitted called for this intersection to be stop controlled <br /> with a left turn (northbound) and a right turn (southbound) on the Service Road. There was concern <br /> from NCDOT that traffic backing up at the on-ramp to 1-40 East would cause issues with using this <br /> section, and instead,suggested that traffic be re-routed to Davis Road or configured to allow more <br /> storage on the Service Road as well as on Old NC 86 northbound. <br /> ■ Scenario B- Full stop-control access at Davis Road/Driveway D (Currently proposed) <br /> Based on NCDOT comments with criteria for developing the Service Road exit,the developer chose <br /> to change the Service Road to a right in/right out only and to push all traffic leaving the site toward <br /> 1-40 to utilize Davis Road. The proposal is for traffic to leave Driveway D with a left turn on Davis <br /> Road and then a left at the signalized junction with Old NC 86 to approach 1-40. <br /> ■ Scenario C-Signalized light at Service Road/Old NC 86 <br /> A proposal was suggested to turn the junction of the Service Road/Old NC 86 to a full signalized <br /> intersection instead of a stop-controlled intersection, but based on pushback from <br /> businesses/residences along Old NC 86,this option was not pursued. <br /> 13 <br />