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HomeMy WebLinkAbout210236 Lendire Mixed Use Scoping Packet_2021.06.11_WMPOHome Office: Wilmington Regional Office: Serving the Southeast since 2002 119 Brookstown Ave. Suite PH1 5917 Oleander Dr, Suite 206 Winston-Salem, NC 27101 Wilmington, NC 28403 Main: 336.744.1636; Fax: 336.458.9377 Main: 910.251.8912; Fax: 336.458.9377 June 11, 2021 Transportation Impact Analysis (TIA) Scoping Request Lendire Mixed Use (DAVENPORT Project Number 210236) New Hanover County, NC Proposed Land Uses LUC 221 – 694 Apartments/Townhomes LUC 710 – 26,000 square feet of General Office LUC 720 – 10,000 square feet of Medical Office LUC 820 – 29,000 square feet of Shopping Center LUC 932 – 7,000 square feet of High-Turnover (Sit-down) Restaurant LUC 934 – 2,500 square feet of Fast-Food Restaurant with Drive-thru Proposed Study Intersections 1.US 17 (Market Street) at SR 1403 (Middle Sound Loop Road)/SR 2892 (Lendire Road) 2.SR 2892 (Lendire Road) at Site Access 3 3.US 17 (Market Street) at Site Access 1 (RIRO) 4.US 17 (Market Street) at Site Access 2 (RIRO, RI/RO/LI or Full) Proposed annual growth rate – 1% Analysis Periods – Weekday AM peak (7:00-9:00 am) and PM peak (4:00-6:00 pm) TIA Analysis Scenarios: •2021 Existing Conditions •2023 Future No-Build Conditions •2023 Future Build Conditions •2023 Future Build Conditions with Improvements (as necessary) •2040 TIP Build Year Analysis (U-4751) Trip Generation – Based on ITE Trip Generation Manual 10th Edition, Proposed site trip directional distribution – TBD based on background counts Existing Traffic Counts – Counts to be collected at: 1.US 17 (Market Street) at SR 1403 (Middle Sound Loop Road)/SR 2892 (Lendire Road) 2.US 17 (Market Street) at SR 1929 (Wendover Drive) 3.US 17 (Market Street) at Jackson Hewett/PB Driveway 4.SR 2892 (Lendire Road) at Ogden Business Lane Counts will be adjusted to pre-COVID values based on mutually agreeable process. Approved developments – n/a unless instructed otherwise Committed Improvements – U-4751, Military Cutoff Extension Received June 14, 2021 5. US 17 (Market Street) at Wendover Lane 24 Hour Two-Way Land Use ITE Land Code Data Source Volume Enter Exit Enter Exit Apartments/ Townhomes 221 694.0 Dwelling Units Adjacent/ Equation 3,781 60 169 174 111 General Office 710 26.0 1000 GFA Generator/ Equation 287 45 6 17 77 Medical Office 720 10.0 1000 GFA Adjacent/ Rate 348 22 6 10 25 Retail 820 29.0 1000 GLA Adjacent/ Equation 1,095 17 10 53 57 High-Turnover (Sit- down) Restaurant 932 7.0 1000 GFA Generator/ Rate 785 56 42 63 59 Fast Food Restaurant with Drive Thru 934 2.5 1000 GFA Adjacent/ Rate 1,177 51 49 43 39 7,473 251 282 360 368 -13 -11 -8 -7 -7 -5 -34 -29 -30 -14 -28 -43 -4 -25 -28 -18 - -54 -55 -98 -97 0 0 -8 -8 0 0 -17 -17 -19 -19 -13 -13 - -19 -19 -38 -38 - 178 208 224 233 LUC 934 Fast Food Restaurant with Drive Thru (49%AM, 50% PM) Table 4.2 - ITE Trip Generation Lendire Mixed Use, New Hanover County Average Weekday Driveway Volumes AM Peak Hour PM Peak Hour Size Total Pass-By Peak Reduction Total Adjusted (Primary) Trips LUC 820 General Retail (0%AM, 34% PM) Total Unadjusted Trips Office Internal Capture Residential Internal Capture Retail Internal Capture Total Internal Trips Reduction Restaurant Internal Capture LUC 932 High-Turnover (Sit-down) Restaurant (0%AM, 43% PM) Project Name: Organization: Project Location: Performed By: Scenario Description:AM Peak Date: Analysis Year: Checked By: Analysis Period: Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 710, 720 36 1000 Sq. Ft. GFA 79 67 12 Retail 820 29 1000 Sq. Ft. GLA 27 17 10 Restaurant 932, 934 9.5 1000 Sq. Ft. GFA 198 107 91 Cinema/Entertainment 0 Residential 221 694 Dwelling Units 229 60 169 Hotel 0 All Other Land Uses2 0 533 251 282 Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office 1.10 0% 0% 1.10 0% 0% Retail 1.10 0% 0% 1.10 0% 0% Restaurant 1.10 0% 0% 1.10 0% 0% Cinema/Entertainment 1.10 0% 0% 1.10 0% 0% Residential 1.10 0% 0% 1.10 0% 0% Hotel 1.10 0% 0% 1.10 0% 0% All Other Land Uses2 1.10 0% 0% 1.10 0% 0% Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 4 8 0 0 Retail 3 1 1 0 Restaurant 10 2 3 0 Cinema/Entertainment 0 0 0 0 0 Residential 2 2 24 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 587 277 310 Office 20% 92% Internal Capture Percentage 20% 22% 19% Retail 42% 45% Restaurant 28% 15% External Vehicle-Trips5 424 197 227 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 6% 15% External Non-Motorized Trips6 0 0 0 Hotel N/A N/A NCHRP 684 Internal Trip Capture Estimation Tool Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0 Cinema/Entertainment Development Data (For Information Only ) 0 0 0 Estimated Vehicle-Trips3 Land Use Lendire Mixed Use Table 2-A: Mode Split and Vehicle Occupancy Estimates Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To)Origin (From) Origin (From)Destination (To) Cinema/Entertainment Land Use Entering Trips Exiting Trips Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 1Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 6Person-Trips *Indicates computation that has been rounded to the nearest whole number. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 4Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete. New Hanover County AM Street Peak Hour DAVENPORT kkoilada 2021 Project Name: Organization: Project Location: Performed By: Scenario Description:PM Peak Date: Analysis Year: Checked By: Analysis Period: Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 710, 720 36 1000 Sq. Ft. GFA 129 27 102 Retail 820 29 1000 Sq. Ft. GLA 110 53 57 Restaurant 932, 934 9.5 1000 Sq. Ft. GFA 204 106 98 Cinema/Entertainment 0 Residential 221 694 Dwelling Units 285 174 111 Hotel 0 All Other Land Uses2 0 728 360 368 Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office 1.10 1.10 Retail 1.10 1.10 Restaurant 1.10 1.10 Cinema/Entertainment 1.10 1.10 Residential 1.10 1.10 Hotel 1.10 1.10 All Other Land Uses2 1.10 1.10 Office Retail Restaurant Residential Hotel Office 600 600 1500 Retail 1500 Restaurant 1500 Cinema/Entertainment Residential 1500 1500 Hotel Office Retail Restaurant Residential Hotel Office 4 2 2 0 Retail 1 18 13 0 Restaurant 3 29 15 0 Cinema/Entertainment 0 0 0 0 0 Residential 5 4 10 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 801 396 405 Office 30% 7% Internal Capture Percentage 26% 27% 26% Retail 64% 51% Restaurant 26% 44% External Vehicle-Trips5 535 263 272 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 16% 16% External Non-Motorized Trips6 0 0 0 Hotel N/A N/A *Indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 2021 PM Street Peak Hour Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only )Estimated Vehicle-Trips3 Table 2-P: Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Exiting Trips Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (From)Destination (To) NCHRP 684 Internal Trip Capture Estimation Tool Lendire Mixed Use DAVENPORT New Hanover County kkoilada Cinema/Entertainment 0 0 Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)Destination (To) Cinema/Entertainment 6Person-Trips 1Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P. 0 Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made 0 0 Trip Generation Summary Open Date: Analysis Date: 6/4/2021 6/4/2021Project: Lendire Mixed Use Alternative: Alternative 1 Phase: ITE Land Use Enter Exit Enter ExitEnter Exit TotalTotal Total *** Weekday Average Daily Trips Weekday AM Peak Hour of Adjacent Street Traffic Weekday PM Peak Hour of Adjacent Street Traffic 221 Apartments/Townhomes 694 Dwelling Units 1891 1890 3781 60 169 229 174 111 285 710 OFFICEGENERAL 1 26 1000 Sq. Ft. GFA 144 143 287 0 0 720 OFFICEMEDICAL 1 10 1000 Sq. Ft. GFA 174 174 348 22 6 28 10 25 35 820 CENTERSHOPPING 1 29 1000 Sq. Ft. GLA 548 547 1095 17 10 27 53 57 110 932 RESTAURANTHT 1 7 1000 Sq. Ft. GFA 393 392 785 0 0 934 FASTFOOD-DRIVE 1 2.5 1000 Sq. Ft. GFA 589 588 1177 51 49 100 43 39 82 Unadjusted Volume 3739 3734 7473 150 234 384 280 232 512 Internal Capture Trips 0 0 0 28 28 56 73 73 146 0 0 0 19 19 38 20 20 40 3739 3734 7473 103 187 290 187 139 326 Pass-By Trips Volume Added to Adjacent Streets Total Weekday Average Daily Trips Internal Capture = 0 Percent Total Weekday AM Peak Hour of Adjacent Street Traffic Internal Capture = 15 Percent Total Weekday PM Peak Hour of Adjacent Street Traffic Internal Capture = 29 Percent P. 1TRIP GENERATION 10, TRAFFICWARE, LLC Source: Institute of Transportation Engineers, Trip Generation Manual 10th Edition - Custom rate used for selected time period.* Trip Generation Summary Open Date: Analysis Date: 6/4/2021 6/4/2021Project: Lendire Mixed Use Alternative: Alternative 1 Phase: ITE Land Use Enter Exit Enter ExitEnter Exit TotalTotal Total *** Weekday Average Daily Trips Weekday AM Peak Hour of Generator Weekday PM Peak Hour of Generator 221 Apartments/Townhomes 694 Dwelling Units 1891 1890 3781 0 0 710 OFFICEGENERAL 1 26 1000 Sq. Ft. GFA 144 143 287 45 6 51 17 77 94 720 OFFICEMEDICAL 1 10 1000 Sq. Ft. GFA 174 174 348 0 0 820 CENTERSHOPPING 1 29 1000 Sq. Ft. GLA 548 547 1095 0 0 932 RESTAURANTHT 1 7 1000 Sq. Ft. GFA 393 392 785 56 42 98 63 59 122 934 FASTFOOD-DRIVE 1 2.5 1000 Sq. Ft. GFA 589 588 1177 0 0 Unadjusted Volume 3739 3734 7473 101 48 149 80 136 216 Internal Capture Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3739 3734 7473 101 48 149 80 136 216 Pass-By Trips Volume Added to Adjacent Streets Total Weekday Average Daily Trips Internal Capture = 0 Percent Total Weekday AM Peak Hour of Generator Internal Capture = 0 Percent Total Weekday PM Peak Hour of Generator Internal Capture = 0 Percent P. 1TRIP GENERATION 10, TRAFFICWARE, LLC Source: Institute of Transportation Engineers, Trip Generation Manual 10th Edition - Custom rate used for selected time period.* SITE FIGURE 2A SITE LOCATION MAP US 17 (Market Street) SITE STUDY INTERSECTIONS EXISTING PROPOSED FIGURE 2B VICINITY MAP 1 2 3 4 Lendire Road Lendire Road (Private)