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Middlesound West TIA FINAL 06.24.2019This report is printed on recycled paper with 30% post-consumer content. All paper is FSC Certified. The entire document, including binding, is 100% recyclable. TRANSPORTATION IMPACT ANALYSIS June 24, 2019 Middlesound West Wilmington, NC Prepared for Tribute Investment & Development, Inc. Project #: 190231 Home Office: Wilmington Regional Office: Serving the Southeast since 2002 119 Brookstown Ave. Suite PH1 3722 Shipyard Boulevard, Suite E Winston-Salem, NC 27101 Wilmington, NC 28403 Main: 336.744.1636; Fax: 336.458.9377 Main: 910.251.8912; Fax: 336.458.9377 Transportation Impact Analysis Middlesound West Wilmington, NC Prepared for Tribute Investment & Development, Inc. June 24, 2019 Analysis by: Tou Lee, EI Drafting/Graphics by: Krupa Koilada Reviewed by: Dan Cumbo, PE Amandeep Bindal, PE, PTOE Amandeep Bindal, PE, PTOE Sealed by: Amandeep Bindal, PE, PTOE This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client. SEAL This report is printed on recycled paper with 30% post-consumer content. All paper is FSC Certified. The entire document, including binding, is 100% recyclable. 6/24/2019 Middlesound West – Transportation Impact Analysis 1 Middlesound West – Transportation Impact Analysis Wilmington, NC Prepared for Tribute Investment & Development, Inc. June 24, 2019 Table of Contents 1.0 Introduction ............................................................................................................. 2 Figure 1 – Site Plan ..................................................................................................... 3 Figure 2A – Site Location Map .................................................................................... 4 Figure 2B – Vicinity Map .............................................................................................. 5 2.0 Existing Conditions ................................................................................................ 6 2.1 Inventory ................................................................................................................ 6 2.2 Existing Traffic Volumes ........................................................................................ 6 Figure 3 – Existing Lane Geometry ............................................................................. 7 Figure 4 – 2019 Existing Traffic Volumes .................................................................... 8 3.0 Approved Developments and Committed Improvements ................................... 9 3.1 Approved Developments ........................................................................................ 9 3.2 Committed Improvements ...................................................................................... 9 4.0 Methodology ......................................................................................................... 10 4.1 Base Assumptions and Standards ....................................................................... 10 4.2 Trip Generation .................................................................................................... 10 4.3 Trip Distribution .................................................................................................... 11 4.4 2021 Future No Build Traffic ................................................................................ 11 4.5 2021 Future Build Total Traffic ............................................................................. 11 Figure 5 – Trip Distribution ........................................................................................ 12 Figure 6 – 2021 Future No Build Volumes ................................................................. 13 Figure 7 – Site Trips .................................................................................................. 14 Figure 8 – 2021 Future Build Volumes ...................................................................... 15 5.0 Capacity Analysis ................................................................................................. 16 5.1 Level of Service Evaluation Criteria ..................................................................... 16 5.2 Level of Service Results ...................................................................................... 17 6.0 Queue Results ...................................................................................................... 22 Figure 9 – Recommended Improvements .................................................................. 24 7.0 Summary and Conclusion ................................................................................... 25 Appendix ...................................................................................................................... 26 6/24/2019 Middlesound West – Transportation Impact Analysis 2 Middlesound West – Transportation Impact Analysis Wilmington, NC Prepared for Tribute Investment & Development, Inc. June 24, 2019 1.0 Introduction The Middlesound West development is to be located on the north quadrant of the intersection of Middle Sound Loop Road and Lendire Road in Wilmington, North Carolina. As currently planned, this site development proposes 49 dwelling units of multifamily housing (low-rise), 240 dwelling units of multifamily housing (mid-rise), and 32 employee small office building. Two (2) accesses are proposed to the site, one full access on Lendire Road and one full access on Lendire Access Road. Figure 1 shows the site plan. The site location and vicinity map are illustrated in Figure 2A and Figure 2B respectively. DAVENPORT was retained to determine the potential traffic impacts of this development and to identify transportation improvements that may be required to accommodate the impacts of both background traffic and new development traffic. The following intersections were included in the study: x US 17 (Market Street) at SR 1403 (Middle Sound Loop Road) x US 17 (Market Street) at Lendire Access Road (not state maintained) x SR 1403 (Middle Sound Loop Road) / SR 2892 (Lendire Road) at Lendire Access Road (not state maintained) x SR 2892 (Lendire Road) at Site Access 1 x Leandire Access Road (not state maintained) at Site Access 2 The intersections were analyzed during the AM (7-9 am) and PM (4-6 pm) peaks for the following conditions: x 2019 Existing Conditions x 2021 Future No Build Conditions x 2021 Future Build Conditions x 2021 Future Build Conditions with Improvements The Wilmington Metropolitan Organization (WMPO) and NCDOT were contacted to obtain background information and to ascertain the elements to be covered in this Transportation Impact Analysis (TIA). The approved scope for this TIA is included in the appendix. Information regarding the property was provided by Tribute Investment & Development, Inc. Fi g u r e 1 : S i t e P l a n FIGURE 2A SITE LOCATION MAP SITE INDICATOR FIGURE 2B VICINITY MAP STUDY INTERSECTIONS BACKGROUND PROPOSED SITE 6/24/2019 Middlesound West – Transportation Impact Analysis 6 2.0 Existing Conditions 2.1 Inventory A field investigation was conducted by DAVENPORT staff to determine the existing roadway conditions in the study area. Table 2.1 contains the results of this effort. Figure 3 illustrates the existing lane geometry. Table 2.1 - Street Inventory Facility Name Route # Typical Cross Section Pavement Width Speed Limit Maintained By Market Street US 17 4-Lane Undivided with TWLTL Approx. 60’ 45 MPH NCDOT Middle Sound Loop Road SR 1403 2-Lane Undivided Approx. 24’ 35 MPH NCDOT Lendire Road SR 2892 2-Lane Undivided Approx. 20’ 35 MPH NCDOT Lendire Access Road N/A 2-Lane Undivided Approx. 20’ Not Posted City of Wilmington 2.2 Existing Traffic Volumes Existing traffic volumes for this project were collected by DAVENPORT staff. Table 2.2 contains the dates these counts were conducted. Schools were in session at the time of traffic counts. A system peak hour was used for the traffic analysis. The AM peak hour occurred from 7:15 to 8:15 AM and the PM peak hour occurred from 5:00 to 6:00 PM. Figure 4 shows the 2019 existing AM and PM peak hour volumes. More information can be found in the Traffic Volume Data section of the appendix. Table 2.2 - Traffic Volume Data Count Location: Date Taken: By: US 17 at Middle Sound Loop Road 04/24/2019 DAVENPORT US 17 at Lendire Access Road 04/24/2019 DAVENPORT Lendire Road at Lendire Access Road 04/25/2019 DAVENPORT *** NOT TO SCALE *** PROJECT NUMBER 190231 MIDDDLESOUND WEST WILMINGTON, NC SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared. Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. FIGURE3EXISTING LANE GEOMETRY BLACK = EXISTING AADT 2017 VOLUME### LendireAccess Road 425' 35 0 ' US 1 7 ( M a r k e t ( S t r e e t ) 51 , 0 0 0 46 , 0 0 0 SPEEDLIMIT 35 SPEEDLIMIT 45 SPEEDLIMIT 45 Middle Sound Loop Road TW L T L TW L T L 425' 150' 90 0 ' 325' 150' SPEED LIMIT35 TW L T L 12 5 ' 15 0 ' 8,900 TWO WAY LEFT TURN LANETWLTL LendireRoad US 1 7 ( M a r k e t ( S t r e e t ) TW L T L *** NOT TO SCALE *** PROJECT NUMBER 190231 MIDDLESOUND WEST WILMINGTON, NC SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND BLACK = EXISTING AM / PM PEAKS FIGURE 4 2019 EXISTING TRAFFIC VOLUMES 80 / 2 8 4 19 / 9 14 / 22 23 / 29 33 5 / 1 8 7 0 / 0 5 / 1 15 1 0 / 1 4 6 8 17 / 3 3 13 5 0 / 1 9 8 1 7 / 9 121 / 117 68 / 77 484 / 285 73 / 84 47 / 87 248 / 118 93 / 1 0 9 13 7 5 / 1 2 9 7 47 / 6 3 13 1 / 3 3 3 11 6 3 / 1 7 8 9 84 / 1 4 8 Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared. Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. LendireAccess Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road TW L T L Lendire Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road 6/24/2019 Middlesound West – Transportation Impact Analysis 9 3.0 Approved Developments and Committed Improvements 3.1 Approved Developments Approved developments are developments that have been recently approved in the area, but not yet constructed. Per WMPO staff, there is one (1) approved development to be considered in this analysis. The Ogden Starbucks development is to be located on the northwest corner of Market Street and Middle Sound Loop Road. The development consists of a 2,200 square feet coffee shop with drive-through window. It was assumed that this site would be fully build and operational by the 2021 analysis year. Therefore, trips for this approved development were included in the no build and build analyses. These trips were based on trip generation and trip distribution from the Ogden Starbucks development’s TIA. More information can be found in the supporting documents section of the appendix. 3.2 Committed Improvements Committed Improvements are improvements that are planned by NCDOT, the City, or a developer in the area, but not yet constructed. Per WMPO staff, there are two (2) committed improvements to be considered in this analysis. The proposed development is within the study area for the NCDOT STIP Project U- 4902D (Design Year 2038) and U-4751 (Design Year 2037). These projects recommend improvements in the study area of the proposed development. The recommended improvements are as follows: an additional eastbound right turn lane and extend southbound right turn lane to 175 feet of storage on Middle Sound Loop Road at US 17 with signal modifications, and a right-in right-out intersection configuration at US 17 and Lendire Access Road. These improvements were assumed to be in place along with the approved development in 2021 future no build conditions. It was requested to determine whether the development has been rezoned from what was included in the TIP forecast. If the development has been rezoned, then the TIA must include the TIP design year (2038) analysis for the difference of the zoned use. It was determined and confirmed with WMPO/NCDOT that the TIP design year (2038) will not be required. More information can be found in the supporting documents section of the appendix. 6/24/2019 Middlesound West – Transportation Impact Analysis 10 4.0 Methodology 4.1 Base Assumptions and Standards In general, the analysis for this project was conducted utilizing commonly accepted NCDOT standards. The following table contains a summary of the base assumptions: Table 4.1 - Assumptions Peak Hour Factor 0.90 Background Traffic Annual Growth Rate 1.0% per year for all roadways Analysis Software Synchro/SimTraffic Version 10.0 Base Signal Timing/Phasing City of Wilmington Lane widths 12-feet Truck percentages 2% 4.2 Trip Generation The Middlesound West development is planned to consist of 49 dwelling units of multifamily housing (low-rise), 240 dwelling units of multifamily housing (mid-rise), 32 employee small office building. The trip generation potential of this site was projected based on the 10th Edition of the ITE Trip Generation Manual. Table 4.2 presents the results. Table 4.2 - ITE Trip Generation Middlesound West Average Weekday Driveway Volumes 24 Hour AM Peak Hour PM Peak Hour Two-Way Land Use ITE Land Code Size Method/ Type Volume Enter Exit Enter Exit Multifamily Housing (Low- Rise) 220 24.0 Dwelling Units Adjacent/ Equation 141 3 9 10 6 Multifamily Housing (Mid- Rise) 221 264.0 Dwelling Units Adjacent/ Equation 1,437 23 66 69 44 Small Office Building 712 32.0 Employees Generator/ Equation 255 25 14 29 32 Total Unadjusted Trips 1,833 51 89 108 82 6/24/2019 Middlesound West – Transportation Impact Analysis 11 4.3 Trip Distribution Site trips for this proposed development were distributed based on the existing traffic patterns and engineering judgment. These distributions were reviewed and approved by WMPO. The directional distributions for site trips are as follows: x 45% to and from the north on US 17 x 40% to and from the south on US 17 x 10% to and from the east on Middle Sound Loop Road x 5% to and from the west on Lendire Road The site trips distribution are shown in Figure 5. 4.4 2021 Future No Build Traffic The 2021 future no build traffic volumes were computed by applying a 1.0% compounded annual growth rate to the 2019 existing traffic volumes and adding approved development trips. Figure 6 shows 2021 future no build traffic volumes for AM and PM peaks. 4.5 2021 Future Build Total Traffic The 2021 build-out traffic volumes were obtained by summing the 2021 future no build volumes and site trips due to the proposed development. Site trips are shown in Figure 7. The 2021 future build volumes are shown for AM and PM peaks in Figure 8. *** NOT TO SCALE *** PROJECT NUMBER 190231 MIDDLESOUND WEST WILMINGTON, NC SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORT andtheclient. P 1% DESTINATION NODE% FIGURE5TRIP DISTRIBUTION Si t e A c c e s s 2 40 % I N 10% IN 5% IN 10% 40% LendireAccess Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road TW L T L Lendire Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road 45% 5% Si t e Ac c e s s 1 5% O U T 45 % I N 45% IN10% OUT 45 % I N 5% I N 40 % O U T 5% OUT 45%IN 45 % O U T 40% OUT 5% O U T 5% IN 45 % O U T RIGHTIN / RIGHTOUT 45 % OUT 10 % O U T 5% OUT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED 35 % O U T 45 % O U T *** NOT TO SCALE *** PROJECT NUMBER 190231 MIDDLESOUND WEST WILMINGTON, NC SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND AM / PM PEAKS FIGURE 6 2021 FUTURE NO BUILD RE-ROUTED VOLUMES 10 0 / 3 0 4 19 / 9 14 / 22 16 / 21 35 3 / 1 9 6 5 / 1 15 9 1 / 1 5 1 9 17 / 3 4 14 2 6 / 2 0 4 2 123 / 119 80 / 84 494 / 291 123 / 107 59 / 94 291 / 136 95 / 1 1 1 14 0 3 / 1 3 2 3 48 / 6 4 13 4 / 3 4 0 11 7 9 / 1 8 1 6 13 3 / 1 7 6 Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared. Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. LendireAccess Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road TW L T L Lendire Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road BLACK = EXISTING GREEN = COMMITTED RIGHTIN / RIGHTOUT *** NOT TO SCALE *** PROJECT NUMBER 190231 MIDDLESOUND WEST WILMINGTON, NC SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND AM / PM PEAKS FIGURE 7 SITE TRIPS 23 / 4 9 3 / 5 9 / 8 0 / 0 40 / 3 7 36 / 33 0 / 0 23 / 4 9 40 / 3 7 0 / 0 5 / 11 0 / 0 40 / 37 4 / 4 4 / 4 4 / 4 31 / 2 9 0 / 0 0 / 0 0 / 0 20 / 4 3 Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared. Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. LendireAccess Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road TW L T L Lendire Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road Si t e A c c e s s 2 Si t e Ac c e s s 1 0 / 0 23 / 49 3 / 5 0 / 0 3 / 5 0 / 0 0 / 0 23 / 4936 / 3 3 9 / 8 40 / 3 7 4 / 4 BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED RIGHTIN / RIGHTOUT *** NOT TO SCALE *** PROJECT NUMBER 190231 MIDDLESOUND WEST WILMINGTON, NC SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND AM / PM PEAKS FIGURE 8 2021 FUTURE BUILD VOLUMES 12 3 / 3 5 3 22 / 1 4 23 / 30 16 / 21 39 3 / 2 3 3 41 / 34 15 9 1 / 1 5 1 9 40 / 8 3 14 6 6 / 2 0 7 9 123 / 119 85 / 95 494 / 291 163 / 144 63 / 98 295 / 140 99 / 1 1 5 14 3 4 / 1 3 5 2 48 / 6 4 13 4 / 3 4 0 11 7 9 / 1 8 1 6 15 3 / 2 1 9 Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared. Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. LendireAccess Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road TW L T L Lendire Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road Si t e A c c e s s 2 Si t e Ac c e s s 1 116 / 325 23 / 49 3 / 5 368 / 203 3 / 5 5 / 1 17 / 34 23 / 4936 / 3 3 9 / 8 40 / 3 7 4 / 4 BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED RIGHTIN / RIGHTOUT 6/24/2019 Middlesound West – Transportation Impact Analysis 16 5.0 Capacity Analysis 5.1 Level of Service Evaluation Criteria The Transportation Research Board’s Highway Capacity Manual (HCM) utilizes a term “level of service” to measure how traffic operates in intersections and on roadway segments. There are currently six levels of service ranging from A to F. Level of service “A” represents low-volume traffic operations and Level of Service “F” represents high-volume, oversaturated traffic operations. Synchro Traffic Modeling software was used to determine the level of service for studied intersections. Note for unsignalized intersection analysis, the level of service noted is for the worst approach of the intersection. This is typically the left turn movement for the side street approach, due to the number of opposing movements. All worksheet reports from the analyses can be found in the Appendix. Table 5.1 – Highway Capacity Manual Levels of Service and Control Delay Criteria Signalized Intersection Unsignalized Intersection Level of Service Control Delay Per vehicle (sec) Level of Service Delay Range (sec) A d 10 A d 10 B ! 10 and d 20 B ! 10 and d 15 C ! 20 and d 35 C ! 15 and d 25 D ! 35 and d 55 D ! 25 and d 35 E ! 55 and d 80 E ! 35 and d 50 F ! 80 F ! 50 6/24/2019 Middlesound West – Transportation Impact Analysis 17 5.2 Level of Service Results The following section discusses the level of service for each intersection. US 17 at Middle Sound Loop Road This signalized intersection currently operates at LOS D during the AM and PM peaks. In 2021 future no build condition with future committed improvements, this intersection is expected to operate at LOS E during the AM and PM peaks. In the 2021 future build conditions, the level of service is expected to remain unchanged. It should be noted that the total average delay at the intersection or individual approaches do not increase by 25% or greater. Additionally, with the addition of the committed improvements to add dual right turn lanes on the eastbound approach and extending the southbound right turn lane to 175 feet of storage, this intersection will be built out and improved to the maximum extent; therefore, there is no additional right of way available to provide additional intersection approach lane improvements. Therefore, no improvements are recommended to accommodate the future build traffic. Table 5.2 - US 17 at Middle Sound Loop Road Scenario Overall LOS Level of Service by Approach (Delay in sec/veh) Eastbound Westbound Northbound Southbound AM Peak Hour 2019 Existing D (44.9) L T R L T R L T R L T R F (96.8) F (84.0) F (170.4) E (78.0) E (58.2) D (47.6) D (43.9) C (25.2) A (3.3) C (24.0) C (28.9) A (6.4) F (144.8) E (70.6) C (24.2) C (27.9) 2021 Future No Build E (59.0) L T R L T R L T R L T R F (85.2) F (83.3) E (64.2) D (51.6) D (52.7) D (37.5) F (111.3) D (46.2) A (4.4) F (83.8) E (69.8) C (25.8) E (72.1) D (49.2) D (48.3) E (69.3) 2021 Future Build E (66.6) L T R L T R L T R L T R F (83.5) F (83.4) E (59.5) D (52.7) E (56.3) D (39.7) F (119.4) D (48.8) A (4.7) F (82.6) F (88.2) C (26.9) E (69.9) D (50.8) D (52.1) F (86.0) PM Peak Hour 2019 Existing D (48.8) L T R L T R L T R L T R F (192.1) F (188.8) F (141.8) F (163.7) F (136.6) F (122.3) D (43.4) C (29.6) A (3.7) F (99.3) C (21.1) A (4.1) F (170.6) F (149.2) C (26.7) C (26.2) 2021 Future No Build E (73.5) L T R L T R L T R L T R F (171.5) F (170.1) F (109.3) F (123.5) F (121.3) F (95.1) F (250.4) E (62.8) A (6.3) F (168.8) D (41.7) C (24.4) F (146.0) F (116.3) E (68.8) D (50.4) 2021 Future Build E (78.6) L T R L T R L T R L T R F (166.6) F (170.0) F (103.3) F (123.0) F (129.9) F (99.8) F (247.6) E (65.8) A (6.6) F (168.0) D (48.0) C (27.5) F (144.2) F (118.8) E (74.0) E (56.2) 6/24/2019 Middlesound West – Transportation Impact Analysis 18 US 17 at Lendire Access Road This unsignalized intersection currently operates at LOS D during the AM peak and LOS E during the PM peak. In 2021 future no build conditions with future committed right-in right-out only configuration improvement, LOS C is expected in the AM and PM peaks. In future build conditions, LOS is expected to remain unchanged. Based on the NCDOT Turn Lane Warrants, it is recommended to provide a southbound right turn lane with 125 feet of storage and appropriate deceleration and taper. With this recommendation in place, this intersection is expected to remain at LOS C for both AM and PM peaks. Note: This proposed southbound right turn lane should be coordinated with NCDOT during the design and permitting stage to determine the exact turn lane and taper dimensions due to the existing driveways located in the vicinity of this proposed widening. Table 5.3 - US 17 at Lendire Access Road Scenario LOS of Worst Approach Level of Service by Approach (Delay in sec/veh) Eastbound Northbound Southbound AM Peak Hour 2019 Existing D (29.3) EB Approach L T R L T R L T R D (29.3) D (29.3) B (14.9) A (0.0) A (0.0) A (0.0) D (29.3) A (0.0) A (0.0) 2021 Future No Build C (17.9) EB Approach L T R L T R L T R C (17.9) A (0.0) A (0.0) C (17.9) A (0.0) 2021 Future Build C (20.4) EB Approach L T R L T R L T R C (20.4) A (0.0) A (0.0) C (20.4) A (0.0) 2021 Future Build + Improvements C (19.8) EB Approach L T R L T R L T R C (19.8) A (0.0) A (0.0) C (19.8) A (0.0) PM Peak Hour 2019 Existing E (41.6) EB Approach L T R L T R L T R E (41.6) E (41.6) B (14.7) A (0.0) A (0.0) A (0.0) E (41.6) A (0.1) A (0.0) 2021 Future No Build C (17.1) EB Approach L T R L T R L T R C (17.1) A (0.0) A (0.0) C (17.1) A (0.0) 2021 Future Build C (19.5) EB Approach L T R L T R L T R C (19.5) A (0.0) A (0.0) C (19.5) A (0.0) 2021 Future Build + Improvements C (18.4) EB Approach L T R L T R L T R C (18.4) A (0.0) A (0.0) C (18.4) A (0.0) 6/24/2019 Middlesound West – Transportation Impact Analysis 19 Lendire Road / Middle Sound Loop Road at Lendire Access Road This unsignalized intersection currently operates at LOS B during both the AM and PM peaks. In 2021 future no build conditions and future build conditions, LOS is expected to remain unchanged. Therefore, no improvements are recommended to accommodate the future build traffic. Table 5.4 - Lendire Road / Middle Sound Loop Road at Lendire Access Road Scenario LOS of Worst Approach Level of Service by Approach (Delay in sec/veh) Westbound Northbound Southbound AM Peak Hour 2019 Existing B (10.3) WB Approach L T R L T R L T R B (10.3) B (10.3) A (0.0) A (0.0) A (7.5) A (0.0) B (10.3) A (0.0) A (0.3) 2021 Future No Build B (10.8) WB Approach L T R L T R L T R B (10.8) B (10.8) A (0.0) A (0.0) A (7.5) A (0.0) B (10.8) A (0.0) A (0.3) 2021 Future Build B (12.0) WB Approach L T R L T R L T R B (12.0) B (12.0) A (0.0) A (0.0) A (7.6) A (0.0) B (12.0) A (0.0) A (0.3) PM Peak Hour 2019 Existing B (11.6) WB Approach L T R L T R L T R B (11.6) B (11.6) A (0.0) A (0.0) A (7.9) A (0.0) B (11.6) A (0.0) A (0.3) 2021 Future No Build B (12.0) WB Approach L T R L T R L T R B (12.0) B (12.0) A (0.0) A (0.0) A (8.0) A (0.0) B (12.0) A (0.0) A (0.3) 2021 Future Build B (13.3) WB Approach L T R L T R L T R B (13.3) B (13.3) A (0.0) A (0.0) A (8.1) A (0.0) B (13.3) A (0.0) A (0.2) 6/24/2019 Middlesound West – Transportation Impact Analysis 20 Lendire Road at Site Access 1 This access is proposed to have a full movement configuration. In 2021 future build conditions, LOS B is expected during the AM and PM peaks. Based on the NCDOT Turn Lane Warrants, it is recommended to provide a westbound right turn lane with 50 feet of storage and appropriate deceleration and taper. With this recommendation in place, this intersection is expected to remain at LOS B for both AM and PM peaks. Table 5.5 - Lendire Road at Site Access 1 Scenario LOS of Worst Approach Level of Service by Approach (Delay in sec/veh) Eastbound Westbound Southbound AM Peak Hour 2021 Future Build B (12.8) SB Approach L T R L T R L T R A (7.5) A (0.0) A (0.0) A (0.0) B (12.8) B (12.8) A (0.1) A (0.0) B (12.8) 2021 Future Build + Improvements B (12.6) SB Approach L T R L T R L T R A (7.5) A (0.0) A (0.0) A (0.0) B (12.6) B (12.6) A (0.1) A (0.0) B (12.6) PM Peak Hour 2021 Future Build B (13.7) SB Approach L T R L T R L T R A (8.2) A (0.0) A (0.0) A (0.0) B (13.7) B (13.7) A (0.2) A (0.0) B (13.7) 2021 Future Build + Improvements B (13.3) SB Approach L T R L T R L T R A (8.2) A (0.0) A (0.0) A (0.0) B (13.3) B (13.3) A (0.2) A (0.0) B (13.3) 6/24/2019 Middlesound West – Transportation Impact Analysis 21 Lendire Access Road at Site Access 2 This access is proposed to have a full movement configuration. In 2021 future build conditions, LOS A is expected during the AM and PM peaks. Based on the NCDOT Turn Lane Warrants, no turn lanes are warranted. Therefore, no improvements are recommended to accommodate future build traffic. Table 5.6 - Lendire Access Road at Site Access 2 Scenario LOS of Worst Approach Level of Service by Approach (Delay in sec/veh) Eastbound Westbound Southbound AM Peak Hour 2021 Future Build A (8.9) SB Approach L T R L T R L T R A (7.3) A (0.0) A (0.0) A (0.0) A (8.9) A (8.9) A (2.7) A (0.0) A (8.9) PM Peak Hour 2021 Future Build A (9.0) SB Approach L T R L T R L T R A (7.4) A (0.0) A (0.0) A (0.0) A (9.0) A (9.0) A (6.2) A (0.0) A (9.0) 6/ 2 4 / 2 0 1 9 M i d d l e s o u n d W e s t – T r a n s p o r t a t i o n I m p a c t A n a l y s i s 2 2 6. 0 Q u e u e R e s u l t s Be l o w i n T a b l e 6 . 1 a r e t h e q u e u e r e su l t s f o r a l l e x c l u s i v e t u r n l a n e s . R e c o m m e n d e d i m p r o v e m e n t s a r e i l l u s t r a t e d i n F i g u r e 9 . Ta b l e 6 . 1 - Q u e u e R e s u l t s AM P e a k H o u r Q u e u e s Sc e n a r i o US 1 7 a t M i d d l e S o u n d L o o p R o a d US 1 7 a t Le n d i r e Ac c e s s Ro a d Mi d d l e S o u n d Lo o p R o a d / Le n d i r e R o a d a t Le n d i r e A c c e s s Ro a d Le n d i r e Ro a d a t S i t e Ac c e s s 1 Lendire Access Road at Site Access 2 Ex i s t i n g EB L EB R WB L WB R NB L NB R SB L SB R EB L R SB R WB L R WB R SBLR SBLR Ma x Q u e u e ( f t ) 90 30 0 38 0 20 0 11 6 53 14 9 22 5 53 45 9 95 t h P e r c e n t i l e Qu e u e ( f t ) 14 3 47 3 35 9 16 3 81 34 83 24 4 5 St o r a g e B a y ( f t ) 15 0 32 5 42 5 15 0 35 0 90 0 15 0 12 5 FU L L FU L L 20 2 1 N o B u i l d EB L EB R WB L WB R NB L NB R SB L SB R EB R SB R WB L R WB R SBLR SBLR Ma x Q u e u e ( f t ) 19 7 26 8 40 9 20 0 35 0 76 14 9 27 5 30 49 95 t h P e r c e n t i l e Qu e u e ( f t ) 20 4 22 3 33 5 16 1 28 6 44 16 7 59 2 4 St o r a g e B a y ( f t ) 15 0 32 5 42 5 15 0 35 0 90 0 15 0 17 5 FU L L FU L L 20 2 1 B u i l d EB L EB R WB L WB R NB L NB R SB L SB R EB R SB R WB L R WB R SBLR SBLR Ma x Q u e u e ( f t ) 19 9 21 4 33 0 19 1 34 9 63 14 9 27 5 11 6 27 67 31 95 t h P e r c e n t i l e Qu e u e ( f t ) 25 4 22 3 33 6 16 7 32 7 45 17 2 60 15 6 8 4 St o r a g e B a y ( f t ) 15 0 32 5 42 5 15 0 35 0 90 0 15 0 17 5 FU L L FU L L FULL FULL 20 2 1 B u i l d + Im p s EB L EB R WB L WB R NB L NB R SB L SB R EB R SB R WB L R WB R SBLR SBLR Ma x Q u e u e ( f t ) 70 0 14 2 52 5 20 0 35 0 97 5 14 9 22 5 76 0 92 0 73 53 95 t h P e r c e n t i l e Qu e u e ( f t ) 98 8 12 6 56 51 1 35 0 16 16 7 36 14 0 6 0 8 4 St o r a g e B a y ( f t ) 15 0 32 5 42 5 15 0 35 0 90 0 15 0 12 5 FU L L 12 5 FU L L 50 FULL FULL 6/ 2 4 / 2 0 1 9 M i d d l e s o u n d W e s t – T r a n s p o r t a t i o n I m p a c t A n a l y s i s 2 3 PM P e a k H o u r Q u e u e s Sc e n a r i o US 1 7 a t M i d d l e S o u n d L o o p R o a d US 1 7 a t Le n d i r e Ac c e s s Ro a d Mi d d l e S o u n d Lo o p R o a d / Le n d i r e R o a d a t Le n d i r e A c c e s s Ro a d Le n d i r e Ro a d a t S i t e Ac c e s s 1 Lendire Access Road at Site Access 2 Ex i s t i n g EB L EB R WB L WB R NB L NB R SB L SB R EB L R SB R WB L R WB R SBLR SBLR Ma x Q u e u e ( f t ) 20 0 30 0 34 1 20 0 34 9 15 3 15 0 22 5 31 49 95 t h P e r c e n t i l e Qu e u e ( f t ) 31 2 35 5 41 9 33 8 13 6 99 27 2 28 3 7 St o r a g e B a y ( f t ) 15 0 32 5 42 5 15 0 35 0 90 0 15 0 12 5 FU L L FU L L 20 2 1 N o B u i l d EB L EB R WB L WB R NB L NB R SB L SB R EB R SB R WB L R WB R SBLR SBLR Ma x Q u e u e ( f t ) 20 0 22 8 37 0 20 0 35 0 97 5 15 0 27 5 0 49 95 t h P e r c e n t i l e Qu e u e ( f t ) 33 0 20 0 39 7 30 7 70 6 16 4 33 7 89 0 7 St o r a g e B a y ( f t ) 15 0 32 5 42 5 15 0 35 0 90 0 15 0 17 5 FU L L FU L L 20 2 1 B u i l d EB L EB R WB L WB R NB L NB R SB L SB R EB R SB R WB L R WB R SBLR SBLR Ma x Q u e u e ( f t ) 20 0 27 2 31 8 20 0 35 0 97 5 15 0 27 5 53 49 48 54 95 t h P e r c e n t i l e Qu e u e ( f t ) 42 1 19 8 39 6 31 5 84 2 16 9 34 9 95 11 10 8 4 St o r a g e B a y ( f t ) 15 0 32 5 42 5 15 0 35 0 90 0 15 0 17 5 FU L L FU L L FULL FULL 20 2 1 B u i l d + Im p s EB L EB R WB L WB R NB L NB R SB L SB R EB R SB R WB L R WB R SBLR SBLR Ma x Q u e u e ( f t ) 70 8 17 1 13 5 20 0 35 0 97 5 15 0 22 5 93 22 5 92 0 69 270 95 t h P e r c e n t i l e Qu e u e ( f t ) 11 1 1 19 8 12 4 32 2 64 6 38 44 7 15 6 10 0 10 0 8 4 St o r a g e B a y ( f t ) 15 0 32 5 42 5 15 0 35 0 90 0 15 0 12 5 FU L L 12 5 FU L L 50 FULL FULL *** NOT TO SCALE *** PROJECT NUMBER 190231 MIDDLESOUND WEST WILMINGTON, NC SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared. Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. FIGURE9RECOMMENDED IMPROVEMENTS BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED Proposed SIte Accesses should be designed according to NCDOT and CIty of Wilmington Standards Si t e A c c e s s 2 LendireAccess Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road Lendire Road US 1 7 ( M a r k e t S t r e e t ) Middle Sound Loop Road Si t e Ac c e s s 1 425' 425' 150' 325' 150' 17 5 ' 15 0 ' 125' RIGHTIN / RIGHTOUT 50' Signal Modification and Turn Lane Design and construction as partof the U-4751 NCDOT project 12 5 ' 35 0 ' 90 0 ' Proposed southbound right turn lane Coordinationwith NCDOT during design/permitting stage to determine turn lane dimensions due to existing driveways TW L T L TW L T L 6/24/2019 Middlesound West – Transportation Impact Analysis 25 7.0 Summary and Conclusion The Middlesound West development is to be located on the north quadrant of the intersection of Middle Sound Loop Road and Lendire Road in Wilmington, North Carolina. As currently planned, this site development proposes 49 dwelling units of multifamily housing (low-rise), 240 dwelling units of multifamily housing (mid-rise), and 32 employee small office building. Two (2) accesses are proposed to the site, one full access on Lendire Road and one full access on Lendire Access Road. Based on trip generation rates and equations published in Trip Generation (Institute of Transportation Engineers, 10th Edition), this development has a trip generation potential of 140 trips in the AM peak and 190 trips in the PM peak. DAVENPORT was retained to determine the potential traffic impacts of this development and to identify transportation improvements that may be required to accommodate the impacts of both background traffic and new development traffic. Based on analysis and queues, US 17 at Middle Sound Loop Road will have oversaturated traffic operations. While LOS E is not ideal, with the addition of the committed improvements to add dual right turn lanes on the eastbound approach and extending the southbound right turn lane to 175 feet of storage, this intersection will be built out and improved to the maximum extent. Therefore, there is no additional right of way available to provide additional intersection approach lane improvements. Table 7.1 – Recommended Improvement Summary Intersection 2021 Future Build US 17 at Middle Sound Loop Road x No improvements recommended US 17 at Lendire Access Road x Provide southbound right turn lane with 125 feet of storage and appropriate taper x Coordinate with NCDOT during design and permitting stage to determine the exact turn lane dimensions due to the existing driveways Middle Sound Loop Road at Lendire Road x No improvements recommended Lendire Road at Site Access 1 x Provide westbound right turn lane with 50 feet of storage and appropriate taper Lendire Road at Site Access 2 x No improvements recommended In conclusion, this study has reviewed the impacts of both background traffic and this development traffic. Please note that all site accesses should be designed according to the City of Wilmington Standards. 6/24/2019 Middlesound West – Transportation Impact Analysis 26 Appendix Middlesound West – Transportation Impact Analysis Trip Generation 24 Hour Two-Way Land Use ITE Land Code Method/ Type Volume Enter Exit Enter Exit Multifamily Housing (Low- Rise) 22024.0 Dwelling Units Adjacent/ Equation 14139106 Multifamily Housing (Mid- Rise) 221264.0 Dwelling Units Adjacent/ Equation 1,43723666944 Small Office Building 71232.0Employees Generator/ Equation 25525142932 1,833 51 89 108 82 Table A - ITE Trip Generation Total Unadjusted Trips Middlesound West Average Weekday Driveway Volumes AM Peak HourPM Peak Hour Size Middlesound West – Transportation Impact Analysis Level of Service Analysis Middlesound West – Transportation Impact Analysis US 17 at Middle Sound Loop Road Lanes, Volumes, Timings 100: US 17 (Market Street) & Middle Sound Loop Road 06/20/2019 Middlesound West AM Existing T. Lee Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)73472484846812184116313193137547 Future Volume (vph)73472484846812184116313193137547 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150275425150350900150125 Storage Lanes11211111 Taper Length (ft)5010000 Lane Util. Factor1.001.001.000.971.001.001.000.951.001.000.951.00 Frt0.8500.8500.8500.850 Flt Protected0.9500.9500.9500.950 Satd. Flow (prot)177018631583343318631583177035391583177035391583 Flt Permitted0.9500.9500.0950.103 Satd. Flow (perm)1770186315833433186315831773539158319235391583 Right Turn on RedNoNoNoNo Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)88817641536412 Travel Time (s)17.334.423.36.2 Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)815227653876134931292146103152852 Shared Lane Traffic (%) Lane Group Flow (vph)815227653876134931292146103152852 Turn TypeProtNApm+ovProtNApm+ovpm+ptNApm+ovpm+ptNApm+ov Protected Phases 745381523167 Permitted Phases482266 Detector Phase 745381523167 Switch Phase Minimum Initial (s)5.05.05.05.05.05.05.012.05.05.012.05.0 Minimum Split (s)10.610.810.810.810.811.110.818.110.811.118.110.6 Total Split (s)17.017.016.034.034.026.016.079.034.026.089.017.0 Total Split (%)10.9%10.9%10.3%21.8%21.8%16.7%10.3%50.6%21.8%16.7%57.1%10.9% Maximum Green (s)11.411.210.228.228.219.910.272.928.219.982.911.4 Yellow Time (s)3.03.83.03.03.83.03.04.53.03.04.53.0 All-Red Time (s)2.62.02.82.82.03.12.81.62.83.11.62.6 Lost Time Adjust (s)-0.6-0.8-0.8-0.8-0.8-1.1-0.8-1.1-0.8-1.1-1.1-0.6 Total Lost Time (s)5.05.05.05.05.05.05.05.05.05.05.05.0 Lead/LagLeadLeadLagLagLagLeadLagLagLagLeadLeadLead Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYesYesYes Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.06.02.0 Minimum Gap (s)0.20.20.20.20.20.20.23.00.20.23.00.2 Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.015.00.0 Time To Reduce (s)0.00.00.00.00.00.00.030.00.00.030.00.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MaxNoneNoneC-MaxNone Act Effct Green (s)10.79.323.128.024.439.990.590.5119.489.989.9100.6 Actuated g/C Ratio0.070.060.150.180.160.260.580.580.770.580.580.64 v/c Ratio0.670.471.180.870.260.330.430.630.120.480.750.05 Control Delay96.884.0170.478.058.247.643.925.23.324.028.96.4 Queue Delay0.00.00.00.00.00.00.00.00.00.00.00.0 Total Delay96.884.0170.478.058.247.643.925.23.324.028.96.4 Lanes, Volumes, Timings 100: US 17 (Market Street) & Middle Sound Loop Road 06/20/2019 Middlesound West AM Existing T. Lee Page 2 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR LOSFFFEEDDCACCA Approach Delay144.870.624.227.9 Approach LOSFECC Queue Length 50th (ft)8152~3092746711043472164963412 Queue Length 95th (ft)#14399#473#35911816381607348374824 Internal Link Dist (ft)80816841456332 Turn Bay Length (ft)150275425150350900150125 Base Capacity (vph)1361432346463465112142052122632220391034 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio0.600.361.180.830.220.260.430.630.120.320.750.05 Intersection Summary Area Type:Other Cycle Length: 156 Actuated Cycle Length: 156 Offset: 124 (79%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.18 Intersection Signal Delay: 44.9Intersection LOS: D Intersection Capacity Utilization 79.7%ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 100: US 17 (Market Street) & Middle Sound Loop Road Lanes, Volumes, Timings 100: US 17 (Market Street) & MIddle Sound Loop Road 06/21/2019 Middlesound West AM 2021 FNB T. Lee Page 2 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)1235929149480123133117913495140348 Future Volume (vph)1235929149480123133117913495140348 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150125425150350900150175 Storage Lanes11211111 Taper Length (ft)5010000 Lane Util. Factor1.001.000.880.971.001.001.000.951.001.000.951.00 Frt0.8500.8500.8500.850 Flt Protected0.9500.9500.9500.950 Satd. Flow (prot)177018632787343318631583177035391583177035391583 Flt Permitted0.9500.9500.9500.950 Satd. Flow (perm)177018632787343318631583177035391583177035391583 Right Turn on RedNoNoNoNo Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)35917641536410 Travel Time (s)7.034.423.36.2 Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)13766323549891371481310149106155953 Shared Lane Traffic (%) Lane Group Flow (vph)13766323549891371481310149106155953 Turn TypeProtNApm+ovProtNApm+ovProtNApm+ovProtNAPerm Protected Phases 74538152316 Permitted Phases 4826 Detector Phase 745381523166 Switch Phase Minimum Initial (s)5.05.05.05.05.05.05.012.05.05.012.012.0 Minimum Split (s)10.610.810.810.810.811.110.818.110.811.118.118.1 Total Split (s)55.052.919.913.111.020.019.970.013.120.070.170.1 Total Split (%)35.3%33.9%12.8%8.4%7.1%12.8%12.8%44.9%8.4%12.8%44.9%44.9% Maximum Green (s)49.447.114.17.35.213.914.163.97.313.964.064.0 Yellow Time (s)3.03.83.03.03.83.03.04.53.03.04.54.5 All-Red Time (s)2.62.02.82.82.03.12.81.62.83.11.61.6 Lost Time Adjust (s)-0.6-0.8-0.8-0.8-0.8-1.1-0.8-1.1-0.8-1.1-1.1-0.6 Total Lost Time (s)5.05.05.05.05.05.05.05.05.05.05.05.5 Lead/LagLeadLeadLagLagLagLeadLagLagLagLeadLeadLead Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYesYesYes Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.06.06.0 Minimum Gap (s)0.20.20.20.20.20.20.23.00.20.23.03.0 Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.015.015.0 Time To Reduce (s)0.00.00.00.00.00.00.030.00.00.030.030.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MaxNoneNoneC-MaxC-Max Act Effct Green (s)17.210.828.444.836.155.914.967.9113.714.867.867.3 Actuated g/C Ratio0.110.070.180.290.230.360.100.440.730.090.430.43 v/c Ratio0.700.520.640.560.210.240.880.850.130.631.010.08 Control Delay85.283.364.251.652.737.5111.346.24.483.869.825.8 Queue Delay0.00.00.00.00.00.00.00.00.00.00.00.0 Total Delay85.283.364.251.652.737.5111.346.24.483.869.825.8 Lanes, Volumes, Timings 100: US 17 (Market Street) & MIddle Sound Loop Road 06/21/2019 Middlesound West AM 2021 FNB T. Lee Page 3 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR LOSFFEDDDFDAFEC Approach Delay72.149.248.369.3 Approach LOSEDDE Queue Length 50th (ft)13766172248739715263322106~89332 Queue Length 95th (ft)204117223335137161#28675144167#98359 Internal Link Dist (ft)27916841456330 Turn Bay Length (ft)150125425150350900150175 Base Capacity (vph)567572506986430584169153911531871537682 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio0.240.120.640.560.210.230.880.850.130.571.010.08 Intersection Summary Area Type:Other Cycle Length: 156 Actuated Cycle Length: 156 Offset: 124 (79%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay: 59.0Intersection LOS: E Intersection Capacity Utilization 79.4%ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 100: US 17 (Market Street) & MIddle Sound Loop Road Lanes, Volumes, Timings 100: US 17 (Market Street) & MIddle Sound Loop Road 06/21/2019 Middlesound West AM 2021 Future Build T. Lee Page 2 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)1636329549485123153117913499143448 Future Volume (vph)1636329549485123153117913499143448 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150125425150350900150175 Storage Lanes11211111 Taper Length (ft)5010000 Lane Util. Factor1.001.000.880.971.001.001.000.951.001.000.951.00 Frt0.8500.8500.8500.850 Flt Protected0.9500.9500.9500.950 Satd. Flow (prot)177018632787343318631583177035391583177035391583 Flt Permitted0.9500.9500.9500.950 Satd. Flow (perm)177018632787343318631583177035391583177035391583 Right Turn on RedNoNoNoNo Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)36217641536410 Travel Time (s)7.134.423.36.2 Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)18170328549941371701310149110159353 Shared Lane Traffic (%) Lane Group Flow (vph)18170328549941371701310149110159353 Turn TypeProtNApm+ovProtNApm+ovProtNApm+ovProtNAPerm Protected Phases 74538152316 Permitted Phases 4826 Detector Phase 745381523166 Switch Phase Minimum Initial (s)5.05.05.05.05.05.05.012.05.05.012.012.0 Minimum Split (s)10.610.810.810.810.811.110.818.110.811.118.118.1 Total Split (s)57.255.321.113.111.219.421.168.213.119.466.566.5 Total Split (%)36.7%35.4%13.5%8.4%7.2%12.4%13.5%43.7%8.4%12.4%42.6%42.6% Maximum Green (s)51.649.515.37.35.413.315.362.17.313.360.460.4 Yellow Time (s)3.03.83.03.03.83.03.04.53.03.04.54.5 All-Red Time (s)2.62.02.82.82.03.12.81.62.83.11.61.6 Lost Time Adjust (s)-0.6-0.8-0.8-0.8-0.8-1.1-0.8-1.1-0.8-1.1-1.1-0.6 Total Lost Time (s)5.05.05.05.05.05.05.05.05.05.05.05.5 Lead/LagLeadLeadLagLagLagLeadLagLagLagLeadLeadLead Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYesYesYes Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.06.06.0 Minimum Gap (s)0.20.20.20.20.20.20.23.00.20.23.03.0 Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.015.015.0 Time To Reduce (s)0.00.00.00.00.00.00.030.00.00.030.030.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MaxNoneNoneC-MaxC-Max Act Effct Green (s)21.211.132.243.333.253.616.166.1109.415.565.565.0 Actuated g/C Ratio0.140.070.210.280.210.340.100.420.700.100.420.42 v/c Ratio0.750.530.570.580.240.250.930.870.130.631.070.08 Control Delay83.583.459.552.756.339.7119.448.84.782.688.226.9 Queue Delay0.00.00.00.00.00.00.00.00.00.00.00.0 Total Delay83.583.459.552.756.339.7119.448.84.782.688.226.9 Lanes, Volumes, Timings 100: US 17 (Market Street) & MIddle Sound Loop Road 06/21/2019 Middlesound West AM 2021 Future Build T. Lee Page 3 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR LOSFFEDEDFDAFFC Approach Delay69.950.852.186.0 Approach LOSEDDF Queue Length 50th (ft)180701722498010017563722110~94432 Queue Length 95th (ft)254122223336149167#32776145172#103760 Internal Link Dist (ft)28216841456330 Turn Bay Length (ft)150125425150350900150175 Base Capacity (vph)592600575952395556182150011101891486659 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio0.310.120.570.580.240.250.930.870.130.581.070.08 Intersection Summary Area Type:Other Cycle Length: 156 Actuated Cycle Length: 156 Offset: 124 (79%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 66.6Intersection LOS: E Intersection Capacity Utilization 81.4%ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 100: US 17 (Market Street) & MIddle Sound Loop Road Lanes, Volumes, Timings 100: US 17 (Market Street) & MIddle Sound Loop Road 06/20/2019 Middlesound West PM Existing T. Lee Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)8487118285771171481789333109129763 Future Volume (vph)8487118285771171481789333109129763 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150275425150350900150125 Storage Lanes11211111 Taper Length (ft)5010000 Lane Util. Factor1.001.001.000.971.001.001.000.951.001.000.951.00 Frt0.8500.8500.8500.850 Flt Protected0.9500.9500.9500.950 Satd. Flow (prot)177018631583343318631583177035391583177035391583 Flt Permitted0.9500.9500.1510.045 Satd. Flow (perm)177018631583343318631583281353915838435391583 Right Turn on RedNoNoNoNo Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)88017641536412 Travel Time (s)17.134.423.36.2 Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)9397131317861301641988370121144170 Shared Lane Traffic (%) Lane Group Flow (vph)9397131317861301641988370121144170 Turn TypeProtNApm+ovProtNApm+ovpm+ptNApm+ovpm+ptNApm+ov Protected Phases 745381523167 Permitted Phases482266 Detector Phase 745381523167 Switch Phase Minimum Initial (s)5.05.05.05.05.05.05.012.05.05.012.05.0 Minimum Split (s)10.610.810.810.810.811.110.818.110.811.118.110.6 Total Split (s)25.025.020.037.037.020.020.0222.037.020.0222.025.0 Total Split (%)8.2%8.2%6.6%12.2%12.2%6.6%6.6%73.0%12.2%6.6%73.0%8.2% Maximum Green (s)19.419.214.231.231.213.914.2215.931.213.9215.919.4 Yellow Time (s)3.03.83.03.03.83.03.04.53.03.04.53.0 All-Red Time (s)2.62.02.82.82.03.12.81.62.83.11.62.6 Lost Time Adjust (s)-0.6-0.8-0.8-0.8-0.8-1.1-0.8-1.1-0.8-1.1-1.1-0.6 Total Lost Time (s)5.05.05.05.05.05.05.05.05.05.05.05.0 Lead/LagLeadLeadLagLagLagLeadLagLagLagLeadLeadLead Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYesYesYes Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.06.02.0 Minimum Gap (s)0.20.20.20.20.20.20.23.00.20.23.00.2 Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.015.00.0 Time To Reduce (s)0.00.00.00.00.00.00.030.00.00.030.00.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MaxNoneNoneC-MaxNone Act Effct Green (s)18.718.738.730.830.950.1220.2220.2251.0219.5219.5238.1 Actuated g/C Ratio0.060.060.130.100.100.160.720.720.830.720.720.78 v/c Ratio0.860.850.650.910.460.500.590.780.280.870.560.06 Control Delay192.1188.8141.8163.7136.6122.343.429.63.799.321.14.1 Queue Delay0.00.00.00.00.00.00.00.00.00.00.00.0 Total Delay192.1188.8141.8163.7136.6122.343.429.63.799.321.14.1 Lanes, Volumes, Timings 100: US 17 (Market Street) & MIddle Sound Loop Road 06/20/2019 Middlesound West PM Existing T. Lee Page 2 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR LOSFFFFFFDCAFCA Approach Delay170.6149.226.726.2 Approach LOSFFCC Queue Length 50th (ft)19019825633216724210213438112971918 Queue Length 95th (ft)#312#320355#419245338136138799#27276228 Internal Link Dist (ft)80016841456332 Turn Bay Length (ft)150275425150350900150125 Base Capacity (vph)1161222013611962652772563131314425551247 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio0.800.800.650.880.440.490.590.780.280.840.560.06 Intersection Summary Area Type:Other Cycle Length: 304 Actuated Cycle Length: 304 Offset: 25 (8%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 48.8Intersection LOS: D Intersection Capacity Utilization 82.8%ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 100: US 17 (Market Street) & MIddle Sound Loop Road Lanes, Volumes, Timings 100: US 17 (Market Street) & MIddle Sound Loop Road 06/21/2019 Middlesound West PM 2021 FNB T. Lee Page 2 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)10794136291841191761816340111132364 Future Volume (vph)10794136291841191761816340111132364 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150125425150350900150175 Storage Lanes11211111 Taper Length (ft)5010000 Lane Util. Factor1.001.000.880.971.001.001.000.951.001.000.951.00 Frt0.8500.8500.8500.850 Flt Protected0.9500.9500.9500.950 Satd. Flow (prot)177018632787343318631583177035391583177035391583 Flt Permitted0.9500.9500.9500.950 Satd. Flow (perm)177018632787343318631583177035391583177035391583 Right Turn on RedNoNoNoNo Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)36717641536410 Travel Time (s)7.134.423.36.2 Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)119104151323931321962018378123147071 Shared Lane Traffic (%) Lane Group Flow (vph)119104151323931321962018378123147071 Turn TypeProtNApm+ovProtNApm+ovProtNApm+ovProtNAPerm Protected Phases 74538152316 Permitted Phases 4826 Detector Phase 745381523166 Switch Phase Minimum Initial (s)5.05.05.05.05.05.05.012.05.05.012.012.0 Minimum Split (s)10.610.810.810.810.811.110.818.110.811.118.118.1 Total Split (s)66.069.832.019.223.046.932.0168.119.246.9183.0183.0 Total Split (%)21.7%23.0%10.5%6.3%7.6%15.4%10.5%55.3%6.3%15.4%60.2%60.2% Maximum Green (s)60.464.026.213.417.240.826.2162.013.440.8176.9176.9 Yellow Time (s)3.03.83.03.03.83.03.04.53.03.04.54.5 All-Red Time (s)2.62.02.82.82.03.12.81.62.83.11.61.6 Lost Time Adjust (s)-0.6-0.8-0.8-0.8-0.8-1.1-0.8-1.1-0.8-1.1-1.1-0.6 Total Lost Time (s)5.05.05.05.05.05.05.05.05.05.05.05.5 Lead/LagLeadLeadLagLagLagLeadLagLagLagLeadLeadLead Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYesYesYes Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.06.06.0 Minimum Gap (s)0.20.20.20.20.20.20.23.00.20.23.03.0 Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.015.015.0 Time To Reduce (s)0.00.00.00.00.00.00.030.00.00.030.030.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MaxNoneNoneC-MaxC-Max Act Effct Green (s)25.522.354.349.846.678.227.0185.3235.126.6184.9184.4 Actuated g/C Ratio0.080.070.180.160.150.260.090.610.770.090.610.61 v/c Ratio0.800.760.300.570.330.321.250.940.310.800.680.07 Control Delay171.5170.1109.3123.5121.395.1250.462.86.3168.841.724.4 Queue Delay0.00.00.00.00.00.00.00.00.00.00.00.0 Total Delay171.5170.1109.3123.5121.395.1250.462.86.3168.841.724.4 Lanes, Volumes, Timings 100: US 17 (Market Street) & MIddle Sound Loop Road 06/21/2019 Middlesound West PM 2021 FNB T. Lee Page 3 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR LOSFFFFFFFEAFDC Approach Delay146.0116.368.850.4 Approach LOSFFED Queue Length 50th (ft)241211153321173223~4891873105249100657 Queue Length 95th (ft)330295200397260307#7062105164337107789 Internal Link Dist (ft)28716841456330 Turn Bay Length (ft)150125425150350900150175 Base Capacity (vph)355397497562285486157215712242432152960 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio0.340.260.300.570.330.271.250.940.310.510.680.07 Intersection Summary Area Type:Other Cycle Length: 304 Actuated Cycle Length: 304 Offset: 25 (8%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.25 Intersection Signal Delay: 73.5Intersection LOS: E Intersection Capacity Utilization 83.8%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 100: US 17 (Market Street) & MIddle Sound Loop Road Lanes, Volumes, Timings 100: US 17 (Market Street) & MIddle Sound Loop Road 06/21/2019 Middlesound West PM 2021 Future Build T. Lee Page 2 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)14498140291951192191816340115135264 Future Volume (vph)14498140291951192191816340115135264 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150125425150350900150175 Storage Lanes11211111 Taper Length (ft)5010000 Lane Util. Factor1.001.000.880.971.001.001.000.951.001.000.951.00 Frt0.8500.8500.8500.850 Flt Protected0.9500.9500.9500.950 Satd. Flow (prot)177018632787343318631583177035391583177035391583 Flt Permitted0.9500.9500.9500.950 Satd. Flow (perm)177018632787343318631583177035391583177035391583 Right Turn on RedNoNoNoNo Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)36017641536410 Travel Time (s)7.034.423.36.2 Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)1601091563231061322432018378128150271 Shared Lane Traffic (%) Lane Group Flow (vph)1601091563231061322432018378128150271 Turn TypeProtNApm+ovProtNApm+ovProtNApm+ovProtNAPerm Protected Phases 74538152316 Permitted Phases 4826 Detector Phase 745381523166 Switch Phase Minimum Initial (s)5.05.05.05.05.05.05.012.05.05.012.012.0 Minimum Split (s)10.610.810.810.810.811.110.818.110.811.118.118.1 Total Split (s)68.072.038.019.223.248.338.0164.519.248.3174.8174.8 Total Split (%)22.4%23.7%12.5%6.3%7.6%15.9%12.5%54.1%6.3%15.9%57.5%57.5% Maximum Green (s)62.466.232.213.417.442.232.2158.413.442.2168.7168.7 Yellow Time (s)3.03.83.03.03.83.03.04.53.03.04.54.5 All-Red Time (s)2.62.02.82.82.03.12.81.62.83.11.61.6 Lost Time Adjust (s)-0.6-0.8-0.8-0.8-0.8-1.1-0.8-1.1-0.8-1.1-1.1-0.6 Total Lost Time (s)5.05.05.05.05.05.05.05.05.05.05.05.5 Lead/LagLeadLeadLagLagLagLeadLagLagLagLeadLeadLead Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYesYesYes Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.06.06.0 Minimum Gap (s)0.20.20.20.20.20.20.23.00.20.23.03.0 Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.015.015.0 Time To Reduce (s)0.00.00.00.00.00.00.030.00.00.030.030.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MaxNoneNoneC-MaxC-Max Act Effct Green (s)32.723.161.150.340.873.233.0183.1233.427.5177.6177.1 Actuated g/C Ratio0.110.080.200.170.130.240.110.600.770.090.580.58 v/c Ratio0.840.770.280.570.430.351.270.950.310.800.730.08 Control Delay166.6170.0103.3123.0129.999.8247.665.86.6168.048.027.5 Queue Delay0.00.00.00.00.00.00.00.00.00.00.00.0 Total Delay166.6170.0103.3123.0129.999.8247.665.86.6168.048.027.5 Lanes, Volumes, Timings 100: US 17 (Market Street) & MIddle Sound Loop Road 06/21/2019 Middlesound West PM 2021 Future Build T. Lee Page 3 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR LOSFFFFFFFEAFDC Approach Delay144.2118.874.056.2 Approach LOSFFEE Queue Length 50th (ft)324221154321204229~6121902109259111060 Queue Length 95th (ft)421305198396300315#8422157169349119695 Internal Link Dist (ft)28016841456330 Turn Bay Length (ft)150125425150350900150175 Base Capacity (vph)366410560568249463192213112152522067921 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio0.440.270.280.570.430.291.270.950.310.510.730.08 Intersection Summary Area Type:Other Cycle Length: 304 Actuated Cycle Length: 304 Offset: 25 (8%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.27 Intersection Signal Delay: 78.6Intersection LOS: E Intersection Capacity Utilization 84.0%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 100: US 17 (Market Street) & MIddle Sound Loop Road Middlesound West – Transportation Impact Analysis US 17 at Lendire Access Road HCM 2010 TWSC 200: US 17 (Market Street) & Lendire Access Road 06/20/2019 Middlesound West AM Existing T. Lee Page 4 Intersection Int Delay, s/veh0.1 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h4571350151017 Future Vol, veh/h4571350151017 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0-100--- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow4681500167819 Major/MinorMinor2Major1Major2 Conflicting Flow All245484916970-0 Stage 11688 ----- Stage 2766 ----- Critical Hdwy6.846.944.14--- Critical Hdwy Stg 15.84 ----- Critical Hdwy Stg 25.84 ----- Follow-up Hdwy3.523.322.22--- Pot Cap-1 Maneuver25304372--- Stage 1135 ----- Stage 2419 ----- Platoon blocked, %--- Mov Cap-1 Maneuver24304372--- Mov Cap-2 Maneuver99 ----- Stage 1132 ----- Stage 2419 ----- ApproachEBNBSB HCM Control Delay, s29.30.10 HCM LOSD Minor Lane/Major MvmtNBLNBTEBLn1SBTSBR Capacity (veh/h)372-158-- HCM Lane V/C Ratio0.021-0.063-- HCM Control Delay (s)14.9-29.3-- HCM Lane LOSB-D-- HCM 95th %tile Q(veh)0.1-0.2-- HCM 2010 TWSC 200: US 17 (Market Street) & Lendire Access Road 06/21/2019 Middlesound West AM 2021 FNB T. Lee Page 5 Intersection Int Delay, s/veh0 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h0501426159117 Future Vol, veh/h0501426159117 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length-0 ---- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow0601584176819 Major/MinorMinor2Major1Major2 Conflicting Flow All-894-0-0 Stage 1------ Stage 2------ Critical Hdwy-6.94 ---- Critical Hdwy Stg 1------ Critical Hdwy Stg 2------ Follow-up Hdwy-3.32 ---- Pot Cap-1 Maneuver02840--- Stage 10-0--- Stage 20-0--- Platoon blocked, %--- Mov Cap-1 Maneuver-284 ---- Mov Cap-2 Maneuver------ Stage 1------ Stage 2------ ApproachEBNBSB HCM Control Delay, s17.900 HCM LOSC Minor Lane/Major MvmtNBTEBLn1SBTSBR Capacity (veh/h)-284-- HCM Lane V/C Ratio-0.02-- HCM Control Delay (s)-17.9-- HCM Lane LOS-C-- HCM 95th %tile Q(veh)-0.1-- HCM 2010 TWSC 200: US 17 (Market Street) & Lendire Access Road 06/21/2019 Middlesound West AM 2021 Future Build T. Lee Page 5 Intersection Int Delay, s/veh0.3 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h04101466159140 Future Vol, veh/h04101466159140 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length-0 ---- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow04601629176844 Major/MinorMinor2Major1Major2 Conflicting Flow All-906-0-0 Stage 1------ Stage 2------ Critical Hdwy-6.94 ---- Critical Hdwy Stg 1------ Critical Hdwy Stg 2------ Follow-up Hdwy-3.32 ---- Pot Cap-1 Maneuver02790--- Stage 10-0--- Stage 20-0--- Platoon blocked, %--- Mov Cap-1 Maneuver-279 ---- Mov Cap-2 Maneuver------ Stage 1------ Stage 2------ ApproachEBNBSB HCM Control Delay, s20.400 HCM LOSC Minor Lane/Major MvmtNBTEBLn1SBTSBR Capacity (veh/h)-279-- HCM Lane V/C Ratio-0.163-- HCM Control Delay (s)-20.4-- HCM Lane LOS-C-- HCM 95th %tile Q(veh)-0.6-- HCM 2010 TWSC 200: US 17 (Market Street) & Lendire Access Road 06/21/2019 Middlesound WestAM 2021 Future Build + Improvements T. Lee Page 1 Intersection Int Delay, s/veh0.3 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h04101466159140 Future Vol, veh/h04101466159140 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length-0---125 Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow04601629176844 Major/MinorMinor2Major1Major2 Conflicting Flow All-884-0-0 Stage 1------ Stage 2------ Critical Hdwy-6.94 ---- Critical Hdwy Stg 1------ Critical Hdwy Stg 2------ Follow-up Hdwy-3.32 ---- Pot Cap-1 Maneuver02880--- Stage 10-0--- Stage 20-0--- Platoon blocked, %--- Mov Cap-1 Maneuver-288 ---- Mov Cap-2 Maneuver------ Stage 1------ Stage 2------ ApproachEBNBSB HCM Control Delay, s19.800 HCM LOSC Minor Lane/Major MvmtNBTEBLn1SBTSBR Capacity (veh/h)-288-- HCM Lane V/C Ratio-0.158-- HCM Control Delay (s)-19.8-- HCM Lane LOS-C-- HCM 95th %tile Q(veh)-0.6-- HCM 2010 TWSC 200: US 17 (Market Street) & Lendire Access Road 06/20/2019 Middlesound West PM Existing T. Lee Page 4 Intersection Int Delay, s/veh0.1 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h4191981146833 Future Vol, veh/h4191981146833 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0-100--- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow41102201163137 Major/MinorMinor2Major1Major2 Conflicting Flow All277183416680-0 Stage 11650 ----- Stage 21121 ----- Critical Hdwy6.846.944.14--- Critical Hdwy Stg 15.84 ----- Critical Hdwy Stg 25.84 ----- Follow-up Hdwy3.523.322.22--- Pot Cap-1 Maneuver15311381--- Stage 1142 ----- Stage 2273 ----- Platoon blocked, %--- Mov Cap-1 Maneuver15311381--- Mov Cap-2 Maneuver89 ----- Stage 1138 ----- Stage 2273 ----- ApproachEBNBSB HCM Control Delay, s41.60.10 HCM LOSE Minor Lane/Major MvmtNBLNBTEBLn1SBTSBR Capacity (veh/h)381-104-- HCM Lane V/C Ratio0.026-0.053-- HCM Control Delay (s)14.7-41.6-- HCM Lane LOSB-E-- HCM 95th %tile Q(veh)0.1-0.2-- HCM 2010 TWSC 200: US 17 (Market Street) & Lendire Access Road 06/21/2019 Middlesound West PM 2021 FNB T. Lee Page 5 Intersection Int Delay, s/veh0 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h0102042151934 Future Vol, veh/h0102042151934 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length-0 ---- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow0102269168838 Major/MinorMinor2Major1Major2 Conflicting Flow All-863-0-0 Stage 1------ Stage 2------ Critical Hdwy-6.94 ---- Critical Hdwy Stg 1------ Critical Hdwy Stg 2------ Follow-up Hdwy-3.32 ---- Pot Cap-1 Maneuver02980--- Stage 10-0--- Stage 20-0--- Platoon blocked, %--- Mov Cap-1 Maneuver-298 ---- Mov Cap-2 Maneuver------ Stage 1------ Stage 2------ ApproachEBNBSB HCM Control Delay, s17.100 HCM LOSC Minor Lane/Major MvmtNBTEBLn1SBTSBR Capacity (veh/h)-298-- HCM Lane V/C Ratio-0.004-- HCM Control Delay (s)-17.1-- HCM Lane LOS-C-- HCM 95th %tile Q(veh)-0-- HCM 2010 TWSC 200: US 17 (Market Street) & Lendire Access Road 06/21/2019 Middlesound West PM 2021 Future Build T. Lee Page 5 Intersection Int Delay, s/veh0.2 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h03402079151983 Future Vol, veh/h03402079151983 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length-0 ---- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow03802310168892 Major/MinorMinor2Major1Major2 Conflicting Flow All-890-0-0 Stage 1------ Stage 2------ Critical Hdwy-6.94 ---- Critical Hdwy Stg 1------ Critical Hdwy Stg 2------ Follow-up Hdwy-3.32 ---- Pot Cap-1 Maneuver02860--- Stage 10-0--- Stage 20-0--- Platoon blocked, %--- Mov Cap-1 Maneuver-286 ---- Mov Cap-2 Maneuver------ Stage 1------ Stage 2------ ApproachEBNBSB HCM Control Delay, s19.500 HCM LOSC Minor Lane/Major MvmtNBTEBLn1SBTSBR Capacity (veh/h)-286-- HCM Lane V/C Ratio-0.132-- HCM Control Delay (s)-19.5-- HCM Lane LOS-C-- HCM 95th %tile Q(veh)-0.5-- HCM 2010 TWSC 200: US 17 (Market Street) & Lendire Access Road 06/21/2019 Middlesound WestPM 2021 Future Build + Improvements T. Lee Page 1 Intersection Int Delay, s/veh0.2 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h03401466151983 Future Vol, veh/h03401466151983 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length-0---125 Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow03801629168892 Major/MinorMinor2Major1Major2 Conflicting Flow All-844-0-0 Stage 1------ Stage 2------ Critical Hdwy-6.94 ---- Critical Hdwy Stg 1------ Critical Hdwy Stg 2------ Follow-up Hdwy-3.32 ---- Pot Cap-1 Maneuver03070--- Stage 10-0--- Stage 20-0--- Platoon blocked, %--- Mov Cap-1 Maneuver-307 ---- Mov Cap-2 Maneuver------ Stage 1------ Stage 2------ ApproachEBNBSB HCM Control Delay, s18.400 HCM LOSC Minor Lane/Major MvmtNBTEBLn1SBTSBR Capacity (veh/h)-307-- HCM Lane V/C Ratio-0.123-- HCM Control Delay (s)-18.4-- HCM Lane LOS-C-- HCM 95th %tile Q(veh)-0.4-- Middlesound West – Transportation Impact Analysis Middle Sound Loop Road at Lendire Road HCM 2010 TWSC 300: Middle Sound Loop Road/Lendire Road & Lendire Access Road 06/20/2019 Middlesound West AM Existing T. Lee Page 6 Intersection Int Delay, s/veh1 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Traffic Vol, veh/h1423801915335 Future Vol, veh/h1423801915335 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0 ----- Veh in Median Storage, #0-0--0 Grade, %0-0--0 Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow1626892117372 Major/MinorMinor1Major1Major2 Conflicting Flow All506100001100 Stage 1100 ----- Stage 2406 ----- Critical Hdwy6.426.22--4.12- Critical Hdwy Stg 15.42 ----- Critical Hdwy Stg 25.42 ----- Follow-up Hdwy3.5183.318--2.218- Pot Cap-1 Maneuver526956--1480- Stage 1924 ----- Stage 2673 ----- Platoon blocked, %--- Mov Cap-1 Maneuver519956--1480- Mov Cap-2 Maneuver519 ----- Stage 1911 ----- Stage 2673 ----- ApproachWBNBSB HCM Control Delay, s10.300.3 HCM LOSB Minor Lane/Major MvmtNBTNBRWBLn1SBLSBT Capacity (veh/h)--7251480- HCM Lane V/C Ratio--0.0570.011- HCM Control Delay (s)--10.37.50 HCM Lane LOS--BAA HCM 95th %tile Q(veh)--0.20- HCM 2010 TWSC 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road 06/21/2019 Middlesound West AM 2021 FNB T. Lee Page 7 Intersection Int Delay, s/veh0.8 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Traffic Vol, veh/h14161001915353 Future Vol, veh/h14161001915353 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0 ----- Veh in Median Storage, #0-0--0 Grade, %0-0--0 Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow16181112117392 Major/MinorMinor1Major1Major2 Conflicting Flow All548122001320 Stage 1122 ----- Stage 2426 ----- Critical Hdwy6.426.22--4.12- Critical Hdwy Stg 15.42 ----- Critical Hdwy Stg 25.42 ----- Follow-up Hdwy3.5183.318--2.218- Pot Cap-1 Maneuver497929--1453- Stage 1903 ----- Stage 2659 ----- Platoon blocked, %--- Mov Cap-1 Maneuver490929--1453- Mov Cap-2 Maneuver490 ----- Stage 1889 ----- Stage 2659 ----- ApproachWBNBSB HCM Control Delay, s10.800.3 HCM LOSB Minor Lane/Major MvmtNBTNBRWBLn1SBLSBT Capacity (veh/h)--6551453- HCM Lane V/C Ratio--0.0510.011- HCM Control Delay (s)--10.87.50 HCM Lane LOS--BAA HCM 95th %tile Q(veh)--0.20- HCM 2010 TWSC 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road 06/21/2019 Middlesound West AM 2021 Future Build T. Lee Page 7 Intersection Int Delay, s/veh1 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Traffic Vol, veh/h23161232215393 Future Vol, veh/h23161232215393 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0 ----- Veh in Median Storage, #0-0--0 Grade, %0-0--0 Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow26181372417437 Major/MinorMinor1Major1Major2 Conflicting Flow All620149001610 Stage 1149 ----- Stage 2471 ----- Critical Hdwy6.426.22--4.12- Critical Hdwy Stg 15.42 ----- Critical Hdwy Stg 25.42 ----- Follow-up Hdwy3.5183.318--2.218- Pot Cap-1 Maneuver452898--1418- Stage 1879 ----- Stage 2628 ----- Platoon blocked, %--- Mov Cap-1 Maneuver445898--1418- Mov Cap-2 Maneuver445 ----- Stage 1865 ----- Stage 2628 ----- ApproachWBNBSB HCM Control Delay, s1200.3 HCM LOSB Minor Lane/Major MvmtNBTNBRWBLn1SBLSBT Capacity (veh/h)--5611418- HCM Lane V/C Ratio--0.0770.012- HCM Control Delay (s)--127.60 HCM Lane LOS--BAA HCM 95th %tile Q(veh)--0.20- HCM 2010 TWSC 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road 06/20/2019 Middlesound West PM Existing T. Lee Page 6 Intersection Int Delay, s/veh1.2 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Traffic Vol, veh/h222928497187 Future Vol, veh/h222928497187 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0 ----- Veh in Median Storage, #0-0--0 Grade, %0-0--0 Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow2432316108208 Major/MinorMinor1Major1Major2 Conflicting Flow All545321003260 Stage 1321 ----- Stage 2224 ----- Critical Hdwy6.426.22--4.12- Critical Hdwy Stg 15.42 ----- Critical Hdwy Stg 25.42 ----- Follow-up Hdwy3.5183.318--2.218- Pot Cap-1 Maneuver499720--1234- Stage 1735 ----- Stage 2813 ----- Platoon blocked, %--- Mov Cap-1 Maneuver496720--1234- Mov Cap-2 Maneuver496 ----- Stage 1730 ----- Stage 2813 ----- ApproachWBNBSB HCM Control Delay, s11.600.3 HCM LOSB Minor Lane/Major MvmtNBTNBRWBLn1SBLSBT Capacity (veh/h)--6031234- HCM Lane V/C Ratio--0.0940.006- HCM Control Delay (s)--11.67.90 HCM Lane LOS--BAA HCM 95th %tile Q(veh)--0.30- HCM 2010 TWSC 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road 06/21/2019 Middlesound West PM 2021 FNB T. Lee Page 7 Intersection Int Delay, s/veh1 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Traffic Vol, veh/h222130497196 Future Vol, veh/h222130497196 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0 ----- Veh in Median Storage, #0-0--0 Grade, %0-0--0 Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow2423338108218 Major/MinorMinor1Major1Major2 Conflicting Flow All577343003480 Stage 1343 ----- Stage 2234 ----- Critical Hdwy6.426.22--4.12- Critical Hdwy Stg 15.42 ----- Critical Hdwy Stg 25.42 ----- Follow-up Hdwy3.5183.318--2.218- Pot Cap-1 Maneuver478700--1211- Stage 1719 ----- Stage 2805 ----- Platoon blocked, %--- Mov Cap-1 Maneuver474700--1211- Mov Cap-2 Maneuver474 ----- Stage 1713 ----- Stage 2805 ----- ApproachWBNBSB HCM Control Delay, s1200.3 HCM LOSB Minor Lane/Major MvmtNBTNBRWBLn1SBLSBT Capacity (veh/h)--5631211- HCM Lane V/C Ratio--0.0850.006- HCM Control Delay (s)--1280 HCM Lane LOS--BAA HCM 95th %tile Q(veh)--0.30- HCM 2010 TWSC 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road 06/21/2019 Middlesound West PM 2021 Future Build T. Lee Page 7 Intersection Int Delay, s/veh1.1 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Traffic Vol, veh/h3021353147233 Future Vol, veh/h3021353147233 Conflicting Peds, #/hr0 00000 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0 ----- Veh in Median Storage, #0-0--0 Grade, %0-0--0 Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow3323392168259 Major/MinorMinor1Major1Major2 Conflicting Flow All675400004080 Stage 1400 ----- Stage 2275 ----- Critical Hdwy6.426.22--4.12- Critical Hdwy Stg 15.42 ----- Critical Hdwy Stg 25.42 ----- Follow-up Hdwy3.5183.318--2.218- Pot Cap-1 Maneuver419650--1151- Stage 1677 ----- Stage 2771 ----- Platoon blocked, %--- Mov Cap-1 Maneuver416650--1151- Mov Cap-2 Maneuver416 ----- Stage 1672 ----- Stage 2771 ----- ApproachWBNBSB HCM Control Delay, s13.300.2 HCM LOSB Minor Lane/Major MvmtNBTNBRWBLn1SBLSBT Capacity (veh/h)--4881151- HCM Lane V/C Ratio--0.1160.007- HCM Control Delay (s)--13.38.10 HCM Lane LOS--BAA HCM 95th %tile Q(veh)--0.40- Middlesound West – Transportation Impact Analysis Lendire Road at Site Access 1 HCM 2010 TWSC 400: Lendire Road & Site Access 1 06/21/2019 Middlesound West AM 2021 Future Build T. Lee Page 9 Intersection Int Delay, s/veh1.1 MovementEBLEBTWBTWBRSBLSBR Lane Configurations Traffic Vol, veh/h336811623404 Future Vol, veh/h336811623404 Conflicting Peds, #/hr0 00000 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-None Storage Length----0- Veh in Median Storage, #-00-0- Grade, %-00-0- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow340912926444 Major/MinorMajor1Major2Minor2 Conflicting Flow All1550-0557142 Stage 1----142- Stage 2----415- Critical Hdwy4.12---6.426.22 Critical Hdwy Stg 1----5.42- Critical Hdwy Stg 2----5.42- Follow-up Hdwy2.218---3.5183.318 Pot Cap-1 Maneuver1425---491906 Stage 1----885- Stage 2----666- Platoon blocked, %--- Mov Cap-1 Maneuver1425---490906 Mov Cap-2 Maneuver----490- Stage 1----882- Stage 2----666- ApproachEBWBSB HCM Control Delay, s0.1012.8 HCM LOSB Minor Lane/Major MvmtEBLEBTWBTWBRSBLn1 Capacity (veh/h)1425---511 HCM Lane V/C Ratio0.002---0.096 HCM Control Delay (s)7.50--12.8 HCM Lane LOSAA--B HCM 95th %tile Q(veh)0---0.3 HCM 2010 TWSC 400: Lendire Road & Site Access 1 06/21/2019 Middlesound WestAM 2021 Future Build + Improvements T. Lee Page 2 Intersection Int Delay, s/veh1.1 MovementEBLEBTWBTWBRSBLSBR Lane Configurations Traffic Vol, veh/h336811623404 Future Vol, veh/h336811623404 Conflicting Peds, #/hr0 00000 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-None Storage Length---500- Veh in Median Storage, #-00-0- Grade, %-00-0- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow340912926444 Major/MinorMajor1Major2Minor2 Conflicting Flow All1550-0544129 Stage 1----129- Stage 2----415- Critical Hdwy4.12---6.426.22 Critical Hdwy Stg 1----5.42- Critical Hdwy Stg 2----5.42- Follow-up Hdwy2.218---3.5183.318 Pot Cap-1 Maneuver1425---500921 Stage 1----897- Stage 2----666- Platoon blocked, %--- Mov Cap-1 Maneuver1425---499921 Mov Cap-2 Maneuver----499- Stage 1----894- Stage 2----666- ApproachEBWBSB HCM Control Delay, s0.1012.6 HCM LOSB Minor Lane/Major MvmtEBLEBTWBTWBRSBLn1 Capacity (veh/h)1425---521 HCM Lane V/C Ratio0.002---0.094 HCM Control Delay (s)7.50--12.6 HCM Lane LOSAA--B HCM 95th %tile Q(veh)0---0.3 HCM 2010 TWSC 400: Lendire Road & Site Access 1 06/21/2019 Middlesound West PM 2021 Future Build T. Lee Page 9 Intersection Int Delay, s/veh1 MovementEBLEBTWBTWBRSBLSBR Lane Configurations Traffic Vol, veh/h520332549374 Future Vol, veh/h520332549374 Conflicting Peds, #/hr0 00000 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-None Storage Length----0- Veh in Median Storage, #-00-0- Grade, %-00-0- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow622636154414 Major/MinorMajor1Major2Minor2 Conflicting Flow All4150-0626388 Stage 1----388- Stage 2----238- Critical Hdwy4.12---6.426.22 Critical Hdwy Stg 1----5.42- Critical Hdwy Stg 2----5.42- Follow-up Hdwy2.218---3.5183.318 Pot Cap-1 Maneuver1144---448660 Stage 1----686- Stage 2----802- Platoon blocked, %--- Mov Cap-1 Maneuver1144---445660 Mov Cap-2 Maneuver----445- Stage 1----682- Stage 2----802- ApproachEBWBSB HCM Control Delay, s0.2013.7 HCM LOSB Minor Lane/Major MvmtEBLEBTWBTWBRSBLn1 Capacity (veh/h)1144---460 HCM Lane V/C Ratio0.005---0.099 HCM Control Delay (s)8.20--13.7 HCM Lane LOSAA--B HCM 95th %tile Q(veh)0---0.3 HCM 2010 TWSC 400: Lendire Road & Site Access 1 06/21/2019 Middlesound WestPM 2021 Future Build + Improvements T. Lee Page 2 Intersection Int Delay, s/veh0.9 MovementEBLEBTWBTWBRSBLSBR Lane Configurations Traffic Vol, veh/h520332549374 Future Vol, veh/h520332549374 Conflicting Peds, #/hr0 00000 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-None Storage Length---500- Veh in Median Storage, #-00-0- Grade, %-00-0- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow622636154414 Major/MinorMajor1Major2Minor2 Conflicting Flow All4150-0599361 Stage 1----361- Stage 2----238- Critical Hdwy4.12---6.426.22 Critical Hdwy Stg 1----5.42- Critical Hdwy Stg 2----5.42- Follow-up Hdwy2.218---3.5183.318 Pot Cap-1 Maneuver1144---465684 Stage 1----705- Stage 2----802- Platoon blocked, %--- Mov Cap-1 Maneuver1144---462684 Mov Cap-2 Maneuver----462- Stage 1----701- Stage 2----802- ApproachEBWBSB HCM Control Delay, s0.2013.3 HCM LOSB Minor Lane/Major MvmtEBLEBTWBTWBRSBLn1 Capacity (veh/h)1144---477 HCM Lane V/C Ratio0.005---0.096 HCM Control Delay (s)8.20--13.3 HCM Lane LOSAA--B HCM 95th %tile Q(veh)0---0.3 Middlesound West – Transportation Impact Analysis Lendire Access Road at Site Access 2 HCM 2010 TWSC 500: Lendire Access Road & Site Access 2 06/21/2019 Middlesound West AM 2021 Future Build T. Lee Page 11 Intersection Int Delay, s/veh4.5 MovementEBLEBTWBTWBRSBLSBR Lane Configurations Traffic Vol, veh/h351723369 Future Vol, veh/h351723369 Conflicting Peds, #/hr0 00000 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-None Storage Length----0- Veh in Median Storage, #-00-0- Grade, %-00-0- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow3619264010 Major/MinorMajor1Major2Minor2 Conflicting Flow All450-04432 Stage 1----32- Stage 2----12- Critical Hdwy4.12---6.426.22 Critical Hdwy Stg 1----5.42- Critical Hdwy Stg 2----5.42- Follow-up Hdwy2.218---3.5183.318 Pot Cap-1 Maneuver1563---9671042 Stage 1----991- Stage 2----1011- Platoon blocked, %--- Mov Cap-1 Maneuver1563---9651042 Mov Cap-2 Maneuver----965- Stage 1----989- Stage 2----1011- ApproachEBWBSB HCM Control Delay, s2.708.9 HCM LOSA Minor Lane/Major MvmtEBLEBTWBTWBRSBLn1 Capacity (veh/h)1563---979 HCM Lane V/C Ratio0.002---0.051 HCM Control Delay (s)7.30--8.9 HCM Lane LOSAA--A HCM 95th %tile Q(veh)0---0.2 HCM 2010 TWSC 500: Lendire Access Road & Site Access 2 06/21/2019 Middlesound West PM 2021 Future Build T. Lee Page 11 Intersection Int Delay, s/veh3.1 MovementEBLEBTWBTWBRSBLSBR Lane Configurations Traffic Vol, veh/h513449338 Future Vol, veh/h513449338 Conflicting Peds, #/hr0 00000 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-None Storage Length----0- Veh in Median Storage, #-00-0- Grade, %-00-0- Peak Hour Factor909090909090 Heavy Vehicles, %2 22222 Mvmt Flow613854379 Major/MinorMajor1Major2Minor2 Conflicting Flow All920-07865 Stage 1----65- Stage 2----13- Critical Hdwy4.12---6.426.22 Critical Hdwy Stg 1----5.42- Critical Hdwy Stg 2----5.42- Follow-up Hdwy2.218---3.5183.318 Pot Cap-1 Maneuver1503---925999 Stage 1----958- Stage 2----1010- Platoon blocked, %--- Mov Cap-1 Maneuver1503---921999 Mov Cap-2 Maneuver----921- Stage 1----954- Stage 2----1010- ApproachEBWBSB HCM Control Delay, s6.209 HCM LOSA Minor Lane/Major MvmtEBLEBTWBTWBRSBLn1 Capacity (veh/h)1503---935 HCM Lane V/C Ratio0.004---0.049 HCM Control Delay (s)7.40--9 HCM Lane LOSAA--A HCM 95th %tile Q(veh)0---0.2 Middlesound West – Transportation Impact Analysis Queueing and Blocking Reports Queuing and Blocking Report AM Existing 06/20/2019 Middlesound West SimTraffic Report T. Lee Page 1 Intersection: 100: US 17 (Market Street) & Middle Sound Loop Road MovementEBEBEBWBWBWBWBNBNBNBNBSB Directions ServedLTRLLTRLTTRL Maximum Queue (ft)9081830037138024220011635240853149 Average Queue (ft)317762981892095873642091811581 95th Queue (ft)7595230429330614714411333733141162 Link Distance (ft)803169814851485 Upstream Blk Time (%)68 Queuing Penalty (veh)237 Storage Bay Dist (ft)150275425425150350900150 Storage Blk Time (%)94102 Queuing Penalty (veh)1135010 Intersection: 100: US 17 (Market Street) & Middle Sound Loop Road MovementSBSBSB Directions ServedTTR Maximum Queue (ft)359360225 Average Queue (ft)26825270 95th Queue (ft)396391224 Link Distance (ft)339339 Upstream Blk Time (%)43 Queuing Penalty (veh)3023 Storage Bay Dist (ft)125 Storage Blk Time (%)2121 Queuing Penalty (veh)1910 Intersection: 200: US 17 (Market Street) & Lendire Access Road MovementEBNBSBSB Directions ServedLRLTTR Maximum Queue (ft)5350239220 Average Queue (ft)1044743 95th Queue (ft)3522162157 Link Distance (ft)64214471447 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report AM Existing 06/20/2019 Middlesound West SimTraffic Report T. Lee Page 2 Intersection: 300: Middle Sound Loop Road/Lendire Road & Lendire Access Road MovementWBSB Directions ServedLRLT Maximum Queue (ft)4591446 Average Queue (ft)216908 95th Queue (ft)4801753 Link Distance (ft)6421412 Upstream Blk Time (%)26 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 449 Queuing and Blocking Report AM 2021 FNB 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 1 Intersection: 2: MIddle Sound Loop Road Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementEBEBEBEBWBWBWBWBNBNBNBNB Directions ServedLTRRLLTRLTTR Maximum Queue (ft)19714626821239640925020035050344276 Average Queue (ft)11166130118199225687915528627716 95th Queue (ft)18212720518331933015316233444443352 Link Distance (ft)284284169814731473 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)150125425425150350900 Storage Blk Time (%)61116 00305 Queuing Penalty (veh)42179021916 Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementSBSBSBSB Directions ServedLTTR Maximum Queue (ft)149364369275 Average Queue (ft)11132332559 95th Queue (ft)180386393220 Link Distance (ft)332332 Upstream Blk Time (%)1716 Queuing Penalty (veh)135128 Storage Bay Dist (ft)150175 Storage Blk Time (%)113433 Queuing Penalty (veh)753216 Queuing and Blocking Report AM 2021 FNB 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 2 Intersection: 200: US 17 (Market Street) & Lendire Access Road MovementEBSBSB Directions ServedRTTR Maximum Queue (ft)30422390 Average Queue (ft)5155144 95th Queue (ft)21352339 Link Distance (ft)64414151415 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road MovementWBSB Directions ServedLRLT Maximum Queue (ft)4953 Average Queue (ft)192 95th Queue (ft)4017 Link Distance (ft)6441426 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 446 Queuing and Blocking Report AM 2021 Future Build 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 1 Intersection: 2: MIddle Sound Loop Road Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementEBEBEBEBWBWBWBWBNBNBNBNB Directions ServedLTRRLLTRLTTR Maximum Queue (ft)19928021420932733034819134944246663 Average Queue (ft)12263124118184214819313326925816 95th Queue (ft)18216519118730232419417424237437443 Link Distance (ft)288288169814721472 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)150125425425150350900 Storage Blk Time (%)51108501 Queuing Penalty (veh)3114122602 Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementSBSBSBSB Directions ServedLTTR Maximum Queue (ft)149374369275 Average Queue (ft)10833433146 95th Queue (ft)172391408196 Link Distance (ft)335335 Upstream Blk Time (%)1611 Queuing Penalty (veh)13190 Storage Bay Dist (ft)150175 Storage Blk Time (%)73432 Queuing Penalty (veh)473415 Queuing and Blocking Report AM 2021 Future Build 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 2 Intersection: 200: US 17 (Market Street) & Lendire Access Road MovementEBSBSB Directions ServedRTTR Maximum Queue (ft)116351275 Average Queue (ft)37131113 95th Queue (ft)85270244 Link Distance (ft)52314111411 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road MovementWB Directions ServedLR Maximum Queue (ft)27 Average Queue (ft)15 95th Queue (ft)37 Link Distance (ft)87 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 400: Lendire Road & Site Access 1 MovementSB Directions ServedLR Maximum Queue (ft)67 Average Queue (ft)26 95th Queue (ft)47 Link Distance (ft)979 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report AM 2021 Future Build 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 3 Intersection: 500: Lendire Access Road & Site Access 2 MovementEBSB Directions ServedLTLR Maximum Queue (ft)2931 Average Queue (ft)124 95th Queue (ft)1045 Link Distance (ft)871204 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 377 Queuing and Blocking Report AM 2021 Future Build + Improvements 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 1 Intersection: 2: MIddle Sound Loop Road Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementEBEBEBEBWBWBWBWBNBNBNBNB Directions ServedLTRRLLTRLTTR Maximum Queue (ft)19923827722239242623520034947943584 Average Queue (ft)13373143121191219869417626825718 95th Queue (ft)20316622519829634517617830840038346 Link Distance (ft)288288169814721472 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)150125425425150350900 Storage Blk Time (%)1112014 02302 Queuing Penalty (veh)7129201131503 Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementSBSBSBSB Directions ServedLTTR Maximum Queue (ft)150355386275 Average Queue (ft)11331931757 95th Queue (ft)175401414219 Link Distance (ft)335335 Upstream Blk Time (%)107 Queuing Penalty (veh)8359 Storage Bay Dist (ft)150175 Storage Blk Time (%)43127 Queuing Penalty (veh)283113 Queuing and Blocking Report AM 2021 Future Build + Improvements 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 2 Intersection: 200: US 17 (Market Street) & Lendire Access Road MovementEBSBSB Directions ServedRTT Maximum Queue (ft)76245224 Average Queue (ft)268867 95th Queue (ft)56207188 Link Distance (ft)51014101410 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%)3 Queuing Penalty (veh)1 Intersection: 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road MovementWBSB Directions ServedLRLT Maximum Queue (ft)5144 Average Queue (ft)231 95th Queue (ft)4315 Link Distance (ft)87477 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 400: Lendire Road & Site Access 1 MovementSB Directions ServedLR Maximum Queue (ft)73 Average Queue (ft)27 95th Queue (ft)47 Link Distance (ft)972 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report AM 2021 Future Build + Improvements 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 3 Intersection: 500: Lendire Access Road & Site Access 2 MovementSB Directions ServedLR Maximum Queue (ft)78 Average Queue (ft)25 95th Queue (ft)53 Link Distance (ft)1204 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 305 Queuing and Blocking Report PM Existing 06/20/2019 Middlesound West SimTraffic Report T. Lee Page 1 Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementEBEBEBWBWBWBWBNBNBNBNBSB Directions ServedLTRLLTRLTTRL Maximum Queue (ft)200472300341323358200349719713153150 Average Queue (ft)13416018418119314712015234533435132 95th Queue (ft)230358311282285322214292755760102170 Link Distance (ft)800169814841484 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)150275425425150350900150 Storage Blk Time (%)24141141501534 Queuing Penalty (veh)502815454022217 Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementSBSBSB Directions ServedTTR Maximum Queue (ft)362385225 Average Queue (ft)25424914 95th Queue (ft)48448682 Link Distance (ft)339339 Upstream Blk Time (%)148 Queuing Penalty (veh)10658 Storage Bay Dist (ft)125 Storage Blk Time (%)2417 Queuing Penalty (veh)2611 Intersection: 200: US 17 (Market Street) & Lendire Access Road MovementEBNBSBSB Directions ServedLRLTTR Maximum Queue (ft)3131474464 Average Queue (ft)3411091 95th Queue (ft)1820336306 Link Distance (ft)64214471447 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report PM Existing 06/20/2019 Middlesound West SimTraffic Report T. Lee Page 2 Intersection: 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road MovementWBSB Directions ServedLRLT Maximum Queue (ft)4930 Average Queue (ft)231 95th Queue (ft)4110 Link Distance (ft)6421477 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 627 Queuing and Blocking Report PM 2021 FNB 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 1 Intersection: 2: MIddle Sound Loop Road MovementSE Directions ServedT Maximum Queue (ft)20 Average Queue (ft)1 95th Queue (ft)6 Link Distance (ft)464 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementEBEBEBEBWBWBWBWBNBNBNBNB Directions ServedLTRRLLTRLTTR Maximum Queue (ft)20032222821435637034520035015081508975 Average Queue (ft)15515110084188209108118311927911329 95th Queue (ft)220289180165310318248193424145214471028 Link Distance (ft)291291169814741474 Upstream Blk Time (%)223 Queuing Penalty (veh)300 Storage Bay Dist (ft)150125425425150350900 Storage Blk Time (%)2822115615283315 Queuing Penalty (veh)27237325552515852 Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementSBSBSBSB Directions ServedLTTR Maximum Queue (ft)150357364275 Average Queue (ft)14030729545 95th Queue (ft)165439428196 Link Distance (ft)332332 Upstream Blk Time (%)2513 Queuing Penalty (veh)19195 Storage Bay Dist (ft)150175 Storage Blk Time (%)532225 Queuing Penalty (veh)3502516 Queuing and Blocking Report PM 2021 FNB 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 2 Intersection: 200: US 17 (Market Street) & Lendire Access Road MovementSBSB Directions ServedTTR Maximum Queue (ft)685657 Average Queue (ft)229208 95th Queue (ft)533526 Link Distance (ft)14151415 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road MovementWBNBSB Directions ServedLRTRLT Maximum Queue (ft)492254 Average Queue (ft)2012 95th Queue (ft)45718 Link Distance (ft)6444641426 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1182 Queuing and Blocking Report PM 2021 Future Build 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 1 Intersection: 5: MIddle Sound Loop Road MovementSE Directions ServedT Maximum Queue (ft)502 Average Queue (ft)114 95th Queue (ft)367 Link Distance (ft)495 Upstream Blk Time (%)1 Queuing Penalty (veh)2 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementEBEBEBEBWBWBWBWBNBNBNBNB Directions ServedLTRRLLTRLTTR Maximum Queue (ft)20030127221830231832920035015151524975 Average Queue (ft)155220917517919416413733613211310787 95th Queue (ft)249363185158300305294225405185918711404 Link Distance (ft)286286169814721472 Upstream Blk Time (%)2303939 Queuing Penalty (veh)44000 Storage Bay Dist (ft)150125425425150350900 Storage Blk Time (%)3830147169425651 Queuing Penalty (veh)38431056737386122172 Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementSBSBSBSB Directions ServedLTTR Maximum Queue (ft)150352375275 Average Queue (ft)13427025619 95th Queue (ft)165456479101 Link Distance (ft)334334 Upstream Blk Time (%)2114 Queuing Penalty (veh)161112 Storage Bay Dist (ft)150175 Storage Blk Time (%)382526 Queuing Penalty (veh)2552916 Queuing and Blocking Report PM 2021 Future Build 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 2 Intersection: 200: US 17 (Market Street) & Lendire Access Road MovementEBSBSB Directions ServedRTTR Maximum Queue (ft)53496484 Average Queue (ft)24170143 95th Queue (ft)53440397 Link Distance (ft)53314121412 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road MovementWBSB Directions ServedLRLT Maximum Queue (ft)4924 Average Queue (ft)251 95th Queue (ft)458 Link Distance (ft)78467 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 400: Lendire Road & Site Access 1 MovementSB Directions ServedLR Maximum Queue (ft)48 Average Queue (ft)17 95th Queue (ft)43 Link Distance (ft)986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report PM 2021 Future Build 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 3 Intersection: 500: Lendire Access Road & Site Access 2 MovementEBSB Directions ServedLTLR Maximum Queue (ft)3154 Average Queue (ft)126 95th Queue (ft)1049 Link Distance (ft)781121 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1499 Queuing and Blocking Report PM 2021 Future Build + Improvements 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 1 Intersection: 5: MIddle Sound Loop Road MovementSE Directions ServedT Maximum Queue (ft)514 Average Queue (ft)407 95th Queue (ft)598 Link Distance (ft)495 Upstream Blk Time (%)16 Queuing Penalty (veh)43 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementEBEBEBEBWBWBWBWBNBNBNBNB Directions ServedLTRRLLTRLTTR Maximum Queue (ft)20035526722333234646520035015411517975 Average Queue (ft)17532512811619721419814633015001497947 95th Queue (ft)254364223198298319394237409151915101193 Link Distance (ft)287287169814781478 Upstream Blk Time (%)7506563 Queuing Penalty (veh)142000 Storage Bay Dist (ft)150125425425150350900 Storage Blk Time (%)635635271824566472 Queuing Penalty (veh)628024197392513141244 Intersection: 100: US 17 (Market Street) & MIddle Sound Loop Road MovementSBSBSBSB Directions ServedLTTR Maximum Queue (ft)150350366275 Average Queue (ft)13327026033 95th Queue (ft)168472479168 Link Distance (ft)334334 Upstream Blk Time (%)2315 Queuing Penalty (veh)177118 Storage Bay Dist (ft)150175 Storage Blk Time (%)392426 Queuing Penalty (veh)2642717 Queuing and Blocking Report PM 2021 Future Build + Improvements 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 2 Intersection: 200: US 17 (Market Street) & Lendire Access Road MovementEBSBSBSB Directions ServedRTTR Maximum Queue (ft)93665562225 Average Queue (ft)3322420230 95th Queue (ft)78547490156 Link Distance (ft)52114111411 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)125 Storage Blk Time (%)15 Queuing Penalty (veh)13 Intersection: 300: MIddle Sound Loop Road/Lendire Road & Lendire Access Road MovementWBSB Directions ServedLRLT Maximum Queue (ft)92310 Average Queue (ft)3454 95th Queue (ft)67184 Link Distance (ft)78467 Upstream Blk Time (%)2 Queuing Penalty (veh)1 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 400: Lendire Road & Site Access 1 MovementEBSB Directions ServedLTLR Maximum Queue (ft)3169 Average Queue (ft)125 95th Queue (ft)1047 Link Distance (ft)1083978 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report PM 2021 Future Build + Improvements 06/21/2019 Middlesound West SimTraffic Report T. Lee Page 3 Intersection: 500: Lendire Access Road & Site Access 2 MovementSB Directions ServedLR Maximum Queue (ft)54 Average Queue (ft)25 95th Queue (ft)51 Link Distance (ft)1121 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 2050 Middlesound West – Transportation Impact Analysis Traffic Volume Data 10 0 10 0 AM P e a k 20 1 9 T M C B a l a n c i n g 2 0 1 9 E x i s t i n g 2 0 2 1 P r o j e c t e d Ap p r o v e d De v e l o p m e n t 20 2 1 F N B S i t e T r i p s 20 2 1 F u l l Bu i l d PM P e a k 20 1 9 T M C B a l a n c i n g 2 0 1 9 E x i s t i n g 20 2 1 Pr o j e c t e d Ap p r o v e d De v e l o p m e n t 2021 FNBSite Trips2021 Full Build EB L 7 3 7 3 7 4 4 9 1 2 3 4 0 1 6 3 E B L 8 4 8 4 8 6 2 1 1 0 7 3 7 1 4 4 EB T 4 7 4 7 4 8 1 1 5 9 4 6 3 E B T 8 7 8 7 8 9 5 9 4 4 9 8 EB R 2 4 8 2 4 8 2 5 3 3 8 2 9 1 4 2 9 5 E B R 1 1 8 1 1 8 1 2 0 1 6 1 3 6 4 1 4 0 WB L 4 8 4 4 8 4 4 9 4 0 4 9 4 4 9 4 W B L 2 8 5 2 8 5 2 9 1 0 2 9 1 2 9 1 WB T 6 8 6 8 6 9 1 1 8 0 5 8 5 W B T 7 7 7 7 7 9 5 8 4 1 1 9 5 WB R 1 2 1 1 2 1 1 2 3 0 1 2 3 1 2 3 W B R 1 1 7 1 1 7 1 1 9 0 1 1 9 1 1 9 NB L 8 4 8 4 8 6 4 0 1 3 3 2 0 1 5 3 N B L 1 4 8 1 4 8 1 5 1 1 6 1 7 6 4 3 2 1 9 NB T 1 1 6 3 1 1 6 3 1 1 8 6 0 1 1 7 9 1 1 7 9 N B T 1 7 8 9 1 7 8 9 1 8 2 5 0 1 8 1 6 1 8 1 6 NB R 1 3 1 1 3 1 1 3 4 0 1 3 4 1 3 4 N B R 3 3 3 3 3 3 3 4 0 0 3 4 0 3 4 0 SB L 9 3 9 3 9 5 0 9 5 4 9 9 S B L 1 0 9 1 0 9 1 1 1 0 1 1 1 4 1 1 5 SB T 1 3 7 5 1 3 7 5 1 4 0 3 0 1 4 0 3 3 1 1 4 3 4 S B T 1 2 9 7 1 2 9 7 1 3 2 3 0 1 3 2 3 2 9 1 3 5 2 SB R 4 7 4 7 4 8 0 4 8 4 8 S B R 6 3 6 3 6 4 0 6 4 6 4 To t a l 3 9 3 4 0 3 9 3 4 4 0 1 3 1 4 9 4 1 6 2 1 0 8 4 2 7 0 T o t a l 4 5 0 7 0 4 5 0 7 4 5 9 8 6 3 4 6 6 1 1 3 2 4 7 9 3 20 0 20 0 AM P e a k 20 1 9 T M C B a l a n c i n g 2 0 1 9 E x i s t i n g 2 0 2 1 P r o j e c t e d Ap p r o v e d De v e l o p m e n t 20 2 1 F N B S i t e T r i p s 20 2 1 F u l l Bu i l d PM P e a k 20 1 9 T M C B a l a n c i n g 2 0 1 9 E x i s t i n g 20 2 1 Pr o j e c t e d Ap p r o v e d De v e l o p m e n t 2021 FNBSite Trips2021 Full Build EB L 0 0 0 0 0 E B L 0 0 0 0 0 EB T 0 0 0 0 0 E B T 0 0 0 0 0 EB R 5 5 5 5 3 6 4 1 E B R 1 1 1 1 3 3 3 4 WB L 0 0 0 0 0 W B L 0 0 0 0 0 WB T 0 0 0 0 0 W B T 0 0 0 0 0 WB R 0 0 0 0 0 W B R 0 0 0 0 0 NB L 7 7 7 0 0 N B L 9 9 9 0 0 NB T 0 1 3 5 0 1 3 5 0 1 3 7 7 4 9 1 4 2 6 4 0 1 4 6 6 N B T 0 1 9 8 1 1 9 8 1 2 0 2 1 2 1 2 0 4 2 3 7 2 0 7 9 NB R 0 0 0 0 0 N B R 0 0 0 0 0 SB L 0 0 0 0 0 S B L 0 0 0 0 0 SB T 0 1 5 1 0 1 5 1 0 1 5 4 0 5 1 1 5 9 1 1 5 9 1 S B T 0 1 4 6 8 1 4 6 8 1 4 9 8 2 1 1 5 1 9 1 5 1 9 SB R 1 7 1 7 1 7 1 7 2 3 4 0 S B R 3 3 3 3 3 4 3 4 4 9 8 3 To t a l 2 9 2 8 6 0 2 8 8 9 2 9 4 6 1 0 0 3 0 3 9 9 9 3 1 3 8 T o t a l 4 3 3 4 4 9 3 4 9 2 3 5 6 2 4 2 3 5 9 6 1 1 9 3 7 1 5 30 0 30 0 AM P e a k 20 1 9 T M C B a l a n c i n g 2 0 1 9 E x i s t i n g 2 0 2 1 P r o j e c t e d Ap p r o v e d De v e l o p m e n t 20 2 1 F N B S i t e T r i p s 20 2 1 F u l l Bu i l d PM P e a k 20 1 9 T M C B a l a n c i n g 2 0 1 9 E x i s t i n g 20 2 1 Pr o j e c t e d Ap p r o v e d De v e l o p m e n t 2021 FNBSite Trips2021 Full Build EB L 0 0 0 0 0 E B L 0 0 0 0 0 EB T 0 0 0 0 0 E B T 0 0 0 0 0 EB R 0 0 0 0 0 E B R 0 0 0 0 0 WB L 1 4 1 4 1 4 1 4 9 2 3 W B L 2 2 2 2 2 2 2 2 8 3 0 WB T 0 0 0 0 0 W B T 0 0 0 0 0 WB R 2 3 2 3 2 3 1 6 1 6 W B R 2 9 2 9 3 0 2 1 2 1 NB L 0 0 0 0 0 N B L 0 0 0 0 0 NB T 8 0 8 0 8 2 1 1 1 0 0 2 3 1 2 3 N B T 2 8 4 2 8 4 2 9 0 5 3 0 4 4 9 3 5 3 NB R 1 9 1 9 1 9 1 9 3 2 2 N B R 9 9 9 9 5 1 4 SB L 1 5 1 5 1 5 1 5 1 5 S B L 7 7 7 7 7 SB T 3 3 5 3 3 5 3 4 2 1 1 3 5 3 4 0 3 9 3 S B T 1 8 7 1 8 7 1 9 1 5 1 9 6 3 7 2 3 3 SB R 0 0 0 0 0 S B R 0 0 0 0 0 To t a l 4 8 6 0 4 8 6 4 9 5 2 2 5 1 7 7 5 5 9 2 T o t a l 5 3 8 0 5 3 8 5 4 9 1 0 5 5 9 9 9 6 5 8 US 1 7 ( M a r k e t S t r e e t ) a t S R 1 4 0 3 ( M i d d l e S o u n d L o o p R o a d ) US 1 7 ( M a r k e t S t r e e t ) a t S R 1 4 0 3 ( M i d d l e S o u n d L o o p R o a d ) US 1 7 ( M a r k e t S t r e e t ) a t L e n d i r e A c c e s s R o a d US 1 7 ( M a r k e t S t r e e t ) a t L e n d i r e A c c e s s R o a d SR 2 8 9 2 ( L e n d i r e R o a d ) a t L e n d i r e A c c e s s R o a d SR 2 8 9 2 ( L e n d i r e R o a d ) a t L e n d i r e A c c e s s R o a d 40 0 40 0 AM P e a k 20 1 9 T M C B a l a n c i n g 2 0 1 9 E x i s t i n g 2 0 2 1 P r o j e c t e d Ap p r o v e d De v e l o p m e n t 20 2 1 F N B S i t e T r i p s 20 2 1 F u l l Bu i l d PM P e a k 20 1 9 T M C B a l a n c i n g 2 0 1 9 E x i s t i n g 20 2 1 Pr o j e c t e d Ap p r o v e d De v e l o p m e n t 2021 FNBSite Trips2021 Full Build EB L 0 0 0 3 3 E B L 0 0 0 5 5 EB T 0 0 1 1 1 1 3 6 8 E B T 0 0 5 5 2 0 3 EB R 0 0 0 0 E B R 0 0 0 0 WB L 0 0 0 0 W B L 0 0 0 0 WB T 0 0 1 1 1 1 1 1 6 W B T 0 0 5 5 3 2 5 WB R 0 0 0 2 3 2 3 W B R 0 0 0 4 9 4 9 NB L 0 0 0 0 N B L 0 0 0 0 NB T 0 0 0 0 N B T 0 0 0 0 NB R 0 0 0 0 N B R 0 0 0 0 SB L 0 0 0 4 0 4 0 S B L 0 0 0 3 7 3 7 SB T 0 0 0 0 S B T 0 0 0 0 SB R 0 0 0 4 4 S B R 0 0 0 4 4 To t a l 0 0 0 0 2 2 2 2 7 0 5 5 4 T o t a l 0 0 0 0 1 0 1 0 9 5 6 2 3 50 0 50 0 AM P e a k 20 1 9 T M C B a l a n c i n g 2 0 1 9 E x i s t i n g 2 0 2 1 P r o j e c t e d Ap p r o v e d De v e l o p m e n t 20 2 1 F N B S i t e T r i p s 20 2 1 F u l l Bu i l d PM P e a k 20 1 9 T M C B a l a n c i n g 2 0 1 9 E x i s t i n g 20 2 1 Pr o j e c t e d Ap p r o v e d De v e l o p m e n t 2021 FNBSite Trips2021 Full Build EB L 0 0 0 3 3 E B L 0 0 0 5 5 EB T 0 0 0 5 E B T 0 0 0 1 EB R 0 0 0 0 E B R 0 0 0 0 WB L 0 0 0 0 W B L 0 0 0 0 WB T 0 0 0 1 7 W B T 0 0 0 3 4 WB R 0 0 0 2 3 2 3 W B R 0 0 0 4 9 4 9 NB L 0 0 0 0 N B L 0 0 0 0 NB T 0 0 0 0 N B T 0 0 0 0 NB R 0 0 0 0 N B R 0 0 0 0 SB L 0 0 0 3 6 3 6 S B L 0 0 0 3 3 3 3 SB T 0 0 0 0 S B T 0 0 0 0 SB R 0 0 0 9 9 S B R 0 0 0 8 8 To t a l 0 0 0 0 0 0 7 1 9 3 T o t a l 0 0 0 0 0 0 9 5 1 3 0 SR 2 8 9 2 ( L e n d i r e R o a d ) a t S i t e A c c e s s 2 SR 2 8 9 2 ( L e n d i r e R o a d ) a t S i t e A c c e s s 2 SR 2 8 9 2 ( L e n d i r e R o a d ) a t S i t e A c c e s s 1 SR 2 8 9 2 ( L e n d i r e R o a d ) a t S i t e A c c e s s 1 File Name : 190231 US 17 (Market St) @ SR 1403 (Middle Sound Loop Rd) Site Code : 00190231 Start Date : 4/24/2019 Page No : 1 Counted by: L. Bounds Weather: Clear Groups Printed- Cars - Trucks and Buses Market st Southbound Middle Sound Loop Rd Westbound Market st Northbound Middle Sound Loop Rd Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 07:00 AM 14 458 37 509 18 9 85 112 24 217 17 258 46 4 9 59 938 07:15 AM 9 298 28 335 37 15 135 187 33 297 12 342 63 6 27 96 960 07:30 AM 14 442 33 489 36 15 100 151 29 312 27 368 69 9 13 91 1099 07:45 AM 9 253 12 274 23 21 137 181 22 267 23 312 51 16 16 83 850 Total 46 1451 110 1607 114 60 457 631 108 1093 79 1280 229 35 65 329 3847 08:00 AM 15 382 20 417 25 17 112 154 47 287 22 356 65 16 17 98 1025 08:15 AM 15 345 14 374 28 9 82 119 49 312 26 387 54 4 20 78 958 08:30 AM 17 362 9 388 36 10 107 153 42 316 8 366 49 17 31 97 1004 08:45 AM 15 356 11 382 24 3 58 85 36 269 22 327 38 6 14 58 852 Total 62 1445 54 1561 113 39 359 511 174 1184 78 1436 206 43 82 331 3839 *** BREAK *** 04:00 PM 9 394 36 439 31 12 48 91 70 448 26 544 31 14 13 58 1132 04:15 PM 12 248 30 290 30 22 70 122 47 439 31 517 28 13 10 51 980 04:30 PM 16 300 28 344 28 17 63 108 41 445 24 510 14 18 23 55 1017 04:45 PM 17 273 18 308 34 14 68 116 75 447 30 552 21 24 15 60 1036 Total 54 1215 112 1381 123 65 249 437 233 1779 111 2123 94 69 61 224 4165 05:00 PM 19 384 29 432 32 16 85 133 74 540 36 650 36 16 20 72 1287 05:15 PM 20 277 18 315 34 22 77 133 52 372 37 461 18 29 15 62 971 05:30 PM 12 340 36 388 24 19 68 111 66 515 38 619 28 18 31 77 1195 05:45 PM 12 296 26 334 27 20 55 102 141 362 37 540 36 24 18 78 1054 Total 63 1297 109 1469 117 77 285 479 333 1789 148 2270 118 87 84 289 4507 *** BREAK *** Grand Total 225 5408 385 6018 467 241 1350 2058 848 5845 416 7109 647 234 292 1173 16358 Apprch %3.7 89.9 6.4 22.7 11.7 65.6 11.9 82.2 5.9 55.2 19.9 24.9 Total %1.4 33.1 2.4 36.8 2.9 1.5 8.3 12.6 5.2 35.7 2.5 43.5 4 1.4 1.8 7.2 Cars 216 5311 371 5898 445 236 1327 2008 831 5722 412 6965 644 232 288 1164 16035 % Cars 96 98.2 96.4 98 95.3 97.9 98.3 97.6 98 97.9 99 98 99.5 99.1 98.6 99.2 98 Trucks and Buses 9 97 14 120 22 5 23 50 17 123 4 144 3 2 4 9 323 % Trucks and Buses 4 1.8 3.6 2 4.7 2.1 1.7 2.4 2 2.1 1 2 0.5 0.9 1.4 0.8 2 DAVENPORT 119 Brookstown Ave., Suite PH1, Winston Salem NC, 27101 Ph:(336)744-1636 File Name : 190231 US 17 (Market St) @ SR 1403 (Middle Sound Loop Rd) Site Code : 00190231 Start Date : 4/24/2019 Page No : 2 Market st M i d d l e S o u n d L o o p R d M i d d l e S o u n d L o o p R d Market st Right 216 9 225 Thru 5311 97 5408 Left 371 14 385 InOut Total 6455 5898 12353 149 120 269 6604 12622 6018 Rig h t 44 5 22 46 7 Th r u 23 6 5 24 1 Le f t 13 2 7 23 13 5 0 Ou t To t a l In 14 3 4 20 0 8 34 4 2 33 50 83 14 6 7 35 2 5 20 5 8 Left 412 4 416 Thru 5722 123 5845 Right 831 17 848 Out TotalIn 7282 6965 14247 123 144 267 7405 14514 7109 Le f t 28 8 4 29 2 Th r u23 2 2 23 4 Rig h t 64 4 3 64 7 To t a l Ou t In 86 4 11 6 4 20 2 8 18 9 27 88 2 20 5 5 11 7 3 4/24/2019 07:00 AM 4/24/2019 06:00 PM Cars Trucks and Buses North DAVENPORT 119 Brookstown Ave., Suite PH1, Winston Salem NC, 27101 Ph:(336)744-1636 File Name : 190231 US 17 (Market St) @ SR 1403 (Middle Sound Loop Rd) Site Code : 00190231 Start Date : 4/24/2019 Page No : 3 Market st Southbound Middle Sound Loop Rd Westbound Market st Northbound Middle Sound Loop Rd Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 9 298 28 335 37 15 135 187 33 297 12 342 63 6 27 96 960 07:30 AM 14 442 33 489 36 15 100 151 29 312 27 368 69 9 13 91 1099 07:45 AM 9 253 12 274 23 21 137 181 22 267 23 312 51 16 16 83 850 08:00 AM 15 382 20 417 25 17 112 154 47 287 22 356 65 16 17 98 1025 Total Volume 47 1375 93 1515 121 68 484 673 131 1163 84 1378 248 47 73 368 3934 % App. Total 3.1 90.8 6.1 18 10.1 71.9 9.5 84.4 6.1 67.4 12.8 19.8 PHF .783 .778 .705 .775 .818 .810 .883 .900 .697 .932 .778 .936 .899 .734 .676 .939 .895 Cars 46 1351 87 1484 115 67 478 660 128 1119 84 1331 247 47 72 366 3841 % Cars 97.9 98.3 93.5 98.0 95.0 98.5 98.8 98.1 97.7 96.2 100 96.6 99.6 100 98.6 99.5 97.6 Trucks and Buses 1 24 6 31 6 1 6 13 3 44 0 47 1 0 1 2 93 % Trucks and Buses 2.1 1.7 6.5 2.0 5.0 1.5 1.2 1.9 2.3 3.8 0 3.4 0.4 0 1.4 0.5 2.4 Market st M i d d l e S o u n d L o o p R d M i d d l e S o u n d L o o p R d Market st Right 46 1 47 Thru 1351 24 1375 Left 87 6 93 InOut Total 1306 1484 2790 51 31 82 1357 2872 1515 Rig h t 11 5 6 12 1 Th r u 67 1 68 Le f t 47 8 6 48 4 Ou t To t a l In 26 2 66 0 92 2 9 13 22 27 1 94 4 67 3 Left 84 0 84 Thru 1119 44 1163 Right 128 3 131 Out TotalIn 2076 1331 3407 31 47 78 2107 3485 1378 Le f t 72 1 73 Th r u 47 0 47 Ri g h t 24 7 1 24 8 To t a l Ou t In 19 7 36 6 56 3 2 2 4 19 9 56 7 36 8 Peak Hour Begins at 07:15 AM Cars Trucks and Buses Peak Hour Data North DAVENPORT 119 Brookstown Ave., Suite PH1, Winston Salem NC, 27101 Ph:(336)744-1636 File Name : 190231 US 17 (Market St) @ SR 1403 (Middle Sound Loop Rd) Site Code : 00190231 Start Date : 4/24/2019 Page No : 4 Market st Southbound Middle Sound Loop Rd Westbound Market st Northbound Middle Sound Loop Rd Eastbound Start Time Righ t Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 19 384 29 432 32 16 85 133 74 540 36 650 36 16 20 72 1287 05:15 PM 20 277 18 315 34 22 77 133 52 372 37 461 18 29 15 62 971 05:30 PM 12 340 36 388 24 19 68 111 66 515 38 619 28 18 31 77 1195 05:45 PM 12 296 26 334 27 20 55 102 141 362 37 540 36 24 18 78 1054 Total Volume 63 1297 109 1469 117 77 285 479 333 1789 148 2270 118 87 84 289 4507 % App. Total 4.3 88.3 7.4 24.4 16.1 59.5 14.7 78.8 6.5 40.8 30.1 29.1 PHF .788 .844 .757 .850 .860 .875 .838 .900 .590 .828 .974 .873 .819 .750 .677 .926 .875 Cars 63 1282 109 1454 112 73 279 464 333 1770 147 2250 116 86 83 285 4453 % Cars 100 98.8 100 99.0 95.7 94.8 97.9 96.9 100 98.9 99.3 99.1 98.3 98.9 98.8 98.6 98.8 Trucks and Buses 0 15 0 15 5 4 6 15 0 19 1 20 2 1 1 4 54 % Trucks and Buses 0 1.2 0 1.0 4.3 5.2 2.1 3.1 0 1.1 0.7 0.9 1.7 1.1 1.2 1.4 1.2 Market st M i d d l e S o u n d L o o p R d M i d d l e S o u n d L o o p R d Market st Right 63 0 63 Thru 1282 15 1297 Left 109 0 109 InOut Total 1965 1454 3419 25 15 40 1990 3459 1469 Rig h t 11 2 5 11 7 Th r u 73 4 77 Le f t 27 9 6 28 5 Ou t To t a l In 52 8 46 4 99 2 1 15 16 52 9 10 0 8 47 9 Left 147 1 148 Thru 1770 19 1789 Right 333 0 333 Out TotalIn 1677 2250 3927 23 20 43 1700 3970 2270 Le f t 83 1 84 Th r u 86 1 87 Ri g h t 11 6 2 11 8 To t a l Ou t In 28 3 28 5 56 8 5 4 9 28 8 57 7 28 9 Peak Hour Begins at 05:00 PM Cars Trucks and Buses Peak Hour Data North DAVENPORT 119 Brookstown Ave., Suite PH1, Winston Salem NC, 27101 Ph:(336)744-1636 DAVENPORT 119 Brookstown Ave., Suite PH1, Winston Salem NC, 27101 Ph:(336)744-1636 File Name : 190231 US 17 (Market St) @ Lendire Access Road Site Code : 00190231 Start Date : 4/24/2019 Page No : 1 Counted by: R. Steiss *U-Turns under peds column in bicycle category Weather: Clear Groups Printed- Cars - Trucks and Buses - Bicycles US 17 Southbound T-intersection Westbound US 17 Northbound Lendire Access Road Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 0 1 3 07:15 AM 5 0 0 0 5 0 0 0 0 0 0 0 3 0 3 2 0 0 0 2 10 07:30 AM 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 5 07:45 AM 3 0 0 0 3 0 0 0 0 0 0 0 3 0 3 2 0 0 1 3 9 Total 12 0 0 0 12 0 0 0 0 0 0 0 8 0 8 6 0 0 1 7 27 08:00 AM 5 0 0 0 5 0 0 0 0 0 0 0 1 0 1 0 0 0 1 1 7 08:15 AM 5 0 0 0 5 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 7 08:30 AM 2 0 0 0 2 0 0 0 0 0 0 0 2 0 2 3 0 0 0 3 7 08:45 AM 6 0 0 0 6 0 0 0 0 0 0 0 2 0 2 2 0 0 0 2 10 Total 18 0 0 0 18 0 0 0 0 0 0 0 5 0 5 6 0 1 1 8 31 *** BREAK *** 04:00 PM 5 0 0 0 5 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 7 04:15 PM 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 4 04:30 PM 3 0 0 0 3 0 0 0 0 0 0 0 2 0 2 1 0 0 0 1 6 04:45 PM 11 0 0 0 11 0 0 0 0 0 0 0 2 0 2 1 0 1 0 2 15 Total 22 0 0 0 22 0 0 0 0 0 0 0 5 0 5 3 0 2 0 5 32 05:00 PM 6 0 0 0 6 0 0 0 0 0 0 0 1 0 1 1 0 0 1 2 9 05:15 PM 11 0 0 0 11 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 13 05:30 PM 9 0 0 0 9 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 12 05:45 PM 7 0 0 0 7 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 10 Total 33 0 0 0 33 0 0 0 0 0 0 0 9 0 9 1 0 0 1 2 44 *** BREAK *** Grand Total 85 0 0 0 85 0 0 0 0 0 0 0 27 0 27 16 0 3 3 22 134 Apprch %100 0 0 0 0 0 0 0 0 0 100 0 72.7 0 13.6 13.6 Total %63.4 0 0 0 63.4 0 0 0 0 0 0 0 20.1 0 20.1 11.9 0 2.2 2.2 16.4 Cars 83 0 0 0 83 0 0 0 0 0 0 0 26 0 26 16 0 3 3 22 131 % Cars 97.6 0 0 0 97.6 0 0 0 0 0 0 0 96.3 0 96.3 100 0 100 100 100 97.8 Trucks and Buses % Trucks and Buses 2.4 0 0 0 2.4 0 0 0 0 0 0 0 3.7 0 3.7 0 0 0 0 0 2.2 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DAVENPORT 119 Brookstown Ave., Suite PH1, Winston Salem NC, 27101 Ph:(336)744-1636 File Name : 190231 US 17 (Market St) @ Lendire Access Road Site Code : 00190231 Start Date : 4/24/2019 Page No : 2 US 17 L e n d i r e A c c e s s R o a d T - i n t e r s e c t i o n US 17 Right 83 2 0 85 Thru 0 0 0 0 Left 0 0 0 0 Peds 0 0 0 0 InOut Total 3 83 86 0 2 2 0 0 0 3 88 85 Ri g h t 0 0 0 0 Th r u 0 0 0 0 Le f t 0 0 0 0 Pe d s 0 0 0 0 Ou t To t a l In 0 0 0 0 0 0 0 0 0 0 0 0 Left 26 1 0 27 Thru 0 0 0 0 Right 0 0 0 0 Peds 0 0 0 0 Out TotalIn 16 26 42 0 1 1 0 0 0 16 43 27 Le f t 3 0 0 3 Th r u 0 0 0 0 Rig h t 16 0 0 16 Pe d s 3 0 0 3 To t a l Ou t In 10 9 22 13 1 3 0 3 0 0 0 11 2 13 4 22 4/24/2019 07:00 AM 4/24/2019 06:00 PM Cars Trucks and Buses Bicycles North DAVENPORT 119 Brookstown Ave., Suite PH1, Winston Salem NC, 27101 Ph:(336)744-1636 File Name : 190231 US 17 (Market St) @ Lendire Access Road Site Code : 00190231 Start Date : 4/24/2019 Page No : 3 US 17 Southbound T-intersection Westbound US 17 Northbound Lendire Access Road Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 5 0 0 0 5 0 0 0 0 0 0 3 0 3 2 0 0 0 2 10 07:30 AM 4 0 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 0 1 5 07:45 AM 3 0 0 0 3 0 0 0 0 0 0 3 0 3 2 0 0 1 3 9 08:00 AM 5 0 0 0 5 0 0 0 0 0 0 1 0 1 0 0 0 1 1 7 Total Volume 17 0 0 0 17 0 0 0 0 0 0 7 0 7 5 0 0 2 7 31 % App. Total 100 0 0 0 0 0 0 0 0 100 0 71.4 0 0 28.6 PHF .850 .000 .000 .000 .850 .000 .000 .000 .000 .000 .000 .583 .000 .583 .625 .000 .000 .500 .583 .775 Cars 15 0 0 0 15 0 0 0 0 0 0 7 0 7 5 0 0 2 7 29 % Cars 88.2 0 0 0 88.2 0 0 0 0 0 0 100 0 100 100 0 0 100 100 93.5 Trucks and Buses 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 % Trucks and Buses 11.8 0 0 0 11.8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6.5 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 US 17 L e n d i r e A c c e s s R o a d T - i n t e r s e c t i o n US 17 Right 15 2 0 17 Thru 0 0 0 0 Left 0 0 0 0 Peds 0 0 0 0 InOut Total 0 15 15 0 2 2 0 0 0 0 17 17 Ri g h t 0 0 0 0 Th r u 0 0 0 0 Le f t 0 0 0 0 Ou t To t a l In 0 0 0 0 0 0 0 0 0 0 0 0 Left 7 0 0 7 Thru 0 0 0 0 Right 0 0 0 0 Peds 0 0 0 0 Out TotalIn 5 7 12 0 0 0 0 0 0 5 12 7 Le f t 0 0 0 0 Th r u 0 0 0 0 Ri g h t 5 0 0 5 Pe d s 2 0 0 2 To t a l Ou t In 22 7 29 2 0 2 0 0 0 24 31 7 Peak Hour Begins at 07:15 AM Cars Trucks and Buses Bicycles Peak Hour Data North DAVENPORT 119 Brookstown Ave., Suite PH1, Winston Salem NC, 27101 Ph:(336)744-1636 File Name : 190231 US 17 (Market St) @ Lendire Access Road Site Code : 00190231 Start Date : 4/24/2019 Page No : 4 US 17 Southbound T-intersection Westbound US 17 Northbound Lendire Access Road Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. TotalPeak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 6 0 0 0 6 0 0 0 0 0 0 1 0 1 1 0 0 1 2 9 05:15 PM 11 0 0 0 11 0 0 0 0 0 0 2 0 2 0 0 0 0 0 13 05:30 PM 9 0 0 0 9 0 0 0 0 0 0 3 0 3 0 0 0 0 0 12 05:45 PM 7 0 0 0 7 0 0 0 0 0 0 3 0 3 0 0 0 0 0 10 Total Volume 33 0 0 0 33 0 0 0 0 0 0 9 0 9 1 0 0 1 2 44 % App. Total 100 0 0 0 0 0 0 0 0 100 0 50 0 0 50 PHF .750 .000 .000 .000 .750 .000 .000 .000 .000 .000 .000 .750 .000 .750 .250 .000 .000 .250 .250 .846 Cars 33 0 0 0 33 0 0 0 0 0 0 8 0 8 1 0 0 1 2 43 % Cars 100 0 0 0 100 0 0 0 0 0 0 88.9 0 88.9 100 0 0 100 100 97.7 Trucks and Buses 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 % Trucks and Buses 0 0 0 0 0 0 0 0 0 0 0 11.1 0 11.1 0 0 0 0 0 2.3 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 US 17 L e n d i r e A c c e s s R o a d T - i n t e r s e c t i o n US 17 Right 33 0 0 33 Thru 0 0 0 0 Left 0 0 0 0 Peds 0 0 0 0 InOut Total 0 33 33 0 0 0 0 0 0 0 33 33 Rig h t 0 0 0 0 Th r u 0 0 0 0 Le f t 0 0 0 0 Ou t To t a l In 0 0 0 0 0 0 0 0 0 0 0 0 Left 8 1 0 9 Thru 0 0 0 0 Right 0 0 0 0 Peds 0 0 0 0 Out TotalIn 1 8 9 0 1 1 0 0 0 1 10 9 Le f t 0 0 0 0 Th r u 0 0 0 0 Ri g h t 1 0 0 1 Pe d s 1 0 0 1 To t a l Ou t In 41 2 43 1 0 1 0 0 0 42 44 2 Peak Hour Begins at 05:00 PM Cars Trucks and Buses Bicycles Peak Hour Data North DAVENPORT 119 Brookstown Ave., Suite PH1, Winston Salem NC, 27101 Ph:(336)744-1636 DAVENPORT 119 Brookstown Ave., Suite PH1, Winston Salem NC, 27101 Ph:(336)744-1636 File Name: 190231 SR 2892(Lendire Rd) @ Lendire Access Rd Site Code: 00190231 Start Date: 4/25/2019 Page No: 1 Counted by: L. Bounds Weather: Clear Groups Printed- Cars - Trucks and Buses Lendire Road Southbound Lendire Access Road Westbound Middle Sound Loop Rd. Northbound Eastbou nd Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total App. Total Int. Total 07:00 AM 062163 3014 211013 0 80 07:15 AM 082385 90413 315018 0 116 07:30 AM 092496 4026 418022 0 124 07:45 AM 091596 4059 723030 0 135 Total 0 327 13 340 20 0 12 32 16 67 0 83 0 455 08:00 AM 070373 6039 524029 0 111 08:15 AM 064165 60713 723030 0 108 08:30 AM 050353 5027 522027 0 8708:45 AM 063265 70411 132033 0 109 Total 0 247 9 256 24 0 16 40 18 101 0 119 0 415 *** BREAK *** 04:00 PM 047249 130518 441045 0 112 04:15 PM 033134 5027 039039 0 80 04:30 PM 049150 60410 147048 0 108 04:45 PM 057158 100414 145046 0 118 Total 0 186 5 191 34 0 15 49 6 172 0 178 0 418 05:00 PM 051152 40610 469073 0 135 05:15 PM 031334 100515 264066 0 11505:30 PM 060262 1101122 31000103 0 187 05:45 PM 045146 4004 051051 0 101 Total 0 187 7 194 29 0 22 51 9 284 0 293 0 538 *** BREAK *** Grand Total 094734981 107065172 496240673 0 1826 Apprch %096.53.5 62.2037.8 7.392.70 Total %051.91.953.7 5.903.69.4 2.734.2036.9 0 Cars 0 924 34 958 100 0 63 163 48 604 0 652 0 1773 % Cars 097.610097.7 93.5096.994.8 9896.8096.9 0 97.1 Trucks and Buses 0 23 0 23 7 0 2 9 1 20 0 21 0 53 % Trucks and Buses 02.402.3 6.503.15.2 23.203.1 0 2.9 DAVENPORT 305 West 4th Street, Winston Salem NC, 27101 Ph: (336) 744-1636 File Name: 190231 SR 2892(Lendire Rd) @ Lendire Access Rd Site Code: 00190231 Start Date: 4/25/2019 Page No: 2 Lendire Road L e n d i r e R d L e n d i r e A c c e s s R o a d Middle Sound Loop Rd. Right 0 0 0 Thru 924 23 947 Left 34 0 34 InOut Total704 958 1662 27 23 50 731 1712 981 Ri g h t 10 0 7 10 7 Th r u 0 0 0 Le f t 63 2 65 Ou t To t a l In 82 1 6 3 2 4 5 1 9 1 0 83 2 5 5 17 2 Left 0 0 0 Thru 604 20 624 Right 48 1 49 Out TotalIn 987 652 1639 25 21 46 1012 1685 673 To t a l Ou t In 0 0 0 0 0 0 0 0 0 4/25/2019 07:00 AM 4/25/2019 06:00 PM CarsTrucks and Buses North DAVENPORT 305 West 4th Street, Winston Salem NC, 27101 Ph: (336) 744-1636 File Name: 190231 SR 2892(Lendire Rd) @ Lendire Access Rd Site Code: 00190231 Start Date: 4/25/2019 Page No: 3 Lendire Road Southbound Lendire Access Road Westbound Middle Sound Loop Rd. Northbound Eastbou nd Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 082385 9 04 13 315018 0 116 07:30 AM 0 92 4 96 4026 418022 0 124 07:45 AM 091 5 96 40 5 9 7 230 30 0 135 08:00 AM 070373 6039 5 24 029 0 111 Total Volume 0 335 15 350 23 0 14 37 19 80 0 99 0 486 % App. Total 0 95.7 4.3 62.2 0 37.8 19.2 80.8 0 PHF .000 .910 .750 .911 .639 .000 .700 .712 .679 .833 .000 .825 .000 .900 Cars 033115346 1901433 1976095 0 474 % Cars 098.810098.9 82.6010089.2 10095.0096.0 0 97.5 Trucks and Buses 0404 4004 0404 0 12 % Trucks and Buses 01.201.1 17.40010.8 05.004.0 0 2.5 Lendire Road L e n d i r e R d L e n d i r e A c c e s s R o a d Middle Sound Loop Rd. Right 0 0 0 Thru 331 4 335 Left 15 0 15 InOut Total95 346 441 8 4 12 103 453 350 Rig h t 19 4 23 Th r u 0 0 0 Le f t 14 0 14 Ou t To t a l In 34 3 3 6 7 0 4 4 34 7 1 37 Left 0 0 0 Thru 76 4 80 Right 19 0 19 Out TotalIn 345 95 440 4 4 8 349 448 99 To t a l Ou t In 0 0 0 0 0 0 0 0 0 Peak Hour Begins at 07:15 AM CarsTrucks and Buses Peak Hour Data North DAVENPORT 305 West 4th Street, Winston Salem NC, 27101 Ph: (336) 744-1636 File Name: 190231 SR 2892(Lendire Rd) @ Lendire Access Rd Site Code: 00190231 Start Date: 4/25/2019 Page No: 4 Lendire Road Southbound Lendire Access Road Westbound Middle Sound Loop Rd. Northbound Eastbou nd Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 051152 40610 4 69073 0 135 05:15 PM 031 3 34 100515 264066 0 115 05:30 PM 0 60 2 62 11 0 1122 3 100 0 103 0 187 05:45 PM 045146 4004 051051 0 101 Total Volume 0 187 7 194 29 0 22 51 9 284 0 293 0 538 % App. Total 0 96.4 3.6 56.9 0 43.1 3.1 96.9 0 PHF .000 .779 .583 .782 .659 .000 .500 .580 .563 .710 .000 .711 .000 .719 Cars 01857192 2802149 82830291 0 532 % Cars 098.910099.0 96.6095.596.1 88.999.6099.3 0 98.9 Trucks and Buses 0202 1012 1102 0 6 % Trucks and Buses 01.101.0 3.404.53.9 11.10.400.7 0 1.1 Lendire Road L e n d i r e R d L e n d i r e A c c e s s R o a d Middle Sound Loop Rd. Right 0 0 0 Thru 185 2 187 Left 7 0 7 InOut Total311 192 503 2 2 4 313 507 194 Ri g h t 28 1 29 Th r u 0 0 0 Le f t 21 1 22 Ou t To t a l In 15 4 9 6 4 1 2 3 16 6 7 51 Left 0 0 0 Thru 283 1 284 Right 8 1 9 Out TotalIn 206 291 497 3 2 5 209 502 293 To t a l Ou t In 0 0 0 0 0 0 0 0 0 Peak Hour Begins at 05:00 PM Cars Trucks and Buses Peak Hour Data North DAVENPORT 305 West 4th Street, Winston Salem NC, 27101 Ph: (336) 744-1636 DAVENPORT 305 West 4th Street, Winston Salem NC, 27101 Ph: (336) 744-1636 Middlesound West – Transportation Impact Analysis Supporting Documentation *** NOT TO SCALE *** PROJECT NUMBER 170257 OGDEN STARBUCKS DEVELOPMENT NEW HANOVER COUNTY, NC SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared. Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. BLACK = EXISTING BLUE = PROPOSED AM / PM PEAKS FIGURE A APPROVED DEVELOPMENT MiddleSound Loop Road 0 / 0 11 / 5 0 / 0 49 / 21 11 / 5 38 / 16 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0 40 / 1 6 0 / 0 51 / 2 1 Ma r k e t S t r e e t Site Access 1 RIGHT-IN ONLY 49 / 2 1 S 7 2 " C HL +/- DIRECTION 12" RCP 15" RCP US HWY 17 MARKET STREET VARIBLE WIDTH BST DI DI DI DI CB CBCB DI 36" RCP 36" RCP 18 " R C P 18" RCP 18" HDPE 18 " R C P 30" RCP 24" RCP 30" R C P CB 18" CMP ABAND 1SF WOODS WOODS WOODS WOODS WOODS WOODS S BST 12" CMP 18" CMP 48" WD 4 " WD 4" WD 1SBK BUS CANOPY MTL LT 6 0 " CHL 72" WD SOIL BST LT CONC CONC 6 6 " P VC LT CANOPY 72" WD S O IL & G R S CONC 4" WD 4" WD 4" WD4" WD 1SF BUS 1SF BUS WD 48" WD PAVERS CONC 72" WD BST BST BST BST BST 4" WD 4" WD 7 2 "CHL 3 S B W 3 6 " WD GR LT POLE ABANDONED 42" CONCCONC 1SF BUS TRAPS GREAS E LT S 4" WD 4 " WD 4 " WD 4 " WD 4 " WD 4" WD 4 " WD 4" WD S CONC POLE ABANDONED S 7 2 " WD 4 2" CONC CONC 3 0 " C &G30" C&G 3 0 " C&G WOODS 18" C&G ALL PARKING 18" C&G ALL PARKING W/BASE LT W/BASE LT S BST BST BSTBST BST BST BST W/BASE LT CONC 84" MTL CONC 8.5' BK S CONC S CONC S LT LT LT LT LT BST BST BST BST DI DI12" CONC 12" CONC 12 " CONC DI DI CONC CONC CONC CONC 4"X4 " WD P OST 6 0 " CHL BILLBOARD CONC 7 2 " C HL 3 S B W CONC 72" CHL 3 SBW 7 2 " CHL 7 2 " C HL 7 2 " CHL S S PLANTERS WD LT LT CONTAINERS 3-MTL CONC C O NC 1S MT L 1SBLK BUS C O N C 12" WD SBST C O N C GR WELL S 1S F B U S 2 4 " C & G 2 4 " C& G S 2 4 " C & G BST LT 12" RCP 12" RCP BST 6 " CONC C UR B ALL P AR KING I I I } H a a Pb | b} bc c bP } Pl P P P II a a c a a a aa a HH HH b | VAULT WATER T WC T WC AT &T AT & T 8" PLAS. CFPU 6 " P L A S . C F P U 8" PLAS. CFPU 2 " P LA S . P NG 8 " P RIVAT E PRIVATE P R IVAT E P N G T WC (A AT F I) AT & T AT & T (F O ) A T & T (F O) AT&T AT&T TWC 90 0 P R AT& T 9 0 0 P R AT &T 900PR AT&T 900PR AT&T 25PR (AATUR) AT&T25PR (AATUR) AT&T AT&T (FO)AT&T (FO) PIPING FOUND NO ASSOCIATED WM PIPING FOUND NO ASSOCIATED (2) WM's MCNC (FO) MCNC (FO) MCNC (FO) TWC DUCT TWC DUCT A T & T (F O ) 100PR AT&T 100PR AT&T 100PR AT&T EORI A T &T DUKE/ P E D UKE/ P E DUKE / P E DUKE/PE EO RI EORI EORI A T & T AT&T (AATUR) AT&T (AATUR) AT&T (AATUR) AT&T (AATUR) AT&T (AATUR) AT&T (AATUR) AT&T (AATUR) AT&T (AATUR) AT&T 100PR AT&T A T & T A T & T 6" PNG 18 " C&G 4 8 " P VC S 4 5 ' B S T 18 " C & G 18 " C & G 18 " C & G 18" C&G 18" C&G 18 " C & G 18" C&G 18 " C & G 18 " C&G 18 " C & G 18 " C&G 18 " C& G CB CB 60" CONC PA BST 2 0 ' BS T 6 0 " C ONC 60" CONC 12' CONC S S CAN 10 ' G R 12 ' G R C ON C S US HWY 17 MARKET STREET VARIBLE WIDTH BST CONC C ONC L IDS 2 8 " DIAM 72" CHL 7 2 " CHL S GUY LT LT LT 60" CHL LT LT LT 18" C&G LT LT LTLT LT LT 30" P VC R AIL SEM I TR A ILER BUS 1SBLK WELL MON 12 ' C ON C O RD E R AR E A D R IVE T HR U 12 " RCP +/ -DIRECTION 3 0 " R CP 2 4 " R C P 24" RCP 18 " R C P 15 " HDP E 15 " H D P E CB 15" HDPE 15 " HDP E 15" RCP 18 " C & G GUY W/CONC WELLS MON CONC ISLE CONC W 60" WD n a I a I aa HII b a n cb } b l HH HH HHHH HH AT&T (AATUR) AT&T (AATUR) AT&T (AATUR) AT&T (AATUR)AT&T (FO) AT&T AT &T AT&T (FO) AT&T (FO) (TS) (T S ) (TS) EOI P RIV AT E MCNC (FO) MCNC (FO) P N G P N G 6" PNG 6" PNG 4 " P NG 4" P NG 8" CFPU 2 " C F P U CFP U CFP U EOI CFPU CFPU DAILEY (CFPU) - 910-332-6626 VERBAL TESTIMONY FROM DAVID FORCE MAIN DEPICTION IS VIA WELL MON UT IL IT Y EAS E ME NT A CC E S S , DRAINA GE & DRAINAGE EASEMENT PROPOSED ACCESS, UTILITY & UT IL IT Y EAS E MENT P ROP OSE D AC CES S EA S EME NT AT R IUM ACES S - 2 MB 52 PG 150 20' PUBLIC EASEMENT E E E E E E E E E E E E E E E E MB 5 2 P G 15 0 MB 5 2 P G 15 0 EIP DB 2 4 19 P G 4 7 2 15 ' UT ILITY EAS EMENT DB 2419 PG 472 15' UTILITY EASEMENT S 5 0 °0 6 ' 4 6 " E 7 8 . 3 4 ' N 39°55'50" E 198.79' N 39°58'52" E 183.50' N 40°16'39" E 228.59' N 40°11'23" E 137.60' N 4 6 °2 1'0 3 " W 18 0 .0 5 ' N 4 6 °16 '4 1" W 18 0 .0 5 ' N 39°31'45" E 153.48' N 39°43'22" E 153.36' S 4 9 °4 4 '3 7 " E 3 8 7 .7 4 ' S 5 0 °0 6 ' 2 7 " E 114 .4 2 ' N 4 6 °14 '12 " W 3 3 8 .2 6 ' S 3 9 °0 6'43" E 18 0 .3 2 ' EXISTING R/W EXISTING R/W EXISTING R/ W EXISTING R/ W R/ W PRIVATE R/ W P RIVATE S 40°30'29" W S 39°44'34" W 74.86' S 39°44'34" W 194.00' S 48°17'48" W83.96' N 7 4 °11'3 6 " W 9 8. 5 8' N 5 0 °2 6 ' 4 3 " W N 5 0 °2 8 ' 3 0 " W 2 0 5 .9 0 ' PIPING FOUND NO ASSOCIATED (2) WM's 1SBLK BUS 1SBK BUS N 40°37'08" E 99.84' S 4 9 °4 4 ' 3 2 " E 4 2 .8 1' S 36°36'17" W 80.07' N 40°15'28" E 100.04' S 40°05'27" W 79.42' S 4 9 °4 4 '3 2 " E 4 2 8 .3 3 ' S 4 9 °2 9 ' 2 8 " E 19 1.2 0 ' S 4 9 °5 1'0 4 " E 19 1.19 'S 4 9 °4 0 ' 2 2 " E 19 1.7 2 ' N 4 9 °12 '5 2 " W 4 4 1. 6 8 ' N 40°51'22" E 80.60' N 4 9 °12 '5 2 " W 4 4 1.6 8 ' N 5 0 °18 ' 17 " W 3 12 . 9 8 ' N 41°52'43" E103.17' N 5 0 °18 ' 17 " W 2 0 . 0 0 ' S 39°41'43" W 22.00' N 4 9 °2 0 '2 5 " W 16 8 . 7 5 ' DELORIS RYALS DB 9905 PG 2197 DB 2026 PG 604 DB 1865 PG 728 MB 34 PG 316 DB 97GS PG 1442 DB 1397 PG 656 JOSEPH E. SHANNON DB 1389 PG 1122 DB 1130 PG 20 DB 97GS PG 1442 DB 1397 PG 656 DB 1389 PG 1122 DB 941 PG 876 MARY L. WALLACE N 5 0 °0 5 ' 17 " W 4 9 3 . 6 4 ' EXISTING R/W EXIS TING R/ W 60.00' EX IST ING R/ W EXISTING R/W 5 0 ' AC CESS EAS EMENT 5 0 ' ACCES S E ASE ME NT 50.00' S R 192 9 - WE ND OVE R LANE DB 34 PG 316 30' UTILITY EASEMENT 3 0 ' UTILITY EAS EMENT DB 3 4 PG 3 16 10' AT&T EASEMENT MB 12 PG 281 & MB 34 PG 212 3 0 ' UT ILIT Y EA S EMEN T MB 3 4 P G 2 12 DB 5 7 0 7 P G 173 4 10 ' INGR E S S/ EGR ES S EA S EMENT DB 1026 PG 437 DB 102 6 PG 4 37 EAS EMENT INGRES S/ EGRESS RODNEY E. MARTIN ET UX MB 2 PG 78 DB 589 PG 444 DB 1507 PG 55 DB 5324 PG 2731 JAMES R. RYAN MB 2 PG 78 DENNIS G. STOKLEY DB 2140 PG 259 MB 21 PG 52 MB 21 PG 38 CAROLYN B. PARRISH MB 21 PG 61 DB 3177 PG 364 MB 2 PG 78 MB 21 PG 38 BUS BUS 1SFD 1SFD S S S S S G S GR W ABAND 1SFD COVIL, ET AL CECIL THOMAS DB 5305 PG 924 PA BST BUS PA BST BST PA BST 1SM BUSDI DI 1SFMTL BUS MB 2 PG 78 DB 5873 PG 2257 CONC CONC BST 1SF BUS WD PAVERS CONC GR BST LT WELL S 1SBKD G S G SS S BST 1SBLK BUS2SF BUS DB 856 PG 600 DB 1240 PG 1612 DB 5707 PG 1734 DB 5141 PG 1119 JAY PATTERSON MB 39 PG 58 S CB CB CB CB CB CB S BUS GR EORI EORI INFO OWNER PROPERTY TANKS PER POSSIBLE U/G (GAS F ILLS ? ) CONC LT FOUND PIPING NO ASSOCIATED (2) WM's EXISTING R/W LT BSTPA BST AT&T (TS) (TS) PA BST N 5 0 °2 8 ' 2 2 " W 2 8 0 . 2 4 ' DB 4575 PG 600 MB 50 PG 127 CB 15" RCP VARIBLE WIDTH BS T SR 1403 - MIDDLE SOUND LOOP ROAD (TS) (TS) 18" C&G 4" W D BST PA PVC8" VAR IABLE WIDTH BST LE NDIR E R OAD S DI MB 50 PG 127 MB 50 PG 127 DB 5696 PG 1466 DB 5557 PG 296 MB 50 PG 127 SS REALTY, LLC JR DEVELOPERS, LLC. MB 34 PG 316 DB 5318 PG 2405 OCEANS 3, LLC. MB 39 PG 58 DB 5459 PG 028 DB 2419 PG 472 DB 1713 PG 903 CAPS TANK TRAPS GREASE (FO) AT&T PROPERTIES, LLC FOREHAND PROPERTIES, LLC FERREIRA DB 5866 PG 1591 MARY JANE SHOUB RI CS5, LLC MB 2 PG 78 DB 1369 PG 1512 EB 96E PG 111 BETTY BRAY COVIL MB 2 PG 78 DB 5872 PG 1207 PALM COVE APARTMENTS LLC MB 2 PG 78 DB 4186 PG 229 MB 2 PG 78 DB 1080 PG 605 DB 1713 PG 918 DB 3309 PG 946 GRAVEL ASPHALT ASPHALT 1S BKD 3 6 " MTL F ENCE TOP=4 3.7 6 ' ASPHALT S lb IH a EORI EORI EORI AT&T (FO) AT &T (F O) (TS ) PN G CFP U CFPU n a I 4" P LAS . PNG MON. U4751-4 NCDOT GPS TAMMY C. WINSLOW SALEM SERVICE CORP. SHIRLEY S. COVIL DB 5899 PG 1279 TD BANK NA DECK 18" RCP 18 " RCP 18" RCP 18 " RCP 3 0 ' DUKE UT IL IT Y E ASE ME NT N 5 3 °2 9 ' 2 5 " W 4 7 8 . 4 3 ' BY7-3 MON. U4751-4 NCDOT GPS 38.11' +34.89 42.16' +47.63 15,065'R 89.00' 75.00' +78.00 50.00' +98.00 +51.00 70.00' 65.00' +41.29 65.00' +43.45 48.00' +45.00 65.00' +01.32 65.00' +97.63 13 0' R 83.00' 70.00' +79.00 211 212 215 214 217 218 219 220 221 223 216 2 2 7 227 108.00' +63.00 76.00 +36.00 88.00 +41.00 83.00' 74.00' 70.00' +55.00 55.00' +30.00 50.00' +38.19 214A 65.00' +95.00 75.00' +03.55 41.75' +50.00 80.00' 65.00' +70.00 65.00' +74.00 65.00' +50.00 70.00' +50.00 75.00' +69.16 97.00 +23.00 65.00' +75.00 76.00 +66.22 76.00 +13.00 75.00' 65.00' +20.00 74.00' 65.00' +84.00 74.00' 65.00' +07.00 82.00' 72.68' 65.00' +28.00 82.00' 73.72' 65.00' +99.00 82.00' 69.72' 65.00' +10.00 75.00' +01.89 81.02' +61.09 50.00' +00.00 65.00' +43.45 82.00' +36.00 75.00' +60.59 73.00' 65.00' +50.00 73.00' 65.00' +30.00 65.00' +91.7579.06' +80.17 65.00' +83.19 242A 38.00' +71.32 24.30' +80.00 50.00' +91.68 50.00' +97.59 222 263.00' +60.59 263.00' +84.62 55.97' +26.25 30.17' +95.42 55.05' +29.76 44.43' +29.80 50.15' +52.78 39.43' +52.83 39.66' +95.73 29.54' +95.69 47.10' +35.4328.45' +38.84 75.00' +00.00 55.00' +45.00 99.04' +00.00 65.00' +62.73 42.00' +80.00 30.23' +75.13 .0 2 5 .0 2 5 .0 2 5 .0 2 5 .003 .003 .0 15 .02 .0 2 5 .0 1 .02 .0 2 5 -Y13- POT Sta. 23+56.19 -Y1- POC Sta. 78+71.31 = POT Sta. 12+75.00 7 5 7 5 8 0 20 25 PCC S ta . 18+ 9 8 .49 PT Sta. 19+98.49 P OT S ta . 8 5 + 6 2 .7 2 8 5 PT Sta. 80+43.45 PC Sta. 78+25.71 PC Sta. 24+45.70 -Y1- POT STA. 84+97.63 END CONSTRUCTION PT Sta . 25+18 .94 POT Sta . 28+50.00 POT Sta. 28+50.00 11' 4 ' - Y13 - PROP 10' MUP 21' 22'12' 38' US 17 BUS MARKET ST 9.5' +81.11, 66.50' RT END 1'-6" C&G 10'R +19.00, 99.73' RT BEGIN 1'-6" C&G 11'11'11' P R OP 10 ' MU P BEGIN C&G +75.06, 21.98' RT 24'18' 12' -Y13- POT STA. 28+38.84 END CONSTRUCTION 11' -Y1- PROP 2'-6" C&G PROP 2'-6" C&G12 ' 12 ' 12 ' 12 ' 12 ' 12 ' 12 ' 12 ' 12 ' 12 ' 12 ' PROP 5" MONO ISLAND 11.5 '11.5 ' 11.5 '11.5 ' TIE TO EXIST C&G CR CR CR PROP 2'-6" C&G PROP 2'-6" C&G 12 ' 12 ' 11.5 ' 11.5 ' 12 ' 12 ' 12 ' 4 ' 4 ' PROP 5" MONO ISLAND 100' BAY TAPER + 9 5 .0 0 LANE TAPER 100' 300' SHIFT TAPER (LT & RT) + 5 8 .6 7 12.7' 11.6' 6' 5.1' 11' 14' 24' 19' 22' 36' LE N D IR E R D +90.00, 22.00' LT TIE TO EXIST C&G 30'R 30'R 30'R 30'R 20'R 20'R 10'R 10'R 20'R20'R 15'R 15'R 20'R 20'R +16.09, 69.70' RT END C&G 5'R PROP 10' MUP MONO ISLAND PROP 5" CONC. +99.76, 50.96' RT END C&G CR 10' 10' 10' 10' 10' +54.37, 33.00' LT 25'R R E T AIN E XIS T . IS LAND TIE TO EXIST C&G +54.37, 26' RT MARKET PLACE PROJECT INSTALLED UNDER OGDEN DRAINAGE SYSTEM TO BE 40' 11' 10 0 ' R T LANE T AP E R 30'R PROP 1'-6" C&G PROP SIGNAL LOCATION LOCATION PROP SIGNAL T AP E R R T 7 5 ' S H IF T +23.39 2906 2901 2907 2908 2909 2910 2921 2911 2902 2914 2903 2904 2953 RETAIN RETAIN CB CB REMOVE DI CB DI w/MH TB JB CB CB CB CB w/MH TB JB CB CB CB CB RCP-IV 15" GRADE TO DRAIN 15" 15" 2935 2930 2937 15" 18" REMOVE 2933 SEE DETAIL 4 SPEC CUT DITCH REMOVE 2916 2915 2905 SEE DETAIL 4 SPEC CUT DITCH RETAIN RETAIN RETAIN SYSTEM RETAIN EXIST. TO CB 2905 TO DRAIN SLOPE CURB REMOVE DI 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 24" RCP-IV 24" RCP-IV 3 0 " RC P- IV 18" RCP-IV CB RCP-IV 15" REMOVE DI REMOVE DI REMOVE REMO VE 2954 2955 RETAIN TB 2GI CB TYPE-IV W/ 24" RCP EXTEND COLLAR AND REMOVE CB DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS M A T C H L IN E - Y 1 - S T A 7 5 + 0 0 ( S H E E T 2 8 ) NAD 83/ NSRS 2007 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 10 / 8 / 2 0 18 R : \ R o a d wa y \ P r o j \ S H T \ U 4 7 5 1_ R D Y _ p s h 2 9 . d g n s t e p h e s c - Y1 3- S TA 1 8 + 3 0 ( S HEE T 3 0) M ATCHLI NE MATCHLINE (SHEET 30) U-4751 R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 29 Scale : 50 MARKET ST US HWY 17 45,700 42,700 3,200 3,100 MARKET ST US HWY 17 50,300 46,900 LO O P RD M ID D LE S O U N D 11,100 10,300 2037 2017 7,900 7,300 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEETS 2D-1 & 2D-2 FOR DITCH DETAILS SEE SHEET 2B-8 FOR CURVE DATA SEE SHEET 61 FOR -Y13- PROFILE SEE SHEET 48 FOR -Y1- PROFILE SEE SHEET 2B-7 FOR INTERSECTION DETAILS PLACE PROJECT PRIOR TO CONSTRUCTION OTHERS UNDER TIP U-4751A AND OGDEN MARKET DASHED WORK THIS SHEET PERFORMED BY 2 0 15 - 0 5 - 14 - R / W R E VIS ION (S CS ) - AD D E D P D E T O P AR C E LS 2 19 , 2 2 0 , 2 2 2 , AN D 2 2 3 T O E N COMP AS S D R AIN AGE S T R . N O.' S 2 9 4 5 , 2 9 5 5 , 2 9 5 7 , AN D 2 9 4 9 ALONG - Y1- LT . 2 0 15 - 12 - 0 2 - R / W R E VIS ION (S C S ) - C H ANGE D P AR CE L N UMB E R 2 4 2 T O P AR CE L 2 4 2 A 2 0 15 - 11- 0 5 - R / W R E VIS ION (S CS ) - P R OVID E D AD D IT ION AL D R IVE WAY ACC E S S AN D AD D E D P D E , P UE , AND AUE ON P AR CE L 2 2 1. AD D E D P AR CE L 2 4 2 DUE T O AD D IT IONAL AU E ON P AR CE L 2 2 1. 2 0 15 - 0 9 - 2 8 - R / W R E VIS ION (S C S ) - UP D AT E D P AR CE L INF OR MAT ION ON P AR C E LS 2 12 , 2 16 , AN D 2 18 . S T AT ION OF F S E T AT P AR CE L 2 11 & 2 14 , C OMB INE D P AR C E L 2 11 & 2 13 T O B E P AR CE L 2 11, UP D AT E D S T AT ION OF F S E T AT P AR C E L 2 18 . 2 0 15 - 0 8 - 12 - R / W R E VIS ION (CE G) - UP D AT E D P R OP E R T Y OWN E R IN F OR MAT ION ON P AR CE L 2 11, 2 14 , 2 2 1, 2 2 2 , & 2 2 3 , AD D E D MIS S ING P D E LIN E AT P AR C E L 2 2 0 , COR R E C T E D T C E AN D R E VIS E D T CE ON P AR C E L 2 16 . 2 0 15 - 12 - 0 9 - R / W R E VIS ION (S CS ) - R E VIS E D P R OP OS E D R OW ON P AR CE L 2 17 D U E T O N E W LE F T T UR N LANE AND DR IVE WAY AC C E S S ALONG LE ND IR E E X T E N S ION . E XT E NDE D P R OP OS E D R OW T O MAT C H Y1 T E R MINUS . AUE WAS R E VIS E D ON P AR C E L 2 2 1. 2 0 16 - 0 5 - 2 6 - R / W R E VIS ION (E R W) - P AR CE L 2 2 2 WAS C OR R E CT E D AN D MOVE D T O T H E ADJ AC E NT P R OP E R T Y. R E MOVE D U - 4 9 0 2 C / D T IE - IN AN D T IE D - Y1- T O E X IS T ING C ON D IT IONS . 2 0 15 - 0 6 - 0 9 - R / W R E VIS ION (S MP ) - R E VIS E D B E AR ING OF Y13 AT T IE IN T O MAT CH E X IS T IN G. REVIS IO N S 1 1 2 0 18 - 0 2 - 12 - ADDE D D R AIN AGE S T R UCT U R E S T O D R IVE WAY. 2 2 2 0 18 - 0 9 - 19 - AD D E D A S OU T H B OUND R IGH T T U R N LAN E ALONG - Y13 - LE ND IR E R D. F C F F C F C F F F F C C C FC F C C F F F F From: Dan Cumbo <dcumbo@davenportworld.com> Sent: Monday, May 20, 2019 2:54 PM To: Tou Lee <tlee@davenportworld.com> Cc: Fredric Royal <Fredric.Royal@wilmingtonnc.gov>; Amy Kimes <Amy.Kimes@wilmingtonnc.gov>; Krupanidhi Koilada <KKoilada@davenportworld.com>; Ben Hughes <bthughes@ncdot.gov> Subject: Re: Middlesound West Development ‐ Lendire Road Tou, I spoke with Amy and Ben today about this matter, and the TIP year analysis will not be required. Thanks Dan Cumbo, PE | Senior Associate DAVENPORT 910‐251‐8912 office 910‐599‐1380 mobile dcumbo@davenportworld.com Sent from my iPhone On May 20, 2019, at 2:35 PM, Tou Lee <tlee@davenportworld.com> wrote: Fred/Amy, Per Brad’s email below. The property has not been rezoned since the 1990s. The current zone is B‐2. As Dan mentioned earlier, it would seem that apartments and some office is a lot less intensive use compared to the large retail shopping centers proposed on this property in the past. Therefore, it doesn’t seem like a TIP design year (2038) analysis would be necessary. Please advise whether you agree or would still require the TIP design year. Thank you, From: Schuler, Brad <bschuler@nhcgov.com> Sent: Thursday, May 16, 2019 3:28 PM To: Dan Cumbo <dcumbo@davenportworld.com> Cc: Tou Lee <tlee@davenportworld.com>; Krupanidhi Koilada <KKoilada@davenportworld.com>; Fredric Royal <Fredric.Royal@wilmingtonnc.gov>; Amy Kimes <Amy.Kimes@wilmingtonnc.gov> Subject: RE: Middlesound West Development ‐ Lendire Road Dan, <image001.png> Tou Lee, EI | Project Engineer DAVENPORT 5200 77 Center Drive, Suite 325 | Charlotte, NC 28217 t (704) 200-2864 ext: 21612 | d (704) 579-5197 website | map | email According to our records, the property was rezoned to the B-2 district in the late 1980s/early 1990s. Please let me know if you need the exact dates. Thanks, Brad Brad Schuler | Senior Planner Planning & Land Use - Planning & Zoning New Hanover County 230 Government Center Drive, Suite 110 Wilmington , NC 28403 (910) 798-7444 p | (910) 798-7053 f www.nhcgov.com From: Dan Cumbo <dcumbo@davenportworld.com> Sent: Wednesday, May 15, 2019 11:35 AM To: Schuler, Brad <bschuler@nhcgov.com> Cc: Tou Lee <tlee@davenportworld.com>; Krupanidhi Koilada <KKoilada@davenportworld.com>; Fredric Royal <Fredric.Royal@wilmingtonnc.gov>; Amy Kimes <Amy.Kimes@wilmingtonnc.gov> Subject: Middlesound West Development ‐ Lendire Road Brad, We understand that you are looking into this matter described below from the TIA scope approval letter:  If the development has been rezoned from what was included in the TIP forecast, then the TIA must include a TIP design year (2038) analysis for the difference of the zoned use. Can you give us an update on this? It would seem that apartments and some office is a lot less intensive use compared to the large retail shopping centers proposed on this property in the past. Therefore, it doesn’t seem like a TIP design year (2038) analysis would be necessary. See below the current land uses and trip generation proposed for the project. <image002.jpg> Thanks, <image001.png> Dan Cumbo, PE | Senior Associate DAVENPORT 3722 Shipyard Boulevard, Suite E | Wilmington, NC 28403 t (910) 251-8912 ext: 22201 | c (910) 599-1380 | f (336) 458-9377 website | map | email LEGEND AM PEAK HOUR, VL PM PEAK HOUR, VL AM PEAK HOUR, VR PM PEAK HOUR, VR TURN LANE WARRANT SUMMARY US 17 at Lendire Access Road Peak Hour Volumes Opposing Lefts AM N/A N/A PM N/A N/A Peak Hour Volumes Opposing Rights AM 836 40 PM 843 83 LEGEND AM PEAK HOUR, VL PM PEAK HOUR, VL AM PEAK HOUR, VR PM PEAK HOUR, VR TURN LANE WARRANT SUMMARY Lendire Road at Site Access 1 Peak Hour Volumes Opposing Lefts AM 139 3 PM 374 5 Peak Hour Volumes Opposing Rights AM 139 23 PM 374 49 May 8, 2019 Mr. Dan Cumbo, PE Davenport Transportation Consultants 3722 Shipyard Blvd, Suite E Wilmington, NC 28403 RE: Approved Scope for the Traffic Impact Analysis (TIA) associated with the proposed Middle Sound West New Hanover County, NC Dear Mr. Cumbo Based on the information provided and conversations held to date, it is our understanding that the proposed development will consist of:  LUC 220: 49 Multifamily Housing (Low-Rise)  LUC 221: 240 Multifamily Housing (Mid-Rise) – Project proposes 3 Story buildings  LUC 712: 32 Employees, Small Office Building The site plan provided proposes access at the following points:  SR 2892 (Lendire Road) at Site Access 1  Lendire access road (not state maintained) at Site Access 2 (southern proposed access located at access easement for 17-acre parcel) Below please find the scope to be used for the Traffic Impact Analysis: 1. Data Collection - Analysis Parameters: a) Study Intersections i. For existing intersections, provide turning movement counts for weekday during school (T,W,TH) AM (7:00am-9:00am) and PM (4:00pm-6:00pm) peak periods, signal timing (if applicable), and lane geometry:  US 17 (Market Street) at SR 1403 (Middle Sound Loop Road) / SR 2892 (Lendire Road)  US 17 (Market Street) at Lendire access road (not state maintained)  SR 2892 (Lendire Road) at Lendire access road (not state maintained)  SR 2892 (Lendire Road) at Site Access 1 Page 2 of 3  Lendire access road (not state maintained) at Site Access 2 (southern proposed access located at access easement for 17-acre parcel) ii. Traffic Signal plans may be acquired by sending an email request to NCDOT and the City of Wilmington - NCDOT Traffic Services: Ross Kimbro, rkimbro@ncdot.gov or by calling (910) 341- 2200 and the City of Wilmington: Denys Vielkanowitz, denys.vielkanowitz@wilmingtonnc.gov or by calling (910) 341–4676. b) Site Trip Generation, Site Trip Distribution and Background Traffic Assumptions i. Site Trip Generation Estimate  Trip Generation (provided by Davenport and approved by TIA Review Team) ii. Site Trip Distribution  To be submitted for approval and approved prior to use in the TIA iii. Adjacent Development (approved but not yet built):  Ogden Starbucks iv. Planned Roadway Improvements  NCDOT STIP Projects U-4902D (Design Year 2038) and U-4751 (Design Year 2037)  Traffic counts and trip distribution must be modeled in the configuration of U-4902D and U-4751 for this TIA.  If the development has been rezoned from what was included in the TIP forecast, then the TIA must include a TIP design year (2038) analysis for the difference of the zoned use.  If there is no change in zoning, the TIA must include the Build year of the development, but not a TIP design year analysis.  The TIA must include documentation of zoning in TIP forecast. v. Background Traffic Assumptions  Future Build 2021  Growth rate – 1% per year 2. Capacity Analysis: Week day AM & PM Peak Hour a) Technical Analysis i. 2019 Existing Conditions ii. 2021 Future No-Build [Existing + 1% background growth + approved development trips] iii. 2021 Build Conditions [Existing + 1% background growth + approved development trips + site trips] iv. 2021 Build Conditions + improvements 3. Final Report Submittal: a) Completed TIA Application b) Signed and sealed by a Professional Engineer c) Four bound copies d) Four Electronic copies to include PDF of TIA and Synchro output files and Synchro analysis files in digital format 4. Notes: a) This scope shall remain valid for three months from the date of this letter. Page 3 of 3 b) Please note that if any changes occur (including but not limited to; land use, intensity, phasing, and/or site access) additional analysis may be required. Please contact me at 910-772-4170 with any questions regarding this scope. Sincerely, Fred Royal, PE, CFM Project Engineer Wilmington Metropolitan Planning Organization Attachments: Revised Trip Generation Summary (approved as attached) Traffic Impact Analysis Supplemental Guidelines Site Map (provided by Davenport) ec: Ben Hughes, PE, District Engineer, NCDOT Alex Stewart, PE, Deputy District Engineer, NCDOT Madi Lee, EI, Development Review Engineer, NCDOT Jon Roan, Assistant District Engineer, NCDOT Jessi Leonard, PE, Division Traffic Engineer, NCDOT Kirsten Spirakis, PE, Senior Assistant Traffic Engineer, NCDOT Mike Kozlosky, Executive Director, WMPO Amy Kimes, PE, Senior Project Engineer, WMPO Bill McDow, Transportation Planner, WMPO Don Bennett, PE, Traffic Engineer, City of Wilmington Denys Vielkanowitz, PE, Signal Systems Management Engineer, City of Wilmington Brad Schuler, Senior Planner, New Hanover County