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College Road Pin e c l i f f D r i v e Cape Fear Academy Jasmine Cove Way N a v a h o T r a i l Lans d o w n e R o a d Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Site Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Figure 3 Existing Lane Configurations LEGEND Signalized Intersection Unsignalized Intersection Existing Lane X'Storage (In Feet)40 0 ' 20 0 ' 22 5 ' 47 5 ' 100' Full Full 60 0 ' 40 0 ' 40 0 ' 40 0 ' 40 0 ' SPEED LIMIT45 SPEED LIMIT40 SPEEDLIMIT25 SPEEDLIMIT45 SPEEDLIMIT35 SPEEDLIMIT25 ~ 1 , 0 0 0 f e e t ~ 0 . 5 M i l e s ~ 1 , 0 0 0 f e e t 8 Traffic Impact Analysis Whiskey Branch – Wilmington, North Carolina (;,67,1*3($.+285&21',7,216 ([LVWLQJ3HDN+RXU7UDIILF ([LVWLQJSHDNKRXUWUDIILFYROXPHVZHUHGHWHUPLQHGEDVHGRQWUDIILFFRXQWVFRQGXFWHGDWWKH VWXG\LQWHUVHFWLRQVOLVWHGEHORZLQ$SULORIE\5.$&RXQWVZHUHFRQGXFWHGGXULQJ W\SLFDOZHHNGD\3030±30DQG6DWXUGD\PLGGD\$0±30SHDN SHULRGVDWWKHIROORZLQJLQWHUVHFWLRQV x6&ROOHJH5RDGDQG&DSH)HDU$FDGHP\3LQHFOLII'ULYH x6&ROOHJH5RDGDQG0RKLFDQ7UDLO-DVPLQH&RYH:D\ x6&ROOHJH5RDGDQG1%6%8WXUQORFDWLRQQRUWKRI0RKLFDQ7UDLO x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rip Generation Manual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raffic Impact Analysis Whiskey Branch – Wilmington, North Carolina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cale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Site Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Figure 4 Existing (2019) Peak Hour Traffic (unadjusted) LEGEND Signalized Intersection Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic13 / 3 22 3 0 / 1 8 9 5 5/ 8 17 / 1 4 80 / 9 0 5/ 0 12 4 9 / 1 5 5 5 6/ 7 49/66 19 / 2 6 12 0 9 / 1 5 7 3 35 / 3 2 18 7 2 / 1 7 2 2 58 / 3 9 16 / 4 2 12 4 2 / 1 5 9 7 3/30/28/15 25/40/06/0 12/21 14 / 9 17 5 8 / 1 6 7 0 11 6 / 8 5 67 / 4 8 21 / 1 5 0/ 0 2/224/236/9 39 / 4 3 17 / 1 2 5/ 7 131/6557/3893/55 11 Scale: Not to Scale Whiskey Branch Development Wilmington, NC Jasmine Cove Way Site N Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Figure 5A Weekday PM Site Trip Distribution - Phase 1A 60 % (6 0 % ) (3 5 % ) 60 % (95%) 35 % 5% 60% 35% 95% (9 5 % ) 60 % (3 5 % ) (6 0 % ) X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection 12 Scale: Not to Scale Whiskey Branch Development Wilmington, NC Jasmine Cove Way Site N Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Figure 5B Saturday Site Trip Distribution - Phase 1A 50 % (5 0 % ) (3 5 % ) 50 % (85%) 35 % 15% 50% 35% 85% (8 5 % ) 50 % (3 5 % ) (5 0 % ) X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection 13 Scale: Not to Scale Whiskey Branch Development Wilmington, NC Jasmine Cove Way Site N Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Figure 6 Phase 1A Trip Assignment 14 53 / 3 9 18 / 2 4 31 / 3 5 53 / 3 9 31 / 3 5 5/12 2/10 LEGEND Signalized Intersection Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic 18 / 2 4 53 / 3 9 31 / 2 7 49/59 84/66 49 / 5 9 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Site Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Figure 7 Existing (2019) Peak Hour Traffic with Phase 1A Traffic 15 LEGEND Signalized Intersection Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic13 / 3 22 8 3 / 1 9 3 4 5/ 8 17 / 1 4 80 / 9 0 5/ 0 12 8 0 / 1 5 9 0 6/ 7 98/125 19 / 2 6 12 0 9 / 1 5 7 3 66 / 5 9 19 2 5 / 1 7 6 1 58 / 3 9 34 / 6 6 12 7 3 / 1 6 3 2 3/30/28/15 25/40/06/0 12/21 14 / 9 17 7 6 / 1 6 9 4 16 9 / 1 2 4 67 / 4 8 21 / 1 5 0/ 0 2/224/236/9 39 / 4 3 17 / 1 2 5/ 7 131/6557/3893/55 Traffic Impact Analysis Whiskey Branch – Wilmington, North Carolina %$&.*5281'3($.+285&21',7,216 ,QRUGHUWRDFFRXQWIRUJURZWKRIWUDIILFDQGVXEVHTXHQWWUDIILFFRQGLWLRQVDWDIXWXUH\HDU EDFNJURXQGWUDIILFSURMHFWLRQVDUHQHHGHG%DFNJURXQGWUDIILFLVWKHFRPSRQHQWRIWUDIILFGXHWR WKHJURZWKRIWKHFRPPXQLW\DQGVXUURXQGLQJDUHDWKDWLVDQWLFLSDWHGWRRFFXUUHJDUGOHVVRI ZKHWKHURUQRWWKHSURSRVHGGHYHORSPHQWLVFRQVWUXFWHG%DFNJURXQGWUDIILFLVFRPSULVHGRI H[LVWLQJWUDIILFJURZWKZLWKLQWKHVWXG\DUHDDQGDGGLWLRQDOWUDIILFFUHDWHGDVDUHVXOWRIDGMDFHQW DSSURYHGGHYHORSPHQWV $PELHQW7UDIILF*URZWK 7KURXJKFRRUGLQDWLRQZLWKWKH:032LWZDVGHWHUPLQHGWKDWDQDQQXDOJURZWKUDWHRI ZRXOGEHXVHGWRJHQHUDWHSURMHFWHGZHHNGD\30DQG6DWXUGD\PLGGD\SHDNKRXU WUDIILFYROXPHV,QRUGHUWRSURYLGHDPRUHDFFXUDWHSURMHFWLRQRIWKHH[LVWLQJWUDIILFYROXPHV WKHH[LVWLQJXQDGMXVWHGYROXPHVZHUHJURZQWRWKHVHKRUL]RQ\HDUVZLWKWKHSKDVH$ VLWHWULSVDGGHGEDFNLQDVDQDGMDFHQWGHYHORSPHQW5HIHUWR)LJXUH$DQG$IRUWKHSURMHFWHG DQGSURMHFWHGSHDNKRXUWUDIILFUHVSHFWLYHO\ $GMDFHQW'HYHORSPHQW7UDIILF 7KURXJKFRRUGLQDWLRQZLWKWKH:032QRGHYHORSPHQWVZHUHRXWOLQHGWREHLQFOXGHGDV DGMDFHQWGHYHORSPHQWV3KDVH$RIWKH:KLVNH\%UDQFKGHYHORSPHQWZDVKRZHYHUWREH LQFOXGHGLQH[LVWLQJWUDIILFFRQGLWLRQVDQGZDVQRWLQFOXGHGLQWKHSURMHFWHGYROXPHVWRSUHYHQW H[FHVVLYHJURZWKRIWKHVHVLWHWULSV7RDFFRXQWIRUWKH3KDVH$WUDIILFLQIXWXUH\HDUVWKHVH VLWHWULSVZHUHDGGHGEDFNLQDVDQDGMDFHQWGHYHORSPHQWDFFRUGLQJWRWKHVDPHPHWKRGRORJ\ DQGDVVXPSWLRQVLQ6HFWLRQ )XWXUH5RDGZD\,PSURYHPHQWV %DVHGRQFRRUGLQDWLRQZLWKWKH:032QRIXWXUHURDGZD\LPSURYHPHQWVZHUHLQFOXGHGLQ EDFNJURXQGFRQGLWLRQV %DFNJURXQG3HDN+RXU7UDIILF9ROXPHV 7KHEDFNJURXQGWUDIILFYROXPHVZHUHGHWHUPLQHGE\SURMHFWLQJWKHH[LVWLQJ XQDGMXVWHGSHDNKRXUWUDIILFWRWKH\HDUVDQGDQGDGGLQJWKH3KDVH$VLWH Traffic Impact Analysis Whiskey Branch – Wilmington, North Carolina WULSV5HIHUWR)LJXUH%IRUDQLOOXVWUDWLRQRIWKHEDFNJURXQGSHDNKRXUWUDIILFYROXPHV DQG)LJXUH%IRUWKHEDFNJURXQGSHDNKRXUWUDIILFYROXPHV $QDO\VLVRI%DFNJURXQG3HDN+RXU7UDIILF&RQGLWLRQV 7KHEDFNJURXQG$0DQG30SHDNKRXUWUDIILFYROXPHVDWWKHVWXG\LQWHUVHFWLRQV ZHUHDQDO\]HGZLWKH[LVWLQJJHRPHWULFURDGZD\FRQGLWLRQVDQGWUDIILFFRQWURO7KHDQDO\VLV UHVXOWVDUHSUHVHQWHGLQ6HFWLRQRIWKLVUHSRUW Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Site Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Figure 8A Projected (2021) Peak Hour Traffic (unadjusted) 18 LEGEND Signalized Intersection Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic13 / 3 22 7 5 / 1 9 3 3 5/ 8 17 / 1 4 82 / 9 2 5/ 0 12 7 4 / 1 5 8 6 6/ 7 100/128 19 / 2 7 12 3 3 / 1 6 0 5 67 / 6 0 19 1 0 / 1 7 5 7 59 / 4 0 35 / 6 7 12 9 9 / 1 6 6 5 3/30/28/15 26/40/06/0 12/21 14 / 9 18 1 2 / 1 7 2 8 11 8 / 8 7 68 / 4 9 21 / 1 5 0/ 0 2/224/236/9 40 / 4 4 17 / 1 2 5/ 7 134/6658/3995/56 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Site Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Figure 8B Background (2021) Peak Hour Traffic 19 LEGEND Signalized Intersection Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic13 / 3 23 2 8 / 1 9 7 2 5/ 8 17 / 1 4 82 / 9 2 5/ 0 13 0 5 / 1 6 2 1 6/ 7 149/187 19 / 2 7 12 3 3 / 1 6 0 5 98 / 8 7 19 6 3 / 1 7 9 6 59 / 4 0 53 / 9 1 13 3 0 / 1 7 0 0 3/30/28/15 26/40/06/0 12/21 14 / 9 18 3 0 / 1 7 5 2 17 1 / 1 2 6 68 / 4 9 21 / 1 5 0/ 0 2/224/236/9 40 / 4 4 17 / 1 2 5/ 7 134/6658/3995/56 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Site Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Figure 9A Projected (2024) Peak Hour Traffic (unadjusted) 20 LEGEND Signalized Intersection Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic14 / 3 23 4 4 / 1 9 9 2 5/ 8 18 / 1 5 84 / 9 5 5/ 0 13 1 3 / 1 6 3 4 6/ 7 103/131 20 / 2 7 12 7 1 / 1 6 5 3 69 / 6 2 19 6 7 / 1 8 1 0 61 / 4 1 36 / 6 9 13 3 8 / 1 7 1 5 3/30/28/16 26/40/06/0 13/22 15 / 9 18 6 7 / 1 7 8 0 12 2 / 8 9 70 / 5 0 22 / 1 6 0/ 0 2/225/246/9 41 / 4 5 18 / 1 3 5/ 7 138/6860/4098/58 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Site Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Figure 9B Background (2024) Peak Hour Traffic 21 LEGEND Signalized Intersection Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic14 / 3 23 9 7 / 2 0 3 1 5/ 8 18 / 1 5 84 / 9 5 5/ 0 13 4 4 / 1 6 6 9 6/ 7 152/190 20 / 2 7 12 7 1 / 1 6 5 3 10 0 / 8 9 20 2 0 / 1 8 4 9 61 / 4 1 54 / 9 3 13 6 9 / 1 7 5 0 3/30/28/16 26/40/06/0 13/22 15 / 9 18 8 5 / 1 8 0 4 17 5 / 1 2 8 70 / 5 0 22 / 1 6 0/ 0 2/225/246/9 41 / 4 5 18 / 1 3 5/ 7 138/6860/4098/58 Traffic Impact Analysis Whiskey Branch – Wilmington, North Carolina 6,7(75,3*(1(5$7,21$1'',675,%87,21 7ULS*HQHUDWLRQ 3KDVHV%DQGRIWKHSURSRVHGGHYHORSPHQWDUHDVVXPHGWRFRQVLVWRIDSSUR[LPDWHO\ DSDUWPHQWVDQGPXOWLIDPLO\PLGULVH>3KDVH%@VIRIJHQHUDORIILFH>3KDVH@DQG VIRIUHWDLO>3KDVH@$YHUDJHZHHNGD\GDLO\ZHHNGD\30SHDNKRXUDQG6DWXUGD\ PLGGD\SHDNKRXUWULSVIRUWKHVHSKDVHVRIWKHSURSRVHGGHYHORSPHQWZHUHHVWLPDWHGXVLQJ PHWKRGRORJ\FRQWDLQHGZLWKLQWKH,7(Trip Generation ManualWK(GLWLRQ8QGHUSKDVH 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WUDIILFZDVJURXSHGWRJHWKHUDV³FRPPHUFLDO´7KHIROORZLQJGLVWULEXWLRQVKDYHEHHQDSSURYHG E\WKH:032 5HVLGHQWLDO6LWH7ULS'LVWULEXWLRQV:HHNGD\303HDN+RXU xWRIURPWKHQRUWKYLD6&ROOHJH5RDG xWRIURPWKHVRXWKYLD6&ROOHJH5RDG Traffic Impact Analysis Whiskey Branch – Wilmington, North Carolina 5HVLGHQWLDO6LWH7ULS'LVWULEXWLRQV6DWXUGD\3HDN+RXU xWRIURPWKHQRUWKYLD6&ROOHJH5RDG xWRIURPWKHVRXWKYLD6&ROOHJH5RDG &RPPHUFLDO6LWH7ULS'LVWULEXWLRQV:HHNGD\30DQG6DWXUGD\3HDN+RXU xWRIURPWKHQRUWKYLD6&ROOHJH5RDG xWRIURPWKHVRXWKYLD6&ROOHJH5RDG xWRIURPWKHHDVWYLD0RKLFDQ7UDLO xWRIURPWKHUHVLGHQWLDOGHYHORSPHQWWRWKHHDVWRQ1DYDKR7UDLO 7KHZHHNGD\30DQG6DWXUGD\DFFHVVDOWHUQDWLYHVDQGSKDVH%VLWHWULSGLVWULEXWLRQVDUH SURYLGHGLQ)LJXUHV$±'5HIHUWR)LJXUHV$±'IRUWKHZHHNGD\30DQG6DWXUGD\ DFFHVVDOWHUQDWLYHVDQG3KDVHUHVLGHQWLDOVLWHWULSGLVWULEXWLRQV)LJXUHV$±% SURYLGHWKHDFFHVVDOWHUQDWLYHVDQGFRPPHUFLDOVLWHWULSGLVWULEXWLRQVIRU3KDVHDQGILJXUHV $±%SURYLGHWKHDFFHVVDOWHUQDWLYHVDQGSDVVE\VLWHWULSGLVWULEXWLRQVIRU3KDVH 5HIHUWRILJXUHV$±%IRUWKH3KDVH%DFFHVVDOWHUQDWLYHVDQGVLWHWULSDVVLJQPHQWV )LJXUHV$±%SURYLGHWKHDFFHVVDOWHUQDWLYHVDQGUHVLGHQWLDOVLWHWULSDVVLJQPHQWVZKLOH ILJXUHV$±%FRQWDLQWKHFRPPHUFLDOWULSDVVLJQPHQWVDQGILJXUHV$±%FRQWDLQWKH SDVVE\WULSDVVLJQPHQWVIRU3KDVHRIWKHGHYHORSPHQW 7KHWRWDOVLWHWULSVIRU3KDVHZHUHGHWHUPLQHGE\DGGLQJWKHSULPDU\VLWHWULSVDQGWKHSDVVE\ VLWHWULSV5HIHUWR)LJXUHV$±%IRUWKH3KDVHWRWDOVLWHWULSVXQGHUDFFHVVDOWHUQDWLYHV DQG %DFNJURXQGWUDIILFDWWKHH[LVWLQJVRXWKERXQG87XUQZDVUHURXWHGWRXWLOL]HWKHSURSRVHG VRXWKERXQG8WXUQORFDWLRQQRUWKRIWKHVLWH$VLQRULJLQDO7,$UHSRUWRIWKHH[LVWLQJ VRXWKERXQG8WXUQVZHUHUHDVVLJQHGWRWKHQHZ8WXUQORFDWLRQ5HIHUWR)LJXUHIRUWKH GLYHUWHGWULSVDVVRFLDWHGZLWKWKLVQHZ8WXUQORFDWLRQ Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Figure 10A Weekday PM Site Trip Distribution - Phase 1B, Alternative 1 60 % (6 0 % ) (4 0 % ) 40 % 60% 40% 60 % (4 0 % ) (6 0 % ) X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection (100%) 10 0 % 60 % ( 4 0 % ) Right-In/Right-Out Intersection 60 % 26 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Figure 10B Saturday Site Trip Distribution - Phase 1B, Alternative 1 50 % (5 0 % ) (5 0 % ) 50 % 50% 50% 50 % (5 0 % ) (5 0 % ) X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection (100%) 10 0 % 50 % ( 5 0 % ) Right-In/Right-Out Intersection 50 % 27 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #4 Figure 10C Weekday PM Site Trip Distribution - Phase 1B, Alternative 4 60 % (6 0 % ) (4 0 % ) 40 % 60% 40% 60 % (4 0 % ) (6 0 % ) 30 % X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection (100%) 30 % 10 % (4 0 % ) Right-In/Right-Out Intersection 28 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #4 Figure 10D Saturday Site Trip Distribution - Phase 1B, Alternative 4 50 % (5 0 % ) (5 0 % ) 50 % 50% 50% 50 % (5 0 % ) (5 0 % ) 35 % X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection (100%) 35 % 15 % (5 0 % ) Right-In/Right-Out Intersection 229 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #5 Figure 11A Weekday PM Residential Site Trip Distribution - Phase 2, Alternative 1 60 % (6 0 % ) (4 0 % ) 40 % 60% 40% 60 % (4 0 % ) (6 0 % ) X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection(40%) 40 % (4 0 % ) Right-In/Right-OutIntersection (60%) 60 % Left-Over Intersection 60 % (6 0 % ) 30 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #5 Figure 11B Saturday Residential Site Trip Distribution - Phase 2, Alternative 1 50 % (5 0 % ) (5 0 % ) 50 % 50% 50% 50 % (5 0 % ) (5 0 % ) (50%) 50 % (5 0 % ) (50%) 50 % X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection Right-In/Right-Out Intersection Left-Over Intersection 50 % (5 0 % ) 31 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Site Drive #3 Site Drive #4 SITE Site Drive #5 Figure 11C Weekday PM Residential Site Trip Distribution - Phase 2, Alternative 4 60 % (6 0 % ) (4 0 % ) 40 % 60% 40% 60 % (4 0 % ) (6 0 % ) (40%) 30 % 10 % (4 0 % ) (60%) 60 % 60 % 30 % X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection Right-In/Right-Out Intersection Left-Over Intersection 60 % (6 0 % ) 32 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Site Drive #3 Site Drive #4 SITE Site Drive #5 Figure 11D Saturday Residential Site Trip Distribution - Phase 2, Alternative 4 50 % (5 0 % ) (5 0 % ) 50 % 50% 50% 50 % (5 0 % ) (5 0 % ) (50%) 35 % 15 % (5 0 % ) (50%) 50 % 50 % 35 % X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection Right-In/Right-Out Intersection Left-Over Intersection 50 % (5 0 % ) 33 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #5 Figure 12A PM + Saturday Commercial Site Trip Distribution - Phase 2, Alternative 1 60 % (6 0 % ) (3 0 % ) (5 % ) 10 % 30 % 60% 30% 60 % (2 0 % ) 30 % ( 2 5 % ) (1 5 % ) (6 5 % ) (45%) 30 % 20 % 10 % ( 3 5 % ) (55%) 10 % ( 1 5 % ) 50 % 5% 10% (2 5 % ) 30 % 10 % ( 1 5 % ) (5%) 5% to/from residential development to the east X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection Right-In/Right-Out Intersection Left-Over Intersection 60 % ( 1 5 % ) (8 0 % ) 34 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Site Drive #3 Site Drive #4 SITE Site Drive #5 Figure 12B PM + Saturday Commercial Site Trip Distribution - Phase 2, Alternative 4 60 % (6 0 % ) (3 0 % ) (5 % ) 30 % 60% 30% 60 % (2 0 % ) 15 % ( 2 5 % ) 10 % (1 5 % ) (6 5 % ) (45%) 25 % 15 % (3 5 % ) (55%) 30 % ( 1 5 % ) 30 % 5% 10% (2 5 % ) 15 % (1 5 % ) 30 % (5%) 5% to/from residential development to the east X% (Y%) XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection Right-In/Right-Out Intersection Left-Over Intersection 60 % ( 1 5 % ) (8 0 % ) 35 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #5 Figure 13A Weekday PM + Saturday Pass-By Distribution - Phase 2, Alternative 1 60 % X%Pass-By Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection 25% -2 5 % 25 % Right-In/Right-Out Intersection 75% 60 % -1 5 % 15 % Left-Over Intersection 60 % 60 % 36 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Site Drive #3 Site Drive #4 SITE Site Drive #5 Figure 13B Weekday PM + Saturday Pass-By Distribution - Phase 2, Alternative 4 55 % X%Pass-By Trip Distribution LEGEND Signalized Intersection Unsignalized Intersection 20% -2 0 % 20 % Right-In/Right-Out Intersection 80% 20 % 35 % -2 5 % 10 % Left-Over Intersection 20 % -1 5 % 15 % 55 % 55 % 37 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Figure 14A Total Trip Assignment - Phase 1B, Alternate 1 LEGEND Signalized Intersection Unsignalized Intersection 32 / 3 6 50 / 3 5 38 21 / 3 7 32 / 3 6 50 / 3 5 21 / 3 7 50 / 3 5 34 / 3 5 84 / 7 0 71 / 7 2 53/73 X / Y Weekday PM / Saturday Peak Hour Traffic Right-In/Right-Out Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #4 Figure 14B 32 / 3 6 50 / 3 5 39 21 / 3 7 32 / 3 6 25 / 2 5 50 / 3 5 21 / 3 7 34 / 3 5 25 / 2 5 9/ 1 0 21 / 3 7 53/73 Total Trip Assignment - Phase 1B, Alternate 4 LEGEND Signalized Intersection Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic Right-In/Right-Out Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #5 Figure 15A Residential Trip Assignment - Phase 2, Alternate 1 28 / 3 6 42 / 3 5 40 18 / 3 7 18 / 3 7 28 / 3 5 28 / 3 5 18 / 3 7 18/37 42 / 3 5 28/36 28 / 3 6 42 / 3 5 42 / 3 5 28 / 3 6 LEGEND Unsignalized Intersection X / Y Weekday PM /Saturday Peak Hour Traffic Right-In/Right-Out Intersection Left-Over Intersection Signalized Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Site Drive #3 Site Drive #4 SITE Site Drive #5 Figure 15B Residential Trip Assignment - Phase 2, Alternate 4 28 / 3 6 42 / 3 5 41 18 / 3 7 21 / 2 5 18 / 3 7 28 / 3 5 21 / 2 5 7/ 1 0 18 / 3 7 18/37 42 / 3 5 28/36 28 / 3 6 42 / 3 5 42 / 3 5 42 / 3 5 28 / 3 6 LEGEND Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic Right-In/Right-Out Intersection Left-Over Intersection Signalized Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #5 Figure 16A Commercial Trip Assignment - Phase 2, Alternate 1 18 4 / 1 8 6 12 2 / 2 0 9 42 61 / 6 2 13 8 / 1 8 2 92 / 9 2 61 / 1 0 4 61 / 1 0 4 41 / 7 0 12 7 / 1 4 3 138/140 66 / 8 1 10 2 / 1 7 4 168/170 46 / 4 6 19 9 / 2 0 2 12 2 / 2 0 9 77 / 7 8 61 / 1 0 4 15/16 66 / 8 1 21/35 20 / 3 5 15 / 1 6 16 8 / 2 5 5 24 5 / 2 4 8 LEGEND Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic Right-In/Right-Out Intersection Left-Over Intersection Signalized Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Site Drive #3 Site Drive #4 SITE Site Drive #5 Figure 16B Commercial Trip Assignment - Phase 2, Alternate 4 18 4 / 1 8 6 12 2 / 2 0 9 43 61 / 6 2 10 8 / 1 3 0 20 / 3 5 92 / 9 2 15 / 1 6 61 / 1 0 4 51 / 8 7 31 / 5 2 10 7 / 1 0 8 138/140 10 7 / 1 5 1 61 / 1 0 4 168/170 46 / 4 6 19 9 / 2 0 2 12 2 / 2 0 9 46 / 4 6 61 / 1 0 5 21/35 77 / 7 8 31 / 5 2 15/16 16 8 / 2 5 5 24 5 / 2 4 8 LEGEND Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic Right-In/Right-Out Intersection Left-Over Intersection Signalized Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #5 Figure 17A Pass-By Trip Assignment - Phase 2, Alternate 1 44 -2 6 / - 2 8 26 / 2 8 26/28 64 / 6 7 80/83 64 / 6 7 -1 6 / - 1 6 16 / 1 6 64 / 6 7 64 / 6 7 LEGEND Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic Right-In/Right-Out Intersection Left-Over Intersection Signalized Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Site Drive #3 Site Drive #4 SITE Site Drive #5 Figure 17B Pass-by Trip Assignment - Phase 2, Alternate 4 45 -1 6 / - 1 7 16 / 1 7 -2 1 / - 2 2 21 / 2 2 21/22 21 / 2 2 37 / 3 9 85/89 58 / 6 1 21 / 2 2 -2 7 / - 2 8 11 / 1 1 58 / 6 1 58 / 6 1 LEGEND Unsignalized Intersection X / Y Weekday PM /Saturday Peak Hour Traffic Right-In/Right-Out Intersection Left-Over Intersection Signalized Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #5 Figure 18A Total Trip Assignment - Phase 2, Alternate 1 21 2 / 2 2 2 16 4 / 2 4 4 46 79 / 9 9 13 8 / 1 8 2 11 0 / 1 2 9 89 / 1 3 5 35 / 7 6 95 / 1 3 3 14 5 / 1 8 0 182/205 66 / 8 1 20 8 / 2 7 6 276/289 11 0 / 1 1 3 22 7 / 2 3 8 16 4 / 2 4 4 61 / 6 2 77 / 1 2 0 15/16 66 / 8 1 21/35 20 / 3 5 15 / 1 6 27 4 / 3 5 7 33 7 / 3 5 1 LEGEND Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic Right-In/Right-Out Intersection Left-Over Intersection Signalized Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Site Drive #3 Site Drive #4 SITE Site Drive #5 Figure 18B TotalTrip Assignment - Phase 2, Alternate 4 21 2 / 2 2 2 16 4 / 2 4 4 47 79 / 9 9 92 / 1 1 3 57 / 7 7 11 0 / 1 2 9 15 / 1 6 89 / 1 3 9 51 / 9 0 59 / 8 4 12 5 / 1 4 5 177/199 17 0 / 2 0 8 98 / 1 4 3 281/295 10 4 / 1 0 7 22 7 / 2 3 8 16 4 / 2 4 4 46 / 4 6 12 4 / 1 6 2 21/35 50 / 5 0 42 / 6 3 15/16 26 8 / 3 5 1 33 1 / 3 4 5 LEGEND Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic Right-In/Right-Out Intersection Left-Over Intersection Signalized Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Site Drive #3 Site Drive #4 SITE Site Drive #5 Figure 19 Diverted U-Turn Traffic LEGEND Signalized Intersection Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic 48 -3 1 / - 2 1 -3 1 / - 2 1 31 / 2 1 -3 1 / - 2 1 Traffic Impact Analysis Whiskey Branch – Wilmington, North Carolina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cale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Figure 20A Combined (2021) Peak Hour Traffic - Phase 1B, Alternate 1 LEGEND Signalized Intersection Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic 50 74 / 1 2 8 13 6 2 / 1 7 3 6 14 / 9 18 5 1 / 1 7 8 9 19 / 2 7 12 6 7 / 1 6 4 0 98 / 8 7 13 8 3 / 1 7 9 1 84 / 7 0 20 8 7 / 1 9 5 9 53/73 20 1 3 / 1 8 3 1 59 / 4 0 149/187 17 1 / 1 2 6 50 / 3 5 13 / 3 23 7 8 / 2 0 0 7 5/ 8 17 / 1 4 82 / 9 2 5/ 0 13 3 7 / 1 6 5 7 6/ 7 3/30/28/15 26/40/06/0 68 / 4 9 21 / 1 5 0/ 0 2/224/236/9 40 / 4 4 17 / 1 2 5/ 7 134/6658/3995/56 12/21 Right-In/Right-Out Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #4 Figure 20B Combined (2021) Peak Hour Traffic - Phase 1B, Alternate 4 51 74 / 1 2 8 13 6 2 / 1 7 3 6 25 / 2 5 14 / 9 18 5 1 / 1 7 8 9 17 1 / 1 2 6 19 / 2 7 12 6 7 / 1 6 4 0 98 / 8 7 14 0 8 / 1 8 1 6 9/ 1 0 20 3 7 / 1 9 2 4 53/73 19 6 3 / 1 7 9 6 50 / 3 5 59 / 4 0 149/187 13 / 3 23 7 8 / 2 0 0 7 5/ 8 17 / 1 4 82 / 9 2 5/ 0 13 3 7 / 1 6 5 7 6/ 7 3/30/28/15 26/40/06/0 68 / 4 9 21 / 1 5 0/ 0 2/224/236/9 40 / 4 4 17 / 1 2 5/ 7 134/6658/3995/56 LEGEND Signalized Intersection Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic Right-In/Right-Out Intersection 12/21 Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #5 Figure 21A Combined (2024) Peak Hour Traffic - Phase 2, Alternate 1 52 13 3 / 1 9 2 15 0 7 / 1 9 3 2 15 / 9 19 9 5 / 1 9 3 3 19 0 / 1 4 4 20 / 3 5 20 / 2 7 13 6 0 / 1 7 9 2 10 0 / 8 9 14 5 8 / 1 9 1 9 95 / 1 3 3 22 1 9 / 2 1 2 2 182/205 21 1 6 / 1 9 5 0 20 8 / 2 7 6 276/289 11 0 / 1 1 3 16 5 7 / 2 0 2 9 22 4 5 / 2 1 3 4 14 6 0 / 1 8 3 2 77 / 1 2 0 20 8 6 / 1 9 3 0 30 / 2 0 173/225 23 2 4 / 2 2 2 6 31 / 2 1 17 3 6 / 2 1 2 1 LEGEND Unsignalized Intersection X / Y Weekday PM / Saturday Peak Hour Traffic Right-In/Right-Out Intersection 14 / 3 25 6 1 / 2 2 7 5 5/ 8 18 / 1 5 84 / 9 5 5/ 0 15 5 6 / 1 8 9 1 6/ 7 3/30/28/16 26/40/06/0 70 / 5 0 22 / 1 6 0/ 0 2/225/246/9 41 / 4 5 18 / 1 3 5/ 7 153/8460/4098/58 13/22 Left-Over Intersection Signalized Intersection Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. 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RECOMMENDATIONS Based on the findings of this study, specific geometric improvements have been identified and are recommended to reasonably accommodate future traffic conditions. These recommendations are detailed below. Refer to Figures 22A and 22B for an illustration of the recommended lane configuration for the proposed development under Access Scenarios 1 and 4. Although recommendations are provided for each access scenario, access scenario 4 is the preferred (and recommended) alternative. Recommended Improvements by Developer – Access Scenario 1 S. College Road and Site Drive #3 [Phase 1B]  Provide site access via westbound approach with one ingress lane and one egress lane via a right-in/right-out intersection.  Provide stop control for the westbound approach  Construct a northbound right-turn lane on S. College Road with a minimum of 100 feet of storage and appropriate taper. S. College Road and Existing Northbound U-Turn North of Mohican Trail [Phase 2]  Monitor for signalization and install once warranted and approved by NCDOT. S. College Road and Site Drive #5 [Phase 2]  Provide site access via westbound approach with one ingress lane and one egress lane via a left-over intersection.  Monitor for signalization and install once warranted and approved by NCDOT. Prior to signalization, provide stop control for the westbound approach.  Construct a northbound right-turn lane on S. College Road with a minimum of 200 feet of storage and appropriate taper.  Construct a southbound left-turn lane on S. College Road with a minimum of 350 feet of storage and appropriate taper. Traffic Impact Analysis Whiskey Branch – Wilmington, North Carolina 77 S. College Road and Southbound U-Turn North of Site Drive #5 [Phase 2]  Construct a southbound U-turn north of Site Drive #5. Provide a minimum of 250 feet of storage and appropriate taper for the southbound U-turn lane.  Provide yield control for the U-turn movement. S. College Road and Northbound U-Turn North of Weybridge Lane [Phase 2]  Construct a northbound U-turn north of Weybridge Lane. Provide a minimum of 200 feet of storage and appropriate taper for the northbound U-turn lane.  Monitor for signalization and install once warranted and approved by NCDOT. Provide yield control for the U-turn movement prior to signalization. Recommended Improvements by Developer – Access Scenario 4 S. College Road and Site Drive #3 [Phase 1B]  Provide site access via westbound approach with one ingress lane and one egress lane via a right-in/right-out intersection.  Provide stop control for the westbound approach  Construct a northbound right-turn lane on S. College Road with a minimum of 100 feet of storage and appropriate taper. S. College Road and Existing Northbound U-Turn North of Mohican Trail [Phase 2]  Monitor for signalization and install once warranted and approved by NCDOT. S. College Road and Site Drive #5 [Phase 2]  Provide site access via westbound approach with one ingress lane and one egress lane via a left-over intersection.  Monitor for signalization and install once warranted and approved by NCDOT. Prior to signalization, provide stop control for the westbound approach.  Construct a northbound right-turn lane on S. College Road with a minimum of 200 feet of storage and appropriate taper.  Construct a southbound left-turn lane on S. College Road with a minimum of 250 feet of storage and appropriate taper. Traffic Impact Analysis Whiskey Branch – Wilmington, North Carolina 78 S. College Road and Southbound U-Turn North of Site Drive #5 [Phase 2]  Construct a southbound U-turn north of Site Drive #5. Provide a minimum of 250 feet of storage and appropriate taper for the southbound U-turn lane.  Provide yield control for the U-turn movement. S. College Road and Northbound U-Turn North of Weybridge Lane [Phase 2]  Construct a northbound U-turn north of Weybridge Lane. Provide a minimum of 200 feet of storage and appropriate taper for the northbound U-turn lane.  Monitor for signalization and install once warranted and approved by NCDOT. Provide yield control for the U-turn movement prior to signalization. S. College Road and Existing Southbound U-Turn North of Mohican Trail / Site Drive #4  Provide site access via westbound approach with one ingress lane via an ingress only intersection. [Phase 1B]  Construct a northbound right-turn lane on S. College Road with a minimum of 100 feet of storage and appropriate taper. [Phase 1B]  Monitor for signalization and install once warranted and approved by NCDOT. [Phase 2] Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail SITE Site Drive #3 Site Drive #5 Figure 22A Recommended Lane Configurations - Access Alternative 1 LEGEND Signalized Intersection Unsignalized Intersection Existing Lane X'Storage (In Feet) 40 0 ' 20 0 ' 22 5 ' 47 5 ' 100' Full Full 60 0 ' 40 0 ' 40 0 ' 40 0 ' 40 0 ' Site Drive #3 Site Drive #5 20 0 ' 25 0 ' 35 0 ' 20 0 ' 10 0 ' Phase 2 Improvements By Developer Monitor forSignalization Right-In/Right-Out Intersection Left-Over Intersection Phase 1B Improvements By Developer 79 **Intersection included as in analysis, but not recommended by development Scale: Not to Scale Whiskey Branch Development Wilmington, NC N Jasmine Cove Way Cape Fear Academy Pine Cliff Drive Lansdowne Road Na v a h o Tr a i l Nicholas Creek Circle S. C o l l e g e Ro a d Mohican Trail Site Drive #3 Site Drive #4 SITE Site Drive #5 Figure 22B Recommended Lane Configurations - Access Alternative 4 40 0 ' 20 0 ' 22 5 ' 47 5 ' 100' Full Full 60 0 ' 40 0 ' 40 0 ' 40 0 ' 40 0 ' (R e s t r i p e ) Site Drive #3 Site Drive #5 20 0 ' 25 0 ' 25 0 ' 20 0 ' 10 0 ' Site Drive #4 10 0 ' LEGEND Signalized Intersection Unsignalized Intersection Existing Lane X'Storage (In Feet) Site Drive #3 10 0 ' Phase 2 Improvements By Developer Monitor forSignalization Right-In/Right-Out Intersection Left-Over Intersection Phase 1B Improvements By Developer 80 **Intersection included as in analysis, but not recommended by development Charleston, SC - Charlotte, NC - Columbia, SC - Raleigh, NC - Richmond, VA - Winston-Salem, NC RAMEY KEMP & ASSOCI ATES