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01-15 Impact Analysis
Appendix A Traffic Count Data i File Name rte 11 - apple valley Site Code :00001111 Start Date 1/20/2015 Page. No : 1 Grouns Printed- Unshifted 08:00 'AM Route 11 83 26 109 0 Route 11 0 Apple Valley Rd 40 152 0 192 From North 0 19 From East 333 From South From West 43 24 Start.''Tlme left Thru Right App. Total Left Thru Rig'htj App. Total Left Thru I Right, App, Left I Thru Right , . App. Total In Total 06:45 AM ' 0 36 13 49 0 0 0 0,1 34 66 0 100 12 0 9 21 l 170 Total 0, 36 13 491 0 0 0 01 34 66 0 1061 12 0 9 21 170 07:00 -AM 0 36 7 43 0 0 0 0 26 45 0. 71 5 0 23; '28 142 07:15 AM 0 51 11 62 0 0 0 0 31 71 .0 102 11 0 22 33 197 07'30 AM' 0 '58 18 76 0 0 0: 0 56 120 0 17Q 16 0 20 `36 282 07 :45 AM 0 77 28 105 0 0 0 0 62 154 0 216 _ 19 0 28 47 368 Total 0 ;222 64 286' 0 0 0 0 169 .390 0 559 51 0 93 144 989 08:00 'AM 0 83 26 109 0 0 0 0 40 152 0 192 13 0 19 32 333 08:, M 0 43 24 67 0, 0 0 0 46 115 0 161 14 0 19 33 261 08:30 AM 0 75 10 85 0 0 0 0 42 116 0 158 19 0 16' 35 278 08:45'AM 0 79 23 102 0 0 0 0 40 127 0 167' 13 0 18 31 300 Total t 0 280* 83' 363 0 0 0 0 168 510 0 678 1 59 0 72 131 I 1 "172 09:00�AM 0 82 13 95 0 0 0 0 29 116 0 145 17 0 28 45, 285 09:15.AM, 0 152 9 161 0 0 0 0 18 126 0 144 35 0 25 "60 365 " BREAK. * * *' Total , 0 234 22 256 1 0 0 0 0 47 242 0 2891 52 0 53 105 650 "BREAK 0.3i30',PM 0 141 19 160 0 0 0 0 23 154 0 177 15 0 16' 31 368 . 03`.45 PM 0 165 8 173. 0 0 0 0 33 124 0 157 19 0 24 43 373 Tbtal 1 0 306 27 333 0 0 5P 278 0 334 1 34 0 40 74 741 0 04:00 PM 0 163` 12 175 0 0 0 0 18 144, 0 162 20 0 311 51 388 04:15 PM 0 152 20 172 0 0 0 0 17 • 157 0 174 19 0' 23 42 388 04:30 PM 6 167 11 178 0 0 0 0 25 123 0 1'48 20 0 31' 51 377 04:45 PM 0 161 20 .181 0 0 0 0 36 128 0 164 33 0 95 128 473 Total 0 643 63 706 0 0 0 0 96 552 0 648 92 0 180 272 1626 05`.00_PM 0 188, 16' 204 .0 0 0 0 21 137 0 158 27 0 27' 54 416 '05:15;PM 0 153 20 173 0 0 0 0 19 135: 0 154 18 0 18 36 363 ,05:30 PM 0 143' fi 154 0 0 0 0 19, 125' 0 144 8 0 -13 21 319 Grand.Total 0 2205 319 .2524 '0 0 0 0 629 2435 0 3064 -353 0 505: 858 6446 t Apprch'% 0 87,4 12.6 0 0 0 . 20,5 79.5 0 41.1 0 58:9 ' Total % 0 34.2 4.9 39.2 0 0 0 0 9.8 3Z.8 0 47.5 5.5 0 T.8 13:3 SlAw'lle Engineering,fLic 220 Serviceberry Court Stephens City, VA 22655 File Name : rte 1.1 - apple valley Site Code. : 00001111 Start Date : 1/20/2015 Page No :2 Peak'HourAnalysis From 06:45 AMtto 11 45`AM -'Peak tof 1 I Peak Hour for Ent irejntersection. Begins,at 07:30 AM Int. Total 07:30AM Route ] 1 From North; From East Route 11 Frorn.South Apple Valley Rd From West Start Time Left Thru Right App. Total Left Thru Right I App. T.t.1 I Left I Thru. I Right I App. Total I Left I Thru Right App.'Totai Int. Total 07:30AM 0 58; 18 76, 0 0 0 0 50 120 0 170 16 0 20 36 o 07:45, AM, , 0 77 28 105 6 0 0 0 62 154 0 '216 19 0 28 47 :282 368 08:00 AM: 0 83 26 109 0 0 0 0 40 152 0 192 13 0 19 32 333 08:15 AM.- 0 43 24 67 0 0 0 0 46 115 0 161' 14 0 19 33 261 Total Volume 0 261 96 357 0• 0 0 0 198. 541 0 739 62 0 86 148 1244 % Ap-p. Total', 0' 73.1 26:9 0 0 0 26:8 73;2 0 41!9 0 58.1 PHF .000 786 .857' .819 ;000 .000 :000 .000 .798 :878 .000' :855 •.816 .000 .768 .787 .845 • Route 11 Out In Total 603 357 960 96 261 0 Right Thru Left L► Peak Hour Data -Fa4 j — ^o � Peak.Hour Begins at 07 30 AM' 1 —c . P. F-1 o CL cc r Unshifted _ a: O N Left Thru Right 198 541 0 347 739 1086 Out in Total RmAp. 11 S#we �Eng - 9 PLC 220' Serv* eberry Court: Stephens City, 'VA 22655 • File Name • rte 11 - a In Valle RP Y Site Code 00001111 Start Date : 1/20/2015 Page No :3 i Peak Hour Analysis�From= 12:00`PM to 05:30 PM•- Peak 1 of�1 Peak Hour for Entire'Intersection Begins at 04 :15 PM Ii I i 04:15 PM Route 11 From North. From East Route 11 From South, Apple Valley Rd From West „0 Start'Time Left' Thru Right o,ro�r Left I Thru I Right Left 1. Thru I Right I App. Total I Left,1 Thru I Right I APP.Total Int.Total i Peak Hour Analysis�From= 12:00`PM to 05:30 PM•- Peak 1 of�1 Peak Hour for Entire'Intersection Begins at 04 :15 PM Ii I i 04:15 PM 0 152 20 172 „0 0 0 0 17 157 0 174 19 0 23 42 388 04'30 PM 0 167 11 1.18 0 0 0 0 25 123 0 148 20 0 31 51 377 04,45 PM 0 161 20 181 „0 0 0 0 36 128 0 164 33 0 95 128 473 06`.00`PM 0 188 16 204 6 '0 0 0 21 137 0 158 27 0 27 54. 416 Total Volume 0 668 67 735. 0 0 0 0 99 545 0 644 99 0 17,6 275 1654 %A p. Total 0` 90 :9 9 :1 0 0 0 1514 84.6, 0 36 0 64 , PHF 1 .000, .888 :838 .901: :000 .000 .000 .000 .688 .868 .000 .925 1 .750 .000 .463 .537 .874 • Route 11 ' Out In Total' 644 735 1 1379 67 668_ 0 Right Thru Left L► Peak Hour Data tcoo I '. 0 o T u�-) =o 2 �. �; r► Peak Hour Begins at 04:15 PMT 5 W F c o 0 a n r �Unshjfted C �m -i �o m F► Left Thru Right 99 545 10 $44 644' 1488 Out In Total S*we i ' .. `220 :Serviceberry Court Stephens City, VA 22655 Oa0k.burn Property Rezoriing File Name : a le Valle. - shad elm pp Y Y Frederick Co; V.A Site Code :00002222 Start Rafe : 1/20/20151 Page No : 1 Groups Printed- Unsh fled - B'ankI = Bar1k 2 0 .56 10 0 0, E50 16 0 0 32 Apple Valley Road ''08:00 AM 0. Shady Elm _Road ° 08:15 AM Apple Valley Road 0' 0 08:30; AM 0 From North 0 0 0 From East 0 0 0 From South. 0 0 0 From'West 0 0 0 Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right I App..Total • 03:30 PM 03:45 PM Left Thru I Right App: Total I Int. Total 06:45 AM 0 0 0 0 34 4 0 38 0 0 7 7 0 15 0 15 1 60 Total 0 0 0 0 34 4 '0 38 0 0 7 7 0 15 0 15 f 60 07::00 AM 0 0 0 0 27 7' 0, 34 0 0 7' 7 0 21 1 22 63 07:15 PAM 0 0 0 0 24 10 0 34 0 0 -13 13 0 26 3 29 76 07:30 AM 0. 0 0 0 31 13 0 44' 1 0 13 14 1 29 7 37 95 07:45 AM 0 - 0 . 0 0 58 18 0 76 2 0 21 23 0 22 9 31 130 Total 0 0 0 0 140 48 0 188 3 0 54 57 1 98 20 119 364 0 .56 10 0 0, E50 16 0 0 32 25 0 ''08:00 AM 0. 0' 0 ° 08:15 AM 0 0' 0 08:30; AM 0 0 0 08:45 AM 0 0 0 Total' . j 0 0 0 J 09:00 AM 0 0 0 09:15•AM 0 0 0 " ** BREAK_'" 5 24 Total 0 0 0' " ** BREAK i 0 77 • 03:30 PM 03:45 PM 0, 0 0. 0 0 0 Total 0 0 0 04:00 P.'M 0 0 0 04:15 PM 0 0 0 04:30 PM 0 0 0 04`A PM 0 0 0' I To—tat I 0 0 0 I 05`.00,PM 0 0, 0, 05:15 PM'' 0 0 0 05 30 PM 0 0' 0 05:45 PM 0 0 0 Total 0 0 0 0 .56 10 0 0, E50 16 0 0 32 25 0 0 .22 33 0 0' 160 84 0 0 19 22_ 0 0 12 26 0 0 I 31 48 0 66 3 0, 14 66 3 0 25 57 1 0 24 55 5 0' 17 4-41 12 0 77 4,1 2 0 14 38 3 0• 11 79 1 5 0' 25 17 8 0 18 8 26 0 109 28 0 27 3 0 19 7 26 36 120 22 18 0 21 3 24 43 103 22 1 7 0 19 5 24 0 101 89 1 0 77 23 100 1 433 16 12 0 34 5 39 0 96 14 0 15 1 0 17 3 20 30 72 30 0 51 8 59 168 0 8 21 0 29 4 0 48 52 0 27 3 6 14' 22 0 36 3 40' 18 21' 0 16 1. 0 22 43 0 65 1 7 0 66 73 1 0 43" 4 0 11 27 0 38 3 0 29 32 0 13 0 6 12 13 0 25 2 0 23 25 0 15 1 0 12' 18 0 30 2 0 20 22 0 18 1 0. 17' 17 0 '34' 3 0 21 24 0 26 5 0 52' 75' 0 127 1 10 0 93 103 1 0, 72 7 0 11 41 0 52 15 0 :96 111 0 20 3 0 7 25 0 32 7 or 33 40 0 13 1 0 11 18 0 29 7 6 22 29 0 17 0 0 .10 17 0 27 2 0 8 10 0 17 1 0: 39 101 0 1401 31 0 159 190 0 67 5 30 111 17 74 47 185 13 83 T6 66 19 71 31 89 79 309 23 186 14 86' 17 75 18 55 72 1 402 Grand Total. • 0 0 0 , 478 403 0 881 68 0 481 549 1 423 67 4.91 1921 Apprch % 0 0 0 54:3 45.7. 0 12.4 0 87.6 0.2 86:2 13:6 Total % 0 0 0 0 24.9 21 0 45.9 3.5 0 25 28.6 0.1 22 3S5 25:6 Uhstiifted '0 0 0 0 478 .403 0 884 68 0 481 549 1 423 67 491 1921 Unshifted 0 0 0 0 100 100• 0 100 100 0 100 100 100: 100 100 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 %.Bank 1 0 0 .. 0` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bai 2 0 0 0. 0 0 .0 0 0 0 0 0' 0' .0 0' 0 0 0 %Bank,2. 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 Y 0 _ sitwe Engineering, 220 Serviceberry. Court Stephens City_ , VA 22655 oa,ckburn Property Rezoning File Name :'apple valley - shady elm r Frederick Cb, 'VA Site Code : 00002222 Start Date 1/20/2015 k Page No :2 Peak HourAnalysis From'06`.45 AM to 11:45,AM - Peak.1 of 1 Peak, Hour forEntir-e Intersection Begins;at,07:45 AM Int. 1"otal 0,7,,:45 AM From North Apple Valley Road From East Shady Elm Road From South, t Apple Valley Road From West State Time Left Thru Right App. rotas Left Thru I .Right App. Total 1. Left I Thru I Right App. Total Left I Thru I Right L App. Total Peak HourAnalysis From'06`.45 AM to 11:45,AM - Peak.1 of 1 Peak, Hour forEntir-e Intersection Begins;at,07:45 AM Int. 1"otal 0,7,,:45 AM 0 0 0 6 58 18 0 76 2 0 21 23 0 22 9 31 130 08:00 AM 0 0 0 0 56 10' 0 66 3 0 -14 17 0 18 8 26 109 08::15' AM 0 0 0 0 50 16 0 66 3 • 0 25, 28 0 19 7 26 120 08:30'AM 6 0 0 0 32 25 0 57 1 0 21 22 0 21 3 24 103 Total Volume 0 0 0 - 0 196, 69 0 265 9 0 .81 90 0 80 27 107 462 %; pp. Total 0 0. 0 74 26 0 10 0 90. 0 74.8 25[2 PHF .000 .000 .000 006 .845 .690 .000 .872 .750' .000. _ .810 :804 .000 .909 .750 _863,1 .888 • oH^ o'x o of r >,, 2" > d C, < 5 onN ° � Out In �Tota�l �� 0 =O� 0 0 0 Ri j-ht Thru Left J i -► Peak Hour Data o North 'Peak Hour Begins at 07:45 AM Unshifted Bank 1 Bank 2 1� I F' Left Thru Right 9 0 81 223 90 313 Out In Total ,,hariv Flm Rnari �OD o a. m o cn r o x rn �o °- N � .s o ' o , .' -IOLC 220` Serviceberry Court ' Stephens City, VA 22655: Oackb'uM 'Property Rezoning File Name : apple valley - shady elm Frederick Co; VA Site Code :00,002222 Start Date :1/20/2015 Page No :3 i Apple Valley Road Shady Elm Road Apple Valley Road From North From East From =South . From West Sta[f Time Left Thru u Right: Left Thru Right APP rya Left Thru RIOht App. Total I Left Thru Right App. Tote) Int. Total 04:45 PM 0 0 0 0 17 17 0 34' 3 0 21 24: 0 26 5' 31 89 05:OO,PM 0 0 0 0 91 41 0 K 15 0 -4 111 0 20 3 23 186 05`..15`PM 0 0 0 0 7 25 0 32 7 0 33 40 0 13 1 14 86 05f30 PM 0 0, 0 6 11 18 0 29 7 0 22 29 0 17 0 17 75 Total Volume 0 0 0 0 46 101 0 147 32 0 172 204 0 76 9 85 436 % App. Total 0 0' 0 31.3 68.7 0 15:7 0 84.3 0 89.4 10.6 PHF .000 .000 :000 .000 .676 .616 .000 .707 .533 .000 .448 .459 1 ,000 .731 .450 .685 1 .586 .Out In Total C] 0 �0� 0 0 0 Right Thru Left 4J L► Peak Hour Data 0,N Q CU �� North T.c�".'j �' < Peak Hour Begins at 04:45 PM, Unshifted o 5� Bank 1 = =A o a O Bank 2. rn Left Thru Right 32 0 172 55 204 259 Out In Total 'Shady Flrn Rnad' • i ; ;Peak.Hour Analysis;From 12;00 P P„Mdo 05:45,PM - Peakl of'1 Peak.Hour for Entire Intersection Begins, at 04:45 PM i P u Right: Left Thru Right APP rya Left Thru RIOht App. Total I Left Thru Right App. Tote) Int. Total 04:45 PM 0 0 0 0 17 17 0 34' 3 0 21 24: 0 26 5' 31 89 05:OO,PM 0 0 0 0 91 41 0 K 15 0 -4 111 0 20 3 23 186 05`..15`PM 0 0 0 0 7 25 0 32 7 0 33 40 0 13 1 14 86 05f30 PM 0 0, 0 6 11 18 0 29 7 0 22 29 0 17 0 17 75 Total Volume 0 0 0 0 46 101 0 147 32 0 172 204 0 76 9 85 436 % App. Total 0 0' 0 31.3 68.7 0 15:7 0 84.3 0 89.4 10.6 PHF .000 .000 :000 .000 .676 .616 .000 .707 .533 .000 .448 .459 1 ,000 .731 .450 .685 1 .586 .Out In Total C] 0 �0� 0 0 0 Right Thru Left 4J L► Peak Hour Data 0,N Q CU �� North T.c�".'j �' < Peak Hour Begins at 04:45 PM, Unshifted o 5� Bank 1 = =A o a O Bank 2. rn Left Thru Right 32 0 172 55 204 259 Out In Total 'Shady Flrn Rnad' • Int. Total 04:45 PM 0 0 0 0 17 17 0 34' 3 0 21 24: 0 26 5' 31 89 05:OO,PM 0 0 0 0 91 41 0 K 15 0 -4 111 0 20 3 23 186 05`..15`PM 0 0 0 0 7 25 0 32 7 0 33 40 0 13 1 14 86 05f30 PM 0 0, 0 6 11 18 0 29 7 0 22 29 0 17 0 17 75 Total Volume 0 0 0 0 46 101 0 147 32 0 172 204 0 76 9 85 436 % App. Total 0 0' 0 31.3 68.7 0 15:7 0 84.3 0 89.4 10.6 PHF .000 .000 :000 .000 .676 .616 .000 .707 .533 .000 .448 .459 1 ,000 .731 .450 .685 1 .586 .Out In Total C] 0 �0� 0 0 0 Right Thru Left 4J L► Peak Hour Data 0,N Q CU �� North T.c�".'j �' < Peak Hour Begins at 04:45 PM, Unshifted o 5� Bank 1 = =A o a O Bank 2. rn Left Thru Right 32 0 172 55 204 259 Out In Total 'Shady Flrn Rnad' • .Out In Total C] 0 �0� 0 0 0 Right Thru Left 4J L► Peak Hour Data 0,N Q CU �� North T.c�".'j �' < Peak Hour Begins at 04:45 PM, Unshifted o 5� Bank 1 = =A o a O Bank 2. rn Left Thru Right 32 0 172 55 204 259 Out In Total 'Shady Flrn Rnad' • Left Thru Right 32 0 172 55 204 259 Out In Total 'Shady Flrn Rnad' • Synchro LOS Reports Queues 1: Routre 11; /Route:11 &.Apple Valley Rd. 3/62015 2025 Build Conditions AM Peak Hour Synchro 8 Light Report Stowe Engineering Page 1 HCM 2010:Signalized. Intersection Capacity Analysis 1: Routre 111Route 11 '& :Apple `Valley Rd 3/6120,15 1 t 1 .W T- m Movement Assigned Mvmt 7 1 '5 Mvmt "SattFI*L4 h/h A_� � viNw vcni!,i v. v v ivi v vL17 v v 2025 °.Build :Conditions:AM Peak Hour Synchro 8 Light Report Stowe Engineering Page 2 HCM' 2010 .Sfgnal_i'zed Intersection Capacity Analysis 1,:Routre 1' 1 /Route ,1'1 & Apple Valle.Y, Rd 3/61201''5 0 "ehN4 14 0.' 0 Q'Serve Time..(g_s),-S 0,:0 0.0 0.0 '8-2 0.0 .28.0 0 .'0 0.0 CycleCycle °Q,Clear,Time(gc)s_. 0�.28r0 ., 0 Pe. m LT Satflow (s_I); vehlh /In 0 0 0 1,757' 0 0. 0 0 SliareAt F� lovir(s sh) = "ve /hlln�� 0 0��;MOOsl ;0 Perm LT Eff Green'(g_p), s. 0.0 0.01 0:0 Q,0 0:0 0.0 0.0 0.0 u Perm�L`T Serve Time'(9 u) s,.� p:0,� w 0{ 0 0 0 0 0 _ ,,4.r. �.T F x iTMnar yam 'fie a v ' Perm LT 'Q Serve Time (g ps) s 0.0 0.0 0.0 0.0 0.0 0.0., . 0.9 0.0 T e to Firsf BIkeY s 00 00 00 ":0 0 x:88 0 °.r0 0 �'� Serve Time pre Blk (g fs) s 0.0 0.0 0.0 0;0 0.0 0.0 0.0 0.0 p�i� tT,isidP i,anPrPi» �,= oFhn 'ip ue�nno..- ti� =nnnon.w�,nn i i Lane 2025 Build Conditions AM Peak'Hour Stowe Engineering Synchro 8 Light Report Page 3 � s kCM 201�,O:Si'gna'fi'zod,'interse-,ction'Capabi . ty Analysis 1: Routre 1, 1, /Route ,1, 1. &' Apple Valley Rd 3/6/2015 20] MtM Delay 690. '2025 Build ConditionsAM Peak Hour Synchro 8 Light Report Stowe, Engineering Page 4 HCM 201'0 TW9'C 1: Routre 1,,'l/Route 11 & Ap.ple Valley Rd, 3/612015 -- -- -- • Twg.Wa A alysishcannot beperfotmed ontiSignalized >Jntersection ;, �,.M F • 2025 Build Conditions AM Peak Hour Synchro 8 Light Report Stowe Engineering Page 5 Mvmt Flow 141 34 11 161 533 276 _ h� _.._i . °" ' wwp"'_°"`.R. .s�w � �dzd."'.»���ttsfi»a.� HCM Control Delay, s. 16.7 0:6 0. Minor LanelMajor Mwmt .,. NEI _ NETSELn�1 a ;SWAT Sr1NR k . Capacity'(vehlh) $12- 480 - HCM ControLDelay (s) .- 9:5 - 16.7 - - HCM Lane LOS •y °- ° F � A: ' � � °, C � v ,-�: —�- � . �---�, - -�--,, 2025 Build Conditions AM Peak Hour Synchro 8 Light Report Stowe _Engine.ering, Page 6 HCM.2010, TWSC 3 Site Ent `& Apie Valley Rd /Apple., Valley Rd 3/6/2015 Intersection•'. "` ' ' k �� ". Int Delay, s /veh 4.1 _ a Movement,. SERFMWYN, ]NL, NWT,. EL' ; NER .g e �' N .' Conflicting`Peds, #Ihr 1 0 0 0 0 � � 0 0 C troy� ,�...,- ' RT'Channelized. None -None - None _ StorageLength� Veh;;m Median Storage # 0 0 0 7*, Peak Hour,Factor 8 88 88 88 X88' Hea , Vehicles /..���.�� ��.��•� �,.���,�,.� �,;.3:�,,...�..�_«3::.�. 3 ,� „�' ' ” � � , j Mvmt Flow _ 13,1 58 193 75 11 41 MAorlMA,, :.� 'J ..._w Matorl '' a, Major2- ,: N j Minor1.`� Stage 1. - - - 131' - �,a FStage2�� � �,�. - � � ;•,��� ¢ - .�r�°'= ��~,, �,�� � .. _ - # 461 � � q "�= . �fl�"� -� Critical Hdwy # 643 623 Critical Hdwy Stg 2 - - - - 5.43 - FOPWY r 2:227�� =.3 +527;�E3327 77-, , • Pot.Cap 1 'Maneuver 1448 467 916 893 Stage�2 633 HCM Control Delay, s 0 5.7 3 10.4 MCM . S.'u....,r.,s�...... Minor „LanelMatorMumt �,NELn1N,WLNINT, -SET ,,;SER - ^p.� _,... Capacity (veh /h) 719 1448 .7�,4_63- .5FFTY. 7;4 HCM Cont`roLDelay(s)' 10.4 7.9 - - HCM Lane�LOS ..:M= ;�...,.�- .,.�;... -rte ...z.�-- ..�,�= =,:�C. -tea HCM 95th'%tile Q(veh) '2025 Build Conditions AM Peak Hour Synchro 8 Light Report StoweEngineering Page 7 HCM 2010, TVVSC 6: Shady Elm br /Shady. Elm Rd & Frogale Ca awson Dr 3/6/2015 IntersectimS �� 777 -MM— X Int Delay,,, s /.veh 3.2 ��Y` #. aNC".^�s^ '.Y�m^?'�A^'ChTF^ mm'"'YM^ ^Ma�'*45��'R'Y . .r• v•� y p`'°r '. 'd S. F� .'- `7"'�5.�.b"ti�,_.. 21X." k! .4t =',.. {a1✓` 4 q `�"�.�. Movemenf" SECeASE3 T SER;} N& , WT NW.R . NEI NET 4 �..� Conflicting Peds, # /hr 0 0 0_ 0 0 0 0 0 0_ 0 0 0 Sign Conte' tool *YStopf Stop ,.Sfop rStop P F re F e Fre ��W Free . F, ree Free RT G annelized 'None None - - None None StOfA 8 Lien the a �5 " °s:°�—e °' r a. a r X200 .. p'100 :200_120 Veh in Median Storage, # - 0 - - 0 - 0 - 0 - ' Grade 'Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Wrnfflow 64 0 0 7 1 66 5 24 �1 84 61 340 • — - 1 ,v - -- t:.n,�Staget2, � � � " {� 863 tR�d�., � . ..� 730�..� :>674�„ HCM Control Delay, s 11.9 9 1.1 1:3 0., 1 1. ' - - 2025 Build Conditions AM Peak Hour Synchro 8 Light.Report Stowe Engineering Page 8 • Queues 1:: Route 1,1. &,.Apple Valley Rd 3/62015 t .l 2025 Build, Conditions PM Peak Hour Synchro 8 Light Report ,Stowe. Engineering Page 1 0 RCM,2010 Signalized Intersection Capacity Analysis 1: Route 1'1 & Apple Valley Rd 3/6/2015 LeftTurn MoyementData A Mssigne Mvm d t 7 5 1 vmt Sat Flow,.vehlh..- 6 ..._— ,La Grp Vol (y), veh /h'. 0 0 0 259 257 0 0 0 2025, Build °Conditions PM Peak Hour Synchro 8 Light Report Stowe Engineering Page .2 H.CM 2010 ,Signalized Intersection Capacity Analysis °1: Route 11 & Apple, Valley Rd 3/6/2015 E , Grp;Sat Flow�(s), vehlh /ln; �, VIF 0 Q s -0 1;t757�.'1'757 00"° 0 Q.Serve Time (g s);;s 0 0 0.0 0.0 15:7 16 0:0 0 n6.���A"I15/'�j:°dT _fit% R °y. �_.', +��..t .. YS�., . o- n n�n,n P�.��✓, }n'n� T'i �i^'.µ'}%.'�"r��f :.:S�i._�i� On:�"b':�„ .."S 0 ,'N"X^P4."^P�.:..N"r Lane Initi; Con 1 st< 2nd; 3rd- ,3rd - I erm Q. (Q3), veh /In 0.0 0.0 0.0 0.0 0.0 0.0 0;0 0.0 2025 Build'Conditions PM,Peak,,Hour Synchro 8 Light Report Stowe Engineering Page 3 I i H:CM 2010 Signalized Intersection Capacity Analysis 1: Route 11 &Apple Valley Rd- :3/6/2015 0:00 %ile Back of Q (50 %), vehlln 0.0 22.7 00- 0.0 0.0 48.9 0�0 0.0 . 1, 9 _: / °ile Stora`e Ratio RQ /° n O:QO 0:47 '000 0:00 '0:00 9 42 0 00.w. 000 Initial Q (Qb), veh 010 0.0 0.0 0.0 0.0. 0.0 0.0 .0.0 0'0;. X0`;0 00 00 ;00 345 ,� Fir al (Resideal) Q (Qe);�Y�eh: , W F_ __ X00 �. I., ... Sat belay (d s)', s /veh 0:0 0;0 0.0 0.0 0.0 0:0 0.0 0.0 - Sat'Q (Qs)�, OS0 : 0:0 0:0 0 0 0 0 ' w0 0 0 0 0 0" ,veh Sat,Cap (cs),�veh /h 0 0 0 0 0 0 0 0 Initi la Clear Time tc 0 0 0 Oz0 ` ':_Ofd '0 6-37--W---6- • 2025 Build Conditions PM Peak .'Hour Synchro 8 Light Report Stowe Engineering Page 4 t HCM 2010 TWSC. .1:. Route 11 &; Apple Valley, Rd. 3/6/2015 tTwo�Way;A "nalysis cannot be#pe�,rformed o Signalized; lntersectioq , �.�. ` �� m °��..�;�����. �, , 2025 Build:Conditions PM,Peak'Hour Synch�o 8 Light Report Stowe Engineering Page 5 HCM 26:10 Twsc 2': Shady Elm Rd &.Apple; Valley Rd 3/6/2015. Int Delay, .s /veh 3.2 �.^:� �° a � �, . 1.,.� $ x �---,- �Y� - •^�- -3 � c, .fit ;�� �A`, x �pr,:� ,. � , • a r. -�— a �r � h, "�7 2025 Build Conditions'PM Peak Hour Synchro 8.Light Report Stowe. Engineering Page 6' i r i 1 t ���.,ak.Xc_=- .�a:.�3�� S ° ._ �_ y.. ��, u..✓ s:: G;:: a`_." _L<'..:.�.,.,.',.�,_...,w...'�' '�- .. -s�`. ?,y�.. '+ �;.:� �_.< ��`. r,._«...� b � �' , s 2t uild'Conditions PM Peak Hour Synchro 8 Light Report Stowe Engineering Page 7 w `- 2025 B: u, id_ _ C_ onditions' PM Peak H 'o_u r Synchrq 8 Ligtit; Report Stowe Engineering Page 8 HCM 2010 TWSC 6;118h6dy EI -,Rd ''& Frogale. Cf/Daws�on Dr 3is�2o;1`5. Intersection Bill NEWIMMEMMERM j Int Delay, slveh 41.2 Movement SEL SEAT SER NWE_ NWT NW�R. NEl NEST NER V 0 WS W- 9SWT SWf' Vol ueh/t% y341 0 19� 3 0 772 {�. 0 ; . 2 X22 ° 59 Conflicting,peds, # /hr 0+ 0 0 0 0 .0. 0 0 0 0 0 0 Sign Control . Stop Stop Stops Stop „Stop'° Stop a, e FreeFee MI Free71 e Flee: ` f RT "Ctiannelized - -None - Norie -None None �- Veh in:Median Storage; # -- 0 = -. 0 - Q - 0� as G % = 0` - 0. - 0 , , 0` Peak Hour Factor 88 88 88. 88 88 88' 88 88 88 88' 88 88'; . �, Mumt Flow 388' 0 22 3 0 88 0 48 0 23 25' 6T Major /Mtno.. Minot2 Minor1 NlaJor1 Mator2 CgnflictingtFlow All 161118 25.•.129 11F8 48� X25' 0, , 0,., - 4'8 0;.0 Staged w `- 2025 B: u, id_ _ C_ onditions' PM Peak H 'o_u r Synchrq 8 Ligtit; Report Stowe Engineering Page 8 :r f i 4. y .2031 Design Year'Cond_ itions;;AM Peak Hour Synchro,8 Light Report Stowe Engineering Page I ' �� "_ W. s_ .�� .,, f�..�� :� ^.� Yom`- ��:x _ ��• ����J ;,., ���9h M�vemgpt,[�ata 'i Mvm Asst nedMvmt ; Mvrnt Sat, Flow, w.eh /h. ` 3597. 0 3597 RightTurn Movement ®ata t' Assgned,Mvmt 12 14, ' 16 �, Mvmt;Sat Flow,,vehlh m .y 0 �" 2760. ° {" X1568 RT '' } {_eft LanevGrou rl3ata . Lane Assignment (P- -rot) 0��i .W VMEAV Gip Vol'(u,),;weh /h 0 { � 0 0 105" 631 0 Q 0 � 1 203. Design`Year. Conditions AM Peak Hour Synchro 8light'.Report Stowe Eh' gip Page:2 HCM 201£0 Signalized, Inferseetion .Capacity Analysis 1: Routre 11. /Route 11 &,Apple Valley Rd;, 3/6120:15 i. S.ynchro 8'Light ;Report. Page3 2031 Design Year Conditions, AM,Peak'Hour Synchro 8 Lghf Report Stowe Engineering Page 4 RCM 2010 Sigh -'I'- & Intersection Capacity Analysis 1: ,Routre 11JR66fe:11 &,A le Valley Rd pp 3/W2615 li a Back of Q�Factor (fB%) � sa 0 00 100 000 1' 00 Q�00, 100 0�00 000 %ile Back of, Q,(50 %) vehiln� 0.0 2.2 00 0 0 0x0 2.0 0:0 0.0 %ale to ge,R RQ / ` 0 �Q X0:05 OQO 000 .0:00 Initial,Q (Qb)' veh "" 0 0 0 0 0:0 ' 0 0 0 0 0,0 0.0 0.0 sk 00 00 Aim, Final (Residal)(,Qe� 0 0 000 0:0' m ;00 ; ,. ; n :.' P S' (Delay,.(ds) s /veh 0:0 0 0 0.0 0 0 0.0 0.0 0 0 0.0 Sato Qs , veh OaQ 0.0 00 0�0 00 0�0 0�0 (� " ate. Sat"''Cap,(cs)' , veh1h 0 0 0 0 0 0, 0 0 (n aI�Q -Flear Time a(fc) h.., 0;0, O:Q N `0.0 0;0 0.0 0 0 . , p'p Oio E �" Ri` ht Lane Grou Data Assignetl Mvmt 0' 12 a Lane Assignment ' _ R' R ,- 2031 Design Year Conditions, AM,Peak'Hour Synchro 8 Lghf Report Stowe Engineering Page 4 .-H-CM 2010 TWS:C 1 ._ . utre 11 %Route 1r1 &Apple Valley Rd 3/6/2'6,'f5; Two WayAnalysis cann�otbe performed ontSignalizedlntersection.. k I ; e 1 ' ' e i n k 1 I, o 1 2031 Design'Year;Conditions .AM Peak Hour Sync4ro,8'Light`Report Stowe,Engineering, Page 5. f. r } I ,. ` 4 { i .F . � 2031 DesignYear C gnditions, AM Peak Houe Synch' ro 8 Light Report Stowe Erigiheering Page 7 4 _ a n_ IF� � ... In�erSectio�aSurnmar�y 2031.Design Year °Condit ons.PM Peak Hour Synchn 8, light Report Stowe Engineering Page 1 f i, FdCM 201.Q Signalized Intersection Capacity Analysis 1F, Route 11' ''& Apple Valley Rd Ai205 1 l 2031 Design Year.Contlitions PM;Peak Hour S,ynchrok8 Light Report Stowe Engineering Page 2 HCM 2010,,S'i'gn-*a'Iiz6d InfOsobtion Capacity Analysis 31612015; 2031 DesignYea-r Conditions PM Peak Hour byncnro 8 LightlKppprt. ,Stbwe'Emineehng, Page 3 H.04 201b Signalized Intersection Capacity An'alysi's 1: RQute.11, , &, Apple Valley Rd 3/6/2015 is %ile'B fk oca Q Factor (f B %)' 0 00� 1 00 0�00� 1 #00< 0 01 0 0 00 �.z:.� %ile Back of Q (rM), veh /In X0.0 3.8 0:0 0.0 0.0 7.4 0,0 0.0 9. a k x°0.00 r Os08000� X0:00 °�M0t00 ' "0 22 %ileStora etiRatio,(RQ %) . �� - ' Initial :Q (Q6), veh 0.0 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final$ Residual Q «' Qe "veh `; � 0 =0 0 0 C io 0 . v..,. .(�)..cuam(� t_w ,....c_: l �..._._z._:x::::c«. -71-0 -YII .,. ,uz..�.+.�...�- :,3..�.......� Sat Delay (ds), s /veh 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 Sat `Q;(Qs) yeh r u 0 0�0 0°OO 0 000 07 L Sat Cap (cs), ve: h /h 0 0 0 0 0 0 0 0 R, W x ti_ Q Assi ned Mvmt� 0" Y Lane,Assignment R R Grp Vol (v),;.yeh /h 0 0 0 1059 0 112 0_ 0 GrpM-- SatFlow s uefilh %Ind 2 0 138015fi800 x Q'Serve Time (g s), s `0.0 0.0 0.0 20.0 0.0 3.4 0.0 0.0 C.ycle,Q'Clear�Time (g_c) s °, X 0 0 0 0 ; :0 0 2.0 0, 0 0 717 3 4; 0 0 FI 0 0 �-f _'- �, Prot RTSat;.Flow(s_R), veh /hlln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, PoR Ef76 '- Tr'r? 57- - ;Prop RT Outside;, Lane (P_R) 0A 00 :0.00 1.00 0.`00 1:00. 0 0.00 LanegGrp 0 i .. .�: x ....+.+.:a .-,-' ;'�'° *�.....ar�.. i , ..._•__- -°«., w. a�.•. aw.. ,r:_cw-- a.�.,.�.Y.�.ns:s._. =,�' V/C Ratio (X) '0.00 0.00 0.00. 1:22 0.00 0 24 0 00 HO Avail Cap (c:-a) veh /111- x ;0` � 0 � U 0 f 866 , 4 p � L,--w492 �.> 0 . Or�V x#,,.k.-�.vm..,s. < #. ,.a.. -=;<z • ..::. c-..:.:,`. am.,... 3«: .,...�,..:.......,`�.,s...�, `.',- .a...:m...r �am....,:..' U st Filter - - 0.00 1 00 0 00 0,00 ream •Uhiform,D d1; lveh, r 0 00 00 21:f9 00 168 00 00 p n P Incr Delay (d2), s /veh 0:0 0:0 0.0 110.7 0.0 0,3 0.0 0.0 I ua Q D lay (d3); sl/veh._ RUN 0 Control. Delay (d);;s /veh 0.0 00 0.0 132:6 0.0 17.1 0.0 0.0 1 stgTerm Q (.Q1) vehl ln FU, ":T „ .'"O.. t0 " F"_ 0 ^0 ''"`' 0 t0 -• 12 8 0 OF S" r OE M`5 2nd- Term;Q'(02), veh /In 0:0 0.0 0.0 13.3 0.0 0.0 0.0 0.0 "Tr"s`.....'...:,.°."':.= v"3'_`,s, r'�' y ar ,,, a--,: 5"'+t :_`-" "°..""""n`,,.,`�,^a °,NS,^..3-- -q d Term Q_ (Q3);ueh /ln v ,0:0 0 0 X0;0 0 0 , 0 0 .. .0 0 0 0 %ile Back of0 Factor#_B %) .0.00 1,.60 0.00 1.00 0.00 1.00 0.00 %le. ack of.Q,(50 %o °)'veh ,"`� ��0 %ile. Storage, Ratio (RQ %) 0.00, ON, 0.00 O 54 0.00 0.20 0.00 0.00 Knit a Q (Qb) veh 0 0 : 0 00 00 0 0 0_ q0 0 .mac.. -ae_ _.�.._:_... Final (Residual):Q (Qe), veh 00 0:0 '0.0 48.3 0'0 0:0 0:0 0.0 -v aur.- <..�..h. _.. „�..,c........ ,..Y� _-F ;A• ..�ss _.xi.T.s..' �.;v .�.i�... «i�..l ::dam, � .s Sat Q(Qs),veh _ 00 00 0.0 00 00 00 00 00 SatwCap (es)r veh /h.....��:�'��.. Initial Q Clear'Tirno (tc) 4, 0.0 0:0 0.0, 0.3 0.0 0:0 0.0 0.0 Intersection _ HCM 2010 Ctrl Delay 56.9 HOW2010410 S� i 2031 Desi' 9 n,YearConditions PM Peak,Hour Synchro.8 Light Report Stowe Engineering Page 4 ,HCM 2010 TWSC Route 1.1 & Apple Valley Rd 3/6/2015 UT) uoF.W.., Ac.:��..� ys- car«np rs: d ctvoc.niadnere on S� � i! I 2031 Design Year Conditions PM Peak Hour Synchro 8 Light Report. Stowe Engineering, Page 5 HC Control, Delay, s 72 0.5 0 a la, �I.^�'��s Capacity;(,vefifh) 1424 - 358, T�""��t"'}T�^ �.Sg.,y,- r--.r "'i+r`i"•'- . - ±,^n'+ -rv-. '4 � '.'�:_' yx'.. '"�'... ,'"+T� � -nom..- -�' �.`TY 'T "' 1 HCM Control Delay (s) 7.7 72 H_CM Lane LOS -. : A ,F; HCM 95th %otile Q(veh), 0.1 - ° 10.4. - - t 2031 DesirYear-Conditions PM Peak Hour' Synchro 8 Light°Report, Stowe.Engineering Page 6 HCM 2010 .TWSC 3 Site E`nt...& Apple,Valley Rd 3/6120,15 �APProaeh. .:�: � _.e �.•. .� � � SE_ � � NWT . Ftt ENE. �.x,., �w� � �: �_ .�..':�.r�4�� A HCM Control Delay, s. 0 1.3 10,8'. . ��s? �.. • 2031 Design YearConditions PM Peak Hour S nchro 8 Light Report Stowe Engineering Page 7 i Approach SE t . NNW r: • ,NE s SW ; HCM Control Delay ' s 114A 8' 9 0 1.5 HCM.�......:„ ,z •.•- „ -�^ _ - „• '-T^z' - ;'�w”" "`r - -i'"°, "�,'° ,r-� ate". -°— � -m r.- _.- ._»_,T7 a 77--,'77 .,- •p-.•-at f LOS • � — e- .� �, B ���� __: � ���•�...�A �.�wr.�,�.�.,�.;�..�__.���_.�` � �r �...�..�,.._._• �:° �:_:_ I 2031 DesigrrYear Conditions PM Peak Hour. Synchro 8:Light.Report Stowe Engineering Page t InterseotionSummary - i 201.5 Existing Conditions AM Peak Hour Synchro 8 Light Report Stowe Engineering Page 1 t it • 201;5' Existing Conditions AM Peak Hour- Synchro 8 Light Report Stowe Engineering Page 2 1 i 1st TermQ�1) ve'lln �? w ' 2ntl, =rm�Q (Q2) vehl�n � .3rd =Term Q (.Q3) veh %In: i 201,5' Exis , tin - g Conditions.AM Peak +Hour Stowe Enieering i Synchro,8 Light Report Page 3 HCM 2040 S- ignalized ,1h Orsection Capacity Analysis 1. Route 11. ° &,.Apple. Willey Rd 3l612015 Grp SattFlow(s)d veh /hlln` 0 0. 0 1757" " a 0 1757,. 0 0 Q.ServeTime(g =s),s'' 0' 0: 00 00 1z8 00, 55' 00. 00 Perm LT Sat' Flow (s_I) vehl'hAn ' u & .0 0 1757 0. 0 ,0 0 Shared LTSat "Flow s sh�V h hlln .4p 0 0 .0 "' 0 " 0.` 00" . X' _ Perm LT Eff:Greeri -(g p), s" 0 0� O;Q 0:0 0 0 ;0 0 0 0 0.0 0.0 Perm LTnSe Perm 1st TermQ�1) ve'lln �? w ' 2ntl, =rm�Q (Q2) vehl�n � .3rd =Term Q (.Q3) veh %In: i 201,5' Exis , tin - g Conditions.AM Peak +Hour Stowe Enieering i Synchro,8 Light Report Page 3 ROM 2010 Signalized Irtersecfion Capacity An °alysis 1: Route 11 &;Apple Vallev Rd: 31612015 20.15 Existing- Conditions AM Peak, Hour Synchro,8 Light Report Stowe Engineerino. �� Page 4 i 20;15_ Existing Condiiions AM Peak Hour Synchro 81ight Report Stowe Engineering Page;S r .1110 • HCM 20,40. TWS.0 2 --.!Sh a e !Shady Elm Rd j�p0e.,V, R y'! Rd 31612015 2015' Existing' ConditionsAM Peak' Hod Synchro 8. Light Repoft. Stowe Engineering Page 6 .••.--- -�»r -- ie Free RT Channelized None None - None Storag gth r , , f .: A 115400M —~ - •.; G .r :'.3A?' w- �+hw`ee- _...G�'�a- "- 4 =..*•.= :-- �...iZR -v^Vu}^+.+�..�e._.K�_.....'�.. �.. �w' �k.- w...+.F.....'�6a2,.�,... -+�`i- �.+...._.+wduao` .:.... •_�` - .1L V.f�f _:_ £_ i. L..:.. AL- u.�.e...:r.....1:.�....;.»..�.1 Veli in Metlian Storage # 0 =....F 0 0 Grad. --Y�- e p�o� � -n- � �-- � 0 — �,� -�-• 0 t fir; o-- �--- -. � 0 -.; ����-- --�- -� -- �- -v-� -� - --�- -� HCM Lane T/ C ` Rati 0 002 : � �88 Peak Hour Factor 88 88 , 88 88 88 '�"9S. ✓ 'aE. `�",FA."''.�.°`rv3: T° ". as"'TU'3" „�. K�.A 4- �. _'._.'*"', .."^j-CTE. �1 Mvmt Flow 117 5 3 67 0 yy 2015 Existing Conditions AM Peak Hour 8 Light Report NlinorsLane /MatorMvmt NELn1 NWLNWT�.a ,SET. S,ER Capacity`(vehlh) 932 1465 HCM Lane T/ C ` Rati 0 002 : _ HCM Control .,Delay (s) 8 9 7 5 HCM, 95th %otile'Q(veh) 0 00 - i Synchro 2015 Existing Conditions AM Peak Hour 8 Light Report Stowe Engineering Page 7 H.GM 2010'T1NSC. 6 ,,Shad.y Efm Rd r _Frogale, Ct%Dawson Qr' 3/512015 f Intersection 14,'Delay;,slueh'' 4.4 iP Mevement SE1. SEAT S1NTS „WR Sol;Aveh`/ 4 -0. 0 5 1 52 4.. 19 1 �', � 48 4'4� i CO 0 _0:”' 0; 0 0 0 01 0 0 0 10 0 Sign Cont I Stop Stop r Stop w ,Stop :Stop Stop FreeF`ree" Free ", +Free = Free e RT Channelzed, „ .. = None. - - :None - None - = None i Storage L ngth - - - _ ;20Q 100200 X120 Gratle 316/2015 i 20.15 Existing Conditions PM,Peak.Hour. Synchro,8 Light Report. Stowe, Engineering Page 1 i 1 ,�:;. Grp Vol (v)n veh 0 0 0 1,32 143 0 0' 0 • 20:15 Existing�Conditions PM Peak, Hour SynchraLight Report Stowe Engineering Page 2 4 Aft i WT Existing Conditions PM Peak, Hour Stowe Engijneering HCM 2010 Signalized Intersection Capacity Analysis 1 Route 11 &_:Apple: - v alley Rd; 3161201.5 Synchro 8 Light Report Page 3 J A , 4 yi . I 201;5 Existing Conditigns,P.M Peak Hour Synchro 8 Light Report 'Stowe Engineering Page /4' HCM 2010 TWSC 1 Route 11 & Apple Valley Rd: 3/6/2015 • Two ,o�Way A Isis °cannot beerformed on�Si` nalized =lntersection`��� ` ��� � =��s � °� -� °� � � � � � ° ^ « • 2015 Existing Conditions PM "Peak'Hour Synchro 8 Light Report. °St6we'Engineering Page .5 HCM 2,010 TWSC Shady Elm Rd, & Apple Valley 'Rd. 3/672015' rnfe7qe SM1,30% W Int Delay,-s/veh: 2.2 ,HCM Control klTn 2015 Existing Conditions PM Peak Hour Synchro,8 Light Report Stowe Engineering Page 6 H'CM 2010 T*8t. 3. Site Ent-A'Apple Volley Rd 316/20,15 Int Delay, s/yeh 7 1490 R9K 0 0 0 JRV 2015 Ekisting .0-onclitions PM Peak, Hour Synchro, 8 Light Report Stowe Engineering Page 7 , '� "•: __ -,. ,.. :ter ._�s.,., .. .. _.. ;,, ,_.. .,.a . �.`z.= ....'..a�.._..�. :�..s.:�.::ax� _ .a. =En_ _ _ T .� -' ._.,- .:d Conflicting.Peds,.; # /hr 0 0 0 0 0 0 0 0 0 0 0 0 Sig Cont old ; : r Stop: StopkSt p Stops Stop' Stop r Free Free � Freed Frees Free 'Free .= RT Channelized w None None _ None - None ff,�" sa'� Stora egL1+e- "�nC g='?t"h 's �3 ° s ;,p..;7..^e- • -«.0 a, Wh in,-Median Storage, # - 0 - - 0 - - 0 - 0 - =a- :�a- ,2..« :RCS' u, �_�� •s._�.�...�V.�_ «�«»` "•°., -,- Peak,Hour Factor• 88 88 88 88 88 88 88 88 88 88 88 88 —_ ,- - "'i'" '- °`'f-K�- 0- e ` '"+ � »- �..T+r" , ^s=•. ,-- 4, ' s < �a r ° -3 Heavy Vehicle / ° "�_,d" . TM '3 43��; : 3p3.:�3 Y3�,� . 3 Mvmt Flow 119 0 19 3 0 78 0 43 0 20 23 8 • HCM Control Delay,,s 1'0.6 8.9 0 2.9 Capacity (veh /h) 1586 1015 781 1559 - H M' L U%A .Ratioh a S.. a 0 081 O:p1E78g 0,101 N tLl gi .. HCM Control Delay (s) 0 - 8.9 10.6 7.3 _ HCM'° Lane LOS v.�-•- �:g A�- �-- --�- -a � � A - � .B HCM 95th %tile Q(veh) 0 - 0.3 0.6 0 2015.EziMing Conditions PM. Peak Hour Synchro 8 Light Report Stowe Engineering Page 8 Queues 1: Rou'te.11 & Apple Valley Rd 316/2015 > > t t Lane Grou " ' 7 EBL * EBR, NBL NBT 'd YSBT SBR p: u . j IntersecfionISummary . ' �. _ .�_. _ _.. 2025 No- Build Uriditions:AMPeak Hour Synchro:8 Light Report Stowe Engineering Page 1 i HCM 201'0:Signalized Intersection Capacity Analysis & 1': Route 11: Apple Valley 'Rd 3/6/2015 t 1 1: F Lett�Turn Movement Data , .," � , r 47E,37- 7 1 T s.. � . Assigned Mvmt _ 7 1 5 _ M m Sat Flow vehlh" �_ ._ $__ 2025 °No =Bu ild.Conditibns.AMPeak Hour Sy Light Li ht Report Stowe Engineering Page 2 HCM 201'0."Signalized In'tets-edtim Capacity Analysis I! Route 11 &Apple Valley. Rd 3/612015 -0 -776- 1,,-, 17,1 '175�,, qSat Flow e h/Inl- 0 L 0 Serve Time (b-s), s 0 so 0.0 0.0 1.9 0.0 .5.7 6.0 0.0 I U.Y I i*41 i m6"1f(J ±0 Perm LT gat Flow (s-l), veh/h/In 0 0 0 1757 0 0 0 0 'K_ 'IF v' 'v, '4 KCa �'e , UT�'g CR 16 w 4jt Perm LT Eff,Green (g _p), 5 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �O Perm LT Q Serve Time (g,, ps),,fs 0.0. M 0.0 0.0 Oil) 0.0 0.0 0.0 0 7 -7 0!�hgd,.toFiirst-BIk.,,(jj -1 FaT, =-,r f F,� _j j bfO S6rVe Time Ore.,Blk (g fs), s RO 0!0 0.0 010 0.0 0:0. 0.0 0.0 Rl _71 r&p__1'_T,71 hsi_ddjLa_h_6,'(PL Lane, Grp Cap (c), Veh/h 0 0 0 189 0- 437 0 0 5 , "'A 0 J 5TA 0 00 ,,'- 00'00 01 AL I Av'il,Cap a 0 0 0 a - (t- ), veh/h, 616 0 731 0 0 Uniform Delay (d1), s/veh 0;0 0.0 0.0 T11411 1 9.0 F0 .0 T 15.0 . U - _ 111.`W 0.0 n=re �r j2 1 eL � 670 W" 7 76 TF 0 0 a Initial Q Delay (d3), s /velh 0:0- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control _,'e'Ca �s e-h"U7, 1 s_ 'v r h 0.07 ' '61 (.02)A n,%,'',' "' - -1 - - 0._Q__�'. 11 1" 11 _1WE" 2 n - rm'8�0 0.0 0.0 0.0, U '0.0 010 71-6 V_-� r� __ T Term 3), veh/In .0.0 U 0 Y,, 1.0 0.0 29 0.0 0.0 <` 1 0 'M '0 0 0.0 0.0 0.0. 0;0 0.0 7 "VW 2L U 0.0 0:0 0.0 0.0 '-00 V0,; '__ , " � 11 -;" �_U - 0 0 0 0 0 "n- Avail Initial Q Delay (0)., s/veh . abs O"g, d 1 St -Term 0 (Q1.), Vleh/In Tn'j-_T4tRr(57 3rd-Term,Q (03)i v6h/In `2025 No- Build Conditions Am, Peak Hour - Stowe Engineering 0 332 0. 0 0 EE _1 0 0.0 0.0 Oso -r-7.5 PE. 0 460 D 0 0 M 3.8 0.0 0.0 0.0 0.0 0.0 0.0 M 0.0 171�111-71-- _j Synchro 8 Lighf Report Page 3 .HCM 2010- Signalized'Interse,ction Capacity Analysis 1.:' Route 11 & Apple Valley Rd 3/6/2015 Lanes in urp ,, Grp Vol (.v) veh /h, 0 0 0 1,09 122 0 0 0 _ �7.�, Grp Flow,(s) vehlh /ln 0 0 0 1568 156 0. Serve, Time. (g` s), s 0 .'0 0`0 0,0 3 0 � 2.9 0:0 �0.0 0.0^ �� - - -- Cyc ear,Time Prot kT Sat' Flow (s =R), vehlhlln 0.0 0:0 0.0 0:0 0.0 0.0, 0:0 0.0 Prot ° °RT'Eff Greenj(g R) s' a 0:0 0'0 0:0, 0`0 0 0 0 0 0 0, 0 xy,. ... ° Prop'RT Qutside: ane (P_R) 0.00, 0.00 0.00 1.00 1.00' 0.00 400 0:00 L'a e Grp Cap (c) �e , . � 0� hlh 91 '0- 169y T VIC Ratio (X) 0.00 0:00 0.00 0:65 0.31 0.00 0 00 0.00 Cac a` veti)h 0 0 0 549 7550, 5' 1.00 " �,��,;' Upstream Filter (I) 0.00 0:00 0.00 1.00 1.00 0.00 0.00 0.00 _ Uniform Ds /veh , '� 0 00 sOOx t ¢ :140,. 0 0 FO 0� �0 0- Incr;Delay (d2) slveh 0.0 0.0 0.0 4.1 '0.5 0.0 0.0 0.0 --s" �.>"y'" ��. �c- IrntialUQ Delay (d3)slveh;;, �0 Q.,O 0OrO X0:0 0 0� 0 0 0 000 m)a Control Delay (d) s /veh '0.0 0.0 0.0 23.6 14.4 0 0 0.0 0.0 r'-- 'r^*"."� r" t e yr °a �' e*5°''„" o-1 st,Term c1..(Q1 veh /ln ,� x O:O.r k 0 0: _ -V 0 2nd -Term, Q (Q2), veh /In 0.0 0,0, 0.0 0:2 0.0 0:0 OA 0.0� ' 3rd• -Term Q`(Q3) veh /ln, �s `�. _ 0.0`� 00' ,�[ 00� 0 Os � �.'0 000 r�", 0 0� 0 0,�:�� _ %ile Back of Q Factor (f B %), D.00 1:00 0.00 1 00 1.00 0.00 0.00 0.00 i % °ile�Storage,Ratio (RQ %) 0.00 0;00 40:00 0.06 0.33 0:00 .0.00 0.00 �� Final (Residual)hQ (Qe) veh 0 0.0 0.0 0.0 0.0 � 0 0 0,0 0.0 SatDelay, (ds) slvefi:�* 0 0 0 0 0 °0 00 0 0 0 0 0 0 0 0 Sat Q,(Qs)', veh " z S t Cap (cs)wvehlh .e.rww,= =-."•- ..�...,.:�u = ?'- ;vi.�' _.r"..•ia..._ ,7� :....„„- ,- ,�:.5 -> a,r..d..: °k. :,. ».ew.._..::`d✓.a.,,....._. Initial Q Clear Time (tc);: Intersection Summary HCM 2010'Ctrl Delay 12.5 - �..._,. ��" .:a.G �. e�t- _•__s..r.......c�..�.......va„ _ .. a:Y.. �._.a.._Y.�_. -,r :es._ �, _fs_iw.::._i ._.......&. i�x_+_._._ s_ ,.,__:.._�'._- _.._..�...w._...- _..__ _ 2025 No -Build Conditions AM Peak_Hour Synchro 8 Light Report Stowe Engineering Page 4 HCM 201'0 'TWSC 1': Route: 11 & Apple Valley Rd 3/6/2015 TwW Analysis ' ��"---- �- ¢----- w- ------------- � -�;... -- �- .,-- - �;a--- ,-- - ,- T--- - - �,--- ;.. 2025 No- Build, Conditions AM Peak Hour Synchro•8 Light Report Stowe Engineering Page 5 H.C.M 2010 TWSC " 2 . Shady EI'm Rd, 8, Apple Valley Rd 3i6/201'5 Int Delay, s /veh -2.8 _ i ° ?� +• �x� ''.�..`�s.,........ ,.:.r�r. = .r�::� ...; ie: ?. �:.-° i^--: �°":.e`€.�'= ..w�...:e.�.,.k.... :.,�: '. �,' ." �.. ..._-..;:- w.- .:...:i'— L......._.:a..:.. �..:� _. .. a s__�.J Movement . � . ,;� $EL: f SER NEL NEST:SWT'SWR� IN 89 � 30 �aa10 9 91 Conflicting Peds, #Ihr 0 0 0 0 0 0 i Sign Contro'I Wy 1 Stop y °Stop Free Free_ £ ,� ''° s Free Free 4 RT Channelized None None None _ Storage 0,'' Length .• P .r, 0 a q -- `•= "-"-.- .xx*,- �a..i�:xss._ _.�_.u� - __.........r . s, _..._.€.,.°,�.` 'a"^*.::. ..r te -�.,,w ' tea__:_ .aa_:: ___�.F-- ,_c,...�'. �;an...,,_..: j Veh in Median Storage,# 1 0 0 w,?+. oi; v""`•- .'.- '- '- .'�.,..F` a `'" -S. "r`y.*. ',,. q„`."_'°'_g:' 4'q".' "°_x "4 - t'" ,, , 7- 88, W 0 0, Peak Hour Factor 88 88 88 88, 88 88 i'+,5;.'!�z.•+r=r- -"x+' i'.p ,",'"" �f sue., k.Pn x r",°."""'_ TF "^rf.Y_"_",- `�"F�""`q`"`'"''Y .r .fir--•--c Heavy Vehicles /o 3 3 z:: 3.,3 3 3 Mvmt Flow 101 34 11 103 249 88 Conflictmg.F.•IowAll'��" x.;�, X293,;:= rr ��293 �r.��,�336 � � �,v�,. � , "0 �'�,� � �� � Stage 1 293 ro r x r r 9. - e ;,; : �, ;,Yv: ,4a Critical Hdwy 6.43 6.23 _4.13 - - Cri al Hdw`_. 5'43 icy,; Critical Hdwy Stg 2 - - - - Fol o u Mdw _ P Y •Pot Cap 1 Maneuver 696 744 1218 Stage 2 - - - Platoon lilocked1 %F °` TWII 3 mooc air �' �z�a � �d1�� _�a� Mov Ca p =1 Maneuver 690 744 1218 - - - P Mov Ca 2 Maneuver �...wt.�.0 Sta 9 e 1: 755' - - - - - �..."'�'-_-r_ `r`..+'e -77, '.-T_" -'-'� T "s'3`." -„"�^ tt - --z,----^^Kr^ .F-•- .. .t a.� 4 r 3Z'ro ,St2g?� HCM Control Delay,, s 11.3' 0.8 0 HGM B �..._...__ _ ��- ..�..�.. _ --- _ �-- - HCM Lane L`OS KtAB 0 - 0.7 - r 2025'N07Build ConditionAM Peak Hour Synchro 8 Light Report Stowe Engineering Page 6 i i - i �i .I i HCM 'C.ontrol Delay, ,s 0 0.3 Capacity (vehlh) HCM 20107MG 3;: Site Ent &Apple Valley Rd 316/2015 HC M Lane U/C Rafio 0 0_0,120 HGM Contrgl,Delay.(s) 8.9 7.5 Intersection, _ HCM 95th °/stile Q(veh) 0 0 Int Delay, s%veh 0.2 �4.1..•�..+= -...— s if 3b h .:f' 4S 1 Y' `K... de'"@' � k �,t I Movement ,,: SE4T 'SER NW L' N1M k NEL NER Uol, .veh /hi Conflicting Peds, #Ihr 0 0 00 0 0 Sign Contr RT Ghannelized - ,None -None - None StorageLength� Veh in Median Storage; # 0 - 0 0. - Grade.. /� i i - i �i .I i HCM 'C.ontrol Delay, ,s 0 0.3 Capacity (vehlh) 916 1448 HC M Lane U/C Rafio 0 0_0,120 HGM Contrgl,Delay.(s) 8.9 7.5 HCM Lane`LOS _ HCM 95th °/stile Q(veh) 0 0 _.�_ - - - 2025 No- B.uild;Conditions AM Peak,Hour Synchro 8 Light Report Stowe Engineefing I Page 7 6 HCM 201 G TWS'C' &.-Shady Elm, Rd, & frogale Ct/Dawson,C;r 3/6/2015 Intersection IntDelay, s /veh, 4;4 Conflicting Peds, #,/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign> Control �x`Stogr Stop ,Stop ;" ,.Stop Stop�¢Stop, Free*: Free , . Free Free ,Fee RT Channelized ,Free None -None 'one None r �-- L " Sto - ge�L•ength �0 Veh n..Median Storage, # - 0 - - 0 aGGrade % +fv:-ax!d�.arm."a 0 ..., ..0 Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Mvmt Flow 5 0 0 7 1 66 5 24 1 84 61 56 HCM Control, Delay, s 11 -2 . 9 1.1 3.1 —' - °.x�f,J 7+ i 2025 No -Build Conditions,AM Peak Hour Synchro 8 Light Report „ Stowe Engineering Page 8 Queues 1 Route 1.1 & Apple Valley Rd 316/20:15 t j Lane Group Flow (vph) 148 - 428 161_ 701 839 89 vlc =Ratio r Cont'roI Delay Queue,Delay�. • 2025 No- Build. Conditions PM Peak Hour Synchro 8 Light Report Stowe Engineering Page 1 ti I • HCM 2010 Signalized Intersection Capacity Analysis 1; Route l'I & 'Valley Rd 3/612015 y LleffQ urn M Re Re V Assigned Mvmt 7 5 l' ',7 • 2025 NomBuild Conditions PM Peak Hour Synchro 8 Light Report Stowe Engineering Page 2 ned Wnf 12 14 ' HCM 2010 Signalized Intersection Capacity Analysis 1,-Route 1I &,Apple Valley, Rd 3/6120 ,15 Grp Sat Flo (s)vehlh /�; q,._ �Of, 1757A �5s 0 " "r.. 0 .X,O ::w 3W a Q' Serve Time (g_s), & 0.0 0.0 0.0 7.5 9.0 0.0 0.0 J . 0.0 I CKFI67QrQ 67Q- 'mac!i :- l� t 7th _ $ tI r V " ' T n i9 ) ..r �OQ�,0:0 ,..�, 0 0.�'s7 5 Perm LT Sat, Flow, (s_I) yehlh/ln 0 0 0 1757 0 0 0 0 Shaed LT Sat Flow {s sh) veh /h /Inman 00 .r0 �'':0 0`d 0 `"YF 0 �j Perm LT Eff"Green (9 P) s 0 0 0 0 0.0 0.0 Off 0 0 '0.0 0 0 Perm LT Serve Time;(g u) ,'s" ° F '7 0 0'� 0 0 0 0 c 1 0 0 K Perm LT Q Serve Time (g ps) s 0.0 0`0 0:0 0.0 0.0 0.,0- 0.0 0 0 777 Tito Firsf Blk (9 fl s� � �O'.E5 0 Serve Time pre Blk;(g_fs); s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop,L�T Insd"eLa e I Lane Grp Cap (c) vehlh 0 0 0 332 192 0 0 0 V o 0Oz �' 0/C Avail „Cap.(c_a), veh /hJ 0 0 0 332 227 . 0 0 0 ,pstream' Filter(I) � _ . ,0 00, 0 00 ,O:OEO 1 00 1 00 Q 00 �� X0'00;_ Uniform Delay(d1);:s /veh .0.0 0.0 0.0 36.2 44:0 0.0 0.0 0.0 _ .0.0 0'0 _(d2), /veh Inct Delay �M$M - Initial Q Delay (d3), slveh 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 ,C trno ol,DelaY (d) eh �as, , , 0� x O p„ � 00 00 x'00 37:1 646. x._,0000 ".� -12L - 1st-Term Q.(M), veh /In 0.0 0.0 0.0 3.7 4.4 0.0: 0.0 0.0 2nd Term j 3rd =Term Q (Q3) vehlln 0:0 0.0. 0:0 0.0 0.0 .0 .0 0.0 0.0 °/ B k';of Q Facto (f )._ 0 OOr f OXOQ 0,00 1:001 001 000 0�0 0 00 - ^ vA_ %ile Back of Q (50 %0) vehlln 0 0 0:0 0:0 3.7 5.5 0,0 0;0 0.0 .%vile Storage Ratio(RQ%); w0 00��0 OOx 20 0 000 Initial Q.(Qb), vveh 0.0` 0:0 0.0 0:0 0.0 0:0 0.0 0.0 j Fi� nal (Rn I) Q (Q veh 0 0 � 0 0 � ; OzO� 0.0 0 0 ` 0'0 0 0� -0.0, y f h w 'Mmi� ."..;xi ,rr�i..a,�_.m''.y.a_.'"�+ ,.' �....,'�.. '�^" fi�.v�._?fi�,�`. Sat, Delay (ds) slveh 0.0 0 0 0.0 0.0 0.0 0.0 0.0 q 0.0 Sa Y� 0 .� h: 9Pr n a -W"0 Sat Cap (cs), veh /h 0 0 0 0 0 0 0 0 ,yaw' ^�-'� w^ �- 'rY-sT��w"' 'T.�� a,"r� � `6 �"' Initial Q Clear Time: (tc)h 4 �0 `0 y00^ 00 00 p0 0� 0 00 Middle Lane,Group Datay M.k , Lane Assignment T T Grp, Vol (v); veh /h 0 701. 0 0 0 839 0 0 1845 � Q Serve Time (g s), s _ 0 0 19.0 0.0 0.0 0.0 40.0 0.0 � '0 0 i Lane Grp, Cap (c)`, veh /h 0 1276 0 0' 0 965 0 0 V/ (X) z -- y 0 00.. 0 55 0.00 0 00� 0.00 C -Ratio r a 0 87 J 0 00 0 00 b $.a'aaCx -,umi, .Sa. ` Avail Cap (c_a)', veh /h 0 14:48' 0 0 0 1100 0 0 _. Upstream FilteK.(I)�00 6'k�r0Q1' Uniform Delay, (d1'), s /veh. 0.0 7.7 0.0 0,0 0.0 21.0 0.0 _ 0.0 Incr Del y a2)slveh'�' 00 "�Or40 0`� 0`00 0TO:a0g0� �� ;0 0 x . Initial Q Delay (0) s /veh 0 0 0.0 0.0 0.0 0. 0;0 0.0 0'0 Confrol,Delay�(d slveh .0.01 00 6 ._ 0 00 0_'`28 A- = ___,r °j 1st Term Q (Q1) veh /In 0 0. 9.5 0.0 0.0 0 00 20.3 0 0 0.0 _ r- -""+-s,+ --� - g^r--•e � .i .r�- -- r�+^�r.z^�;; ^- - .- ^.�.�,^' °'i_""a^-- -°°tax � -°"tea �r _ ^ "°'-"X ^".w^"" �� ' 2nd- Term,Q,(Q2)-vehlln, 3rd Terris Q (Q3), Veh /In 0 :0 0':0 0.0 0:0 0.0 0;0 " 0.0 0.0 2025 No -Build Conditions PM Peak Hodr Synchro 8•1-ight Report Stowe Engineering Page 3 i i HCM 2010 Signalized Inte- rsection Capacity Analysis 1: Route 1'1 &; Apple Valley Rd 3/6/2015 i 1 f Right.Lane GroupData r ' 't `.re :3` c t ne Assignment R. R L Grj w.� v 0 1 0 p Vol (v), vehlh 0 0 0 428 0 89 0 q2 a Flows) deli' /h /ln � 0 i0 >1568 ..1,568 0 Serve Time (Q s), s 0.0 0.0 0,0 19.0 0.0 2.9 0.0 .0 067rsectiontSummary , �„ HCM 20.10 Ctrl Delav 66.4 2025.No Build Conditions PM Peak,Hour Synchro 8 Light Report' Stowe�Engineering Page 4. H'CM 201 ;Q TWSC 1: Route 11 &,App,le Valley ;Rd 3/6/2015 � T.wo Way�Analys�s cannotbe; ,performed onSignalized I�ntersect� ion,_, �- ._ � .� , ; , ��� -�� � , ���a l r.. .2025 Np -Build Conditions PM,-Peak Hour Synchro 8 Light Report Stowe Eh6ineering Page 5 untical hitivuy b.4-3 6.23 4.13 Critical Hdwy Stg .� .r Critical Hdwy Stg.2 Foll0 _O Hdw n 3 52 3327 22 7� a --w PoYCap 1 Maneuver 0822_ 876 1302 - EiZ, Sta e -Y.1 Stage 2 Plafoon blocked% -; . _ —Y_x__ . Mov :Cap- 'Maneuver 779 876 1302 _ - - . Stage 1 861 - - Sta HCM`Confrol Delay, s 10.4 1:1 0 HCM LOS -- — a- - - - -- - to . ' mt. NEL;'NET'SELn,1, ° WT y ;# MinortLane /Ma rMv S. SVIIR: ; _tea ,; w ,...• » , Capacity (veh /h) 1302 807 HCM'Lane V%C R �00522� 0972: H Control Delay (s) 7.9 - 10.4 - - r HCM Lae, }LOSS' u : HCM 95th n %tile Q(veh) i 2025; No -Build Conditions PM'Peak Hour Synchro 8!Light Report Stowe Engineering Page 6 HCM 2010 T1NSC 2: Shady :Elm Rd.,& Apple Valley Rd 3/6/2015 Intersection' �. :, M§ w his Int Delay„ s /veh 2.2 .�. � � ----.- L.�� `K R_�: C I. s �6 r$.",�..' l 4 X5'29", `: 11-LIE:", ". I I kwr fr ' .a. ._ .w. - ^^... „,N_' ♦d_�� ai_fiY NF . WT MovemenC s ; -SSW . „ „SEL,., ,r~SER,” L ;vNELEsT y` SWTSWR,' ' Conflicting Peds, #Ihr 0 _� 0 0 0 0 0 SignC „ „��Stop. :Stop Free Free }' Free Free' 7' .,. ..,.._�.._�..— .,.�_i...''`_.__J RT Channelized - None - None -None � i Veh m Median Storage # 1 0 0 __ ' �'�.rfn 0 4 .xr"''"r'✓'d�'�` -"`dY y�rg"”' r..'*"'y` "y”" ri « -_«ra° Peak Hour Factor .73 45 53 45� 68 62 j H ; Flow 116 22 6$ 427 75 182 ' ^��j �"�^ n i '' ..mot � ,u '°_'.'_.q 's :. ^r,-- ."'_.T " ". _'`"' C /✓�..R.- +1�.:.7F.+P�.g -n>3�. P =.4�4 � �S:�.aGx..i.A�n.._»: � 'M.u._s.L..l ���t ?.._w,? �n.L...v:':_- _.a._w.w�`� �'JV. •.— • —. -. -r dY { �a , j � _ - untical hitivuy b.4-3 6.23 4.13 Critical Hdwy Stg .� .r Critical Hdwy Stg.2 Foll0 _O Hdw n 3 52 3327 22 7� a --w PoYCap 1 Maneuver 0822_ 876 1302 - EiZ, Sta e -Y.1 Stage 2 Plafoon blocked% -; . _ —Y_x__ . Mov :Cap- 'Maneuver 779 876 1302 _ - - . Stage 1 861 - - Sta HCM`Confrol Delay, s 10.4 1:1 0 HCM LOS -- — a- - - - -- - to . ' mt. NEL;'NET'SELn,1, ° WT y ;# MinortLane /Ma rMv S. SVIIR: ; _tea ,; w ,...• » , Capacity (veh /h) 1302 807 HCM'Lane V%C R �00522� 0972: H Control Delay (s) 7.9 - 10.4 - - r HCM Lae, }LOSS' u : HCM 95th n %tile Q(veh) i 2025; No -Build Conditions PM'Peak Hour Synchro 8!Light Report Stowe Engineering Page 6 2025 No= Build Conditions 'PM Peak' Hour S,ynchro 8''Light Report Stowe Engineering' Page "7 r Tr, affic Volume Com: putatimons i O'. N tQ�N P .OHO . i � ' � \° p N. �1 c0 m�•N ;p 'N n'. �. m' mi o0 :O r cry �F i� d d. '' j r n: Nr �' �d O ',O N � N i o ° N: N � N � N P i�� N 'a_D- N O. 'N 1� N P to <d •- N -:. ' -. Z, E . o O O Q 2 7 m v O N O �k A r N N m M LO tD N OI ! r • r i i' O I 1- 'o .- m L N �m IO OI I N O„ N N • � '� � t0 m �. �. 'Q. O O N N' Of' .O M'. O' r O. O '' P N.� 'rn d N. m' �i°: m �V °' N o o , Ja 12' t- F i:�. t x t-' F ,J 2 2 1-- - t— 2: 'mo m, m ;m .m m zr zrSw ,w m m' - I j m m,Fm m ,m m 3 3 ;z z w w I mI m m m m m w.lw z z cn N w 'w :w .3 3 3 w w w Z 'z N .N N m N m z z' z I o 0 o. of t I Q I.Q uj fn L LvS' . N 3 Oi,. r '.Z L w O , NI O''L c_-; cv), 10 O i0. p. o O cr, jo �2 w ne w C, 6, 2�;' z_w uj J ca"M 'm co ca co w� w z z (n u) Q Lu w w Lu Lu w 3: z z z co w u) u) w u), z z z O of O I of > w 1,17 r� 1. c:i bb w 0 o. c If T, o OWN zcz E Lo 0 z c_-; cv), 10 O i0. p. o O cr, jo �2 w ne w C, 6, 2�;' z_w uj J ca"M 'm co ca co w� w z z (n u) Lu w w Lu Lu w 3: z z z co w u) u) w u), z z z O of O I of > w v w o. c If T, o zcz ■ 527 SLOPING INFORMATION Traffic Impact Study for Blackburn Rezoning March.3, 2015 Prepared for Blackburn Limited. Partnership Winchester, VA 2-2603 Prepared 4y, Stowe Engineering, R-LC. 220 Serviceberry Court Stephens City, VA 22 655 I KE a as a PRE - SCOPE- OF WORK MEETING FORM Information on the Project: Traffic Impact Analysis Base Assumptions The applicant is responsible fora entering the relevant information and submitting the form to VDOT and the locality.no less than three (3) business :days prior to the meeting. If a form is not received by this deadline, ther scope of work meeting may be postponed., i . �` �ry � gyp„ {�1 S � F kx. "$3t �td�' "' is "fi..Jn `�.. °Yaa 2 .+..'c.'.�'G+t .�,3• h '17 :$ffi+,' 1 0R � }Y. ai lln jaj 1 & b L` 1�" ,,4 '°}t "`7}. -.:h Contact Information w i"'i�.*- Cr'4i:Fi aAi' Consultant Name: Stowe Erigineering; PLC -Telex 5410:869.8676 ' E -mail: timstowe @stowecom anes.com Developer /owner Name:: Blackburn Limited Partnership Tele: 540.336:0656 °&mail: timstowe @stowecompanies.wm 1 �, �+'.. y{ 4 „y`i, a � 3^ �^.�. � ���. :�4`+ �` mf ., ha✓�: ,,w1,!"t.A� "'���� Pro, ect.Information °� ds'.Mp'k�ra w *'M” � �x ^ Y�;St ii rawaa. ;°�, "�' v»tr2p +5. ,�s w Y � t:Y � �& :-t •,gip �.. U ��� �_ 4,.".Su mn ���n� � , �`�'��'.: l�r:�,�' �'� �, S .. f2H .�, . �3' 4.P �,� wf 'a . a . ,. � �, � .,r,� =� � � b• � � � � Project Name,, Blackburn Rezoning Locality /County: Frederick Project Location: ! (Attach regional and site see,attached map ecifie location, ma omission. T e` Type Corn Plan p Rezoning g site Plan ❑ Subd Plat Project Description: (Includin 9 details on the land - - ' Rezoning of 9.1.88 acres from RA to M1,'for development of light manufacturing use; acreage, phasing, access, and warehousing. location, etc`.,Attach additional sheet. if -necessary j Proposed Use(s).: (check all that apply; attach Residential' ❑ commercial Z Mixed Use ❑ Other ❑ ,additional a es'as necessa . Residential Uses(s), 700,000 Number of Units: 2,50,000 i ITE, LU.Code(s): Other Use(s) IT LU Code(s),: see attached Commercial Uses) Trip Generation Report' ITE W Code(s).: 150 140 i Independent Variable(s): i Square Ft or Other Variable: tai Peak.. Hour Trip _ Less °than 100 `❑ 100 — 499 ❑ 500 — 999 Z 1,000 1or more ❑ .rojectloti: It is• important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can `be answered at the `scoping meeting., r I 1* ry!.1 ''�*. ,, °r.�4"e �'�*'•.",�. .. %'�k'£ .m. . .� .ra34 ..� �. ir�1 � . 'J- r m7z?.N k� °� , n �., � �Y.. V�':d '_��. N, �.„ �E��`.t*?1v''m. < �' P'k'l ; pgasE � p a P, - � t .ip ck.d a a Q6^"r, � !t�;`'r:, :Study Period Existing Year: 2015- Build -out Year: 2025 Design Year: 2031 North: Apple Valley Rd (Rte '2 South: .Apple Valley Rd (Rte 652) Study Area Boundaries 65) (Attach map)` East: Valley Pk,, Rte 11 West: Extetnal Factors: Th "at� Could, Affect, Project, (Planned roadmprovements,_ otherneaft developments) Consistency With Comprehensive :Plan yes (Land'use, 'transportation;plan) Available Traffic baftaL from VDOT (Historical; "forecasts) ,Trip `Distribution ' Road.-.Name: see attached Road Name:., see attached Road Name:- Road Name: (Attach sketch °Trip 1.°25 %,to 202.0 Peak Study that Z AM Z PM ❑ SAT nnual Vehicle ,. .. 1 /o to 2025 k all ( ) ~e Y Peak Hour of the Generator weekday AM Growth' Rafe ° ° .5 /° to 2035 1.Site Entrance -and Apple Valley 6: R Rd 2.A 1pple Valley Rd and Shady Elm Study Intersections ' Rd 7. and %or Road Segments (Attach additional sheets'as 3.Apple Valley Rd and Route' -11 8. ;necessary) 4. 9. 5. 10. „ Trip Ad]u`stment Factors Internal allowance: ❑ Yes No Pass -by allowance: ❑ Yes Z No �. Reduction! % trips Reduction: % trips' Software 'Methodology Z 'Synchro ❑ HCS (v.2000 / +) ❑ aaSIDRA ❑ CORSIM ❑ Other !Traffic Signal Proposed iorg Affected (Analysis software to be used, -6 length)`' progression'sp d, e:ydle It, is important for the applicant to.provide sufficient information to county and VDOT -staff 'so ;that questions regarding geographic scope, alternate'methodology, or other issues can be..answered'at°the.scoping meeting. provement(s) ssurni d or -to be 1:1capacity improvements on Route 11. COnSidered; * .. 2. !capacity improvements on Shady Elm Rd 3.'ca acit, improvements on Apple Valley Rd. Background Traffic Studies Considered Plan 50. bmission ❑ Master. Development Plan (MDP) Generalized Development Plan (GDP) ❑ Preliminary/Sketch Plan ❑ Other Plan type (Final Site, Subd,. Plan) Additional Issues' to be Queuing analysis ❑ Actuation /Coordination ❑ Weaving analysis Addressed [:]'Merge analysis• Bike /Ped Accommodations Intersection(s) TDM. Measures ❑ Other NOTES on ASSUMPTIONS: L Access, to the site will be provided via the existing entrance onto Apple Valley Road and a connection to Dawson Drive at the property line. • SIGN_ ED: Tim, Stowe DATE: 3 ° -3 -15 Applicant or Consultant i - PRINT NAME: Tim Stowe Applicant or Consultant It is, importantfor the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology,. or other issues can be answered at the scoping meeting. ..�. , . �� +. �'` ., ,, ©` '� a` :" `�� u, � ry - °`� ''� y 4� d � � ��rs�''a , �{ y `� ..� Na. • O O N N r r M M (1) 'd) 75 75 (n N c fn a, 1 O m -,:r N c m Q ca E 3 cn (D 41 C d O. c c (D m U' U a� a� I E E O O U 0 E Y � f6 m In o m ai LL (n N Li- Q w O a (A O f0 O O LO O O O o co O O 0 Ln fn � O O 0) (NO O O (NO v v m rn o o v fT tT co O O �(7 N CV O O M O O M N. 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