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vhb-Access Alternatives 7-18-19
To: Mr. Robert McGann Director of Real Estate Colbea Enterprises, LLC 7 Starline Way, Cranston, RI 02921 From: Randall Hart, Principal Matthew Duranleau, FIT Date: July 18, 2019 Project #: 52516.06 Re: Proposed Seasons Corner Market Access Alternatives Analyses Station Avenue Yarmouth, Massachusetts ;9 Memorandum VHB has prepared this memorandum to assess several different access alternatives for the proposed Seasons Corner Market to be located at 473, 479, and a portion of 487 Station Avenue in Yarmouth, Massachusetts. The proposed Project will involve the development of a Seasons Corner Market which includes a convenience store, a coffee shop with drive-thru, and a 12-position fueling facility. A traffic impact and access study dated June 18, 2019, was prepared by VHB to assess the potential traffic impacts associated with the Project. The current site plan for the Project includes two full access unsignalized driveways along Station Avenue. The northern driveway would be located directly across from the Stop and Shop driveway on Station Avenue forming a four -legged unsignalized intersection and the southern driveway would form a three-legged unsignalized intersection with Station Avenue. Based on feedback from the community and review by the Cape Cod Commission, VHB has examined several alternative access plans for the Site. The following four alternative access plans were analyzed based on traffic operations: • Alternative 1 — Signalized Northern Driveway • Alternative 2 — Right-In/Right-Out • Alternative 3 -- North Driveway Enter Only, South Driveway Exit Only • Alternative 4 — North Driveway Shifted North and Right-In/Right-Out A summary of each alternative is provided below as well capacity analysis summaries for each alternative. Based on the results of the capacity analyses and the ideal design for safety and site access and flow, VHB recommends Alternative 4 as the optimal access alternative. Access Alternatives Alternative 1 Alternative 1 includes the installation of a traffic signal at the northern site driveway and Stop and Shop driveway intersection with Station Avenue. It was assumed that the traffic signal would be coordinated with the intersection of Station Avenue at Whites Path and that the northbound and southbound approaches on Station Avenue would consist of an exclusive left -turn lane and a shared through/right-turn lane while the eastbound and westbound driveway approaches would consist on one general purpose lane. The southern site driveway would be right-in/right- 101 Walnut Street PO Box 9151 Watertown, MA 02472-4026 \\vhb\g6hpro)\Wat-TS\52516.06 Seasons Yarmouth\dons\memos\Access Alternatives Memo —July 2019\Access Altematives Memo.do" P 617.924.1770 Ref: 52S16.06 July 18, 2019 Page 2 out only and all northbound vehicles turning left into the site would use the northern site driveway. The northern site driveway would be located directly across from the Stop and Shop driveway in this alternative. Alternative 2 Alternative 2 would make both driveways limited access by prohibiting certain movements. The northern site driveway would prohibit left -turns out of the site onto Station Avenue and the southern site driveway would be right- in/right-out only. All northbound vehicles turning left into the site would use the northern site driveway and no vehicles would be allowed to turn left out of the site onto Station Avenue from either driveway. The northern site driveway would be located directly across from the Stop and Shop driveway in this alternative. Alternative 3 Alternative 3 would have the northern site driveway one-way entering the site and the southern site driveway one-way exiting the site, thereby having all entering traffic use the northern driveway and all exiting traffic use the southern site driveway. The northern site driveway would have one receiving lane while the southern site driveway would have two departing lanes, one left -turn lane and one right -turn lane. The northern site driveway would be located directly across from the Stop and Shop driveway in this alternative. Alternative 4 Alternative 4 shifts the northern site driveway to the northeast corner of the site and would no longer intersect Station Avenue directly across from the Stop and Shop driveway. The northern site driveway would be limited access (right- in/right-out only) while the southern site driveway would be full access and would allow all turning movements. Under this scenario all northbound vehicles turning left into the site and all vehicles turning left to exit the site would use the southern site driveway. Shifting the northern site driveway to the north allows for the driveway to be located at the edge of the site and allows for a better flow of traffic within the site, as the current configuration of the northern site driveway has vehicles entering the site directly in front of the fuel pump canopy. Traffic Operations Analysis To assess quality of flow, intersection capacity analyses were conducted with respect to the four access alternatives under the 2026 Build year. Capacity analyses provide an indication of how well the roadway facilities serve the traffic demands placed upon them. Roadway operating conditions are classified by calculated levels -of -service. The evaluation criteria used to analyze area intersections and roadways in this traffic study are based on the Synchro results (percentile -delay method) for signalized intersections and 2010 Highway Capacity Manual (HCM) for unsignalized intersections. Level -of -service (LOS) is the term used to denote the different operating conditions that occur on a given roadway segment under various traffic volume loads. It is a qualitative measure that considers a number of factors including roadway geometry (i.e. two -way -left -turn lanes), speed, travel delay, freedom to maneuver, and safety. Level -of -service provides an index to operational qualities of a roadway segment or an intersection. Level -of -service designations range from A to F, with LOS A representing the best operating conditions and LOS F representing congested operating conditions. Levels -of -service analyses were conducted for the 2026 Build conditions for the site driveways during the weekday morning, weekday evening, and Saturday midday peak hours. In addition, capacity analyses for the 2019 Existing conditions, 2026 No Build Conditions, and the 2026 Build Conditions (assuming two full access driveways) were conducted for the June 18, 2019 traffic impact and access memorandum. Table 1 summarizes capacity analysis results \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\dots\memos\Access Alternatives Memo -July 2019\Acce5s Alternatives Memo.docx Ref: 52516.06 July 18, 2019 Page 3 for the 2019 Existing conditions, 2026 No Build Conditions, and the 2026 Build Conditions, while Tables 2 and 3 summarize the access alternative capacity analyses for the signalized and unsignalized study area intersections, respectively. The capacity analyses worksheets are included in the Attachments to this memorandum. Table 1 Existing, Na Build, and Build Conditions Unsignal€zed Intersection Capacity Analysis 2026 Build Conditions Location / 2019 Existing Conditions 2026 No -Build Conditions Cr.. Full -Access Driveways) Movement D' v/c a Del' LOS" 950, D v/c Del LOS 950 D v/c Del LOS 950 Mnrth Cita nrivowav at Stntinn AVPn]ia/Ctnn Rr Shnn Fia7n n4upwav Weekday Morning EB L/r/R Movement does not exist under this scenario 85 >L20 >120 F 312 WB L/T/R 40 0.62 70 F 80 40 0_35 49 L 35 40 >120 120 160 _., -.. NB L _ _ Movement does not exist under this scenario _ 10 0.09 —> 12 _F B 3 58 L 15 0.04 13 e 3 15 0.04 14 B 3 15 0.04 14 B 3 Weekday Evening EB Q7/R Movement does not exist under this scenario 70 5120 > 120 F 285 WB L/T/R 205 >1.20 >120 F 745 1 205 >1,20 >120 F 723 205 >1.20 >120 F 748 — N B L Movement does not exist under this scenario 0.01 13 B 0 SB L 40 0.09 13 B 8 1 40 0.09 14 B 8 _5 40 0.09 13 B 8 EB L/T/R Movement does not exist under this scenario 70 > 1.20 >120 F 228 WB L/T/R 155 1.09 > 120 F 233 [ 155 __.1.15 ---- >120 F 250 155 5 -->120 0.06 >120 11 F B 522 0 NB L Movement does not exist under this scenario SB L 30 0.. 12 B 5 30_._ O.Ofi 12 B 5 30 _ _ . , 0.06 12 B 5 South Site Driveway at Station Avenue Weekday Morning i EBL/T/R - Movements do not exist under this scenario — 85 110 >1.20 >120 F 190 NB L 0.14 13 13 Weekday_ Evening - EB L/T/R Movements do not exist under this scenario 65 L10 >120 F 140 55 0.15 15 C 13 NB L Saturdoy Midday .._._....- EB L/T/R _ _ Movemenfs do not exist under this scenario 70 0.57 62 F 70 55 0.10 12 B 8 N8 L a Demand, in vehicles b Volume to capacity ratio. c Average total delay, in seconds per vehicle. d Level -of -service. e 95th percentile queue, in feet. \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Access Alternatives Memo -July 2019\Access Alternatives Memo.docx Ref: 52516.06 July 18, 2019 Page 4 Table 2 Access Alternative Signalized Intersection Capacity Analysis 2026 Build Conditions - Alternative 1 Location / (Signalized Northern Driveway) Movement v/c - Del a LOS ` 50 Q d 95 Q ° _ North Site Driveway/Stop & Shop Plaza Driveway at Station Avenue (Signalized) — Weekday Morning EB L/T/R 0.64 30 C 29 88 WB L/f/R 0.22 3 A 0 0 NB L 0.50 23 C 8 65 T/R 1.03 77 E 679 #1504 _NB_ SB L 0.11 ., 4 _ .—_- A 1 m3 _ _ T/R__ - L02 41 D -98_9 m#1245 _SB _ Total 56 E Weekday Evening EB L/T/R 0.45 12 B 0 45 W8 L/T/R 0.83_ 48 D 73 161 NB L 0.41 �19 B 8 47 _ NB T/R 1.08 79 E -124.8 #1580 _- SO L 0.28 8 A — 5 m9 SB T/R 3-U 79 E -1400 m#1452 _ Total 73 E Saturday Midday EB L/T/R 0.58 23 C 2 65 WB L/T/R 0.82 53 D 42*154 NB 0.19 3 A _ _6_ 12 _ NB T/R _ 0.85 40 D 660 41037 -SB 0.15 2 A 4_ m_4 T/R _ 0.73 9 -...--- A _. 152 _.......,...._.—.--- m321 Total 26 C a Volume to capacity ratio. b Average total delay, in seconds per vehicle. c Level -of -service. d 50th percentile queue, in feet. e 95th percentile queue, in feet. - Volume exceeds capacity, queue is theoretically infinite. # 95th percentile volume exceeds capacity, queue may be !anger. m Volume for 95th percentile queue is metered by upstream signal \\vhb\gbl\proj\Wat-TS152516.06 Seasons Yarmouth\docslmemos\Access Alternatives Memo -July 2019�Access Alternatives Memo.docx Ref. SM6.06 July 18, 2019 Page 5 Table 3 Access Alternative Unsignalized Intersection Capacity Analysis 2026 Build Conditions -Alternative 3 20,16 Build Conditions -Alternative 4 2026 Build Conditions - Alternative 1 2026 Build Conditions-Altemative 2 i (North Driveway Enter Only, (North Driveway Shifted North, 1 Location / (Signalized Northern Driveway) (Right-In/Right Out') South Driveway Exit Only} South Driveway Full Access) D Vic Del Los 95 Q ; D v/c Del LOS 95 Q Dy/c Del LOS 95 Q Movement D' v/c b Del- LOS d 95 Q • Sto"nd Shop Riaza Driveway/ North Site DdveWAy At Station Avenue Weekday Morning EB L/f!R Mav fdoesmredstunderthir d'tion i EBR 85 0A5 37' Movement does not erirt under This condition I Movement does not exist under this condition .......... WB UTIR Intersection under signal control under this 40 i >L20 >120 F 185 I —r--- 40 0.30 3 40 i E i 30 '—"- 40 ; 0.37 53 F I 38J .. ---- NBL condition .......... ......_...--- '-"-'20 80 I 0.17 --'--^----°--------.. 13 B 1S 80 i Q17 i 13 i B i is Moverneetd—notrxfstunderthis—tition _ SB L_._...� . ..... ... ........_15 I 4_04 13._._....... 9 ._...._3_ 1? ;._...._004 ..._._14 9..........._3._._ 15 I 0.041. 14 ' B . 3 Wrekd Fvenin EB t/f/R __. Mom."t does natexist .-._. ..-,.._...��. 70 0.48 � under this cand€non ..,. _. _�_ .. _. ..,..,: 47 I E i 58 ; mmnentdaes nat exist under this condition Movement does notedstunderthis condition EBR WBIJf/R Intersection under signal control under thir - ._ 205 >120 —f— >120 F 7fi0 __ -" -'-- 205 i >110 >120 F 320 i 205 >1.20 >110 ' F i 528 NBL condition 60 0.15 14 B j 13 I 60 ? 0.15 14 I B 13 Movementdnateristunderthis randition_ SR 40 0.09 L3 B B ` 40 `= 0.30 ± 14 B `= 8 1�40 €€ 0.10 i 14 iI B 8 EBL/t/R Monementdoesnoterirtunder this condtlan Movr—rdoernorexhrunderthis condition MovementdcesnarexistUnder thiscondition EBR 23 C j 28 ' 70PO,06 t Intersection under signal control under this WB Vr/R 155>12t1 F € 553 155 120 >120 F 537 _ "- 1s5 111 I >120 F j 2: _ _ condition NBL 60 ll 8 60 O10 11 B r 8 { Nowement does rrotexrrlunder this condition 58L ---- - _ _.__ . .,..,. .. 30 _B 12 I� B € 5 ` 30: OX ; 13 j B l 5 30 - 0.07 [13 B 1 Left turns into the Site are restricted to the Northern Site Driveway a Demand, in vehicles h Volume to capacity ratio. c Average total delay, in seconds pervehide. d Level -of -service. e 95th percentile queue, in feet \\vhb\gbl\proJ�Wat-TS\52516.065ea5onsYarmouth\doa\memos\Access AlternafNes Memo_July 2019\Access Alternatives Memo.docx Ref. 52516.06 July 18, 2019 Page 6 Table 3 Access Alternative Unsignalized Intersection Capacity Analysis (Cont.) 1 2026 Build Conditions - Alternative 3 2026 Build Conditions - Alternative 4 2026 Build Conditions -Alternative 1 2026 Build Conditions - Alternative 2 (North Driveway Inter Only, (North Driveway Shifted North, Location / (Signalized Northern Driveway) (Right4n/Rlght Out" South Driveway Exit only) South Driveway Full Access) Movement D I Vic u Dal ° LOS d 95 0 D v/c 0.1 LOS 950 1 D We Del LOS 950 D VIC Del LOS 950 North Site Driveway.A!.Station Avenue Intersection does not exist under this lAtersection doer natexist under this Intersection does not exist under this EB R condition condition 4o I G.55 j 28 D 20 ninq . .... .... _F _mfem _LetMY . .......... .. ..... ------ Intersection does not exist under this Intersection doesnot exist under this �..dbs not exist under this ER R condition condition i condition (1 30 .22 M I I I i E 20 �Midd .Si2q� Intersection does not erirY under ibis intersection does not exist under thin Intersection does not exist under this 30 20 C 10 Ell R conditio condition condition South Site Driveway at Station Avenue. EB ('W M—t does not exist under thk 11don >1 130 20L. >120 ! F 390 Movement does not -at under this condition Movement d— not exist under this condition 1— — Ell L I ! go ass illf-1 .F 1 128 D f 20 85 1 a4g 1 42 0.41 1 45 Ell R 40 1 022 ! 1. 1. 60. L-81) 33 1 D MR I W-nentdoesnotexisfunderrhiscondWrion M—rd-.t.Wrr..der6-,.ndirins I Movenenrol-noreWunderthir-ditlah I Or) I 016 1 13 1 B i 15 Ell Vr/R $11ove—tdoes natexid under this canattion I Movement do" not exist under this coition Movement dorr not exist under thk canditin NBE _Movemenfdoer not exktunder this condition �..,,.-Marementdoes riot exkr under tfikrnndtion Moserrienrdcet not exist underdiBosrtdifbn ! 60 I 0,16 1 15 1 C 1 15 ER L/T/R Ma —ant doer not exist under this condition Mouernentdoes oat exist .un&r this coln 1 r So M—nentdoe—t-irturid-Mieanddon 110 1.07 1 �120 1 F 1 180 ER L �'. 0.62 65 F 1 83 -— M--.t does —t &I under thi. candibn NB L Mavem mtdaer not exist under this condition I M—rdoes nor exist under thk canditian 1 M.— r d not exist under this e—diri 1 65 i 01 I Left turns into the Site are restricted to the Northern Site Driveway c Average total delay, in seconds per vehicle. a Demand, in vehicles d Level -of service. b Volume to capacity ratio. e 95th percentile queue, in feet N\vhb\gbNprqj'\Wat-TS\52516.06 Seasons Yarmouth\docsNmemos%Access Alternatives Memo July 2019\Access Alternatives MeMD.docY Ref; S2516.06 July 18, 2019 Page 7 As shown in the summary tables above, under Alternative l the proposed signalized intersection would operate at LOS E during the weekday morning and evening peak hours and at LOS C during the Saturday midday peak hour. The 95th-percentile queues on Station Avenue would reach up to 1S80 feet in the northbound direction and 1460 feet in the southbound direction during the weekday evening peak hour, which would extend past the existing signalized intersections north and south of the site at Whites Path and Old Town House Road, respectively. Under Alternative 2 the northern site driveway would operate between LOS C and E with queues extending up to 60 feet and the southern site driveway would operate between LOS D and F with queues extending up to 70 feet. While operations at the site driveways are manageable under this alternative, all vehicles exiting the site would be forced to turn right and would not be able to access Station Avenue northbound. Under Alternative 3 the left -turn lane at the southern site driveway would operate at LOS F under all analysis periods while the right -turn lane at the southern site driveway would operate between LOS C and F. Queues would extend up to 130 feet at the southern site driveway. Under Alternative 4 the right-in/right-out northern site driveway would operate between LOS C and E while the full access southern site driveway would operate at LOS F under all analysis periods. Queues would extend up to 20 feet at the northern site driveway and up to 390 feet at the southern site driveway. Conclusion VHB has conducted an analysis of several different alternative access configurations at the proposed Seasons Corner Market on Station Avenue in Yarmouth, Massachusetts. As demonstrated above, signalization of the northern driveway/Stop and Shop Driveway is likely to have significant negative effect on queues along Station Avenue and therefore does not appear to be a good option for further consideration. Alternative 2 would limit movements into and out of the site (right-in/right-out) impeding potential access to the site from Station Avenue northbound, and from the site to Station Avenue northbound. This is less than ideal, and motorists are likely to find another place to change direction, so this alternative is not recommended. Alternatives 3 and 4 both have positive attributes as compared to Alternatives 1 and 2. Based on the results of the analyses, VHB recommends that Alternative 4 should be considered the optimal access alternative. Alternative 4 would shift the northern site driveway to the north not directly aligned with the Stop and Shop driveway and it would become limited access, right-in/right-out, while the southern site driveway would remain a full access driveway. Shifting the northern site driveway to the north allows for the driveway to be located at the edge of the site and allows for a better flow of traffic within the site, as the current configuration of the northern site driveway has vehicles entering the site directly in front of the fuel pump canopy. While the analysis results show queues of up to 390 feet on the southern site driveway departing the site under Alternative 4, it should be noted that it is well understood drivers accept gaps below that recognized in the Highway Capacity Manual, therefore the results of the analysis should be considered conservative. This has been demonstrated through observations at the Stop & Shop Driveway as noted in the June 18, 2019 Traffic Impact Memorandum and the June 21, 2019 supplemental transportation memorandum. \\vhb\gbl\proj\Wat-TS\52S16.06 Seasons Yarmouth\dots\memos\Access Alternatives Memo -July 2019\Access Alternatives Memo.docx Attachments ■ Capacity Analysis Worksheets > Scenario 1— Signalizes! Northern Driveway > Scenario 2 — Right-In/Right-Out > Scenario 3 — North Driveway Enter Only, South Driveway Exit Only > Scenario 4 — North Driveway Shifted North and Right-In/Right-Out Attachments Capacity Analysis Worksheets Scenario 1— Signalized Northern Driveway Attachments 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Signalized) I Station Avenue & Site Driveway (North)15top & Shop Driveway Timing Plan: weekday Morning Lane Gmup EBL EBT EBR 14BL WK, W6R NK 148T NBR SEL SBT .: SBR 05 , Lane Configurations Tramo Volume (vph) 90 0 40 20 0 20 80 1285 45 15 1130 85 Future Volume (vph) 90 0 40 20 0 20 80 1265 45 15 1130 65 IdesFlow(vphpg "IND 1900 1900 19c0 1900 1900 1900. 1900 1900 1900 ll 1900 = 7` r< . Storage Length (il) 0 0 0 0 150 0 150 0 Storage lanes 4 0 0 0 1 0 1 . 0 Taper Length {0) 25 25 25 25 Satd.Flow (pmt} 0 1726 0. 0 1550 0 1770 1755 0 1597 1748 _ �Lia:aBHitia�Y "4Rv- Y%t i . 0.. Fit Permitted 0.828 0.817 0.045 0.050 Said. Flow (perm) 0 -1479 0 0 1298 0 89. 1755 0 84 1748 0 `... Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 99 99 2 4 Link Speed (mph) 30 30 30 30 Link Dstanance(D) ...:.. .............. 165 - - 178 _ 304.��-.. _ 168 11 .:_a�a�z�.._.P'.�....w...����:?•...'c:.n,:.�....,3 Travel Time (s) 3,8 4.0 2-4 3-8 Peak Hour Factor 0.92 0.92 0.92 0.92 0,92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles1%) 2% 2% 2% 15% 2% 8% 2% 8% 0% 13% 8% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 141 0 0 44 0 87 1424 0 16 1320 0 7vm Type Perm NA Perm 1JA pm-pt NA _ pm+pt NA ._H�o,.:. ,: Protected Phases 4 8 5 2 1 6 9 Permitted Phases 4 .�.ur. 8 2 :.�': 6 Detector Phase 4 4 8 8 5 2 1 6 Switch Phase F.s.�. .I :... .....::_ .g-�� a '_ . ...... �.... : , '.,.. *-' _ " >'.194m .-i Minimum Initial is) 5.0 5.0 5.0 5.0 5.0 5,0 5.0 50 1.0 ... tAinimum5pht(s) _._'. _23,0 23.0 ;,_ _23.0 23.0 . -9.0_ - --sr--`-k- 23.0...-. -:. 9.0- 23.0 .... 22.0 ...:. ILP Total Split (a) 23.0 23.0 23.0 23.0 10.0 55.0 10.0 55.0 22.0 Total Split{°%} 20.9% 20.9%,': 20.9% 20.9%. 9.1% 50.0%urn 9.1% SO.Oq s :„: 20% Maximum Green (s) 18.0 18.0 18-0 180 6.0 50.0 6.0 500 180 Yellow Erne (s) 3.0 3.0 3.0 3.0_.,. :' 3.0 3:0_ ' ";.; 3.0 30 ;' 3,4 All -Red Time (s) 2.0 2.0 20 2.0 1.0 2.0 10 20 10 Lost TuneAd)ust(e1. _.::. 0.0 _ .. :mom 0,0_::_0.0 0,0 0.0 DO- ... Total Lott Time 50 50, 4.0 5-0 40 54 Leaaag... _..1. .. .Lead Lag Lead Lag Lead -tag Optimize? VeNcle Extension (s) : ._ :a .4 '. .=� _.�.,... 3.0 3.0 3.0 3.0 Recall Mode None None None Norse None C-Max None C-Max None Walk Time (S} Flash Cent Walk (s) 110 Pedestrian Cat 10r) Act EffctGreen (a) 9.7 9,7 90.4 86.3 8T2 81.6 Actuated.VC 0.09 _._ 0.09 _} 0,02 0.78 0.79 0.74 . vlc Ratio 0.64 0.22 0.50 1-03 0.11 1,02 1.;onhol Delay .-.. a .vim:..,., ._..,. - 29.9 ate'- - ',;- .,-._. :._ 24_ .._.�__k .::°, 23.0. 48,7 3.8 37.8 _ ro,r _'.^- - ..__..__ _.:_:_. .-vim_.=:._ ....a�:_.:a.x�..-.:::_"-- Queue Delay 0.4 0.1 0.0 27.9 0.0 3.3 ofal Delay. 30.3.s:. 2.5 23.0 76.7 3.8 41.0 a LOS C A C E A D .....: 3, Approach Delaye .. .. 30.3 .... .. 2.5 _ssT� 4 �: .:.. 73.6 .. 40.6 Approach LOS C A E DY Queue Length 50th(ft} ... - 79 0 8 679 1 -989 - a Queue Length 95th (ft) 88 0 65 #1504 m3 mW1245 Internal Link Dlst R :B5r - :. 98 24 88 r = Turn Bay Length (ft) 150 150 ... Base Capacity u h [ ::„-324 -' � 295 ., 175 1377 149 1297r^`t .:.r-- _ -� -�5 MR _ Starvation Cap Reductn 0 0 0 0 0 13 SpiObackCap Reducln :. x. 29 .. 29 :. ' '. 0 627 Storage Cap Reductn 0 0 0 0 0 0 Reduced vleRatio '-. 0.48 ':': :: .0.17 .' 0,50 1.68 ''''' 0,11 1.03 Intersection St,•mearY Area Type: Other Cycle Length:110- Actuated Cycle Length: 110 ...... Offset 87 (79%), Referenced to phase 2 NRTL and 6.SBTL Slart of Green Natural Cycle 150 Control Type: Actuated -Coordinated Maximum WeRatio: 1,03 _w z _ � rs ,. •- - ;? u _ Intersection Signal Delay: 56.0 Intersection LOS E Intersection Ca ac UOUzatonM.3% '-' -. ICU Leve(Of. 5ervite Analysis Period mm 15 y (�1 - Volume exceeds capacity, queue istheoretica'E Tnimle Queue shown is maximum after Iva cycles, # 9% pencentillevolume exceeds ca achy, queue may be longer. .�, r Queue shown is maximum a8er two cycles m Volume for 951h percentile queue is metered 0y upstream signal Splits and Phases: 3: Station Avenue 8 Site Driveway Nonh !Stop & Shop Driveway �01 � fl2 fR) -4604 • 09 05 ♦;'-06 - 08 } kkvhh1gbIVroj%Wat-TS152516.05 Seasons YarmouthltechkSynchroll Access AhematveslSlgnalizedlBD-AM_Signalsyn Lanes, Volumes, Timings VHB::MS 07102y2019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Signalized) 13: Station Avenue & Site Driveway (South) Tiering plan; Weekday Morning erterseclmn m In[ Delay, slveh 0.4 &eineiit"..�. EBL EaR NBi. N®T s$r saR LaneConliguralions r # H Tragic Vol, velvh 0 40 - -0 1390 - 1180 10 0`32 ar.Zr .s" i r r •�-���• �- FulureVol,vehlh 0 40 0 1390 1180 10 Conflicting Peds,,#!hr 0 0 0 0 0 _ 0 _ . - _ _. _. _ Sign Control Stop Stop Free Free Free Free RTChannelized - None - None - None- � Storage Length - 0 - - - - VehinMedianStorage,# 0 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92: Heavy Vehicles,% 2 2 2 2 2 2 Mvmtfbw 0 43 0 1511 1283: 11�:t'`_5�`c sr CannictigFlow All 128E 0 0 Slage'f Stage 2 Critical Hdwy RM'_.s:: Critical Hdwy Sig 1 Cn1calHdv SI 2-^ —r x Follow-up Hdwy 3,318 Po1Ca 1.Maneuver :,- 200 0 , . - ro€ -: Stage 1 0 0 Platoon blocked, % MOvCsp-1maneuverMay _ sys R Cap-2 Maneuver Stae 1 9 _tea.., �, .. r ..: � a• �M �� Stage 2 m.., RPPraach .:. .--E8 ........ _.._ ..__SB HCM Control Delay, s 27.9 0 0 _ F..-.. ... ... ... ..... . ....... .-.:. F..K..,:: HCM LOS D WiborLaitef.laiorMvr[ti- NBT EBln3- 5BT SBR Capacity[vehlh) 200 HCM Lane VIC Rate - 0.217 - - HCM Control Delay (s). 27.9 -W _. i �.._ �...: ec...__ ' _ ud._._..__.r.__: _�•;=::.= - s.. HCM Lane LOS - D HCM 951h %Wo Q(veh) 0.8 ERE= c —__, ._ RvhhlgNlpmjlWat-TS152516.06 Seasons Yarmouthltech%Synchr0 fte Access Alterra5veslSignalizedlBD-AM_Signal.syn HCM 2010 TWSC VHB.:MB 0710212019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Signalized) 3: Station Avenue & Site Driveway (North)/Stop & Shop Driveway Timing Plan; Weekday Evening ®rs oiro E9L EBT EBR VYBL V&T-' V1Bfi ': NK ` ` NBT NBR.. SBL SBT OR " 99 Lane Conhgurations 4+ 4 tr 'N _ Typeyolum'NA) 75 0 30 130 C 75 50 1125 170 .. 40. 131C 75. FutoreVolume (vph) 75 0 30. 130. 0-, 75 60 1f25 170 40 1310 75 IdealFow (vphpl) 1900 1900 1900 1900 1900 1900 1900 f900 1900 1900 1900 1900 Stara go Lerglh (h) 0 0 0 _ 0 150 _ _ _. 0 _ _ 150 __. 0 Storage Lanes .' 0 0 0 0 1 0 1 0 Taper Length [ft) 25 25 25 25 Satd. Flow (pmtl 0 1729 . 0 0 1725 0 1170 17V 0 _ 1005 1831 0 AtPermitled 0,707 0.773 0,046 0.046 _ Said. .... .............0 1266 0 0 1376_ 0. _._ 861782 0 87 1831 0 .. .: -..._: ....... .--- :...... .r: Right Tum on Red Yes Yes Yes Yes Satd.HOw(RTCR) 127 127 _ 9 3 Link.Speed (mph) 30 30 30 30 Link Distance (Il) 150 178 104 168 Travel Time (s) 3.4 4.0 2,4 3.8 Peak Hour Factor 0.92 0.92 0,92 0.92 0.92 0.92 0.92 0.92 0.92 3.92 0.92 a �s zr s 0.92 � Heavy Vehicles(%) 2% 2% 2% 1% 2% 2% 2% 5% 1°0 0111� 3/ 2% Shared Lane Tra6ic (%) -5 ZFIMI ` ' ',; Lane Group Flow (vph) 0 116 0 0 223 0 65 ItIM 0 43 1506 0 Turn Type . Perm NA Perm NA pm pt NA pm•pl NA _ =. 1 Protected Phases 4 8 5 2 1 6 9 Peon tteed Phases xMM :;.:. 4 8 2 6 Detector Phase 4 4 8 8 5 2 1 6 _tch ..P. Sen hase � ..s,�: r _' ..:R' Minimum Inlhal (s1 5.0 5.0 5,0 5.0 5.0 &0 5.0 5 0 ... 1 0 ..._ Mlnlmum Spht(s} _ ..., . 24.0 24A ..... 24.0 24.0__.., , :9.0 24.0 9.0 24 0 _ s ;:; 22 0 �_ _. Total Split (s) M 6 24.6 24,0 24.0 18.0 61.0 13.0 56 0 22.0 Total Split (%) 20.01/ 20.0% 20.01h 20.0°% 16.0% 50.8% ;.'10.8% 46.7 % ., 18% Maximum Green (s) 190 19.0 19.0 19.0 14.0 56.0 9.0 51.0 18.0 Yellow Times 3.0 3.0 3.0 3.0 3.0 3.0 3.0 30 "' 3.0 ' All -Red Time (s) 2,0 2.0 2 0 2.0 1.0 2.0 1-0 2 0 10 LosFTimeAdjust (s) 0.0 _'�-...,.:.. .. 0.0 . ...... ...0.0 .. 0.0 0.0 00^ yTfa: -m:m- .- wm Total Lost Time (s) 5 0 5.0 4.0 5.0 4.0 5.0 Lead Lag -,'Lead_ La - Lead -Lag Optimize? Yes Yes Yes Yes VehicleExtension(s) 3.0 3.0 - _ 3.0 3.0. ,.. 3.0. 3.0., a _:;_.3.0 30 Q w w Recall Mode None None None None C-Max None C-Max Nona Walk Time (s) _None Flash Dont Walk (s) 11.0 Paden r an Calls (iuhr) r: .. Sn:. 4 .,..n ' :a Act Effct Green (s) 13.7 13.7 94.4 55.0 93.7 87,7 Actuated g1C Raha .: 0.11-.< : 0.11 0.79 0.73 a;..0.78 0.73: vlo Ratio 0.45 0.83 0.41 1,c8 0.28 1.12 Control Delay r ..... ;� �r _ 11.9 '- ��,�_ : 46.2 .. 18.6 67,1:. n xm.:..: 7.7 794 r •rz m � = , y �.. Queue Delay 0.3 1.8 0.0 11.8 0.0 00 Tola Delay... _ 12.2 48.0 16.6 78.9. 7.7 794- ... x LOS B 0 8 E A E Approach Delay `'` -- PPr Y ,. �...-.. 12.2-4 -s`"e''� c '.:48 0 78.3 77A :�.nW_ '.. Approach LOS B D E E Queue Length 501h 0) 0 .. :, 73 8 -1248 5 -1400 :.� .ME : Queue Length 951h (ft) 45 161 47 #1580 mg m#1452 Inlernal Link Dist 0 70 s 98 24 ° ', 58 a�rn Turn Bay Length [ft). 150 160 Base Capacity (vph) 307 324 268 1309 .. 198 1339 Starvation Cap Reductn 0 0 0 66 0 2 S ilbauk Cap Reductr: 29 �.; 29 0 426 0 0 Storage Cap Reducln 0 0 0 0 0 0 - RedacedvkRatio 0.41 0.76 0,24 1-59 022 1,13 Intersection Surmary Area Type: Omr - Cycle Length- 120 . .. Actuated CyCfeLenglh:120 F._.k .. Offset: 0 (0%), Referenced to phase 2:NBTL and 6 SBTL Start of Green Natural Cycle: 150 �, ffi g `E Control Type: Actuated -Coordinated _ MaximumvfcRatio:1.1.2 - .� � : �'.., .:�.s�.~�.:t:.,.�-.ci�.�.: ��.`� r.�.:�. :u:; '.�=: _ Intersection Signal Delay: 72.7 -. Intersection L05 E loterse0zCapaeltyUtilzation94.8%. 1CUCevelofSesvkr3F'T ° ME a . ry ;. asp:-r?-rs `- -._..,. ?.;a .-x.""� .------------ Anaysls Period [min} 15 Vatumeexceeds capacity. queue is 11 eo e5cal y infra le- Queue shown is maximum after two cycles. 95thpercentile volume exceedscapacity,.queue.may tielonger. m_ Queue shown is maximum after two cycles. m volume;for951hpe{centlleguaueismele<edhycPsfreamsignal. 5 ais ana rnases: a: Srannon Avenue a one unvowa norm roc a aoa unveway �01 f�i" �4'; i FR39 135. ..i 05- 0 (R �, C _ .Ssu�� . flvhM9hllprcjlWat-TS152516.C6 Seasons Yarmouth%techtSynchrotSite Access NLemadves%SignalizeOD-PM-Signal.syn Lanes, Volumes, Tunings VHB::MB 07102I2019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Signalized) 13: Station Avenue & Site Driveway (South) Timing Plan: Weekday Evening Int Delay, slveh 0.4 ?.!creme l EPPi EBR NBL NST SBT SBR Lane Configurations ie Traffic Vol, velUh -��_ 0 30 0 1355 1465 5 . Future Vol, v&`h 0 30 0 1355 1465 5 - ConlllictingPeds,Whr , '_:. 0 0 0 0 0 0 Sign Control Stap Slop Free Free Free Free RT Channelizep - None - None - None Storage Length 0 UefiinMedian Storage. f? 0 - - 0 0 Y...`.,_-.,.r:,,..,.si•,..,�.�.w-,�.-,.�.,,..,-��,.�� .,�.,.._ Grade, % 0 - - 0 0 Peak Hour Farrar 92 92 92 92 92Heavy Vehicles, 2 2 2 2 2 2 MvmtFlow 0 33 4 1473 1592 5 Y .... ConOiclingFlow All - 1595 0 0 Stage 1 Stage 2 CriSealHdwr - 6.22 K.-• ...��.�r.s::e_•��t�o_ -� -��: ,..,�s_ �:xrx- _ Critical Hdwy Sig 1 - - - Critical Hl Sig 2 Follow-up Hdwy PatCap l,Maneuver 0 132 D n x �" a , _ ^u=— Stage 1 0 0 $tage2 0 - 0 Platoon blocked, % Mav Ca 1 Maneuver . p- 132 ate. ,.,max ,.w :� :ive May Cap-2Maneuver Stage 2 Fa_. raa CA HCM Control Delay, s 41 HCM LCS E Minor LardmgiorMvrnt NBT EBLnt SOT SBR " Capacity(vehlh) - 132 HCM Lane VIC RaOa - 0,247 - - HCM CactGoE DeE3Y.�s}.;.' .. 41 HCM Lane LOS E %%vhblgblVrejlWat-TSI52516.06 Seasons Yannoi4h11echlSynchr65ite Access AlternabveslSignalizedlBD-PM-Signd.syn HCM 2010 TWSC VHR:MB 0710D2019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Signalized) 3: Station Avenue & Site Driveway North ISto & Shop Driveway Timing Plan: Saturday Peak + LaneOraup Elk :'iE It EBR WBL Vy9T Ni NBR SBL ' 99T SBR 71 Lane ConSguratons 4� 4r yi 13 _ Traffic Vclume(vph) 80 0 30 115 0 40 : W f010 155 _ 30. 920 70 FulureVolume (vph) 80 0 30 115 0 40 60 1010 155 30 920 70 Ideal Flow (yphpl) 1900 1900_ 1900 1900 1900 1900 1900 . 4900 1900... 1900. . 1304 1900 Storage Length (ft) 0 0 0 0 150 0 150 0 Storage Lanes 0 0 0 0 1 0 1 0T- Taper Length (ft) 25 25 25 25 Said. Flowfprnq _0 1731 0 0 1767 0 1770 1846 0 1719 1859 G Fit Permitted 0.802 0.782 0,175 0.104 Sald:Flow (perm) 0 1439..... 0 1434 0 326 1846 0 168 1859 0 - Right Turn on Red .....0. Yes Yes Yes Yes Satd, Flow(RTOR) 117 117 11 5_ LinkSpeed(ni 30 30 30 30 Link Distance (8) 136 178 104 166 _ _ _�x'. Travel Time (s) 3.1 4.0 2-4 3.8 Peak iFactor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0,92 0.92 0,92 his; ?lx Heavy Vehicles(%) 2% 2% 2% 0% 2% 0% 2% 1% 0% 5% 1% 2% Shared Lane Traffic (%) r Lane Group Floe (vph} 0 120 0 0 168 0 65 1266 0 33 1676 0 Turn Type Perm NA Perm Pe .NA, .... ..pm+pt NA pm+pt NA -- w :- -:.sx` `, -� Protected Phases 4 8 5 2 1 6 9 Permitted Phases 4 8 2 fi �;, „� ,:; Detector Phase 4 4 8 8 5 2 1 6 SWch Phase ..... Minimum Initial (s) 5.0 5.0 5.0 5,0 5.0 5.0 5.0 5,0 6,0 MinimumSpRt(s) 10.0 10.0 10.0 O.Q. 91 10.0._ 9.0 19.0 224- Total Sprit (s) 15.0 15.0 15-0 15.0 15.0 83.0 10.0 MO 220. Total Split (%) 11.5% 11.5% 115% 11.5°% 11.5% "5% T7% 60.0% 17%- Maximum Green 1 10.0 10.0 10.0 10.0 11.0 78.0 6-0 73.0 180 Yelaty-rime s} 3.0 3.0 3.9 3,0 3.0. 3.0 Y 3.0 3.4 30 ,` „ All -Red Time (s) 2.0 2.0 2-0 2.0 1.0 2.0 1.0 2.4 1 0 Loci Time Adjust (s) 0.0...... 0.0 0.0 0.0 0.0 0.0 �..:: -_ 1:.._ �. .. �__Fl-.' F Total Lost Time (s) 5.0 5.0 4.0 5.0 4 05 0 .. LeadRag Lead ,,. Lag. _ Lead .... La „ Lead -Lag Opbmize7 Vehicle Extension (z) 3.0 3.0 3.0_ 3.0. _. _. _. 10. 3.4.-' 3.0 5.0 30 Recall Mode None None None None None C-Max None C-Max None WalkTime (s} Flash Dent Walk (s) 11.0 Pedestrian Cans (Whr) .. 0 Act EOct Green (s) 8.9 8.9 110,3 105.1 108.3 102.6 Actuated g10 Ratio 0.07 007 0.85 0.81 ::. , i0.83 0.79 vfc Ratio 0.58 0.82 0 19 0.85 0.15 073 Control Delay 22-3 49.0 - 26 16.3 ..� . . - 24 7.5 Queue Delay 0.8 37 0.0 232 0.0 Trial Will 23.2..... �'::.. . 52.7 2.6 39.5 2.4 .._.1.4 8.9 .......... .............. ..... _UEr LOS C D A D A A Approach Delay :. ::.. 23.2 r M... 52.7_.. - 37.7 ..... :-: 87 Approach LOS C D D A Queue Length 50th )- -- 2 ._.�s..s..... 42 6. . 600 �.'... 152 Queue Length 95th (ft) 65 #154 12 #1037 m4 all internal Link Dist tl M _- 66 98 2,... �_.11 =i_„- Turn Bay Length (ft) 150 150 Base Capacity(vph} -. 213 _- _;; '.._,.218 443 1494 .._ 228 1467:,_ _ _. Starvation Cap Reductn 0 0 0 175 0 204 SpiRbackCapReductn 16 ;; 16 0 274 0 0 ¢ Storage Cap Reducln 0 _ 0 0 0 0 0 Reduced vlcRatio 0.59 _ :-- D83 4.16 1.04- - 0.14 0.85 - - - - _a _- Irt sectm Statena y Area Type' Other Cycle Length:130 -_ Actuated Cycle Lenglh;130 r ba - Offset 0 (0%), Referenced to phase ZNBTL and 6 SBTL Start of Green Naturalcycle' 160 Control Type: Actuated -Coordinated - Maximum v!c Ratio: 0.85 Intersection Signal Delay: 26.2 Intersection LOS C Intersection Capacity Utifua6on 80.940 _ Jis ICU Level of Service Analysis Pe Hod (min) 15 _ 4 95th percent Ie volume exceedscapacily, queue may be longer..' �_ �� � N �� Queue shown is maximum after two cycles. rh _. Vo€uma for 95th percentile queue is metered by upstream signal. `.'� :„„�,w„ ,p'„ �. + - pz..,�:F -� - ':x Salits and Phases: 3: Station Avenue & Site Driveway INorthl/Stop & Shoo Driveway 01 i 0 R ---�[7' A p e9 it1 s. ;.-,;I B835 05 k Ctl €R OS l5s '36s � 15s ttvh1blgbpprojMal-T5152516.05 Seasons YarmouthitechlSynchr0ite Access AlternatveslSignalizedISO-SAT_Signal.syn Lanes, Volumes, Timings VHB::MB 0710212019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Signalized) 11 Station Avenuel&ation Ave & Site Driveway (South) Timing plan: Saturday Peak IrdDelay, slveh 0.3 -tianenf EBt. ESR HBL NBT SHT SBR Lane Configuralions r TratffcVol, veh'h 0 30 0 1225 1060 5 --•-. -` _- -- -- -- - - Future Vol, vehih Conflicdng Peds. 9hr 0 0 30 0 0 0 1225 0 1060 0 5 _ 0 Sign Control Stop Sep Free Free Free Free RTChannelized -... ........ None None None ..... x Storage Length - 0 - - - VehlnMedianSorage,d 0 0 0 - _�-u� La....x Grade. % Peak Hour Factor 0 92 - 92 - 92 0 92 0 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Hvm Flow 0 33 0 1332 1152 5 „3, ktHalRynor tSiraC2 Eia'or1 td4or2 Conflicting Flo:vAll - 1155 0 0 Stage 1- Stage 2 - - CrIkalHdwy - 622 '':.W..�:r. _..€ "`- -__'_:;...e... .. .x'...�-.w »�., .. _�_.�.�. _ - -.i' r' t- -•f_-. Cndcal Hdwy Sig 1 Crthcal Hdvry 5t9 2 :... � Follow-up Hdwy - a31B - PotCap-1 Maneuver 0 240 _ 0.•_ ..- ;- _ : -tea Stage 1 0 0 :..SLa9?2 _.0. - 0 14 ...:i:.? -m..,:.'ai`"-'x.m. 017 .� Platoon blocked / - Mav Cap-1 Maneuver.,, .. > _ .240MII�y.-; _ x,.. �.a':-....=:x.�.:.... Mov Cap-2 Maneuver - - Stage 1 - _ :.. ' .,-. a .-. - - ... ...,.:: »��w ,-.rz - =. s. A=.u.:.. Stage 2 Approach EB N6- HCMControlDelay,s .22.3..- 0 -:� 0., - -- - HCMLOS C ingLa !' Mm HBT i'6tn1 S13T SBA Capadty (vetA) 240 HCM Lane VIC Ratio - 0.136 - - HCM Controt Dela Y{)s ...... kC'�' ��..�_ 223 ; HCM Lane LOS - C HCM 951h %lilo Q{veh) bra � - 0 5 �--,�� - ,^..,r-.a». -:� W^.-.-w---'^---•---'a- -y-'<' '- .r -rsF� x� �� =�s�" z.�. x" �.'-�, 0:" 11vhb%gb0projkWat-TSk52516.06 Seasons YarmoulhRechkSynchro0l Access AlternahveskSignalizedlBD-SAT-Signal.syn HCM 2010 TWSC VHB::MB 0710212019 Capacity Analysis Worksheets Scenario 2 — Right-In/Right-Out Attachments 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Right-In/Right-Out) 3: Station Avenue & Site Driveway (North)/Stop & Shop Driveway Tirrvng Plan: Weekday Morning Intersecfion - -: Volurne exceeds capacity $: Delay exceeds 300s +: CompritaGan Nol Defined ': All orator voluroa In platoon %hbtghtlproj1Wat-T&52516.06 Seasons Yarmou1h11ech1Synchro4Site Access AltemativeslRight In Right OuItBD-AM.syn HCM 2010 TWSC VHB::MB 0770212019 52516,06 :: Seasons Market Yarmouth 2026 Build Conditions (Right-In/Right-Out) 13: Station Avenue &Site Driveway (South) _ Timing Plan: Weekday Morning �nteisec�on In[ Delay, Yveh 1-3 Mmemenl.._ EEL EBH NBL k3T S T a .,BR - :.:.., Lane Configurations 7r �' �• TrgiT Vol,vehlh 0 R5 0 1390 1225 10- FulureVol,vehih 0 85 0 1390 1225 10 Conftie4ng_Peds, Zhr 0 0 - 0 0 0 0 Sign Control Stop Slap Free Froo Free Free RTChannejlzed �___ �___. --. None .................- ,None - hone Storage Length - 0 - - Veh in Median Storage # 0 0 0 h ° Grade, % 0 - - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles / 2 2 2 2 2 2 "- MyrrdFlmq_. _:-_ _ ::.0.. 92 = 0 .;.15t1 - _ .... 1332..:.. 11 ConfidiritFlow All 1337 0 0 Sta lim e 1 t Stage g , .. . �w Cntleal "Y Stg 1 CTinIICaHd_ _ �h—wU--.-- Follow-up Hdwy 331E Pat cap Maneuver9 -� Stage 1 0 0 Siege 2 Flatoon blocked, % MoVCaP•1.Maneuver:: Nov Cap-2 Maneuver Stage 2 _ x �_t ' _ M - '�"=ram- . - roach --_. - EB -- i"• S8:- HCM Control Relay, s 41.7 HCM LOS F Minor lanelki Mvmt NBT ULM SBT SHR Capadty (vohlh) 187 HCM Lane VIC Ratio 0.494 FILM Control Delay. (s).:.. :...... - 41:7. .... n...:: c. .r �a �,.w`' :.-s•. .r_..s.• _� :.: -�:; - ..� ;�.. ajw. -;- ;.V:�.:' HCM Lane LOS E ... HCM 95ihfde Q(veh) 2.4 _'-. ^' .,F ��... 11vhMgbllprojUat-T&52516.06 Seasons YannouthVech4SynchrolSite Access Allernatives%Right In Right 0u0BllAM.syn HCM 2010 TWSC VHB::MG 0710212019 52516A6 :: Seasons Market Yarmouth 2026 Build Conditions (Right-In/Right-Out) 3: Station Avenue & Site Driveway North ISto & Shop Driveway Tirning Plan: Weekday Evening s Inl Delay. sfveh 3560.3 L verivent Eft EST. ER VJBL MT MR t4BL NBT NBR SBL SET SBR LaneCenBgurations 4� TraificVol, velVh 0 0 70 130 0 75 60 1125 170 40 1310 70 Fulure Vol, vehlh 0 0 70 130 0 75 60 1125 170 40 1310 70 Conflicting Peds, Xhr_ 0 0. 0 .. 0 .. .. 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Slop Stop Free Free Free Free Free Free. RTChannelized _ .._.. __. - - None, ...... -..._ - None,.,.,.: .-.. - None - - None .-. r-isF� Storage Length - - 0 Veh in Median Storage, ll 0 - 0 0 0 _���Mzl M7112211—T?I ."M Grade, ! - 0 - - 0 - - 0 - - 0 - Peak Fl Factor 92 92 92 92 92 92 92 92 92 92 92 92 t� - q� Heavy Vehicles, % 2 2 2 1 2 2 2 5 1 0 3 2 AAvmt.Flaw.. 0 .. 0 ,- 76.. __ 141 0 _ 82 _ $S 1223 185 43 1424 7s.:__ { %= 2 _ Confil Flom All - - 1462 2995 3033 1315 15CO 0 0 1408 0 0 Stage 1 :.. 1446 1446 Stage 2 1540 1587 CriticalHdwy .- _._ .._.. 6.22 7.11 l 6.22 4A2 41 Critical HdwySlgt - - - 6.11 5.52 - - Cr�calHd SI 2 -. �. - � - 6.11 5.52 _- '_ Follow-up Hdwy 3.318 3,509 4 018 3.318 2 218 22 0otCap-1 Maneuver ;' � 0 D 158 -9 13 193 447 491 Stage 1 0 0 164 197 Sine2 l _ ,..,...,:..0 - 143 168 Platoon blocked, °! N1ov Cap-1 Maneuver .. -. 159 -1 2 193 . : � 447 491 ' '� - -s _-�srk* ;t _ x w=' > . t _su Mov Cap.2 Maneuver - - - 1 2 - Stage ;.-.s,, E. ,'; - -43 52"�.... Stage 2 - 33 75 71 Appron .. E9 WB NB SS HCM Control Delay, s 47.3 S 53245.2 0.6 0.4. HCM LOS E F MnraLaaelMaorMvmi ' NBL NBT NOR .EBLh1 VJBLO SIR , SBT-.., SBR _. CapackyivehJhl _. 4.47 - - 168 2 491 HCM Lane VIC Ratio 0.146 - - 0.482 111.413 C.069 HCM Coal Delay (s) 14,4 0 - 47.35 53245,2 13 4 HCM Lane LOS B A - E F B A HCNS95th%tile0(veh) 05 23 30.4 08 Notes - Volume exceeds capacity j: Delay exceeds 3COs + Compulathn Not Defined ': All major volume in plainon 4Mbkgb4prcjUat-TS152Si6.06 Seasons YannoulhllechlSynchralSile Access AlternaliveslRight In Right OuIRBID-I'l HCM 20M TWSC VHB::MB 0710272i319 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Right-in/Right-Out) 13: Station Avenue & Site Driveway (South) Timing Plan: Weekday Evening In[ Delay, slveh 1.5 E.fovenwrd ESL E8R 11113'_ N67 SBT SBR Lane ConhguraLcns t T. _ Traffic Vol, vehlh C 65 0 1355 B-35 5 R�.. Future Vol, vehlh C 65 0 1355 1505 5 ConflictingPads. 4hr C 0 a 0 0 0 Sign Control Stop Stop Free Free Free Free ftT ChanneEizeq - None None - Itione - Storage Length - 0 - - - Veh in Median Storage, # 0 `Mxx rM AZ Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 - 92 "s".- Heavy Vehicles, % 2 2 2 2 2 2 MvaFldw. 0 71 0 1473 1636 5 �(�arlh0'nor - Minor2. flaorl rla;or2 Conflicting Flow All - 1639 - 0 - C ,........ .... .. Cridcat Hdwy 622 Critical Hdwy Stg 1 - - Crr6cal Hdwy Stg 2 Follow-up Y Hdw - 3.318 - - - .. ... Poi Cap-1 Maneuver _ ..... ] 124 0 . .... MF_1 c A r, � ���R. W Stage 1 0 0 Stage 2 0 0, ee „r n s Platoon blocked, % - - ...... ..... Mav Cap-1 Maneuver - 124 - .. 'r ........... -e "-�.x-: n� � fir, x - - - .. =e•-,: - �-.-��"�� � �: d�.=,..II�.. pxg �,z�= Mov Cap-2 Maneuver Stage t .... -- ',- , �n���a as TV — x,...-..... ,.. Stage�_. Stage 2 Es ` € 3 SB HCM Control Delay, s 66.9 0 0 ........ HCM LOS F Minx LanefMior Mvn t NBT E6Ln1 $BT SBR= Capacity (-'Vh) - - 124 - - HCM Lane VIC Ratio 0,57 s HCM Control Delay () - 669 HCM Lane LOS F HCM 951h %510 0(veh) 2,8 11vhb1gbllprcjlWat-TS152516.06 Seasons Yammuthtiechl5ynchro45ile Access NlemativeslRightln Right OuflBD-PM.syn HCM 2010 TWSC VHB;;MB 07102Y2019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Right-In/Right-Out) I Station Avenue & Site Driveway (North)lStop & Shop Driveway _'riming Plan: Saturday Peak [ntersecfmn lot Delay,slveh 321 W1ou�net{ EBL EBT EBR ,76L 4Y5T WBR 'NBC NBT NBR SBL SBT SBR Lane Configurations r 4� + + Traffic Vol, veNh 0 0 70 115 0 40 0 1010 155 30 920 70 Future Vol, vehm 0 0 70 115 0 40 60 1010 155 30 920 70 Conflicting Peds,#Vhr a 0..,. 0 0 0 0 0 0 U. .0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized sm None None _ -_ Ncno None.: Storage Length - - 0 - - - - - - - VehlnMedian Storage, #.,�� � - 0 0 0- Grade, % - 0 PeakHourFactot-,..r..�92 - 92 - 92 0 92 - 92 - 92 0 92 - 92 - 92 0 92 - 92 Heavy Vehicles % 2 2 2 0 2 0 2 1 0 5 1 2 _ Mvmf Flow' ...... .... _>=b...--- i_ _ 6 76 125 ....4.::. .43..... - i..:: s5 1098 168 33 ,1.0.08 76,:,: .. r �IOrhBnor Mri2 F_.., hrto Isla;orl �- Maa2 Canllitling Raw All - - 1038 2416 2454 1182 1076 0 0 1266 0 0 Stage 1 __.. - 1313 1313 - - - Stage - - C Ucaf Hdw ��"-_ _ - �.. Y ..:,..... - 6.22 1103 7.' 1141 6.52 - 62 - 4.12 - - 4.1 Critical Hdwy Stg 1 - - C tical Hd ry Slg 2 : - 6.1 6.1 5.52 5.52 - - - - - .. Follow-up_Hdwy - - 3-318 3.5 4.019 3.3 2.213 - - 2 245 _ _ - _ Pot Cap-1_Maneuver ..,. ',.. 0 4 280 —23 31 233 ..648 539 � - Stage 1 .. 0 0 Stage 2 0 .. _, : 0 - 197 259 228 275 - - Platoon blocked, % ,. MovCap-1 Maneuver �,. - �' - 280 —41 17 233 648 - - Mov Cap-2 Maneuver Slagel;-: _...x.. - —11 126 17 146 - _ v T "W _.... ° =: ems' , Stage - -_ 159 232 HCM Control Delay,s 22.6 55099.2 HCM LOS C F NB 0.5 0.4 hiin-Lanzwa' rMvm NBL NBT NBR FaW VJBLn1 SBL SBT. SBR _ E Capacity (vohlh) 698 - - 280 15 539 HCM Lane VIC Ratio 0.101 - - 0.212 11.232 0.06 HCM ConVoiDelay (s) 11.2 0 22.6 $5099,2 121 HCM Lane LOS HCM 95th Wile Q(veh) B 0-3 A - C - - 1.1 F 221 B A a.2,s�. a�,:� �" *:,:... -`. .; ..�::i Wes, .-a -r ;_.�r - - Notes Volume exceeds capacity. 5: Delay exceeds 300s +: Computation Not Dehned ': A?I major volume In plarcon 11vWghhprojlWat-TSI52516.06 Seasons Yannouth4echlSynchr0ite Access AhernativeslRight In Right CAEID-SAT.syn HCM 2010 TWSC VH9::V3 07/0212019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Right-WRight-Out) 13: Station Avenue/Station Ave & Site Driveway (South) Timing Plan: Saturday Peak Is:.... .. ......... wn ., _. - ._te>secl ..... IntDelay, slveh 0-8 Azov k EK EBR NEIL 1ST . B6T SBR Lane Conliguratfans t j, YratficVol, vahh 0 70 0 3226 1100 5 _ .. Future Val, vWh 0 70 0 1225 1100 5 ponifwGng,Peds,#hr 0 0 0.. ..... P .... ..0 d.:.... �',ns z. SignContral Stop Stop Free Free Free Free RTChannelized Nano None None " Storage Length - 0 - - - - Veh in Median Storage, # a - 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles ! 2 2 2 2 2 2 bAvmtFlow:: 0 76 .:, 0 ..:1332 96 5 iNe9arlA�ito�* r�'s�=<; mot"' Afiiw� � albri �faor2 Con0idngRow All 1198 0 0 Stage 1 Stage 2 Critical Hdwy ,. - " 6.22 -. €.. tY •4 Y K1�*-Y.�§--i Nr. Y 2-�" - 'd ..'3' b °I $-th'-� Vf Critical Hdvey Sig 1 - - Crifical Hdwy Sig 2 - '.... - '+_..:e-A a—�s Follow-up Hdwy - 3,318 Pot Ca 1 Maneuver 0 226 4 aWN5 Stage t 0 - 0 Sla B2 0 .0.��___.-a.:.��.a.�-1_�^� Platoon blocked, % MovCa 1 Maneuver P- 226zr May Cap -2 Maneuver - - Siegel s s -�: o -= ,�.;.. a= buy ors, .-._.Y d z r Stage 2 Approh EB PIB SBg HCM Control Delay, s 28.8 0 s._. _ HCM LOS D mia La4A4jorMvrri NBT EBL0 SBT SBR Capacity (vehlh) 226 HCM Lane VIC Rato 0,337 HCM Control Delay (s) 28.8 HCM Lane LOS D HCM 95th %hie Q(veh) 1.4 1lvhMgWprcjYWa1-T5152516.06 Seasons YamwuthtlechlSynchrolSite Access Allernatives4Right In Right OutBD-SAT.syn HCM 2010TWSC VHB::MB 0710212019 Capacity Analysis Worksheets Scenario 3 — North Driveway Enter Only, South Driveway Exit Only Attachments 52516,06 :: Seasons Market Yarmouth 2026 Build Conditions (North Driveway Enter Only) 3: Station Avenue & Site Driveway (Nor1h)1Stop & Shop Driveway Tim ng Plan: Weekday Morning IntOetay,slveh i EsL EBT E8R l"18L 1NBT NBR NBL NBT N8R S8L 58T SBR Lane ConRguralions .. +fir _ 41+ _ TraFicVol, veNh 0 0 0 20 0 20 80 1355 45 15 1120 95 —_u Future Vol, vehfh 0 0 0 20 0 20 80 1355 45 15 1120 95 Copludag Pads, #b 0 0 0,. d.... 0. 0 0 0 0 0 0 Sign Control Stop Stop Stop ....... Stop .. ...0.. Stop ... Stop Free _ Free Free Free Free Free RTChanneli7ed ;<-_. None - None.__ - None - - None Slorage Length VehinMedlanStorage,'#1 , Grade, % 0 - 0 - 0 - - 0 Peak HourFactw 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles / 2 2 2 15 2 8 2 8 0 13 8 2 T-� Mye. mlfkm'__0 0. 0 22 4_ 22 87 1473 49 18 1277 103 • ,: �12falhffinan" 'm 1 °fie' Wier) PAalor3 P,i�afL Coniticungnow All 2973 3024 1497 1321 0 0 1522 0 0 Singe 1 �:=` 1671 1671 - - -- --- Stage 1302 1353 - - - - G gcaLHdvry 6,55 6.52 6.28 4.12 4.23 Cdpcal Hdwy Stg 1 5,55 5.52 - - .... Crit alHdvryStg2„ .. s�..,�'.`'_ ..' __ ......5,55.._ 6.52. ...- -- - - -, " "'.... 0-1 _ _ ;w... 't .........., Fallow -up Hdwy 3.535 4.016 3.372 2.218 - - 2 317 _ Pot Ca iManeuver 14 13 146 523 408 Stage 1 156 153 - - - Stage 2 �',�:=,....,. 239 218=.....�=:dal, - `..-..:- _e:�-_..-.�..^.:.', Platoon Mocked: % MovCa -1 Maneuver ,, _ ---� p ,U�,�,�-,„.,w:...... 0 0 146 523 - - 408 e �- - Mov Cap-2 Maneuver 0 0 Stage 1 0 0 Stage 202 0 - - -_- .... Approach _ --WH - - . ........ .. -Ns _.- ....I3- ... S........... .. ......... ..... _. HCM Control Delay, s 39.8 0.7 0.2 HCM LOS MnxLarrelMaorMmt NBL NBT Nt7R NffiLui S8L SBT SBH - - Capacity (vetA) 523 146 408 HCM Lane V!C Ratio 0,106 - - 0.298 0.04 - - HCM Control Delay (s) 13.3 0 39.8 t42 0 HCh1 Lana LOS B A E B A HUI 95th %tile 0(veh) 0.6 - - 1.2 01 Wes 4 - Volume exceeds capacity $. Delay exceeds 300s +: Compulation Not Defined *: All major udurne In platoon 11vhb1gbkroi4Wat-TS152516.06 Seasons YarmouthtleohlSynchrolStte Access A1lernativeslNorth DW Enter Only_ South DIN Ex0 Only1BD-AM-It 1.syn HCM 2010 TWSC VHBA48 0710212019 52516,06 :: Seasons Market Yarmouth 2026 Build Conditions (North Driveway Enter Only) 13: Station Avenue & Site Driveway (South) Timing Plan: Weekday Marring Inlersectwr€ In[ Delay, srveh 4.9 Wvement f13L EBR NBL NBT SBT SBR LaneConSguralions aj jr T T TralBc Vol, vehlh 90 80 0 1390 1140 0 Future Vol, vehm 90 80 0 1390 1140 0 ConlBctingPads, dfhr 0 0 0 0 0 0 Sign Control Slop Sip Free Free Free Free RT Channe)ixed None _ None None Storage Length 0 0 - Veii in Median Storage, A 0 0 �._ -.. Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92w, HeavyVehicles,°o 2 2 2 2 2 2 MvmtFlow 98 87 0 1511 1239 0imp..:r �,F•'" -sx� x__ z�.; Mall hiinor'1 F'a'ar1 �'-'or2 � ConfliclingFlovrAll 2750 1239 - 0 - 0 Stage 1 1239 - - Stage 2 1511 - - P61:1 f Hdwy 642 6.22 Critical Hdwy Slg 1 5,42 - CrItiaiHdVgSly 2 5.42 Fallow -up Hdwy 3518 3.318 - Pot Cap-1 Ganeuver _ -22 214 0;'° 0.. Stage 1 273 - 0 - 0 Stage 201 - _ 0, .,'Z....�,« Q ... ,��rs:�� Platoon blocked, % MovCap-1 Maneuver- -22 214 .. ;Y-:�.:= c ��•. ,.,`" "s,4-X,e >F �F `` _ ;n :"`"'" Mov Cap-2 Maneuver 115 .Stages 273 r. _,_- - : € "�.-..� —' MET'M- 1 ' . Slage 2 201 - - - (5pp oz h ED 1`116 SB HCM Control Gelay, s _77.5 0 ..0.. -. . .. .. HCM LOS F Adl* Lar�lEAaiorMvk NBT EOlnt 65Ln2 S6T Capacity (veh(h) 115 214 a�a HCM Lane VIC Ratio - 0.851 0.406 HCM Control Delay (S). - 117,2 32.9 ..- .. HCM Lane LOS - F D HOM 95th %111e Q(veh) 5 f _ - 4kvhblgbhprollWal-TSt52516.06 Seasons YarmoulhllecMSynchro0l Access AllemaliveslNorlh DW Enter Only- South DW Exit Oaly1BD-AM All 1.syn HCM 2010 TWSC VHB::MB 0710212019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (North Driveway Enter Only) 3: Station Avenue & Site Driveway (North/Stop & Shop Driveway Tinting Plan: Weekday Evening Inlerseci�sr In[ Delay, s1veh 15.1 (vtotietnEnt :� - fSL EBT - EHR- YJHL 1:lS7 YJBR NGi_ LJB7 .`JBR SDL SBT SBR Lane Configurations 41) 4. 4, Traffic Vol, vehlh 0 o 0 130 0 . 75 60 1200 110 40 1305 75 Future Vol, vehlh 0 0 0 130 0 75 60 1200 170 40 1305 75 Coof6cgpg Reds, Whr _ 0 _0. 0 0 0 0 0 0 0 0 0 0 Sign Control Slop Stop Slop Stop Slop Stop Free Free Free Free Free Free RTCfianeefixed None None None None _ Storage Length Veh in Median Storage, # 0 0 0 Grade, % - 0 - - 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 1 2 2 2 5 1 0 3 2 MM.Flow- . 0 0 0. 141 _0- 82 ''65 1304 186 ietlt�na 9.y,�.t.�, ,u ?�9nori Alajar'.. Conflidng Flo 4 M 3073 3114 1397 15CO 0 0 1469 0 0 . Stage 1 .;.. - ,......::,. t527 1627 .. .E Stage 2 1546 1567 - - - Utical Hdwy 6.41 6,52 6.22 412 41 Cntical Hdwy Sig 1 mm ... 5.41 5,52 -- -.. -a' .�, .. Orilital Hdwy Sig 2 ;„-- 2LL - :. 5.41 ....5,52 -.-. .. :,c.x:.a�<e . ._ .- Follow-up Hdwy 3.509 4,018 3.318 2.218 - - 2 2 Pot Cap-1 Maneuver r ,„ -14 11 173 447 457 Stage t 199 180 -.:. Stage 2 '-�u4 ...,.,�:'._.,., ,-.,..._ 195 168 _. T - Platoon blocked, 4a MovCap-1 Maneuver ,. w.. 0 0 173 , 447 ate.. 457 �• d:. �wm. MovCap-2hlaneuver 0 0 Stage t ry . u..:�.^.a,n......-�.::;- _ - 9 0.,..:...-.:,•.i.`t�<...�.� s:�r y zr�r rx "XZx Stage 2 - 79 0 __ HCM Control Delays __. ,. 216.1 0.6 0.4 HCM LOS F Mfhi;Uii1Wi6rMv¢t NBL NBT NBR 1,1181.0 SBL SBT :-..SBH. Capac€ty (vehlh) 447 - - 173 457 .. ,,..�x::x � • HCM Lane VIC Ratio 0-148 - - 1,280 0.095 - HCM Control Delay(s) 14,4 0 - 218.1 137 �;. 0 °-;�.�-� '�.�s,;v" :;�•'"' _ ,�;;�;�",µ�' _;. HCM Lane LOS H A - F B A HCkl95!h %tile Q Veh 0.5 128 0.3- Notes --: Volume exceeds capacity $: Delay exceeds 300s + Computalion Not Defined ': Ail rnapr volume In platoon 11vW91:41prol4Wat-7S152516.66Seasons YannouthllechlSynchrotSiteAccess NternativesWorthDWEnter Only- South DWExAOnly1BD-PM Wtt.syn HCM 2010TWSC VHB::MB 0710212019 52516.06 :: Seasons Markel Yarmouth 2026 Build Conditions (North Driveway Enter Only) 13: Station Avenue & Site Driveway (South) Timing Plan: weekday Evening InlDelay, slveh 4,4 �avarnerrt, lai EBA: NBL 1dBT 56: SBR Lane Configurations I r T T TrafTcVol, vehlh 75 60 0 1356 1435 0 Future Val, vehih 75 60 0 1355 1435 0 Conflicting Pads, 9hr..: _. 0 0 0 0 ...........0.... 4.._:..... '_ .:: ...:,.. Sign Congo! Stop SIDp Free Free Free Free RTChanneiized - None - None .... .-.. None Storage Length 0 0 Veh in Median storage, d 0 .. _: �. .. Grade, % 0 - - 0 0 ... .. Peak FfaurFactw 92 92 92 92 92 92 .. Heavy Vehicles, % 2 2 2 2 2 2 WA Flow 82 65 0 1473 1560 0 Aiai�5norMnhR .__s al a-,?:., .- Conflicting Flow All 3033 1550, 0 0 Stage 1 1564 ✓' _ i. Stage 2 1413 Critical Hdwy. 6.42 6.22 ? :aYr' s«°`iF:ae.xkx:: '?'' - r .,; su:.:.=.i:s�:s�.�..,a.:c Critical Hdwy Sig 1 5-42 Crrilical HdwySt 2 9 5.42 - MET ET '-T Follow-up Hdwy 3,518 3.318 PotCap-1Maneuver •-14 138 D Stage 1 190 0 11 . Stage2 210 _ _._ p '-"'re""'- e::' °.€ -' Platoon blocked, % MovCap-1Maneuver -14 ... 138 "'- -'tee •a.-« �-s.T•y:-c�: ^-•.. - xz-- ^-- r-,r,�n%-• v,�"�,'`.i,. MovCap-2Maneuver 97 - - Stage t 190r- .� _...: xr 9vW:uv:a ;ri"° Stage 2 210 .... - 7 '/� x$ �.'�,Caw..ti .5 `4 �'6s.YB: c�_ ;,'�`n�"'s`,�f�'L.�'�'^"`?'�'` •—.�"- y �x'-_'�3 _ ��„„�``i oach EB - NB S6 HCM Control Relay, s 95.6 0 .... 0 HCM LOS F narLdoalMad Mvmt NBT EBLn} bl.d 66T Capacty (veluh) 97 136 HCM Lane VIC Rato 0,84 0.473 HCM Control Belay (s) 130 52-5 HCM Lane LOS F F HCM 951h. %VIE Q(veh) - ''.'.-:.:. i^:7'_•`.-xT r.. 4.6!LL-__ x#---------ems -.:::- - --.Volume exceeds capacity $: Delay exceeds 300s -: Computation Not Defined *: All major volume in platoon livhb%gbl4prcjlWat-TS152516.06 Seasons YamwutWech4SynchroWe Access Alterna6veslNodh OW Enter Only _Sauth DW F_xit Oniy1BD-PM-,Nt t.syn HCM 2010 TWSC VHB::MB 0710212019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (North Driveway Enter Only) I Station Avenue & Site Driveway (North)/Stop & Shop Driveway Timing Plan: Saturday Peak Int Delay, s1veh 232.9 lihosiernent: ....... ........ .EBL EDT- EDP W8L WBT - "ER. . NBL N8T NOR SBL SBT SBR Lane Configurations $. 4. 4. Traffic Vol, vehlh 0 0 0 115 0 43 60 1090 155 30 915 75 Future Vol, vehm 0 0 0 115 0 40 60 1090 155 30 915 75 Ganl6cting Peds, J71hr 0 - 0 D 0 0 0 0 .0 ...0...... U .... 0 ... .0... Sign Control Stop Step Slap Stop Stop Stop Free Free Free Free Free Free RT.Chlinaeiiaed None None - None... - .... . -. None . - Veh'in Median Storage, 9 0 0 0 Grade, % 0 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 _ Heavy Vehicles,! 2 2 2 0 2 0 2 1 0 5 1 2 idlFfuW 0. .. .0.: 0 125 0 43 65 1185 168 33 905 82;_ 95, 5WRW S�Or- 1�F ii�. t�>iirori A9a10 1 ,ems_ i� s M�o2 . _ Conflicting Flow All 2509 2540 1269 1075 0 0 1353 0 0 Stage t :.. -:,.. R, , :' 1399 1399 .. Stage 2 1101 1141 - - - CriTical Hdwy�x��__ 6.4 6.52 82 412 T . n Critical Hdwy Sig 1 54 5.52 0-hi Hdwy Sig 2 5.4. 5.52 - - _ `-M Follow-up Hdwy 3,5 4.018 3.3 2218 2245 Pat Cap-1 Maneuver..:- ";3_.'-_ -32 27 208.. .648 y= _ 499 ET Stage 1 231 207 - - Stage2 �.. 321 275 sus :% - i e r _WM§ z �` � c Platoon blocked, 'Y - MQvCap-1 Maneuver .,���ras� ,,� _ -15 0 208- , , fi48 ,? �, Mg =c 499 ::;��'x �.. ��� —wem Mov Cap-2 Maneuver -15 0 Stage .3 130 0' -F;va xv_-v,R,s z aLy e s . Stage 2 257 0 - Approach '.yB NIB 5B HCM Contra€ Delay, s S 3718,8 0.5 0-4 HCM LOS F hlinrxLaneFN4' R1vm1 NBI_ - NBT NUR Wil `-SBL. .'SOT -; SBR Capacity tvehfhj 648 - - 20 499 ..w,,..,..a.._..aw...,,.-.v_k._..-.a...,-,.A.�,...�,._... .�. . HCM Lane VIC Ratio 0.101 8.424 0.065 HCM ControlDelay (s)_ 11.2 0 .- $3715.8 12.7 HCM Lane LOS B A F B A o N } HCM 956 %1 Q eh . 0.3 ... 21.5 0.2 tdales Volume exceeds capacity $: Delay exceeds 300s_ +: Compuf or Not Defined ': MI major volume in platoon %%vh61gbl1pr0Wat-TS%2516.06 Seasons YarmouthltechlSynchro0i Access AltemativeslNorth DW Enter tlydy_South DIN Exit Only16DSAT Alt 1.syn HCM 2010 TWSC VHB::M8 0710212019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (North Driveway Enter Only) 13: Station Avenue/Station Ave & Site Driveway (South) _ Fmng Plan: Saturday Peak IntDelay, slveh 2.8 - EBi. E13R NeL NBF 56F SBR Lane Configuradons jr t f TraUic Vol, vehlh 80 60 0 1225 1030 0 Future Vol, vehlh 80 60 0 122E 1030 0 Conitic0ag Peds 111hr 0 0 0 0 0 0 Sign Control Stop Slop Free Free Free Free RFChannelued None None _ Nana ` �_•• x-. r _,r .0 Storage Length 0 0 - - - - Veh In Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 ,. s 6 "` ry � = n Heavy Vehicles. % 2 2 2 2 2 2 Mvmt Flow 87 65 0 1332 1120 0 x = IMfi Mato€1 hlajoi-2 Conflicting Flow All 2452 1120 - 0 0 Stage 1 1126.„Fr :.a ....,x�... ...: Stage 2 1332 - Cdikal Hdw 6.42 6, 22 � � � ,.� �„�"x "�- �, � >� •. � �. ;�� �-`�`.�'_ Critical Hdwy Sig 1 5.42 - Critical Hdyry Sig 2 5.42 Follow-up 1 3.518 3,318 PctCap-1 Maneuver - 34 251 0 m..:,.x"€`�'' iK9 s' Stage 1 312 - 0 0 Stage 2 246 . - _�:r: r---ear 0 = An Platoon blacked, % - MovEap-1 Maneunr -34 251 :� .: ro,..7.,.G-.......-w`S�. rlovCap-2ldareuver 141 Stage 1 312 ,. � _ .:� �� � �...�,�`�"�.. �,. �,x-.M r Stage 2 246 _ Approach. EB hB���'� HCi-1 Conbcl oclay. s 47.4 0 6 . ...._,... HCI I _CS E 1inm€a�ttaahhmt _ NBT F5Ln1 MIL92 S8i Capadty (veldh} 141 251 HCM Lane VICRatio - 0,617 0.26 FiCM ConUel Delay (s) - 64.8 24 3 HCM Lare LOS - F C HCM 95th ,oli.e 0(veh) - 3.3 1 - _ � ��-��.�=-'_',.�'�.'� �,�^ i�"�ry�•.��. ss - ,.._._ Volume exceeds capacity 5. Defay exceeds 320s +: Compulafion Not Defined Al' - major volume In platoon llvhblgbllpmj4Wal-TS%52516.06 Seasons YarmoulliVech4SynchrolSite Access Alternal lNorth DW Enter Only South DW Exit OnlylBO-SAT—Att 1.syn HCM 2010 TWSC VHO::MB 07107J2D19 Capacity Analysis Worksheets Scenario 4 — North Driveway Shifted North and Right-In/Right-Out Attachments 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Shifted North Driveway) 3: Station Avenue & Stop & Shop Driveway Timing Plan: Weekday Morning IriterSeoBon lint Delay, slveh 0.9 Wvemenk Vii WBR NET N3R 88L, Si Lane Configurations r1 TraffIC V01, ve1'tl}1 20 20 1355 45 15 1170 Future Vol, vehlh 20 20 1355 45 15 1170 Whir ConflictingPeds, 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized None - None „.,, None Storage Length 0 Veh In Median Storage, # 1} -.. 0 ...x ..� s.:���r 0 Grade, % 0 0 0 Peak Hour Factor .. .. 92 92 92 OAF 92 92 �� � �� �a � � ^�� _: HeavyVehices, °/ 15 8 8 0 13 8 Mvmt Flow 22 22 1473 49 16 1272 JorfMinor Minorl tdajo€1 Major2 Conflicting Flow All 2801 1407 0 0 1522 0 Stage 1 1497 Stage 2 1304 Critical Hdwy. 6.55 6.28 4.23' ,mom,. _ wWE � 3 i Critical Hdwy Stg 1 5.55 Critical r2 5.55 .' _ _ I _ ����7 --=^ Follow3372 Hdwy 3.635 3 372 2.317 Pot Cap-1 Maneuver -18 146 .., ;40$ Stage 1 191 Slage.2 . 239 Platoon blocked, % Mov Cap-1 Maneuver -16 146 ' :s 4lli ' .� r i' ?c: ; _ ".... Mov Cap-2 Maneuver 98 Stage l . : .. 191 .. t> a i � sa ,. . uc� a - a _ m & - Stage 2 207 Approach WB°`.�'-t4B `SBA- _ HCM Control Delay, s 52.9 0 0.2 z` _ HCM LOS F lzr - _.:. tutinorCanalMaio�Mvmt ,, _ N9T �1� �lVBtni ww BL�'° SETS_ Capacity (veh)hj m:-- ...: 117 408. HCM Lane VIC Ratio 0.372 0.04 HCM Control Delay (s) R .x 1 .. 529 14.2 � ,; HCM Lane LOS F B A FILM 95th °Mile 0(veh) ':`s -'--E . -,. 1.6 01 �� �� Notes • - .zg _ ._... -: Winne exceeds capacity $ Delay exceeds 300s *: Computation Not Defined ':Alt major volume in platoon HCM 2010 TWSC 1Whh1gUl pro11Wat-TS152516.06 Seasons YarmouthtlecKynchm`iSite Access Alternatives4North DW Right In Right Out South Dwy Full AccessW-AM.syn VHB::MD 0711212019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Shifted North Driveway) 13: Station Avenue & Site Driveway (South) Timing Plan: Weekday Morning intersection Int Delay, slveh 57A *Yement EBI_ EBR NOL NBT SST SBR % _ Lane Configuraliors y +' A Traffic Vol, vehPn. 90 40 80 1310 1180 10 Future Vol, vehlh 90 40 80 1310 1100 10 Canilicling Peds, #!hr 0 0 0 0 0 0 .yam Sign Control Stop Stop Free Free Free Free RT Channelized None None None _.s - --M Storage Length 0 Veh in Median Storage, # 0 :: 0 0 Grade, % 0 0 0 Peak Hour Factor 92 92 9292 92 92 _ m r - -. -_ x-, Heavy Vehicles,% 2 2 2 2 2 2 1Nvmt Flow 98 43 - 87 1424 1283 11 -,.. 1Ja rlRAinor Minor2 Mort Mai Conflicting Flow All 2886 1268 1293 0 0 Stage 1 1286 Stage 2 1598 Critical Hdwy 6.42 6.22 4.12�� ` .:.. ...� Critical Hdwy Stg 1 5,42 - - Crilical Hdwy Stg 2 5.42:"'$�� ,.,:' Follow-up Hdwy 3.518 3.318 2,218 Pot Cap Maneuver -18 200 536 -'€ 5tage.l 259 ,• .. Stage 2 .. 182 „v. "r7 tSF'.'I�e "?' S-"R'K' ]1.4-s 1F ( £`IY'. �t"4'y-"wiC 3: .d. 's@"XS.�#;.v-G""�'•"-'•'" : 2d_:, Platoon blocked, % MovGap-1 Maneuver - 4 200:.. : 536 _...-..�....�m.�� .._� �� .�Y..- .w_..�....�'_..C:�: ��� ........ c.....� :....,...�...,_ �w�..� Mov Cap-2 Maneuver - 33 Stage 1 259 .: .s -emu . '--M mm � __ �� � . �� W��.._ f 2-2 a"�: Stage 2 - 41 Rpprisach EB "- -NB SS„ HCM Control Delay, s $1189.2 0.7 0 ; HGM LCS F Wor Lanell4a' r Mvmt NBL N6T EeLn1 SBT SBR Capacity (vahlh) 536.: 44 HCM Lane VIC Ratio 0.16P 3.211 HCM Control Delay (s) mmv ,..�; ,; _0 $1169.2 ,. �... HCM Lane LOS B A F HCM 95th % file Q veh 0 fi 15.6,m• , Motes- -: Volume exceeds capacity $. Delay exceeds 300s + Computation Not Defined `: Alf major volume in platoon HCM 2010 TWSC llvhbt bRprojlWat-TSL52516.06 Seasons YarmoulMtechlSynchrolSite Access AlternativeslNorih OW Right In Right Oul_South Dwy Full Access16D-AM.syn VHD::MO UP212019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Shifted North Driveway) 14: Station Avenue & Site Driveway (North) Timing Plan: Weekday Moming ._. triter<ecfan lat Delay, slveh 0,4 Wement EBL ESR NBL NBT SST SBR .575 Lane Configurations t Ti Traffic Vol, Yom 0 40 0 1375 1145 05 Future Vol, vehlh 0 40 0 1375 1145 85 Conflicting Peds, Whir 0 0 0 0 0 0 Sign Control Slop Slop Free Free Free Free RT Channerized None None None ', �,.-_.. �-pWx aaa Storage Length 0 ... w x ,. Vol To Median Storage, # 0 - D�MRMZ _. . Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92:� a„5 Heavy Vehicles, % 2 2 2 2 2 2 Wnt Flow 0 43_ 0 _ 1495 1245 92 1t4alorIMiner Mlnor2MatOr2 .... .... ...........17 Conflicting Flow All 1291 0 0 Ste e t 9 r� ry Stage 2 ClHdwy... ......:.. 622_NZ _.. Critical Hdwy Stg 1 Follow-up Hdwy - 3.318 Pot Cap-1 Maneuver 0 199"'��z�� Stage 1 0 0 Stage 2 ro _ q Platoon blocked, % MovCap-1 Maneuver ...., �';..,.,�...., 1:" .a...._,,._w _ Mov Cap-2 Maneuver ,. ..,�._ . Stage 1 -n Stage 2 Approach --- EB N8 - - Sg :. HCM Control Delay, s 28.1 0 D HCM LOS D x «w__ Minor ' el aio fmt - P16T , fir- r«� r� •. T.,, .. _. EBLn1 SBT SBR Capacity (vehlh) - 199 HCM Lane VIC Ratio 0.218 HCM Control Delay (sl --"� 1 281 k r.,�x `t'wy�"ivxx�mu,xm .. HCM Lane LOS _ ,s` v ...- D 1i 95th °6tlle Q veh �.8 . m 7 ,��� �.a� -�, C�._. �._" � ___ •�---<. ,�.�. - ...�:i �s,- _ -�- � .x.R,xa.:-.��x:,� HCM 2010 TWSC 14vhMgbAprollWat-T5152516.06 Seasons Yarmouthltech4Synchro4Site Access AltemativesWorth DW Right In Right Oat_South Dwy Full AccesABD-AM.syn VHB::MD 0711212019 52516.C6 :: Seasons Market Yarmouth 2026 Build Conditions (Shifter North Driveway) 3: Station Avenue & Stop & Shop Driveway Timing Plan: weekday Evening intersection Int Delay, slveh 57.5 ivfovemeni A'BL WBR NRT NUR SBL SET Lane Conflguralions y 4 TraftkViol, vei 130 75 1200 170. 40 1340 Future Vol,vehlh 130 75 1200 170 40 1340 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None '77_� Storage Length 0 Veh in Median Storage, # 0 D 0�� .fir Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 1 2 5 1 0 3 Mvmt Flow 141 82 1304 185 43 1457 iordminor Minorl_ ffajorl Major2 Conflicting Flow All 2940 — 1397 0 0 1489 0 Stage 1 1397 Stage 2 1543 Critical Hdwy 6.41 622 Critical Hdwy Stg 1 5.41 Critical Hdwy Stg 2 a. 5.41 ........... Follow-up Hdwy 3 609 3.318 2.2 Pot Ca 1 Maneuver —17 173 Stage 1 230 Stage 2 195 a� t , Platoon blocked, . _ Mov Cal Maneuver —9 113 Mov Cap-2 Maneuver — 67 stage 3 g 230e aaxb e ..-..� = 3'"�r•4,, s.. a `mow.. Stage 2 — 99 _ :. ..�a1 ... Approach HCM Control Delay, s $ 825.5 0 0.4 HCM LOS F Fitinor LanelMaioi �ivml - NBT NBR 1NBLn1 SBL S6T Capacity (vehlh) 86 457 HCM Lane V/C Ratio 2-591 0-095 HCM Control Delay (s) .:'ia —0. . > $ 825.5 13,7 0 - HCM Lane LOS F B A HCM 95th %file 0(veh) 21.1 9.3 40teS -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined ':All major volume in platoon HCM 2010 TWSC 11vhb1gbllprojlWat-TS15251606 Seasons YarmoulhltechlSynchrolSile Access Alternativesftrth DW Right In Righl Out —South Dwy Full AccesslRD-PMsyn VHB::MD 0711212019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Shifter North Driveway) 13: Station Avenue & Site Driveway South Timing Plan: weekday Evening Int Belay, slvch 29,3 Gent EOL UR NK NOT SBT SOR Lane Configurations y 4' � Traffr; Vol, veh/h 75 30 60 1295 1465 5.,- Future Vol,vehlh 75 30 60 1295 1465 5 mIlicting Peds, #1hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free i2T Channelized None None None - a Storage Length 0 - Veh In Median Storage, # 0 0 0 _ Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92� _ Heavy Vehicles, °/0 2 2 2 2 2 2 .M ml Flow 82 33 65 140B 1592 5 tvfaorlPAinor Minar2 Majorl Ma;or2 _ Conflicting Hour All 3133 1595 1598 0 0 Stage 1 1595 Stage 2 1538 - Criiical Hdwy 6.42 6.22 4.12ORMUZ Critical Hdwy Sfg 1 5.42 Crr6cal Hdwy SIg 2_ 5.42 = :P #. Follow-up Hdwy 3 518 3.318 2.218 Pol Cap-1 Maneuver , 12 132 410 Stage 1 183 Stage 2 195 ' �;.. Platoon blocked, Mov Cap-1 Maneuver - 3 132. 410 F7?' FW Mov Cap-2 Maneuver - 38 Stage 1 183�a i,> ��. c Stage 2 53 roach NCM Control Belay, s s 09.9 07 0 HCM LOS F s r''" a 'ems ,�--� . ��nA.9, MinorLanefMaloi—Mvmt' µ.'NBC •� ' NBT �BLn1 , SBT-`« SBfi " Capacity (vehlh) _. 410 48 HCM Lane VIC Ratio 0.159 2.378 HCM Control Delay (s) ar 15.4 0 $ '„...- �K_w #' a nsa HCM Lane LOS C A F HCM 95th %tile C3(veh) 0.6 119 Notes -: Volume exceeds capacity S: Delay exceeds 300s +: CompulaGon Not Delined ': All major volume in pialoon HCM 2010 TWSC llvhMghpprotlWat-TS152515.06 Seasons YarmeulhltecMSynchrokSite Access AllemativesUrth OW Right In Right Out_Scuth Dwy Full AccesslBB-Pi VHB::MD 0711212019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Shifter North Driveway) 14: Station Avenue & Site Driveway North Timing Plan: Weekday Evening tnterSeCt10n - _ _ :."� lot Delay, slveh 0,4 Y _vem of ESL EBR NBL INS . Si SBR i Lane Configurations t ii. Tiaffic Vol, vehfi 0 30 0 1275 1350 70 Future Vol, vehlh 0 30 0 1275 1350 70 Conflicting Peds, #lhr 0 0 0 0 0 0' _ Sign Control Stop Stop Free Free Free Free RT Channelized Hone None None Storage Length 0 Veh In Median Store, 98.4. 0: 0 0 �._ �_ 1 . Grade, % 0 0 0 Peak Hour Factor _ ;; 92 52 _ x„92 92 92 92 -.. .. Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow = T 0 33 _;, 0 1386 1467 ; 76 . ; �,r � Conflicting Flow All 1505 0 0 _ Stage 1 - - - _ - - ..�. , Stage 2 CdOcal Hd ++1 : ... 6.22 _ 1 Critical Hdwy Sig 1 Critical Xdwy..Sig .2 Follow-up Hdwy - 3.318 Pot Cap-1 Maneuver 0 149 . 0 Stage 1. 0 - 0 Stage 2 0 a.t7 - - F.:: .. — — Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1. :: _ ' k%?,N� t $E "�-._�:5 . $ €€; a Stage 2 A.M r _ HCM_ Control Delays _, 35,8_ _ ._._0 ---�..� HCM LOS E_ s _"€ .� ai.a. _ Capacity (vehlh] :fie x i ..149 <. i"M It NE, v � � � �r ._ � �� HCM Lane V/C Ratio 0.219 HCM Centro tJelay (sj IM 358 _ HCM Lane LOS ..�.. - E HCM 951h HCM 2010 TWSC ttvhMgbRprollWat-TS152516.06 Seasons YarmouthltechGynchrolSile Access Alterna4veski DIN Right In Right Out_Soulh Dwy Full AccesslBD-Pi VHB::MD 0711272019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Shifted North Driveway) 3: Station Avenue & Stop & Shop Driveway Timing Plan: Saturday Peak Intersection Ent Delay, slveh 11.1 Movement WBL WBR NOT NBR SBL SOT I Lane Confguraliors r� Traffic Vol, vehh 115 40 1085 155 30 950 fulure Vol, vehlh 115 40 1085 155 30 950 Conflicting Pods, #!hr 0 0 0 0 0 D ;`� - ` r Y_T� -:: Sign Control Slop Slop Free Free Free Free AT Channelized None None None �� `M' Storage Lenglh 0 Veh in Median Storage, # 0 0 0 "TU s ." Grads, % 0 0 0 Peak HourFactor 92 92 92 92 92 . 92 Heavy Vehicles, % C 0 1 0 5 1 M mt_Flow.. .._... 125 -- 43 1179 168 33_ 1033. '__ a ;.- c€c E WiorlMn Minarl Major€ . Major-2 Conflicting Flow All 2362 1264 0 0 1348 0 Stage 1 1264 ' Stage 2 1098 Critical Hdwy 6.4 6.2 4,16 E 1 , - - .. - �, = s m '-M R D Critical Hdwy Sig 1 5A - 5,4 Critical Hdwy2 Sig g . a-..-. ........ . _ ..... - .,*' _. ':.k:3Ar3Mse Follow-up Hdwy 3,5 3.3 2.245 Pot Cap-1 Maneuver "` -39 209 501:,x�x�::,�".r; ��� �V � �� �R7 Stage 1 268 Sta 2 322 g x., .v. M. ���m 3 � ��rs a , 2,1 7 � �� 5� e 9A H . z,. _rag T ... ..T Platoon blocked, % MovCap-1 Maneuver 33 209, Win.? Mov Cap-2 Maneuver 138 Stage 1 268 Stage2. 272 pm HCM Control Delay, s 167.4 0 .-..,. 0.4 - r-. r .. .' a .k, HCM LOS F Moor LanafMa- r Mvmt N87 ' NBR W6Ln1 S6L 5B Capacity (vehfh) 151 601 HCM Lane VIC Ratio 1.116 0.055 HCM Control Delay (s) 167.4 12.7� HCM Lane LOS F O A CM 951h °Jahla t) vehz- __.r, Volume exceeds capacity $; Delay exceeds 300s -K Computation Not Wood ': All major volume In platoon HCM 2010 TWSC 14vhbl hhpro]4Wat-TSt52516.06 Seasons YarmouthltacMSynchroZte Access Alternatives4Norlh DW Right In Right Out -South Dwy Full Access18D-SAT.syn VHB::MD 0711212019 52516.06 Seasons Market Yarmouth 2026 Build Conditions (Shifted North Driveway) 13: Station Avenue & Site Driveway (South) Timing Plan: Saturday Peak Int Delay, slveh 8.4 Movement l EBR - NK NHT SBT S6R Lane Configurations y Traffic Vol, veM 80 30 65 1160 1060 5 Future Vol, vehlh 80 30 65 1160 1060 5 Conflicting Peds, #lhr 0 0 0 0 0 0 _ 's: u°..--- ° ' Sign Control Stop Stop Free Free Free Free RTChannelized - None None one r .--- Storage Length 0 V rp Median Storage, # 0 '_ .. 6 0 _ Grade, °Ja 0 - 0 0 Peak Hour Factor 92 92 N 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 87 �, 33 ° 71 1261 1152 5' M_aiorMinar Minor2 Majorl MaloP2" _ _ ` Conflicting Flow All 2557 1155 1158 0 0 Stage 1 1155...: Stage 2 1402 Crtical Hdwy : 6.42... 6.22 4.12 ... ,....,F,� & __M E H �,. -.. ,. .. - .. ._ _ Critical Hdwy Sig 1 5.42 - Critical Hdwy Sig_2 5.42 ; zR LOW _ Follow up Hdwy 3,518 3 318 2.218 Pof Cap-1 Maneuver - 29 240 603 -- - - x: ' ES ` Stage 1 228 228 Platoon blocked, % Mov Cal Maneuver -18 240 603 a� €.. r w r .. <:� t.. Mov Cap-2 Maneuver 93 Stage l 300 _K . a -M4 } .J_,:..:.a ..;. W -v ME -ET' Stage 2 138 Approach ' App E8 ._.. ..... NB ,a SB HCM Control Delay, s _ _ _ _ 177.5 0.6 HCM LOS F Mnor LanrelMalor Won't t NBT EBLnt SBi SBR Capacity (vehlh] �_r,- 603 112 s HCM Lane VlCRatio 0.117 - 1.068 HCM Control Delay (s} ,..,r_e...,_._. 11-8 0 7 1 7.5 v" r.,�: .,, ,x.,�..x.....�w HCM Lane LOS B A F HCM 95th %tile 0(vol ups_. 0.4 7.2 ,..:. _ ..�. %-... Notesre�,--.d,e , -: Volvme exceeds capacity $: Delay exceeds 300s +: Computation Not Oetired ':.All major volume 0 platoon HCM 2010 TVJSC 1WWghllprojlWal-TS152515.05 Seasons Yarmouthltechl5ynchrolSile Access Allernalivesftrth DW Right In Right Out -South Dwy Full AccesslDD-SAT.syn VHB::MD 0711212019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions (Shifted North Driveway) 1 4: Station Avenue & Site Driveway (North) Timing Plan: Saturday Peak 1n#ersec0an Int Delay, slveh 0.3 llkvement: E81 Lane Configurations t+ Traffic Vol,veh1h 0 30: 0.. 1125 950 70 ..._ Future Vol, vehlh 0 30 0 1125 950 70 Conflicting Pads, #Ihr 0 0 0 0 0 0, Sign Control Stop Stop Free Free Free Free RTChannelized:. None None None.,,. Siorage Length 0 Val to Median Storage, # 0 0 D 1 S3 k --5 AixT'Z4`i..'3'-'zE." - ;a.�s� Grade, % 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 z Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 33 0 1223 1033 76"� Conflicting Flow NI 1071 0 0 Stage 1 Stage 2 Critical Hdwy ": a 6.22 .. Ic�e r Critical Hdwy Sig 1 Critical H Si 2 �W-M'F r Follow-up Hdwy 3.318 Pot Cal Maneuver,,.. _ .268 . Stage 1 0 - 0 9 - --.:.... .... _ w�. � - v ��i . �_.�„<•: >x�>,�.u.� _ . vim= Platoon blocked, Mov Gap-1 Maneuver Mov Cap-2 Maneuver x s •. a HU Stage 1 �_...._,: W_ ...__ — Stage 2 HCM Control Delay, s 20.3 ` 0 HCM LOS C nor LanetMa' ctutvmt .. . W E611t1 SBT Sl3f :1 Capacity (vehlhj �. ... .. 268 HCM Lane VIC Ratio 0.122 HCM Control Delay ts) 20.3 m ; a �_ ,x.-..- ,..N'ri HCM Lane LOS C HCM 95th %file ©(veh) 'a , s 0.4 HCM 2010 TVIISC 11vWgbKprojlWal-TS152516.08 Seasons YarmoufttecMSynchro45ite Access AllemaliveslNorth DW Right In Right Out -South Dwy Full AccesslBD-SATsyn VH8::MD 07/1212019