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HomeMy WebLinkAboutvhb Trafic Study 3-11-19To: Mr. Robert McGann Director of Real Estate Colbea Enterprises, LLC 7 Starline Way, Cranston, RI 02921 From: Randall C. Hart, Principal Myles Baidy Introduction Date: March 11, 2019 Project #: 52516.06 Re: Proposed Seasons Corner Market Station Avenue Yarmouth, Massachusetts Memorandum On behalf of Colbea Enterprises, L.L.0 VHB, Inc. has conducted a traffic impact and access study to assess the potential traffic impacts associated with 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, coffee co --brand with drive-thru and a 12-position fueling facility. The building is approximately 3,600 sf with abasement that will be used just for storage. Parking will consist of 28 marked parking spaces (2 of which are handicap accessible). This memorandum includes an evaluation of the existing traffic operations and safety; an assessment of future conditions with and without the Project; an estimate of projected traffic volumes for the Project and its potential impact on future traffic operations in the area. As detailed herein, the proposed Project is expected to have a minor impact on local traffic operations. Site Location and Proposed Development The Project site is located at 473,479, and a portion of 487 Station Avenue in Yarmouth, Massachusetts. The site currently consists of vacant land. The proposed Project will involve the construction of a Seasons Corner Market with coffee co -brand with drive-thru and a 12-position fueling facility. Access under the proposed condition will include two full access driveways along Station Avenue. A figure showing the Proposed site plan is provided in the Attachments. Existing Conditions The existing condition analysis consists of an inventory of the traffic control, roadway, driveway, and intersection geometry in the study area, the collection of daily and peak hour traffic volumes, a summary of public transit options in the area, a review of recent crash history, and a documentation of the existing sight distance at the site driveways. Study Area Based on an understanding of the current traffic operations in the region, a study area comprised of the following intersections and their approach roadways were selected for review: r Site Driveway (north) at Station Avenue/Stop & Shop Plaza Driveway Site Driveway at Station Avenue (south). 101 Walnut Street PO Box 9151 Watertown, MA 02472-4026 \\dnb\gb1Vrq'\Wat-T5\52516A6 Seasons Yarmouth\doa\memos\Seasons Market T1A.dou P 617.924,1770 Ref: 14'.19,0,1 January 28, 2019 l� Page 2 Q A figure showing the intersection lane geometry and traffic control at each study area intersection is included in the Attachments. Study Area Roadways Station Avenue In this study area, Station Avenue is a two-lane roadway consisting of a center left turn lane and running in a northwest -southeast direction. Sidewalks are provided along the east side of Station Avenue and on -street parking is prohibited on both sides of the roadway. Station Avenue falls under local jurisdiction and is classified as an urban principle arterial. There is a posted speed limit of 35 mph. Land use along Station Avenue is primarily commercial within the study area. Study Area Intersections n Site Driveway, at Station Avenue/Stan & Strop Plaza Drtvewgy U The Stop & Shop Plaza Driveway intersects Station Avenue from the north to form a three-way unsignalized intersection. The Stop & Shop Plaza Driveway consists of one multipurpose lane and operates STOP control. The northwest Station Avenue approach consists of one through/right-turn lane and operates freely. The southeast Station Avenue approach consists of one through lane and operates freely. Additionally, both Station Avenue approaches share a center left turn lane. Sidewalks are provided along the east side of Station Avenue and no crosswalks are provided at the intersection. Land use around the intersection is mainly commercial. Traffic Volumes To assess the existing operational conditions within the study area, peak hour turning movement counts (TMCs) were D conducted at the study area intersections in January 2019 during the weekday morning peak period from 7:00 AM to 9:00 AM, during the weekday evening peak period from 4:00 PM to 6:00 PM, and during the Saturday Midday peak period from 11:00 AM to 1:00 PM. These time periods were considered following the standard practice of evaluating the combined peak period for roadway and development traffic. Based on a review of the count data, the weekday morning, weekday evening, and Saturday midday peak hours of vehicular activity were determined to be 7:15 AM to 8:15 AM, 4:00 PM to 5:00 PM, and 11:00 AM to 12.00 PM respectively. The traffic volume counts are provided in the a Attachments. Seasonal Variation The peak hour traffic data collected for the Project was obtained during the month of January 2019. To quantify the seasonal variation of traffic volumes in the area, historic traffic data available from the Cape Cod Commission in the 2017 Traffic Counting Report for Cape Cod Massachusetts were reviewed. The seasonal adjusted factors are included in the Attachments to this memorandum. According to published Cape Cod Commission weekday seasonal factors, January traffic counts are approximately 66-percent lower than peak summer season conditions. To present a conservative analysis, the traffic volumes were adjusted to reflect peak summer season conditions. U Figures 1, 2, and 3 illustrate the resulting 2019 Existing condition traffic volumes for the weekday morning, evening, and Saturday Midday peak hours during the peak summer season, respectively. Crash Summary U A detailed crash analysis was conducted to identify potential vehicle accident trends and/or roadway deficiencies in the traffic study area. The most current vehicle accident data for the traffic study area intersection were obtained from J MassDOT for the years 2012 to 2016. The MassDOT database is comprised of crash data from the Massachusetts \\vhb\gb1\proj\wat-TS\52516.0b Seasons Yarrnouth\docs\memos\Seasons Market TIA.docx J a, 0 c a Q c 0 yr Amami Q doyS I? dolS oz� `� 1 OZ� T N T rr LEI fEI T M r d L � N L6 O O � jn Ln p Ln d , p �g 4A Qt O C C p L tA U C w -0 C m p O� V) � 2] / § a c Q w �L7 O T • AOManuQ doyS 8 dolS OV CD c m r+ti ar L c 7 O > n u_ a 4: 12 L � L Q1 a p O � a � Q1 O N tj W C 61 -2 0 T }� M [] m v G Q U a a C U ci (U N - .� %J1 C � 01 d VI Z pl © z Ref: 14319.00 January 28, 2019 Page 3 Registry of Motor Vehicles (RMV) Division primarily for use in traffic studies and safety evaluations. Data files are provided for an entire city or town for an entire year, though it is possible that some crash records may be omitted either due to individual crashes not being reported, or the city crash records not being provided in a compatible format for RMV use. A review of this crash data revealed no crashes occurred at this location within the most recent five-year period. Highway Safety Imps-ovement Program In addition to calculating the crash rate, study area intersections should also be reviewed in the MassDOT`s Highway Safety Improvement Program (HSIP) database. An HSIP-eligible cluster is one in which the total number of "equivalent property damage only" crashes in the area is within the top 5% of all clusters in that region. Being HSIP- eligible makes the location eligible for FHWA and MassDOT funds to address the identified safety issues at these locations. As part of this effort, VHB reviewed this database and found that none of the study area intersections are listed as an HSIP-eligible cluster. Sight Distance A sight distance analysis, in conformance with guidelines of the American Association of State Highway and Transportation Officials (AASHTO) was performed at the proposed unsignalized site driveway intersections along Station Avenue. Sight distance considerations are generally divided into two categories: Stopping Sight Distance (SSD) and Intersection Sight Distance (ISD). Stopping Sight Distance (SSD) is the distance required for a vehicle approaching an intersection from either direction to perceive, react and come to a complete stop before colliding with an object in the road, in this case the exiting vehicle from a driveway. In this respect, SSD can be considered as the minimum visibility criterion for the safe operation of an unsignalized intersection. Intersection Sight Distance (ISD) is based on the time required for perception, reaction and completion of the desired critical exiting maneuver once the driver on a minor street or driveway approach decided to execute the maneuver. Calculation for.the critical ISD includes the time to (1) turn left, and to clear the half of the intersection without conflicting with the vehicles approaching from the left, and (2) accelerate to the operating speed of the roadway without causing approaching vehicles to unduly reduce their speed. In this context, ISD can be considered as a desirable visibility criterion for the safe operation of an unsignalized intersection. Essentially, while SSD is the minimum distance needed to avoid collisions, ISD is the minimum distance needed so that mainline motorists will not have to substantially reduce their speed due to turning vehicles. To maintain the safe operation of an unsignalized intersection, ISD only needs to be equal to the stopping sight distance, though it is desirable to meet ISD requirements by themselves. To calculate the required SSD and ISD at the unsignalized intersections of Station Avenue at the north and south driveways, the posted speed limit of 35 mph was utilized. Table 1 summarizes the sight distance analysis and the sight distance worksheets are included in the Attachments. Equivalent property damage only" is a method of combining the number of crashes with the severity of the crashes based on a weighted scale. Crashes involving property damage only are reported at a minimal level of importance, while collisions involving personal injury (or fatalities) are weighted more heavily. \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA.docx Ref: 14319.00 January 28, 2019 Page 4 Table 1 Sight Distance Analysis Summary Stopping Sight Distance (ft) a Intersection Sight Distance (ft) ° Location Traveling Required Measured Looking Desired Measured Station Avenue at North Northbound 250 600+ Left 365 600 Site Driveway Southbound 250 600+ Right 415 600 Station Avenue at South Eastbound 250 600+ Left 365 600 Site Driveway Westbound 250 600+ Right 415 600 a Based on guidelines established in A Policy on the Geometric Design of Highways and Streets, Sixth Edition, American Association of State Highway and Transportation Officials (AASHTO), 2011 for a posted speed limit of 35 mph. As shown in Table 1, at the unsignalized intersections of Station Avenue and both Site Driveways, the required stopping sight distances and the desired intersection sight distances are exceeded in both directions. It should be noted that there is vegetation located between the two driveways that may limit the view, but it is expected that all vegetation would be trimmed/replaced with any improvements or redevelopment on Site. Future Conditions To determine the impacts of the site -generated traffic volumes in the vicinity of the site, future traffic conditions were evaluated. A seven-year horizon (2026) was used for the evaluation consistent with MassDOT TIA requirements. Traffic growth on area roadways is a function of the expected land development, environmental activity, and changes in demographics. A frequently used procedure is to identify estimated traffic generated by planned developments a that would be expected to affect the project study area roadways. An alternative procedure is to estimate an annual percentage increase and apply that increase to study area traffic volumes. For this evaluation, both procedures were used. The following summarizes this traffic forecasting process. Historic Growth jUr VHB conducted research to determine the historic growth rate for traffic in this area as well as other planned developments that may affect traffic within the study area for the proposed project. Based on information contained in the 2017 Traffic Counting Report for Cape Cod Massachusetts, traffic has increased at a rate of 0.37-percent per year Cape -wide over the last ten years (2007 — 2017). The Town of Yarmouth is part of the Mid -Cape region, in which traffic increased at a rate of 0.23-percent per year over the last ten years (2007 — 2017). To provide a conservative analysis, a background growth rate of 0.5-percent per year was applied. The historic growth data provided in the 2017 Traffic Counting Report for Cape Cod Massachusetts is contained in the Attachments to this memorandum. Planned Developments In addition to accounting for background growth, the traffic associated with other planned and/or approved developments near the Site was considered. Based on discussions with the Town of Yarmouth, it was determined that there are no planned development projects in the vicinity of the site that are likely to influence traffic conditions. 0 \\vhb\gbl\proj\wat-TS\52516.06 Seasons Yarmouth\dots\memos\Seasons Market TIA.docx U Ref: 14319.00 January 28, 2019 Page 5 Background Transportation Projects In assessing future traffic conditions, proposed roadway improvements within the study area were considered. Based on discussions with the Town of Yarmouth, there are no transportation projects that would impact the Project study area within the seven-year horizon. No -Build Traffic Volumes The 2026 No -Build traffic volumes were generated by consideration of the above described factors. The resulting 2026 No -Build peak hour traffic volume networks are shown in Figure 4,5, and 6. Trip Generation The proposed Project will involve the development of a Seasons Corner Market which includes a convenient store, coffee shop with drive-thru and a 12-position fueling facility. The building is approximately 3,600 sf with a basement that will be used just for storage. To estimate the site -generated traffic, the Institute of Transportation Engineers` (ITE) publication Trip Generation, 10" Edition was utilized. The number of vehicle trips generated by the proposed project were estimated based on ITE land use code (LUC) 960 (Super Convenience Market/Gas Station). Table 2 provides a trip generation summary and the worksheet is included in the Attachments. Pass -by Trips Not all the traffic generated by the site will be new traffic on study area roadways. A majority of the vehicle -trips generated by the proposed site will be drawn from the existing traffic streams passing the site in the form of pass -by traffic or from roadways in the vicinity of the site in the form of diverted -link traffic. The primary destination of pass -by traffic is elsewhere, and the primary trip will be resumed following a stop at the proposed site. Based on data from the June 2011 ITE publication, pass -by trip rates of as high as 72 percent with a low rate of 53 percent were observed at similar sites. In order to present a conservative analysis (projecting higher than expected traffic volumes), it has been assumed in this analysis that only 53 percent of the traffic generated by the developments for weekday morning, evening, and Saturday peak hours would be pass -by trips. 2 Trip Generation Manuat 70" Edition, Institute of Transportation Engineers, Washington U.C., 2017. 11vhb\gbI\proj\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA.docx j C W Q 0 ar AemeAua dogs 8 doi5 ozI oz--� a a C a a Q C w. y LO T r r AL,mOAtla doyS p do)S sc� � M T 10 P C 00.r V Ln Ln N Ln L LL E O 0 rp U N V) m t.. N � a 7 cn O � 2 Ln O + C: M C lJ U c2 Ln Ln Nra �>�� m LU �V Z fl a� CD LA N m C 0) N N 01 ©CV Z C G1 Q y 0 r r Ae eAtip doyS p do;S Cl) v %0 v E c p o Ln co � a :F cn y-- cv ,[ L ro Q% L a 7 O O v aw W x c a ro o T� ij tA 0 >, ro � c N - E O m iv ro N In LA 1 a a .T in z © z Ref: 14 19.00 January 28, 2019 Page 6 Table 2 New Trip Generation Summary Time Period Direction Gross Trips Pass -By Trips Total New Trips Weekday Morning Enter 168 89 79 Exit 169 900 79 Total 337 179 158 j -------_ - - . ........ Weekday Evening Enter 138 ......... ......... ...... 73 ...... 65 Ij Exit 138 73 65 Total 276 145 130 - - Midday Saturday Enter 139 74 65 Exit 1�40 74 66 Total 279 148 131 a Trip generation estimate based on ITE LUC 960 (Super Convenience Market/Gas Station) for 12 fueling positions As shown in Table 2, the proposed Project is expected to generate approximately 158 (79 entering/79 exiting) vehicle trips during the weekday morning peak hour, approximately 130 (65 entering/65 exiting) vehicle trips during the weekday evening peak hour, and approximately 131 (65 entering/66 exiting) vehicle trips during the Saturday peak period. Trip Distribution The directional distribution of the traffic approaching and departing the Site is a function of population densities, the location of employment opportunities, existing travel patterns, and the efficiency of the roadway system. The trip distribution for this project was based on existing travel patterns. The projected new trips associated with the proposed mixed -use development were distributed on the study area roadways based on the following assumptions as shown in Table 3. A figure displaying the trip distribution is provided in the Attachments. Table 3 Trip Distribution Trip Trip Direction Distribution Distribution Roadway (From/To) Entering Exiting Station Avenue North 50% 50% Station Avenue South 50% 50% Total 100% 100°% \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\dots\memos\Seasons Market TIA.docx I Ref: 14 319,00 January 28, 2019 Page 7 Build Traffic Volumes The project -related traffic volumes shown in Table 2 are assigned to the study area roadway network based on the trip distribution patterns shown in Table 3 and added to the 2026 No -Build peak hour traffic volume networks to develop the 2026 Build peak hour traffic volume networks. Figures 7, 8, and 9 show the resulting 2026 Build peak hour traffic volume networks. The Site -generated traffic volume networks are provided in the Attachments. Traffic Operations Analysis To assess quality of flow, intersection capacity analyses were conducted with respect to 2019 Existing, 2026 No -Build, and 2026 Build traffic volume conditions. 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. Level of Service Criteria 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, 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 the worst operating conditions. For this study, capacity analyses were completed for the unsignalized intersections within the study area using Synchro traffic analysis software. Level -of -service designation is reported differently for signalized and unsignalized intersections. For signalized intersections, the analysis considers the operation of each lane or lane group entering the intersection and the LOS designation is for overall conditions at the intersection. For unsignalized intersections, the analysis assumes that traffic on the mainline is not affected by traffic on the side streets. The LOS is only determined for left -turns from the main street and all movements from the minor street. The evaluation criteria used to analyze the unsignalized study area intersections is based on the 2010 Highway Capacity Manual (HCM)3. Intersection Capacity Analysis Levels -of -service analyses were conducted for the 2019 Existing, 2026 No -Build, and 2026 Build conditions for the study area intersections. Table 4 summarizes the capacity analyses for the unsignalized study are intersections. The capacity analyses worksheets are included in the Attachments to this memorandum. 3 Highway Capacity Manual, Transportation Research Board, Washington Q.C., 2010. \\vhb\gbl\proj\Wat-TS\52516.06 Seasons Yarmouth\docslrnemos\Seasons Market TIA.docx I I it I I ire J I C�I I I 7 C Q a 0 w w Ln Ln 45 i C 40 1r Ln 0 W ti 0 o4 Bou ;—SIP AemaAuQ doyS 7 do;S oz—� 1 bau� OZ� %n cn o rev a a Q 0 R M N a► a c Q n w y 0 can Lo m t 35 1 �, r36 1 r T lu 0tocc r r M 5 4 Eau r5£ AemeAuQ doyS 7 doiS OCL--, 6au---o o o us d C a Q fi n w h co 2 a o L L d � y o a t v > LU o Z3 :;3 c o m v o N N R L m Q 0 0 r t-35 t�-35 I Cl Ln It r ti n� uM co t—S£ M 4 6au 9£r► r ALI'MOAMO doyS 8 do;S oc I t f 6au 1 SL� a !Q e`"n as O Q O O tC Ref: 14319,00 f January 28, 2019 Page 8 Table 4 Unsignalized Intersection Capacity Analysis Location / 2019 Existing Conditions 2026 No -Build Conditions 2026 Build Conditions Movement D ° v/c a Del ° LOS d 9S Q • 3 D v/c Del LOS 95 Q D v/c Del LOS 95 Q North Site Driveway at Station Avenue/Stop & Sho Plaza Driveway Weekday Moming EB L/T/R Movement does not exist under this scenario 85 > 1.20 > 120 F 328 WB L/T/R 40 0.62 69 F 80 40 0.35 49 E 35 40 > 1.20 > 120 F 170 NB L Movement does not exist under this scenario 45 0.09 13 8 8 58 L 15 0.04 13 B 3 15 0.04 14 B 3 15 0.04 14 B 3 Weekday Evening EB L%T/R Movement does not exist under this scenario 70 > 1.20 > 120 F 288 WB L/T/R 205 > 1.20 ......... ......... ......... > 120 F 500 205 > 1.20 . . .... ..; > 120 F 510 205 > 1.20 > 120 F 755 NB L _ Movement does not exist under this scenario 35 0.09 14 B 8 5B L 40 0.09 13 B 8 40 0.09 13 B 8 40 0.09 13 B 8 Saturday Midday EB L/T/R Movement does not exist under this scenario 70 > 1.20 > 120 F 235 W B L/T/R 155 1.09 > 120 F 233 155 1.06 > 120 F 215 `: 155 > 120 > 120 F 543 NB L Movement does not exist under this scenario 35 0.06 11 B 5 SB L 30 0.06 12 B 5 30 0.06 12 B 5 30 0.06 12 B 5 South Site Driveway at Station Avenue Weekday Morning E8 L/T/R 85 0.87 > 120 F 128 Movements do not exist under this scenario NB L 40 0.08 13 B 8 Weekday Evening EB LIT/R Movements do not exist under this scenario 70 0.91 > 120 F 123 NB L 35 0.10 15 C 8 Saturday Midday EB L/T/R 70 0.51 51 F 60 Movements do not exist under this scenario NB L 35 0.07 12 B 5 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\docslmemos\Seasons Market TIA.docx Ref: 14319,00 a January 28, 2019 Page 9 As shown in Table 4, the Project is expected to have minimal impacts on traffic operations at the study area intersections. The capacity analysis indicates that under the 2026 Build conditions, the site Driveways are projected to operate with delays over 50 seconds during the weekday morning and evening peak hours. It should be noted that the capacity analyses do not take into account gaps created by adjacent traffic signals and is, therefore, conservative (overestimating the delay to vehicles exiting driveways). The traffic signal at Station Avenue/Whites Path is located approximately 675 feet northwest of the proposed North Site Driveway and the traffic signal at Station Avenue/Old Townhouse Rd is located approximately 1,150 feet southeast of the proposed South Site Driveway. These traffic signals create gaps in the traffic making it easier for vehicles to turn into and out of roads and driveways located between these signals. Conclusion 0 VHB has conducted a traffic impact and access study to assess the potential traffic impacts associated with 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, coffee co -brand with drive-thru and a 12-position fueling facility. The building is approximately 3,600 sf with a basement that will be used just for storage. Parking will consist of 28 marked parking spaces (2 of which are handicap accessible). As outlined above, the site will be accessed by two access driveways along Station Avenue and review of sight distance at each concluded that the available stopping and intersection sight distance exceeds minimum requirements. The proposed Project is expected to generate approximately 158 (79 entering/79 exiting) vehicle trips during the weekday morning peak hour, approximately 130 (65 entering/65 exiting) vehicle trips during the weekday evening peak hour, and approximately 131 (65 entering/66 exiting) vehicle trips during the Saturday peak period. The proposed project is expected to have minor impacts on local traffic operations. \\vhblgb1\proj\Wat-TS\52516.06 Seasons Yarmouth\docs\memos\Seasons Market TIA.docx 11 In I I I I u Traffic impact and Access Study -Seasons Corner Market ATTACHMENTS: Supporting Documentation 1. Site Plan 2. Traffic Volume Data 3. Existing Intersection Lane Geometry and Control 4. Seasonal Adjustment 5. Sight Distance Analyses 6. Historic Traffic Growth 7. Trip Generation 8. Trip Distribution 9. Site Generated Trips 10. Intersection Capacity Analyses I °y Traffic Impact and Access Study —Seasons Corner Market hb Site Plan 0 I it I I In iJ 0 IF, ZONING DATA ASSESS PLAT 97 REOUIRED. EXISTING, PROVIDED: LOTS 1 (2Z538 SF), 2 (21,439 sr) t PORDGN OF LOT 3 (7,so5 SF) ZONE: 6-1 BIsmICr A=FER PROTECDOv OVERLAY DISTRICT BUILDING SETBACKs. MDNTMUM FRONT YARD 75' - 43. 7' (CANOPY) MINIMUM SIDE YARD 25' - 39.0 (CANGPY) 33.3' fBuIlDING) MINIMUM REAR YARD 2G' - 711' (BUILDING) BUILMNC REWIREMENTS: MINIMUM LOT AREA 250GO SF 51,282 S.F 51.282 Sr (COMBINED) MINIMUM LOT FRONTAGE 15a' 291 28' 29I.28' MAXIMUM LOT COVERAGE BY STRUCTURE 25K - 14. 7R MAXIMUM BUILDING NEIGHT 35' - 34'2 (TOP OF CUPOLA) PARKING RFOIAREMENTS: MERCANTILE RUDNESS 1 SPACE FER 7 OCCUPANTS BASEMENT STORAGE OCCUPANCY � 3,600 5.F/3W , 12 SWEET a0OR OCCUPANCY (STORAGE/STOCK) 88B S.F./= - 3 STREET FLOOR SALES AREA MERCANTILE USE 2.712 SF/3D - 45.2 TOTAL OLCVPANCY . 602 602 OCCUPANTS/I SPACE PER 7 OCCUPANT$ . 8.6 9 SPACES ❑ SPACES 2e SPACES ZGMNG INFORMATION WAS TAKEN FROM. TOWN OF YARMOLI N ZONING ORDINANCE ENACTED APRIL It 1978 AS AMENDED: LA5T AMENDED MAY 5, 2018 Y 5 �Ql t AR£A 6° d �ASPIWI PAVf1IL 4� 6 Q QinOOi ,go eo' OC Off• / a0 1 N46 DYI 17o N' p / NEW vmf-7HRU NINDOW CONC PAD / rt. 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A29 F ♦87 STADON AVENUE LOTS 1. 2 A, I MAP 97 TDWN OF YARMOURH BARNSTAPLE MM COUNTY COONWEALTN OF MASSACNUSlTTS DATE 11-28—TS REVISED: 12-07-76 PREPARED BY: CONTROL PMT ASSOCIATES. INC. 352 ryRx E ROAD. SCUlXaCRWW. MA Or772 508.M 3000 ,,.grew rli srE7f�3 _ss:vc..,us < s�iE='_.s.-• .r1 sEP, �cEs EP ME xE•r:s mErrs:cE sEc.rtu:Es 'Rf°F: •S R�. �w •ce_F.-'.Ecr 5.5�.:EEfi `SFRF!r�:: MAWwGS ppcuuExTs AxpomFx Oflw FepAFFOBr ArWe ENEsxEEP+xR ixc NrWer AAE Net wteNRER xav rW asF er ME Wfl+r ox PVEomEP FPO{crs Axr uFON FAEPMEo er Aroue aPE ENe1E'.. lO ESE Orrt. e•EsxxESS WerTREx FEEMwlpx er alUrts vxovExh wME ' F+E1w IxE 4ExiunEtEEa uesOwwxvarlOxx•mWrvWETtEw FFRwss�cx oeNreuESAN. RE rxEwae=PeoWClrxAxr xnx srEvnrwu•1wrAEMONt�o s. N.�Ne rr.E ar£n+ RGEssRat MRA RwxNM PxOAiFEFsrRRNwnixoeek�=• A,�G xp�A•pEk wvL£SS rOr.Axr QavacESpP cµ'us tu' 'n 1 I I i a c c w' z Z _ I�Z o z i^c a ¢ z F x w c U J � w W z O c¢ LL 4 a w� e z Z 11J >- =_ Z _0o z w W z Z o Q Q 0� e W m v/ 17 v _] Cn 0 U z Q L L. z -w W _p CL C LU F- Traffic Impact and Access Study -- Seasons Corner Market vhb Traffic Volume Data POE Filet 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy PRECISION D A T A Site Code: Count Date: TBA Thursday,January 3, 2019 INDUSTWES,LLC 46 Morton Slreey Framingham, MA 01702 Office:508-875-0100 Fax:5084175-0118 Start Time: 7:00 AM EmaEl:da[arequeses�pd'dEccan End Time: 9:00 AM Class: Cars and Heavy Vehicles (Combined) 7:00 A M 7A5 A M 7:30 AM 7AS AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Lett I U-Tam I Total Right I te@ I U-Tum I Total Right Thru I U-Tum Total Total 165 1 0 166 167 1 1 169 168 0 0 168 204 4 0 208 1 4 0 5 1 2 0 3 5 1 0 6 3 1 0 4 3 146 a 149 7 200 0 2n7 8 183 0 191 9 193 0 202 320 379 365 414 Total 704 6 1 7111 10 8 0 181 27 722 0 ?491 1478 8:00 AM 8A5 AM 8:30 AM 8:45 AM Total Grand Tula[ Approach % Total % ng Leg Total 141 3 0 144 4 9 0 13 3 192 0 195 352 130 4 0 134 3 2 0 5 6 149 0 155 294 145 3 0 148 4 6 0 10 10 158 0 179 336 177 4 0 181 4 4 0 8 10 140 0 150 339 rr f' 593 14 0 607 15 21 0 36 29 649 0 678 1321 f`LJI' 1297 20 1 1318 25 29 0 54 56 1371 0 1427 2799 99.4 1.5 0.1 46.3 53.7 0.0 3.9 96.1 0.0 46.3 0.7 0A 47.1 0.9 1.0 0.0 1.9 2.0 49.0 0.0 51.0 1397 76 1326 2799 Cars 1196 19 1 1216 23 26 0 49 52 1261 0 1313 2578 %Cars 92.2 95.0 100.0 92.3 92.0 89.7 0.0 90.7 92.9 92.0 0.0 92.0 92.1 Exiting Leg Total 1285 71 1222 2578 Heavy Vehicles 101 1 0 102 2 3 0 5 4 110 0 114 221 % Heavy Vehicles 7,8 5.0 0.0 7.7 8.0 10.3 0.0 9.3 7.1 8.0 0.0 8.0 2.9 Exiting Leg Total 112 5 104 221 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leff U-Turn Total Right Lek U-Tum I Total Right Thru I U-Turn TotaV Total 7:15 AM 167 1 1 169 1 2 0 3 7 200 0 207 379 730 AM 169 0 0 168 5 1 0 6 8 183 0 191 365 7:45 AM 204 4 0 2D8 3 1 0 4 9 193 0 202 414 8:00 AM 141 3 0 144 4 9 0 13 3 192 0 195 352 Total Volume 680 8 1 689 13 13 0 26 27 768 0 795 1510 % Approach Total 98.7 1.2 0.1 50.0 50.0 0.0 3.4 96.6 0.0 PHF 0.833 0.500 0.250 0.828 0.650 0.361 0.000 0.500 0.750 0.9110 0.000 0.960 0.912 Cars Cars % Heavy Vehicles Heavy Vehicles % Cars Enter Leg Heavy Enter Leg Fatal Entering Leg Can Exiting Leg Heavy Exiting Leg Totat Exiting Leg 625 7 1 633 12 11 0 23 27 705 0 732 1318 91.9 97.5 100.0 91.9 92.3 84.6 0.0 88.5 100.0 91.3 0.0 92.1 91.9 55 1 0 56 1 2 0 3 0 63 0 63 122 8.1 12.5 0.0 8,1 7.7 15A 0.0 11.5 0.0 8.2 0.0 7.9 8.1 625 7 1 633 12 11 0 23 27 7115 0 732 1398 55 1 0 56 1 2 0 3 0 63 0 63 122 680 8 1 6891 13 13 0 26 27 768 0 795 " M 718 34 636 1388 64 1 57 122 1510 7821 35 693 1� IPag PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Cade: TBA Count Date: Thursday, January 3, 2019 Start Time: 7.00 AM End Time: 9:00 AM Class: Station Avenue from North Thru Left U-Turn 7:00 AM 146 1 0 7ASAM 152 1 1 7:30 AM 153 0 0 7:45 AM 188 4 0 Total 639 6 1 8:00 AM 132 2 0 8:15AM 122 4 0 8:30 AM 133 3 0 8:45 AM i 170 4 0 Total 557 13 0 Grand Total 1196 19 Y Approach % I 98.4 3.6 0.1 Total% 46.4 0.7 0.0 ?S PRECISION D A T A 1NDu5TRILS,LLC Total 46 Morton Street Framingham.MA BUM Offt :508.875-Rtpt1 Fax:508-87"118 Emait tlatarequesh@pdilk.com Cars -Combined (Motorcycles, Cars, Ligh Stop & Shop south Driveway from East Right Left I U-Turn Total 147 0 4 0 154 1 1 0 153 4 1 0 192 3 1 0 6461 8 7 0 134 4 8 0 126 3 2 0 136 4 6 0 174 4 3 0 1216 47.2 Exiting Leg Total 1285 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 15 19 0 23 26 0 46.9 53.1 0.0 03 1.0 0.0 Station Avenue from South Right Thru U-Tum Total Total 3 136 0 139 290 7 190 0 197 353 8 169 0 177 335 9 176 0 185 381 27 671 0 6981 1359 3 170 0 173 319 5 13G 0 141 272 8 153 a 161 307 9 131 0 140 321 25 590 0 6151 1219 52 1261 0 1313 2578 4.0 96.0 0.0 2.0 48.9 0.0 50.9 1222 2578 7:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Total Thru Left I U-Turn Total R€ght Leh U.T.m I Total Right Thru U-Turn Total 7:15 AM 152 1 1 154 1 1 0 2 7 190 0 197 353 7:30 AM 153 0 0 153 4 1 0 5 8 169 0 177 335 7:45 AM 188 4 0 192 3 1 0 4 9 176 0 185 381 8:00 AM 132 2 0 134 4 8 0 12 3 270 0 173 319 Total volume 625 7 1 633 12 11 0 23 27 705 0 732 1388 %Approach Total 98.7 1.1 0.2 52.2 47.8 0.0 3.7 96.3 0.0 PHF 1 0.831 0.438 0.250 0.824 0.750 0,344 0.000 0,479 0,750 0.928 0.000 0.929 0.911 Entering Leg 625 7 1 I Exiling Leg Total 12 11 0 23 27 705 0 732 1388 34 636 1388 13681 2776 j Page 2 PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHS/ M. Baidy PRECISION T A Site Code: TBA INDUSTRIES,EIC Count Date: Thursday, January 3, 2019 46 Morton Street,Framingham,MA01702 OBtce:508-B75-0100 F-508-875-0118 1 Start Time: 7:00AM Email; daweclues gWiik.com End Time: 9:00 AM Class: Heavy Vehicles -Combined (Buses Single -Unit Trucks Articulated Trucks) Station Avenue Stop & Shop south Driveway Station Avenue , f from North from East from South Thru Leh U-Turn Total Right Leh U-Tum Total Right Th- tl-Tum Total Tptdi 7:00 AM 19 p 0 19 1 0 0 1 0 10 4 10 30 ��77 � 7:15 AM 15 0 0 15 0 1 0 1 0 10 0 10 26 7:30 AM 15 0 0 15 1 0 0 1 0 14 0 14 30 }r 7ASAM 1 16 0 0 16 0 0 0 0 0 17 0 17 33 Total 1 65 0 0 651 2 1 0 al 0 51 0 511 119 8:00 AM 9 1 0 10 0 1 0 1 0 22 0 22 33, 8:15 AM 8 0 0 8 0 0 0 0 1 13 a 14 22 8:30 AM 12 0 0 12 0 0 0 0 2 15 0 17 29 8:4.5AM 7 0 0 7 0 1 0 1 1 9 0 10 18 Total 36 1 0 37 0 2 0 2 4 59 0 63 102 Grand Total 101 1 0 102 2 3 0 5 4 110 0 114 221 Approach% 99.0 1.0 0.0 40.0 60.0 0.0 3.5 96.5 0.0 Total% 45.7 0.5 0.0 46.2 0.9 1.4 0.0 2.3 1.8 49.9 0.0 51.6 Exiting teg Total 112 5 104 2-0 21 Buses 27 1 0 28 0 0 0 0 1 20 0 21 49 %Buses 26.7 200.0 0.0 27.5 0.0 0.0 0.0 0.0 25.0 1&2 011 18.4 22.2 Exiting Leg Total 20 2 27 49 single -Unit Trucks 66 0 0 66 1 3 0 4 3 82 0 85 155 %single -Unit 65.3 0.0 0.0 64,7 50.0 100.0 0.0 80.0 75.0 74.5 010 74.6 70.1 Exiting Leg Total 1 831 31 69 155 Articulated Trucks 8 0 0 8 1 0 0 1 0 8 0 8 17 %Articulated 7.9 0.0 0.0 7.8 50.0 0.0 0.0 20.0 0.0 7.3 0.0 7.0 7.7 Exiting Leg Total 9 0 B 17 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I U-Turn Total Right Leh U.Turn I Total Right Thru I U.Tum Total Total 7:15 AM 15 0 0 15 0 1 0 1 0 10 0 10 26 7:30 AM 15 0 0 is 1 0 0 1 0 14 0 14 30 7:45 AM 16 0 0 16 0 0 .0 0 0 17 0 17 33 8:00 AM 1 9 1 0 10 0 1 0 1 0 22 0 22 33 Tota€ Volume 55 1 0 56 1 2 0 3 0 63 0 63 122 %Approach Total 9812 LB 0.0 33.3 66.7 0.0 0.0 100.0 0.0 Pi4F 0.859 0.250 0.000 0.875 0.250 0.500 0.000 0.750 0.000 0.716 0.000 0.716 0.924 Buses 13 1 0 14 0 0 0 0 0 13 0 13 27 Buses% 23.6 100.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 20.6 0.0 20.6 221 Single -Unit Trucks 34 0 0 34 1 2 0 3 0 45 0 45 82 Single -Unit% 61.B 0.0 0.0 60.7 100.0 100.0 0.0 100.0 0.0 71.4 0.0 71,4 67.2 Articulated Trucks 8 0 0 8 0 0 0 0 0 5 0 5 13 Articulated% 14.5 0.0 0.0 14.3 0.0 0.0 0.0 0.0 0.0 7.9 0.0 7.9 10.7 Buses 13 1 0 14 0 0 0 0 0 13 a 13 27 Single -Unit Trucks 34 0 0 34 1 2 0 3 0 45 0 45 82 Articulated Trucks 8 0 0 8 0 0 0 0 0 5 0 5 13 Total Entering leg 55 1 0 56 1 2 0 3 0 63 0 63 122 Buses 13 1 13 27 Single -Unit Trucks 46 0 36 82 Articulated Trucks 5 0 8 13 Total Exiting Leg 64 1 57 122 1rw+[ Paga PDI File M 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Saidy Site Code: TEM PRECISION D A T A INDUSTRIES, LLC Count Date: Thursday, January 3, 2019 4641rn on Street Fnmingham,MA W702 txhce:508-875-0100 Fax:50"75-0116 Start Time: 7:00 AM EmAAatarequean@pdilk.com End Time: 9:00 AM Class: Cars Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Leh I U-Turn I Total Right I Left I U-Tum I Total Right I Thru I U-Turn I Total Total 7:00 AM 110 1 0 111 0 1 0 1 3 101 0 104 216 7:15 AM 107 1 1 109 1 0 0 1 5 141 0 146 256 7:30 AM 119 0 0 119 3 1 0 4 8 126 0 134 2S7 7:45 AM 141 3 0 144 3 1 0 4 8 145 0 153 301 Total 477 5 1 4831 7 3 0 101 24 513 0 5371 1030 ` 8:00 AM 89 2 0 91 2 6 0 8 2 132 0 134 233 ` 8:15 AM 94 1 0 95 1 2 0 3 4 101 0 105 203 8:30 AM 101 3 0 104 4 4 0 8 5 113 0 118 230 8:45 AM 134 3 0 137 3 2 0 5 6 102 0 108 250 Total 1 418 9 0 427 10 14 0 24 17 448 0 465 916 Grand Total 895 14 1 910 17 17 0 34 41 961 0 1002 1946 Approach % 98A 1.5 0.1 50.0 50.0 0.0 4.1 95.9 0.0 Total% 46.0 0.7 0.1 4&8 0-9 0-9 0.0 1.7 2.1 49.4 0.0 51.5 Exiting Leg Total 979 55 912 1946 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I U-Turn Total Right I Left I U-Turn I Total Right Thru I U-Turn Total Total 7:15 AM 107 1 1 109 1 0 0 1 5 141 0 146 256 7:30 AM 119 0 0 119 3 1 0 4 8 126 0 134 257 7:45 AM 141 3 0 144 3 1 0 4 8 145 0 153 301 8:00 AM 89 2 0 91 2 6 0 8 2 132 0 134 233 Total Volume 456 6 1 463 9 8 0 17 23 544 0 567 1047 %Approach Total 99.5 1.3 0.2 52.9 47.1 0.0 4.1 95.9 0.0 PHr 0.809 0.500 0.250 0.804 0,750 0.333 0.000 0.531 0.719 0.938 0.000 0.926 0.970 Entering Leg I 456 6 1 463 Exiting Leg 1{ 554 Total 9 8 0 17 23 544 0 567 1047 -- _— 29 .,.. 464 1047 461 10311 2094 Page 4 PDI File #f: 186673 A Location: IN: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/M.Baidy PRECISION D A T A Site Cade: TBA INDUSTRIES,€€C Count Date: Thursday, January 3, 2019 46Mom. 5ireet,Fornl"ham,MA01702 Ot ":508.875-oto0 Fax:508-8754158 w Sta rt Ti me: 7:00 AM Emasl:dmarequemc pddlc.com End Time: 9:00 AM Class: Light Goods Vehicle 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Grand Total Approach % Total % Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-T.m Total Righ[ Left U-Tum Total Right Thru U-Turn Total Total 36 0 0 36 0 3 0 3 0 35 D 35 74 45 0 0 45 0 1 0 1 2 49 0 51 97 34 0 0 34 1 0 0 1 0 43 0 43 78 47 1 0 48 0 0 0 0 1 31 0 32 BO 162 1 0 1631 1 4 D 51 3 158 0 1611 329 43 0 0 43 2 2 0 4 1 38 0 39 86 0 28 3 0 31 2 0 0 2 1 35 0 36 69 32 0 0 32 0 2 0 2 3 40 0 43 77 36 1 0 37 1 1 0 2 3 29 0 32 71 139 4 0 143 5 5 D 10 8 142 0 15D 303 301 5 0 306 6 9 0 15 11 300 0 311 632 98.4 1.6 0.0 40.0 60.0 0.0 3.5 96.5 0.0 47.6 0.8 0.0 48.4 0.9 1.4 0.0 2.4 1.7 47.5 0.0 49.2 Exiting Leg Total I 306 16 310 632 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I U-7urn Total Right Left U-Tum I Total Right Thru I U-Turn Total Total 7:15 AM 45 0 0 45 0 1 0 1 2 49 0 51 97 7:30 AM 34 0 0 34 1 0 0 1 0 43 0 43 78 7:45 AM 47 1 0 48 0 0 0 0 1 31 0 32 80 8:00 AM 43 0 0 43 2 2 0 4 1 38 0 39 86 Total Volume 169 1 0 170 3 3 0 6 4 161 0 165 341 %Approach Total 99-4 0.6 0.0 50.0 50.0 0.0 2.4 97.6 0.0 RAF 0.899 0.250 0.000 0.895 0.375 0.375 0-000 0.375 0.500 0.821 0.000 0.809 0.879 Entering Leg Exiting Leg Total 169 1 D 1701 3 3 0 61 4 161 0 165I 333341 41 45 17211 334 ill 3371 682 fi82 a Pas PD! File #: 286673 A Location: IN: Station Avenue S: Station Avenue Location: E.- Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 7:00 AM End Time: 9.-00 AM Class: PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham.MA G1702 Oncce:50B-875-0100 Fax.50M?S-G118 Email: datarequemftdilk.com Buses 7:00 AM 7:15AM 7:30 AM 7:45AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Lek U-Turn Total Right Left U-Tum I Total Right Thru U-Tum I Total Total 7 0 0 7 6 0 0 - 6 1 0 0 1 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 5 0 S D 2 0 2 0 2 ❑ 2 10 11 3 7 Total 19 0 D 191 0 0 0 01 0 12 0 121 31 8:00 AM 1 1 0 8AS AM 1 0 0 8:30 AM 3 0 0 8:45AM 3 0 0 Total j 8 1 0 Grand Total 27 1 0 Approach% 96.4 3.6 0.0 Total % 55.1 2.0 0.0 I Fxiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 a 4 0 4 6 0 0 0 0 1 1 3 0 4 7 0 1 a 1 4 1 8 0 9 18 1 20 0 21 49 4.8 95.2 0.0 2.0 40.8 0.0 42.9 27 49 7:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Total Thru I Left I U-Turn Total Right Left I U-Tum I Total Hight Thru I U-Tum Total 7:00 AM 7 0 0 7 0 0 0 0 0 3 0 3 10 7:15AM 6 0 0 6 0 0 D 0 0 5 0 5 11 7:30AM 1 0 0 1 0 0 D 0 0 2 0 2 3 7:45 AM 5 0 0 5 0 0 0 0 0 2 0 2 7 Total volume 19 0 0 19 0 0 0 - 0 0 12 0 12 31 %Approach Total 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 PHF 0.679 0.000 D.000 0.679 O.00D 0.000 0.130 D 0.000 O.ODD 0.600 0.❑D0 0.600 0.705 Entering Leg 19 0 0 Exiting Leg 19I 0 0 0 12 0 12 0 12I 31 1911 31 311 62 Page 6 PDI File #: 1B6673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 7:00 AM End Time: 9:00 AM Class: Station Avenue from North Thru Leh U-Tum Total 7:00AM 12 0 0 12 7:15 AM 6 0 0 6 7:30 AM 11 0 0 11 7A5 AM 10 0 0 10 Total 39 0 0 39 8:OOAM 7 0 0 7 8:15AM 7 0 0 7 8:30AM 9 0 0 9 8:45AM 4 0 0 4 2 PRECISION D A T A INDUSTRIES, LLC 46 Morton Stree&Framirigham,MA01702 Olfice:508-875-0100 Fax:50&875-0778 Email datareQwsts@pd8k.com Single -Unit Trucks Stop & Shop south Driveway from East Right Lek I V-Turn Total 0 0 0 0 1 0 1 0 0 0 0 0 1 1 D 0 I 0 0 0 0 0 0 a 0 1 0 Total I 27 a 0 271 0 2 0 2 Grand Total 66 0 0 66 1 3 0 4 Approach % 100.0 0.0 0.0 25.0 75.0 0.0 Total% 42.6 0.0 0.0 42.6 0.6 1.9 0.0 2.6 Exiting Leg Totai 83 3 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: l_1 Station Avenue from South Righ[ Thry U�Turn Tutak Total 0 7 0 7 19 a 2 0 2 9 0 10 0 SO 22 0 15 0 15 25 0 34 0 341 75 0 18 0 18 26 1 11 0 12 19 1 11 0 12 21 1 8 0 9 14 ' J 3 48 0 51 80 IIIj444_!1! 3 82 0 85 155 3.5 96.5 0.0 1.9 52.9 010 54.8 69 155 7:30 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right I Lek I U-Tum I Total Right Thru U-Turn Total Total 7:30 AM 11 0 0 11 1 0 0 1 0 10 0 10 22 7:45 AM 10 0 0 10 0 0 0 0 0 15 0 15 25 8:00 AM 7 0 0 7 0 1 0 1 0 18 0 18 26 8:15AM 7 0 0 7 0 0 0 0 1 11 0 12 19 Totalvolume 35 0 0 35 1 1 0 2 1 54 a 55 92 %Approach Total 100.0 0.0 0.0 50.0 50.0 0.0 1.8 98.2 0.0 PHF 0.795 0.000 0.000 0.795 0.250 0.250 0.000 0.500 0.250 0.750 0.000 0.764 0.885 Entering Leg 35 0 0 35I 1 1 0 2 Exiting Leg 55 1 Total Li 1 54 0 55 92 { { 36 92 911 184 1� a a 9 Page 7 PDI File #: 186673 A Location: N: Station Avenue 5: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/M.Baidy PRECISION D A T A Site Code: TEA INDUSTRIESALC Count Date: Thursday, January 3, 2019 46 Mtor Sties, Framirgh—AA01702 Off'ice:508,875-0100 F-508-875-0116 Start Time: 7:00 AM Emae:datarequesuftdiliccom End Time: 9:00 AM Class: Articulated Trucks Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right Leff U-T. Right Thru U-Tum Total Total 7:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 1 7:15AM 3 0 0 3 0 0 0 0 0 3 0 3 6 7:30 AM 3 0 0 3 0 0 D D 0 2 0 2 5 7:45 AM 1 0 0 1 0 0 0 0 0 a 0 0 1 Total 7 0 0 71 1 0 0 11 0 5 0 51 13 8:00AM 1 0 0 1 0 0 0 0 0 0 0 0 1 9:15AM 0 0 0 D 0 0 0 0 0 2 0 2 2 8:30AM 0 0 0 0 0 0 0 0 0 1 0 1 1 8:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 0 0 1 0 0 0 0 0 3 0 3 4 Grand Total 8 0 0 6 1 0 0 1 0 8 0 8 17 approach% 100.a 0.0 G.0 100.0 0.0 0.0 0.0 100.0 0.0 i Total% 47.1 0.0 0.0 47.18 5.9 0.0 0.0 5.91 0.0 47.1 0.0 47.1 I Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 17 7:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Total Thru Left U-Turn Total Right Eeft I U-Tum I Total Right Thm U-Turn total 7:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 1 7:15AM 3 0 0 3 0 0 0 0 0 3 0 3 6 7:30AM 3 0 0 3 0 0 0 0 D 2 0 2 5 7:45 AM 1 0 0 1 0 0 0 0 0 0 0 0 1 Total Volume 7 0 0 7 1 0 0 1 0 5 0 5 13 %Approach Total 100.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 PHF 0.583 0.DD0 0.000 0.593 0.250 0.000 0.000 0.250 0.00D 0.417 0.000 0.417 0.542 Entering Leg 1 7 0 0 7 Exiting Leg 6 ITotal : r_.j i i i 1 0 0 0 5 0 5 13 7 13 121 26 Page 8 PDI File #7 186673 A Location: M Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baldly PRECISION D A T A Site Code: TBA iNDUSTWES,LLC Count Date: Thursday, January 3, 2019 45btw Street,Framiigham.MA03702 OHtce:508-875-Ot00 €-508-875-0118 Start Time: 7:00AM Email.dataceg0 m@pdikc.c End Time: 9:00 AM Class: Bicycles (on Roadway and Crosswalks) Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South — I cw-rr, I cw-ws I fax — I — I — I — I — I rug w. I — rn — TOtdl 7:00 AM 0 0 0 0 0 0 0 0 a 0 0 a D 0 a 0 0 0 a 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 7:30 AM o o o 0 0 0 ❑ 0 0 0 0 0 0 0 0 D o a D 7:45 AM 0 0 0 0 0 0 0 a 0 D o a 0 0 0 0 0 0 0 Total 0 0 0 0 0 01 0 0 0 0 0 01 a 0 0 0 0 01 0 8:00 AM o 0 a a 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a Total ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach% o.o 0,0 ao MO O.D on OLD 0.0 0.o 0'0 0.0 0.0 D.o 0.0 0.0 Total % o.0 0,0 00 00 0-0 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 oA 0.0 0.0 0.0 0.0 Exiting Leg Total 0 0 0 0 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South atn. r.n wr..n cw.sa cwaa say R. ,r.� urn.,, cx�wa cwra taa Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 7:15AM 0 a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 D 7:45 AM 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 a 0 o a Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Approach Total o.o 0.0 0,0 0o 00 OR o.o Do 0.0 O.o oA 0.0 O.o 0.0 o.o PHF o,000 O.00n o.onD O.Ooo COW coop O.OoO O000 o,000 o.o00 0.400 0.000 O.OW 0.000 0,o0o MOO o.o00 o.oaG oDw Entering Leg 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Exiting Leg ❑ 0 Total O PDI File #: 186673 A Location: N: Station Avenue 5: Station Avenue Location: E. Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/M.Baidy PRECISION D A T A Site Code: TBA IMDUSTrlIES,LLC Count Date: Thursday, January 3, 2019 46MtorlonStreeyFramingham,M1A01702 office:508-87S-0100 F-5084754118 Start Time: 7:OOAM Ema€I:dara equestt€pdilk.com End Time: 9:00 AM Class: Pedestrians Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South i.n -- I c 48 I --wa I 1w' yew I 11n I ." I cw.se I —.. .4. fro, Iran I - I - 1a Total 7:00AM 0 a 0 0 a 0 0 0 0 a 0 a 0 0 0 0 0 0 0 7:15AM 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 01 0 0 0 0 0 01 0 0 0 a 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 a 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tota 1 r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 of 0 0 0 0 0 0 0 0 0 0 0 al 0 Approach% 0 0 0 0 a j Tata€% 0 0 0 0 0 -- Exiting Leg Total Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: r1 a 0 0 0 0 I 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 7:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South 1m, - w- -- tw-we law - u 't'. I .. I '. I . a"k 1Tru 1F1vn -.- - 1-1 T21 7:00 AM 0 0 0 0 0 0 0 0 a 0 0 a 0 0 0 0 0 a 0 7:15AM 0 0 0 a 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7AS AM 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ac %Approh Total a0 00 0.0 0.0 00 0,0 0.0 0.0 0.0 0.0 GO 0.0 0.0 0.0 0.0 PHF 0.000 0000 0.000 0.000 O.OM 0,000 oom mom 0.000 0.000 O.ow 0,000 0.o00 0000 0.o00 0.000 0.000 OOW 0.000 Entering Leg 0 0 0 0 0 Exiting leg Total 0 0 0 0 0 0 0 0 0 0 Page 10 PDI File M 186673 A Location: IN: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 4.00 PM End Time! 6.00 PM Class: PRECISION D A T A INDUSTRIES, LLC 46 Mon.. Street, Framingham, MA 01702 OLRce:sDB-875-0100 Fax:508-87S-0118 Email: datasepuestseapdiilr.can Cars and Heavv Vehicles (Combined) 4:00 PM 4:15 PM 4:30 PM 4:45 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Leh I U-Turn I Total Right Lett I U-Tum I Total Right I Thru I U-Tom I Total Total 202 7 0 209 200 5 0 205 279 8 0 187 201 5 0 206 14 16 0 30 10 21 0 31 8 18 0 26 12 23 0 35 23 199 0 222 24 153 0 177 31 186 0 217 26 138 0 164 461 413 430 405 Total 782 25 0 8071 44 78 0 1221 104 676 0 7901 1709 5:00 PM 183 6 0 5:15 PM 377 10 0 5:30 PM 145 7 0 5:45 PM 142 S 0 Total 647 31 0 Grand Total 1429 56 0 Approach % 96.2 3.8 0.0 Total % 46.4 1.9 0.0 Exiting Leg Total Cars 1401 54 0 %Cars 98.0 96.4 0.0 Exiting Leg Total Heavy Vehicles 28 2 0 %Heavy Vehicles 2.0 3.6 0.0 Exiting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 5 19 0 24 22 152 14 22 0 36 26 151 8 14 0 22 16 93 11 19 0 30 27 91 38 74 0 1121 91 487 82 152 0 2341 195 1163 35.0 65.0 0.0 14.4 85.6 81 151 0 232 194 1122 98.8 99.3 0.0 991 99.5 96.5 249 1 1 0 2 1 41 1.2 0.7 0.0 0.9 0.5 3.5 U n 0 374 387 U 0 177 400 0 309 283 0 118 8 578 0 578 136366 0 1358 a077 0.0 0.0 44.1 1581 3077 0 1316 3003 0.0 96.9 97.6 1542 3003 0 2 74 0.0 3.1 2.4 29 74 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Lett I U-Tum Total Right Lek I U-Turn Total Right Thru U-Turn Tota3 Total 4:00 PM 202 7 0 209 14 16 0 30 23 199 0 222 461 4:15 PM 200 5 0 205 10 21 0 31 24 153 0 177 413 4:30 PM 179 8 0 187 8 18 0 26 31 186 0 217 430 4:45 PM 201 5 0 206 12 23 0 35 26 138 0 164 405 Total Volume 782 25 0 807 44 78 0 122 104 676 0 780 1709 % Approach Total 96.9 3,1 0.0 36.1 63.9 0.0 13.3 86.7 0.0 PHF 0.968 0.781 0.000 0.965 0.786 0.848 0.000 0.871 0.839 0.849 0.000 0:878 0.927 Cars 761 25 Cars % 97.3 100.0 Heavy Vehicles 21 0 Heavy Vehicles % 2.7 0.0 Cars Enter Leg 761 25 Heavy Enter Leg 21 0 Total Entering Leg 782 25 Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg 0 786 43 77 0.0 97.4 97.7 99.7 0 21 1 1 0.0 2.6 2.3 1.3 0 786 43 77 0 21 1 1 0 8071 44 78 0 1211 103 641 0.0 98.4 99.0 95.4 0 2 1 31 0.0 1.6 1.0 4.6 0 12111 103 641 0 2 1 31 0 0 748196.8 1654 0.0 95.9 96.8 0 32 55 0.0 4.1 3.2 0 71654 32 t-i 0 32 55 0 780 1709 838 1654 22 55 r�7 860 1749 a Pali PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/M.Baidy PRECISION D A T A Site Code: TBA INDUSTRIUS LLC Count Date: Thursday, January 3, 2019 46Moto SueetFr nJngham,MAU1702 Office:508-875_0100 f-50"75-0118 Start Time: 4.00 PM EmaiLdatarequemcapdilic.cnm End Time: 6:00 PM Class: Cars -Combined (Motorcycles, Cars, Light Goods) Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Tot.€ Right Left U-Tum Total Right Thru U-Tum Total Total 4:00 PM 193 7 0 200 14 16 0 30 23 192 0 235 445 4t15 PM 195 5 0 700 10 21 0 31 24 139 0 163 394 4:30 PM 174 8 0 182 7 18 0 25 30 177 0 207 414 4:45 PM 199 5 0 204 12 22 0 34 26 137 0 163 401 Total 761 25 0 7861 43 77 0 1201 103 645 0 7481 1654 5:00 PM 181 6 0 187 5 19 0 24 22 149 0 171 382 SAS PM 174 10 0 184 14 22 D 36 26 147 0 173 393 5:30 PM 144 5 0 149 8 14 0 22 16 90 0 106 277 5AS PM 141 8 0 149 11 19 0 30 27 91 0 118 297 Total I 640 29 0 brand Total I 1401 54 0 Approach % 96.3 3.7 0.0 Total % 46.7 1.8 0.0 �J Exiting Leg Total Peak Hour Analysis from 04:00 PM to O6:00 PM begins at: 38 74 0 1121 91 477 0 5681 1349 81 151 D 212 194 1122 0 1316 3003 34.9 65.1 0.0 14.7 85.3 0.0 2.7 5.0 0.0 7.7 6.5 37.4 0.0 43.8 15521 3003 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Left I U-Turn Total Right Lek I U-T., Total Right Thru I U-Turn Total Total 4:00 PM 193 7 0 200 14 16 0 30 23 192 0 215 445 4:15 PM 195 5 0 200 10 21 0 31 24 335 0 163 394 4:30 PM 174 8 0 182 7 18 0 25 30 177 0 207 414 4:45 PM 199 5 0 204 12 22 0 34 26 137 0 163 401 Total Volume 761 25 0 786 43 77 0 120 103 645 0 748 1654 % Approach Total 96.8 3.2 0.0 35.8 64.2 0.0 13.8 86.2 0.0 PHF 0.956 0.791 0.000 0.963 0.768 0.875 0.OD0 0.882 0.858 0,840 0.000 0.870 0.929 Entering Leg 761 25 0 786 1 Exiting Leg 689 43 77 0 t.. Tatar 1474 248 Y�J 103 645 0 7481 1654 838 1654 15861 3308 Page 2 PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy PRECISION D A T A Site Code: TBA INDUSTRIES, LLC Count Date: Thursday, January 3, 2019 46Morton Street.Fra Ingham. MA 0770z Ofhcez5na.1375.011)0 Fw50"75-0118 Start Time: 4:00 PM Email, dauuequests@pdblccom End Time: 6:00 PM Class: Heavy Vehicles -Combined (Buses, Single -Unit Trucks, Articulated Trucks) Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Tum Total Right Left I U-Tum Total Right Thru U-Tum I Total Total 4:00 PM 9 0 0 9 9 0 0 0 0 7 0 1 16 4:15PM 5 0 0 5 0 0 0 0 0 14 0 14 19 4:30 PM 5 0 0 5 1 0 0 1 1 9 0 10 16 4:45 PM 2 0 0 2 0 1 0 1 0 1 0 1 4 Total 21 0 0 211 1 1 a 21 1 31 0 321 55 5:00PM 2 0 0 2 0 0 0 0 0 3 a 3 5 5:15PM 3 0 0 3 0 0 0 0 0 4 0 4 7 5:30 PM 1 2 0 3 0 0 0 0 0 3 0 3 6 5:45 PM 1 0 0 1 0 0 0 0 0 0 a 0 1 Total 7 2 0 9 0 0 0 0 0 10 0 10 19 Grand7otai 28 2 0 30 1 1 0 2 1 41 0 42 74 Approach % 93.3 6.7 0.0 50.0 50.0 0.a 2.4 97.6 0.0 Total % 37.8 2.7 0.0 40.5 1.4 1.4 0.0 2.7 1.4 55A 0.0 56.8 Exiting Leg Total 42 Buses % Buses Exiting leg Total 7 25.0 2 300.0 0 U 9 30.0 21 0 0.0 0 0.0 0 0.0 0 0.0 2 0 0.0 21 51.2 0 0.0 21 50.0 7 30 40.5 30 Single -unit Trucks 21 0 0 21 0 1 0 1 1 19 0 20 42 %Single -unit 75.0 0.0 0.0 70.0 0.0 100.0 0.0 50.0 100.0 46.3 0.0 47.6 56.8 Exiting Leg Total 1 191 11 221 42 Articulated Trucks 0 0 0 0 1 0 0 1 0 1 0 1 2 %articulated 0.0 0.0 0.0 0.0 100.0 0.0 0.0 50.0 0.0 2.4 0.0 2.4 2,7 Exiting Leg Total 2 0 El 2 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East From South Total Thru I Lek I U-Tum Total Right Left I U-Tum I Total Right Thru I U-Turn Total 4:00 PM 9 0 0 9 0 0 0 0 0 7 0 7 16 4:15PM 5 0 0 5 0 0 0 0 0 14 0 14 19 4:30 PM 5 0 0 5 1 0 0 1 1 9 0 10 16 4:45 PM 2 0 0 2 0 1 0 1 0 1 0 1 4 Total Volume 21 0 0 21 1 1 0 2 1 31 0 32 55 %Approach Total 100.0 0.0 0.0 50.0 50.0 0.0 31 96.9 OA PHF 0.583 0.000 0.000 0.583 0.250 0.250 0.000 0.500 0.250 0.554 0.000 0.571 0.724 0 0 0 0 Buses 4 0 0 4 0 0 0 0 0 17 0 17 21 Buses% 19.0 0.0 0.0 19.0 0.0 0.0 0.0 0.0 0.0 54.8 0.0 53.1 38.2 Single -Unit Trucks 17 0 0 17 0 1 0 1 1 13 0 14 32 Single -Unit% 81.0 0.0 0.0 81.0 0.0 100.0 0.0 50.0 100.0 41.9 0.0 43.9 59.2 Articulated Trucks 0 0 0 0 1 0 0 1 0 1 0 1 2 U Articulated % 0.0 0.0 0.0 0.0 100.0 0.0 0.0 50.0 0.0 3.2 0.0 31 3.6 Buses 4 0 0 4 0 0 0 0 0 17 0 17 21 Single -Unit Trucks 17 0 0 17 0 1 0 1 1 13 0 14 32 AnicutateriTtucks 0 0 0 0 1 0 0 1 0 1 0 1 2 Total Entering Leg 23 0 0 21 1 1 0 2 1 31 0 32 55 Buses 17 0 4 21 Single -Unit Trucks 13 1 18 32 Articulated Trucks 2 0 0 2 Total Exiting Leg 32 1 22 55 Page •3 PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHS/ M. Saidy PRECISION Site Code: T6A D S T A INOUSTRIES,lLC Count Date: Thursday, January 3, 2019 46Mo SneeIFa inyham,MA0s702 Office:508-875-0100 Fa S06-8J5-oliB Start Time: 4:00 PM Emaa:datW"Ui us@pduir.*wn End Time: 6:00 PM Class: Cars Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right Left U-Tum Total Right Thm U.Tum Total Total 4:00 PM 154 6 0 160 11 14 0 25 20 151 0 171 356 4:15 PM 149 4 0 153 9 18 0 27 21 107 0 128 308 4:30 PM 126 5 0 131 3 12 0 15 25 136 0 161 307 4AS PM 1- 4 0 170 9 19 0 28 25 109 0 134 332 Total 595 19 0 6141 32 63 0 951 91 503 0 5941 1303 5:00 PM 155 6 0 161 5 17 0 22 20 121 a 141 324 5:15 PM 148 8 0 156 12 19 0 31 22 134 0 156 343 5:30 PM 125 5 0 130 5 13 0 i8 16 76 0 92 240 SAS PM 120 7 0 127 10 15 0 25 20 77 0 97 249 Total 548 26 0 574 32 64 0 96 78 408 0 486 1156 Grand Total 1143 45 a 1188 64 127 0 191 169 911 0 1090 2459 Approach % 96.2 3.8 0.0 33.5 66.5 0.0 15.6 84.4 0.0 Total% 46.5 1.8 0.0 48.3 2.6 5.2 0.0 7.8 6.9 37.0 0.0 43.9 Exiting Leg Total 975 214 1270 2459 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:30 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I U-Turn Total Right Left U-Tum I Total Right Thru U-Tum Total Total 4:30 PM 126 5 0 131 3 12 0 15 25 136 0 161 307 4:45 PM 166 4 0 170 9 19 0 28 25 109 0 134 332 5:00 PM 155 6 0 161 5 17 0 22 20 121 0 141 324 5:15 PM 148 8 0 156 12 19 0 31 22 134 0 156 343 Total Volume 595 23 0 618 29 67 0 96 92 500 0 592 1306 %Approach Total 96.3 3.7 0.0 30.2 69.8 0.0 15.5 84.5 0.0 PHF 0.896 0.719 0.000 0.909 0.604 0.882 0.000 0,774 0.920 0.919 0.000 0.919 0.952 Entering Leg 595 23 0 Exiting Leg Total 29 67 0 961 92 500 0 1921 1306 I15 662 1306 2111 12542612 Page 4 PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VH8/ M. 8aidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: PRECISION D A T A INDUSTRIES, LLC 46 Morton Street,F.Wngha .MA 01702 ORice:508-875-0100 far.5o-875-0118 Email, tlaearequeses�pdRfc.com Lieht Goods Vehicle 4:00 PM 4:15 PM 4:30 PM 4:45 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru I Left I U-Tura I Total Eight I Left I U-Turn I Total Right Thru I U-Tum i Total Total 39 1 0 40 46 1 0 47 48 3 0 51 33 1 0 34 3 2 0 5 1 3 0 4 4 6 0 10 3 3 0 6 3 40 0 43 3 32 0 35 5 41 0 46 1 28 0 29 88 86 107 59 Total 166 6 0 1721 11 14 0 251 32 141 0 1531 350 5:00 PM 26 0 0 2 5:15 PM 26 2 0 2 5:30 PM 19 0 0 1 5:45 PM 21 1 0 2 Total 92 3 0 9 Grand Total 259 9 0 26 Approach % 96.6 3.4 0.0 Total % 47.6 1.7 0.0 49. Exiting Leg Total 22 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 0 2 0 2 2 3 0 5 3 1 0 4 1 4 0 5 6 10 0 1 17 24 0 s 41.5 58.5 0.0 3.1 4A 0.0 7 n 0 2 28 0 30 58 U 4 12 0 16 49 0 14 0 14 37 7 14 0 21 48 13 68 0 81 192 0 25 209 0 234 542 10.7 89.3 0.0 {'l 4.6 38.6 0.0 43.2 'U! 282 542 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I U-Turn Total Right I Leh I U-Turn I Total Right I Thru U-Tum Total Total 4:00 PM 39 1 0 40 3 2 0 5 3 40 0 43 88 4:15 PM 46 1 0 47 1 3 0 4 3 32 0 35 86 4:30 PM 48 3 0 51 4 6 0 10 5 41 0 46 107 4A5 PM 33 1 0 34 3 3 0 6 1 28 0 29 69 Tutalvolume 1 166 6 0 172 11 14 0 25 12 141 0 253 350 %Approach Total 96.5 3.5 0.0 44.0 56.0 0.0 7.8 92.2 0.0 PHF 0.865 0.500 0.000 0.843 0,688 0.583 0.000 0.625 0.600 0.960 0.000 0.832 0.918 Entering Leg I 166 6 0 Exiting Leg Total L.i 11 14 0 25 12 141 0 153 350 1B 1801 350 �] 3331 700 `[Lj W 6� Paga 43 PDI File p: 286673 A Location: N: Station Avenue S: Station Avenue Loration: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 4.00 PM End Time: 6:00 PM Class: PRECISION D A T A INDUSTRIES, LLC 46 Morton Street Framingham. MAC 1702 Ofli-5013-975-DioO F-50"75-0118 Emall:dm—quest @Nilk.corn Buses 4:00 PM 4A5 PM 4:30 PM 4:45 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right teft U-Tum I Total Right Thru U-Turn Total Total 2 0 0 2 1 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 4 0 4 0 8 o s 0 5 0 5 0 0 0 0 6 9 5 1 Total 4 0 0 41 0 0 0 01 0 17 0 171 21 5:00 PM 0 0 0 0 0 0 0 5:15PM 2 0 0 2 o a 0 S:30 PM 0 2 0 2 0 0 0 5AS PM 1 0 0 1 0 0 0 Total 3 2 0 5 0 0 0 brand Total 7 2 0 9 0 0 0 Approach % 77.8 22.2 0.0 0.0 0.0 0.0 r Total% 23.3 6.7 0.0 30.0 0.0 0.0 0.0 - , ExRingteg Tota€ 21 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 0 0 0 0 3 0 0 1 a 0 o a 0 4 0 0 21 0 0.0 100.0 0.0 0.0 70.0 0.0 0 5 3 1 9 3o 30 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Total Thru Left I U-Turn Total Right Left I U-Tum Total Right Thru I U-Turn Total 4:00 PM 2 0 0 2 0 0 0 0 0 4 0 4 6 4:15 PM 1 0 0 1 0 0 0 0 0 8 0 8 9 4:30 PM 0 0 0 0 0 0 0 0 0 5 0 5 5 4:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 Total Volume 4 0 0 4 0 0 0 0 0 17 0 17 21 %Approach Total 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 PHF 0.500 0.0Oo 0.000 0.500 0.00o 0.000 0.000 0.000 O.00D 0.531 OD00 0.531 0.593 Entering Leg I 4 0 0 Exiting Leg Total LJ 0 0 0 0 0 17 0 17 21 0 4 21 0 211 42 Page 6 PDI File M 186673 A Location: N: Station Avenue 5: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHS/ M. Baldly Site Code: T6A Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: PRECISION D A T A €iJDUSTRIES, LLC 46 Wrton Street, Fram€ngham,MA 01702 offi-308-875-01oo Fax:50"75-0118 Email: dataaenuats@pdA€ccam Sinele-Unit Trucks 4:00PM 4:15PM 4:30 PM 4:45 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru left U-Turn I Total Right I Left I U-Turn I Total Right I Thru I tl-Tom I Total Total 7 0 0 7 4 0 0 4 5 0 0 5 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 3 0 5 a 5 1 4 0 s 0 1 0 15 10 9 10 3 Total 17 a 0 171 0 1 0 11 1 13 0 141 32 5:00PM 5:15PM 5:30 PM 5:45 PM 2 0 0 1 a o 1 0 0 0 0 0 2 1 1 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 2 0 0 0 0 0 3 1 2 0 5 2 3 0 Total 4 0 0 4 0 0 D D 0 6 0 6 10 kkkpLLL►►► 0 Grand Total 21 a 0 21 0 1 0 1 1 19 0 20 42 Approach% 100.0 0.0 0.0 0.0 100.0 0.0 5.0 95.0 0.0 Total% 50.0 0.0 0.0 50.0 0.0 2.4 0.0 2.4 2.4 45.2 0.0 47.6 Exiting Leg Total 19 1 22 42 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh I U-Turn Total Right Leff U-Tum Total Right Thru U-Tum Total Total 4:00PM 7 0 0 7 0 0 0 a 0 3 0 3 10 4:15PM 4 a a 4 a 0 0 D 0 5 0 5 9 4:30PM 5 0 0 5 0 0 0 0 1 4 0 5 10 4:45 PM 1 0 0 1 0 1 0 1 0 1 0 1 3 Total Volume 17 0 0 17 0 1 0 1 1 13 0 14 32 %Approach Total 100.0 0.0 0.0 0.0 100.0 0.0 7.1 92.9 0.0 PHr 0.607 0.000 0.000 0.607 0.000 0.250 0.000 0.250 0.250 0.650 0.000 0,700 0.800 Entering Leg I 17 0 0 171 0 1 0 Exiting Leg 13 1 13 0 PDI File #: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2019 Start Time: 4:00 PM End Time: 6:00 PM Class: Station Avenue from North Thru Lett U-Turn Total 4:00 PM 0 0 0 0 4:15PM 0 0 0 0 4:30 PM 0 a 0 0 4:45 PM 0 0 0 a I Total o 0 o a 5:00 PM 0 0 0 0 5:15PM 0 0 0 a 5:30 PM 0 0 0 0 5:45 PM 0 D D 0 Total 0 0 0 0 Grand Total 0 0 0 0 1, F� Approach % 0.0 0.0 0.0 i Total % 0.0 0.0 Exiting Leg Total 2 Peak Hour Analysis from D4:00 PM to 06;00 PM begins at: PSI PRECISION D A T A iNDi15TPJES, LLC 46 MwtoR itR t F-9ham,MA D17D2 ORi—Soa.e75'0100 Fw5m-07"lls Ema ii� datarequesK�pd clic.com Articulated Trucks Stop & Shop south Driveway from East Right Left U-T.. Totai 0 0 a " 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 100.0 0.0 0.0 50.0 0.0 0.0 Station Avenue from South Right €hru u-Turn Tota; D D D a 1 0 0 0 0 0 0 0 D 1 0 0 0 0 D 0 0 0 D D 0 0 0 0 0 0 0 1 D 0.0 100.0 0.0 0.0 50.0 0.0 Total D i 1 a 2 0 0 0 0 0 2 2 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru left U-Turn Total Right I Left I U-Turn I Total Right Mru U.Tum Tntai Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4;15 PM 0 0 0 0 0 0 0 0 D 1 0 1 1 4:30 PM 0 0 0 a 1 0 0 1 0 0 0 0 1 4:45 PM 0 0 0 0 0 a 0 0 D 0 0 0 0 Total Volume 0 0 0 0 1 0 0 1 0 1 0 1 2 % Approach Total 0.0 0.0 0.0 100.0 0.0 0.0 0.0 1D0.0 0.0 PHF 0.000 0.D00 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.250 0.000 0.250 0.500 1 Entering Leg I 0 0 0 Exit inT Leg Total 1.� J fl I� { I I- ,l _L 0 1 0 0 1 0 1 0 1 2 - 0 0 2 2 4 Page 8 PDI File#: 186673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Thursday, January 3, 2018 Start Time: 4:00 PM End Time: 6:00 PM Class: PRECISION D A T A iNDUSTMES, LLC 46 Mottnn Street Ftamingham,MA07702 oflice:50&07S010o Far_5oaS75-a118 Fanail' datarequestsPpollk.com Bicvcles !on Roadwav and Crosswalks] Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South ,— ,tea akM ,.,, - ,o.,� Total 4:00 PM 4:15PM 4:30 PM 4:45 PM o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 a 0 0 0 0 0 Tota 1 0 0 0 0 a 01 0 0 0 0 a 01 0 0 0 0 0 01 0 S:OO PM 0 0 0 0 0 5:15PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 0 0 0 Total o 0 0 0 0 Grand Totat 0 0 0 0 0 Approach % 0.0 0.0 0.o a.0 0.0 Total % 0.0 0.0 oa 0.0 n.o E-ning Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0,0 0.0 0.0 ox 0.0 o,a Ma 00 on 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 on no 0.0 o.o 0.0 4;00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South 7,.h ra.+ a�¢n v.n W� cwsa ,«,a ae* ,�„ nwws tidy Total 4;00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 a o 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 Total volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Approach Total o0 00 Ma Ma o.o a.o o.o o.o o.o o.o o.o o.o o.o o.o a.o PMF o.0o0 a.ow nano 0.00D anon nan0 0.0o0 Moan o.aaa 0.000 mono o.aaa oAao a.0oo aaoo O= o.aao 0.Oaa 70 Entering Leg 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Exiting Leg --- — -- -- 0 0 o PD1 File M 286673 A Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/M.Baldly PRECISION D A T A Site Code: TBA INDUSTMES,LLC Count Date: Thursday, January 3,2019 t6blomnStnm%Framiayham,AlAGl702 Olfk.:508.875.0100 Fax50"75-0118 Start Time: 4:00 PM E aiudalartquesrsfpdilk.com End Time: 6,00 PM Class: Pedestrians Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South l un I — I cw-Le I — I — » I L.n —, - 1,,,, I cw-wa led+ Total y 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fJ} 4:15 PM 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 a D D 0 0 0 0 0 0 0 0 0 0 D 4AS PM 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 a a Total o D D D D 01 o D D 0 ❑ 01 0 0 0 0 o a 0 ` 5:00PM 0 0 0 0 a 0 D 0 0 0 0 0 0 0 0 0 0 a 0 5:15PM o D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM 0 a 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 ❑ 0 5:45 PM 0 o 0 ❑ o 0 0 0 0 0 0 0 0 0 0 a 0 0 0 Total 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 a 0 0 D Grand Total 0 0 0 0 0 01 0 0 0 0 0 0 a 0 0 a 0 01 0 1 Approach % 0 0 0 0 0 `! Total% 0 0 ❑ 0 0 EAting Leg Total Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 4:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Leh µlr-. N/U CW.Wg Z Pi(!R Leh VTvn 7. [Wh6 Tool Ri,1R Thry LLl:m CW 'M CY:{B Twi Taial 4:00 PM o 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 4:15PM 0 0 0 0 a 0 a 0 0 o a 0 o a 0 0 a 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 4:45PM 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Approach Total o.o (.o oa Go Go Go 0.0 0.0 0o a0 I on 00 OA on 00 P"F 0.000 0.00o o.000 (LOGO 0.000 0.000 0.000 0.000 o.000 OAoo o.ow oowl o.ow 0000 o,ow G.000 o.000 unuo o.. Entering Leg I 0 0 0 0 0 EKliing Leg Total o a a o o al o o a 0 0 0 0 0 0 0 Page 10 PDI File tf: 186673 AAA Location: N: Station Avenue S. Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Saturday, January 5, 2019 Start Time: 11:00 AM End Time: 1:00 PM Class: 11:00 AM 11AS AM 11:30 AM 11:45 AM Total 12:00 PM 12:15 PM 12:30 PM 12:45 PM Total Grand Total Approach % Total % Exiting Leg Total Station Avenue from North Thru Left I U-Turn Total 126 4 0 136 5 0 134 4 ❑ 156 6 0 552 19 0 143 4 0 133 6 0 143 5 0 130 3 0 PRECISION D A T A INDUSTRIES LLC 46 Morton Street Framingham.1VA C1702 ofh-508.875-0100 Fax.508475-0118 Email: datarequemftdilk,corn Cars and Heavy Vehicles (Combine Stop & Shop south Driveway from East Right Left I U-Tum Total 7 18 0 4 13 0 5 23 0 7 17 0 23 71 0 15 22 0 8 16 0 5 12 0 7 10 0 549 18 0 5671 35 58 30.4 2.2 62 0 133 0 69.6 0.0 a D Station Avenue from South Right Thru U-Tum Total Total 18 166 0 184 339 �ry 14 27 155 0 182 340 21 149 0 170 336 28 140 0 168 354 94 610 0 7041 1369 17 130 0 147 331 23 125 0 148 313 21 119 0 140 305 14 110 0 124 274 75 494 0 559 1223 0 {r 169 1094 0 1263 2592 13.4 86.6 0.0 6.5 42.2 0.0 48.7 1234 2592 Cars 1078 36 0 1114 57 133 0 190 168 1079 0 1247 2551 %r-am 57.9 97.3 C.0 97.9 98.3 100.0 0.0 99.5 99.4 98.6 0.0 98.7 98A Exiting Leg Total 1136 204 1211 2551 Heavy Vehicles 23 1 0 24 1 0 0 3 1 15 0 16 41 % Heavy Vehicles 2.1 2.7 0.0 2.1 1.7 0.0 0.0 0.5 0.6 1.4 0.0 1.3 1.6 Exiling Leg Total 16 2 23 41 Peak Hour Analvsis from 11:00 AM to 01:00 PM heeins at: 11:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I U.Tum Total Right Left U-Tum I Total Right Thru U-Tum Total Total 11:00 AM 126 4 0 130 7 18 0 25 18 166 0 I84 339 11:15 AM 136 5 0 141 4 13 0 17 27 155 0 182 340 11:30 AM 134 4 0 13B 5 23 0 28 21 249 0 170 336 11:45 AM 156 6 0 162 7 17 0 24 28 140 0 168 354 Total Volume 552 19 0 571 23 71 0 94 94 610 0 704 1369 %Approach Total 96.7 3.3 0.0 24.5 75.5 0.0 13A 86.6 0.0 PHF 0.885 0.792 0.000 0.881 0.821 0.772 O.Goo 0.839 0.839 0.919 0.000 0.957 0.967 Cars Cars % Heavy Vehicles heavy Vehides % Cars Enter Leg Heavy Enter Leg rotal Entering Leg Cars Exiting Leg Heavy Exiting Leg Total Exiting Leg 545 18 0 98.7 94.7 0.0 7 1 0 1.3 5.3 0.0 545 18 0 7 1 0 563 23 71 98.6 100.0 100.0 8 0 0 1.4 0.0 0.0 563 23 71 9 0 0 5711 23 71 6211 6 633 n D 0 0 94 94 604 0 698 1355 0.0 100.0 100.0 99.0 0.0 99.1 99.0 0 0 0 6 0 6 14 0.0 0.0 0.0 1,0 0.0 0.9 1.0 D 94I 94 604 0 698 1355 0 0 0 6 0 6 14 0 94 112 1 113 94 610 0 704 1369 U 616 1355 7 14 r y 623 1369 9 g 1..i a Pagt PDI File #: 186673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/M.Baidy PRECISION D A T A Site Code: TBA INDusTWES LLC Count Date: Saturday, January 5, 2019 46MortonStree& Fram}nyham,MA01702 Offs-508-875-0100 Faz:50"75.0118 Start Time: 11:00 AM Email: datwNwstsc p&llc.com End Time: 1:00 PM j Class: Cars -Combined (Motorcycles, Cars, Light Goods) Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh I LI-Turn Total Right Lett V-Tum Total Right Thru I U-Turn Total Total 11:00 AM 126 4 0 130 7 18 0 25 18 165 0 183 338 11:15 AM 132 5 0 137 4 13 0 17 27 154 0 181 335 ' 11:30 AM 133 3 0 13fi 5 23 0 28 21 146 0 167 331 11:45 AM 154 6 0 160 7 17 0 24 28 139 0 167 351 Total 545 18 0 5631 23 71 0 941 94 604 0 6981 1355 12:00 PM 138 4 0 142 14 22 0 36 16 129 0 145 323 12:15 PM 130 6 0 136 8 18 0 26 23 120 0 143 305 12:30 PM 139 5 0 143 5 12 0 17 21 119 0 140 300 12:45 PM 127 3 0 130 7 10 0 17 14 207 0 121 268 Total 533 18 0 Grand Total 1078 36 0 Approach % 96.8 3.2 0.0 Total% 42.3 1.4 0.0 Exiting Leg Total Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 551 34 62 0 96 74 475 0 549 119E 1114 57 133 0 190 168 1079 0 1247 2551 30.0 70.0 0,o 13.5 86.5 0.0 43.7 2.2 5.2 0.0 7.4 6.6 42.3 0.0 49.9 1136 204 1211 2551 11:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru LA11-Turo Total Right Lek U-Turn Total Right Thru tl-Turn Total Total 11:D0 AM 126 4 0 130 7 18 0 25 18 165 0 183 338 1115 AM 132 5 0 137 4 13 0 17 27 154 0 181 335 11:30 AM 133 3 0 136 5 23 0 28 21 146 0 167 331 11:45 AM 154 6 0 160 7 17 0 24 28 139 0 167 351 Totalvolume 545 18 0 563 23 71 0 94 94 604 0 698 1355 %Approach Total 96.9 3.2 0.0 24.5 75.5 0.0 13.5 86.5 0.0 P"F 0.885 0.750 0.000 0.880 0.821 0.772 0.000 0.839 0.839 0.915 0.000 0.954 0.965 Entering Leg 545 18 0 Exiting Leg ' Total I „I 5631 23 71 0 94 604 0 696 1355 616 1155 13141 2710 Page 2 PDI File #: 186673 AAA Location: N: Station Avenue S. Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy PRECISION D A T A Site Code: TBA INDUSTRIES, LLC Count Date: Saturday,Jan5 2019 46rtor,StreeLFramingham.MA01702 January r Vooffi-5011.1375 D100 Far SOB-M-0118 Start Time: 11:00 AM t ma�da+a equesrs@pdulr.eom End Time: 1:00 PM Class: Heavy Vehicles -Combined (Buses, Single -Unit Trucks, Articulated Trucks) 11:00 AM 11:15 AM 11:30 AM 11:45 AM Total 12:00 PM 12:15 PM 12:30 PM 12:45 PM Total Grand Total Approach % Total % Exiting Leg Total Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Lek V-Turn Total Right Left U-Tum Total Right Thru U-Tum Total Total 0 0 0 0 0 0 0 0 0 1 a 1 1 4 0 0 4 0 0 a 0 0 1 0 1 5 1 1 a 2 0 0 0 a 0 3 0 3 5 4.1 2 0 a 2 0 0 0 0 0 1 0 1 3 7 1 0 81 0 0 a 01 0 6 0 61 14 5 0 0 5 1 0 a 1 1 1 0 2 8 3 a 0 3 0 0 0 0 D 5 0 5 8 - 5 0 0 5 0 0 0 0 0 0 0 0 5 3 0 0 3 0 0 0 0 0 3 0 3 6 %( 16 a 0 16 1 0 0 1 1 9 0 10 27 23 1 0 24 1 0 0 1 1 15 0 16 41 95.8 4.2 0.0 100.0 0.0 0.0 6.3 93.8 0.0 56.1 2.4 0.0 58.5 2.4 0.0 0.0 2.4 2.4 36.6 0.0 39.0 16 2 23 41 Buses 2 0 0 2 0 0 0 0 0 2 0 2 4 % Buses 8,7 0.0 0.0 9.3 0.0 0.0 0.0 0.0 0.0 13.3 0.0 12.5 9.9 Exiting Leg Total 2 0 2 4 single -Unit Trucks 20 1 0 21 1 0 0 1 3 13 0 14 36 %Single -unit 87-0 100.0 0.0 87,5 100.0 0.0 a.0 100.0 100.0 86.7 0.0 97.5 87.8 Exiting Leg Total 141 21 201 36 Articulated Trucks 1 0 0 1 0 0 0 0 0 0 0 0 1 % Artlsulated 4.3 0.0 0.0 4.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.4 Exiting €eg Total 0 0 1 1 Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 12:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Total Thru I Lek I U-T.. Total Right Left I U-Tum Total Right Thru U-Trim Total 12:00 PM 5 0 0 5 1 0 0 1 1 1 0 2 8 12:15PM 3 0 0 3 0 0 0 0 0 5 0 5 8 12:30 PM 5 0 0 5 0 0 0 0 0 0 0 0 5 12:45 PM 3 0 0 3 0 0 0 0 0 3 0 3 6 TotalVolume 16 0 0 16 1 0 0 1 1 9 0 10 27 %Approach Total 100.0 0.0 0.0 100.0 0.0 0.0 10.0 90.0 0.0 PHF 0.800 0.000 0.000 a.800 0.250 0.000 0.000 0.250 0.250 0.450 0.000 0.5a0 0.844 Buses Buses % Single-Untt Trucks Single -Unit % Articulated Trucks Articulated % buses single -Unit Trucks Articulated Trucks Total Entering Leg Buses Single -Unit Trucks Articulated Trucks Total Exiting Leg 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15 0 0 15 1 0 0 1 1 9 a 10 r--� 26 f 93.8 0.0 0.0 93.8 100.0 0.0 0.0 100.0 100.0 100.0 0.0 100.0 96.3 1 0 0 1 0 0 a - 0 0 0 0 0 1 6.3 0.0 0.0 6.3 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.0 3.7 0 0 0 0 0 0 0 0 0 D 0 a 0 15 0 0 15 1 0 0 1 1 9 0 10 26 1 0 0 1 0 0 0 0 0 D 0 0 1 16 0 0 16 1 0 0 1 1 9 0 10 27 0 0 0 0 10 1 15 26 0 0 1 1 10 1 161 27 J3 PDI file #: 186673 AAA Location: N. Station Avenue S: Station Avenue Location: E. Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Saturday, January 5, 2019 Start Time: 11:00 AM End Time: 1:00 PM Class: PRECISION D A T A INDUSTRIES, LLC 46 Mwmn Street rramir"m, MA o1702 OFIirn:508-1175-n100 Fax:50"75-131 IS Email: daarequemftdilk.00m Cars 11:00 AM 11:15 AM 11:30 AM 11:45 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left I U-Turn Total Right I Left I U-Tum I Total Right Thru I U-Tura Total Total 99 4 0 103 104 5 0 109 103 3 0 106 122 5 0 127 5 14 0 19 3 11 0 14 3 21 0 24 7 14 0 21 13 137 0 150 23 129 0 152 19 118 0 137 26 114 0 140 272 275 267 288 Total 428 17 0 "51 16 60 0 781 81 498 0 5791 1102 12:00 PM 104 2 0 12:15 PM 99 5 0 12:30 PM 107 5 0 } 12:45 PM 103 3 0 Ii Total i 413 15 0 Grand Total 941 32 0 Approach % 96.3 3.7 0.0 Total% 41.3 1.6 0.0 lh Exiling Leg Total Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 13 20 0 33 9 95 0 104 243 7 13 0 20 17 93 0 110 234 3 12 0 15 19 88 0 107 234 6 9 0 15 13 89 0 102 223 29 54 0 83 58 365 0 423 934 47 114 0 161 139 863 0 1002 2036 29.2 70.8 0.0 13.9 86.1 0,0 2.3 5.6 0.0 7.9 6.8 42.4 0A 49.2 171 955 2036 11:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Lek I tl-Turn 7a1 Right Lek I U-Turn I Total Right I Thru I U-Tvrn Total Total 11:00 AM 99 4 0 103 5 14 0 19 13 137 0 150 272 11:15 AM 104 5 0 109 3 11 0 14 23 129 0 152 275 1130 AM 103 3 0 106 3 21 0 24 39 118 0 137 267 11:45 AM 122 5 0 127 7 14 a 21 26 114 0 140 288 Total Volume 428 17 0 445 18 60 0 78 81 498 0 579 1102 %Approach Total 96.2 3.8 0.0 23.1 76A 0.0 14.0 86.0 0.0 pHr 0.877 0.850 0.000 0.876 0.643 0.714 0.000 0.813 0.779 0.909 0.000 0.952 0.957 Entering Leg I 428 17 0 445 Exiting Leg 5I6 Total 18 60 0 781 81 498 0 98 176 1102 1102 2204 Page 4 PDI File #: 186673 AAA Location: N: Station Avenue 5: Station Avenue Location: E: Stop & Shop south driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code, TBA Count Date: Saturday, January 5,2019 Start Time: 11:00 AM End Time: 1:00 PM Class: Station Avenue from North Thru Left I U-Turn Total 11:00 AM 27 0 0 27 11:15 AM 28 0 0 28 11:30 AM 30 b 0 30 11:45 AM 32 1 0 33 Total 117 1 0 118 12:00 PM 34 2 0 36 12:15 PM 31 1 0 32 12:30 PM 31 0 0 31 12AS PM 24 0 0 24 PRECISION D A T A INDUSTRIES, LLC 46 Ma Street FranUnghM,MA 01702 ONice:508-875-0100 F-508-875-0118 Email: datan,quesc 01AIlk.com Light Goods Vehicle Stop & Shop south Driveway from East Righi left I U-Turn Total 2 4 0 6 1 2 0 3 2 2 0 4 0 3 0 3 5 1t 0 16 1 2 0 3 1 5 0 6 2 0 0 2 1 1 0 2 Total I 120 3 0 1231 5 8 b Grand Total 237 4 0 241I 10 19 0 Approach % 98.3 I 1.7 0.0 34.5 65.5 0.0 Total% 46.1 0.8 0.0 46.9 1.9 3.7 0.0 Exiting Leg Total Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: Station Avenue from South Right I Thru Udurn Total Total 5 28 0 33 66 4 25 0 29 60 2 28 0 30 64 2 25 0 27 63 13 106 0 1191 253 6 34 0 40 79 6 27 0 33 71 2 31 0 33 66 1 18 0 19 45 15 110 0 125 261 28 216 0 244 514 1.. 0.0 5.4 42A2.0 0.0 47.5 256 514 11:45 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Total Thru I Left I U-Turn Total Right Left U-Turn I Total Right I Thru I U-Tum Total 11:45 AM 32 1 0 33 0 3 0 3 2 25 0 27 63 12:00 PM 34 2 0 36 1 2 0 3 6 34 0 40 79 12:15 PM 31 1 0 32 1 5 0 6 6 27 0 33 71 12:30 PM 31 0 0 31 2 0 0 2 2 31 0 33 66 Total Volume 128 4 0 132 4 10 0 14 16 117 0 133 279 %Approach Trnal 97.0 3.0 0.0 28.6 71.4 0.0 12.0 88.0 0.0 PW 0.941 0.500 0.000 0.917 0.500 0.500 0.000 0.583 0.667 0.860 0.000 0.831 0.883 Entersng leg I 128 4 0 132I 4 10 0 Fyitdng Leg 121 Total 253 U 0 Q 16 117 0 1331 279 238 279 271 271 558 Paga P01 File #: 186673 AAA Location: N. Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHS/ M. Baidy Site Code: TBA Count Date: Saturday, January 5,2019 Start Time: 11:00 AM End Time: 1:00 PM Class: Station Avenue from North Thrs Left U-Turn Total 11:00AM 0 0 0 0 11:15 AM 1 0 0 1 11:30 AM 1 0 0 1 11:4S AM a 0 0 0 - Total 2 0 0 2 12:00 PM 0 0 0 0 12:15PM 0 a 0 0 12:30 PM 0 0 0 0 12:45 PM 0 0 0 0 Total 0 0 0 0 Grand Total 2 a 0 2 Approach % 100.0 0.0 0.0 Total% 50.0 0.0 0.0 50.0 PRECISION D A T A INDUSTRIES, LLC ab Morton Street' Framingham, MA 01702 Offi—S08-875-0100 Foe S08-M75-0118 Email: Ealarequeus�pd iticcom Buses Stop & Shop south Driveway Station Avenue from East from South Left U-Turn Total Right Thru U.Tum Total Total 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 01 0 2 0 21 4 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 a o 0 0 0 0 fl 0 2 0 2 4 0.0 0.0 a.0 0.0 10a.0 0.0 0.0 0.0 010 0.0 0.0 50.0 0.0 50.0 Exiting Leg Total 2 0 2 4 Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 11:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Total Thru Leh I U-Turn Total Right Lefr I U.T.m Total Right Thru I U-Tum Total 11:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 1 11:15AM 1 0 0 1 0 0 0 0 0 a 0 0 1 11:30AM 1 0 0 1 0 0 0 0 0 1 0 1 2 11:45 AM 0 0 a 0 0 a 0 a 0 a o 0 0 Total volume 2 0 0 2 0 a 0 0 0 2 0 2 4 %Approach Total 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 PHF 0.500 0.000 0.000 0.500 0.000 0.000 0.000 0,000 0.000 0.500 0.000 0.500 0.500 Entering Leg I 2 0 0 Exiting Leg Total r I i 0 0 0 a 0 2 0 z 4 0 2 4 41 8 Page 6 PD1 File #i: 186673 AAA Location: N: Station Avenue S: Station Avenue Location; E, Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Cade: TBA Count Date: Saturday, January 5, 2019 StartTime: 11.00 AM End Time: 1:00 PM Class: 11:00 AM 11:15 AM 11:30 AM 11:45 AM Total 12:00 PM 12:15 PM 12:30 PM 12:45 PM Total Grand Total Approach % Total % Station Avenue from North Thru Left I U-Turn Total 0 0 0 3 0 0 0 1 0 2 0 0 5 1 0 4 0 0 3 0 0 5 0 0 3 0 0 Exiting Leg Total Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: RS, PRECISION D A T A INDUSTRIES, LLC 4r> Morton Street, Framl gham,MAR17R2 Offire:SOR-875-moo F- Soe-M-0118 Emaadatarequests�pdi€Iccom Single -Unit Trucks Stop & Shop south Driveway from East Righr !eft U-Tum Total 0 0 0 0 0 0 0 a 0 0 0 0 a o 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 n Station Avenue from South Right Thru I U-Tum Total Total 0 0 0 0 0 0 1 0 1 4 0 2 0 2 3 0 1 0 1 3 0 4 0 41 10 1 1 0 2 7 0 5 0 5 8 0 0 0 0 5 0 0 3 6 9 ] 1 9 0 10 26 Jlj 1 13 0 14 36 7.1 92.9 0.0 2.8 36.1 0.0 38.9 20 36 12:00 PM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South 1hru Leh U-Turn Total Right Left I U-Tum Total Right Thru I U-Tum Total Total 12:00 PM 4 0 0 4 1 0 0 1 1 1 0 2 7 12:15PM 3 0 0 3 0 0 0 0 0 5 0 5 8 12:30 PM 5 0 0 5 0 0 0 0 0 0 0 0 5 12:45 PM 3 0 0 3 0 0 0 0 0 3 0 3 6 Totalvolume 15 0 0 15 1 0 0 1 1 9 0 10 26 % Approach Total 100.0 0.0 0.0 100.0 0.0 0.0 10.0 90.0 0.0 PHF 0.750 0.000 0.000 0.750 0.250 0.000 0.000 0.250 0.250 0.450 0.000 0.500 0.813 Entering Leg I 15 0 0 Exiting Leg Total 1 0 0 1 1 2 U a Q 1 9 0 101 15 26 is is 251 52 0 a 0 a 0 is 0 0 151 1 0 20 1 0 21 1 0 95.2 4.8 0.0 100.0 0.0 55.6 2.8 0.0 58.3 2.8 0.0 Page. i7 PDI File #: 286673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA 2 Client: VHB/M.Saidy PRECISION Site Code: TBA D A T A INDUSTRIES, LLC Count Date: Saturday, January 5, 2019 46motonStreetFramingham.MA01702 Office:5W875-0100 Far.508-87"1 i8 Start Time: 11.00 AM Tma4datareq eus�p Nk.com End Time: 1:00 PM Class: Articulated Trucks Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Left U-Turn Total Right Left U-Tum Total Right Thru USum Tatai Total 11:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 Q 0 0 0 0 0 0 0 11A5 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total o a 0 01 0 0 0 01 0 0 0 01 0 1 12:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 I 12:15PM 0 0 0 0 0 0 0 Q 0 0 0 0 0 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 0 0 1 0 0 0 0 0 0 0 0 1 Grand Total 1 0 0 1 0 0 0 0 0 0 0 0 1 Approach % 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total % 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Exiting Leg Total Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: 1 11:15 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Thru Leh U-Turn Total Right Left I U-Turn I Total Right Thru I U-Tum Total Total 11:15AM 0 0 0 0 0 0 0 0 0 0 0 Q Q 11:30 AM Q 0 0 0 0 0 0 0 0 0 0 0 0 11:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00PM 1 0 0 1 0 0 0 0 0 0 0 0 1 Totalvalume 1 Q 0 1 0 0 0 0 0 0 0 0 1 %Approach Total 300.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PHF 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 Entefing Leg 1 0 0 1 0 0 0 0 D 0 0 0 1 Exiting Leg 0 0 1 I Total 1 01 11 2 L-� i-.-� �-+ Page 8 PDI File #: 186673 AAA Location; N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/M.Baidy PRECISION D A T A Site Code: TBA INDUSTRiESALC Count Date: Saturday, January 5, 2019 46 Morton Scree; Framingham. MA 01702 of —508-875 0100 F-50"75-0118 Start Time- 11.00AM Email: dataiequemftcl'llic.mm End Time: 1:00 PM Class: Bicycles (on Roadway and Crosswalks) Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South ±m. un uaw,cw{e cw_we ta, rrpm t.n urvn cw-ss mom ta.i wK :w, ur.m m-•.a F6 1 � w Total �"�j 11:00 AM 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 11:15AM 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 1{�' 11:30 AM 0 0 0 a 0 a 0 0 0 0 0 0 0 0 a 0 0 0 0 11:45 AM 0 0 0 0 0 o 0 a 0 a o 0 0 0 0 0 0 0 0 Total 0 0 0 a 0 01 0 0 o 0 o 01 a 0 0 0 0 0 0 12:00PM o 0 o a o a D 0 a a 0 a 0 0 0 0 0 0 0 12:15PM 0 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 0 12:30PM 0 0 0 0 o a D 0 0 a o a 0 0 0 0 0 0 0 12:45PM 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 Total I 0 0 0 0 0 Grand Total 0 0 0 0 0 Approach% no 00 on 00 00 Total% 0.0 0.0 0.0 0.0 0A Exiting Leg Total Peak Hour Analysis from 11:00 AM to 01!00 PM begins at: 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 o a 0 0 0 0 0 0 0 0 0 0.0 OLD 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0u 0.0 00 0.0 00 0.0 00 0-0 00 00 00 0.0 00 0 0 0 11:00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South itiv t.n "— . cai-wm Tow — I -- T- wy • Tu Total 11:00 AM 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11;15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 11:30 AAA 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Approach Total 0.0 o.o 0.o 0.0 13.0 0.0 O0 0-0 OA 00 o-0 o0 0A o0 no PHF o.D00 0.wo 0.000 omo O.Ooo otoo 0.0w 0ODD DOW 0.0n0 OAOO DOW O.000 now 0.ono 0.000 0.ow ooOD o.o00 Entering Leg I 0 0 0 a 0 01 0 0 0 0 Exiting Leg 0 D a 0 o al a o a o 0 0l o ^ o a a jug 01 01 0 D D D D 0 0 Pagl PDI file #: 186673 AAA Location: N: Station Avenue S: Station Avenue Location: E: Stop & Shop south Driveway City, State: Yarmouth, MA Client: VHB/ M. Baidy Site Code: TBA Count Date: Saturday, January 5, 2D19 Start Time: 11:00 AM End Time: 1:00 PM Class: Station Avenue from North itru uh e.� twf8 LM`M8 TMY 11:00 AM 0 0 0 0 0 11:15AM 0 0 0 0 a 11:30AM 0 0 0 0 0 11:45 AM o 0 0 0 0 1 Total 0 0 0 0 a 12:00PM 0 0 0 0 0 12:15PM 0 0 0 0 0 12:30 PM 0 0 0 0 0 12A5 PM 0 0 0 a 0 Total 0 0 0 0 0 Grand Total 0 0 0 0 0 Approach % 0 0 0 0 0 Total % 0 0 0 0 0 Ftiting Leg Total i Peak Hour Analysis from 11:00 AM to 01:00 PM begins at: PRECISION D A T A INDUSTRiES,LLC 46 morton Street Framengham,MA 01702 Otfice:508-875-0700 rar.508-875-0118 Emaitclater"uesuclVdtllu m Pedestrians Stop & Shop south Driveway Station Avenue from East from South RIa!R LM[ - LW-SB -- - - _ LL,sn [W-Wg CW EB Tow Totai 0 0 0 0 1 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 1 11 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 0 0 0 0 100 0 0 0 0 a 0 0 0 0 100 100 0 0 0 0 0 0 1 0 1 11;00 AM Station Avenue Stop & Shop south Driveway Station Avenue from North from East from South Ttiv lep ul— cwra CwWB Tow Z" 7 µion Car-y ry . Tool Ily!R I 1Mr LLlvn I CWWa LlV{8 SttY Total 11:00 AM 0 0 0 0 0 a 0 0 0 0 1 1 0 0 0 0 0 0 1 11:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 11:45 AM 0 0 0 a 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 Totalvolume 0 a 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 %Approach Total 00 0.0 Mo 0-0 0.0 0o 0.0 0.0 0.0 moo 0,0 0.0 0.0 0.0 0.0 PHr 0.000 0.000 0.000 D.Wo mom 0_noo ODW 0.000 0.000 0.000 0.250 0.250 0.000 0.000 o.om n.nno 0.000 0.000 0.250 Entering Leg 0 0 0 0 0 Exiling leg Total 0 0 0 0 1 1I 0 0 a 0 a 1 2 Page 10 Traffic Impact and Access Study — Seasons Corner Market hb Existing Intersection Lane Geometry and Control Q1 G1 Q O w w AL'AAaArfp doyS 7 dO)G Traffic Impact and Access Study —Seasons Corner Market vhb Seasonal Adjustment Factors a 2011* 2010 2009 2008 2007 2006 2005 2004 2003 2002 2001 2000 1999 1998 1997 1996 1995 1994 1993 1992 1991 1990 1989 1988 1987 1986 1985 1984 1983 Table 5: Monthly Adjustment Factors for Cape Cod ...... .......... ......... .. Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1.26 1.25 1.20 1.06 0.96 0.89 0.76 0.76 0.92 0.99 1.08 1.14 1.26 1.25 1.19 1.08 0.95 0.88 0.77 0.76 0.93 1.00 1.08 1.15 1.26 1.25 1.19 1.08 0,95 0,88 0.77 0.76 0.93 1.00 1.08 1.15 1.21 1.25 1.19 1.08 0.96 0.89 0.78 0.76 0.93 1.00 1.07 1.14 1.25 1.21 1.17 1.06 0.96 0.86 0.78 0.79 0.93 1.00 1.08 1.14 1.26 1.20 1.18 1.04 0.96 0.86 0.78 0.79 0.93 0.99 1.07 1.12 1.27 1.23 1.18 1.06 0.96 0.85 0.77 0.78 0.93 0.99 1.08 1.15 1.27 1.23 1.18 1.06 0.96 0.85 0.77 0.78 0.93 0.99 1.06 1.15 1.29 1.23 1.16 1.06 0.99 0.87 0.79 0.77 0.95 0.99 1.07 1.14 1.30 1.24 1.16 1.06 0.98 0.86 0.79 0.78 0.93 0.97 LOB 1.14 1.34 1.27 1.18 1.06 0.97 0.86 0.78 0.78 0.94 0.97 1.08 1.13 1.37 1.28 1.20 1.07 0.96 0.87 0.77 0.78 0,93 0.97 1.09 1.14 1.37 1.29 1.23 1.09 0.96 0.87 0.76 0.77 0.94 0.99 1.10 1.15 1.39 1.27 1.23 1.11 0.95 0.87 0.76 0.76 0.93 0.99 1.10 1.16 1.38 1.29 1.22 1.10 0.96 0.86 0.76 0.75 0.92 0.99 1.10 1.19 1.41 1.30 1.22 1.07 0.96 0.86 0.75 0.75 0.91 0.99 1.10 1.19 1.36 1.33 1.24 1.07 0.97 0.86 0.75 0.75 0.90 0.99 1.10 1.19 1.35 1.31 1.25 1.06 0.93 0.86 0.73 0.74 0.89 0,97 1.09 1.15 1.35 1.30 1.24 1.07 0.92 0.85 0.75 0.75 0.90 0.99 1.10 1.17 1.37 1.32 1.29 1.08 0.94 0.87 0.75 0.76 0.90 1.01 1.14 1.21 1.39 1.30 1.22 1.08 0.94 0.87 0.76 0.77 0.95 1.02 1.12 1.20 1.31 1.26 1.16 1.06 0.96 0.85 0.73 0.74 0.94 0.99 1.10 1.22 1.37 1.38 1.25 1.13 0.99 0.89 0.72 0.73 0.94 1.03 1.15 1.17 1.38 1.30 1.21 1.10 0.99 0.83 0.72 0.73 0.91 1.02 1.11 1.15 1.40 1.39 1.23 1.10 0.94 0.85 0.71 0.73 0.96 1.02 1.18 1.25 1.35 1.31 1.21 1.09 1.05 0.84 0.73 0.75 0.96 1.04 1.17 1.22 1.31 1.26 1.17 1.07 0.96 0.92 0.84 0.83 0.97 0.97 1.14 1.16 1.55 1.36 1.46 1.12 1.03 0.85 0.73 0.73 0.94 1.07 1.14 1.24 1.53 1.51 1.30 1.15 0.98 0.82 0.65 0.66 0.87 1.07 1.23 1.30 Source: Massachusetts Highway Department / Mass DOT *2011 is the last year that MassDOT has supplied monthly adjustment factors 2017 Traffic Counting Report APE C CC3>3 COMMISSION Page 17 a 11 IN 0 4 Traffic Impact and Access Study -Seasons Corner Market '�►hb Sight Distance Analyses N O L C L v o ai O � V B& Q s 1 n a P b y u m 0 M v = � my m my g c v; o u N TJ L .SC V qN qNq V U V V V V P —j Cyp1. d O 555 Q u > O 14 Syr j�L+i a. 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P £ m ro O` �" 9£ tl• M M N N N N N phi a o E _� a E O '3-y- � � INIpp 1N1QQ INp ly6 1Hqp N �Np =1 V a � a '� 3 .0 M sua N m :2 t2 4 ul ti v C Vi b s F O � � d V O -p_q4 Np_❑ � � 6 p�p $ ° g a u c c a in C «fii o m a �qi m'� � z vmi z i o terns p c ai 4 4 b b yy c W u Si a E a o a s Y � Y �R� 2 Is m o 0 0 19 `�'f. 5 a Q Q O T N N iii H •� N E y G Z o 6Tt L y�� '�+ a E G C O 'C 2 c t � c 3 � 3; a a gg r� . a_ °c eam v 8 V z F c gays bpi - m' ° 3 ` c C a '� v � n"ro S Z o 0 v = aul I f N a ti A6,off vOu Traffic Impact and Access Study —Seasons Canner Market ihb Historic Traffic Growth 17 I 7 I Table 9: Barnstable County Population Estimate Po ulabon 186,60 Source: U.S. Census Bureau, Census 2010, Census 2000, Census 1990 Capewide 0.37 .. id -Ca ^ rylpe _`. QI 23 I: rter Gape 0.76 Lower Cap6 1 0,13 1 r= - Figure 5: Sub regions' 18-year Average Annual Growth Rate (%) N A s CAPE COD COMMISSION a 0 LI O 2017 Traffic Counting Report Page 25 I :_I Traffic Impact and Access Study — Seasons Corner Market `;g' hb Trip Generation x H c:l r _ O_ - y tt C a C ti C@- US C @ LL m o C y l6 N G y v 7 � d $ y m O ]tl �_ u7 C1. v V tL 2 L+ a sa ao c, c v > E a c F £> G o w C7 a m ] a, Z cr a Of v h ir_ z 0: a n U Q rl v cY @ L ry ry ¢ x x's x x N to O D Q' m � N x x x x xx A( X'�Ow )4( V � S Q! x O (] x xWVX ,T--A'`'v T-X'T - -- � N 1 � � x x I < x 1 I 1 I n N 1 1 T � 1 u W l[J V PF X spU3 dui L � €m ,mF V � y N � LU s .m la tb.1 % Ili O € a '2 J U N lL a) CD .ot c 0 ❑ z c7 a q v- b_ CDm C7 y U W O� W N 112E R LL '� W a) U o t ll 0._ 2 m u tau - Q ..... to W Ys M C Q U N d 4L7 t1 C C C !y LL v C O ro D a c `a X R W y en IX m a C7 « c� .ram a E n a c m a G. -a a Y x -r is �' m � F9. _"' .Q Z W L v i7 'a C? y .0 o C q a C> o o Ace ac co iLz .................................................................................................................. 0 M a u cn L ry a x x xx x ;ry Q .N � N t y 3 � >OWX A X x XXLn y � � H L O E x o x X X t om______.. 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I I i � I � Ln In 0 '7 0 r , C Cv a spug dill L � � 3 I W3 1 j I _ N I ID Qk m ro a x' zcn p o � p z a`m y CJI > c- z Co + ELCD - m w C m ill m W Q LL p: - 13 S H O] Vi .ill Z m d L* rc _g' c�a z w o z a - ul m m m � Traffic Impact and Access Study — Seasons Corner Market aM 1 Trip Distribution Q ae LO n N (25%) 1 eLO N N N W w + Aetna UJQ doyS F do;S h N C a Traffic Impact and Access Studv - Seasons Corner Market "�hb Site Generated Trips DI a Q O N N^ N � N N t (20) [23) r(1B) [22) t I r N y � _, t[ZZ) (UZ) 7 vN r [Ez] (oz) Aenaan►rp doc{S 7 dolS `� 1 _ � N N N N �S fi GS w tD C Q o m N C Y 7 ❑. d m L �m C L 0 a, e c o ° o abut C T L kJ -0 O O di Ln v R a� a L Q a �m r(16) [18] T L :° .rr y L[s0 U0 Aemanu(7 dotIS 7 do;S S} 1 r _ r r O1 O7 � r L` Q L` w Q fi a r� t-06) 1181 1 1181 tr(15) I r Aenlanrr0 doyS 9 do#S -� `) 1 I T T T T m a fi Q C a w to i� n 0 I fl I Traffic Impact and Access Study — Seasons Corner Market `�hb Intersection Capacity Analyses i� 52516.06 :: Seasons Market Yarmouth 2019 Existing Conditions 3: Station Avenue & Stop & Shop Driveway Timing Plan. weekday Morning 4, t t I 1 Lane Group WEL WEIR NST NSR SBL SST Lane Conhgvralions Traffic Voume (vph) Future Volume (vph) 20 20 1265 20 20 1265 45 45 15 15 1120 1120 Ideal flow {vphpl) 19W 1900 1%0 1900 1900 19fK1 m Said. Flow (prot) 1550 0 1755 0 0 1756 Fit Permitted 0-916 0A999 Said. Flow (perm) 1550 0 1755 0 0 1756 Link Speed (mph) Link Distance (ft) 30 30 178 429 30 170 Travel Time (s) 4.0 9.8 3.9 Peak Hour Factor 0.50 0.50 Or% 0.96 0.63 0.63 Heavy Vehicles(%) 15% 8% 8114 0% 13% 8% =- Shared Lane Traffic 1%1 Lane Croup Flow (vph) 80 Q 9365 0 Q 1367 _ _ .tee .... . M Sign Control Stop Free Free intersection Summary...... ............. . Area Type: Other ConlvoiType: Unsignalized . _ _ ... .... .. ... . . .... ...... . .. .. _ ntersection Capacity Uttrcation 80 9% ICU Level of Service D AnalysisPeriod{min)15 11 I r 0 0 I I 0 %whbprojNai-TSi52516.06 Seasons Yarmouthltech'SynchrdEX-AM.syn Lanes. Volumes, Timings VHB._MH 0310112019 U 52516.06 :: Seasons Market Yarmouth 2019 Existing Conditions 3: Station Avenue & Stop & Shop Driveway Timing Plan. Weekday Morning wasectim Int Delay, slveh 2.1 lti- - WBL WBR NBT NBR SBL SBT Lane Configurations y t. 4 Traffic Vol, vehlh 20 20 1265 45 15 1120 Future Vol, veh±h 20 20 1265 45 15 1120 Conflicting Peels, Mr 0 0 0 0 0 0 Sign Control Slop Stop Free Free Free Free RT Channel4nd - Now - None - None Storage Length 0 Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 0 0 Peak Hour Factor 50 50 96 96 83 63 Heavy Vehicles, % 15 8 8 0 13 8 ktvmt Flow 40 40 1318 47 18 1349 Imliaor Minorl Majorl M ' Conflicling Flow All 2727 1341 0 0 1366 0 Stage 1 1341 - - Stage 2 1386 - Cfitical Hdwy 6-55 6,23 - - 4.23 - Critcal Hdwy Stg 1 5.55 - - Cri" H&-f Stg 2 555 - - - - -:�^• s;:n;;.,.». ~ " ,^ :, _ - �r;.. Follow-up Hdwy 3.635 3.372 2.317 Pot Cap-1Maneuver -20 181-- 470 -"- _ _...,, '�% °:w•-�",";a." _az.`a a -ix, --.- --- Stage 1 229 - - Stage 2 217 ...� . Platoon blacked, Mov Cap-1 Maneuver -17 181 Wes' 476� Mov Cap-2 Maneuver 101 - Stage Stage 2 184 Aurroach VVB NO SB- e,. HCM Control Delay, s 693 0 02 HCM LOS F Muroiiai✓tlwnt 2 ;;: Capacity Ivehlh) - - 130 470 - HCM Lane V!C Ratio 0-615 0038 HC3A CohtroE i]elarfs# 69.3 13 0. HCM Lane LOS F B A HCM95th'Ltle Q(veh) 3.2 0.1 Notes -: Volume exceeds capacity S. Delay exceeds Ms .. Compulation Not Defined All major volume in platoon livhbiotoljlWat TS 52516.06 Seasons Yannoulhllech',Synchrd EX-AMsyn HCM 2010 TWSC VHB::MB 0310V2019 52516.06 :: Seasons Market Yarmouth 2019 Existing Conditions 5: Station Avenue Tuning Plan. Weekday Morning L�etxado,m WBl t4812 ';-NBT NBR SBL SBT _ Lane Configurations TrafficVolume (vph) 0 0 0 0 0 0 Future Volume (vph) 0 0 0 0 0 0 kleal Flow {vphpl) 1900 19M 19M 1900 19M 1900 Said. Flow (pros) 1863 0 1863 0 0 1863 Flit Pemvtled Said. Flaw (perm) 1863 0 1863 0 0 1863 Link Speed (mph) 30 30 30_ Link Distance (h) 120 170 656 Travel Tme (s) 2.7 3-9 14.9 Peak Hour Factor 0.92 0.92 0.92 0,92 0.92 092 Shared Lane Traffic (%) Lane Croup Flow Ivph) 0 0 0 0 0 0 Sign Control Stop Free kdeonSi�rmmg�-',. - _ Area Type: Odrer Control Type; Unsignalized Inlemecticn Capacity Utilization 0.0% ICU Level of Service A Analysis Penrod (min) 15 Iivhb pMlWat-TSt52516-06 Seasons YarmouthkediSynchro,EX-AM.syn Lanes. Volumes, Timings VHB::MB 031012019 0 I A I 0 I 0 I 52516.06 :: Seasons Market Yarmouth 2019 Existing Conditions 5: Station Avenue Tuning Plan. Weekday Morning Int Delay. s'veh 0 Movemerd WBL WBR NOT NOR SBL SBT Lane Configurations y p, .1 Traft Vol, vehlh o 0 0 0 0 0 Future Vol. vehfh 0 0 0 0 0 0 Corifkcting Peds, #!hr 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, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 } Heavy Vehldes,% 2 2 2 2 2 2 i Mvmt Film 0 0 0 0 0 0 majormuwr ?rAinort _ Maiorf _Mw%2 ContlidngFlow All 1 0 0 0 0 0 Stage 1 0 - Stage 2 1 - Critica€Hdwy 6,42 6.22 4,12 Cnka€ Hday Sig 1 542 Critical tidwy Sig 2 5.42 Follow-upHdwy 3518 3,318 2218 Pot Cap-1 Maneuver 1022 - - - - Stage 1 Stage 2 1022 Platoon blocked, % - Mov Cap-t Maneuver 1022 Mov Cap-2 Maneuver - ..... ... Stage 1 - Stage 2 1022 Apprwh W8 NO SO HCM Control Delay, s 0 0 0 HCM LOS A Mirror Le r Mvmf HBT NBR' 1$EiLn't SSL S1S7 Capacity (veWh) HEM Lane V!G Ratio HCM Control Delays) 0 0 HCM Lane LOS A A HCM 951h %tile Q(veh) 11vhb4prollWat-TSZ2516.06 Seasons YarnmtMtech'',SyrwhrolEX-Al HCM 2010 TWSC VHB:_MB a3;a1rz6,s 52516-06 :: Seasons Market Yarmouth 2019 Existing Conditions 3: Station Avenue $ Stop & Shop Driveway Timing Plan: Weekday Everting _. -. INK4,- "MR' td8f NBR SSL SBT Lane Configuralwns y T+ 4 Traffic Volume(vph) 130 75 1115 170 40 1290 Future Volume (vph) 130 75 1115 110 40 1290 Ideal Flow (vphpl) 1900 19W 1900 1900 1900 1900 Satd. Fkrw (prot) 1727 0 1786 0 0 1844 RPemu@ed l 09% Satd. Flow (Perm) 1727 0 1766 0 0 1844 link Speed (mph) 30 30 30 Link Distance (h) 178 429 170 Travel Time (s) 4.9 9.8 3.9 Peak Hour Factor 0.67 0.87 0.6B 0,88 0,97 097 Heavy VehAes(%) 1% 2% 5% 1% 05% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 235 0 1460 0 0 1371 Sign Control Stop Free Free intersection Swwary — Ama Type: Other Control Type: Unsignatized lair ec6on Capaaty Util¢alion 118.611. ICU Level of Service H ! Analysis Period (min} 15 0 I [I] I J 0 I Xtvhh'VMAWat-TSL52516.06 Seasons YamwuthV&*,SynchTdEX-Ptl.syn Lanes. Volumes, Timings VHB::MB 031012019 D 52516.06 :: Seasons Market Yarmouth 2019 Existtng Conditions 3: Station Avenue & Stop & Shop Driveway Timing Plan: Weekday Evening Int Delay, s'veh 48.8 tyernen{ - WBL WEIR NOT NBR - SOL SBT- Lane Configurations y Fs 4 Traffic Vol, vehlh 130 75 1115 170 40 1290 Future Vol.veh!h 130 75 1115 170 40 1290 Conflicting Peds, #fhr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RTChannelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 0 0 Grade. % 0 0 0 Peak Hour Factor 87 87 88 88 97 97 Heavy Vehicles, % 1 2 5 1 0 3 Mvmt Flow 149 86 1267 193 41 1330 Conflicting Flow All 2776 1364 0 0 1460 Stage 1 1364 - - Stage 2 1412 - - Cnhcal Hdwy 6,41 6.22 - - 4.1 Critrcal Hdwy Stg 1 541 - - - - Critical Hdwy Stg 2 5.41 - - Follow-up Hdwy 3.509 3 318 - - 2.2 Pot Cap-1 Maneuver - 21 181 dG9 Stage 1 239 Stage 2 226 - Platoon blacked, % - Mov Cap-1 Maneuver -14 181 469 Mov Cap-2 Maneuver -90 - - Stage 1 239 Stage 2 150 Approach WB NB SB HCM Contra! Delay, s S 607.1 0 0.4 HCM LOS F Minor NBT NBR W''BLn1 SBL SBT . Capacity (vehii Ito 469 HCM Lane VIC Ratio 2142 0038 HCM Control Delay (s) $ 607.1 13.4 0 HCM Lane LCS F B A HCM 951h %file Q(veh) 20.1 0.3 - Notes -: Volume exceeds capacity 5Delay exceeds 300s + Computation Not Defined ': All major volume in platoon livh6iprej1Wa1-TSL52516.06 Seasons Yarmouthltech'Synchro';EX-PM.syn HCM 2010 Tii VHB.:MB 031042019 52516.06 :: Seasons Market Yarmouth 2019 Existing Conditions 3: Station Ave & S&S Driveway Timing Plan: Saturday Peak 4._ t `► 1 Lane Cxnup irdBL YlBR HBT OR SBL SBT ' Lane Ccnfigura€ions TrafficVaIurre(vph) 115 Future Volume (vph) 115 40 40 1005 1005 155 155 30 30 910 910 Ideal Flow {vphpl) 1900 19M 1900 1900 19M 19M m 4 _- Said. Flow (pm1) 1767 0 18M 0 0 1875 Ptt Permitted 0.984 0,998lmm Said. Fbw (perm) 1767 0 1850 0 0 1875 Link Speed (mph) 30 30 30 Link Distance (ft) 178 429 170 Travel Time (a) 4.0 9.8 3.9_- PeakHourFaclor 084 084 096 096 088 0.88 Heaq VeNdes (%) 0% 0% 1% 0% 5% 1% Shared Lane TraOrc (%) Lane Group Flaw (vph) 185 0 1208 0 0 1068 Sign Control Stop Free Free Area Type: Other Con1rW Type: llnsignaf¢ed intersection Capacity Utilization 87.6% ICU Level of Service E Analysis PefW (min)15 %%vhhipgAWat-TS152516.06 Seasons YannwthVech,SynchrorEXX-SAT.syn Lanes, Volumes, Tirnings VHB::MB 0301 019 0 0 Lill 0 0 0 11, 0 11 I I 52516.06 :: Seasons Market Yarmouth 2019 Existing Conditions 3: Station Ave & S&S Driveway Timing Plan. Saturday Peak kdersecbon i Int Delay, sNeh 11.5 ►tl mment WBL WBR NOT NBR SBL -S3T Lane Configurations ►yr t+ 4 Traffic Vol, vehlh 115 40 1005 t55 30 910 .::..`'=,`,:..— ,: >..,..� - _.:, ::.,. :.._.:�-;• -,_rK .�.. . Future Vat. vehlh 115 40 1005 155 30 910 Conflicting Peds, #1hr 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, At 0 - 0 p Grade. °,c 0 0 - - 0 Peak How factor 84 84 96 96 88 88 Heavy Vehicles, % 0 0 1 0 5 1 Mend Flow 137 48 1047 161 34 1034 mallonvine'r Minorl Majorl Conflicting Flow All 2230 1128 0 0 1208 0 Stage 1 1128 - Stage 2 1102 Critical Hdwy 6A 62 415 Critical Hdwy Slg 1 5,4 - Critical Hdwy Sig 2 5.4 Follow-up Hdwy 3.5 3.3 2,245 Pat Cap- 1 Maneuver -48 251 567 EN Stage 1 312 Stage 2 321 Platoon blocked, °lo Mow Cap-1 Maneuver -41 251 ,1 567 Mov Cap-2 Maneuver 152 - - - _- - Stage 1 312 -:.. Stage 2 276 Approach WB NB SB - HCM Control Delay, s 151.3 0 04 HCM LOS F Nirrrrien MwM ' , td i3T NBR V78tir1 . S€1L _, ... ... SOT' , - Capacityivewhi - - 169 567 - HCM Lane VIC Ratio 1.092 0.06 HCM Control Delay (s) - - 1513 11.8 Q HCM Lane LDS F B A HCM 95th %tile Qivehj - - 9.3 02 _ . . . . . . Holes .. -: Volume exceeds capacity 8Delay exceeds 3009 +. Computation Not Defined Alf major volume in platoon 1tvWproilWal-TS152516.06 Seasons YarmouthAech'Synchre EX-SATsyn HCM 2010 TWSC VHB::MB 03/0112019 i� 52516.06 :: Seasons Market Yarmouth 2026 No -Build Conditions 3: Timing Plan Weekday Moming Lam CGeup W;BL MR NBT `t8R SET SBT Lane ConfiguraFians err T+ $ Traffic Volume (vph) 20 20 1310 45 15 1160 e Future Volume lvph) 20 20 1310 45 15 1180 Ideal Fbw (vphpQ 1900 1900 1900 19W 19M 1900 m Said, Flow (prat) 15M 0 1757 0 0 1756 F8 Permi(Fed 0.970 0.999 Said. Flow (perm) 1550 0 1757 0 0 1756 Link Speed (mph) 30 30 30 Link Dstance(ft) 178 429 170 Travel Time {s) 4.0 9.8 3.9&OM Peak Hour Faclor 0.92 092 092 092 0.92 0.92 Heavy Vehicles % ( 1--rsrrri-;acrar. 15% 8% 8% 0% 13% 8% Shared Lane Traffic (%) Lane Gaup Flow (vph) 44 0 1473 0 0 1277=""'r'•`�f Sign Control Stop Free Free Wersecton Surimary Area Type: Other Control Type. Uns al¢ed -._... .� Intersection Capacity Utilization 83 0% ICU Level cf Service E Analysis Period (mil 15 VwhNpg1Wat-TS'.52516.06 Seasons Yarmouth1tech4Synchro4IB-Al Lanes, Volumes, Timings VHB-MB 0310112019 V 51 1 it I 11 52516.06 :: Seasons Nlarkol Yarmouth 2026 No -Build Conditions 3: Timing Plan, Weekday Morning Intersection Int Delay, slveh 0.9 Movement. WBL WBR NOT NOR S6L SBT Lane Configurations y T. 4 TrAc Val, vehlh 20 20 1310 45 15 1160 Future Vol. vel 20 20 1310 45 15 1160 Conflicting Peds, Xhr 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, # 0 0 0 Grade. % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 15 8 8 0 13 8 Mvml Flow 22 22 1424 49 16 1261 Ma-/M-- Minarl Mason Conflicting Flaw All 2741 1448 0 0 1473 0 Stage 1 1448 - _ Stage 2 1293 Critical Hdwy 655 6.2$ - - 4.23 Critical Hdwy Sig 1 5.55 - - - - - Cnkal Hday Slg 2 5-55 - Fo€low-up Hdwy 3.635 3.372 2.317 Pot Cap-1 Maneuver -20 156 426 Stage 1 202 - - Stage 7 242 - Platoon blocked, w° Mov Cap-1 Maneuver -18 156 426 Mov Cap-2 Maneuver 103 - - Stage 1 202 Stage 2 212 VOB NB SB HCM Control Delay, s 489 0 0.2 HCM LOS E 1lkrmr LanelMajor Mvmt NBR- iNBLiit SBL ....SBT Capaaty (vehih) - 124 426 - HCM Lane VIC Ratio 0 351 0.038 HCM Control Delay (a) 48.9 13.8 0 HCM Lane LOS - - E B A HCM 95th °kUie Ct(veh) - - 1.4 0.1 .. .... .. - Noses -: Volume exceeds capacity 3: Delay exceeds 300s -: Computation Not Defined ': All major volume in platoon l'arhbTrglWat-TS,52516.06 Seasons YannouthltecK,5ynchrdN5-AM.syn HCM 2010 TWSC VHR -MB GYOI 2019 r-- 52516.06 :: Seasons Market Yarmouth 2026 No -Build Conditions I Station Avenue & Stop & Shop Driveway Timing Plan- Weekday Evening r t tIN r `► l III I I Lane Configurations T� Q Traffic Volume NO) 130 75 1155 170 40 1335 Fuhrre Volume (vpht 130 75 1155 170 40 1335 Meet Flow (vphp[) 1900 1900 1900 19W 1900 1900 . Satd. Flow (pro[) 1725 0 1788 0 0 1844 FltPermitted 0.969 0999 _ ; Said. Flow (pens) 1725 0 1799 0 0 1944 tirdc Speed (mph) 30 30 30 Link Distance (11) 178 429 170 Travel Tine (s) 4.0 9-8 3.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hem Vel d"f%) 1% 2% 5% 1% 0% 3% Shared Lane Traffic (%) Lane Coup flow (vph} 223 0 1440 0 0 1494 Sign Control Stop Free Free Area Type: Other Control Type: UnMnalized Intersection Capaaty Utilization 121 0% ICU Level of Service H Analysis Period (min)15 livhblprolMal-TS152516.06 Seasons YamiouthltechSynchrd NB-PM.syn Lanes, Volumes, Timings VHB_ MR 0310112019 I 0 1 0 0 I JI 11 I 0 0 1 52516.06 :: Seasons Market Yarmouth 2026 No -Build Conditions 3: Station Avenue & Stop & Shop Driveway TmingPlan Weekday Evening kAersectiai let Delay, sbeh 52.8 Movement WEL WBR NST NOR SOL SBT Lane Configurabons y ;' 4 Traffic Vol, vehlh 130 75 1155 170 40 13M Future Vol,vehih 130 75 1155 17C 40 1335 Conflicting Peds, Xhr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channell - None - None - None Storage Length 0 Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 0 0 Peak Hour Factcr 92 92 92 92 92 92 Heavy Vehicles, % 1 2 5 1 0 3 Wait Flow 141 82 1255 165 43 1451 Ma*Nirior Mlnorl Mai M 2 Conflicting Flow All 2886 1348 0 0 1440 0 Stage 1 1348 - - - Stage 2 153B - Criliwl Hdwy 641 6,22 - - 4.1 - Crillcal Hdwy Sig 1 5.41 - - Crilwal Hdwy Sig 2 541 - - - - - Follow-up Hdwy 3.509 3.318 22 Pot Gap-1Maneuver -18 185 477 Stage 1 243 - Stage 2 196 Platoon blocked, % Mov Cap- 1 Maneuver -10 185 477 h4ov Cap-2 Maneuver -71 - - - - - Stage 1 243 Stage 2 -105 - - - - - aach WB NO 5B HCM Contra] Delay, s $ 744 9 0 04 HCM LOS F Minorl_er aiwASvnd NOT NBA" W'Sil i .:'SBL"-� Capaaty (ve") 92 477 - HCM Lane VIC Ratio - - 2422 0.091 - HCM Control Delay (s) $ 744.9 13.3 0 HCM Lane LOS F B A HCM 95th %tile 0(veh) 20.4 0.3 - -: Volume exceeds capaoty S. Delay exceeds 300s +. Compulation Not Defined ': AJI major vo€ume in platoon ',4vh1ti"4Wat-TS152516.06 Seasons Yanruadl lacFSynchreNB-PM.syn HUI 2010 TWSC VHB, ME 0310112019 J11 52516.06 :: Seasons Market Yarmouth 2026 No -Build Conditions 3: Station Ave & Stop & Shop Driveway Timing Marc Sahxday Peak Lanef3cuts `. ,_ ityBL`' fi�i : `'Nii1` FaBR SEL SBT Lane Confgurafions to +; Traffic volume tvph) 115 Future Vdume(vph) 115 40 1040 40 1040 155 155 30 30 940 940 a Ideal Flow (vphpl) 1900 1900 1900 19M 1900 1900 Said. Flow (ptot) 1767 0 1852 0 0 1875 FB Permitted 0.964 0.9% Satd. Flow (perm) 1767 0 1852 0 0 1875 Link Speed (mph) 30 30 30 _._._ __ _..-a _...._- Link Distance (ft) 178 429 -, 170 Travel Time (s) 4.0 9-8 39 Peak Hour Fadm 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 0% 1% 0% 5% 1% Shared Lane Traffic {%) Lane Croup Flow (vph) 168 Q 1298 0 0 1055 } Sign Control Stop Free Free Area Type: Other Confral Type: Ur&gnalized Intersection CapacAy Ublization 89.2% ICU Level of Service E . n Analysis Period {min) 15 1'tvhliVmJ1Wat-TSL52516.06 Seasons Yam (hkterhSynchro,NB-SAT syn Lanes. Volumes, Timings VHB MB 0310112019 W 0 0 t I I 52516.06 :: Seasons Market Yarmouth 2026 No -Build Conditions 3: Station Ave & Stop & Shop Driveway Timing Plan, Saturday Peak d fnter:Lctim Irl Delay, S`veh c 9 Movemeni t.BL WIFIR NBT -NBR S% SBT Lane Configurations y t, 4 Traffic Vol, vehlh 115 40 1040 155 30 940 Future Vof,vehih 115 40 1040 155 30 940 Conflicting Peds, Whr 0 0 0 0 0 0 Sign Control Stop Step Free Free Free Free RT Channe4zed - None - None - None Storage Length 0 Veh in Median Storage, tl 0 0 0 Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 1 0 5 1 Mvmt Flow 125 43 1130 168 33 1022 MalorIMinor Mirarl kiaicr1 Ma;or2 Conflicting Flow All 2302 1215 0 0 1299 0 Stage 1 1215 - - Stage 2 1087 - - Cotical Hdwy 6.4 6.2 4.15 Critical Hdwy Sig 1 54 - - - - - Critical Hdwy Sig 2 5.4 - Follow-up Hdwy 3 5 33 2245 - Pot Cap-1 Maneuver - 43 223 523 Stage 1 283 - - Stage 2 326 - - - - Platoon blocked, I - - - Mlov, Cap-1 Maneuver - 37 223 - - 523 _ Mov Cap-2 Maneuver 145 - - - - - Stage 1 283 Stage 2 278 WEI NB SB HCM Control Delay, s 145.6 0 0.4 HCM LOS F ir#norL&raeltyle)or aivmi " NST NSR 4V8Ln1 SCE SBT Capacity (vehlh) 159 523 HCM Lane VIC Ratio 1.06 0,062 HCM Control Delay (s) - - 1458 123 0 HCM Lane LDS F B A HCM 95th We Q(veh) 86 02 - Notes -- Volume exceeds capacity SDelay exceeds 300s + Computation Not Defined Al major volume in platoon ',ivhhTrolWal-TS45251606 Seasons YamrouthlteWSynchro,NB-SAT.syn HCM 2010 TWSC VHB::MB 001019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions 3: Station Avenue & Site Driveway North /Sto & Shop Driveway Timing Plan: Weekday Morning f -- 7t 'e- t t -4\ t A- j Laneamp EEIL EBT EBR - WBt WBT YJOR NEL NOT hOR SK SBT SER j J Lane Configurations 4+ 4- Traft Volume (vph) 45 Future Volume (vph) 45 0 0 40 40 20 20 0 0 20 20 45 45 1305 1305 45 45 15 15 1165 1165 40 40 Ideal Flow (vphpl) 19w 19W 1900 19W 1900 1900 1900 19W 1900 1900 19W 1900 Satd Row (pro0 0 1700 0 1570 0 0 0 1756 0 0 1753 0 Fa Permitted 0.974 0.950 0 998 0.%9 Satd, Flow (Perm) 0 1700 0 1570 0 0 0 1756 0 0 1753 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 140 178 103 170 a Travel Time (s) 3.2 4.0 2.3 3.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0.92 0.92 0.92 092 Heavy Vehides(%) 2% 0% 2% 15% 2% 8% 2% 8% 0% 13% 8% 2% Shared Lane Traffic (%) Lane Coup Flow {vph) 0 92 0 22 22 0 0 1516 0 0 1325 0 Sign Control krlessechon SurrViwV Slop Stop Free Free Area Types Other _ Control Type: Unvgnafaed Intersection Capaoq UbIrLation Err°ia [CU Level of Service H Analysis Period (min) 15 0 0 0 I 11 Wlxoj4Wa1-TSr52516 06 Seasons YamroutMlteeh%SynchrdBD-AM.syn Lanes. Volumes, Taring VHB::MB OM112DIS 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions 3: Station Avenue & Site Driveway North /Stop & Shop Driveway Timing Plan: Weekday Morning kersertian Int Delay, a'Veh 197.1 movement EBL EBT EBR WBL i9BT WBR NSL NOT NBR SBL SST SBR Lane Configurations 4+ 11 44 4, Traffic Vol, veKn 45 0 40 20 0 20 45 1305 45 15 1165 40 Future Vol. vehrh 45 0 40 20 0 20 45 1305 45 15 1165 40 Conflicting Peds, #fhr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Slap Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - Norte Storage Length- Veh in Median Storage, # 0 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 C 2 15 2 8 2 8 0 13 6 2 Mint Flow 49 0 43 22 0 22 49 1418 49 16 1266 43 uamlmirw tkirwr2 Minorl Majorl Major2 Conflicting Flaw All 2873 2886 1288 2883 - 1443 1310 0 0 1467 0 0 Stage 1 1321 1321 1541 - - - Stage 2 1552 1565 1342 - - - Crkcal Hdwy 7.12 6.5 6.22 7-25 5.28 4.12 4.23 ... Crifical Hdwy Sig 1 6.12 5.5 - 6.25 - - - - - - - - ... Cnlical Hdwy Sig 2 6.12 5.5 - 625 Follow-up Hdwy 3518 4 3.318 3.635 - 3,372 2.218 2.317 Pot Cap-1Maneuver -10 16 200 -9 0 157 528 428 Stage 1 193 228 - 135 0 - - - Stage 2 142 174 - 176 0 - Platoon blocked, % MovCap- IUaneuver ^5 7 200 -4 - 157 528 428 Mov Cap-2 Maneuver -5 7 - -4 Stage 1 93 196 65 Slage2 59 84 118 Approach FO WB NB SB HCM Control Delay, s 5 4978.E 5 2900 7 0.4 0.2 HCM LOS F F MmorLan ' 'l4 mt' ----- NBL - N9T NBR E19611..MW ` Set SST SBit _. .. .... _. ..,;.' Capacaty(vehth) 528 - - 9 8 428 - - HCM Lane VIC Ratio 0.093 10266 5 435 0 038 HCM Control Delay (s) 125 0 $ 4978.6 $ 2900.7 13.7 0 HCM Lane LOS B A - F F 8 A - HCM 95th %ble Q(veh) 0.3 13.t 6.8 0.1 Notes .. .........................._._. .. -: Volume exceeds rapacity 5Delay exceeds 300s *-. Computation Not Defined A I major volume in plalnon Iivhblprgfflal-7515251E-0fi Seasons Yarmouth?IachiSynchro`,BD-AMsyn HCM 2019 TWSC VHB_MB O&OV2019 52516.06 :: Seasons Market Yarmouth 9: Station Avenue & Site Driveway (South) 2026 Build Conditions Timing Plan: weekday Morning ti 1 t 1 -' Lane Configurations Traffic Volume (vph) 40 45 40 1355 1185 40 Future Volume (vph) 40 45 40 1355 1185 40 Idea[ Flow (vptrpi) 1900 1900 1900 1900 1900 1900 Satd- Flow (prop 1689 0 0 1760 1755 0 Ftt Permitted 0.977 0.999 Satd Flow (perm) 1689 0 0 1760 1755 0 Link Speed (mph) 30 30 30 =, Link Distance (tt) 108 323 103 Travel Tunes 2 5 7 3 2.3— 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0,92 0.92 Heavy Vehicles % 2% 2% 2% 8% 8% 2% m W Shared Lane Traffic (%) Leme Cxoup Flow (vph) 92 0 0 1516 1331 0 Sign Control Slop Free Free wiiaGon SurarRaPt AreaType, Other -- Control Type. Unsigmlized Intersection Capacity Utilization 115.2% ICU Level o1 Service H Analysis Period (mn) 15 11 N I [I] I *1 F1 11 1'ivhhiprcj1Wat-M52516.06 Seasons Yannouth1le&,SynchrdBD-P.M syn Lanes. Volumes, Timings VHB-MB 03Hi1019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions 9: Station Avenue & Site Driveway (South) Timing Plan Weekday Morning Htersediaei . Int Delay, s,'veh 4.3 Movement E8L EbR NEL N'l SBT SSR Lane CoIgurations IT j. Traffic Vol. velvb 40 45 40 1355 1185 40 Future Vol, vehfh 40 45 40 1355 1185 40 ConlTiering Peds, #fhr 0 0 0 0 0 0 Sign Control Slop Stop Free Free Free Free RTChannelized - None None None Storage Length 0 - - - - - Veh in Median Storage, 4 0 0 0 Grade. % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy vehides, % 2 2 2 8 8 2 NAvmtFlow 43 49 43 1473 1268 43 Majormw r _ ___ Mi_ Mapr1 Mapl Conflicting Flaw All 2870 1310 1332 0 0 Stage 1 1310 - Stage 2 1560 - - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Sig 1 5.42 - - - - - Critical Hdwy Sig 2 5.42 - 1`6low-up Hdwy 3.518 3.318 2.21$ - - - Pet Cap-1 Maneuver -18 194 518 Stage 1 252 - - Stage 2 190 - -...-.. Platoon blocked. _ -...._ Mov Cap-1 Maneuver -10 194 518 Mov Cap-2 Maneuver 70 - - - - - Stage 4 252 Stage 2 103 Approach ES ....... �.- ..._. „. ,._ ,,...- - - _,_.. NS S8 HCM CcnVol Delay, s 129.1 0.4 0 HCM LOS F NSrwrLan Mvmt NBL NBT E810 SBT SSR Capacity (veh+h) 518 106 KM Lane VNC Ratio 0.034 0.872 HCM Control Delay (s) 12.6 0 129,1 HCM Lane LOS B A F HCM 95th %file Q{veh) 0.3 - 5.1 Notes Volume exceeds capacity S- Delay exceeds 300s • Computation Not Defined ': All major volume in platoon 1lvhbtprgXat-TS52516.06 Seasons Yarmouthltech'Syncl-AM syn HCM 2010 TWSC VHB: MB 0310112019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions 3: Station Avenue & Site Driveway (North)IStop & Shop Driveway Timing Plan: Weekday Evening --", z'r - ` 4\ t Lane Group ERL EBT EBR WBL W6T WBR NBL WT NSR SBL SBT SBR Lane Configurations sk + Qi 41 W W W TraftVolume(vph) 35 0 35 130 0 75 35 1150 170 40 1340 35 Euhrre Volume (vph) 35 0 35 130 0 75 35 1160 170 40 1340 35 ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 19M 1900 19M 19M m Said. Flow (prot) 0 1694 0 0 1725 0 0 1787 0 0 1839 0 Fit Pennii ed 0.976 0.969 0.999 &999 Said. Flow (perm) 0 1694 0 D 1725 0 0 1707 0 0 1839 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 140 178 103 170 a Travel Time is) 3.2 4.0 2.3 39 Peak Hour Factor 092 092 092 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0,92 Heavy Vehicles (%) 2% 2% 2% 1% 0% 2% 2% 5% 1% 0% 3% 2%..'' vw Shared Lane Trafliic (%) Lane Group Flaw {wph) 0 76 0 0 223 0 0 1484 0 0 1538 D �� Sign Control Slop Stop Free Free IrRer3e6on Summary_ Area type: Other Control Type: Unsignalized- Intersection Capacity Utiba4on 1141% ICU Level of Service H Analysis Period (rnin} 15 I II I 0 0 i V%vhhlproj Wat-TSr52516.06 Seasons Yarmouih*cKSynchrdBD-PM.syn Lanes. Volumes, Timings VHB :MB 03101019 52516,06 :: Seasons Market Yarmouth 2026 Build Conditions 3: Station Avenue & Site Driveway (North)7Stop & Shop Driveway Turing Plan: Weekday Evening Ir�terc-.ectian Int Delay, s eh 2598.9 Wyemerd EEL EST E5R VRL WET WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4� 4. ;1 .14 Traffic Vol, vehlh 35 0 35 130 0 75 35 1160 170 40 1340 35 Future Vol. vehih 35 0 35 130 0 75 35 1160 170 40 1340 35 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Slop Free Free Free Fria Free Free RT Channelmed - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 HeavyVehides, % 2 2 2 1 0 2 2 5 1 0 3 2 Whit Flow 38 0 38 141 0 82 38 1261 185 43 1457 38 mato lire Mioor2 Murort Ma;orl Mal " Conflicting Flow All 3033 3085 1476 3011 3011 1353 1495 0 0 1446 0 0 Stage 1 1563 1563 - 1429 1429 - - _. Stage 2 1470 1522 - 1582 1582 - Critirai Hdwy 7.12 6.52 6.22 7-11 6.5 622 4.12 - - 4.1- CnGcal Hdwy Sig 1 612 5,52 - 6.11 5,5 - Csitical Hdwy Sig 2 6.12 5.52 - 6.11 5.5 - - Fo€loa-up l 3.518 4,018 3,318 3.509 4 3.318 2216 2.2 Pot Cap-1 hianeuver - 8 12 155 - 8 14 183 449 475 Stage 1 140 172 - 158 202 - - - Stage 2 158 181 - - 137 171 ... ... .. Platoon blocked, % ]lov Cap-1 Maneuver -2 3 155 -2 3 183 449 475 MovCal meneuver -2 3 - -2 3 - - - Stage 1 73 78 - 87 105 . . . . . . . . . . . Stage 2 46 94 - 47 77 Approach EB WB NB SB HCM Control Delay, s 5 9873.7 $ 35353.5 0.4 04 l LOS F F IhnorLanelMaiortdviiit - - hI6L tJBT RiBR EBLnt 4VBt_n1. SBI....SBT SBR - .... Capaaty (vehnh) 449 - - 4 3 475 - - HC6t Lane V!C Ratio 0 085 19022 74 275 0 092 HCM Control Delay (s) 13.8 0 S 9873.7$ 35353.5 13.3 0 HCM Lane LDS B A F F B A HCM 95th %file 0(veh) 0.3 11.5 30.2 0.3 Notes -. -: Volume exceeds capacity 8 Delay exceeds 300s +: Computatlon Not Defined ': All major volume in p€atoo, UhblproilWal-TSZ2516.06 Seasons YanmouthltecNSynchro',I3lsyn HCM 2010 TWSC VH13 MB 03XV2019 a 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions 9: Station Avenue & Site Driveway (South) Tuning Plan: Weekday Evening i—Apup 1SL EBR NBL NBT SST SOR Lane Configurations y Q ;. Traffic Volume (vph) 35 35 35 1330 1470 35 Future Volume (vph) 35 35 35 1330 1470 35 Ideal Fbw (vO" 1900 1900 1900 1900 19M 1900 . a Said. Fbw (prat) 1694 0 0 1861 1857 0 FM Permitted D.976 0.999 '� "• Said. Flow {perm) 1694 0 0 1861 1857 0 Link Speed;mph) 30 30 30 Link Distance (ft) 108 323 103 Travel Time (a) 2.5 73 23 U Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared LeneTrelGc (',6) _ _ x Lane Group Flow ivph) 76 Siga Control Stop 0 0 1494 Free 1636 Free 0 Ettersecitan Summary ~ Area Type: Odrer - Control TypeUnsgnalized intersection, Capacity ltilaation 108.9/ ICU Level of Sence G, ,--- _-,.-.-; ' AnalrasPeriod(min) 15 1t �J I I - I � I r r i llvhhiproflWat-TS152516.06 Seasons Yarrimth4echtSyrtcluolBD-PMsyn Lanes. Volumes, Timings 0 VHB -MB 03101019 0 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions 9: Station Avenue & Site Driveway South Timing Plan: weekday Evening 1:11tersec6m . . In[ Delay, s,veh 4 Movemerd EBL EBR NBL NBT SBT S13R Lane Configurations V -T T+ Traffic Vol, vehlh 35 35 35 1330 1470 35 Future Vol. vehih 35 35 35 1330 1470 35 Conflicting Peds, Or 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, # 0 - - 0 0 - Grade. % 0 0 0 PeakHour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvml Flow 38 36 38 1446 1598 38 MawlMinu M111W2 majorl M - Conf ic5ng Flow All 3139 1617 1636 0 - 0 Stage 1 1617 - Stage 2 1522 - Cnt ml Hdwy 6.42 622 4.12 Critical Hdwy Stg 1 5.42 - - Criticel Hda-y Sfg 2 5.42 - - Follow-up Hdwy 3.518 3,318 2 216 - Pot Cap-1 Maneuver -12 126 396 - - Stage 1 178 - - Stage 2 199 Platoon blocked, % - - MovCap- IManeuver -6 128 396 Mov Cap-2 Maneuver 62 - - - - - Stage 1 176 - - - - Stage 2 102 6in-091% ER NB SB HCM Control Delay, s 160.5 0.4 0 HCM LOS F Minarlsn WiW` NBL NST EBI-nl SBT SBR Capacity (YeWh) 396 84 HCM Lane VIC Ratio 0.096 - 0.906 - - HCM Control Delay (a) 15-1 0 1605 HCM Lane LOS C A F HCM 95th %file O(veh) 03 - 4,9 Notes -: Volume exceeds capacity $- Delay exceeds 300s +: Computation Not Defined ': All major volume in platoon lWhb�prolOat-TSZ2516.06 Seasons Yannouthterh'Synchro''BD-PM.syn HCM 2010 TWSC VHB::MB 0N012019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions 3: Station Avenue & Site Driveway (North)IStop & Shop Driveway Timing Plan Saturday Peak LW* &WIR EBL EBT EBR WBL YWT WBR NBL NBT NBR SBt SBT 5$R Lane Configurations 41 4� 4b 4 Traffic Volume h 35 0 35 115 0 40 35 IND 155 30 9W 35 Future Volume (vph) 35 0 35 115 0 40 35 1040 155 30 950 35 Ideal Flow (vphpl) 19W 1900 19W 19M 1900 19W 1900 1900 1900 1900 1900 19W Satd Flow (prat) 0 1694 0 0 1767 0 0 1849 0 0 1867 0 Fit Permitted 0976 0.964 0.999 0.999 ^ Satd Flow (poEm) 0 1694 0 0 1767 0 0 1849 0 0 1867 0 Link Speed (mph) 30 30 30 30 Link Dislanoe {fl} 140 118 103 17C Travel Time (s) 3.2 4.0 2.3 3.9 ` M-M— Peak Hour Factor 092 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0,92 0.92 092 092 Heavy Vehicles (%) 2% 2% 2°. 0% 0% 0% 2% 1% 0% 5% 1% 2% : _ Shared Lane Traffic i%) Lana Group Flow jvph) 0 76 0 0 168 0 0 1336 0 0 1104 0 w Sign Cortrol Stop Stop Free Free Intersection sunvinory Area Type. Other ConWType Unsgnalized _ Intersection Capanty Utilization 99 4% ICU Level of Sernce F Analysis Period (4n)15 %WhUTrolWal-T552511i.06 Seasons Yam*utKtecWSynchrd8D-Si Lanes, Volumes, Timings VHB::MB 03f012019 I I I Pli 11 IF, 0 0 0 0 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions 3: Station Avenue & Site Driveway (North)/Stop & Shop Driveway Timing Plan. Saturday Peak I h}temedim Int Delay, s'veh 2979 Ihoverrie" E13L EBT EBR WBL WBT WBR NBL NOT NOR SBL SBT SSR Lane ConfigurAorrs r. .. 40 4D Traffic Vd, veWh 35 0 35 115 0 40 35 1040 155 30 950 35 Future Vol, vehth 35 0 35 115 0 40 35 1040 155 30 950 35 Conflicting Peds, Mbr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Contra; Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChanne4zed None None - None - None Storage Length - - - - - - - - - - - - Veh in Median Storage, 4 - 0 - - 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 0 0 2 1 0 5 1 2 A4vmt Flow 38 0 38 125 0 43 38 1130 168 33 1033 38 Maior/Minor Mirtor2 Marorl Majorl Rdaior2 Conflicting Flow All 2430 2492 1052 2427 2427 1215 1071 0 0 1299 0 0 Stage 1 1117 1117 - 1291 1291 Stage 2 1313 1375 - 1136 1136 - - - - - crilical Hdwy 7.12 6.52 6.22 7.1 6.5 6.2 4.12 4.15 Critical Hdwy Stg 1 6.12 5.52 - 61 55 - - Critical Hdwy Stg 2 6.12 5.52 - 6.1 5.5 - - - Follow-up Hdwy 3,518 4.018 3.318 3.5 4 3.3 2 218 - - 2 245 - - Pot Cap-1 Maneuver -22 29 275 -22 33 223 651 523 Stage 1 252 283 - 203 236 - - Stage 2 195 213 - 248 279 Platoon blocked. % Mov Cap-1 Maneuver -13 19 275 -14 22 223 651 523 Mov Cap-2 Maneuver -13 19 - -14 22 - - Stage 1 195 239 157 183 Stage 2 122 165 180 235 Approach EB W13 Na SR HCM Control Delay. s $1248 S 4176.9 0.3 0.4 HCM LOS F F 6§rarLanelMaiorMvrrd NBL -. NBT NBi2 EBLnI WBLnt __.. _ SBL sr s9R. Capacitylvehlh) 651 25_ 18 523 - - HCM Lane VIC Ratio 0.058 - 3 043 9.36 0.062 HCM Control Delay (a) 10.9 0 $1248 $ 4178 9 12-3 0 , . HCM Lane LOS B A F F B A HCM 951h %tile gveh) 02 9 4 217 02 Notes.. ...... ....... .. .... .. .. ... ... -. Volume exceeds capanily $ Delay exceeds 300s , Computation Not Defined ' All major volume in platoon l'mhbipr jAWat-TSL52511506 Seasons Yamr=ffi1ech,SynchrdJ3D-SAT_syn HCM 2010 TWSC VHB-NIB 031012019 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions 9: Station Avenue & Site Driveway (South) Timing Plan Saturday Peak * I Lane Group EBL EBR NBL NBT SBT Sl s Lane Configuratons y 4 T+ Traffic Volume (vphl 35 35 35 1195 1065 35 Future Volume (vph) 35 35 35 1195 1065 35 Ideal Flow (vphpf) 19M 190D 1900 19W 19M 1900 Said Flow {prat) 1694 0 0 1819 1873 0 Fit Permitted 0.976 0.999 Sold_ Flow (perm) 1694 0 0 1879 1873 0 Link Speed (mph) 30 30 30 Link distance (ft) 108 323 103 Travel Time (s) 2.5 7,3 2.3 Peak Hour Factor 0.92 0.92 0,92 0 92 0.92 0.92 Heavy Vehicles (%) 2% 2% 2% 1% 1% 2% Shared Lane Traffic (%) Lane Group Flown (vph} 76 0 0 1337 1196 0 Sign Control Stop Free Free lnlersec!]Lon S=Mary Area Type: Other Control Type- Unsignalized Intersection Capacity Utifization 101.9% W Level of Service G Analysis Pentad (min)15 livhbiprotlWal-T&52516.06 Seasons YarmouthltechSynchroB&SAT.syn Lanes. Volumes, Timings VHB::MB 0310112019 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52516.06 :: Seasons Market Yarmouth 2026 Build Conditions 9: Station Avenue & Site Driveway (South) Timing Plan Saturday Peak Interseciiat Int Delay, slveh 1.7 Aloverrtent EBL EBR NBL N61 SBT SBR Lane Configurations y -T A Traffic Vol, veK!h 35 35 35 1195 1065 35 Future Vol. veil 35 35 35 1195 105 35 CanlLrding Pods, Whir 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, it 0 - - 0 0 - Grade, 96 0 - - 0 0 - Peak Hour Fades 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 1 1 2 Mvmt Flow 38 38 38 12M 1158 38 MaiarlMinor Mno2 (41apr1 Atao�1 Conflicting Flow All 2552 1177 1196 Stage 1 1177 - - Stage 2 1375 - - Critical Hdwy 6.42 622 4.12 Critical Hdwy Sig 1 5.42 - - Cri" Hdl Sig 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2218 Pot Cap-1 Maneuver -29 233 564 Stage 1 293 - - Stage 2 235 - Platoon blocked, % - - - MovCap-1 Maneuver -22 233 584 Mov Cap-2 Maneuver ill - - - - - Stage 1 293 Stage 2 180 Awcach _ E8 NB SB HCM Control Delay, s 51 4 03 0 HCM LDS F Irk wr [ ae Mir Mumt NBL ` ' H8i E9Liti SBY SBFt Capacity (veivh) 584 -- 150 HCM Lane VIC Ratio 0.065 - 0.507 HCM Control Delay (s) 11,6 0 514 HCM Lane LOS a A F HCM 95th°kFile0(veh) 02 - 24 Notes -: Volume exceeds rapacity S. Delay exceeds 300s +- Computation Not Defined Ail major volume in platoon 4ivhbVioj;Wal-TSi52516.06 Seasons YamrouthllechiSynchrciBD-3AT.syn HCM 2010 TWSC VHB::MB ON01019 I I 0 f lil 0 0 0 I I I