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Overlook Acres SPR & PUD Applications --, ��4,�3��;gr�o�t�:`��s4,�1Z,�4,�fi�m��m i >»��-=►6,1�c��—APR,{PVR�- I�i,�;p��, _ _ __ y P' . � CITY OF SALEM PLANNING BOARD 2020 JAN 30 a p.. CITY OF SALE IVIL i ' SASS APPLICATION FOR_ M PLANNED UNIT DEVELOPMENT SPECIAL PERMIT Location of Property: Map&Lot: Owner: Applicant: Overlook Acres.LLC Address/PO Box: See Attached Schedule of Owners. Address/PO Box: 5 Briscoe St., Suite 2 City, State,Zip Code: City,State,Zip Code: Beverly, MA 01915 Telephone: Telephone: 918-979-1275 I. Project Description: This projectis a mixed.use development consisting of both commercial and residential uses and public open spaces. There is one commercial building with a footprint.of 8,450 sguare.feet and fniir res4dPnt121 hi jilr ingc cn imitS There are g:tntal of 32d a, eking cnar_r__cac_nn Site' Zoning District(s); R-3,$-2, BPD Square footage of parcel: 729,061 Gross Square footage of structure(s): 359,350 Square footage of footprint: 96,950 No. of-dwelling,units:324 II. Submission Requirements: Application form and attached reports,statements,;and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original; the remaining two(2)copies shall be filed with the Planning.Board by the applicant. Plans and.drawings: Three(3),full-size(24"x 3b")sets of all plans.and drawings and nine(9)half- size(I l"xl7)sets of all plans and drawing shall be filed with the Planning Board by the applicant: Electronic_submission: One(1)electronic copy of all application materials, including the application form.and attached reports, statements,and narratives,and all project plans and drawings,shall be filed in.pdf format with the Planning Board by the applicant. A. Environmental Impact Statement: in accordance with Appendix A of the Salem Subdivision Regulations. B. Required Plans and.Drawings A Site Plan stamped and dated by an architect,registered engineer, landscape:architect,or other qualified professional,at scale of I"=4:0',(or as established by Planning Board)including all requirements as set forth in III B of the Salem Subdivision Regulations and the following: 1. Location and dimensions of all buildings and_other construction; 2. Location and dimensions of all parkingareas,loading areas;walkways,and driveways. 1 of 3 f 3. Location and dimensions of all internal roadways and access ways to adjacent public roadways; 4. Location and type of external lighting; 5. Location,type,dimensions and qualities of landscaping and screening; 6. Location and dimensions of utilities,gas,telephone,electrical communication,water, drainage,sewer and.other waste disposal; 7. Location of snow removal areas; 8. Location of all existing natural features including ponds,brooks, streams,wetlands, and marshes; 9. Existing and proposed topography of the site,with two-foot contours; 10. Conceptual drawings and elevations of all buildings to be erected including elevations showing architectural style; C. Required Narrative:A brief narrative,as requested by the Planning"Board addressing these site plan requirements and other appropriate concerns in the.following defined categories: I. Building 2. Parking and loading 3. Traffic flow, circulation and traffic impact 4. External lighting 5. Landscaping and screening 6. Utilities. 7. Snow removal 8. Natural features and their protection and enhancement 9. Topography and its maintenance 10. Compatibility of architecture with surrounding area III. Procedure- , The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application,plans and all other submitted information to the Inspector of Buildings,City Engineer, Board of Health, Fire Prevention Officer and Conservation Commission who may,at their discretion, investigate the application and report in writing their reconnnendation to the Planning Board. The Planning Board shall not take final action on such application until it has received a report thereon from the above agencies or until thirty-five(35)'days have elapsed after distribution of such application without a submission of a report. The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.:Notice of the filing of the petition shall be given to the City Clerk,Police Department,Department of Public Seivices,and School Department and further notice shallbe given as required by the Planning Board. The Planning Board shall notify the applicant in writing.of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers,by signs or by recording the special permit at the 2 of 3 i Registry of Deeds,of the conditions associated with said premises and the steps undertaken by the petiti er or hi successor in title to alleviate the effects of same. Si re of pplicant Signature of Owner(attached consent letter is also acceptable) "Consent letter to be provided �o j DV Date FEE PAID: 3 of 3 SCHEDULE OF PROPERTY LOCATION/OWNERS 1. Property: 379 Highland Avenue 16 Barnes Road 9, 12, 14, 15, 16 and 18 Cedar Road Map/Lot: 07/0059; 07/0021; 07/0049, 07/0054, 07/0053, 07/0050, 07/0052, 07/0051 Owner: Kathleen Ingemi and Stephen S. Ingemi, Trustees of John.M. Ingemi Realty Trust and Stephen S. Ingemi, Trustee of J. L. Realty Trust, 381 Highland Avenue Salem, Masachusetts 01970 2. Property: 4 Barnes Road Map/Lot: 07/0018 Owner: Domenica Ingemi, Trustee of the Peter Ingemi Trust 36 Margin Street Salem,Massachusetts 01970 3. Property: 383:Highland Avenue 14 Barnes Road Map/Lot: 03/066; 07/060 Owner: Kathleen Ingemi; Trustee of Barnes Road Trust 381 Highland Avenue Salem, Massachusetts 01970 4. Property: 10 Barnes Road Map/Lot: 07/0019 Owner: Josephine M. Hardy 10 Barnes Road Salem, Massachusetts 01970 5. Property: 387 Highland Avenue Map/Lot: 03/0067 Owner: John Femino '90 Margin Street Salem,Massachusetts 01970 f' 4 CrrY OF SALEM PL.ANMNG BOARD 200 JAH 30 AM I0: 40 CLERK CITY OF SALEM S L M A S S APPLICATION FORM SITE PLAN REVIEW Location of Property: Map&Lot: Owner: Applicant: Overlook Acres LLC Address/PO Box: See Attached Scheduleof Owners Address/PO Box: 5 Briscoe St.,Suite City, State,Zip Code: City, State,Zip Code: Beverly,MA 0191:5 Telephone: Telephone: 978-979-1275 I. Project Description This project is a.rnixed:use development consisting of both commercial and residential uses and public open spaces. There is one commercial building;with a footprint of 8,450 square feet:and our residential ui ings'consisting of,324 units. There are a total of 324parking spaces on site. Zoning District(s): R-3, B-2, BPD Square footage of parcel: 729,061 Gross Square footage of structure(s):.359;350 Square footage of footprint: 96,950 No. of dwelling units: 324 II. Submission.Requirements: Application form and attached reports,statements,and narratives: Five(5)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original; the remaining Four(4)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Four(4)full-size(24"x 36") set ofall plans and drawings and nine(9)half-size (1.1"x17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials,including the application form and attached reports; statements,and narratives,and'all project plans and drawings, shall be filed in.pdf format with the Planning Board by the applicant, A, Required Narrative: A brief narrative, as requested by the Planning Board addressing the site plan requirements and other appropriate concerns in the.following defined categories: 1. . Building w 2. Parking and loading 3. Traffic flow,circulation and traff c'impact w 4. External lighting 5. Landscaping and screening - 6. Utilities 7. Snow removal f - f 8. Natural features and their protection and enhancement 9. Topography and its maintenance 10. Compatibility of architecture with surrounding area B. Environmental Impact Statement: in accordance with Appendix A of the Salem Subdivision Regulations. C. Required.Plans and Drawings: A Site Plan stamped and dated by an architect,registered engineer,landscape architect,or other qualified professional,at a scale of I"=40', (or as.established by Planning Board) including all requirements as set forth in IIIB of the Salem Subdivision Regulations and the following: 1. Location and dimensions of all buildings and other construction; 2. Location and dimensions of all parking areas,loading areas,bicycle racks or bicycle storage areas,walkways, and driveways. 3. Clearly identify pavement changes exceeding 5% and any vegetated slopes steeper than 1V:3H, identify all pedestrian.and vehicular pavement materials. 4. Location and dimensions of all internal roadways and access ways to adjacent public roadways; 5. Location,function,photometric intensity,color temperature, and fixture type of external lighting; 6. Location,type,dimensions,and quantities of landscaping with the size of the planting identified. 7. Location,type;and dimensions of screening;including retaining walls and fences. 8. Current and proposed location and dimensions and screening of utilities, including: water,stormwater,sewer,drainage, drain inlets,drainage tanks,back flow preventers, manholes,hydrants, gas,electrical,telephone,wireless telecommunications facilities, HVAC-related mechanicals,transformers, switchge.ars,generators; intake and exhaust features including: ventilation, stacks,fans,louvers,steam,;and recycling and.other waste disposal locations; 9. Location and dimensions of snow removal areas; 10. Location of all existing natural features including ponds,brooks,streams,wetlands, street trees,marshes and existing:vegetations up to the curbline; 11. Existing and proposed topography of the site,with one-foot contours; 12. Conceptual drawings and elevations of all buildings to be erected including elevations showing architectural style; and 13. A context plan clearly showing the development site and the surrounding area at a scale of 100 feet. III. Procedure: The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application,plans and all other submitted information to the Inspector of Buildings, City Engineer, Board of Health,Fire Prevention Officer,Director of Traffic and Parking and Conservation Commission who may,at their discretion,'investigate the application and report in writing their recommendation to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the above agencies or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report. The Planning Board f t. f shall hold a Public Hearing on said application as soon as possible after receiving the above reports, in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The Planning Board may, as a condition of approval,require that the applicant give effective notice to prospective purchasers,by signs or by recording the special permit at the Registry of Deeds,of the conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. Consent letter to be provided atu of Applicant 4iow Signature of Owner(attached consent letter is also acceptable) J020 Date Date FEE PAID: FEE PAID: ,r SCHEDULE OF PROPERTY LOCATION/OWNERS 1. Property: 379 Highland Avenue 16 Barnes Road 9, 12, 14, 15, 16 and 18 Cedar Road Map/Lot: 07/0059; 07/0021; 07/0049, 07/0054, 07/0053, 07/0050,07/0052, 07/0051 Owner: Kathleen Ingemi and Stephen S. Ingemi, Trustees of John M. Ingemi Realty Trust and Stephen S. Ingemi, Trustee of J. L. Realty Trust, 381 Highland Avenue Salem, Masachusetts 01970 2. Property: 4 Barnes Road Map/Lot: 07/0018 Owner: Domenica Ingemi, Trustee of the Peter Ingemi Trust 36 Margin Street Salem, Massachusetts 01970 3. Property: 383 Highland Avenue 14 Barnes Road Map/Lot: 03/066; 07/060 Owner: Kathleen Ingemi, Trustee of Barnes Road Trust 381 Highland Avenue Salem, Massachusetts 01970 4. Property: 10 Barnes Road Map/Lot: 07/0019 Owner: Josephine M. Hardy 10 Barnes Road Salem, Massachusetts 01970 5. Property: 387 Highland Avenue Map/Lot: 03/0067 Owner: John Femino 90 Margin Street Salem, Massachusetts 01970 t i i February 3, 2020 Department of Planning & Community Development City of Salem 98 Washington Street Salem,MA 01970 To Whom It May Concern: The undersigned, owner of the property at 379 Highland Avenue, 16 Barnes Road, 9, 12, 14, 15, 16 and 18 Cedar Road, Salem Massachusetts, consents to the filing of applications,petitions and plans to the City of Salem for the development of the property by Overlook Acres LLC. f Very truly yours, Aa ' t�,, athleen""[nge i; , ustee.o"Uoh"h M. Ingemi Realty Trust Step S. Ingemi, Trustee(V John M. Ingemi Realty Trust 6 Stephen:S. Ingemi, Trustee o J. L. Realty Trust z r i E 1 E February 3, 2020 Department of Planning & Community Development City of Salem 98 Washington Street Salem,MA 01970 To Whom It May Concern: The undersigned, owner of the property at 383 Highland Avenue and 14 Barnes Road, Salem Massachusetts, consents to the filing of applications,petitions and plans to the City of Salem for the development of the property by Overlook Acres LLC. Very truly yours, Kathleen ingemi- Trastee of Barnes Road Trust f s , February 3,2020 a A . Department of Planning&Community Development City of Salem 98 Washington Street Salem,MA 01970 To Whom It May Concern: The undersigned,owner of the property at 4 Barnes Road,Salem Massachusetts,consents to the filing of applications,petitions and plans to the City of Salem for the development of the property by Overlook Acres LLC. V.ery.truly, yours, Damcnica=Ingemi,Tliiccre�of tile i pmo m t {{(E i uuuOVFl�Igndwre Venncatwic uuF),uv n;i I- fjU'IINI February 3,2020 Department of Planning & Community Development City of Salem 98 Washington Street Salem, MA 01970 To Whom It May Concern: The undersigned, owner of the property at 387 Highland Avenue, Salem Massachusetts, consents to the filing of applications,petitions and plans to the City of Salem for the development of the property by Overlook Acres LLC. Very truly yours, d=111 V9AZA�: YKK -7PR-FEXO ELT YKKM-7PRV-FEXO-QLZY John Femino i t I February 3,2020 Department of Planning&Community Development City of Salem 98 Washington Street Salem, MA 01970 To Whom It May Concern: i The undersigned, owner of the property at 10 Barnes Road, Salem Massachusetts, consents to the filing of applications,petitions and plans to the City of Salem for the development of the property by Overlook Acres LLC. Very truly yours, os phine .Hardy I The Morin.-Cameron N a-U 010 January 29,.2020 �- t •� Salem Planning`Board ! •F� .;'r •.� f , �-- • + �,•, ,� Salem City Halt 93 Washington Street T Salem, MA 01970 Re: Submission Summary f , Site Plan Review& Planned.Uhit Development Special Permit ; Highland Avenue 379, 383, &387 Highland Avenue,4, 10, 12, 14 & 16 Barnes Road, &9, 12, 14-16, &18 Cedar Road Dear Members of the Board: On behalf of Overtook Acres, LLC, The Morin-Cameron Group, Inca ("MCG") prepared the following Preliminary Environmental Impact Statement in accordance with Appendix A of the Salem Rules and . Regulations Governing the Subdivision of Land associated with the Highland Avenue Planned Unit Development. Since the project is only at the 25% design stage, portions of this report are not yet completed. The final environmental impact report will be completed with the final design of the project, incorporating feedback from the Board, department staff and the public. Included herewith is the following: • "Site Plans for a Planned Unit Development located at 379, 383, &387 Highland Avenue,4, 10, 12, 14 & 16 Barnes Road, &9, 12, 14-16, & 18 Cedar Road (Assessor's Map 7, Lots 18-21, 49- 54, 59&60&Map 3, Lots 66&67) Salem Massachusetts" prepared by MCG,dated January 29, 2020 and attached hereto. • Figure 1: Ortho Photo • Figure 2: USGS Locus Map" • Figure 3: SCS Soils Map • Figure 4: FEMA Flood Map - Natural Environment 1. Air r a. Describe possible sources and duration ofsignificant amounts of odors,smoke and dust. The plans call for the construction of network of drives to provide access to 4 multistory residential buildings, 1 office/residential mixed-use building and a club house. The construction of the drives is anticipated to take 2 years. Construction of the site wilt be phased. Potential sources of air pollution associated with the project include emissions from construction equipment and dust associated with excavation of earth. Dust 'could also be generated from building demolition.' CIVIL ENGINEERS LAND SURVEYORS e ENVIRONMENTAL CONSULTANTS® LAND USE PLANNERS 66 Elm Street, Danvers, MA 01923 978.777.8586 FAX 978.774.3488 Providing Professional Services Since 1978 www.morincameron.com l Salem Planning Board 2 January 29,2020 u} b. Describe precaution to be taken to eliminate or minimize the adverse environmental effects of the smoke, dust or odors generated. The project will -be monitored on a weekly' basis under a SWPPP regulated under the Environmental Protection Agencies National Pollutant Discharge Elimination System ("NPDES")._The SWPPP includes provisions to minimize dust by regular street sweeping and if necessary, stabilizing stockpiles and other exposed areas and watering the construction-site. Building demolition will be overseen by the Salem Health Agent and Building Inspector in accordance with local and state regulations. Hauling of debris will also be completed in accordance with local and state regulations. Emissions from construction vehicles will be minimal and short term. c. Describe the relationship of the location of the subdivision and prevailing wind patterns to nearby residences, businesses, recreation areas, and other public areas. '-' Prevailing winds are typically in a northwesterly direction in winter months when construction will be minimal and southwesterly in summer months. [1] adjacent residential uses are located .R southwest of the site and not in the direction of the prevailing wind patterns. F d If incineration of refuse is proposed for the subdivision, describe the effects resultant ' emissions will have on air quality in the area.Include proof that the incinerator complies with the latest local and state standards. Large scale incineration is not proposed for this project. 2. Land a. Describe the existing general physical conditions of the site, including existing use, general topography, unusual geologic formations and soils, and how the project will effect these features The development parcel is situated on 13 properties located at 379, 383, & 387 Highland Avenue, 4, 10, 12, 14 & 16 Barnes Road & 9, 12, 14-16, & 18 Cedar Road. It has a land area of 729,061± square feet (sf) (16.74± acres). The majority of the parcels are undeveloped and { ,F comprised of woods, gravel, wetlands, and grassed areas. 379, 383, & 387 Highland as well as 10 & 12 Barnes are developed as existing single family residential'and consist of residential homes, lawn, bituminous pavement and landscaping.A portion of the project along Highland Avenue is within the Entrance Corridor Overlay District.The site is bordered by developed land in business or residential zoning districts. Refer to Figure 1: USGS Locus Map and Figure 2: Ortho Image for an illustration of the site and surrounding features. Grades on the site vary, 9 9 with slopes ranging from 1-2% in paved areas and up to 50% in undeveloped areas. The site generally slopes towards the wetland with the lowest point within the wetland at an elevation of 71.8± (NAVD88)and the high point at 10 Barnes Road with an elevation of 151.5+(NAVD88). Elevations are shown on the North American Vertical Datum of 1988. Soils on site are classified as Whitman Fine Sandy Loam (73-AIHSG D), Chatfield-Hollis-Rock outcrop complex, 0-15% slopes (102-CIHSG B), Chatfield-Hollis-Rock outcrop complex, 15-35% slopes (102EIHSG D), Paxton-Urban land complex, 3-15%slopes(622 CJHSG C), and Hollis-Urban land-Rock outcrop complex (724-C), which is not given an Hydrologic Soil Group rating, as defined in the Soil Resource Report for Essex County, Massachusetts, Southern Part Version 15 issued September 7, 20i8 (See Figure 3: SCS Soils Map). Soil testing wilt be performed during the next phase of development. The testing will identify the seasonal high groundwater table and confirm the soil type and consistency that is expected based on the SCS.maps. Soil logs wilt be provided once testing is complete. The site is shown to be in both" a Zone "X" on the FEMA Federal l Salem Planning Board 3 January29,2020 Insurance Rate Map (FIRM) #25009C0531G, dated July 16,.2014. (See Figure 4: .FEMA FIRM Map). b. Describe any limitations on proposed project caused by subsurface soil and water conditions, and methods to be used to overcome them'' = .� The soWc'onditions on the site include a large amount of type 'D' soil and the likely presence ,1 lof shallow bedrock conditions.Bedrock excavated from the site will be processed and removed - • ' or used as material for construction. Rock used to stabilize steep slopes is expected to be generated on site from excavated bedrock.• Surface runoff, which contributes to the { groundwater, will be managed with subsurface or surface infiltration systems. These Isystems will be placed in areas where suitable well drained soils are identified during soil testing. The goal of the subsurface infiltration systems is to temporarily hold, and slowly- release, stormwater runoff from the site back into the ground. The design of stormwater systems will follow the Massachusetts Stormwater Management Handbook and City of Salem Regulations:' ` c. Describe procedures and findings of percolation tests conducted on the site. Percolation tests will not be conducted for. this project as those tests are intended to be used for the design of onsite wastewater disposal systems, which will not be implemented here. If, soil conditions permit, double-ring infiltrometer tests will be performed to determine the in- situ soil hydraulic conductivity, which can be applied in the stormwater system design. If soiC" ' conditions do not permit infiltrometer testing (typically due to stony/gravelly soil or poorly drained soil), the soil type, excavation difficulty and consistency will be evaluated, arid' an appropriate hydraulic conductivity will be applied based on the rate_s established in the Rawls Table. d. Describe the types and amounts of land which will be permanently affected by construction of the subdivision. The development will create approximate 324 new units of housing and a new 8,450±E SF business.The total development footprint will include approximately 13 acres of land.,The new buildings will be accessed from new driveways. The land affected consists of ledge outcrops, woods, and existing single-family home lots and areas that appear to have been altered in the past, containing debris and fill.Areas of tree preservation'have been indicated on the plan and, generally include a buffer around the wetland area and adjacent to residential uses. e. Describe proposed rough grading plans Grading is designed to create level areas for roadways, sidewalks, buildings and open space areas for residents of the development as well as the public. The processed rock from the bedrock excavation areas will be reused on site to reinforce slopes and construct walls. The majority of the site drains towards the bordering vegetated wetland. Some minor wetland - filling is proposed, totaling less than 5,000 sf and wetland replication of at least 1 to 1 is_ proposed. Grades within the roadway vary from 1.25% to 8%o on the main roads, with some steeper garage entrances. The cut/fill analysis of the site will be further refined in the next phase of development. Overall, the proposed grade of the site will be reduced significantly from the existing conditions. This is a benefit to slowing down the release of stormwater runoff ' and improving groundwater recharge capability of the site. The shallower slopes will also reduce erosion. I.Y I Salem Planning Board 4 January 29, 2020 P f. Describe the location and extent of existing marshes, wetlands; or seasonal wet areas and any proposed alterations An Order of Resource Area Delineation was obtained for the property on August 14,2019 with DEP File Number 64-679. The ORAD confirmed the presence of an isolated vegetated wetland ("IVW") which is only locally jurisdictional and bordering vegetated wetland ("BVW") which is jurisdictional under the State Wetlands Protection Act and Regulations. As described_ above, minor.work is proposed to fill a portion of the isolated vegetated wetland as well as a small, finger-like projection of the bordering vegetated wetland. The area proposed to be filled is less than 5,000 SF. Replication areas are proposed for both the isolated wetland and the bordering vegetated wetland to replace these altered areas at a ratio of at least 1 to 1. The wetland impacts and mitigating measures will be further designed in the next phase of the project. '3. Water and Wetlands a. Evaluate how and to what extent the project will affect the quality and quantity of any existing or potential public or private water supply, including watersheds, reservoirs and groundwater. The project will provide new water mains that will create a loop on Highland Avenue. The ; existing Highland Avenue water main is 16" in diameter. Hydrant testing will be conducted in the spring of 2020 to determine the capacity of the system in the location of the proposed r: development. The site is not within a groundwater supply (Zone II) or surface water supply (Zone A). The MassDEP Stormwater Management Handbook("SMH") will be implemented as the controlling statute for the design of the stormwater management system as well as City of Salem stormwater regulations. Since the development of the site cannot increase the peak rate of runoff,the stormwater mitigation system will attenuate peak rate so that it is no greater ' than the existing condition of the site. By attenuating the peak rate of runoff,there will be no concern, of adverse flooding impacts to downstream properties. Groundwater recharge measures will also be implemented to provide additional benefit to the watershed by ,A improving the site's capacity to infiltrate stormwater into the ground. Water quality will be _ addressed in the stormwater design. It should' be noted that there are no stormwater management measures currently implemented at the site. b. Describe the methods to be used during construction to control erosion and sedimentation and siltation including use of sediment basins and type of mulching, matting, or temporary vegetation,approximate size and location of land to be cleared ' at anygiven time and length of time to exposure,covering of soil stockpiles,and other control methods used. Evaluate effectiveness of proposed methods on the site and on the surrounding areas During construction, a SWPPP will be implemented to ensure that potential sources of sediment or pollutant discharges are controlled and managed throughout the duration of the project. The SWPPP will be included in the Drainage Report developed during the next phase of the project. The erosion control measures explained in the SWPPP will include measures such as construction mats and vehicle washing areas to minimize tracking onto Highland Avenue and Barnes Road, street sweeping, watering for dust control, sediment forebays, seeding, grading, erosion barriers, minimizing exposed areas, silt sacks, dewatering practices (which are not anticipated) and several other good housekeeping measures. The SWPPP will be managed by a construction supervisor or by MCG at a minimum on a weekly basis with inspections of the entire site. These.good housekeeping and.oversight measures have a long N i f Salem Planning Board 5 January 29,2020 standing track record, endorsed by the EPA and DEP for effectively,managing erosion and pollution sources during construction. c. Describe the permanent methods to be-used_ _to control erosion and sedimentation. lnclude description of The permanent methods to be used to control*erosion and sedimentation are shown below: (1) any areas subject to flooding or pondeng; The development will not impact any areas subject to flooding or ponding. ` _ (2)proposed surface drainage system; During construction, temporary diversion swales, forebays and other measures will be • identified in the SWPPP and will be used to control the flow of surface runoff and prevent sediment discharges. , (3)proposed land grading and permanent vegetation cover, Grades existing on-site are vary greatly and will.generally be reduced after construction. Any exposed stockpiles will be stabilized with grass seed and haybales, exposed areas will 'be treated with water and/or seeded in accordance with the SWPPP. Once a road is constructed and stabilized, building construction wilt be managed in accordance with the SWPPP. r (4)methods to be used to protect existing vegetation, The project will be phased to.limit the impact to the existing site vegetation. The limit of work will be staked prior to construction and delineated by construction fencing or silt/erosion barriers to protect trees and vegetation. (5) the relationship of the development to the topography, The proposed topography will balance the existing topography to the extent practicable. (6)any proposed alterations of shorelines, marshes or seasonal wet areas, There will be minimal alteration to the BVW and IVW. (7)any existing or proposed flood control or wetland easements; No flood control or wetland easements are necessary for the project. (8) estimated increase of peak runoff caused by altered surface conditions,and methods to be used to return water to the soils. See response to IA above. d. Discuss probability that project will increase pollution or turbidity levels within receiving waterway and the precautions to betaken to minimize the effects As discussed in IA above, the project will improve water quality and decrease turbidity by complying with the standards of the MassDEP SMH. During construction, the SWPPP will • minimize the probability of a construction related discharge and emergency procedures are -, also outlined in the SWPPP in case of an incident. The construction of the project will be phased, therefore the probability of a discharge will be reduced to the maximum extent.. practicable. l � Salem Planning Board 6 January 29,2020 �7 e. Discuss the project's effect on the waterway's aquatic biota and use as habitats The project will be designed to protect and enhance the existing wetlands on site. A full design will be provided.'in the next phase of the project. f. Discuss the project's effects on groundwater quality and supply and efforts to recharge groundwater supplies i As stated previously, the average slope of the property will be decreased as a result of construction: The softer slopes,coupled with irifiltration systems designed in accordance with the SMH, will improve the sites ability to capture, retain and recharge surface runoff into the groundwater supply. . g. Discuss what effect the project will have on increasing the incidents of flooding, including areas outside the subdivision. The stormwater management system will be designed to reduce the peak rate of runoff discharging from the site. This wilt slightly reduce the sites contribution to the watershed, and _ reduce the probability of downstream flooding, should a problem exist today. There are no known flooding issues on the site. ' h. Discuss the effect of the proposed sewage disposal methods on surface and groundwater. ` supplies and quality. . Wastewater will be pumped via two pump stations to the public sewer system located on = . Highland Avenue. The wastewater from Building 1 will be pumped to the municipal system ` - heading north on Highland Avenue.Buildings 2, 3,&4 will be pumped to the municipal system which heads south on Highland Avenue. Building 5 will connect directly to the municipal system on Highland Avenue by a gravity sewer. More information will be provided on the sewer system design in the next phase of the project. 4. Energy a. Describe the types and increased quantity of energy required to serve the needs of the project residents ` The energy utilized at the project site-is for 3 existing single family homes. The proposed development wilt include 324 residential units and an 8,450± sf commercial use.The buildings will be designed in accordance with current building codes, which place a significant burden on energy efficiency. Fuel and electricity requirements for the project will be mitigated through utility payments to the service providing companies. b. Indicate what the sources of this energy will be. Electrical power wilt be provided by underground conduit and connected to the existing overhead power on Highland Avenue or Barnes Road, as determined by the power company. Natural gas will be coordinated with the gas company to provide energy of the site. More information on this will be provided in the next phase of development. S. Noise a. Describe the time, duration and types of noises generated by the project, both during and after construction. The nearest residence to the project site is approximately 120' away from the closest building and the site is screened by protected wooded buffers on atl sides. Care will be taken to reduce .noise levels during construction during construction.A wooded buffer to the residential areas c Salem Planning Board 7 January 29,2020 has been incorporated into the project design, where feasible, to mitigate both construction phase and long:-term buffering to the project. Grades on the site are also significantly lower than the adjacent residential uses. This will also mitigate potential noise impacts during construction. Parking and access driveways were kept away from or below adjacent residential use,to the extent practicable.- b., Discuss what effect these noises will have on both humans and wildlife., There will be temporary nuisance to adjacent wildlife during construction of the project. Afters construction, the residential use is passive and there will be minimal impacts from noise.+The commercial use is situated away from adjacent residential uses, along highland avenue. The ambient noise generated by Highland Avenue traffic will be greater than any potential noise' generated from the development, in that location. c. Describe the controls which will be used to eliminate or minimize the effects of these noises. During construction, any noise emanating from the site.will be limited to the working hours of, 7:00 AM and 5:00 PM on weekdays,7:00 AM and 3:00 PM on Saturdays and no work on Sunday or legal holidays. 6. Local Flora and Fauna` a. Discuss the project's effects on land-based ecosystems, such as the indigenous wildlife, ; stream bank cover, and vegetal or wooded growth. This will be addressed in the next phase of design. f ' b. Describe proposed types and amounts of vegetal cover. This will be addressed in the next phase of design. ^a` c. Discuss the existence of rare or endangered plant, .wildlife or fish species in the project area. According to the Natural Heritage and Endangered Species Program, the site is not mapped as a priority or estimated habitat for rare wildlife or endangered.species. ' '. Man-Made Environment r 1. Land use f~ a. Describe how the proposed project conforms to the growth plans for the area and the City in general. Information related to the growth plan for the City will•be provided in a future phase of design. ' b. Describe land uses surrounding the project: The land uses surrounding the project vary. Along Highland Avenue, many of the properties ' are commercial. Adjacent to the project's frontage on Highland Avenue there is undeveloped land that is currently undergoing review for a potential zoning change to allow for a similar :F use as to what is proposed with this application. Along Barnes Road; the abutting properties are residential.Along the rear of the property the project abuts industrial uses on Technology_ _ way and Swampscott Road. I Salem Planning Board 8 January.29,2020 t' c. Describe any existing or proposed public or common recreational or open areas within the subdivision: The project development includes a proposed public park and playground along Barnes Road. Additionally, the project proponent has included in the development proposal construction of new sidewalks along Barnes Road out to Highland Avenue, as well as improvements to the Highland Avenue, Barnes Road intersection and the renovation and expansion of the sidewalk along Highland Avenue-The interior of the site includes sidewalks where possible that will be open and accessible to the public. d. Discuss the site's'proximity to transportation, shopping,. educational facilities, recreational facilities, etc.: The project has frontage on Highland Avenue, which has Massachusetts Bay Transportation Authority(META) bus lines that stop at the intersection of Barnes Road and Highland Avenue. There is a shopping plaza (Walmart) approximately 1,000 feet south of the site along Highland Avenue. Salem High School is approximately 1.1 miles to the north along Highland Avenue. There are a multitude of.commercial businesses along Highland .Avenue within walking distance of the project including, but not limited to, CVS, IHOP, Pet Smart, North Shore Physicians Group, and St.Jean's Credit Union. 2. Density - a. Provide a tabulation of proposed buildings by type, size (number of bedrooms, floor r area), ground coverage, and a summary showing the percentage of the tract to be ' occupied by buildings,parking and other pa ved vehicular areas, and usable open space. The proposed building tabulation will be provided after the floor plans for each building are solidified. For the residential use, 324 units are proposed with approximately,1.5 space per unit. There are 18 spaces dedicated for commercial use. The following table summarizes the approximate coverages for the overall development: ` Category of Coverage Total Area by Category Percent Lot Coverage (SF) % Building 362,700± 49.75 Pavement 186,250± 25.55 Pervious Area/Sidewalks 180,11.1 24:70 3. Zoning r a. Indicate the zoning designations for the site and adjacent areas The zoning on the property consists of Business Park Development (BPD), Residential 3 (R3), and Business Highway(62).The front portion of the site is within the Entrance Corridor Overlay District.To the south,the site is bordered by Residential 1 neighborhood. Along Highland and Cedar the zoning is a mix of BPD and B2. i 4. Architecture a. Describe the architectural and landscaping techniques which will be used to blend the structures with the surrounding area. The architectural and landscaping design will be further developed in the next phase of design. Salem Planning Board 9 January 29,2020 b. Discuss the heights of the structures in.relation to the surrounding area. The residential buildings will be 4 stories/50 feet in height.-Due to the topography of the site, the buildings will be set lower-than the adjacent properties along Barnes Avenue. As a result, the roofline-of the proposed buildings will be similar in height to the residences"along Barnes Avenue. Discuss the project's visual impact and possible interference with natural views f= :,See response 4.b, above. Where possible trees will be preserved to provide a buffer between the development and the residential neighborhood., d Describe type of construction,'building materials used, location of common areas, location and type of service facilities(laundry, trash,garbage disposal). The primary type of construction anticipated for the development is a steel base with wood frame upper stories. Laundry will be accommodated in each building unit. Trash,garbage and ` recycling will be through a centralized pickup location on the site. ' S. Historic Buildings, Historical Sites and,Archeological Sites a. .Indicate location and significance of any historic buildings or sites"on or adjacent to the - project. There are no historic buildings or sites on or adjacent to the project site. Public Facilities ' 1. Water supply, flow, pressure and distribution a. Describe the groundwater and/or surface water supply to be used. The project will connect to the public water supply,therefore no domestic wells will be needed. Landscape irrigation will be determined in the next phase of design. b. Discuss the demands of the project for consumption and fire protection. The demands of the project for consumption and fire protection will be further evaluated in the next phase of design. The development will include multiple hydrants and sprinklers,within the buildings. 2. Sanitary sewerage connection, distribution and facilities ` a. Discuss the quantity and type of sewage which will be generated by the project.4 The sewer design will be furthered in the next phase of design. b. Describe the method of sewage treatment, if any,proposed for the project. + See answer to 2.a,above._ 3. Storm Drain Facilities z a. Describe where connection to the City system is proposed. The drainage system for the proposed development is not anticipated to connect to the city system. Salem Planning Board 10 January 29,2020 4. Disposition of Stormwater a. Indicate the location of all proposed outfalls The•proposed outfalls will be determined in the next .phase of design. All outfalls are -anticipated to discharge towards the BVW on site. b. -Describe the effect of the outfalls and their discharge on the receiving waters, i.e., increased flows,pollution, etc. ." The proposed outfall will have no deleterious impact on the receiving waters of the z 'Commonwealth of. Massachusetts. This will be more closely evaluated in the next phase of design. c. Discuss the quantity of stormwater to be discharged -The project will result in a reduction in post-development rates of runoff following the Mass DEP Stormwater Management Handbook. S. Refuse Disposal a. Estimate the quantity and types of refuse that will be generated by the project. A dumpster is provided for the commercial building. A separate dumpster location is situated near building 3 for residential use. This location wilt include both a solid waste and a recycling dumpster, fully enclosed to prevent windblown debris and keep birds and vermin out of the containers. During construction, refuse will be hauled and disposed of in accordance with local ti and state regulations at a certified refuse disposal site. b. Describe the proposed methods of refuse disposal. Dumpsters for the commercial use and the residential use will be picked up by trucks in accordance to the Salem regulations. 6. Traffic facilities a. Discuss future vehicular circulation patterns including number and types of vehicles The site is designed to minimize dead-end road lengths. A full traffic impact report will be provided by MDM Transportation Consultants, Inc. in the next phase of design. Describe the proposed pedestrian circulation pattern. The development of the site will incorporate a new sidewalks connecting the buildings to Highland Avenue via Cedar Road and the driveway to the egress at Highland Avenue. A new public sidewalk on Barnes Road is proposed along with.the development, as well as the. reconstruction of the existing sidewalk on Highland Avenue to meet MassDOT standards. b. 'Discuss the location and number of parking spaces proposed. 507 parking spaces are proposed as part of the development. 18 spaces will be reserved for commercial use, with 489 spaces for the residential uses. The parking was located on the site to maximize efficiency and provide easy access between parking and the buildings. Portions of the surface parking will be covered, and garage parking will also be included under some of the residential buildings. There are 1.5 spaces per residential unit. i Salem Planning Board 11 January 29,2020 7. "Electric Power a. Discuss the power demand of the subdivision. The energy demand for the project will be determined in the nexf:pliase'of.design.• b. Discuss the source of the electric power and the method of supplying the area Electrical power will be provided from the utility poles on Highland Avenue and Barnes Road. Electrical power will be provided underground throughout the site. This will be further,. evaluated in the next phase of design `- 8. Gas a. Discuss the demands of the subdivision. The gas demand for the project will be further evaluated in the next phase of design. b. Describe what the gas will be used for in the area. Gas will be used typically for heating, hot water and cooking within the residential,buildings. c. Describe the source ofgas supply and the proposed method of supplying the area. Natural gas source will be coordinated with National Grid and will be further evaluated in the.',- next phase of design. Community Service 1. Schools a. Discuss the effect of the subdivision on existing schools, including number and ages of children generated by the subdivision. The effect of the project on existing schools will be analyzed in the next phase of design. t b. Describe the location of the nearest existing schools Salem High School is located at 77 Willson Street, 1.1 miles to the north of the project. - Witchcraft Heights Elementary School is located at 1 Frederick Street approximately 2 miles northwest of the site. The Horace Mann Laboratory School is located at 79 Witlson Street, 1.1 miles north of the project. a` 2. Recreation a. Describe existing and proposed recreational facilities, including active and passive' types,and age groups participating, and state whether recreational facilities and open_ space are available to all Salem residents The project includes a proposed public park and playground along Barnes Road.The sidewalk along Barnes, Highland, Cedar, and within the site will be open to the public. The project wilt - also include a clubhouse,for use by residents of the development. The clubhouse will include- amenity space, pool, gymnasium and other recreational features. The project will also include '- bike storage locations throughout the property, both surface and sheltered areas within the buildings. b. Indicate location and width of existing and proposed pedestrian ways, bikeways or bridle paths i r A-bike lane on Highland Avenue is proposed for the project. Sidewalk improvements along ; Highland are planned:. New sidewalks on Cedar and Barnes •are-proposed to connect the Salem Planning Board 12 January 29,2020 Q existing neighborhood and the project site to Highland Avenue. Sidewalks will comply with Massachusetts Architectural Access Board with ramps extending into intersections and a width of 5 feet. 3. Police ' a. Estimate the total population projected for the subdivision: The.total population projected for the project will be evaluated in the next phase of design. b. . Estimate the total number of automobiles for the area. ` The total number of automobiles for the project will be evaluated in the next phase of design. 4. Fire ._ a. Discuss the total number of buildings to be constructed and their types and construction. There will be 6 buildings located on the site.These buildings are anticipated to be constructed with a steel base with wood frame upper stories. - b. Describe the source and quantity of water available for fire protection for the area. The water main located on Highland'Avenue is 16" in diameter. Hydrant testing to determine the capacity of the main will be conducted in the spring of 2020 and further evaluated in the next phase of design. ' S. Public Works a. Calculate the total linear feet of roadway to be publically maintained and plowed. The development will be privately owned and maintained. b. Calculate the linear feet of street drains, culverts, sanitary sewers, and waterlines to be publically maintained. There are no public utilities proposed for the project. Utilities will be privately owned and maintained. Human Considerations 1. Aesthetics and Visual Impact a. Discuss the change in the present character of the area due to the project, i.e., land use, density of development, etc. This will be evaluated in the next phase of design. b. Discuss the measures to be taken to minimize the adverse effects of the project, i.e., architecture, buffers, etc. Tree buffers are provided along adjacent residential uses where feasible.The grade of the site is such that the height of the buildings will be no greater than the rooflines of the adjacent residential dwellings. The architectural design will be further evaluated in the next phase of design. CJ Salem Planning Board 13 January 29,2020 2. Parks, Forests and recreational Areas a. Discuss how,the siting and construction of the project will affect existing and potential park and recreation areas, open spaces, natural areas, and scenic values The project will not affect existing park areas. The project will provide anew park/playground for the,Barnes Road.neighborhood. The,topography vuilltscreen the.development from 'the residential.neighborhood to preserve views. ` Discuss how the project will affect recreational opportunities in the area due to removal: of parks, forests, or open areas from public use. The project will not impact recreational opportunities in`the area and will create a new public '• park/playground: 3. Public Health a. Discuss the project's effects on residents'public health due to changes in water quality, air quality, noise levels, etc. The project will be designed to blend in with.the surrounding topography and setting. All:; • design components will be designed to minimize negative impacts to the public health by fully complying with applicable wastewater, stormwater and erosion control and building regulations. Water quality at design outfalts will be better than under existing conditions due to the significant improvement in TSS removal,where no best management practices exist on the site today. Recharge of water to groundwater will be provided to maintain the quantity and quality of the existing groundwater. Peak discharges will be attenuated to match or be' less than existing conditions for all storm events. There will be no negative impact to either air quality or noise levels either. during construction or when'the project is fully completed. While there will be temporary impacts during construction, these will be short lived and the tong-term residential use of the property will`be a passive use, with minimal impact on the Barnes neighborhood. If you have any questions or comments or require further information or clarification, please contact our office at 78) 777-8586. Sincerely, THE MO I P, INC. Ott eron, P.E. Princi a r Attachments Cc: Overlook, LLC Atty.S. 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SCS SOILS MAP 66 ELM STREET, DANVERS, MA 0 1923 CEDAR ROAD, BARNES ROAD, r 1978.774.3488 WWW.MORINCAMERON.COM SALEM, MA DATE: 0.I •"` IHOMAS CIRCLE " f „ 1. . .•� r!� .�� 4�!.Q',wl��`�'1 1�� " '"•� �:M'.. tr r �� F�,v, •,�'� ' � 'n #'a zr •. :i •*� � �� ,I`�yiS�T��'L�'•�"S,a,(F r t�G9 <�; �. .Ae�+c°r .•�� ftiQet�: ,,;+ t �, c•;�O� �•�' �•:"J,r it'St, ,r-i 2.� �r Tq �F��.�.�G; lx;,,,,q� • . 4: + °:�! �h�;;Q 'i'_9��ntn�:_ p'°. Y�'t�"' ►.�.�r. i� c��,�\ `�9Ltt`iF!`3�;• � .��; � ��,-;�.* r �L�Ox� Q if 'K ��' Y�� '! 0�42' S T,�r rw �+ t ,8��'Cr�''.W7�• � �Q 9` 4 t v . 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FEMA FLOOD MAP 66 ELM STREET, DANVERS, MA 01923 CEDAR ROAD, BARNES ROAD, r P 1978.777.8586 F 1978.774.3488 HIGHLAND AVENUE WWW.MORINCAMERON.COM IN SALEM, MA 1 DATE: JAN UARY 29, 202011 Scale: I" = 500' 11 FIGURE #4 TRAFFIC IMPACT AND ACCESS STUDY 1 PROPOSED MIXED-USE DEVELOPMENT Highland Avenue & Barnes Road Salem, Massachusetts Prepared for: Overlook Acres,.LLC January, 2020 �/� TRANSPORTATION CONSULTANTS,INC. A�YJL D l�YJI Planners&Engineers Copyright 02020 by.MDM Transportation Consultants;Inc. All Rights Reserved TRAFFIC IMPACT AND ACCESS STUDY PROPOSED MIXED-USE DEVELOPMENT Highland Avenue & Barnes Road Salem, Massachusetts Prepared for: Overlook Acres,LLC Beverly, Massachusetts Prepared by: MDM Transportation Consultants, Inc. 28 Lord Road, Suite 280 Marlborough, Massachusetts 01752 Phone: (508)303-0370 Fax: (508) 303-0371 . January 2020 MDM. Copyright 2020 by MDM Transportation Consultants,Inc All Rights Reserved CONTENTS EXECUTIVE SUMMARY.:.........::...........................................................................................................:1 1.0 INTRODUCTION....................... ...................................................................... ...........................6 1.1 PROPOSED DEVELOPMENT.........:....:.....:...:... ...............6 1.2 STUDY METHODOLOGY................................................................... ........................................................7 1.3 STUDY AREA ...................;..................I...........................................................e..........................................7 2.0 1 BASELINE CONDITIONS..............................................................................................................8 2.1 STUDY AREA ROADWAY NETWORK . .. ............8 1 2.2 BASELINE TRAFFIC VOLUMES.......................................................?......................................................10 2.3 SAFETY........................................................................................................................................................I I 2.4 PUBLIC TRANSPORTATION FACILITIES...........................................................................................14 3.0 FUTURE CONDITIONS.......................................................................... ....................................15 3.1 BACKGROUND TRAFFIC GROWTH................................... ........................................................... ........15 3.2 NO-BUILD TRAFFIC VOLUMES.........: ........:........................................................................................16 3.3 SITE-GENERATED TRAFFIC—ITE BASIS ...................................w................... .......................................16 3*4 TRIP DISTRIBUTION AND ASSIGNMENT..............................................................................................18 35 BUILD TRAFFIC VOLUMES.:.................:::....... :......:...:......:..........t......................................................18 4.0 TRAFFIC OPERATIONS ANALYSIS..........................................................................................19 4.1 CAPACITY ANALYSIS PROCEDURES.....................................................................................................19 4:2 INTERSECTION CAPACITY ANALYSIS RESULTS... ......... ...................I.....................I..........;.......19 5.0 RECOMMENDATIONS AND CONCLUSIONS............. ............ .......................... ...............26 5.1 RECOMMENDATIONS....-.,........ ................................. ............................................................................ ..26 5.2 CONCLUSIONS................. ...........................................................................................................................28 MDM G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIAS01—Final.doc FIGURES Number Title 1 Site Location 2 Preliminary Site Layout 3 2019 Baseline Weekday Morning Peak Hour Traffic Volumes i 4 2019 Baseline WeekdayEvening Peak Hour Traffic Volumes g .fh � I 5 2026 No-Build WeekdayMornin Peak Hour Traffic g .fh I 6 2026 No-Build Weekday Evening Peak Hour Traffic Volumes 7 Trip Distribution 8 Site-Generated Trips—Weekday Morning Peak Hour Traffic Volumes 9 Site-Generated Trips—Weekday Evening Peak Hour Traffic Volumes 10 2026 Build Weekday Morning Peak Hour Traffic Volumes 11 2026 Build Weekday Evening Peak Hour Traffic Volumes 12 Conceptual Improvement Plan—Highland Ave at Barnes Road MDM G: Projects 105 Sal m \ ). \ 5 Sae (Overlook Acres)\Documents\1055 TIAS01_Final.doc TABLES Number Title I Baseline Traffic Volume Summary 2 Intersection Crash Summary 3 Trip-Generation Summary I 4 Intersection Capacity Analysis Results—Weekday Morning Peak Hour P y y y 8 5 Intersection Capacity Analysis Results-Weekday Evening Peak Hour 6 Vehicle Queue Analysis Summary—Highland Ave at Marlborough Rd/Traders Way 7 Vehicle Queue Analysis Summary—Highland Ave at Swampscott Rd 8 Vehicle Queue Analysis Summary=Highland Ave at Barnes Rd 9, Vehicle Queue Analysis Summary—Highland Ave at Old Village Drive. MDM 1 G:.\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIAS01—Firial.doc EXECUTIVE SUMMARY t i MDM Transportation Consultants, Inc. (MDM) has prepared this initial Transportation Impact and Access Study (TIAS) for.proposed residential development to be located along Highland. Avenue at Barnes Road and Cedar Road in Salem, Massachusetts. The location of the site relative to adjacent roadways is shown in Figure 1. This report documents existing operational . .. and safety-related characteristics of roadways serving the development site, estimates future year operating characteristics of.these. roadways.independent of the development, estimates development-related trip generation, and identifies incremental impacts of site-related traffic. Improvements are recommended that will offset project-related.traffic increases and-enhance the safety of traffic flow. This TIAS has been developed in conformance with guidelines for preparation of traffic studies as jointly issued by the Commonwealth of Massachusetts. Executive Office of Energy_ & Environmental Affairs/Massachusetts Department of Transportation(EEA/MassDOT). E.1 PROJECT DESCRIPTION The project site includes approximate 15.5± acres along Highland Avenue at.Barnes Road and Cedar Road in Salem, Massachusetts. The property is a wooded site located within a business and residentially zoned district of Salem. Under the proposed mixed-use:development program, the Site will be redeveloped-to include 338± residential apartment units; 4,320± sf of neighborhood-oriented commercial/retail space, and 2,400 ± sf of ancillary sales office space. Specific programming of the commercial space is not available at this time; However, for planning purposes to includes 4,320± sf of retail space. On-site parking will include approximately 511 residential parking spaces(226 surface and 285 covered garage spaces) and 22 surface parking spaces to support the retail and sales office buildings. Site access/egress.is proposed via.a full access/egress.driveway.along Barnes Road, a right-in/right out driveway along Highland Street and via an extension of Cedar Road. MDM G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TTASOi_Final.doc E.2 STUDY AREA tThis TIAS evaluates transportation characteristics of roadways and intersections that provide a primary means of access to the site, and that are likely to sustain a measurable level of traffic. impact from the proposed development. ❑ . Highland Avenue at Traders Way (Signalized) ❑ Highland Avenue at Swampscott Road (Signalized) ❑ Highland Avenue at Barnes Road (Signalized) ❑ Highland Avenue at Olde Village Drive (Signalized) ❑ Highland Avenue at Cedar Road ❑ Highland Avenue at Proposed Site Driveway ❑ Swampscott Road at 1s'Street E.3 SUMMARY OF ANALYSIS AND FINDINGS r Capacity analyses were conducted for each study area intersection to quantify baseline and future year traffic operations with and without the development for the weekday morning and weekday evening peak hours. These time periods represent the highest activity periods of the proposed project and the adjacent roadway system. The analyses presented in this TIAS are based.on industry-standard triprates and methodology gY published by the Institute of Transportation Engineers (ITE). The project is a residential development that will include only a small amount of neighborhood-oriented retail space and ancillary office space. On this basis, the proposed development is estimated to generate approximately 126 trips during the weekday morning peak hour (32 entering and 92 exiting), .165.trips.during the weekday evening peak hour'(99.entering.and 66 exiting), and..2002 daily trips on a weekday. Existing area.travel patterns serve as the primary basis for determining.the trip distribution pattern for the proposed retail use while journey to work data for the City of ' Salem served as the primary basis for the apartment units. Capacity analyses indicate that project will not result in any consequential changes in intersection operations compared to No-Build conditions. The site driveways along Highland Avenue will be restricted to right-in/right-out movements and will operate at LOS C or better, during the peak hours; likewise, the nearest signal at Barnes Road will operate at LOS A operation under Build conditions. Accordingly, no roadway improvements are warranted to accommodate the project in terms of capacity: 2 MDM G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIASOI_Final.doc E.4 RECOMMENDATIONS MDM finds Highland Avenue, Barnes Road and Cedar Road and roadways within the site vicinity can accommodate modest traffic increases of the project. However, several mitigation actions are identified to support the project to ensure that site access meets applicable safety criteria, to enhance neighborhood walking/bicycling and access to . public transportation opportunities and to reduce dependency on,single-occupant auto use. These include (a) access- related improvements; (b) pedestrian and bicycle accommodations, (c) off-site improvements, ' and (d) a transportation demand management(TDM) actions as summarized below. Access/Egress Improvements o Proposed Driveway and Cedar Road Design. The .proposed driveways and Cedar Road designs shall comply with applicable signs.and markings per MUTCD including STOP signs (R1-1) and STOP line pavement markings on the approaches to Highland Avenue and Barnes Road. The driveway will require a Highway Access Permit from MassDOT. ❑ Sight Line Triangles. Plantings shrubs,bushes and structures walls fences etc. will be g ( ) maintained at a height of 2 feet or less within the sight lines in vicinity of the proposed site driveway and Cedar Road intersections with Highland Avenue and the proposed site driveway intersection with Barnes Road to provide unobstructed sight lines. Pedestrian and Bicycle Accommodations , ❑ Pedestrian Connections. The Site Plan should incorporate sidewalks..that connect the proposed buildings to the sidewalk system along Highland Avenue, Barnes Road and a new sidewalk along Cedar Road. Within the Site,new pedestrian connections should be ' provided to connect the on-site buildings and parking area to encourage walking and bicycle access to nearby shopping opportunities: ❑ Bicycle Amenities. The Proponent will provide bicycle accommodations .within the. property including bike racks near the buildings entranceways to encourage and facilitate this mode of transportation to/from the Site. Offsite-Improvements 1 Road Safety Audits. The signalized intersections of Highland Avenue at Marlborough Road/Traders Way and .Highland Avenue .at Barnes Road are both listed by . MassDOT as a Highway Safety Improvement Program (HSIP) crash clusters for 2014-2016. Consequently, these locations are.likely to be subject to preparation of a Road Safety. Audit (RSA) to identify potential .short-term safety/operational improvements that could be implemented the Proponent and medium/long-range improvements by MassDOT. 3 MDM G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIASOI_Final.doc i t Typical short-range improvements are limited. to lower cost, easily implementable measures such as pavement restriping, supplemental or revised/updated signs, advance motorist warning controls, limited pavement and/or sidewalk repair, etc. . ' and are often required of a Proponent.as part of a Section 61 Finding. Longer-term structural improvements are typically identified by assumed to be the responsibility of MassDOT or others and subject to State and/or Federal funding. ❑ Highland Avenue at Barnes Road The Proponent will work with MassDOT to permit and implement geometric and signal modifications at the Highland Avenue/Barnes Road. Geometric improvements include re-aligning the Barnes Road approach to the intersection to improve corner radii and alignment with Ravenna Avenue, extending the t westbound U-turn/left turn lane, and widening Highland Avenue along the south-east corner of the intersection to better accommodate westbound U-turn movements. Under this improvement plan, traffic signal timing will be optimized to provide efficient traffic signal operations to accommodate project traffic increases. Improvements will be designed for compatibility with anticipated long-range multi-modal accommodations as identified by MassDOT Route 107 Corridor Improvement Study. Transportation Demand Management(TDM) The Proponent is committed to reduce auto dependency by residents and commercial building tenants by implementing a TDM .program. A preliminary list of potential TDM.program . elements may include the following, subject to refinement of the development program and further evaluation by the Proponent: ❑ On-Site Transportation Coordinator. The Proponent will designate a.member of the leasing staff as transportation coordinator responsible disseminating relevant TDM information to residents and commercial building tenants including provision of a tenant.manual that provides information on public transportation routes and schedules, bicycle parking, parking policies and-Site amenities including car sharing spaces and preferential parking spaces. ❑ Public Transportation Information & Promotion. Service and.schedule.information for MBTA services will be posted and included in a tenant lease package to promote the use of public transportation by residents, employees and visitors.' ❑ Bicycle Facilities: Provide bicycle parking, including racks.for residents and conveniently located racks for visitors and employees proximate to,the building entrances. f ❑ Car Sharing Spaces. The Proponent will designate parking spaces on the Site for use by a car.sharing services such as Zipcar as needed. 4 MDM G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIAS01—Final.doc t i N ❑ Preferential Parking and Incentives for Low-Emission Vehicles. Preferential parking locations for residents, who use low-emission vehicles will be provided. A charging station for electric vehicles will also be provided on the Site. ❑ Unbundled Parking. The Proponent proposes unbundling g residential parking to provide an option for residents to rent fewer or no parking spaces with their unit, thereby ' encouraging lower vehicle ownership at time of lease. ❑ On-site Amenities. The Site will include a pool and.on-site neighborhood amenity. and r incentive to use the Site as a local walking destination to serve the needs of residents and visitors. ❑ Pedestrian Infrastructure. Sidewalk connections .within the property will be provided. , along primary pedestrian desire lines that connect building entrances with the public sidewalk network and adjoining shopping areas. The Proponent will also post area" maps that highlight area walking/bicycle routes to promote walking and bicycle travel to/from the Site and area businesses,recreational facilities and transit stops. E.5 CONCLUSIONS In summary,trip generation for the development is projected to only moderately increase traffic activity on area roadways relative to existing/baseline conditions with no material impact to roperating conditions at the study intersections. The assessment indicates that there is ample capacity at these study locations to accommodate these project-related traffic increases without the need for major infrastructure enhancements. Proposed access access/egress improvements,., r pedestrian and bicycle accommodations, off-site improvements, and a TDM program and as outlined in the Conclusions and. Recommendations section.of this report will adequately mitigate the project impacts. : 1 5 MDM G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TTAS01—Final.doc 1.0 INTRODUCTION This report presents a transportation impact and access evaluation.for a proposed development . to be located along.Highland Avenue at.Barnes Road and Cedar.Road.in Salem, Massachusetts., The location of the site relative to adjacent roadways .is shown in Figure 1. The evaluation includes existing traffic operations in the study area and assesses incremental impacts on area roadways under future year conditions with and without the development. This TIAS has been developed in conformance with guidelines for preparation of traffic studies as jointly issued by the Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs/Massachusetts Department of Transportation.(EEA/MassDOT). 1.1 PROPOSED DEVELOPMENT 1 The project site includes approximate 15.5± acres along Highland Avenue at Barnes Road and Cedar Road in Salem, Massachusetts. The property is.a wooded site located within.a business . ' and residentially zoned district of Salem. ' Under the proposed mixed-use development program, the Site will be redeveloped to include 338± residential apartment units, 4,320± sf of,neighborhood-oriented commercial/retail space, and 2,400 ± sf of ancillary sales office space. Specific programming of the commercial space is ' not available at this time; However, for planning purposes to includes 4,320± sf of retail space. On-site parking will include approximately 511 residential parking spaces (226 surface and 285 covered garage spaces) and 22 surface parking spaces to support the retail and sales office buildings. Site access/egress is proposed via a full access/egress driveway along Barnes Road, a right-in/right, out driveway along Highland Street and via an extension of Cedar.Road.. . The preliminary Site layout plan prepared by The Morin-Cameron Group; Inc.. is, presented in Figure 2. 1 6 MDM ' G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIASOl_Final.doc Of :t�"'t .i��J �x� •.♦Zt�y x• r w ��tP� � 4 a+;�+ ,.S✓ ;` '� .�+ rr k i`'� �f v -k ., a ac ;+ �1 •fL`Y�,� � }•�s l� r\�y�/ „ 7111 '''Tx '' lrrf• 3. r° i�d�� .< a}ra•.: '�i i �p - • d i. l `��.,7'f;'• �.-a{+,1 ~'. } r=.;.J � �4, •;j '`S •,.�YY �,.� ,l' �? .�'Eb�+s •r� �i ``. 'fir: � P�:"ti�;a��. _ � - .p {c, �' a '• �'�� ,k)!�*'�? j � � ��'� �: w �*,,ram, .+W. ICYt. � -. •tt% ' "`''' t. •.t, tr.' ;fir 0 Plfy •t ., ��4 A, .�! t {�S t Aql. i�i'�t`r�1� 4 .y sk.lt ry 'h ° �k..` +f, '\,.` i �' • • , :r'. �.17. r t- � y+ 'sue �� ` .�Y] '' 4',�/ ��• .f .' �+qj Y `k{- 'AIL •14J +I ar r 4\�3. tea •" f"'• r i �`t" r . ' ,n�, , �•� '�,'7f 8 - a.: te.r: ' "' "t "C ^ ,r •f .icei�• '4' 1 � �,:...'. ti �' `� � ,+ ,yL4'art'a �*,:.P yt .h s 5 e� +,off..x} ..t' r,.�~•�, !'L'�-' } '� �� .,�1,�* � ' v ♦(�`i l�'A} • ,4 �+.?�'' - ''Y A �` y ^fi-' .. � _ 'r" 11 Ba..'., ' $,vR. isq/� ,�ifi•'�'i; R,• 'C{' 1 1 ...b ``� 4� )/• S ,�,- 4ii�'• A AV- 3 �f • / ' l {�, .' , h ` + t F � R,4 ��r�'ffr S'"'�.�Y' �' y/�� t•'�''., .,;f•� �r' "y..s'+� �s�,'�' r`�t _, �,,,, - ...i4 r. �c}��4{ L +I,w,�' �,{f��,'�'�ti� „ar* \.:,,,. �,� 4r�..� _ � �c i•.- M � /w , Via LEGEND: 1Y fStudy Locations ri + J •� P - P r r: .a.4•�'+l, a fir_ - 4 .rl l-..•'. r4L 1 r yZ Highland Avenue at Swampscott Road(Signalized)' 1.Highland Avenue at Traders Way(Signali pp Av 3:Highland Avenue at Barnes�Road/Ravenna Avenue(Signalized) 4.Highland Avenue at'Olde Village Drive e? D, 5�Highland Avenue at Cedar Road 6.,Swampscott Road at First Street v. -ti .._y._�-.•� SL�i•!"_ - _.. - �� ..._...��_—_....-..` ..e.,ia. _ � _ a- .r, •,•. d�..,��1t'w+��..d.A 1 1 1 • 1 Traffic Impact and Access Study Salem, Massachusetts Cedar�Road i I. i -a .--- . c �a at ; .' o Barnes Road (� . North Scale: Not to Scale Site Plan Source: The Morin-Cameron Group,Inc. TRANSPORTATION CONSULTANTS,INC. Figure Z MD M Planners&Engineers Preliminary Site Layout Date:January 2020 Dwg No.1055 Figure 2.dwg - - Copyright©by MDM Transportation Consultants;Inc. All rights reserved. - : - ' 1.2 STUDY METHODOLOGY ' This transportation impact and access evaluation is conducted in accordance with EEA/MassDOT guidelines and consists of several steps. The first step documents existing conditions in the transportation study area including an inventory of roadway geometry;. ' observed traffic volumes, public transportation, and safety characteristics. Next, future year traffic conditions are forecast that account for other planned area developments, normal area growth, and development-related traffic increases. The third step quantifies operating . characteristics of the study intersection. Specific attention is given to the incremental impacts of the proposed development. Finally, improvements are identified to address specific development-related requirements as needed. 1.3 STUDY AREA This TIAS evaluates transportation characteristics of roadways and intersections that provide a primary means of access to the site, and that are likely to sustain a measurable level of traffic impact from the development. The study area includes the following intersections, which are also identified in Figure 1: ❑ Highland Avenue at Traders Way (Signalized) ❑ Highland Avenue at Swampscott Road (Signalized) 1 ❑ Highland Avenue at Bames Road (Signalized)Highland Avenue at Olde Village Drive(Signalized) ❑ Highland Avenue at Cedar Road ❑ Highland Avenue at Proposed Site Driveway ❑ Swampscott Road at 15f Street(Roundabout) 1 r MDM G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIAS01 Final.doc ' 2.0 BASELINE CONDITIONS ' in order to provide a basis for quantifying the transportation impacts of the development, the Baseline roadway system and the baseline traffic operations of study area roadways were reviewed. This section describes the existing traffic characteristics and operations of roadways ' and intersection within the study area. Specifically, this section presents an overview of baseline traffic volumes, an inventory of crash data and accounting of public transportation systems serving the area. 2.1 STUDY AREA ROADWAY NETWORK ' The stud area roadways, intersection, and pedestrian facilities are described briefly in this Y Y p Y section along with area roadway commitments by others. A general description of the physical ' roadway, intersection features, and pedestrian accommodations is provided. The study area includes roadways under,local and MassDOT jurisdiction. The study area and intersection.are depicted in Figured. 2.1.1 Roadways Highland Avenue (Route.107) ' Highland Avenue (Route 107) is generally a northeast-southwest roadway under State (MassDOT) jurisdiction within the study area. Highland Avenue is classified by the MassDOT as an Urban Principal Arterial roadway, and it provides a connection between the center of ' Lynn to the west and the center, of Salem to the east..Highland Avenue provides two travel lanes in each direction within the study area with additional turn lanes provided at its major intersections. Sidewalks are provided along Highland Avenue within the study area. The ' posted(regulatory) speed limit on Highland Avenue in the study area ranges from 35 mph to 45 mph. Land uses along Highland Avenue in the..study. area.include a mix.of residential, commercial, and retail uses: 8 MDM tG;\Projects\1055-Salem(Overlook Acres)\Documents\1055TIAS01_Final.doc Barnes Road Barnes Road is generally a north-south roadway under local jurisdiction within the study area that connects Route 107 to the north and Clark Street to the south. Barnes Road is classified as a local roadway, and it provides a single travel lane in each direction. The land uses along Barnes Road include residential homes. 1 2.1.2 Intersections ' Highland Avenue at Traders Way and Marlborough Road Highland Avenue (Route 107) meets Marlborough Road and Traders Way to form a' four- legged, signalized intersection under state jurisdiction.The northbound Traders Way approach provides a left turn lane, a shared left-thru lane,. and a channelized right turn lane. The . ' southbound Marlborough Road approach provides a shared left-thru lane and a right turn lane. The eastbound and westbound Route 107 approaches to the intersection provide a left turn lane, two thru lanes, and a right turn lane each. Land uses at.the intersection include commercial uses, the Highlander Plaza, a CVS Pharmacy,and several nearby restaurants. Highland Avenue at Swampscott Road and Dipietro Avenue Highland Avenue (Route 107) meets Swampscott Road and Dipietro Avenue to form a four- legged, signalized intersection under state jurisdiction. The Route 107 eastbound approach ' provides two through lanes and a channelized right turn lane. The Route. 107 westbound approach provides two through lanes and, a left turn lane. The Swampscott northbound approach provides separate left and right turn lanes,while the Dipietro northwest approach has one shared left-right turn lane. Uses at the intersection include a mixed use service center, a bank a former automobile dealership and residential homes. Highland Avenue at Barnes Road and Ravenna Avenue Highland Avenue'(Route 107) meets Barnes Road and Ravenna Avenue to form a four-legged, ' signalized intersection under state jurisdiction. The. Route 107 eastbound and westbound approaches.to the intersection provide.two through lanes and.a left turn_lane. Barnes Road and Ravenna Avenue approaches to Highland Avenue provide a single shared lane. Land uses at ' the intersection include a moving company, Puleo's Dairy,and residential homes. Highland Avenue at Olde Village Drive Highland Avenue (Route 107) meets Olde Village Drive to form a three-legged, signalized . intersection under state jurisdiction: The Route 107 eastbound approach provides two through ' lanes and right turn lane. The Route 107 westbound approach provides a through lane and a g PP P g shared right-through lane. The Olde Village Drive southbound approach provides separate left . and right turn lanes. Uses at the intersection include a Self-Storage facility, Ashley Preschool and Day.Care, and a mixed-use plaza(400 Highland Place). . . 9 MDM ' G.\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIASOI_Final.doc ' Swampscott Road at 181 Street ' Swampscott Road meets 15t Street in a four-legged single lane roundabout. , Land uses at the intersection include a self-storage facility, a U-Haul dealer, a fitness center, and land part of the nearby Home Depot. _2.2 BASELINE TRAFFIC.VOLUMES Traffic-volume data used in this study were obtained:by manual and mechanical methods. Manual turning movement counts (TMCs) were conducted along study area roadways and ' intersections in September 2019. Traffic data were collected during the weekday morning (7:00 AM to 9:00 AM) and weekday,evening:(4:00 PM to 6:00 PM) peak periods to coincide with peak traffic activity of the proposed development and the adjacent streets. Automated traffic ' recorder counts (ATR's) were also conducted in September 2019. Traffic count data is provided in the Appendix. a 2.2.1 Daily Traffic Daily traffic volumes along Highland Avenue in the site vicinity were.obtained by mechanical methods using a video-based ATR in. .September.2019. The results of the counts are summarized in Table 1 and are discussed below. TABLE 1 ' BASELINE TRAFFIC VOLUME SUMMARY HIGHLAND AVENUE EAST OF BARNES ROAD Peak Hour ' Daily Percent Peak Hour Peak Flow Directional Time Period Volume(vpd)' DailyTraffic2 Volume(vph)3 Direction4 Volume(vph) Weekday Morning Peak Hour 30,170 7% 2,140 54%WB 1,155 ' Weekday Evening Peak Hour . 30,170 7% 2,250 52%EB 1,159 'Two-way daily traffic expressed in vehicles,per day without seasonal adjustment. 2The percent of daily traffic that occurs during the peak hour: 3Two-way peak-hour volume expressed in vehicles per hour . . 4EB=Eastbound,WB=Westbound ' . As summarized in Table 1, the weekday daily traffic volume Highland Avenue adjacent to the Site.is approximately 30,170 vehicles per day (vpd) on a weekday. Peak hour.traffic flow on Highland Avenue ranges from approximately 2,140 to 2,250 vehicles per. hour (vph) representing approximately 7 percent of daily traffic flow. Vehicle flow is slightly skewed towards the westbound direction during the weekday morning peak hour, and slightly skewed . towards.the eastbound direction during the weekday evening peak hours. 1 10 MDM G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIASOI_Final.doc ' 2.2.2 Peak-Hour Volumes Manual turning movement counts (TMCs) were conducted along study area roadways and ' intersections in September 2019. This traffic data was collected during the weekday, morning (7:00 AM to 9:00 AM) and weekday evening (4:00 PM to 6:00 PM) peak periods to coincide with ' peak traffic activity of the proposed residential development and the adjacent streets. Review of MassDOT permanent.count station data indicates that September is a slightly above ' average traffic month. Therefore, no adjustment (reduction) in the observed traffic volumes was made as a conservative measure. Permanent count station data is provided in the Appendix. The resulting existing weekday morning and weekday, evening peak-hour traffic ' volumes for study intersections are depicted in Figure 3 and Figure 4. 2.3 SAFETY In order to identify crash trends and safety characteristics for study area intersections, crash ' data were obtained from MassDOT for the City of Salem for the five-year period covering 2014 through 2018. A summary of the crash data,with crash.rates for the study intersection with reported crashes is detailed in Table 2 with detailed data provided in the Appendix.. Crash rates were calculated for the study intersection. as reported in Table 2. This rate quantifies the number of crashes per million entering vehicles. MassDOT has determined the ' official District 4 (which includes the City of Salem) crash rate to be 0.57 for unsignalized intersections and 0.73 for signalized intersections. This rate represents MassDOT's '.average'.' ' crash experience for District 4 communities and serves as a basis for comparing reported crash rates for the study intersections. Where calculated crash rates notably exceed the district average, some form of safety countermeasures may be warranted. A review of Highway Safety Improvement Project(HSIP)locations was also conducted: I ' 11 ' G:\Projects\1055-Salem(Overlook Acres)\Documents\1055TIASOI_Final.doc Traffic Impact and Access Study Salem, Massachusetts d � R _ � o cCDo-00 .> ; M OD W L 8 L 139 o co ^ �-- 946. 856 o f— 579 cr to L W N 13 � 325 � � � 93 60 j 4 (;7- 33 1000 (:;7- 2. l � NEGL. p 107 ♦ 1213 —+ ♦ 4 NEGL 8 NEGL I 994 --► 1 NEGL. 1074 9 —? o f qt. 148 to 426 o o n 1129 : 618 00 3 Z z, 146 i SITE N � L32 R 7: L t112L 8 _ -a Plaza. First Street Driveway ['M w � R NOTES: North NEGL. = Negligible scale: Not to scale Signalized Intersection Figure 3. �(� TRANSPORTATION:CONSULTANTS,INC. �YJI Planners:&Engineers. Baseline Condition Weekday.Morning Peak Hour Traffic Volumes Date:December 2019 Dwg No.1055TIASOI.dwg. - Copyright©by Transportation Consultants;Inc. All rights reserved. : - Traffic Impact and Access Study Salem, Massachusetts dco IM L <C 7 _ � O C d 3 O c>C > OG aQ w L 11 M 0 0, 1141 4- 1062 00 CO n � 771 1. ah I� N j— 33 j-- 383 * I— Irn - 174 `► f— 1 91 . ♦ � 21 � 1206 � 1 ♦ 4 NEGL 10 ♦ 10 1126 35 949 � NEGL. � ♦ . I _ NEGL. 984 --► . 12 c,: 178 , `rm ^ 405 u� r CD M 1073 � t� a 563 � 4 z . Z 227 —� SITE 0 0 — tLnn 59 3 Plaza�. . 1 �— 32.7 12 Driveway First Streetcc m v 9 -1 1 H 14 --1- NoN 16 ---i r) to N � Q a 3 NOTES: North N NEGL. =Negligible Scale: Not to Scale = Signalized Intersection TRANSPORTATION CONSULTANTS,INC. Figure 4 MD M Planners&Engineers Baseline Condition Weekday Evening Peak Hour Traffic Volumes Date:December 2019 - - Dwg No.1055 TIAS 0I.dwg Copyright©by MDM Transportation Consultants,Inc. All rights reserved. ' TABLE 2 INTERSECTION CRASH SUMMARY -.2014 THROUGH 2O181 INTERSECTION Route 107 at . Route 107 at Route 107 at Route 107 at Swampscott ' Marlborough Rd/ Swampscott. Barnes Olde Village Road at 15t Data Category Traders Way Road : Road Drive Street Traffic Control Signalized Signalized Signalized Signalized Unsignalized Crash Rate2 0.65 0.40 0.29 0.25 0.41 District 4 Avg.3 0.73' 0.73 0.731 . 0.73 Year: 201411 12 7. 5 4 7 2015 15 7 1 1 3 2016 10 7 8 . 3 2 2017 4 10 _ 6 . : . 3 3 2018 13 4, 1 4 3 Total 60 31 18 15 19 Type: Angle 20 6 6 3 8 Rear-End 24 20 8 8 5 Head-On 3 1 0 2 Sideswipe 10 4 3 . 1 2 ' Single Vehicle 3 0 1 3 2 Other/Unknown 0 0 0- 0 0 Severity: P.Damage Only 42 21 8 8 13 Personal Injury 18 10 9 7 5 Fatality 0 0 1 0 1 Not Reported 0 0. 0 0 0 Conditions: Dry 49 22 15.. 10 12 Wet 8 4 3 4 6 Snow/Ice 3 5 0 0 1 Other/Unknown .0 . 0 . 0 1 0 Time: 7:00 to 9:00 AM 5 3 0 1 2 4:00 to 6:00 PM 9 5 0 4 4 Rest of Day 46 23, 18 10 13 ' ?Source:MassDOT Crash Database 2 Crashes per million entering vehicles 3.District.4 average=0.73 for signalized intersections and 0.57.for unsignalized intersections t 12 MDM ' G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIASOI_Final.doc As summarized in Table 3: ❑ Route 107 at Marlborough Rd/Traders Way. Sixty(60) crashes were reported at or near the signalized intersection over the five-year study period resulting crash rate of 0.65. MassDOT has listed the intersection as a Highway Safety Improvement Program (HSIP) crash cluster for 2014-2016. The reported crashes included twenty-four (24) rear-end type collisions, thirty (30) angle/sideswipe type collisions, three (3) single vehicle collisions and three (3) head-on type collision. The majority (68%) resulted in property damage type collisions under dry{82%0) roadway conditions. Seventy-seven. percent of the crashes occurred during the peak travel periods. No,fatalities or:pedestrian-related incidents were reported during the study,period. ' ❑ Route 107 at Swampscott Road. Thirty-one (31) crashes were reported at or near the signalized intersection over the three-year study period resulting crash rate of 0.40. The reported crashes included twenty-four (24) rear-end/sideswipe type collisions, six (6) angle type collisions, and one (1) head-on.type collision. The majority(68%).resulted in property damage type collisions under. dry .(71%) roadway conditions. Twenty-six percent of the crashes occurred during the peak travel periods. ., No fatalities or. pedestrian-related incidents were reported during the study period: ❑ Route 107 at Barnes Road/Ravenna Avenue. Eighteen(18) crashes were reported at or near the signalized intersection over the five-year study period resulting crash rate of 0.29. MassDOT has listed the intersection as a Highway Safety Improvement Program (HSIP) crash cluster for 2014-2016. The reported crashes included eleven (11) rear- end/sideswipe type collisions, six (6) angle type collisions, and one (1) single vehicle type crash. The majority (56%) resulted in injury type collisions under dry (83%) roadway conditions. All the crashes occurred during the peak travel periods. One (1) fatality was reported on October 5,2014 which included an early morning single vehicle type collision with a tree in the southbound direction. There were no pedestrian-related incidents during the study.period.. ❑ Route 107 at Olde Village:Drive. Fifteen (15) crashes were reported at or near the . signalized intersection over the.five=year.study period resulting crash rate of 0.25. The reported crashes included nine (9) rear-end/sideswipe type collisions, three (3) angle type collisions, and three.(3) single vehicle type crashes. Half(53%) resulted in property damage e collisions under d 73 roadway conditions. A third 33% of the g. type dry ( ) . Y ( ) crashes.occurred during the peak travel periods. There were no fatalities or pedestrian- related incidents during the study period, 13 MDM G:\Projects\1055 7 Salem(Overlook Acres)\Documents\1055 TUSOI_Final.doc . ❑ Swampscott Road at 1st Street. Nineteen (19) crashes were reported at or near the signalized intersection over the five-year study period resulting crash_rate of 0.41. The reported crashes included ten (10) angle/sideswipe type collisions, five (5) rear-end type collisions, two (2) single vehicle type crash, and two (2)-head-on type collisions. The majority (68%) resulted in property damage type collisions under dry (63%) roadway conditions. A third (31%) of the crashes occurred during the peak travel periods. One (1) fatality was reported on August 16, 2015 which included an early morning head-on type collision with a vehicle traveling southbound crossing the centerline and colliding with a northbound vehicle. There were no pedestrian-related incidents during the study ' period. In summary,based on extensive review of MassDOT crash data, all of the study intersections ' experienced crash rates that are below the MassDOT District 4 averages. The study intersections of Highland Street at Marlborough Road/Traders Way and Highland Street at Barnes Road/Ravenna Avenue are also listed by MassDOT as HSIP crash clusters for 2014-2016. No immediate safety countermeasures are warranted based on the crash history at the remaining study intersections. 1 2.4 PUBLIC TRANSPORTATION FACILITIES The Massachusetts Bay Transportation Authority (MBTA) currently operates bus routes in the immediate vicinity of the site. The bus routes connect to various regional transit facilities including the MBTA Rockport Commuter line, MBTA Newburyport Commuter line, MBTA T Stations (Wonderland and Haymarket). Specific public transportation services currently operated in the immediate area of the Project Site is as follows: 1 ❑ MBTA Bus 4501456; Bus 450 runs from Salem Depot (Commuter Rail) to Haymarket or Wonderland (T Stations) while Bus 456,runs from Salem Depot to. Central Square, Lynn). Both routes pass just north .of the Project .Site along Highland Avenue with a stop located, within 1/3. mile from the Site. Service - generally.runs.M:F 4:45 am.to 1:30 am,Saturdays.6:00am to, 1:00 am;,and Sundays 7:45 am to 12:15 am. ' ❑ MBTA Commuter Rail: The Rockport.Commuter Rail runs from Rockport Station to North Station while the Newburyport Commuter Rail runs from Newburyport to North Station with area stops at Salem Station and Swampscott Station. The MBTA Bus routes 450/456 provide a connection from the Project Site to the Salem Commuter Rail Station. Service generally enerall . runs M-F 5:00.am to.1:20 am and on weekends (Saturday and Sunday) 7:00 am to 12:40 am with headways of I approximately 15 to 30 minutes on weekdays and.40 to 80minutes on weekends. To remain conservative no credit .(trip reduction) was taken for the use of nearby public 1 transportation. Specific route and schedule information is provided in the Appendix. 14 MD M G:\Projects\1055 7 Salem(Overlook Acres)\Documents\1055 TIAS01_Final.doc 3.0 FUTURE CONDITIONS 1 Evaluation of the proposed development impacts requires the establishment of a future baseline analysis condition. This: section estimates future roadway and traffic conditions with and without the proposed development. . For planning.purpooses, a seven-year planning horizon (year 2026) was selected consistent with standard industry practice. To determine the impact of site-generated traffic volumes on the roadway network:under future ' conditions, baseline traffic volumes in the study area were projected to a future year condition. Traffic volumes on the roadway network at that time, in the absence of the development(that is, the No-Build condition), includes existing traffic, new traffic due to general background traffic growth, and traffic related to specific developments by others that are currently under review at the local and/or state level. Consideration of these factors resulted in the development of No- Build traffic volumes. Anticipated site-generated traffic volumes were then superimposed ' upon these No-Build traffic-flow networks to develop future Build conditions.' The following sections provide an overview of future No-Build traffic volumes and Build traffic ' volumes. 3.1 BACKGROUND TRAFFIC.GROWTH Background.traffic includes demand generated by other planned developments in.the area as well as demand increases caused by external factors. External factors are general increases in traffic not attributable to a.specific development and are determined using historical data. ' 3.1.1 Historical Area Growth I y Nearby permanent count station data published by MassDOT indicates'a declining (-0.4 percent ' per year) growth rate. For purposes of this evaluation, a 0.5 percent compounded annual growth rate was used (3.6 percent increase over.a 7-year horizon). This growth rate is higher than historic rates and is also expected to account for any small fluctuation in hourly traffic as may occur from time to time in the.study area and.traffic associated with other potential small . developments or vacancies in the area. MassDOT: .permanent count station data and. background growth calculations are provided in the Appendix. 15 . MDMI G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TTAS01 Final.doc 1 3.1.2 Background Development-Related Growth 1 Development of future No-Build traffic volumes also considers traffic generated through the study area from other specific area developments. Review. of Massachusetts Environmental Policy Act (MEPA) files and discussions with City Planning staff indicates there are no recent permits for development in the study area; however, pending applications for two potential marijuana dispensary,locations along Highland Avenue are noted and considered in this TIAS as follows: ❑ Mixed-Use Development— Traders Way/1st Street. This project is proposed to include 214± residential apartment units and 7,200± sf of neighborhood-oriented-commercial/retail space. Specific programming of the .commercial space is not available at this time; however, for planning purposes to .includes an approximate 1,800± sf coffee shop without drive-through and 5,800± sf of retail space that could be oriented toward uses 1 such as a yoga studio, gym space, specialty retail or small offices. On-site parking will include approximately 322 parking spaces (279 surface and 44 covered garage spaces). Site access/egress is proposed via a driveway along Traders Way.and a driveway along 1 . 1st Street. 1 ❑ Mixed-Use Development—355—373 Highland Avenue. This project is proposed to include 180± residential apartment units and a 6,000± sf restaurant. Site access/egress is proposed via driveways along Highland Street near Cedar Road. 1 3.2 NO-BUILD TRAFFIC VOLUMES ' In summary, to account for future traffic growth in the study area future No-Build traffic volumes are developed by increasing the Baseline (2019) volumes by approximately 3.5 percent ' (0.5 percent compounded annually over 7.years) as well as site-specific traffic from the projects listed above. The resulting 2026 No-Build traffic. volumes are displayed in Figure 5 and Figure 6: 1 3.3 SITE-GENERATED TRAFFIC—ITE BASIS Future Build condition traffic volumes were developed by estimating the number:of peak-hour trips expected to be generated by the proposed development and distributing this additional traffic onto the local roadway network. These future development-related trips.were added to future No-Build traffic volumes to evaluate future traffic operations with the proposed p p p residential development in place. The methodology utilized to estimate the future trip 1 generation characteristics of the proposed development are summarized below. 16 /(� /(( 1\YJI D l\YJI . G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIAS01_Final.doc ��Q z 0 , yo NO L21 p j-- 58 I A yCD Olde Village ' Drive C o z � O N 00 y rn L 6. 0 W c0 (O ♦- 1 28eD Ravenna a � Barnes Road �. � I :Avenue. 17 NEGL � w rn o� °° . 25 Z n rn N oa � l 1 ' Cedar Road . 75 � ♦ ' 0 co v M .v N L 28 0 436 7 � .1 � 1 ' �a Swampscott 52 Road 24 ♦ r► I I 120 288 W 222 N (A (0 ' 381 � .4 TQ O P. N CD ®Q _. II .II CO) 'N A� r M N rn 0 � @. a C) Ln L 592 C Z — 4— 122 ' O N 4 123 a Traders Way Marlborough ►A;+� 95 I♦ Road n y 232 z rn �. J J C, 54 —i cmi -IN, w -0, Traffic Impact and Access Study Salem, Massachusetts m � a�I — '_ 7 L O d '. d a Q ._ > L c0 > cc L 11 - L 209 o Mo d ♦- 1204 f— 1165 °f c m ♦— 823 L w j- 34 397 - to w 0 4— 198 . 1152 ♦ 69 ♦— 1318 1 l NEGL 10Z00 1165 —► 36 —J NEGL. 85 1033 15 1 -� 1056:—► 12. ^ J o,. ,•�: 186. rn. 429 rn M o 4 � z 247 � SITE L 40 oL � 0 0 �-.5 N . 1 345 L. U) cc Plaza 4) L m Driveway First Street 9 14 Now 17 � � N � ea y � G. . 3 NOTES: North N NEGL. =Negligible Sale: Not Scale Signalized Intersection Figure 6 MDMTRANSPORTATION CONSULTANTS,INC. Planners&Engineers 2026 No-Build Condition Weekday Evening Peak Hour Traffic Volumes Date:December 2019 Dwg No.1055 TIAS 01.dwg Copyright©by MDM Transportation Consultants,Inc. All rights reserved. In accordance with EEA/MassDOT guidelines,. the traffic generated by the proposed development was estimated using trip rates published in ITE's Trip Generation for the Land Use Code (LUC) based on trip rates for Multifamily Housing - Mid Rise (LUC 221) and Shopping Center (LUC 820). Table 3 presents the trip-generation estimates for the proposed development based on ITE methodology. Detailed trip generation calculations are provided in ' the Attachments. Trip estimates for the project.are also reported for overall vehicle trip activity including "pass.- by" traffic, which represents the portion of Site-generated trips that is drawn from the existing traffic stream and that is not new traffic to area roadways. Pass-by, data as published by ITE in the Trip Generation Handbook' indicates average pass-by rates of approximately 34.percent for ' general retail(shopping center)use;no pass-by is assumed for the residential use. TABLE 3. TRIP-GENERATION SUMMARY' SITE TRIPS Peak Hour/Direction Apartmentsz Retail3 Total Weekday Morning Peak Hour: Entering 32 2 34 Exiting 90:. 2 92 Total 122 4 126 Weekday Evening Peak Hour: Entering 91 8 99 Exiting 58 8 66 - - Total 149 16 165 Daily(24 Hours): 1,838 164 . 2,002 ' Source: rrE Trip Generation,Tenth Edition;2017. '.Net new trip activity following adjustment for pass-by trips per ITE methodology 2ITE LUC 221—Multifamily Housing.(Mid-Rise)applied to 338 Units. 3ITE LUC 820—Shopping Center applied to 4,320±sf: As summarized in Table 3,based on industry-standard trip rates for the proposed development are estimated to generate approximately 126 trips, during the weekday morning peak hour .(32 entering and 92 exiting) and 165 trips during the weekday evening.peak hour (99 entering ' and 66 exiting). 1 t 'Trip Generation Manual,101"Edition,Volume 1:User's Guide and Handbook,Institute of Transportation Engineers;2017. 17 M D l\YJl G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TTAS01—Final.doc ' 3.4 TRIP DISTRIBUTION AND ASSIGNMENT ' The directional distribution of development-generated trips on the roadway network is a function of a number of variables,including area population centers and the efficiency of these roadways leading to the Site. Existing area travel patterns serve as the primary basis for ' determining the trip distribution pattern for the proposed retail use while journey to work data for the City of,Salem served .as the primary.basis for the,apartment units. The resulting trip. distribution pattern for the Site is presented in Figure 7;with detailed calculations provided in the Attachments.. Figure 8 and Figure 9 present projected site-generated traffic volumes for the weekday morning and weekday evening peak hours for the proposed development based on the trip generation presented in Table 3 and projected travel patterns presented in Figure 7. , 3.5 BUILD TRAFFIC VOLUMES ' Future Build condition traffic volumes were arrived at by adding development-specific.traffic volumes to the 2026 No-Build conditions. The resulting 2026 Build condition traffic-volume networks for the weekday morning and weekday evening peak hours are displayed in Figure 10 and Figure 11, respectively. , I, 18 . MDM G:\Projects\1055-,Salem(Overlook Acres)\Documents\1055 TIAS01_Final.doc o � d 003 •CD � � z 0 0 ' CD Olde Village ' Drive y ♦ . . y h w y W y `e _Barnes Road Ravenna Avenue Y (35%) h Z n rn.� .00 Site Driveway (40%) 1 rn Cedar Road (25%) rn N Co 0 O vv (5%) Swampscott 11 Road 5% I`� r 5% � O10 *kZ ®� -n II M N to M. ay L 25% m Marlborough �• Q. x Traders Way Road CA elf, CA oro' 0 Traffic Impact and Access Study Salem, Massachusetts d a� Im c� c m d = OC 0 L L �-- 19 11 00 21 21 �o } ♦ �o . . I : 20(+1) � 13 --i 54 -i 12 N: M 5 N 22 co32 O 3 O L m w d ' 1. 4): . a�i First Street ego co 4) C) L 1 N PROPOSED SITE TRIPS Apartment Retail Total Trips Trips Trips p ea . 0 O Enter 32 2 34 Exit 90 2 : 92 e° NOTES: 4 North CO) #(#) =:New Trips (Pass-By Trips) Total 122 4 126 Scale: Not to Scale =Signalized Intersection TRANSPORTATION CONSULTANTS,INC. Figure 8 MD M . Planners&Engineers . Site Generated Trips Weekday Morning Peak Hour Traffic Volumes Date:December 2019 - Dwg No.1055 TIAS 01 dwg - Copyright©by MDM Transportation Consultants,Inc. All rights reserved. - - - - - - - y ©og n cNc z C ' y� L A a w y 4 Olde Village Drive y z N. . N Z W L o. . . .1 II 4 Ravenna Barnes Road y ♦♦ Avenue - Y 22 Z o n y. ;� C„ W LA OD to 0. • d � 1 Site Driveway 26(+2) ? H to rn w yy Cedar Road 16 H 1 .. 0) W eD - W �— 3 W.cD Swampscott ' Road q l • OD ' UQ Z �d � u n m cn —. •� W .* L24 W O> a N 1- u �ll. y — Marlborough �• w. Traders Way g y Road N y qI I r fD C �rJ C H C v � �• fD o rA rA �o N o p ' MG o S Q yo 0 L 21 w H Olde Village ' f♦ r . Drive O NCD � c 0 Z n _ w o to r- O I �.� z �v — 28 [ Ravenna, Barnes Road ' N r Avenue y 49 -1 `1 1 yNEGL --► �4 — OD n (A0 25 to� Z n (A N OD Site Driveway 37 ♦ M0 W N • J1 � � Cedar Road v 98 -� 1 0) N � d L 28 O O — PO441 co (- 52_ J Swampscott 04 p 24 --?. .� I 122 �1 Road .0 290 �. -4 ca 222 N (Aco 381 w ' v °' 01'Q zz A ®rim x J N Z M Vt t°'O N L 600 rt ao -P► ao N 122 . r,..3 is l 123 Marlborough �. a Traders Way h ♦ Road ►.,� '.. 95 ny 232 --+ Z � o, � O � � (D 54 � rn � � � O � � 0 Traffic Impact and Access Study Salem, Massachusetts m � . O dm � '� 10 ._ . OD � Q � � L- 11 L 209 00 ♦- 1204 ♦- 1223 o cn 4 857 — I— f� 14 34 397 to N Irn 198 .4 �-- 11174 ♦ 4 132 4— 1381 4 1381 NEGL .� 1 1. � NEGL 10 10 ♦ 1287 � 1191 � 36 NEGL 60 124 71072 --+ 15 11090 12 � 1CD 00 rn N rn 445 rn M o 1182 --► N c� N cc .N 620 —♦ N °D LLI 4 z - 247 M CNp L 40 mto 00 4--.5 rn 1 345Plaza L o v Driveway First Street 0 co 9 `lt (' to 14 --+ 17 � � M � 0 c rn CL l= . NOTES: NEGL. =Negligible North Scale: Not to Scale Signalized Intersection Figure 11 M/(� TRANSPORTATION CONSULTANTS,INC. Planners&Engineers 2026 Build Condition Weekday Evening Peak Hour Traffic Volumes Date:December 2619 Dwg No..1055 TIAS Ol.dwg Copyright©by MDM Transportation Consultants,Inc. All rights reserved. - - 4.0 TRAFFIC OPERATIONS ANALYSIS 1 1 Intersection capacity analyses for the primary study intersections are presented in this section for the Baseline, No-Build, and Build traffic-volume conditions.. Capacity analyses,,conducted in. accordance with EEA/MassDOT guidelines, provide an.index of .how well the roadway. facilities serve the traffic demands placed upon them. The operational results provide the basis for recommended access and.roadway.improvements in the following section. 4.1. CAPACITY ANALYSIS PROCEDURES Capacity analysis of intersections is.developed using the Synchro® computer software, which implements the methods of the 2010 Highway Capacity Manual(HCM). The resulting analysis presents a level-of-service (LOS) designation for individual intersection movements. The LOS is a letter designation that provides a qualitative measure of operating conditions based on several factors including roadway geometry, speeds, ambient traffic volumes, traffic controls, and driver characteristics. Since the LOS of a traffic facility is a function of the traffic flows placed upon it, such a facility may,operate at a wide range of.LOS, depending on the time of day, day, of week, or-period of year. A range of six levels of service are.defined on the basis of average delay, ranging from LOS. A (the least delay) to LOS F (delays greater than 50 seconds for unsignalized movements and 80. seconds for. signalized movements). The specific control delays and associated LOS designations are presented mi the Appendix. ' 4.2 INTERSECTION CAPACITYANALYSIS RESULTS Capacity analysis results for the weekday morning and weekday evening peak hours for.the study intersections are described below, with detailed analysis results presented in the Appendix. 1 4.2.1 Level of Service Analel The capacity analysis results for the intersections in the stud P tY anaY Y area are summarized in Table 4 and.Table 5 for the weekday morning and weekday evening peak hours, respectively. II 19 MDM 1 G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIAS01—Final.doc t ' TABLE 4 INTERSECTION CAPACITY ANALYSIS RESULTS WEEKDAY MORNING PEAK HOUR 1 Baseline 2026 No-Build 2026 Build Intersection Approach v/cl Delayz LOSS v/c Delay LOS v/c Delay LOS Highland Avenue Eastbound >1.0 79 E >1.0 >80 F >1.6 >80 F (Route 107)at .• Westbound >1.0 69: E >1.0 >80 F >1.0 >80 F t Traders Way/ Northbound >1.0 >80 F >1.0 >80 F j >1.0 . . >86 F Marlborough Rd Southbound >1.0 36 D 51:0 44 D >1.0 44 D OVERALL. .>1.0 67 E. >1:0 >80 F >1.0 >80 F Highland Avenue Eastbound 0.66 16 B 0.73 19 B 0.77 20 B ' (Route 107)at Westbound 0.85 13 B 0.86 13 B 0.86 . 13 B Swampscott Rd Northbound 0.60 27 C 0.61 27 C 0.61 27 C OVERALL 0.85 17 B 0.86 17 B 0.86 18 B Highland Avenue Eastbound 0.43 5 A 0.47 6. A 0.50 7 A (Route 107)at Westbound 0.33 8 A 0.36 8 A 0.36 8 A ' Barnes Rd/ Northbound 0.15 yr A 0.16 <5 A 0.28 <5 A Ravenna Way Southbound 0.32 45 D 0.33 46 D 0.32 45 D OVERALL 0.43 7 A 0.47 .7 A 0.50 8 A Highland Avenue Eastbound 0.39 5 A 0.42 5 A 0.421. 5. A (Route 107)at Westbound 0.46 11 B 0.49 10 B 0.50 10 B Olde Village Dr Southbound 0.39 39 D 0.39 39 D 0.39 39 D OVERALL 0.46 9 A 0.49 9 A 0.50 9 . A ' Highland Avenue Eastbound 0.00 <5 A 0.00 <5 A 0.00 <5 A (Route 107)at Westbound 0.00 <5 A 0.00 <5 A 0.00 <5 A Cedar Rd NB R Exit 0.00 <5 A 0.20 16 C 0.27 18' C Swampscott Rd at Eastbound 0.24 10 A 0.27 10 A 0.27. 10 A I5t Street Westbound 0.05 10 A 0.05 10 A 0.05 10 A Northbound 0.50 <5 A 0.55 <5 A' 0.56. <5 . . A Southbound 0.47 6 A. 0.49 6 A 0.50 6 A Highland Avenue Eastbound n/a4 n/a. n/a n/a n/a n/a 0.00 <5 A, ' (Route 107)at Westbound n/a nja n/a n/a n/a n/a 0.00 <5 A. Proposed Site NB R Exit n/a n/a n/a n/a n/a n/a 0.11 16 C Driveway 1 Volume-to-capacity ratio 2 Average control delay per vehicle(inseconds) - 3 Level of service ' 4 n/a=not applicable _ 20 MDM . G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIASOl_Final.doc TABLE 5 ' INTERSECTION CAPACITY ANALYSIS RESULTS WEEKDAY EVENING PEAK HOUR tBaseline 2026 No-Build 2026 Build Intersection Approach v/cl Delayz LOSS v/c Delay LO5 v/c Delay LOS ' Highland Avenue Eastbound >1.0 >80 F >1.0 >80 F >1.0 >80 F (Route 107)at Westbound >1.0 >80 F >1.0 >80 F . >1.0 >80 F Traders Way/. Northbound >1.0 >80 F >1.0 >80 . F >1.0 >80 F Marlborough Rd Southbound. >1.0 78 E >1.0 >80 F >1.0 >80 F ' OVERALL >1.0 >80 F >1.0. .. >80 F >1.0 >80. F Highland Avenue Eastbound 0.64 11 B 0.70 12 B 6.73 13 B (Route 107)at Westbound 0.90 9 A 6.92 9 A 0.92 9 A ' Swampscott Rd Northbound 0.70 28 C 0.74 29 C 0.76, 30 C OVERALL 0.90 12 B 0.92 13 : B 0.92 13 B Highland Avenue Eastbound 0.43 6. A 0.49 7 A. 0.55 8 A (Route 107)at Westbound 0:42 <5 A 0.44 <5 A. 0.52 <5 A Barnes Rd/ Northbound- 0.05 <5 A 0.05 <5 A 0.12 <5 A Ravenna Way Southbound 0.27 31 C 0.28 31 C 0.28 31 C ' OVERALL 0.43 5 A 0.49 6 A 0.55 6 A Highland Avenue Eastbound 0.37 5 A 0.40 5 A 0.41 5 A (Route 107)at Olde Westbound 0.55 8 A 0:58 9 A 0.59 9 A ' . Village Dr Southbound 0.47 36. D 0.48 36 D 0.48' 36 D OVERALL 0.55 8 A 0.58 8 A 0.59 9 A Highland Avenue Eastbound 0.00 <5 A 0.00 <5 A 0.00 <5 A ' (Route 107)at Westbound 0.00. <5 A 0.00 <5 A 0.00 <5 A Cedar Rd NB R Exit 0.00 <5 A 0.14 16 C 0.20 17 C Swampscott Rd at Eastbound 0.38 10 A 0.40 11 B 0.40 11 B ' I,'Street Westbound 0.07 12 B 0.08 12 B 0.08 12 B Northbound 0.64 7 A 0.67 .7 A 0.68 7 A -Southbound 0.61 6 A 0.64 6 A 0.64 6 A Highland Avenue Eastbound. n/a4 n/a n/a n/a n/a n/a 0.00 <5 A (Route 107)at Westbound n/a n/a n/a n/a n/a n/a 0.00 <5 A ' Proposed Site NB R Exit n/a n/a n/a n/a n/a n/a 0.08 16 C Driveway 'Volume-to-capacity ratio 2 Average control delay per vehicle(in seconds) - 3 Level of service 4 n/a=not applicable. . t 1 21 MDM ' G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIAS01-Final.doc As summarized in Table 4 and Table 5, the capacity analyses indicate that project will not ' result in any consequential changes in intersection operations compared to No-Build conditions. The site driveway will operate at LOS C or better during the peak hours; likewise, the nearest . ' signal at Barnes Road/Ravenna Avenue and Highland Avenue will operate at LOS A or better operation under Build conditions. Accordingly, no roadway improvements are warranted to accommodate the project beyond those already being implemented by MassDOT and the City. The recent improvements include a MassDOT-funded traffic signal improvement plan along Highland Avenue to install adaptive signal controls at seven (7) locations including the 4 signalized study intersections along Highland Avenue. The. City also. recently installed a ' roundabout at the intersection of. 1st Street ;at Swampscott Road. Additional pedestrian-. oriented improvements are also proposed to enhance non-motorized connections to. adjoining land uses and nearby public transportation stops. These improvements are described in more ' detail under Conclusions and Recommendations. l 1 i I 22 1\YJ1 D M G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIAS01—Final.doc 4.2.2 Vehicle Queue Analysis Vehicle queue results are presented for the signalized intersections within the study area.These ' vehicle queues are compared to available storage lengths, which are defined as. lengths of exclusive turn lanes or the distance to the nearest major intersection for through lanes. Vehicle queue results from the capacity analysis are summarized in Table 6, Table 7, Table 8, and ' Table 9. Detailed worksheets of the queuing analysis are provided in the Appendix. TABLE 6 VEHICLE QUEUE ANALYSIS SUMMARY HIGHLAND AVENUE AT TRADERS WAY/MARLBOROUGH ROAD 2019 Baseline 2026 No-Build 2026 Build 951h 95w 951h . ' Storage Average Percentile Average Percentile Average Percentile Length Queue Queue Queue Queue Queue Queue Approach (feet) Length' Length' Length Length Length Length Weekday Morning Peak Hour ' Eastbound L 355± 351 548 566 809 597 843 Eastbound T 700± 193 166 189 173 190 187 Eastbound R 135± <25 <25 <25 <25: <25 <25 ' Westbound L 215± 62 145 69 165 69 165 Westbound T >1000 207 325 239 352 247 361 Westbound R 230± <25 29 <25 33 <25 33 Northbound L 300± 55 152 73 178 74 180 Northbound T >1000 150 308 198 362 198 362 ' Northbound R 300± <25 <25 <25 <25 <25 <25 Southbound L/T >1000 156 313 182 339 182 339 ' Southbound R 110± 58 173 97 231 104 241 Weekday Evening Peak.Hour Eastbound L 355± 353 522 388 570 405 591 Eastbound T 700t_ 155 213 166 226 174 234 Eastbound R 135± 60 122 69 105 69 90 Westbound L. 215± 91 215 120 249 120 249 . Westbound T.. . >1000 245 . . 356 274' 387 294. 410 ' Westbound R 230±: <25: 53 <25 54 <25 54_ Northbound L 300± 121 240 -135 258 135 258 Northbound T >1000 132 268 157 300 157 300 Northbound R 300± <25_ <25 <25 <25 <25 <25 ' Southbound LIr >1000 184 332 209 361 209 361 Southbound R 110± 89 201 121. 247 137 289 Average:and 95th percentile queue lengths are reported in feet per lane. r - 23. . MDM . G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIAS01_Final.doc TABLET ' VEHICLE QUEUE ANALYSIS SUMMARY HIGHLAND AVENUE AT SWAMPSCOTT ROAD ' 2019 Baseline 2026 No-Build 2026 Build 951h 951h 95th ' Storage Average Percentile Average Percentile Average Percentile Length Queue Queue Queue Queue Queue Queue Approach (feet) Length'. Lengths, Length .Length Length Length Weekday Morning Peak Hour Eastbound T >1000 . 294 402 345 460 370 526 Eastbound R 350± <25 .<25 <25 <25 <25 <25 Westbound L 250± 231 274 240 270 240 266 - ' Westbound T 700± 205 218 223 224 228 227 Northbound L 200± 78 134 81 139 82 141 Northbound R >1000 <25 -67 <25 69 <25 69 Weekday Evening Peak Hour Eastbound T >1000 214 163 241. 230 254 263 Eastbound R 350± <25. <25 <25 <25 <25 <25 Westbound L 250± 119 127 127 127 126 122 Westbound T 700± 44 56 57. 57 64 60 Northbound L 200± 70 148 75 161 78 169 Northbound R >1000 <25 63 <25 65 <25 65 '. ?Average and 95th percentile queue lengths are reported.in feet per lane. TABLE 8 VEHICLE QUEUE ANALYSIS SUMMARY 1 HIGHLAND AVENUE AT BARNES ROAD 2019 Baseline 2026 No-Build 2026 Build 951h 950, 95w . Storage Average Percentile Average Percentile Average Percentile ' Length Queue Queue Queue . Queue Queue Queue Approach (feet) Lengths Lengths Length Length Length Length Weekday Morning Peak Hour Eastbound L 135± <25 . <25 <25. <25 <25 <25. ' Eastbound T/R 475± 98 113 103. 118 104 122 Westbound L 90± <25 43 <25 59 <25 71 Westbound T/R >1000 117. 286. 135 303 135 298 ' Northbound Lfr/R >500 <25 <25 <25 <25 <25. <25 Southbound L/T/R >500 <25 48 <25 49 <25 49 1 Weekday Evening Peak Hour Eastbound L 135± <25 <25 <25 <25 <25 <25 Eastbound T/R 475± 113 136 90 . 144 124 147 Westbound L 90± <25 <25 <25 <25 <25 65 Westbound T/R >1000 41 201 42 252 42 244 ' Northbound L/T/R >500 <25 <25 <25 <25 <25 <25 Southbound L/T/R >500 <25 39 <25 40. <25. 40 'Average and 95th percentile queue lengths are reported in feet per lane:. 24 MDM G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIAS01—Final.doc TABLE 9 ' VEHICLE QUEUE ANALYSIS SUMMARY HIGHLAND AVENUE AT OLDE VILLAGE DRIVE ' 2019 Baseline. 2026 No-Build 2026 Build 95th 95w 951h Storage Average Percentile Average 3 Percentile Average Percentile ' Length Queue Queue Queue Queue Queue Queue Approach. , (feet) Length'. Length' Length Length Length Length Weekday Morning Peak Hour Eastbound L 175± 29 65 31 68 31 68 Eastbound T/R 800± 86 135 93 147 95 150 Westbound T/R 475± 256 28 271 30 276 35 . . Southbound L >500 37 75 38 77 38 . 77 ' Southbound R >500 <25 <25 <25 <25 <25 <25 Weekday Evening Peak Hour Eastbound L 175± <25 42 <25 42 <25 42 Eastbound T/R 800± 79 132 89 146 93 153. Westbound T/R 475± 261 385 325. 412 333 420 Southbound L >500 49 92 51 95 51 95 ' Southbound R >500 <25 <25- <25 <25 <25 <25 'Average and 95th percentile queue lengths are reported in feet per lane: As presented in Table 6,Table 7,Table 8, and Table 9,average vehicle queues at the signalized study intersections will generally be contained within available storage lanes during peak hours to accommodate peak period queues. The project will not significantly change queue lengths compared to No-Build conditions and will generally result in an increase of 1 vehicle or less on all intersection approaches. 25 MDM G:\Projects\1055-Salem(Overlook Acres)\Documents\105.5TIAS01—Final.doc . . 5.0 .RECOMMENDATIONS AND CONCLUSIONS 5.1 RECOMMENDATIONS MDM finds Highland Avenue, Barnes Road and Cedar Road and roadways within the site ' vicinity can accommodate modest traffic increases of the project.. However, several mitigation . actions are identified to support the project to ensure that site access meets applicable safety criteria, to enhance neighborhood walking/bicycling and access .to public transportation ' opportunities and to reduce dependency on single-occupant auto use. These include (a) access related improvements, (b) pedestrian and bicycle accommodations, (c) off-site improvements, and (d) a transportation demand management(TDM) actions as summarized below. Access/Egress Improvements ' ❑ Proposed Driveway and Cedar Road Design. The proposed driveways and Cedar Road designs shall comply with applicable signs and markings per MUTCD including STOP ' signs (R1-1) and STOP line pavement markings on the approaches to Highland Avenue and.Barnes Road. The driveway will.require a Highway Access Permit from MassDOT.. I ❑ Sight Line Triangles. Plantings (shrubs,bushes) and structures(walls;fences, etc.) will be maintained at a height of 2 feet or less within the sight lines in vicinity of the proposed ' site driveway and Cedar Road intersections.with Highland Avenue and the proposed site driveway intersection with Barnes Road to provide unobstructed sight lines. ' Pedestrian and Bicycle Accommodations ❑ Pedestrian Connections. The Site Plan should. incorporate sidewalks that connect. the ' proposed buildings to the sidewalk system along Highland Avenue, Barnes Road and a new sidewalk along Cedar Road. Within the Site,new pedestrian connections should be provided to connect the on-site buildings and parking area to encourage walking and ' Y Y shoppingPp bicycle access to nearby opportunities. 26 MD G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIAS01_Final.doc ❑ Bicycle Amenities. The Proponent will provide bicycle accommodations within the property including bike racks near the buildings entranceways to encourage and facilitate this mode of transportation to/from the Site.. Offsite-Improvements ❑ Road Safety Audits. The signalized intersections of Highland Avenue at Marlborough Road/Traders Way and Highland Avenue .at Barnes Road are both listed by MassDOT as a Highway Safety Improvement .Program (HSIP) crash clusters for ' 2014-2016. Consequently, .these locations are likely to be subject to preparation of a Road Safety Audit (RSA) to identify potential short-term safety/operational improvements that could be implemented the Proponent and medium/long-range improvements by MassDOT. Typical short-range improvements are limited to lower cost, easily implementable ' measures such as pavement restriping, supplemental or revised/updated signs, advance motorist warning controls, limited pavement and/or sidewalk repair, etc. and are often required of a Proponent as part of a Section 61 Finding. Longer-term structural improvements are typically identified,by.assumed to be,the responsibility of MassDOT or others and subject to State and/or Federal funding. ❑ Highland Avenue at Barnes Road. The Proponent will work with MassDOT to permit and 8 p implement geometric and signal modifications at the Highland Avenue/Barnes Road. Geometric improvements include. re-aligning the Barnes Road approach: to the intersection to improve corner radii and alignment with Ravenna Avenue, extending the ' westbound U-tum/left turn lane, and.widening Highland Avenue along the.south-east corner of the intersection to.better accommodate westbound U-turn movements. Under this improvement plan, traffic signal timing will be optimized to provide efficient traffic ' signal operations to accommodate project traffic increases. Improvements will be designed for compatibility with anticipated long-range multi-modal accommodations as identified by MassDOT Route 107 Corridor Improvement Study. Conceptual access ' improvements at the Highland Avenue/Bames .Road. signalized intersection_ are presented in Figure 12. For.reference, the long-range Corridor Improvement plans for the Highland Avenue intersection. : with Barnes Road, Swampscott Road and . . ' Marlborough Road are provided in the Appendix. Transportation Demand Management(TDM) The Proponent is committed to reduce auto dependency by residents and commercial building tenants by implementing a TDM program. A preliminary list of potential TDM program elements may include the following, subject to refinement of the development program and further evaluation by the Proponent: t 27 MDM ' G:\Projects\1055-Salem(Overlook Acres)\Documents\1055 TIASOI_Final.doc 1 r 1 Jw �2 1 2Q 1 2 HIGHLAND AVENUE (ROUTE 107) RELOCATE EXISTING CROSSWALK au ---- - — - — - EXTEND LEFT TURN LANE 1JIM 1 — ADJUST CURB TO ACCOMODATE PASSENGER CAR U—TURNS 1 R=25' R=25' ta' ta' I W 1 D � Z m N o � D I v 1 I — 1 Figure 12 = Conceptal Intersection Improvements Plan — HIGHLAND AVENUE(ROUTE 107)AT BARNES ROAD 1 SALEM,MASSACHUSETTS PREPARED FOR: NOTES — — RES,LLC — OVERLOOK AC — 5 BRISCOE 1 1. THIS PLAN INTENDED FOR DISCUSSION PURPOSES ONLY; _ = BEVERLEY,MA ACHUSETTS 01915 IT IS NOT FOR CONSTRUCTION. c — — 2. FINAL DESIGN IS SUBJECT TO FIELD SURVEY BY OTHERS. — — PLANNERS ENGINEERS _ AVJLDA�JI TRANSPORTATION CONSULTANTS:INC. � &ENGIN RS 3. PROPERTY LINES AND ACCESS LINE LOCATIONS ARE ' - - FEET _ M or ugh,oad,Suite 280 752 APPROXIMATE ONLY AND ARE SUBJECT TO DEED AND TITLE SCALE � Marlborough,MA 0T752 RECORDS. I 0 10 20 40 60 F Tel:(508)303-0371 Fr_ �. Fair:(508)303-0371 . . 4. BASE PLAN SOURCE: THE MORIN-CAMERON GROUP, INC. DATE:January 6,2020 SCALE:As Noted PROJECT No.1055 File:1055 Concept Plan(2020-01-06).dw9 Sheet 1 of 1 COPYRIGHT C Mtl-Sl�,f TAarisvoaranory consurr 3,INC,1V1Y1 nxxexsae as !. ❑ On-Site Transportation Coordinator. The Proponent will designate a member of the leasing staff as transportation coordinator responsible disseminating relevant TDM information to residents and commercial building tenants :including provision of a ' tenant manual that provides information on public transportation routes and schedules, bicycle parking, parking policies and Site amenities including car sharing spaces and preferential parking spaces. ❑ Public Transportation Information & Promotion. Service and schedule information for MBTA services will be posted and included in a tenant lease package to promote the.use of public transportation by residents,employees and visitors. ❑ Bicycle Facilities. Provide bicycle parking, including racks for residents and conveniently ' located racks for visitors and employees proximate to the building entrances.. ' ❑ Car Sharing Spaces. The Proponent will.designate.parking spaces on the Site for use by a . car sharing services such as Zipcar as needed. ' ❑ Preferential Parking and Incentives for Low-Emission Vehicles. Preferential parking locations for residents, who use low-emission vehicles will be provided. A charging station for electric vehicles will also be provided on the Site. ❑ Unbundled Parking. The Proponent proposes unbundling residential parking to provide ' an option for residents to.rent. fewer or.no parking spaces with their unit, thereby. encouraging lower vehicle ownership at time of lease. ❑ On-site Amenities. The Site will include a pool and on-site neighborhood amenity and incentive to use the Site as a local walking destination to serve the needs of residents and visitors. ❑ Pedestrian Infrastructure. Sidewalk connections within the property will be provided along primary pedestrian desire lines that connect. building entrances with the public ' sidewalk network and adjoiningsho u1 areas. The Proponent will also post area pP g . p maps that highlight area walking/bcycle routes to promote walking and bicycle travel to/from the Site and.area businesses,recreational facilities and transit stops. 5.2 CONCLUSIONS In summary,trip generation for the development is projected to only moderately increase traffic activity on area roadways relative to existing/baseline conditions with no material impact to ' operating conditions at the study intersections. The assessment indicates that there is ample capacity at these study locations to accommodate.these project-related traffic increases without the need for major infrastructure enhancements. Proposed access access/egress improvements, ' pedestrian and bicycle accommodations, off-site improvements, and a TDM program and as outlined in the Conclusions and Recommendations section of this report will adequately mitigate the project impacts. 28 MDM G:\Projects\1655-Salem(Overlook Acres)\Documents\1055TIAS01_Final.doc I t APPENDIX ❑ Traffic Volume Data ' ❑ Seasonal/ Yearly Growth Data ❑ Crash Data ' ❑ Public Transportation Information ❑ Background Projects ' ❑ Trip Generation ❑ Trip Distribution Calculations ' ❑ Capacity Analysis ❑ MassDOT Corridor Study 1 1 1 1 1 I ' oTraffic Volume Data ■ 1 1 1 1 1 1 1 1 1 1 MDM TRANSPORTATION CONSULTANTS,INC. Page 1 Highland Avenue Planners&Engineers East of Barnes Road Salem,MA 28 Lord Road,Suite 280 Marlborough, MA 01762 Site Code: Start 26 Sep-19 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12 00 29 206 36 203 12 15i;: - 25 12:30 26 230 26 247 12 45. 24 250 113 944 22 263 115 '. 924 228 1868; 01 00 19 210 18 207 248 242 :12.. 01:30 16 269 17 231 0145 13 222 66 949. 9 225 56 905 122 1854 02 00 11 218 13 226 0215 8 243 8 245 02:30 U 229 20 248 02;45` 7 230 38 920 11 251 52 : 970 03 90 1890, 0.0 6 264 8 266 03:30 13 273 13 322 03 45 8 ;: ,262. ,;;34 1092 ;12 `279 42.. 1119 76 ::_ 2211': 04:00 11 249 16 262 04 15` 11 298 19 298 64 30 28 279 24 278 04A5' 42._ 299.. 92 1125 34 235 93 1063 185 2188;. 05:00 38 283 38 288 ' 05 15 61 267 65 256 05 30 62 267 109 26161 05 45_:: 94 262 255 1096 136 249 348 1054 603 2150; 0600 107 252 111 215 06 15 133 180 149 222 06 30 176 200 205 199 1323 163 04 7; 06 45:: 209 201' 625 .833. ; 233 8 168 698 . 07:00 219 217 214 182 07:15 249 172 274 169 07:30 255 187 310 142 07 45 238 141 .961 717 269 161 1067 654 2028 1 M: 08 00 239 149 302 126 202 156: 129 08 15:... ':: 289 08:30 236 138 254 110 240 108. 917 551 290 117 1135:' 482 2052 1033:: 09 06 200 147 237 120 09.15 242 .. 123 238 117 09:30 208 123 226 76 185 98 835 491 239 96 940;.' 409 1775 900 10 00 221 89 206 74 10 15 204 92 24.0 70 10:30 210 80 219 59 :.66 839 327 > 216 57 8131; 260 172Q ; 587.: 1100 225 86 185 56 1115:: 231 76 220 48 11.30 224 59 255 45 11.45;:i 253 57. '933 278' ' 228 32 888` 181 1821 Total 5708 9323 6315 8825 12023 18148 Percent 38.0% 62.0% 41.7% 58.3% 39.8% 60.2% Total 5708 9323 6315 8825 12023 18148 Percent 38.0% 62.0% 41.7% 58.3% 39.8% 60.2% Combined 15031 15140 30171 Total TRANSPORTATION CONSULTANTS,INC. MDMPlanners&Engineers , 28 Lord Road, Suite 280 Marlborough, MA NB: Barnes Road File Name : 1055_-_Highland_at_Barnes_09-26-2019 E/W: Highland Avenue Site Code : 1055 Salem, MA Start Date : 9/26/2019 Page No : 1 Groups Printed-Lights-Mediums-Articulated Trucks Ravenna Avenue Highland Avenue Barnes Road Highland Avenue From North From East From South From West Start Time Right Thru Left I U-T.. A..ran Right I Thru Left I LT.. ran Right I Thru Lett I u-Tu .Tan Right IThru I Left UrarA ran tnl7ota� 07:00 AM 1 0 11 0 12 0 211- 1 7 219 5 0 5 0 10 1 210 1 1 213 454 07:15 AM 2 1 5 0 8 2 242 3 6 253. 8 0 3 0 11 1 273 0 0 274 546 07:30 AM 2 0 13 0 15 1 248 3 2 254 4 0 3 0 7 1 300 3 0 304 580 , 07:45 AM 1 0 4 0 5 1 3 222 4 11 240 8 0 7 0 15 1 259 2 0 262 522 Total 6 1 33 0 401 6. 923 11 26 .966 25 0 18 0 431 4 1042 6 1 10531 2102 08:00 AM 1 0 5 0 6 2 234 3 14 253 4 0 3 0 7 0 297 4 0 301 567 08:15 AM 1 0 6 0 7 2 197 5 9 213 2 0 4 0 6 0 281 5 0 286 512 08:30 AM 2 0 4 0 6 2 232 3 16 253 6 0 4 0 10 1 246 3 0 250 519 08:45 AM 1 0 6 0 7 1 233 2 11 247 5 0 5 0 10 0 286 0 2 288 552 Total 5 0 21 0 26 7 896 13 50 966 17 _ 0 16 0 331 1 1110 12 2 1125 2150 04:00 PM 0 1 6 0 7 7 247 9 6 269 4 0 2 0 6 1 262 1 0 264 546 04:15 PM 4 0 3 0 7 6 292 13 3 314 1 0 1 0 2 1 285 3 0 289 612 04:30 PM 4 0 8 0 12 3 274 11 6 294 2 0 1 0 3 1 275 4 0 280 589 04:45 PM 2 1 7 0 10 0 296 3 5 304 3 0 3 0 6 1 233 1 0 235 555 Total 10 2 24 0 36 16 1109 36 20 1181 10 0 7 0 17 4 1055 9 0 1068 2302 05:00 PM 1 0 5 0 6 2 279 6 7 294 3 0 2 0 5 1 280 4 0 285 590 05:15 PM 2 0 6 0 8 4 282 4 5 295 0 0 0 0 0 1 251 3 0 255 558 05:30 PM 1 0 3 0 4 3 266 7 7 283 4 0 1 0 5 2 248 1 0 251 543 05:45 PM 1 0 2 0 3 4 260 14 6 284 6 0 1 0 7 0 240 5 1 246 540 Total 5 0 16 0 21 13 1087 31 25 1156 13 0 4 0 171 4 1o1g 13 1 1037 2231 Grand Total 26 3 94 0 123 42 4015 91 121 4269 65 0 45 0 110 13 4226 40 4 4283 8785 ' Apprch% 21.1 2.4 76.4 0 1 94.1 2.1 2.8 59.1 0 40.9 0 0.3 98.7 0.9 0.1 Total% 0.3 0 1.1 0 1.4 0.5 45.7 1 1.4 '48.6 0.7 0 0.5 0 1.3 0.1 48.1 0.5 0 48.8 Lights 24 1 92 0 117 41 .3889 4092 %Lights 92.3 33.3 97.9 0 95.1 97.6 96.9 95.6 100 96.9 96.9 0 97.8 0 97.3 100 96.8 97.5 100 96.8 96.9 Mediums 2 2 2 0 6 1 100 4 0 105 2 0 0 0 2 0 104 1 0 105 218 %Mediums AnlwlatedTWCM 0 0 0 0 0 0 26 0 0 26 0 0 1 0 1 0 30 0 0 30 57 %Arb bb d nuw 0 0 0 0 0 0 0.6 0 0 0.6 0 0 2.2 0 0.9 0, 0.7 0 0 0.7 0.6 TRANSPORTATION CONSULTANTS,INC. MDMPlanners&Engineers 28 Lord Road, Suite 280 Marlborough, MA NB: Barnes Road File Name : 1055 -_Highland_at_Barnes_09-26-2019 EMI: Highland Avenue Site Code : 1055 Salem, MA Start Date : 9/26/2019 Page No : 2 r Ravenna Avenue Highland Avenue Barnes Road Highland Avenue From North From East From South From West ' Start Time I Right I Thru I Left I u-rum rew Right Thru I Left I u-rum I Am Tam Right I Thru I Left u-rum ram Right I Thru I LeftT u-Tum I A..ram Int.Total Peak Hour Analysis From 07:00 AM to 11:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 2 1 5 0 8 2 242 3 6 253 8 0 3 0 11 1 273 0 0 274 546 07:30 AM 2 0 13 0 15 1 248 3 2 2" 4 0 3 0 7 1 300 3 0 304 580 07:45 AM 1 0 4 0 5 3 222 4 11 240 8 0 7 0 15 1 259 2 0 262 522 08:00 AM 1 0 5 0 6 2 234 3 14 253 4 0 3 0 7 0 297 4 0 301 567 Totaibolume 6 1 27 0 34 8 946 13 33 1000 24 0 16 0 40 3 1129 9 0 1141 2215 %App.Total 17.6 2.9 79.4 0 0.8 94.6 1.3 3.3 60 0 40 0 0.3 98.9 0.8 0 ' PHF .750 .250 .519 .000 .567 .667 .954 .813 .589 .984 .750 .000 .571 .000 .667 .750 .941 .563 .000 .938 .955 Lights 5 1 26 0 32 8 915 11 33 967 23 0 16 0 39 3 1086 %Lights 83.3 100 96.3 0 94.1 100 96.7 84.6 100 96.7 95.8 0 100 0 97.5 100 96.2 100 0 96.2 96.4 Mediums 1 0 1 0 2 0 24 2 0 26 1 0 0 0 1 0 34 0 0 34 63 %Mediums 16.7 0 3.7 0 5.9 0 2.5 15.4 0 2.6 4.2 0 0 0 2.5 0 3.0 0 0 3.0 2.8 lvtiaaa111 TNCka tiauwmaeTmw 0 0 0 0 0 0 0.7 0 0 0.7 0 0 0 0 0 0 0.8 0 0 0.8 0.7 Ravenna Avenue ' out In Total 17 32 A51 0 2 0 0 17 34 ' 5 1 26 0 1 0 1 0 0 0 0 0 6], 11 271 0 Right Thru Left U Tum Peak Hour Data 70)' Oo 000 _ OD O N m m W W North o ua rn c c m r o"'rn 2� EPeak Begins at 07:15 AM Moow« ovm�N io TNckS �'o^� Qm m 0000E C �o o mymom NN- � Th Left Thru Ri ht U-Tum 16 0 23 0 0 0 1 0 0 0 0 0 161 0 • 241 0 15 39 ]57 2 1 0 0 ' 40 out In Total MDMTRANSPORTATION CONSULTANTS,INC. Planners&Engineers 28 Lord Road, Suite 280 Marlborough, MA NB: Barnes Road File Name : 1055_-_Highland_at_Barnes_09-26-2019 EM: Highland Avenue Site Code : 1055 Salem, MA Start Date : 9/26/2019 Page No : 3 E= Ravenna Avenue Highland Avenue Barnes Road Highland Avenue From North From East From So uth From West Start Tlme Right I Thru I Left I LLT.m I n...Tam I Right I Thru I Left I LLT..I no.ram I Right I Thru I Left I u.Tmn I Tam I Right I Thru I Left I u.rum A,ramI Inl.Tota Peak Hour Analysis From 12:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 4 0 3 0 7 6 292 13 3 314 1 0 1 0 2 1 285 3 0 289 612 04:30 PM 4 0 8 0 12 3 274 11 6 294 2 0 1 0 3 1 275 4 0 280 589 04:45 PM 2 1 7 0 10 0 296 3 5 304 3 0 3 0 6 1 233 1 0 235 555 05:00 PM 1 0 5 0 6 2 279 6 7 294 3 0 2 0 5 1 280 4 0 285 590 Total volume 11 1 23 0 35 11 1141 33 21 1206 9 0 7 0 16 4 1073 12 0 1089 2346 .Total 31.4 2.9 65.7 0 0.9 94.6 2.7 1.7 56.2 0 43.8 0 0.4 98.5 1.1 0 PHF .688 .250 .719 .000 .729 .458 .964 .635 .750 .960 .750 .000 .583 .000 .667 1.00 .941 .750 .000 .942 .958 Lights 11 0 23 0 34 10 1121 1051 %Lights 100 0 100 0 97.1 90.9 98.2 97.0 100 98.2 100 0 100 0 100 100 97.9 100 0 98.0 98.1 Mediums 0 1 0 0 1 1 17 1 0 19 0 0 0 0 0 0 19 0 0 19 39 %Mediums rwan.r.a T..h 0 0 0 0 0 0 3 0 0 . 3 0 0 0 0 0 0 3 0 0 3 6 ve 0 0 0 0 0 0 0.3 0 0 0.2 0° 0 0 0 0 0 0.3 0 0 0.3 0.3 Ravenna Avenue Out In Total 22 34 56 1 0 0 0 23 35 58 11 0 23 0 0 1 0 0 D 01 0 0 11 1 23 0 Right Thru Left U-Tum Peak Hour Data U O ' North ,o n rn m o o_� Peak Hour Begins at 04:15 PM a N d rt2 C �W V� � Lights N voovL c mWma' > Mediums m W W m n m Articulated Trucks O� OOOO I_ C U-. .-pp ;- 7 7 +1 T r Left Thru Ri ht U-Tum 7 0 9 0 0 0 0 0 0 0 0 0 71 0 9 0 36 1106 52 2 2 00 38 54 Out In Total , ' TRANSPORTATION CONSULTANTS,INC. MDMPlanners&Engineers 28 Lord Road, Suite 280 Marlborough, MA 1 E/W: Highland Avenue File Name : 1055_-_High land_at_Olde_Village_09-26-2019 SIB: Olde Village Drive Site Code : 1055 Salem, MA Start Date : 9/26/2019 Page No : 1 1 Groups Printed-Lights-Mediums-Articulated Trucks Olde Village Drive Highland Avenue Highland Avenue From North From East From West Start Time Right I Left I U-Turn I App.Total Right I Thru U-Turn A .Total Thru Left U Turn I App.Total Int.Total 07:00 AM 2 10 0 12 5 208 0 213 202 8 1 211 436 07:15 AM 6 14 0 20 12 231 0 243 254 8 0 262 525 ' 07:30 AM 5 17 0 22 13 243 0 256 290 10 1 301 579 07:45 AM 4 18 0 22 8 225 0 233 255 14 2 271 526 Total 17 59 0 76 38 907 0 945 1001 40 4 1045 . 2066 08:00 AM 5 7 0 12 17 220 0 237 275 13 0 288 537 1 08:15 AM 10 11 0 21 13 185 0 198 276 18 0 294 513 08:30 AM 8 18 0 26 13 219 0 232 238 17 2 257 515 08:45 AM 5 12 1 18 17 226 0 243 243 12 2 257 518 Total 28 48 1 77 60 850 0 910 1032 60 4 1096 2083 09:00 AM 0 1 0 1 1 1 0 0 1 1 0 0 0 01 2 Total 0 1 0 1 1 1 0 0 1 1 0 0 0 01 2 04:00 PM 7 28 0 35 19 235 0 254 235 15 0 250 539 04:15 PM 3 17 0 20 19 281 0 300 270 11 0 281 601 04:30 PM 2 25 0 27 11 269 0 280 252 6 0 258 565 04:45 PM 2 24 0 26 13 284 0 297 208 4 0 212 535 Total 14 94 0 108 62 1069 0 1131 965 36 0 1001 2240 05:00 PM 3 33 0 36 19 257 0 276 254 12 2 268 580 ' 05:15 PM 2 15 0 17 14 268 0 282 229 7 0 236 535 05:30 PM 2 20 0 22 24 253 1 278 232 3 0 235 535 05:45 PM 5 12 0 17 14 258 1 273 230 6 1 237 527 Total 12 80 0 92 71 1036 2 1109 945 28 3 976 2177 ' 06:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 1 Grand Total 71 283 1 355 232 3862 2 4096 3943 164 11 4118 8569 Apprch% 20 79.7 0.3 5.7 94.3 0 95.8 4 0.3 Total% 0.8 3.3 0 4.1 2.7 45.1 0 47.8 46 1.9 0.1 48.1 Lights 69 278 1 348 229 3731 2 3962 3825 160 11 3996 8306 %Lights 97.2 98.2 100 98 98.7 96.6 100 96.7 97 97.6 100 97 96.9 Mediums 2 4 0 6 3 100 0 103 89 4 0 93 202 %Mediums 2.8 1.4 0 1.7 1.3 2.6 0 2.5 2.3 2.4 0 2.3 2.4 Articulated Trucks 0 1 0 1 0 31 0 31 29 0 0, 29 61 ' %Articulated Trucks 0 0.4 0 0.3 0 0.8 0 0.8 0.7 0 0 1 0.7 MDMTRANSPORTATION CONSULTANTS,INC. Planners&Engineers 28 Lord Road, Suite 280 Marlborough, MA ' E/VV: Highland Avenue File Name : 1055_-_Highland_at_Olde_Village_09-26-2019 SB: Olde Village Drive Site Code : 1055 Salem, MA Start Date : 9/26/2019 Page No : 2 Olde Village Drive Highland Avenue Highland Avenue From North From East From West Start Time Right I Left I U-Turn I App.Total I Right I Thru I U-Turn I App.Total I Thru Left U-Turn App.Total I Int.Total Peak Hour Analysis From 07:00 AM to 11:45 AM-Peak 1 of 1 t Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 6 14 0 20 12 231 0 243 254 8 0 262 525 07:30 AM 5 17 0 22 13 243 0 256 290 10 1 301 579 07:45 AM 4 18 0 22 8 225 0 233 255 14 2 271 526 08:00 AM 5 7 0 12 17 220 0 237 275 13 0 288 537 Total Volume 20 56 0 76 50 919 0 969 1074 45 3 1122 2167 %App.Total 26.3 73.7 0 5.2 94.8 0 95.7. 4 0.3 PHF .833 .778 .000 .864 .735 .945 .000 .946 .926 .804 .375 .932 .936 Lights 19 54 0 73 48 888 0 936 1034 43 3 1080 2089 '/o Lights 95.0 96.4 0 96.1 96.0 96.6 0 96.6 96.3 95.6 100 96.3 96.4 Mediums 1 2 0 3 2 22 0 24 32 2 0 34 61 %Mediums 5.0 3.6 0 3.9 4.0 2.4 0 2.5 3.0 4.4 0 3.0 2.8 Articulated Trucks 0 0 0 0 0 9 0 9 8 0 0 8 17 Articulated Trucks 0 0 0 0 0 1.0 0 0.9 0.7 0 0 0.7 0.8 t Olde village Dnve Out In Total. ' 91 73 1171 30 095 76 19 54 0 1 2 i 0 0 01 0 201 661 0 Right Left U Tum ' Peak Hour Data oOD h-CO Q , F N V)NO�� j 7 j North S N A O m D7 C ..00N m o ro N Peak Hour Begins at 07:15 AM m CO7NaD�f to m �--?m m F �F Lights c iomNm C�Am Mediums m Articulated Trucks c' SON t0 C N N�� Ow V)V GDA— II� MDM TRANSPORTATION CONSULTANTS,INC. Planners&Engineers 28 Lord Road, Suite 280 Marlborough, MA E/W: Highland Avenue File Name . 1055_-_Hlghland_at_Olde_Vlllage_09- 26-2019 SB: Olde Village Drive Site Code : 1055 ' Salem, MA Start Date : 9/26/2019 Page No : 3 1 Olde Village Drive Highland Avenue Highland Avenue From North From East From West Start Time I Right I Left I U-Turn I App.Total I Right I Thru I U-Turn I App.Total I Thru I Left I U-Turn I App.Total Int.Total 1 Peak Hour Analysis From 12:00 PM to 06:00 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 3 17 0 20 19 281 0 300 270 11 0 281 601 04:30 PM 2 25 0 27 11 269 0 280 252 6 0 258 565 04:45 PM 2 24 0 26 13 284 0 297 208 4 0 212 535 05:00 PM 3 33 0 36 19 257 0 276 254 12 2 268 580 Total Volume 10 99 0 109 62 1091 0 1153 984 33 2 1019 2281 %App.Total 9.2 90.8 0 5.4 94.6 0 96.6 3.2 0.2 PHF .833 .750 .000 .757 .816 .960 .000 .961 .911 .688 .250 .907 .949 Lights 10 98 0 108 62 1071 0 1133 970 32 2 1004 2245 %Lights 100 99.0 0 99.1 100 98.2 0 98.3 98.6 97.0 100 98.5 98.4 Mediums 0 1 0 1 0 18 0 18 13 1 0 14 33 %Mediums 0 1.0 0 0.9 0 1.6 0 1.6 1.3 3.0 0 1.4 1.4 Articulated Trucks 0 0 0 0 0 2 0 2 1 0 0 1 3 %Articulated Trucks 0 0 0 0 0 0.2 0 0.2 0.1 0 0 0.1 0.1 Olde Village Dnve Out In Total 94 "0' 202 1 1 1 2 0 D 0 95 109 204 10 98 0 0 1 0 0 0 0 10 99 0 Right Left U-Tum Peak Hour Data mC cm o O 80 CO OI... 01 °; North w+a m ° a � a a m Peak Hour Begins at 04:15 PM NOON +50 0 Lights 4—�to N m-4 kfl v N + ' ' p w m W Mediums C � rA m N E Articulated Trucks c -� � o F c -ice O�m j �0000 Wc� W W N+ 4 t MDM TRANSPORTATION CONSULTANTS,INC. Planners&Engineers ' 28 Lord Road, Suite 280 Marlborough, MA E/W: Highland Avenue File Name : 1055 -_Highland_at_Swampscott_09-26-2019 NEB: Swampscott Road Site Code : 1055 Salem, MA Start Date : 9/26/2019 ' Page No : 1 Groups Printed-Lights-Mediums-Articulated Trucks Highland Avenue Dipietro Avenue Swampscott Road Highland Avenue , From East From Southeast From Southwest From West Start Time Thru e.. rWa U-T_I AP.Tft e..� Left U-Tum Am.Td Right e.b Nvaen UTurn AW.T" xe mar ThN UTurn App.TOW Int.T0lel M F 07:00 AM 200 64 1 0 265 0 0 0 0 0 0 56 25 0 81 27 0 193 0 220 566 07:15 AM 218 73 3 0 294 1 3 0 0 4 0 53 31 0 84 32 0 223 0 255 637 ' 07:30 AM 235 86 6 0 327 0 0 0 0 0 0 58 25 0 83 39 0 282 0 321 731 07:45 AM 225 92 2 1 320 0 0 0. 0 0 1 48 26 0 75 34 0 231 0 265 660 Total 878 315 12 1 1206 1 3 0 0 4 1 215 107 0 323 132 0 929 0 1061 2594 08:00 AM 178 '60 3 1 242 0 1 0 0 1 3 51 34 0 88 43 0 258 0 301 632 08:15 AM 162 76 2 1 241 1 1 0 0 2 0 58 28 0 86 31 0 225 0 256 585 08:30 AM 184 88 5 0 277 1 1 0 0 2 1 45 25 0 71 34 0 259 0 293 643 08:45 AM 177 68 2 0 247 2 0 1 0 3 2 46 44 0 92 34 0 242 0 276 618 Total 701 292 12 2 1007 4 3 1 0 8 6 200 131 0 3371 142 0 984 0 1126 _2478 09:00 AM 1 0 0 0 0 01 0 0 0 0 01 0 0 0 0 01 0 0 1 0 11 1 Total 1 0 0 0 0 0 1 0 0 0 0 01 0 0 0 0 01 0 0 1 0 1 1 1 04:00 PM 241 81 1 1 324 1 2 1 0 4 0 51 29 0 80 33 0 219 0 252 660 04:15 PM 271 78 2 0 351 0 0 1 0 1 1 57 42 0 100 51 1 264 0 316 768 04:30 PM 253 102 0 0 355 1 2 0 0 3 0 52 32 0 84 42 3 228 0 273 715 04:45 PM 266 103 4 0 373 0 2 0 0 2 1 60 29 0 90 32 2 211 0 245 710 Total 1031 364 7 1 1403 2 6 2 0 10 2 220 132 0 354 158 6 922 0 1086 2853 05:00 PM 272 90 4 1 367 0 1 1 0 2 0 60 35 0 95 47 0 246 0 293 757 05:15 PM 249 78 1 0 328 0 2 1 0 3 1 55 34 0 90 50 0 179 0 229 650 05:30 PM 267 94 1 0 362 0 1 0 0 1 2 44 29 0 75 58 0 222 0 280 718 05:45 PM 232 83 2 1 318 1 4 3 0 8 0 45 25 0 70 35 1 202 0 238 634 Total to2o 345 8 2 1375 1 8 5 0 14 3 204 123 0 330 190 1 849 0 1040 2759 ' 06:00 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Grand Total 3631 1316 39 6 4992 8 20 8 0 36 12 839 493 0 1344 622 7 3685 0 4314 10666 Apprch% 72.7 26.4 0.8 0.1 22.2 55.6 22.2 0 0.9 62.4 36.7 0 14.4 0.2 85.4 0 Total% 34 12.3 0.4 0.1 46.7 0.1. 0.2 0.1 0 0.3 0.1 7.9 4.6 0 12.6 5.8 0.1 34.5 0 40.4 ' Lights 3529 1282 3606 10375 %Lights 97.2 97.4 100 100 97.3 100 100 100 0 100 100 96.7 93.7 0 95.6 94.1 100 97.9 0 97.3 97.1 Mediums 92 24 0 0 116 0 0 0 0 0 0 24 14 0 38 18 0 69 0 87 241 %Mediums NUWM d T-11 10 10 0 0 20 0 0 0 0 0 0 4 17 0 21 19 0 10 0 29 70 •ArOWtled T-kS 0.3 0.8 0 0 0.4 0 0 0 0 0 0 0.5 3.4 0 1.6 3.1 0 0.3 0 0.7 0.7 r� MDM TRANSPORTATION CONSULTANTS,INC. Planners&Engineers 28 Lord Road, Suite 280 Marlborough, MA ENV: Highland Avenue File Name : 1055_-_Highland_at_Swampscott_09-26-2019 NEB: Swampscott Road Site Code : 1055 Salem, MA Start Date : 9/26/2019 Page No : 2 ' Highland Avenue Dipietro Avenue Swampscott Road Highland Avenue From East From Southeast From Southwest From West Start Time ThN e..a.e ,m W U-Tum I Am.Twr Mmtl e.. .A Left I U-Tum App.Tow Right a°° I w,-I U-Tam App.TOW "ap � Thru U-Turn App.Taral Ira.Total Peak Hour Analysis From 07:00 AM to 11:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 218 73 3 0 294 1 3 0 0 4 0 53 31 0 84 32 0 223 0 255 637 07:30 AM 235 86 6 0 327 0 0 0 0 0 0 58 25 0 83 39 0 282 0 321 731 07:45 AM 225 92 2 1 320 0 0 0 0 0 1 48 26 0 75 34 0 231 0 265 660 08:00 AM 178 60 3 1 242 0 1 0 0 1 3 51 34 0 88 43 0 258 0 301 632 Total volume 856 311 14 2 1183 1 4 0 0 5 4 210 116 0 330 148 0 994 0 1142 2660 %App.Total 72.4 26.3 1.2 0.2 20 80 0 0 1.2 63.6 35.2 0 13 0 87 0 PHF .911 .845 .583 .500 .904 .250 .333 .000 .000 .313 .333 .905 .853 .000 .938 .860 .000 .881 .000 .889 .910 Lights 830 297 14 2 1143 1 4 0 0 5 4 199 108 0 311 132 0 970 0 1102 2561 %Lights 97.0 95.5 100 100 96.6 100 100 0 0 100 100 94.8 93.1 0 94.2 89.2 0 97.6 0 96.5 96.3 Mediums 23 10 0 0 33 0 0 0 0 0 .0 9 4 0 13 10 0 22 0 32 78 %Mediums AM1lwlted Trucks 3 4 0 0 7 0 0 0 0 0 0 2 - 4 0 6 6 0 2 0 8 21 %AnksWdTrutlp 0.4 1.3 0 0 0.6 0 0 0 0 0 0 1.0 3.4 0 1.8 4.1 0 0.2 0 0.7 0.8 Peak Hour Data m e LO u7m nNN m 2 ? 1 ... . o1 m m e—► I —=m m O F N N r I 2(!1 N tJ N C to 41 aJ0 �A jO.. coca a, North r-'o o 1 N N m N w _ [AM eak Hour Begins at 07:15 AM m m w N IC—.2'm FAO V _� C11 -'2 L ights r S 0) .b. < r m ediums Ss m m O0 N n ao _ rticulated Trucks a t'o o A 0.N m OOOOE - - c w w0 j j N O O N v d. 0m a I)d ° \o O To/ OJT MDM TRANSPORTATION CONSULTANTS,INC. Planners&Engineers 28 Lord Road, Suite 280 Marlborough, MA - E/W: Highland Avenue File Name, . 1055__Highland_at_Swampscott_09-26-2019 NEB: Swampscott Road Site Code : 1055 Salem, MA Start Date : 9/26/2019 Page No : 3 Highland Avenue Dipietro Avenue Swampscott Road Highland Avenue , From East From Southeast From Southwest From West Start Time Thru , U•Tum I ppp.ToW Nsa e.m Left U-Tum I ppp.Tuw Right W.T" �a °ei1 Thru U-Tum ppp.T. I T.T.1.1 Peak Hour Analysis From 12:00 PM to 06:00 PM-Peak 1 of 1 a p p Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 271 78 2 0 351 0 0 1 0 1 1 57 42 0 100 51 1 264 0 316 768 04:30 PM 253 102 0 0 355 1 2 0 0 3 0 52 32 0 84 42 3 228 0 273 715 04:45 PM 266 103 4 0 373 0 2 0 0 2 1 60 29 0 90 32 2 211 0 245 710 05:00 PM 272 90 4 1 367 0 1 1 0 2 0 60 35 0 95 47 0 246 0 293 757 Total volume 1062 373 10 1 1446 1 5 2 0 8 2 229 138 0 369 172 6 949 0 1127 2950 %App.Total 73.4 25.8 0.7 0.1 12.5 62.5 25 0 0.5 62.1 37.4 0 15.3 0.5 84.2 0 PHF .976 .905 .625 .250 .969 .250 .625 .500 .000 .667 .500 .954 .821 .000 .923 .843 .500 .899 .000 .892 .960 Lights 1042 %Lights 98.1 99.5 100 100 98.5 100 100 100 0 100 100 96.9 97.8 0 97.3 99.4 100 99.1 0 99.1 98.6 Mediums 19 2 0 0 21 0 0 0 0 0 0 7 1 0 8 1 0 8 0 9 38 %Mediums pRltulalld Trucks 1 0 0 0 1 0 0 0 0 0 0 0 2 0 2 0 0 1 0 1 4 Is psflkd.ed Thum 0.1 0 0 0 0.1 0 0 0 0 0 0 0 1.4 0 0.5 0 0 0.1 0 0.1- 0.1 Peak Hour Data a Fm 01 N v N 000-0 � 1 I -2 0/ A C ' fp V 41 ID moon�t NOrth r0 °:c m N un Peak Hour Begins at 04:15 PM ��m w Q N j C r-O C4.2 .. Lights XA N N is Mediums m m N o s9 ul Articulated TrucksJX 7 7 j'00- NNQ1 V I\A K^\ ' tiQ `LrOO d O o0 �� a 9oa o �o Tod' OJT 1 MDM TRANSPORTATION CONSULTANTS,INC. Planners&Engineers 28 Lord Road, Suite 280 ' Marlborough, MA E/W: Highland Avenue File Name : 1055_-_Highland_at_Traders_Way_09-26-2019 1 SB: Marlborough Road Site Code : 1055 NB: Trader's Way Start Date : 9/26/2019 Salem, MA Page No : 1 1 ' Groups Printed-Lights-Mediums-Articulated Trucks Marlborough Road Highland Avenue Trader's Way Highland Avenue From North From East From South From West Start Time Right Thru Left u.Tum Tax Ri ht ThrU Left U-Tum .Tow Right Thru Left u-Tum .Tam Right I Thru Left llTum I A,.Tax 'tnt.Totel 07:00 AM 126 32 38 0 196 33 129 10 0 172 14 21 10 0 45 21 101 101 1 224 637 ' 07:15 AM 135 21 36 0 192 48 152 17 0 217 7 58 '15 0 80 18 164 115 0 297 786 07:30 AM 170 29 36 0 235 42 157 29 0 228 8 52 16 0 76 40 135 104 0 279 818 07:45 AM 1 145 37 19 0 201 1 28 156 27 0 211 1 15 50 19• 0 841 44 157 120 0 321 817 Total 1 576 119 129 0 8241 151 594 83 0 8281 44 181 60 0 2851 123 557 440_ 1 1121 1 3058 ' 08:00 AM 113 24 28 0 165` 21 114 20 0 155 17 50 30 0 97 44 162 87 0 293 710 08:15 AM 113 23 32 0 168 29 149 27 0 205 10 49 21 0 80 46 125 89 0 260 713 08:30 AM 116 17 37 0 170 28 143 17 0 188 13 45 28 0 86 63 168 88 0 319 763 08:45 AM 102 29 34 0 165 23 159 34 0 216 20 29 30 0 79 51 141 79 0 271 731 ' Total 444 93 131 0 6681 101 565 98 0 764 60 173 109 0 342 204 596 343 0 1143 2917 04:00 PM 94 51 23 0 168 63 184 39 0 286 18 44 47 0 109 59 138 96 0 293 856 ' 04:15 PM 122 42 30 0 194 47 202 48 0 297 14 49 40 0 103 64 150 106 1 321 915 04:30 PM 135 51 17 0 203 37 183 41 0 261 20 52 40 1 113 41 150 108 0 299 876 04:45 PM 133 41 23 0 197 55 202 46 0 303 23 42 38 0 103 63 125 95 0 283 886 Total 484 185 93 0 762 202 771 174 0 1147 75 187 165 1 428 227 563 405 1 1196 3533 ' 05:00 PM 127 44 19 0 190 48 . 211 33 0 292 10 48 33 0 91 63 117 52 0 232 805 05:15 PM 113 41 32 0 186 64 203 39' 0 306 12 43 34 0 89 59 134 88 0 281 862 05:30 PM 132 29 24 0 185 48 187 46 0 281 9 49 42 0 100 43 132 85 0 260 826 05:45 PM 127 56 23 0 206 36 180 36 0 252 11 45 37 0 93 60 122 97 0 279 830 ' Total 499 170 98 0 767 196 781 154 0 1131 42 185 146 0 373 225 505 322 0 1052 3323 Grand Total 2003 567 451 0 3021 650 2711 509 0 3870 221 726 480 1 1428 779 2221 1510 2 4512 12831 ' Apprch% 66.3 18.8 14.9 0 16.8 70.1 13.2 0 15.5 50.8 33.6 0.1 17.3 49.2 33.5 0 Total% 15.6 4.4 3.5 0 23.5 5.1 21.1 4 0 30.2 1.7 5.7 3.7 0 11.1 6.1 17.3 11.8 0 35.2 Lights 1966 2616 2149 1479 12503 %LI hts 98.2 97.4 98.9 0. 98.1 98.2 96.5 96.9 0 96.8 96.4 97.8 97.9 100 97.6 98.6 96.8 97.9 100 97.5 97.4 Mediums 36 14 5 0 55 11 78 16 0 105 6 15 10 0 31 8 56 31 0 95 286 1 %Mediums nmwdatedTn,m. 1 1 0 0 2 1 17 0 0 18 2 1 0 0 3 3 16 0 0 19 42 %MI&MW Ttuaa 0 0.2 0 0 0.1 0.2 0.6 0 0 0.5 0.9 0.1 0 0 0.2 0.4 0.7 0 0 0.4 0.3 DTRANSPORTATIONMM CONSULTANTS,INC. ' Planners&Engineers 28 Lord Road, Suite 280 Marlborough, MA ' E/W: Highland Avenue File Name : 1055_-_Highland_at_Traders_Way_09-26-2019 SB: Marlborough Road Site Code : 1055 NB: Trader's Way Start Date : 9/26/2019 t Salem, MA Page No : 2 Marlborough Road Highland Avenue Trader's Way Highland Avenue From North From East From South From West Start Time I Right I Thru I LeftI u-Tern Aw.Tab Right I Thru I Left I u-Tum I Right I Thru I LeftI u-rum A..Tw Right I Thru I Left I u-Tum A,.Tud Int.Tolal Peak Hour Analysis From 07:00 AM to 11:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 135 21 36 0 192 48 152 17 0 217 7 58 15 0 80 18 164 115 0 297 786 07:30 AM 170 29 36 0 235 42 157 29 0 228 8 52 16 0 76 40 135 104 0 279 818 , 07:45 AM 145 37 19 0 201 28 156 27 0 211 15 50 19 0 84 44 157 120 0 321 817 08:00 AM 113 24 28 0 165 21 114 20 0 155 17 50 30 0 97 44 162 87 0 293 710 Total volume 563 111 119 0 793 139 579 93 0 811 47 210 80 0 337 146 618 426 0 1190 3131 %App.Total 71 14 15 0 17.1 71.4 11.5 0 13.9 62.3 23.7 0 12.3 51.9 35.8 0 t PHF .828 .750 .826 .000 .844 .724 .922 .802 .000 .889 .691 .905 .667 .000 .869 .830 .942 .888 .000 .927 .957 Lights 547 108 117 0 772 134 560 85 0 779 45 201 78 0 324 144 596 415 0 1155 3030 %Lights 97.2 97.3 98.3 0 97.4 96.4 96.7 91.4 0 96.1 95.7 95.7 97.5 0 96.1 98.6 96.4 97.4 0 97.1 96.8 Mediums 15 3 2 0 20 5 14 8 0 27 2 9 2 0 13 2 17 11 0 30 90 %Mediums ' Miculalea Trucks 1 0 0 0 1 0 5 0 0 5 0 . 0 0 0 0 0 5 0 0 5 11 %ANCetm<e TrWks 0.2 0 0 0 0.1 0 0.9 0 0 0.6 0 0 0 0 0 0 0.8 0 0 0.4 0.4 Marlborough Road Out In Total 750 772 1522 25 20 a5 0 1 1 775 793 1566 547 108 117 0 ' 15 3 2 0 1 0 0 0 563 111 119 0 Right Thru Left U-Tum Peak Hour Data ' O�e-N tq.-01D � �� '- N�� 1 F N N a J I O C 71 A QVm/ N N O a) AN�tb North mru�m ro m F-Do o uO13 to t_+ Peak Hour Begins at 07:15 AM 4 m g y >c�eo 0) F c V N o to-• Lights Mediums �x e 0- on "�V co m m N Articulated Trucks w o m 0, O� N 0000E c N �o Z, �a e w m F c NOooV� I F Left Thru Right U-Tum 78 201 45 0 2 9 2 0 0 0 0 0 ' • 1 801 2101 47 0 337 324 i]66113 13 0-337 Out In Total ' TRANSPORTATION CONSULTANTS,INC. MDMPlanners&Engineers 28 Lord Road, Suite 280 ' Marlborough, MA ENV: Highland Avenue File Name : 1055_-_Highland_at_Traders_Way_09-26-2019 SB: Marlborough Road Site Code : 1055 ' NB: Trader's Way Start Date : 9/26/2019 Salem, MA Page No : 3 ' Marlborough Road Highland Avenue Trader's Way Highland Avenue From North From East From South From West Start Time I Right Thru Left u-,.,I .T.W I Right I Thru I Left I u•Tm ,*,T.. Right I ThrU I Left I u•Tum .ran Right I Thru I Left I u•Tum I AM.Tow IM.Toral 1 Peak Hour Analysis From 12:00 PM to 06:00 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 94 51 23 0 168 63 184 39 0 286 18 44 47 0 109 59 138 96 0 293 856 04:15 PM 122 42 30 0 194 47 202 48 0 297 14 49 40 0 103 64 150 106 1 321 915 ' 04:30 PM 135 51 17 0 203 37 183 41 0 261 20 52 40 1 113 41 150 108 0 299 876 04:45 PM 133 41 23 0 197 55 202 46 0 303 23 42 38 0 103 63 125 95 0 283 886 Total volume 484 185 93 0 762 202 771 174 0 1147 75 187 165 1 428 227 563 405 1 1196 3533 %App.Total 63.5 24.3 12.2 0 17.6 67.2 15.2 0 17.5 43.7 38.6 0.2 19 47.1 33.9 0.1 PHF .896 .907 .775 .000 .938 .802 .954 .906 .000 .946 .815 .899 .878 .250 .947 .887 .938 .938 .250 .931 .965 ' Lights 481 182 93 0 756 200 754 174 0 1128 71 185 162 1 419 226 547 395 1 1169 3472 %Lights 99.4 98.4 100 0 99.2 99.0 97.8 100 0 98.3 94.7 98.9 98.2 100 97.9 99.6 97.2 97.5 100 97.7 98.3 Mediums 3 3 0 0 6 2 15 0 0 17 3 2 3 0 8 0 15 10 0 25 56 %Mediums ' naicaare T.,k, 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 1 1 0 0 2 5 SAm.tftd ua 0 0 0 0 0 0 0.3 0 0 0.2 1.3 0 0 0 0.2 0.4 0.2 0 0 0.2 0.1 Marlborough Road Out In Total ' 756 F115956- 481 6 0 F7914 762 ' 182 93 0 3 3 0 0 0 0 0 0 484 185 93 0 Right Thru Lei ft U-Turn Peak Hour Data N J�ooa T � J . N Q m � o ws *�-(p N I 7 O O V j Q NONO m North ,o Q+ N t-► Peak Hour Begins at 04:00 PM 1 d CNN T F- C No-N i Lights r �N:rm,c N N Mediums -4 v m N o Articulated Trucks A O O A c O � O F7 C V W O m j j 0000 ODAOtO- 1 T r ' Left Thru Ri ht U-Turn 162 185 71 1 3 2 3 0 0 0 1 0 ' 1 1651 1871 75 1 582 419 1001 3 8 11 1 1 2 ' out 428 1 Total Out In Total MDM TRANSPORTATION CONSULTANTS,INC. Planners&Engineers 28 Lord Road, Suite 280 Marlborough, MA , N/S: Swampscott Road File Name . 1055_-_Swampscott_at_Flrst_09-26-2019 WB: First Street Site Code : 1055 Salem, MA Start Date : 9/26/2019 , Page No : 1 Groups Printed-Lights-Mediums-Articulated Trucks Swampscott Road 1st Street Swampscott Road Plaza Driveway From North From East From South From West ' Start Time Right Thru Left I Peds I ran Right I Thru I Left I Peds a .ran Right I Thru I Left I Peds a .rar Right I Thru.I Left I Peds I ran IM.� 07:00 AM . 6 86 4 0 96 8 1 33 0 42 73 78 5 0 156 3 2 2 0 7 301 07:15 AM 5 105 5 0 115 9 1 43 0 53 83 66 3 0 152 3 2 6 0 11 331 07:30 AM 6 114 14 0 134 11 2 64 0 77 85 72 6 0 163 1 3 1 0 5 379 , 07:45 AM 7 109 14 0 130 4 1 48 0 53 83 60 9 0 152 5 0 4 0 9 344 Total 24 414 37 0 475 32 5 188 0 225 324 276 23 0 623 12 7 13 0 32 1355 08:00 AM 9 90 17 0 116 8 3 43 0 54 111 78 5 0 194 1 6 1 0 8 372 t 08:15 AM 5 97 7 0 109 7 0 47 0 54 98 72 3 0 173 5 1 3 0 9 345 08:30 AM 5 110 11 0 126 11 0 45 0 56 88 57 4 0 149 2 5 2 0 9 340 08:45 AM 6 92 8 0 106 9 1 56 0 66 82 75 8 0 165 3 3 2 0 8 345 Total 25 389 43 0 457 35 4 191 0 230 379 282 20 0 681 11 15 8 0 34 1402 r 04:00 PM 6 107 11 0 124 9 0 100 0 109 123 73 1 0 197 4 2 3 0 9 439 04:15 PM 1 139 26 0 166 12 1 78 0 91 118 83 3 0 204 5 4 3 0 12 473 04:30 PM 3 120 23 0 146 11 2 94 0 107 134 64 1 0 199 2 6 2 0 10 462 , 04:45 PM 3 123 14 0 140 8 2 78 0 88 132 78 3 0 213 7 1 2 0 10 451 Total 13 489 74 0 576 40 5 350 0 395 507 298 8 0 8131 18 13 10 0 41 1825 05:00 PM 3 122 14 0 139 8 0 77 0 85 144 82 5 0 231 2 3 2 0 7 462 ' 05:15 PM 5 116 23 0 144 8 3 98 0 109 122 70 6 0 198 2 2 2 0 6 457 05:30 PM 6 111 27 0 144 18 1 92 0 111 122 61 3 0 186 3 0 0 0 3 444 05745 PM 6 113 7 0 126 5 1 70 0 76 87 54 1 0 142 3 1 1 0 5 349 Total 20 462 71 0 553 39 5 337 0 381 475 267 15 0 7571 10 6 5 0 21 1712 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 , Grand Total 82 1754 225 0 2061 146 19 1066 0 1231 1685 1123 66 0 2874 51 42 36 0 129 6295 Apprch% 4 85.1 10.9 0 11.9 1.5 86.6 0 58.6 39.1 2.3 0 ` 39.5 32.6 27.9 0 Total% 1.3 27.9 3.6 0 32.7 2.3 0.3 16.9 0 19.6 26.8 17.8 1 0 45.7 0.8 0.7 0.6 0 2 Lights 82 1679 1049 1645 1070 %Lights 100 95.7 96.4 0 96 100 100 98.4 0 98.6 97.6 95.3 95.5 0 96.7 98 97.6 94.4 0 96.9 96.8 Mediums 0 38 8 0 46 0 0 16 0 16 40 29 2 0 71 0 1 0 0 1 134 %Mediums M..Iatea Trucks 1 0 37 0 0 37 0 0 1 0 1 1 0 24 1 0 25 1 0 2 0 3 66 ' %ANCNa1N Trucks 0 2.1 0 0 1.8 0 0 0.1 0 0.1 0 2.1 1.5 0 0.9 2 0 5.6 0 2.3 1 II MDM TRANSPORTATION CONSULTANTS,INC. ' Planners&Engineers 28 Lord Road, Suite 280 Marlborough, MA ' N/S: Swampscott Road File Name : 1055_-_Swampscott_at_First_09-26-2019 WB: First Street Site Code : 1055 Salem, MA Start Date : 9/26/2019 Page No : 2 ' Swampscott Road 1st Street Swampscott Road Plaza Driveway p p Y From North From East From South From West ' Start Time I Right I Thru I Leff I Peds A .Tem Right I Thru I Left I Peds I A,row I Right Thru I Left I Peds I App,Tay Right Thru I Left I Peds I A..T.W InLTotai Peak Hour Analysis From 07:00 AM to 08:00 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 5 105 5 0 115 9 1 43 0 53 83 66 3 0 152 3 2 6 0 11 331 07:30 AM 6 114 14 0 134 11 2 64 0 77 85 72 6 0 163 1 3 1 0 5 379 07:45 AM 7 109 14 0 130 4 1 48 0 53 83 60 9 0 152 5 0 4 0 9 344 08:00 AM 9 90 17. 0 116 8 3 43 0 54 111 78 5 0 194 1 6 1 0 8 372 Total volurne 27 418 50 0 495 32 7 198 0 237 362 276 23 0 661 10 111. 12 0 33 1426 .Total 5.5 84.4 10.1 0 13.5 3 83.5 0 54.8 41.8 3.5 0 30.3 33.3 36.4 - 0 ' PHF .750 .917 .735 .000 .924 .727 .583 .773 .000 .769 .815 .885 .639 .000 .852 .500 .458 .500 .000 .750 .941 Lights 27 386 44 0 457 32 7 191 0 230 345 260 23 0 628 9 11 11 0 31 1346 %Lights 100 92.3 88.0 0 92.3 100 100 96.5 0 97.0 95.3 94.2 100 0 95.0 90.0 100 91.7 0 93.9 94.4 Mediums 0 18 6 0 24 0 0 6 0 6 17 10 0 0 27 0 0 0 0 0 57 %Mediums 12.0 0 4.8 0 0 3.0 0 2.5 4.7 3.6 0 0 4.1 0 0 0 0 0 4.0 Articulated Trucks t1 AAieu4led Trvtlu 0 3.3 0 0 2.8 0 0 0.5 0 0.4 0 2.2 0 0 0.9 10.0 0 8.3 0 6.1 1.6 Swampscott Road Out In Total ' 13'20 1118' 0 34 21 15 ' 27 386 44 0 0 18 6 0 D 14 0 0 27 418 50 0 Right Thru Left Peds Peak Hour Data �m o m � o T NOON North raomo d F--O-C'TMjr-/ EApted Begins at 07:15 � w' N r� 10 noon Trucks �� 0000� a+ rno ' Q. yoo'oo 'i T F+ ' Left Thru Right Peds 23 260 345 0 0 10 17 0 0 6 0 0 231 276 3621 0 5861661 121424 5116 22 626 1287 Out In Total TRANSPORTATION CONSULTANTS,INC.MDM , Planners&Engineers 28 Lord Road, Suite 280 Marlborough, MA N/S: Swampscott Road File Name : 1055_-_Swampscott_at_First_09-26-2019 ' WB: First Street Site Code : 1055 Salem, MA Start Date : 9/26/2019 , Page No : 3 Swampscott Road 1 st Street Swampscott Road Plaza Driveway ' From North From East From South From West Start Right Thru Left Peds Time g nao.raa Right ThN Left Peds non.ran Right Thru Left Peds app.re< Right Thu Left Peds aw.rsW Int.7olel Peak Hour Analysis From 12:00 PM to 06:00 PM-Peak 1 of 1 ' Peak Hour for Entire Intersection Begins at-04:15 PM 04:15 PM 1 139 26 0 166 12 1 78 0 91 118 83 3 0 204 5 4 3 0 12 473 04:30 PM 3 120 23 0 146 11 2 94 0 107 134 64 1 0 199 2 6 2 0 10 462 04:45 PM 3 123 14 0 140 8 2 78 0 88 132 78 3 0 213 7 1 2 0 10 451 ' 05:00 PM 3 122 14 0 139 8 0 77 0 85 144 82 5 0 231 2 3 2 0 7 462 Total volume 10 504 77 0 591 39 5 327 0 371 528 307 12 0 847 16 14 9 0 39 1848 %App.Total 1.7 85.3 13 0 10.5 1.3 88.1 0 62.3 36.2 1.4 0 41 35.9 23.1 0 PHF .833 .906 .740 .000 .890 .813 .625 .870 .000 .867 .917 .925 .600 .000 .917 .571 .583 .750 ..000 .813 .977 Lights 10 499 76 0 585 39 5 326 0 370 521 298 12 0 831 16 13 9 0 38 1824 %Lights 100 99.0 98.7 0 99.0 100 100 99.7 0 99.7 98.7 97.1 100 0 98.1 100 92.9 100 0 97.4 98.7 Mediums 0 3 1 0 4 0 0 1 0 1 7 7 0 0 14 0 1 0 0 1 20 %Mediums "Culated TNtks 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4 %AftMWTrN 0 0.4 0 0, 0.3 0 0 0 0 0 0 0.7 0 0 . 0.2 0 0 0 0 0 0.2 ., Swampscott Road Out In Total 585 931 , 4 11 2 F35125 591 946 10 499 76 0 , 0 3 1 0 0 2 0 0 101 5041 77 D Right Thru L� Peds r f-'l 1 I Peak Hour Data tn—otn rn0 to oom,,,� ' ** A L +tcc ,-o a North o " d o t---/ Peak Hour Begins at 04:15 PM 4—? c c tnoon _ 0 0 o m« Lights �' ' N Mediums r�w w o o W a=N o o N Articulated Trucks o 0� 00009 to moo a m m fii d y0000 0000— 4, T r Left Thru Ri ht Peds ' 12 298 521 0 0 7 7 0 0 2 0 0 12 307 528 0 841 831 1672 4 14 18 2 2 4 Total 847 847 1 al Out In 1 1 1 ' o Seasonal Da4/ Yearly Growth 1 1 1 r STATION 550-PEABODY-RTEA-NORTH OF LOWELL ST. YR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR 05 42,000 41,328 41,928 46,353 47,000 45,000 43,207 43,133 44,632 44,742 43,480 43,557 43,863 -3% -1% 5% -3% -7% 2% -1% 2% -1% -2% -2% 1% -1% 06 40,910 40,968 43.840 44.805 43.655 45,703 42.838 44,074 44,277 44,022 42,524 43,890 43.459 -5% -1% -3% -4% 8% 3% 3% 1% -1% 1% 1% -5% 0% 07 38,886 40,669 42,661 43,204 46,954 47,202 44,243 44,521 43,975 44,388 42,915 41.485 43,425 4% 0% -1% 3% -3% -3% -1% . -2% 0% 1% -1% 0% 0% 08 40,432 40,617 42,102 44,626 45,673 45,559 43,651 43,782 43,893 44,663 42.446 41,581 43,252 -1% 2% 0% -1% -1% -1% 0% -2% 0% -1% -2% 0% -1% 09 40,000 41,446 41,996 44,100 45,374 44,907 43,496 42,968 44.065 44,345 41,766 41.591 43,005 7% 1% 7% 7% 6% 8% 5% 7% 1% 5% 8% 6% 6% 13 42,837 41.755 44.812 47,099 48,320 48,280 45,635 46,042 44,393 46,686 45,298 44,287 45,454 -10% 0% 0% -1% -1% 0% -1% 0% 5% -1% -2% 15% 0% 14 38,499 41,749 44.885 46,624 47,921 48,052 45,083 46,081 46,489 46,271 44,235 50,872 45,563 10% 3% 1% -1% 0% 0% 0% -1% -6% -1% 3% -13% -1% 16 42,292 43,000 45,179 46,324 47,911 48,275 45,230 45,687 43,917 45,773 45,698 44,277 45.297 -1% -5% -2% -1% -2% -1% -2% -2% 2% -1% -1% -5% -2% 17 42.052 41,023 44,486 45,704 47.134 47,745 44,531 44.926 44.943 45,276 45,242 42,238 44,608 Seasonal Adjustment Factor 1.08 1.07 1.02 0.98 0.96 0.96 1.01 1.00 1.00 0.99 1.02 1.02 (to average month) Growth -0.3% Average Yearly Growth Calculated -0.3% Yearly Growth Factor Used 0.5% ITALICS=ESTIMATED DATA MADT Page 1 of 1 1 1 1 1 ' o Gash Data . 1 1 1 jh�OT. ' A, 9 Highway INTERSECTION CRASH RATE WORKSHEET CITY/TOWN : Salem, MA COUNT DATE : Sep-19 ' DISTRICT: 4 UNSIGNALIZED: SIGNALIZED : INTERSECTION DATA ............................ ....................... ...................................................................................................................... MAJOR STREET: Hig hland.... . (Route Route 107 ' MINOR STREET(S) : Olde Village Road ' Olde Village Road INTERSECTION North (2) ' DIAGRAM (Label Approaches) Highland Avenue Highland Avenue (3) (4) y i PEAK HOUR VOLUMES ' APPROACH : 1 2 3 4 5 Total Peak Hourly DIRECTION : NB SB EB WB Approach ' Volume PEAK HOURLY VOLUMES(PM) : 0 109 1,019 1,153 2,281 INTERSECTION ADT(V)=TOTAL DAILY K" FACTOR : 0.070 APPROACH VOLUME: 32,586 AVERAGE#OF ' TOTAL#OF CRASHES : 15 #OF 5 CRASHES PER YEAR( 3 00 YEARS: A) : ......................................................................................................................................................................................................................................................... CRASH RATE CALCULATION : 25 RATE _ (A•1,000,000) ( V "365) Comments : MassDOT District 4 Avg: Signalized =0.73; Unsignalized=0.56 ' Project Title&Date: 1055-Salem M033VOT x i Highway ' INTERSECTION CRASH RATE WORKSHEET CITY/TOWN : Salem, MA COUNT DATE : Sep-19 DISTRICT: 4 UNSIGNALIZED : SIGNALIZED : x ' INTERSECTION DATA — ' ......................................................................................................................................................................................................................................................... MAJOR STREET: Highland Avenue(Route 107) MINOR STREETS) : Ravenna Avenue ,Barnes Road I Ravenna Avenue INTERSECTION North (2) DIAGRAM (Label Approaches) Highland Avenue Highland Avenue (3) (4) ' Barnes Road (1) T_ PEAK HOUR VOLUMES APPROACH : 1 2 3 4 5 Total Peak Hourly DIRECTION : NB SB EB W13 Approach Volume PEAK HOURLY 16 35 1,089 1,206 2,346r VOLUMES(PM) : INTERSECTION ADT(V)=TOTAL DAILY " K" FACTOR : 0.070 33,514 APPROACH VOLUME: #O F AVERAGE#OF TOTAL#OF CRASHES : 18 5 CRASHES PER YEAR( 3 60 YEARS : ' A) : CRASH RATE CALCULATION : 0 29 RATE = (A"1.000,000) ( V "365) ' Comments: MassDOT District 4 Avg: Signalized =0.73; Unsignalized =0.56 Project Title& Date: 1055-Salem ' II ' ' MOY//Iy IFLtffROhftJCtff fdfN'RIIk f� Y .9 Highway INTERSECTION CRASH RATE WORKSHEET CITY/TOWN : Salem, MA COUNT DATE : Sep-19 ' DISTRICT: 4 UNSIGNALIZED : Q SIGNALIZED : �X INTERSECTION DATA .............................................................................................................................................. MAJOR STREET: Highland Avenue(Route 107) ' MINOR STREET(S) : Swampscott Road Dipietro Avenue INTERSECTION North DIAGRAM (Label Approaches) Highland Avenue Highland Avenue (3) (4) Swampscott. Dipietro _. I' ' Road Avenue PEAK HOUR VOLUMES a APPROACH : 1 2 3 4 5 Total Peak Hourly DIRECTION : NB SB EB WB Approach ' Volume PEAK HOURLY 369 0 11127 1,446 VOLUMES(PM) : K FACTOR : INTERSECTION ADT(V)=TOTAL DAILY " " 0.070F.77777779 42,029;' i APPROACH VOLUME AVERAGE#OF TOTAL#OF CRASHES : 31 #OF 5 CRASHES PER YEAR( 6 20 ' YEARS : A) : ......................................................................................................................................................................................................................................................... CRASH RATE CALCULATION : 0 40 RATE _ (A'1,000,000) ' ( V '365) Comments: MassDOT District 4 Avg: Signalized= 0.73; Unsignalized=0.56 Project Title& Date: 1055-Salem 1 ffiJKYDOT 1 W Highway INTERSECTION CRASH RATE WORKSHEET CITY/TOWN : Salem, MA COUNT DATE : Sep-19 DISTRICT: 4 UNSIGNALIZED: SIGNALIZED: 1 INTERSECTION DATA ......................................................................................................................................................................................................................................................... MAJOR STREET: Highland Avenue(Route 107) MINOR STREET(S) Traders Way 1 Marlborough Road 1 Marlborough Road 1 INTERSECTION North 2 ( ) I l� DIAGRAM (Label Approaches) Highland Avenue Highland Avenue (3) (4) 1 Traders Way (1) 1 PEAK HOUR VOLUMES 1 APPROACH : 1 2 3 4 5 Total PeakHourly DIRECTION : NB SIB EB WB Approach Volume PEAK HOURLY 1 VOLUMES(PM) : 427 762 1,196 1,147 INTERSECTION ADT(V)=TOTAL DAILY " K" FACTOR : 0.070 APPROACH VOLUME : 50,457 #OF AVERAGE#OF TOTAL#OF CRASHES : 60 5 CRASHES PER YEAR( 12 00< YEARS : A 1 O 65 _ (A•1,000,000 CRASH RATE CALCULATION : RATE ) ( V 365) 1 Comments: MassDOT District 4 Avg: Signalized =0.73; Unsignalized=0.56 Project Title& Date: 1055-Salem 1 j fiA TY"D 0 T :Lw IE Highway INTERSECTION CRASH RATE WORKSHEET CITY/TOWN : Salem, MA COUNT DATE : Sep-19 ' DISTRICT: 4 UNSIGNALIZED : �X SIGNALIZED : Q i .................... ................................- INTERSECTION DATA MAJOR STREET S wa.........m... .pscott Road MINOR STREETS) : 1st Street 1 Swampscott Road I INTERSECTION North (2) DIAGRAM (Label Approaches) 1st Street (4) Swampscott Road (1) PEAK HOUR VOLUMES APPROACH : 1 2 3 4 5 Total PeakHourly DIRECTION : NB SB EB WB Approach Volume. PEAK HOURLY 835 581 0 366 1,782 VOLUMES(PM) : " K" FACTOR : 0.070 INTERSECTION ADT(V)=TOTAL DAILY 25,457 APPROACH VOLUME: AVERAGE#OF TOTAL#OF CRASHES : 19 #OF 5 CRASHES PER YEAR( 3 80 YEARS : ........................................................................................................................................................................................................................................._.............. r777777 71 CRASH RATE CALCULATION : 0 41 RATE _ (A•1,000,000) ' ( V 365) Comments: MassDOT District 4 Avg: Signalized =0.73; Unsignalized=0.56 ' Project Title&Date: 1055-Salem i»asSOOT MassDOT Crash Report for SALEM(Highland Avenue at Barnes Road/Ravenna Avenue) Ns , .•(:;: n"� w MMW fi,'. •.� -+�Y ) %€K:!". -c>Vnx7a AM a af W n r. F °�I 2014 Y V1:(CaShYn aan naa vWcb filMA)I V1NPalwga call Y3:RgM - Vl:TrmlhgltrBpMPllaaal V]:(CatNbn wall mqa NueYNYR IgIBwLplakuP. DaY•ttMaa XIGMLANDAVIMVENNA 37,32.1 SAL ] &.25AM Nffljd.LWw 3 1 0 W.Traaaha atrabMW VI.8 IV3:W M MlN5o1 wbaar AV U VI:(Cemlkn W0lnaa 1 - Pmprtyagata rMkb NhaRcl/ VI:NtMhwYNall,mfiPan, wtl'Plarla V1:TumftbYlV3:TaaIWq q:(Cmbkn aUmgq yabm.lpal WlND)1 HIGHLANDAVIU,1071 E. ]B0]]9 1SALEM .9 2 0 OA:aa 1pakM aAaM � V3/ :a agabfihARel V]: eaA DANpIN RAVENNA AV/ NEB RD D]IY-%mw NIGHLANDAV N10181 N SALEM Ponleqp valary sB avp VaIh:(kC4o1Wf btrnY 5ae1)t1I mqa VllW RARafi RAVENNA AV VI:SbMrq allappaf hrme KICaNLbn vMlll�e/ YIRPuIagPl sal 397510T SALEM la D eanNrW / na WIMIaYaN VI--B/ Wa ahkb hel5e V]:Pue a oM ekes IGHLANDAVENUE Vt:(COIWYn rXhnaa rMkY f aRk)I Vl:abaft a lleppdflrMAa K(Celllabn w3A naa YI:(Palagq u0l HIGHLAND AVENUE RIA a0051]15ALeM ]DDela 3qt PN M»MM 3 1 ORPa+IM IV3:T/Ma 1 ahW VI:9/K8 aMabf trMc V3:Pnl Cbal4ar /OTB/RAVENNAAVENUE - 2015 VI:(Ctlfbn WVI naa MMPfhdte)/ Vf:(Palrpa ea)IKRpM Vf:Tumtq HPMI Vl: KIOWha .)naa faYNn.mfiWan,pkloq. HIGHLANDAve alA lWx �OM3688A1EM 1-FaP15 ]]O PM NmBW ] 3 0 M T .— YI:W IVf:x WMcb InVMc OMTJaar IBARNES RD 2016 eqy VNm Vl:Bb4gw apM vWVa]cISl;:d(((keCeCYMaal RMfffa bbitrtreaNntln NaaSMccnl)V)mh//r smnaaqwwa VVI1:((PPaaaq HHIIGD HHLUANNDD AAVVEIMBUMEN/ lB 1I59980 SALEM ]J B 130PM N4 3 O Rws I T VI:NRal N mnl a PD PapOy Oa Mawtpam VTMGqWN/ 40148ALEM IB WM 3 0 V:N 1w, W: n vV - 8p V I:(l:ellhbn aM moles IahkM fi vcOkl/ N:(CaMbn ahn moles VI:TrrvaDlplWpMaaaa/ -(k h]Ilkl/ YI:OpM WeYLEY), va, lv3:a 4gwaaq 1pbaBe V]:(CmlaYaa InvAw wlp—aa1 W0D)I I V]:I :swAkOpaf VI:Nq flaaMlV3:Nq vl:(b tl— w:(Palaga Z?I IMIel W:9leMrgaaleppd RapvlaN/V]:Nq RApalaBl Va:(GaleYa aMmgw V]:(PnlagM eAD/ 237 BAlEM 3BNWta ]B PNN 8 ORar�rd VA:Nq RawW ahkbfuallkl VA: a CMa/CNa f GlatAVENUE VI:(Calplena,rnga vM( fitr]Rc)I flb AVENUE HIGHLAND YI:TmMBp lapN aMMI VI:Nq RagrIW IV3:Nq V3:(GathYq aBAmgw VI:DA'AwaPgal/ AVENUEIAAVENMA - f3 3 3 SALEM 1TJumiO 1t:IT PN Nanitltl 0 Naa VI:T W laalaN Mkb 1 VI:lPaama M DatoM CMaCNa AVENUE Vt:(CaRrYn aallnaw pk pM ha.w)t YOan. MJab f haRc)I Pk K coal W—f ho. VI:SbAEgatlappedfihMe K(CeDlM wth mda Lraljrcn,MNWn.PNYVP, I Vt:6bWgaalap.wp W(Cdh.S —k—.. V]:ppM hNmc lV7:iaaRlq ehaltM VI:B IY3:9/V];Nq V]:D:gpbnwan males Wc/0•an,rr5dra,Pkfip. a139Te1saw 134NF1B I-PM NaMtld ] 3 ORar� annB RAeMW rahkN dams rood Dry CNv HIGHLANDAVlNUe VI:IGtiabe rM moles ahkla f hNk)/ VI:61.ftq..Pwh I V3:(Callhbn aM naa V1:Bbnbg ,rftm.Wpw halDe w:(c o htlfi)/ VI:(Pna —)I ARNWIDAVENYEI I h:elawint aabppaafi N:lCatilM rAN nVa V]:(P.—ca)l WE.Ea ROAD/RAVENNA c339990 BAIEM w B 13 PM Vtlun ] ] 0 Raa hABb VI:W I Mkk In heNcl :Pa Da 4M CNa A NYE ' PmpNT WNMp VI:ICgYrbnwllh cycml HIOHLANO AVENUE I eraY plan QkLTb.hk]eb,aalal<b, BARNE9 ROAD/MVEMNA fl51D90 SALEM .9ac1B t:]0 AM Y+iunm 1 0 O V'T Wa CIgNWRNn A NY VI:ICaIYaYa a1N naa - VI VI: aRM/1:Nq w ICfetrMe)/ YI; IV aW5]BAIEN 0Nata 3 1 OR-- (Pal agq aGl NGNUDAVENUEI RAVENNAAVENUE 2017 V1:(Cvltahn alBl males . PaptlT a.mpa ahk4f hl5e)/ V1:o'alaga aol V3:(Lwm HIGNLAII)AVENUEI ani/(nena VI:Nnhq WI I K TmwgkV V34Cg61nlrYh mqa b-K—.M .Pkhq. OaM1-tpMaN BARHE8 ROAD I RAVENNA U 38 EM W l0:.AB hMMI 3 D 0 An —2 VI:E I W-N — m h l mn W R—R. AVENUE VI:(Cetbbn allh mqa aNCMphtlh)/ V1:R%cablan aBllmga V3:( - fiIMlx)l - VI:BYahga M:gptlf btl5e V]:(Catbbn MAruga ' /Vl:hrbq—ptM MnMI Mkbf Wme)I VI:(Palagarea)I V]:Bbargwela p phmle VI;Nq RepAaa ftp. W:(Ce h'a"rllgar K.(Paaaga eADl Wopaq aamt. IW:Bbhgwebapdfi Res-RV]:Naw.NO0l ahkbfihame)I V]:(Palagar aNl aralDaa 9Maapc,can bamcl VS:Taa0ry 10AlIPE Vc:Nq Raprbaf VY NOt--- XYa+All lllaar VI:(PaaagaihlVY(dnar XNWLANO AVENUE A 3103 ULFM ]-0 41 21E PM fi 5 D 0 ak AhaN RawlcO 1 c.a.hrtn M TJaNCIm M NNAA NUF_ HIGIANDAVENYEI Dan 9Mnwma.aPDaEa VI:Tr ""tWodl VI:(Palapr aa)I BARN ES ROAOI RAVENNA A5 llEALEM 31dnIT tO,aB AMI 3 0 OBYNeOen V3:T AIaeB W:81KN K CMWpaa AVENUE 2016 PwraaTv aPraN na+raap Vta Htlf ah:Y NaalNu)1 ll saa1w V N hvYl:(GW mbaral, pYaoyr,yeel Mm3/)11 HIGNLANDAVENYE/ NpMalt M Baral�as P_l . massDOT. �MassDOT Crash Report for SALEM(Highland Avenue at Olde Village Drive) r :.3 � :Total .o III, W-1,,� ,Y ., , =r .,�t I�x .r, .e I' .,,r; k. ,.,i- T. Numb �7e'eta F(ei? ;"go, dSVlt3eo' - K ..-I,�•k.., <.s. :g..,..s?.'i ,. -3�ti", .` {s.`'••k ?'« .. ^>r..:. '.P-'41�ii. Cre l�Num ;1`�q CtryrrgvilLNaRIp.T„�'o,'"E ry ale?CrashlTlhL S CLaah,St t;�^v!I (dee:.lik InJulCde a n urleer Mennarolon 4 S 9`, dn�.- t:�o;GrBs �d.:ieVehill un�l Moat�rrh'i('.ELep it a:EGlf'wgie}wru :5 II, T! �1�Vaalner Ceelditl�'rl At,_.Awaxin_�`4 2014 V1:(C-111sion with motor vahide In(refs)/ V1:(Llght I ek(van,mini-van, V1l Travelling Nelght ahead I V2(Ccllldon with motor pickup,apart u1118y))I HIGHLAND AVE I OLDE 3722827 SALEM 9Jan-Jan 4.35 PM Nen4alal In' 2 2 0 Rear<nd V2:Treve9ln alml ht ahead VI:S IV,.. V2:S vehicle in IrafM V2:Passen er cart Dry De i hl Clear/Clear VILLAGE DR V1:(Ca111,1on with motor vehicle In Irafc)I OLD VILLAGE DRIVE I VI:6lowlnp or slopped in tremc V2(Collislon with motor V1:(Passenger car)/ HIGHLAND AVENUE Rae 107 3803590 SALEM 6- r-14 12:05 PM Nw4alai In 2 2 0 Reer-end I V2:Travellingstral ht ahead V7:S I V2:S vehicle in traffic) V2:Passen er coil Dry Da I ht Clear S V1:(Colllskm with motor vehicle In tragic)I V7:(Passenger car)I V2:(Ught V2(Collhlon with motor truck(van,mini-van,pickup, Vt:Traeelling I re lgM ahead/ vehicle In tagc)/ sport u011ty))I V3:(Ught V2 Tnevelling slrelpM enead/ V3:(Collhlon with motor Wdk(van,minl•van,pickup, HIGHLAND AV Rio 107 N/ 3883572 SALEM 7Jul•14 5:19 PM Nondalal in 3 1 0 Rear-end V3:Tmvellln stral M ahead V7:N I V2:N I V3:N vehicle In tragc aeon NIIII 1 D Da i hl CleadClear OLDE VILLAGE DR vl:(Coll stop with.:to Propertydamege V1:Slowing or a topped In traffics -hid.in lromc)1 HIGHLAND AVENUE Rio only(non. /V2 Slowing or a topped In V2(Collidon with motor Vt:(Paasenger car)I V2(Single- 107N/OLDEVILAGE 3944136 SALEM tl1-Au-14 10:47 AM Injured) j 0 0 Rear-end Itudic V1:N/V2:N Ivehid.in Irafe) unit truck(2-ride,6-tires)) Dry Daylight Clear/Clear DRIVE 2016 V"Collision with motor veMcla In I. / V2:(Ca111,1an with motor VI:Travelling atrelght ahead I vehicle In tragic)I V1:(Ugnt tmWvan,mInI v n, V2:Slowing or stopped In traffic V3:(Colllslon with motor pickup,spat utilityp I V2:(Ught /V3:Slowing or slopped In vahide In tragic)/ Irock(van,minl-van,pickup, trefc l V4:Slowing er slopped V4:(W:islon with motor sport uglily))I V3:(Passenger 4118646 SALEM 1"e-15 1:28 PM Nan-fatal Injury 4 1 0 Rear-eM In hag, V1:6 I V2:S I V3:S/V4:S vehicle In traffic) ear)/V4:(Passengar ear) Wet Daylight Clear/Raln HIGHLAND AVE File 101 S 2016 V1:(Collislon with motor vehlcle In traffic)I V1;LLight Im4l van,mini-van, V1:Blowing or slopped in tramc V1:Nol Reported l V2:Not V2:(Collhlonwilh motor pickup,sport utility))I Dark-IlgIdd HIGHLAND AVENUE I OLDE, 4228787 SALEM 24JuF78 10:24 PM NOMelal Injury 2 1 0 Rear-end /VT.Trwe9ln Nal ht enead Re o,,ad vehlcle In Irafcl V21loo.sen er car) 0 roadwa Cicada., VILLAGE DRIVE - Vt:(Collislon with motor vehicle in!raft)/ Vi:(Light tmek(van,minl-van, Sideswipe,Same V1:Turning leg I V2:Travelling V2:(Callislon with motor pickup,sport utility))I HIGHLAND AVENUE I OLDE 4250100 SALEM 12-5 16 5:05 PM No f tal In fury 2 1 0 direction atrailit ahead VI:E I V2:S vehicle in tag. V2 Passen er®r Dry De I ht Clear/Clear VILLAGE DRIVE V1:(COlIl.km with motor VI:( Mtmck(van,mnl-van. Property damage vehicle in!raft)I pickup,sport utility))/V2:(Ught only(none Vl Slowing or stopped In!rate V1:Nol Reported/V2:Not V2:(Collislon with motor Wdk(van,mini-van,pickup, Oark-Ilghted HIGHLAND AVENUE I OLDE- 4298307 SALEM 20-NW-18 10.23 PM injured) 3 0 0 Rear-end /V2:Travelling straight enead RepoM1eO vehicle in tame) apart utility)) Wet roadway Cloudy/Snow VILLAGE DRIVE 2017 - V1:(Collislon with motor Property damage vehicle in Lrefc)/ V1:(Light truck(van,mini-van. only In V1:Travelling stralgM enead/ V2:(Coliislon with molar pickup,aped utility))I HIGHLAND AVENUE I OLDE 4331010 SALEM SJan•17 9,17 AM inured) 2 0 0 Angle - V2:Turnin lag VI:S/V2 N vehlde In Valgel V2 Passen er cot Cry De II ht Clmnly/Cla.dy VILLAGE DRIVE Vl:(Cotlision with motor Property damage vehicle In tmfc)I only(none VI:Travelling straight ahead Vl:Not Reported I V2 Not V2:(Cullistw with motor V7:(Passenger car)/ 4373996 SALEM S-Ma-17 2.27 PM Inured) 2 0 0 Angle V2:T.mf.g leg Reported vehicle in lraffrc V2fpessenoer—1 Wd Da II ht. ReintRain HIGHLAND AVENUE Property damage only(none HIGHLAND AVENUE/OLDE 4374926SALEM 19-Ma•17 1:42 PMlnjured) / 0 OSinglevehlcleerash Vl:Travelling straight ahead VI:Not Reported Vl:(Cdlisiw with guardraip V1:(P%S3W9fc ) Dry Daylight Clear/Clear VILLAGE DRIVE 2018 Vl:(Collislan with motor Propedy demega vehicle in tmfrc)/ - only(none VI:Slowing or slopped In tragic Vl:Not Reported I V2:Not V2:(Callislon with motor V7:(Pasaerrgar cer)/ OLDE VILLAGE DRIVE/ 4569755 SALEM 20Jun-16 8:21 AN1 inured 2 0 - 0 An le /V2:Travelling straight ahead Reported vehicle In traffic V2:Passen er cart Dry Dayllam Clew/Clear HIGHLANDAVENUE V11Coliislnn with motor Property damage vehlde In talc)I 'only Inoue Vi:Travelling straight ahead l VI:Not Reported I V2:Not VY.(Call1""with motor V7:(Passenger ear)1 HIGHLAND AVENUE I GUIDE SALEM 18Jul-16 1241 AM Injured) 2 0 0 Rear<nd V2 Slowin or dot ed in traffic Reported vehicle in tagc V2:Passenger car Dry Da II ht ClearlClea VILLAGE DRIVE 403 HIGHLAND AVE Rio 107 Property damage N/OLDE VILLAGE OR I only(none V1:(Collision with highway HIGHLAND AVENUE Rio 107 4592273 SALEM 14-Au•16 4:18 PM In a/edl 1 0 0 Sin le vehicle crash Vt:Traveling straight ahead Vt:N tegle sl n ash Vt:Passen er car We/ Da I hl RaInlReln N Sang mud, Dmk-unknown Clesr/Repodetl but HIGHLAND AVE Rt.107 N I d623146 SALEM 17Nw-1B 11:17 PM Nonfatal In u / 1 0 Sln le vehicle Brash VI:Travellingstraight ahead VV N Vt:Other non collusion Vt:Motor ale did oil revel roadwaylighting Invalid OLDE VILLAGE DR Highland at Olde Vlllage.sls Page I massOOT MassDOT Crash Report for SALEM(Highland Avenue at Olde Village Drive) u� 4=�y �� w" t Lam ' Fmrk . `i-�- �.. 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Va:(f.M.muNROw W:ryaMrywbn/ Y�pvMBC A+wW em6m ., PlOal a' IwxxooT CraNiieparllorS111Exi IIIIpMUM R1+rM alTrbeh Wx Y. $N's'+'�;S`�' wi di�.r" i��s�°J'si.�4��:a"MSS'�.4''h::�»�'a�y+aA„`��sB4�.+1� .:+�hi°�` ``°:ex�'n"�sk.C'.��,y"' xou � _ _ _ e � _ o _ _ _ M16 _ � � � _— s _� � _ l� � � � �� _� � � _ x01x n — — �" xmi _ __ _ _ _ ... _ i � i '�m1e� e �� i .'� � _ _— . i� _ v __ massDOT MasaDOT Crash Report for SALEM(Swampscott Road at 1st Street) a c..,r.•?�p �`S':x is _i Jdatf: � :...x*�4 t� ,#..l ,.. F.�-,.:.,y .�.,, �`i "'� r .��,Cr`;��-rr '„' �'. r�,1,.�m,a'a&�, ^„�'�°: 1 ti.;..,!�'''' :`''•o-�,,. x-.�a £ ��. 'fir-'?� za ,s ,..'. "'-+3 c ::,3'd.- m �.. < - CrP/1rNut 'w.<.:Crr Cleehillme Crakh:S ,.,,VYlk�n'" Mirvw° tYYiHek AetlenPNaYaermh'�', Gnnrd� �,^I.,`-'; M1faei:. "wlrol�• vallob'. -.. z •,""'".1"�^' �.` -'"q ,s';� . 2014 Property dsritege VI:(Cofhlorh Athmelr VI:(Pau q..v,)/V2(LW4 -iY(tdn° VI:T—OrkV.k."ehead/ vehkte h"ft)/V2(CoNlk I truck(—m ndm.pickup. SWAMPSCOTT RD I FIRST 3743303 SALEM 7-Forth.14 IOSSAM lie—oll 2 0 ompki V2 Tnind bft VI:W)VZS vilhmotmwhkbintnrFc) sport-li*) M STREET Prapmty die age • Vl:(Ct rhian with nrdb any(nisd VI:SI,*,q or stopped In treRe VI:Not Repented I V2:Not wows In,treffio)/V2(Ca0eion Vl:lPwsarhper cis)/ _ FIRST STREET 3SM501 SALEM 1SFebb14 4:20 PM 2 0 0R--d IV2 Trev eb'hl-hnd Reported - with moth woftcl bilk V2Pee Stew Da S—r— SWAMPSCOTT ROAD Property damage Vl:(CtlywalMN mob V7:(L'i9httruck(wn,irvdwn. only— VI:Tvnip left l W.Tr v4N .hick,h eefic)/V2(CoR.Ion Pickup.spent ub51y))I SWAMPSCOTT RD I FIRST 350303 SALEM B-MOy-14 7:43 PM inured 2 0 0 Neadan ahead V7:S/V2 W wilh moles uehkb In treRe V2 poecsre er cm) ON D Cher/Gloat 6T V7:(Cdhi-wH hnMx VI:T-W@V...W load/ vehkb h eraffd)/V2(Celfiebn VI:(Trxlor/s°M-Yeller)I SWAMPSCOTT ROAD I 3803M SALEM -14 9:30 AM Nan-hoot 2 1 0 b VL Tulru tell VI:E/V2S with trek veMeb in.Ift. WL Pea cot) Wet 0.1,11cm FIRST STREET Pmpisty damage V7:(Coll lon with motor - argy(— Sdeswipe.oppeehe V1:Trwe0np stralphl ahead/ veW.I.htraflr)/V2:(Cdhkn V n l:(Pas am nger )/ SWAMPSCOTT ROAD 3665MI SALEM 13Jhm-14 11:27AM Injured 2 0 0&scbsn V2T bft VI;W/V2-E with mob vahkbkenftk VLPaes Won Dusk /R it FIRST STREET -Propisty dumps V1:(Cdhbh tom mots orgy(tease V1:Turrmhp bft I V2:T—Wnq .hick In traffic)/V2(Ca0 lees,Vt:(Paesw4W Can)I FIRST ST I SWAMPSCOTT 3943707 SALEM I 28-Aw-/4 3:59 PM inhosell 2 - 0 0Angle V.Iht ehwd VI:S/V2 E win mob vehicle h trefiel Vt Pef D Da' Cher RD V7:( —light ° Dvk-TgMed SWAMPSCOTT RD/FIRST 39MMSALEM 20-5 /4 7:46PMN.4.td injury 1 3 OSft%v.W.c—h V1.T btl VI:W pthv Vs ) Q Vt:(Peeeehgmw Dry cd-Y CloudylCloudyST 2016 VI:(CMbbhwith mob VI:Trawl6q sbWrghleMad/ whkb h trdtc)I V2(Calhlen Vl:(P..eVxev)I Dark-kghesd 4077983 SALEM 1 15 I:17AM Fete, 2 I 1Nesdan V2 teavhe treble terns V1:N/V2r wllh moles vtltldem Vane V2pess ter) Wet raadwav Rh SWAMPSCOTT ROAD VI:(CoID withmob Vl:(UgM Inek(wn.h in ven. V1:T w,.m"ebelpld ahead/ vetdob m treffe)I V2: Ion pickup,spun uMy))I FIRST STREET I 4119M SALEM 12-Nav-15 0:14 AM N—fetd 2 1 0 V2 In; km VI:N/V2:W with moles vaNwentrsffk V2P— Dry New Cher/Chu SWAMPSCOTTROAD Vi:(COPwnu tmob V1:(WMtMklrm,nN— Vl:Tum'vq left,V2 Tr—tim which m traffie)I V2(C*%Jon Pickup,sW VJAy))I Disk-OpMed SWAMPSCOTT RD I FIRST 4134651 SALEM 2-D-15 430PM Nan-fablmj 2 1 JAnl. atraipMoMatl VI:S/V2W win-rob whkleh ) V2(Pnesnpu eu) Wet rd-y Rem 6T 2016 V1:(CoIhIon ttmob V7:Sb"es ateppsd n InR VI:Not Reported/V2:Net .hick In traffic)I V2(C.U..VI: ism ev)/ 422fd9175ALEM 24Jun-18 8:37 PM Narvhtdnury 2 1 0Ren-aM /V2 T—fin .ter Whead RsoerM widt mob wldde n troA41 V2pase D De CbenCbu SWAMPSCOTT ROAD PMP"d°msg- VI:(Ccffi6-ith motor Vl:(Unk—Mary truck only Innis VI:T.-MV abaVght W.W I .hick mtremor)/V2:(Cef.1--ism t ds&.fy)I V2:tPw.seV. FIRST STREET I 4267852 SALEM 543et-16 1216PMN.-al 2 0 ORev-esd V2T straight elemd VI:WIV2W with rhdbwhklemtrama Dry Osylight Cber/Chu SWAMPSCOTT ROAD 2017 Propely tlannq only(none Vl:(Cogsimw6h mob Duk-lighted 43468M SALEM iT-F R17 1221 AM h ed 1 0 0 Rev-nd VI:T 4 'M-heed VI:E .hick hseffc) V7:1. D - ra-dwo CbulCI- FIRST STREET Properly damage - VI:(Cdh I—ftn000r V1:lLight truck(van,minivan, only(teed V1:T..Ui q Weight W -d I VI:Not Repented I V2 Not vahick;h treffie)1 V2(Cagwat pickup,spat u4Lty))I 4399347 SALEM 28,1 n 17 12:14 PM ) 2 0 0 V!'T left Re ed with motet which n wllk) VI » D 0-K Cku/Gev SWAMPSCOTT ROAD Prapuly thorned Vf:(Cdkekn with miler Vi:(LIOMtruck(vw,MN-von. only(norm Sideswipe,opposite VI:T—el ing aCsight ahead I whkb h 4vffc)I V2(CcMW.pickup.aPt Wdty))I . 4409017 SALEM 7JUF17 411 PM Noted) 2 0 0W«ton V2T bR VI:N/V2E wttt—ushictemtraRc V2P., Wf Da M R.WRaln SWAMPSCOTT ROAD Properly d°rnh°ge orgy(rose Vt:(COTnkrt with mules SW.PSCOTT ROAD/ 44SM57SALEM 23aa1•17 BlD AM nMed) 7 0 OR—ncl VI,T snood V7:Not Reported vN«le h,"me) Vt:(Paamrtger w) Dry Dayf0d Ckud/C FIRSTSTREET 2018 Property danage only(— V7:(COAisien woh kgM pole es 4544731 SALEM 27,A-16 5:51 PMIn W) 1 0 OS veMcf—h VI:T Mahaed VI:E °gnu waWwpaD vl:pnaumsr—1 Wet Duak R.WR°h SWAMPSCOTT ROAD Properly dense V7:(Uhl wfihmalor Vt:(L)ghtb,ck(wry moms, only(reap V7:Trayseng stalgid ahead I l"I,I.beR)I V2(CaP Ian pickup,sport u ft))I SWAMPSC0TT ROAD/ 4573M SALEM 29Jun-16 1/02 AM W« 2 0 0 Ancle V!T left VVN IV2W with indoor veowe n lnMc) VLPus D'yLpid Cbm/Cber FIRST STREET P-puty damage VI:(CaBahneMrtdcr Vl:(LW4 truck—r*-wn. -dY(— VI:Enlxbp traffic lens/V2 vehkfa In Iramc)I V2(Co0idan pickup,spot ukrty))1 36 SWAMPSCOTT RD I 4630107 SALEM 21141-10 10,08 AM bli-l-til 0 0 ArFk, Travea tr M°head VI: 'S with mote vehkh h beffc Ore DA M ClealGbis FIRST STREET Swarngsealt an FirtLtls Page 1 a Public Transportation Information 1 1 } it 1 1 Route 424/424W Eastern Ave/Essex St.-Haymarket or Wonderland Route 450/450W Salem Depot-Haymarket or Wonderland 4 i 1 • � I mayor ^ x, r k Route 456 Salem Depot-Central Square,LynnIN Eastern Ave.&Essex Street ,��.,nter�Decem'(ter�3��017�'March�3�;,2016 o, Haymarket or Wonderland apr rt QiD EssO ` 4 ye^r . 450/45OW Sale Wonderland ? EnY 11 CenheUlonft� d' 1� a -Haymarket or -Central Sq.Lynn offic Salem Depot 456 1, Id/ss�e es1 �' to « � 1 1 yi 3ervin8 t�� Coo s arydga Sf T BaLEM. - bT L see ne • :Centra�kSquare tynn�' �� ..Z '. g ° FeE•dm ... .f°� � Y �. a �. � ��,Salem I�os`�ttal�Irr�'r�,t�r`i a�`�S 0' g#s maw = °" °� ' :: r •Nortl Sflgre Chlydfer�s spltd4y xi '• a� ��B@II�CIrcCe��s's�� '3^+� ��:� g �' % $ w�1d nd ! •yek `"rx fp C L"?," `�'t §' - s' orma '+Mti. °'a 3�$ Padt -sl �CSSe�'Str224 + �t�� -zd'1`.✓-.fie'# '�,�. sl a .. �s - '� � ' ��GrenLine''�`• -"�r��,,,y2r„f&' �. ; r xa u � k nmas at' �' O, •w_Orange[jne a a s 3 Lynn Nbodr�r:: `{ A."\ `.' r M. t Pond - Padd 9 �' O K ; .•.: fc 5`p.>0 SV,JA PSCO A "�•' o ate: ,yea e r ;t SWAMPSCOTf <_ a3tfl\ fS3LffliI�P� ®ha� � UP,INT 9x Rg M g �• ,. O�ffOm._'S1aK :: \ j, ntlicates M TAess and lere3salos local ns V II /1 11 '� '�xY 4j S•3 t' 'a ®Fa a ventling machmea ere als boated at ep Information Ha. rket'r Gyr fly F � t subwmyataaons and Malay 8taaon. or W derlarid CkD :. I 424/424W/450/450W/456 Weekday 45OW Saturday Route 424/424W Eastern Avenue&Essex Street- Leave Leave Arrive Arrive Arrive Artbe 9 Leave Lv/Arrive W/Arrive Arrive Leave Arrive Arrive Leave Arrive Arrive c Salem East Central WLynn Wonder-Haymarket o Haymarket WLynn Central Salem Salem W Lynn Wonderland wendedand W.Lynn Salem Haymarket or Wonderland Depot 6 Es:ea Square Garage land Station ¢ Station Garage Square Depot Depot Garage Station Station Garage Depot 424W ..... 5:51A ..... 6:08A 6:19A ..... 450 ..... 4:42A ..... 5:03A 6:30A 6:53A 7:03A ..... 6:OOA 6:25A - Route 450145OW 450 5:40A ..... ..... 6:09 ..... 6:30A 450 ..... 5:10 ..... 5:29 7:40 8:04 8:14 6:45A 6:54 7:20 Salem Depot- 450 6:10 ..... ..... 6:39 ..... 7:00 450 5 36 5 55 8:50 9:18 9:28 ..... 7:30 7:55 424W..... 631 6:51 7:03 ..... 450 628 703 Haymarket or Wonderland 450 6:40 7:11 7:43 d56 s 7 d0Ax.7:3d 10:00 10:30 10:42 7:55 8:04 8:30 y "" '�'� ':3 " ^ 6'��'"` 11:10 11:40 11:52 9:05 9:15 9:46 424W..... 7:01 ..... 7:22 7:37 ..... 450 6:40A 6:58 ..... 7:36 Route 456 450 7:10 ..... .... 7:48 ..... 8:20 450 7:10 7:28 ..... 8:12 10:15 10:25 11:02 424W..... 7:31 ..... 7:56 8:15 ..... 450 7:40 7:67 ..... 8:36 12:25P 12:58P 1:1OP 11:25 11:37 12:15P Salem Depot- 450 7:40 ..... ..... 8:18 ..... 8:63 450 810 827 906 1:35 2:08 2:20 Central Square Lynn 424W..... e:Ot 8:19 8:37 d56 t > '9;00 'lt301 2:45 3c18 3:30 12:35P 12:62P 1:31P s 450 8:10 ..... ..... 8:43 ..... 9:17 450 9 10 9 27 �' � -� 1006-- 3ss 4:25 4:36 1:45 2:02 2:41 Route 424/424W/450/450W 460 a:40 .... ..... 9:09 9:37 ,A56�?.,{. a x,„ to-1bE: 10;48:: 5:05 5:35 5:46 2:55 3:09 3:47 Fares 450 910 9 40 10 01 450 10 20 10 38 11 19 - 66x.�4d a:;969 't00B--�, +5 } 1205¢ 6:15 6:44 6:55 4:05 4:18 4:56 450 10:20 ..... ..... 10:56 ..... 11:17 460 11AD 12:01P ..._ 12:42 7:25 7:49 7:59 5:15 5:28 6:01 ' �.g., ` 8:30 8:54 9:04 6:25 6:37 7:08 Chaill"Cerd st 7D .. S4 0D 00 $d 00 t s .� � r.. . ` L�is,�l ? �o9�,a�SS'�D.., tad S7 450 11.40 ..... ..... 12.18P ..... 12;39P 456,p�_ „er s125SP.,1.30P 9:30 9:54 1D:04 7:35 7:46 8:15 a a-.-. .....,.. 450 1 OOP 1 21P 2 03 10:32 10:56 11:08 8:45 8:54 9:21 Casti-on-Beard S2 00 MOD 67.00 $7 7s A58;122OP,�j 99Ps1248P, `'its...,- -�, ,r;,g;p E456,3,..:..F� ,.»";'2,1'n2.S8`: 11:32 11:56 12:06A 9:45 9:54 10:21 450 1DO 198P 159P 450 215 240 329 SenioOTAP'• SOBb ST SD ;.:52.50.,e: $2.50 r --z ,� .-; ro . ,•;� '• 12:32A 12:48A 10:45 10:54 11:21 " I, 14D 20i 2 t� •t..•'_;,..e. ,}',- "uG,< _.a a�`` �,.C335�.4'4Fi1i'„ ..... vumeuur ma..s.ea.•aw lsusim..Lar..ar=..,ev.lsrw/a,s 1. mrR r,µ a.a m.r pme.. - 450 220 302 321 450 3:10 335 .. 417 rus nun aam..une.runa.an.nm.w.wdeasrmaavn;aua (#6ss300 y�P4., 3y92�f w .j<,... 450 3:40 4.04 4.49 45OW Sunday rn.ourv.aeeaamria.ue..enwro.ma..a.wa.anr.. •"'!V ••••• utm SMMaueee4N.m0•MabnWmd wvlAwMrlwaro 450 3 40 4 24 4 43 424 b 4:00 4-26 ..nwaw se+-m.wv.ab.+.e�emrv.a..R"w�e.d...�.•,as.. f456 „4 20�r 4 4•T y 62£�,; _`t"'c y ..M' 450 4:25 4:53 .... 5:39 Leave Arrive Arrive Leave Arrive Arrive in0 penOeid1"0M0"m' - 450 4:50 ..... 5:34 5:53 424 b4:40 5:07 Salem WLynn Wonderland Wonderland W.Lynn Salem Locals..to.applies ilyo (rfe dada nor aoas ""' ""' ""'450 5:40 ..... ..... 6:17 8:40 450 4:55 5:25 6:11 Depot Garage 6taupn Station Garage Depot the Teem Bridge tradition Herear _._ ..... - 450 6:10 ..... 6:40 ..._ 7:03 424 It 6:10 5:46 ..•.. 8:30A 8:55A 9:08A 7:45A 8:00A 8:23A 450 6:37 ..... ..... 7:06 .__ ..... 450 5:25 5:56 ..... 6:37 9:30 9:55 10:08 8:45 9:00 9:23 Route 456 Fares 45OW 7:01 7:29 7:44 424 It 5:40 6:15 10:30 10:55 11:08 9:45 10:00 10:23 450 7:39 ..... ..... 8:03 ._.. .._. 450 5:53 6:21 ..... 7:00 11:30 11:55 12:0810 10:45 11:00 11:23 450 8:10 ..... ..... 8:34 ..._ 8:58 450 6:10 6:3S ..... 7:11 11:45 12:OON 12:23P ChadleCard $t 70 ' $1 70 $2.25 ' $225 450 9:10 ..... ..... 9:35 ..._ 9:57 450 6:40 7:02 7:33 12:30P 12:55P 1:OBP 1`Ch0e"71 450 10:15 ..... ..... 10:40 ..._ 11 a02 450 7:10 7:29 .... B:OD 1:30 1:55 2:08 12:45P 1:OOP 1:23P Cashon8oald $200 $400 $2.75 $4.75 450 11:16 ..... ..... 11;36 ..._ 11:57 450 8:20 8:39 ..... 9:10 2:30 2:55 3:08 1:45 2:00 2:23 LS,Iu bat =r�{•,.rb85«°g t',�Sf,,,,`a„10i�iS R. 450 12:12A ..... 450 9:20 9:39 10:10 3:30 3:55 4:08 2:45 3:00 3:23 SentorrrAP•• 50,85 $0.85 :;SIAO(;. $1.10 "... ..... 11:32A """ ""' 4:30 4:55 5:08 3:45 4.00 4:23 v.ed..�:dn. is..w 6�.a.usv=s•rem.mw.rd.nmtw".r. 450 1:10 ..... ._.. 1:30 ..._ ..... 45011:30 11:49 ••-•• 12:20 5:30 5:55 6:08 4:45 6:00 5:23 •nm ra"eis�t�ome�`ii:bv".ert`�tasim`w�`m wd:aay"..°.my:`r u` 450 11:30 11:49 ..... 12:20A mmavwc.bbn.nna.n....eavwraaua..u"aaa.nad e... 6:30 6:55 7:08 5:45 6;00 6:23 •oSea`".e:�.�..anmw�msu r.nmda.u�ae e-aderuro 7:30 7:55 8:08 6:45 7:OD 7:23 toufe46 lnd�ceted:bystifldea'ere�s„. It-To Eastern Avenue B Essex Street 8:30 8:55 9:08 7:45 8:00 8:23 0pvoenM1°'""°° 9:30 9:65 10:08 8:45 9:00 9:23 Winter 2018 Holidays ®All buses are accessible to All Route 450 trips travel 10:30 10:55 11:08 9:45 10:00 10:23 usnuay s—sund.y Januarys s yatrmaryla:a..Saturday persons with disabilities via the Callahan/Sumner Tunnel 11:50 12:15A 10:45 11:00 11:23 MHAVERHILL-W Massachusetts Bay Transportation Authority IT!Bradford Commuter Rail Map faLawronce MNEWBURYPORT s Andover Rowley ROCKPORT&7 El Ballardvale Gloucester rq LOWELL0 All Commuter Rail stations have parkingg except: N.Wilmington Ipswich s Belmont,Boston Landing,Four Comers/Genova, N.Billerica s g W.Gloucester.T Mlshawum,Morton St.,Natick,Newmarket, - Newtonville,Prides Crossing,Porter,River Works, C!Reading Hamilton,&3 &7 Manchester Talbot Ave..Uphams Corner,Wavedey,W.Newton, Hamilton, Wenham ,>� Windsor Gardens,Yawkey. Wakelletd JaBevedy Farms - AndersonMobumis N.Beverly �F,{� Greenwood Pi idesCrassing.. Mishawum •. ' E n Melrose Highlands R Monlsemat ' Winchester Center 6 ©Revery Melrose/Cedar Park Wedgemere=T .sSalem Wyoming HIII W Medford t8 fa Swampscott OIK GROVE& [y Lynn B 1 �q ti< Gy ��aa �tE xis A Maiden Centers Chelsea a PyGs eO��o S Z o. 7 h7P i 9° �O� a 4 orb S a 3r eow °° s m er J se•� y q^s�! J •J' a ho 6 V°s °��'��°'•7 `i �O�i 9;t ,SroRGExuRo.. maousouxc rmw i m�EeRr.EnE'.7 NORTRT H RSTATION 190, rah' ° �O9PF C s� � 'tir a~d+fp f"S e�,�°s�ya'Zi6o .'L �°er �i d wmLagan i 0A. 6q °� 04 ��6 �9y �ir {r�0::► �0 �0 STA IION•v CEO aosroxs ouo1E1'A�© p�HoEmr:R COLLEGE CFllIEJI ". 1 C 4M13 cuaw'N- CIRCLE tAUu1E jJFKNMess s Ruggles Lmaarket +y (3! ew- (g;p mvmsroaP r�An1s F!CbmerUpham .;:. Comer Rc4oa.aruE FORESTHIL® Lv Four Comers/ rrx nam Geneva Quincy of „ �p r ,aaF • o�� rJ6 ��P a�ev ��i I�Talbot Ave [!Center Oa p ,Z,a Qo+ �r �o A t' =]Morlonst Sri. •�ri.;+"�+'�a1k < �,y?ec Hydefz CII® Park MFalrtnaunt BRAINTREEM 4�9 11115 csuxourHiae 0Reedville 4' ©Cohasset Endicott MRoute 128-9F Holbrook/RandolphO MS.Weymouth Dedham Corp.Centers :]CantonJundion MN.Schuate`'."- Islington Montellos PAbington Canton Center � sGREENBUSH Norwood Depot&] RSTOUGHTON Norwood Central s �, sSharon Brockton, Y MWhitman WlndsorGardens Pf -P9 i sMansfield Plimptonville MAttleboro Campello&) sHanson Walpole MS.Attleboro Norfolk&± sProvidenc -%a Bridgewaters eHalllax Franklin/Dean Collage MT.F.Green FORGE PARK/495DO MWICKFORD MIDDLEBOROUGWs KINGSTON% PAPLYMOUTH Legend JUNCTION LAKEVILLE 111111110111111 COMMUTER RAIL LINES 4M RED LINE en SILVER LINE and branches®� M Aaesslble station Free Logan Airport shuttle bus ®Customer Communications 6 Travel Into N MAu-.--- 617-222.3200.1-800392.6100, barmMvrsameomaLOb TTY 617-222-5146,www.mblamm nnI Under Construdion Q MATTAPAN LINE ®GREEN LINE and branches O GG© Co Transfer station 91 Amtmk servrce Qo MBTATransk Police:911 TTY617.222.1200 Q Terminus Station °®ORANGE LINE IM BLUE LINE .-+FERRY ElevalorlesplalorAill updates:800.392-6f00 � @May 2017 v.30 Not to scale r 1 Trams tn'sheded columns will NOT OPERATE when the O t a a _ ! Massachusetts Bay 'Commuter Rail is operating,on a REDUCED SCHEDULE T Transportation Authority (<h Q L'S Monday to Friday ... _ .. Kee raa surwv ru" 100 i 160 162 102 1 154 104 156 i 106 158! 16D E 192 ff 108 162 110 164 112 166 114 166 1116 170 1 118 172 19q 120 174122 176134 176 1126 180 138 162 .Eb..�...ise ab_:±".i7b o'tN£�;rt�N w::� �+� }-db„1 db € ab...:'en. This sched in ule will be effective 8 Rockport 6 455 548 - 630 - 7 f0 '_i� _I 1 SAS - 920 -_-_ 11AOi 123011 150 1. - 3:201-. 1 ::5A8.' 545 715 i 6:45 'lD3o from November 20.2017, -- .b s92'�t 555 637 :'-'=1 717 x}t:^'i`1 ( ! i 622 'i >�927• ,k: is7%... 327 ;:135�a5 __�i:552 .; `,72z; 8.52- < :ia37. and will replace the schedule `7 -Gloucester 1107 i237 r 7 West Gloucester b SOB.# ,:(is, ....._i 643 723> l f -'i828 f933 f1113 YL43 T 11303� f3.33( i-f521 !f556 i172B IBS81 ;11043 P i -... , � .', r.. „ f of May 22.2017. 6:?..Manchester :.b. 5:15t 608} :'I 6S0 .--;..: 730 i ,�'� ;:'SS 635 ra9.40 s�-%�1120 = 7250 i ;,1528 i .:';-6:5 +;f.735i`�9A5 ;.:1050 .. 5 Bevedy Farms_ b 522..�. &15 657 - f 737 ,:}8:42 1947 - 11127i 1257 ! 2171 f344075 -1536 (1672ri1742': 1972i ;f f057 5 Piidea Crossing: •::::F :;16.f7,, ,: its. .'- 1 .i Presidents'Da a :� L: Y and 4[h of July q Montserrat 6 528.i ,,.. 612',_-..,_17A41 ,. 744 y,y, -- 1848 .,.,-.. 13S1i ::Y 1'11331 t103 '1223 1f3531 t 4541t 16.18 :.f748 1f916 :1/103� operate on a Saturday service 8 "Newburyport'::il. ,b -520 5SO.i :625: :1:7001 i.;7:3Qt 755 ,.;� 9i15 C.�v atD.AD .;11l40 .'atttl_� .-I{'255 'i:4i44 i a_+tye'5Ag ,7A8-};' '810_I .:�925:'' 11:03, schedule. .7.:..,,Rowley b ;735 8001 ;:;i - 19:20 i10.OS f11:45 ,.,fi:76,_ !13:00� - 1449# 15531... 17.78` :18.•76I If 930� - f 11:08 .i 515 555 1 1,630_i 7O5 ,_ t ; Ipswich b '-.'i:531602f :6i37 ;�:7i12: {742BA7i . i. 1 .`455 r r-, t 659,. J7F19tIi .:81tt` 1936':' 17e1.4' New Year's Day.Memorial Day, s Hamllton/Wenhanl6 ...-. 5:37 7 608: &43 1 _ 1:7:18� '-7 48�8 13�;.,5' ,,, f 9:32 If0�t7 :f/157 }d27! '133:12 f 5 O1 I f 6121 i7:251 if 832 If 9:42j f 11:20 Labor Day,Thanksgiving Day, 6'Ij'Northaevedy b :-e 541,6.13'i 6:48i - i 723� 733 r118 ) -. L936f° _f..io37 L120/ I!1i131d, f3M8� :: f505 Y f7a9,( ' 1836 r ?f9:46I f11i34 and Christmas Da operate n 4 Bevedy .€6 533 i 5:47;6.18:627 1 653 1 7A9 1728 1 7 49 7581 824.,t193.`1 854 9:42 958 10:27.1138 1207 108 ;I a 228 3:22 358`5:11.5 35,-5;46'.i 6:20 fx25 s 795:'7:53 8:42 923 952 1 11:08 11:30 FF yo :1 sslem ..:b. 5:37:.1 55t{!&22:s&31 1''657,7:13:1:733'. 753 I'-8A2't 828-I(�37 '856' 9A6 11Ub2;'1.637 i 1d:d2";12:I1 1 12 i51f4t -2.32: 3i26 4O2 5:15 "s3"9i 557wy 624' 629 7:94.'i 757 i 6:46- 9:27-�956'1:1.121:1194 a Sunday service schedule. 3' Swampscott .b 5:45 559: - s 639 1 7A5 I !7:41 801 810 8:45<�906 954 10.10 1039111501112.19 120 1i1:49=f 2:40 334 4:10 1 523 -'t,S 0+ 1 637 7.47�1 80s 1854 935 1004i 11:201 - 1 tt }1 + #g -3 For all other holiday schedules,. :3: ILynn ...�.::'b -Si49 7 6A3 .:1 G43�:7A9 .-: :7:45- t8.11, ;:B 49'�i 9h10''956 lftrtq 9a43�{115411223 124 153i!'2:44 3:38'"4:14 i 527 1 `s 8A4:' � 642 <ZS9,a�+�'8179'i�858`1�9:39��:10.081�11,24 y 2 River Works f5:521f606. - 'f6:481f7:12 - ;f7:48 -fa17 (f8521_ - - - ;T2:4Yf3:41'14:T71f5301 if602i _ 1i646 - i19:42 - irtt:v - please check MBTA.com or :1A-:.Chelsea 1&13 - -.!653:i 0:19 J56 i t 824; ;859;1.9r19 tOc07110�23 1G5;;fd2iO3j i23 f 133 d j0�12;S41f 3:48IfA241f 537 a-1:'!;6•f4 .(8 53 f 8:00118.18119:07 19,4911101T:f1134 C811 617-2 2 2-320 0. 1A North Station ;6 :49 7. =7: 1 1 7: BdJB:0:22 i 836 855%:9.111 9: 1 10:18 /tr34.1.103:1214;12:43 1:44;.2:13..i 305E 359 1 435 1 550 ,6A5.ti 625`!650!704 ell: 829;9:18 11000110.281 11.45112A0 Trelm In purple be,Indicate peak period trains. Monday to Friday AM m+ce snow new i 153 iD1 191�:;155 1f13s:f 167 5 105 1159 1.107 161` 109 163 111 165 -413 115 167 193< 717 169 179 177 173 21 17 123 177 125 779 127 1 1B1 129 183 Bike Allomd : eb:i' db c+h 4, r"t1sb..`` ac4z.;..:6b db-.::1rb rdE•s.:'.6b •Fb:'.:� ! „. s.,.,.. ....:.; 1 ,3._ ::,. d+: ::: _:db'?':db .Shi:.::'db 1A North Station '. 1 r 1 _ :15 5' - r a i :F.:' 6 &26 1 639 7A6;;737,.750::810;eas;9:40 i 1d35 1710 1200, 120 1 150 3:15 335 4 15 1 430 4:40, 500 5:15;530{5AO 6:05 615.,GAS 7:15 1 7:35 i 8:45 1 9:10`1010j 1050 12:10112:15 ti:!�_Cnelaea ,.i(,. -1/fr50tf„7.11,9,'((1749iC6;62t}822?C8;47/9:52.yf:10M7f71;92 fY1a2�H•32„i202f :27S 3:47 427.1 k4$2;: 1S;27.! .;;;552 6.17-1637.;65Y-f:7i271 f7.47;fill: 922 i1f03211102 f122Yf 12271^ 2 River Works 'f657 f7:26d1f209 f3:35 f355 f435. B:OOf :/6:45f 705 1734 -'110:39� I ayuj:28j 757138?1-1.t�,;83.t. 855,1f:0101655'11.40i�12:20. 140.12rtt r337d' 357 :4.3Z,,i 500:1 r535:1 :+6,25 6:47: 707;':736 755:1;:905 9.301t0;4t a.1:10123051235 9 SwamPscoK b i - ! 733 j 802 1 8.16x 836;1 90D 110051 11,00f�11:45 12:25 i 1:45'2:16 3 42.. 402: 4 42 505:1 5:40; - �.G07 630,:{fiS2 j 7d 2 7:41 B00 1 9:10 19:35 1 f 0:461 1 PAS 1235 y 12:40 Salem i.i 6'652fL 707}7A0'sy 909 �8'.1.3.'�843.1,lii 0.12111A7c.11i6ZTIZ32;152��223 t 349,:£4A9.. 449':,��457.fS 12:�::526.I:5.47:i�557:L&14: 637.659::719:';.7A8;'8:07;�9:17.9A2��11053 1122 1242112i47�::f 4 Beverly bl 656;711 744:813 827 8.47,7 9:11 1016 11:11;115fi 12361 156 1 2:27 354'. 413.:.453;502 5:16: 530!SS1 {602 &1a 841, 703'724 7S2 18:11 1 9:21 9:46 1tr57i 1126 12:46 1251 -3'=d:Norta'Beveity b f70o1: .,xs•,.+ feT/d -•,»:t f851.! f1030,(:{`. ff2a3 ::: ,;f2:001::.: t3'ra91,�:> "F- ?..SA7'v xv+,.:.. 3:56.( -..Ili&23. 646,.,..:.:.: 730 ...:is 1.816:,'.: f9:50 .If.11:30 ...112.55i';: 6 HemiHon/Wenhamb f7:00, (16311 Y f855! 110.14' - 1394 - ;I2:04 403,E� 1511 6U0' !&27 C 6SD - 1 734 821 f9:541 - ;f H;34 �/13:59 B :IIpewicb 715;: i sy 827 is9D3.t .f030 ><12 tR -- 2:f0.?- 43M y,,. ..:5171 „>'' -:.I 606: &33" 6S8 740 1847� ::.'...10A0,....; -r1t:a0 :: tAS;. 7 Rowley ;b: - 'f 832 f 9d76 - 170 35 f 1215 - f 2151 415..: 5 23 6:12 1 639 7A2 7 46 f 8 32 110:05; 1111:45 f 1:10 NewburyporC ::°6729 f�`v, 8401`�.,hat 9''16,1 1043is' tZ23 2.23.i.::'. ld2 .:' :'S31 ' F ..: .: 620' &48. 710�.. 7S4 - 840.'" t0:131 4 l - 1 - 11 s3 - # 1 18'' 4 Montserrat b _.f 715 :',1 1 f 8-31 i,4 (1915 /11:15 f 12 40 14 31 4 17 457 1 534 16A6 I i 7A7 17:56 f 9:25 f 17:Ot i 1250 S S"Pifdes Crosdln8 bt ' .i'�'-.f4311 1538 :. f610 f711 _.f8:00 ::_ 5 8everty Forms 6 i1T27 . f837 f9:21 f1121 f12:46 1f237 _.425 503 542 j 6.14 .,;,1 7:15 f8:04 119:31 if lt:07 1256{ 6:>Manchester'" 6 - -726 i =~7,:§{4 842 ,��'_t,�:926 .;;.1t26 w,;1251 ---:1 2:42 1 O ..g*30 508:-j -"547 --.:1.6.19;,i.... `'"�:;720= -'BA9 1 :i�936 141ii2 :'fAt 7 West Gloucester •b '1732 ": f&48 f932 if11:32 f12571 :f24g ,436 515: 553 625I : 726 i f8:15i f9A2 1171:18 17071 Gloucester b 739Y, °855:• i ^-.939i..1139YA4 ?1�:255 K±�s'm.' 4 522'- 601 _:`633 i 1::734, - -822 :;9:49 11i25id4 - 8 Rockport 61 ;747 .., 9A3: 9:47, .11;47 1:12 1 303 ::'453- 532; i 6.10; 16.42. 7:43. 830 957 11133. 122 1 - Tn im In purple lla I d111I*p11k peaad bola. Saturday&Sunday Saturday&Sunday III .. � ..._ _ .: AM PMPM 0 1 / t 6 0 11 11/0 1160 111] 1 15 11 1 1105 1f00! 1f50 1 /103 1752 tt 4 1S4 108 16 floe 1 se se 1101 list 03 1s3 1155 ttm 1157 i 7709 7i59 1K1 1161 1113 nsro; , 2100 i 2160 ]10]12152 2706 3154 2106 2156 2108 i 2158 2110 2%0 2112 2101 21S1 2103 i 2153 2105 1 2165 2107 21S7 2109 ! M59 3111 ]781 1 2113 -sa w BikesAucvG..... 6k ::Nb db.::: "Bil-Plowed ,!b I'Rb r B Rockport 6;700 - 1000 12A0 200 5 10 - 730 10D0 1A North Station b i 830 1 9.30 116:26 1 1130 1220 130 220 430 530 7:15 830 1040 1 11:30 7!:6foucesdeir b .7AT..1: -c10A7 I.._ 1207 ;:;i::207 r}. 517 1737 ;-.: 1trA7<: /A Chalsee ':j:_. .TBA7`i,19A1.;110:31.i f71AL f 237 1147:'::f 231 f4.41, f541 f726 f&41-.f t031;f 11:41.. 7 West Gloucester i6:fT:13I - 110131 .. f1]•13� If3f3 - 15:23 - 1/743 f10:f3 2 Lynn BSt i.951 itr4111151 12:41 1S1 1 241 1 451 551 1 7:36 851 i 1041111S1 b 720 tr20 1720 220 530 750 .:: . 1020: 3 Swam«ett b 6 Menth•ster 1. p ..;b .-854.. 954:..1tr44!1154- 12.44 15a ::244 1 454 SS4 {:<739 SS4 :1044 11.54;: 5 Beverly Farms. tb /726� /10251 - /1225 ,.1f2.25 - f5:35� - f755: f10:25 3 Salem bi 9A1-5 1001,16:51 12A1 12511 2fl1 251 5A1 ; 601 7.46 9A1 110S1 i 12A1 4.Monnene! _1.. t b f:T31 F 0 31 i #231 f 231 15A7. .,q. fool; 170p3t: 4..Beverly 6 9A5; 1005 10551 12105 .1255;-2A5.: 255 :505 1 6A5 750 905 toss 12Us: 8 Newburyport 1 b 852 ..__-. tOS2 12 52.1. (252{ 552 1 ...1.WOO 5 North Beverly b t .I I10 09 ,...117209 .. 1209 f 5 09 1 f 7:59 f 10 59 7-"Rowley b _. 8S8 1058 1258:': ,:258:: :5:56 9A6 5 HamI14oNWenhem.;ib ::.10.13 ::1213 1 213 513 :75(I .:1193 .. 6 Ipswich 6 11 9A5 - IfA5 105,! 1 305 1505# 1 9:13 6 Ipswich ;b( 11020I 11220 220 520 1 895 1110 :5:HemlllanlWehham b _,;-:a 9 i2 ..i:=: 11.12 i 12;%, -3i12: �:612 920 .Z.::Rowrey 'ib :{.1027{ --„1 1227 5 North Beverly- i b: - f 9 Is - 111Ms 1115 j f ms i 1615 1 f 9 23 1 - 8 Newburyport i b 1 - %1034 1 - i 1234 - 234 i 5.34 8:19 1 11 24 i - - .. _ .. 4,.Bevedy b 736 920 .:1036 11.20 :1236t 120.i`236::320:i 546:�`620 -BA61928..1036'` 4r Montserrat ; b.1 f9:09�, -.:.,:If 10591 f1259 -:_if259 /609 .,: 19.09t-` /1209 3 Salem 1 b, 7:40(924 _10:40I 11.24 12 40 7.24.1.2 40 1 3:24 550 624 8 10 9.32 IOAG 5 Bwerty Forms b f 9.14 1 f 11:04 f 1:04 1 .1304 1614 19.14; 11214 .. ... 5wempxoft::; 61=7:46:I 930,:;10:4611�.130.�1246 �130'!4:2:46 1 330;556::�63p 816:-.Y38 :�10;46„ 6;Maiishaster-� ib 920.- �,; I1:10: �::1:10 '.�;310 I _ :! 620 .. 920 .. 12.20!`. ] Lynn :b;7:50 9:34 1 tr50 i 1134 1250 134 250 1 3:34 1 600 &34 1 820 19 42 11050 7 West Gloucester b j T 9:27 11L•17 1 11:77- - ;f 3.77 I f 6 27 1 1 f 9 27 1 ,f 72:27 f 9:44.f1059 f 11:4q f.12 S9 f1A4:I t 2.59 j f?A4.16 09.f.6A4 /8:29:;.f.9.52 if 7Dt59 7 Gloucester G.6 934-:(;:-; 11.24 a -124 ,).:324 634 9.34 123d tA`.;Ohebee - 1 1A North Station !6:8:11 956 11:1111156 1:11 156'1 3:11 1 3561 &2i 6561 8A1 11004111:11 B Rockport 161 9:42 1 - I1132; - 132 - 1332 &42 I 9:42 1 112:42 Times in purple with"f"indicate a flag stop:Passengers must tell the conductor that they wish to leave. P Passengers waiting to board must be visible on the platform for the train to stop. PLEASE NOTE:Schedules may change in the r �W. �O event of severe weather _ Times In blue indicate an early departure IL stop):The train may leave ahead of schedule at these stops. ... Bikes:Bicycles are allowed on trains with the bicycle symbol shown below the train number. REGULAR REDUCED EREDUCED NO � cY y Throughout the winter,the META and Keolis will closely monitor weather forecasts SCHEDULE SCHEDULE REDUCED SE9VICE to determine ifconditions necessitate any change In scheduleforthe Commuter Rail. TralnsWA Moderatechanges SCHEDULE Nopissenger operate to vale schedule. Mafordmngeslo seMmonth. m During this time,these symbols will be used to communicate the system's service onarrormei sheaed treina uainschedule. Commuter Pali. m Call MEITA Customer Make your train on time, level and impact on passengers.The service level farthe next daywill be announced scheftle. VALL NOT operate. Schedules will be N Doembad the official MRTA 5rprie trains may wallable In Boston o Service et @M BTA-CR by midafternoon the day prior. Commuter Reg mobile app. - makeedtlitbnal stations and at MBTAcom 617-222-3200. Get schedtde,lnro,use,progress, stop, no slcra easiN and con,n,We 0y. �i■� r No r r■r rr M rr no r im ur 1 it ' o Background Projects 1 ' 1 Traffic Impact and Access Study Salem,Massachusetts d L t0 � C N � d L 4/ d C O 'a OD � Q ALL' L L 4- 22 4— 22 13 II II v� 4 � 22 1 4 24 � 46 1 0 o I t r (37(+13)13) -� (' 22 � (' h 1 t r 13 —► 1 .� 37 --+ a 15 —1 13 --► + 3 22 � N fD M L a First Street m m U t r i— N 355-373 Highland Ave Site Trips Apartment Total Pass-By Net New Trips Restaurant Trips Trips Trips v O Enter 17 33 13 37 CL E Exit 48 27 13 62 3 NOTES: North Total 65 60 26 99 NEGL. =Negligible Scale: Not to Scale =Signalized intersection Attachment MD /R TRANSPORTATION CONSULTANTS,INC. ��/� Planners&Engineers. Background Trips 355-373 Highland Avenue Date:December2019 Weekday Morning Peak Hour Dwg No.1055 TIAS.dwg Copyright®by MDM Transportation Consultants,Inc. All rights reserved. Traffic Impact and Access Study Salem,Massachusetts m r oI at ea R 3 — o c m tea > SRO' L L i . 14 00 ♦— 25 47 4 14 1 � 4- 61 1 o h ♦ _ _ o 25 —1► I i 72(+13) 14 � * I I 24 —► �. 10 - 25 —► + 2 � 14 --+- a o L `° N E d First Street cc cc Im V 1 F- tV 355-373 Highland Ave Site Trips Apartment Total Pass-By Net New " Restaurant Trips Trips ps Trips C to O Enter 48 37 13 72 CL E Exit 31 22 13 40 3 NOTES: North Total 79 59 26 112 NEGL. =Negligible Scale: Not to scale � =Signalized Intersection TRANSPORTATION CONSULTANTS,INC. Attachment MDM Planners&Engineers Background Trips 355-373 Highland Avenue Date:December2019 Weekday Evening Peak Hour Dwg No.1055 TIAS.dwg _ Copyright 0 by MDM Transportation Consultants,Inc. All rights reserved. . • �N3 Z ti bye S Z � A $ Olde Village 2L Z * r Drive a �n I y E y O N � d Y `cam' S !� � IY 14 _ z 6 Ravenna y Barnes Road , � �� ♦ � Avenue Z n � U A r/� A �D _ v, b N A O d m I C�J Cedar Road 1 z W ' ymm N ln. v J 's,uNi C N�o R Swampscott r Road 6 —► 1 � � 191 I ' N � N mo x �G) m m 1 Q+ ca y � .D 5 co ( v �•`� a Traders Way 11 Marlborough 12 1 1'1 t� r+ Road 15 — I I e•r ;R. � n 5 � � y 0 Traffic Impact and Access Study Salem,Massachusetts (D s is rn R _ o > c `o d > �° to > 0 OD � Q L L �-- 8 4- 8 �-- II � II 4 4- 8 ♦ 4- 8 0A. 0 12 12 I 1 f' ao 4M N 12 aitv F First Street m V 1 r 1= PROPOSED SITE TRIPS Apartment Net New Retail/Coffee Trips Retail/Coffee Pass-By P Trips Trips p M Enter 48 7 21 C Exit 31 5 21 3 NOTES: North Total 79 12 42' NEGL. = Negligible Scale: Not to Scale =Signalized Intersection Attachment /(�� TRANSPORTATION CONSULTANTS,INC. �v/� Planners&Engineers Background Trips Traders Way and 1st Street Date:December 2019 Weekday Evening Peak Hour Dwg No.1055 TIAS.dwg Copyright®by MDM Transportation Consultants,Inc.All rights reserved. _r INN �' 1 1 I 1 1 ' o Trip Generation 1 1 1 1 Institute of Transportation Engineers(ITE)loth Edition ' Land Use Code(LUC)221-Multifamily Housing(Mid-Rise) Average Vehicle Trips Ends vs: Dwelling Units Independent Variable(X): 338 AVERAGE WEEKDAY DAILY T=5.44*X ' T=5.44* 338 T= 1838.72 T= 1,838 vehicle trips ' with 50%( 919 vpd)entering and 50%( 919 vpd)exiting. WEEKDAY MORNING PEAK HOUR OF ADJACENT STREET TRAFFIC ' T= 0.36*X T= 0.36* 338 T= 121.68 T= 122 vehicle trips with 26%( 32 vph)entering and 74%( 90 vph)exiting. WEEKDAY EVENING PEAK HOUR OF ADJACENT STREET TRAFFIC T= 0.44*X T=0.44* 338 T= 148.72• T= 149 vehicle trips with 61%( 91 vph)entering and 39%( 58 vph)exiting. ' SATURDAY DAILY T=4.91*X 1 T=4.91* 338 T= 1659.58 T= 1,660 vehicle trips ' with 50%( 830 vpd)entering and 50%( 830 vpd)exiting. ' SATURDAY MIDDAY PEAK HOUR OF GENERATOR T= 0.44*X T= 0.44* 338 T= 148.72 T= 149 vehicle trips with 49%( 73 vph)entering and 51%( 76 vph)exiting. 1 LUC 221 (Avg. Rates).xis Institute of Transportation Engineers(TTE)loth Edition Land Use Code(LUC)820-Shopping Center Average Vehicle Trips Ends vs: 1,000 Sq.Feet Gross Leasable Area Independent Variable(X): 4.320 Summary , Pass-By: 0.34 Weekday AVERAGE WEEKDAY DAILY Pass-By: 0.26 Saturday T=37.75*(X) Total Pas-By Net New T=37.75* 4.32 AM T=163.08 In 2 1 1 T=164 vehicle trips Out 2 1 1 ' with 50%( 82 vpd)entering and 50%( 82 vpd)exiting. Total 4 2 2 PM WEEKDAY MORNING PEAK HOUR OF ADJACENT STREET TRAFFIC In 8 3 5 ' T=0.94*(X) Out 8 3 5 T=0.94* 4.32 Total 16 6 10 T=4.06 T=4 vehicle trips Sat ' with 62%( 2 vph)entering and 38%( 2 vph)exiting. In 10 2 8 Out 9 2 7 Total 19 4 15 WEEKDAY EVENING PEAK HOUR OF ADJACENT STREET TRAFFIC T=3.81*(X) Daily T=3.81* 4.32 In 82 28 54 T=16.46 Out 82 28 54 , T= 16 vehicle trips Total 164 56 108 with 48%( 8 vph)entering and 52%( 8 vph)exiting. Sat Daily In 100 26 74 SATURDAY DAILY Out 100 26 74 T=46.12*(X) Total 200 52 1 148 T=46.12* 4.32 T= 199.24 T=200 vehicle trips with 50%( 100 vpd)entering and 50%( 100 vpd)exiting. SATURDAY MIDDAY PEAK HOUR OF GENERATOR T=4.50*(X) T=4.50* 4.32 T= 19.44 T=19 vehicle trips with 52%( 10 vph)entering and 48%( 9 vph)exiting. LUC 820 SF(Avg Rates).xls 1 1 1 1 ' o Trip Distribution 1 1 1 1 1 1 1 1 1 Number % To/From Routes Highland Avenue: Highland Avenue Swar 1pscott Road ' Marlborough Road Total nnco (East) (Vilest) (Souttj (North) Salem city 6,598 29.9% 6 0` o o 0 Boston city 3,117 14.1% r.; or.:; o0.00 4. o Peabody city 1,959 8.9% 500/c 4.4%" 00% 0.0%:.':. 50% 4:4% 8.9% Danvers town 1,397 6.3% 75/0 0 4:7% 6.3% Lynn City 1,322 6.0% 0 0%:;: 1000 :`6 0% 0.0% 0.0%. ::_: 6.0% Beverly city 1,295 5.9% 50% 2.9% 0.0%. 0 0% 50% 2::9% .:': 5.9% Marblehead town 442 2.0% 50% - 1:0%'` 0.0% :5 1.0% ` 0:0% ::' 2.0% Cambridge city 406 1.8% 0.0%>` 66% .` 0.0% 34% . '0:6% 1.8% Swampscott town 327 1.5% 0.0%'`' 100% 1.5%.: 0.0% . ' 0 0% :' 1.5% Burlington town 250 1.1% Woburn city 246 1.1% 0.0%; 0 0% :: :0 0% :100% 1.1% Ipswich town 238 1.1% 50% :: 0:5%'' 0.0% - 0 0% Wakefield town 234 1.1% 0.0%' 50% "0.5% 0.0%:, 50% 0`_51/o 1.1% Haverhill city 196 0.9% 0s0% 0,0% 0.0% :'1.00% ;0.i:9% 0.9% Gloucester city 192 0.9% 0.0% 50% 0:4% .: 0.9% Andover town 183 0.8% := =100% .'0.8% 0.8% Saugus town 179 0.8% 0.0% 100% >0,8% %:O 0% 0 0%: 0.8% Chelsea city 168 0.8% , 0 0%'= 100% 0 8%. 0 0% ',::. 0.:0% ': 0.8% Lawrence city 142 0.6% 0 0%:: 0 0%:' ";0.0% 100% 0:6% !:: 0.6% Stoneham town f 142 0.6% 0 0%;:'. "50% ::0.3% 0 0% 50% 0:3% 0.6% Malden city 137 0.6% 0 0% 50% 0 3%:i 0:0% 50% -:0:3% 0.6% North Reading town 137 0.6% 0`0%: 0 0% '.`% 0 0%:: 100% 0:6% 0.6% Middleton town 131 0.6% 0`0% 0.0% 0 0% 100% ::0:6% 0.6% Lexington town 1141 0.5% :0:0'/o:i. 0 00/:.' :0 0%".: 100% : 0:5% 0.5% Somerville city 112 0.5% 0:0% 66% 0.3% 0.0% 34% -' 0.2% 0.5% Revere city 104 0.5% ;r-:0.0% 100% 0 5% : 0.0% 0:0%:::::: 0.5% Everett city 102 0.5% , •.:;= 0:0% 100% 0:5%.: 0.0% 0:0% 0.5% Waltham city 101 0.5% 0.0% 0.0%:.` 0 0% 100% . 05% :i' 0.5% Newton city 89 0.4% 0.0%<` 66% '`0.3% 0 0% 34% 01% 0.4% Reading town 89 0.4% 0.0%':' 0 0% °'0 0% 100% 0i4% :` 0.4% Boxford town 79 0.4% 0:0%` 25% '::0 1% 0 0% 75% 03% 0.4% sub Total 20,228 91.6% - 34:8% 30i1% 4:0% 22i6%: 91.6% Other 1,861 8.4% 1 0% 5.0% 0!4% 2:0% 8.4% Total 22,089 100% 36% 35% 4% 25% 100.0% SAY 35% 35% SAY 5% : 25% 100% 1 1 I 1 ' o Capacity Analysis I 1 1 1 1 1 LEVEL OF SERVICE METHODOLOGY Capacity analysis of intersections is developed using the Synchro® computer software, ' which implements the methods of the 2010 Highway Capacity Manual (HCM). The resulting analysis presents a level-of-service (LOS) designation for individual intersection movements and (for signalized intersections)for the entire intersection.The ' LOS is a letter designation that provides a qualitative measure of operating conditions based on several factors including roadway geometry, speeds, ambient traffic volumes, traffic controls, and driver characteristics.Since the LOS of a traffic facility is a function ' of the traffic flows placed upon it, such a facility may operate at a wide range of LOS, depending on the time of day, day of week, or period of year. A range of six levels of service are defined on the basis of average delay, ranging from LOS A (the least delay) ' to LOS F (delays greater than 50 seconds for unsignalized movements, and greater than 80 seconds for signalized movements). ' Signalized Intersection Performance Measures The six LOS designations for signalized intersections may be described as follows: • LOS A describes operations with low control delay;most vehicles do not stop at all. • LOS B describes operations with relatively low control delay. However, more vehicles stop than LOS A. • LOS C describes operations with higher control delays. Individual cycle failures may begin to appear. The number of vehicles stopping is significant at this level, ' although many still pass through the intersection without stopping. • LOS D describes operations with control delay in the range where the influence of congestion becomes more noticeable. Many vehicles stop and individual cycle ' failures are noticeable. • LOS E describes operations with high control delay values. Individual cycle ' failures are frequent occurrences. • LOS F describes operations with high control delay values that often occur with ' over-saturation. Poor progression and long cycle lengths may also be major contributing causes to such delay levels. t . The LOS for signalized intersections are calculated using the operational analysis ' gr' g P Y methodology of the 2010 Highway Capacity Manual.' This method assesses the effects of signal type, timing, phasing, and progression; vehicle mix; and geometrics on delay. , LOS designations are based on the criterion of control or signal delay per vehicle. � � Y Control or signal delay is a measure of driver discomfort, frustration, and fuel consumption, and includes initial deceleration delay approaching the traffic signal, ' queue move-up time, stopped delay and final acceleration delay. Table Al summarizes the relationship between LOS and control delay. The tabulated control delay criterion may be applied in assigning LOS designations to individual lane groups, to individual ' intersection approaches,or to entire intersections. Table Al ' LEVEL-OF-SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS' , Level of Service Control(Signal)Delay per Vehicle , (seconds per vehicle) v/c<_1 v/c>1 <10.0 A F , 10.1 to 20.0 B F 20.1 to 35.0 C F 35.1 to 55.0 D F ' 55.1 to 80.0 E F >80.0 F F 'Source:Highway Capacity Manual 2010,Transportation Research Board;Washington,DC; , 2010. i 'Highway Capacity Manual 2010;Transportation Research Board;Washington,DC;2010. ' 1 � Unsignalized Intersection Performance Measures The six LOS designations for unsignalized intersections may be described as follows: • LOS A represents a condition with little or no control delay to minor street traffic. P Y ' • LOS B represents a condition with short control delays to minor street traffic. • LOS C represents a condition with average control delays to minor street traffic. ' • LOS D represents a condition with long control delays to minor street traffic. • LOS E represents operating conditions at or near capacity level, with very long ' control delays to minor street traffic. • LOS F represents a. condition where minor street demand volume exceeds ' capacity of an approach lane,with extreme control delays resulting. The LOS designations of unsignalized intersections are determined by application of a procedure described in the 2010 Highway Capacity Manual.z LOS is measured in terms of average control delay. Mathematically, control delay is a function of the capacity and degree of saturation of the lane group and/or approach under .study and is a ' quantification of motorist delay associated with traffic control devices such as traffic signals and STOP signs. Control delay includes the effects of initial deceleration delay approaching a STOP sign, stopped delay, queue move-up time, and final acceleration ' delay from a stopped condition. Definitions for LOS at unsignalized intersections are also given in the Highway Capacity Manual 2010. Table A2 summarizes the relationship between LOS and average control delay. ' Table A2 LEVEL-OF-SERVICE CRITERIA FOR ' UNSIGNALIZED INTERSECTIONS' Level of Service ' Average Control Delay j (seconds per vehicle) v/c<_1 v/c>1 ' <10.0 A F 10.1 to 15.0 B F 15.1 to 25.0 C F ' 25.1 to 35.0 D F 35.1 to 50.0 E F >50.0 F F ' 'Source:Highway Capacity Manual 2010,Transportation Research Board;Washington,DC; 2010. t Z ibid Lanes, Volumes, Timings 2019 Baseline Condition ' 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ' Lane Configurations Vi tt if Vi tt r I *T r *T r Volume(vph) 426 618 146 93 579 139 80 210 47 119 111 563 ' Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 13 12 12 13 12 12 12 12 12 12 Storage Length(ft) 355 135 215 230 300 300 0 110 Storage Lanes 1 1 1 1 1 1 0 1 ' Taper Length(ft) 25 25 25 25 Lane Util.Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 ' Flt Protected 0.950 0.950 0.950 0.998 0.975 Satd.Flow(prot) 1752 3471 1652 1656 3505 1605 1681 1733 1553 0 1808 1568 Flt Permitted 0.950 0.950 0.154 0.524 0.716 ' Satd.Flow(perm) 1752 3471 1652 1656 3505 1605 273 910 1553 0 1327 1568 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 143 185 240 440 Link Speed(mph) 35 35 30 30 , Link Distance(ft) 825 1800 1550 1000 Travel Time(s) 16.1 35.1 35.2 22.7 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 ' Heavy Vehicles(%) 3% 4% 1% 9% 3% 4% 2% 4% 4% 2% 3% 3% Adj.Flow(vph) 444 644 152 97 603 145 83 219 49 124 116 586 Shared Lane Traffic(%) 10% Lane Group Flow(vph) 444 644 152 97 603 145 75 227 49 0 240 586 , Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left. Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 ' Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 , Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1. 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right ' Leading Detector(ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex , Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 ' Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type Prot NA Perm Prot NA Perm Perm NA Free Perm NA pt+ov , Protected Phases 5 2 1 6 3 4 45 G:1Projects11055-Salem(Overlook Acres)1Synchrol1055 Baseline AM.syn ' MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2019 Baseline Condition ' 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 6 3 Free 4 ' Detector Phase 5 2 2 1 6 6 3 3 4 4 45 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 ' Minimum Split(s) 12.5 16.0 16.0 12.0 16.0 16.0 12.0 12.0 11.5 11.5 Total Split(s) 24.0 33.0 33.0 13.0 22.0 22.0 31.0 31.0 23.0 23.0 Total Split(%) 24.0% 33.0% 33.0% 13.0% 22.0% 22.0% 31.0% 31.0% 23.0% 23.0% Maximum Green(s) 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 ' Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5:0 5.0 5.0 5.0 5.0 5.0 ' Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 ' Recall Mode None C-Max C-Max None C-Max C-Max None None None None Act Effct Green(s) 19.0 28.1 28.1 7.9 17.0 17.0 26.0 26.0 100.0 18.0 42.0 Actuated g/C Ratio 0.19 0.28 0.28 0.08 0.17 0.17 0.26 0.26 1.00 0.18 0.42 v/c Ratio 1.34 0.66 0.27 0.75 1.01 0.34 1.07 0.96 0.03 1.01 0.64 ' Control Delay 196.9 17.4 3.5 78.4 82.5 4.8 168.6 88.3 0.0 103.2 9.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 196.9 17.4 3.5 78.4 82.5 4.8 168.6 88.3 0.0 103.2 9.1 ' LOS F B A E F A F F A F • A Approach Delay 79.9 68.7 93.1 36.5 Approach LOS E E F D 90th%ile Green(s) 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 ' 90th%ile Term Code Max Coord Coord Max Coord Coord Max Max Max Max 70th%ile Green(s) 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 70th%ile Term Code Max Coord Coord Max Coord Coord Max Max Max Max ' 50th%ile Green(s) 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 50th%ile Term Code Max Coord Coord Max Coord Coord Max Max Max Max 30th%ile Green(s) 19.0 .28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 30th%ile Term Code Max Coord Coord Max Coord Coord Max Max Max Max ' 10th%ile Green(s) 19.0 28.6 28.6 7.4 . 17.0 17.0 26.0 26.0 18.0 18.0 10th%ile Term Code Max Coord Coord Gap Coord Coord Max Max Max Max Queue Length 50th(ft) -351 193 0 62 --207 0 --55 150 0 -156 58 Queue Length 95th(ft) #548 166 m21 #145 #325 29 #152 #308 0 #313 173 ' Internal Link Dist(ft) 745 1720 1470 920 Turn Bay Length(ft) 355 135 215 230 300 300 110 Base Capacity(vph) 332 975 567 132 595 426 70 236 1553 238 913 ' Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 -0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.34 0.66 0.27 0.73 1.01 0.34 1.07 0.96 0.03 1.01 0.64 Intersection Summary Area Type: Other ' Cycle Length:100 Actuated Cycle Length:100 G:\Projects\1055-Salem(Overlook Acres)\Synchr61055 Baseline AM.syn ' MDM Transportation Consultants,Inc. Lanes, Volumes, Timings, 2019 Baseline Condition ' 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour Offset:0(0%),Referenced to phase 2:EBT and 6:WBT,Start of Yellow,Master Intersection Natural Cycle: 110 ' Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.34 Intersection Signal Delay:67A Intersection LOS:E , Intersection Capacity Utilization 79.8% ICU Level of Service D Analysis Period(min)15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. ' # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. ' Splits and Phases: 1:Traders Way/Marlborough Road&Highland Avenue >�al 2 .9403 4%1104 W All!III I MINE 11 1111 ISM NMI', 05 06 G:1Projects11055-Salem(Overlook Acres)ISynchro11055 Baseline AM.syn MDMTransportation Consultants, Inc. ' t Lanes, Volumes, Timings 2019 Baseline Condition 2: Swampscott Road & Highland Avenue Weekday Morning Peak Hour ' Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations tt r A tt r ' Volume(vph) 994 148 2 325 856 116. 214 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 13 12 12 12 13 13 Grade(%) 0% 15% 0% Storage Length(ft) 350 250 200 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 ' Lane Util.Factor 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd.Flow(prot) 3539 1503 0 1606 3242 1865 1605 ' At Permitted 0.950 0.950 Satd.Flow(perm) 3539 1503 0 1606 3242 1865 1605 Right Turn on Red Yes Yes Satd.Flow(RTOR) 153 235 Link Speed(mph) 35 35 30 Link Distance(ft) 1400 825 562 Travel Time(s) 27.3 16.1 12.8 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles(%) 2% 11% 0% 4% 3% 0% - 4% Adj.Flow(vph) 1092 163 2 357 941 127 235 ' Shared Lane Traffic(%) Lane Group Flow(vph) 1092 163 0 359 941 127 235 Enter Blocked Intersection No No No No No No No ' Lane Alignment Left Right R NA Left Left Left Right Median Width(ft) 12 12 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.96 1.11 1.11 1.11 0.96 0.96 Turning Speed(mph) 9 9 15 15 9 ' Number of Detectors 2 1 1 1 2 1 1 Detector Template Thru Right Left Left Thru Left Right Leading Detector(ft) 100 20 20 20 100 20 20 Trailing Detector(ft) 0 0 0 0 0 0 0 ' Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 20 6 20 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel ' Detector 2 Extend(s) 0.0 0.0 Turn Type NA Free Prot Prot NA Prot Prot G:IProjects11055-Salem(Overlook Acres)1Synchro11055 Baseline AM.syn MDM Transportation Consultants,Inc. i Lanes, Volumes, Timings 2019 Baseline Condition ' 2: Swampscott Road & Highland Avenue Weekday Morning Peak Hour Lane Group EBT EBR WBU WBL WBT NBL NBR ' Protected Phases 2 1 1 6 3 3 Permitted Phases Free Detector Phase 2 1 1 6 3 3 ' Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 6.0 Minimum Split(s) 15.0 12.5 12.5 15.0 12.5 12.5 Total Split(s) 45.0 36.0 36.0 81.0 19.0 19.0 Total Split(%) 45.0% 36.0% 36.0% 81.0% 19.0% 19.0% Maximum Green(s) 40.0 31.0 31.0 76.0 14.0 14.0 ' Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max None None C-Max None None Act Effct Green(s) 47.0 100.0 26.4 78.5 11.5 11.5 Actuated g/C Ratio 0.47 1.00 0.26 0.78 0.12 0.12 v/c Ratio 0.66 0.11 0.85 0.37 0.59 0.60 Control Delay 18.6 0.1 .37.4 5.9 53.0 12.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.6 0.1 37.4 5.9 53.0 12.2 t LOS B A D A D B Approach Delay 16.2 14.6 26.5 Approach LOS B B C 90th%ile Green(s) 40.0 31.0 31.0 76.0 14.0 14.0 90th%ile Term Code Coord Max Max Coord Max Max 70th%ile Green(s) 40.2 30.9 30.9 76.1 13.9 13.9 70th%ile Term Code' Coord GapGap Coord Gap Gap P ' 50th%ile Green(s) 45.3 27.6 27.6 77.9 12.1 12.1 50th%ile Term Code Coord Gap Gap Coord Gap Gap 30th%ile Green(s) 50.8 24.0 24.0 79.8 10.2 10.2 30th%ile Term Code Coord Gap Gap Coord Gap Gap ' 10th%ile Green(s) 58.8 18.7 18.7 82.5 7.5 7.5 10th%ile Term Code Coord Gap Gap Coord Gap Gap Queue Length 50th(ft) 294 0 231 205 78 0 , Queue Length 95th(ft) 402 0 m274 m218 134 67 Internal Link Dist(ft) 1320 745 482 Turn Bay Length(ft) 350 250 200 Base Capacity(vph) 1663 1503 497 2543 261 426 , Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.66 0.11 0.72 0.37 0.49 0.55 Intersection Summary Area Type: Other Cycle Length"100 GAProjects11055-Salem(Overlook Acres)1Synchr61055 Baseline AM.syn MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2019 Baseline Condition 2: Swampscott Road & Highland Avenue Weekday Morning Peak Hour Actuated Cycle Length: 100 Offset:84(84%),Referenced to phase 2:EBT and 6:WBT,Start of Yellow Natural Cycle:60 Control Type:Actuated-Coordinated ' Maximum v/c Ratio:0.85 Intersection Signal Delay:16.8 Intersection LOS:B Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Split e s and Phases: 2:Swampscott Road&Highland Avenue' ts �*01 -'1'02 4N#03 sm 06 J GAPProjects11055-Salem(Overlook Acres)\Synchro\1055 Baseline AM.syn ' MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2019 Baseline Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour v. Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations A 0 A 0 4 Volume(vph) 9 1129 3 33 13 946 8 16 0 24 27 1 ' Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 130 0 120 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 Taper Length(ft) 25 25 25 25 Lane Util.Factor 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.920 0.977 Fit Protected 0.950 0.950 0.980 0.962 Satd.Flow(prot) 1805 3471 0 0 1729 3502 0 0 1673 0 0 1683 Fit Permitted 0.950 0.186 0.852 0.740 Satd.Flow(perm) 1805 3471 0 0 339 3502 0 0 1455 0 0 1295 Right Turn on Red Yes Yes Yes ' Satd.Flow(RTOR) 1 175 6 Link Speed(mph) 35 35 30 30 Link Distance(ft) 500 600 500 500 Travel Time(s) 9.7 11.7 11.4. 11.4 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 0% 4% 0% 0% 15% 3% 0% 0% 0% 4% 4% 0% Adj.Flow(vph) 9 1176 3 34 14 985 8 17 0 25 28 1 Shared Lane Traffic(%) Lane Group Flow(vph) 9 1179 0 0 48 993 0 0 42 0 0 35 Enter Blocked Intersection No No No No No No ~No No No No No No Lane Alignment Left Left Right R NA Left Left Right Left Left Right Left Left Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 9 15 9 15 9 15 Number of Detectors 1 2 1 1 2 1 2 1 2 Detector Template Left Thru Left Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type Prot NA pm+pt pm+pt NA Perm NA Perm NA Protected Phases 1 6 5 5 2 8 4 ' Permitted Phases 2 2 8 4 G:IProjects11055-Salem(Overlook Acres)1Synchro11055 Baseline AM.syn MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2019 Baseline Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour Lane Group SBR Lan4Configurations Volume(vph) 6 Ideal Flow(vphpl) 1900 Storage Length(ft) 0 Storage Lanes 0 Taper Length(ft) Lane Util.Factor 1.00 Frt Fit Protected Said.Flow(prot) 0 Fit Permitted Satd.Flow(perm) 0 ' Right Turn on Red Yes Said.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor 0.96 Heavy Vehicles(%) 17% Adj.Flow(vph) 6 Shared Lane Traffic(%) Lane Group Flow(vph) 0 Enter Blocked Intersection- No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed(mph) 9 Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) 1 Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases Permitted Phases G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline AM.syn MDM Transportation Consultants Inc. Lanes, Volumes, Timings 2019 Baseline Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Detector Phase 1 6 5 5 2 8 8 4 4 Switch Phase Minimum Initial(s) 6.0 10.0 6.0 6.0 10.0 6.0 6.0 6.0 6.0 Minimum Split(s) 12.5 15.5 13.0 13.0 15.5 11.5 11.5 11.5 11.5 Total Split(s) 15.0 60.0 20.0 20.0 65.0 20.0 20.0 20.0 20.0 Total Split(%) 15.0% 60.0% 20.0% 20.0% 65.0% 20.0% 20.0% 20.0% 20.0% Maximum Green(s) 8.5 54.5 13.0 13.0 59.5 14.5 14.5 14.5 14.5 Yellow Time(s) 4.0 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.5 5.5 7.0 5.5 5.5 5.5 Lead/Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extensions 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None C-Max None None None None Act Effct Green(s) 6.6 79.7 81.2 84.9 7.9 7.9 Actuated g/C Ratio 0.07 0.80 0.81 0.85 0.08 0.08 We Ratio 0.08 0.43 0.13 0.33 0.15 0.32 Control Delay 43.2 4.8 8.4 7.5 1.2 45.1 Queue Delay 0.0 0.0 0.0 0.0 '0.0 0.0 Total Delay 43.2 4.9 8.4 7.5 1.2 45.1 LOS D A A A A D Approach Delay 5.2 7.6 1.2 45.1 Approach LOS A A A D 90th%ile Green(s) 8.5 63.3 7.8 7.8 63.1 10.9 10.9 10.9 10.9 90th%ile Term Code Hold Coord Gap Gap Coord Hold Hold Gap Gap 70th We Green(s) 0.0 66.6 6.4 6.4 80.0 9.0 9.0 9.0 9.0 70th%ile Term Code Skip Coord Gap Gap Coord Hold Hold Gap Gap 50th%ile Green(s) 0.0 68.4 6.0 6.0 81.4' 7.6 7.6 7.6 7.6 50th%ile Term Code Skip Coord Min Min Coord Hold Hold Gap Gap 30th%ile Green(s) 0.0 94.5 0.0 0.0 94.5 0.0 0.0 0.0 0.0 30th%ile Term Code Skip Coord Skip Skip Coord Skip Skip Skip Skip . 10th%ile Green(s) 0.0 94.5 0.0 0.0 94.5 0.0 0.0 0.0 0.0 10th%ile Term Code Skip Coord Skip Skip Coord Skip Skip Skip Skip Queue Length 50th(ft) 6 98 11 117 0 18 i Queue Length 95th(ft) m15 113 m43 286 0 48 Internal Link Dist(ft) 420 520 420 420 Turn Bay Length(ft) 130 120 1j Base Capacity(vph) 153 2765 455 2973 360 .192 Starvation Cap Reductn 0 215 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vlc Ratio 0.06 0.46 0.11 0.33 0.12 0.18 Intersection Summary Area Type: Other - Cycle Length: 100 Actuated Cycle Length:100 Offset:40(40%),Referenced to phase 2:WBTL and 6:EBT,Start of Yellow G:1Project0055-Salem(Overlook Acres)1Synchro11055 Baseline AM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2019 Baseline Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour Lane Group SBR Detector Phase Switch Phase Minimum Initial(s) Minimum Split(s) Total Split(s) Total Split(%) Maximum Green(s) Yellow Time(s) All-Red Time(s) Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) Recall Mode Act Effct Green(s) �. Actuated g/C Ratio v/c Ratio Control Delay �. Queue Delay Total Delay LOS Approach Delay Approach LOS 90th%ile Green(s) 901h%ile Term Code 70th%ile Green(s) 70th%ile Term Code 50th%ile Green(s) 50th%ile Term Code 30th%ile Green(s) 30th%ile Term Code 10th%ile Green(s) 10th%ile Term Code » Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) } Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced We Ratio Intersection Summary y G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline AM,syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2019 Baseline Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour Natural Cycle:55 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.43 Intersection Signal Delay:6.8 Intersection LOS:A Intersection Capacity Utilization 52.4% ICU Level of Service A Analysis Period(min)15 m 'Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3:Barnes Road/Ravenna Avenue&Highland Avenue W02 �01 1g>04 gg 70S 4 08 l r G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline AM.syn MDM Transportation Consultants,Inc. �, Lanes, Volumes, Timings 2019 Baseline Condition 4: Highland Avenue & Olde Village Drive Weekday Morning Peak Hour 4-1 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations ft 0 r Volume(vph) 48 1074 919 50 56 20 , Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 160 0 0 130 Storage Lanes 1 0 1 1 Taper Length(ft) 25 25 Lane Util.Factor 1.00 0.95 0.95 0.95 1.00 1.00 Fri: 0.992 0.850 Fit Protected 0.950 0.950 Satd.Flow(prot) 1736 3471 3352 0 1736 1538 Fit Permitted 0.950 0.950 Satd.Flow(perm) 1736 3471 3352 0 1736 1538 Right Turn on Red Yes Yes Satd.Flow(RTOR) 7 21 Link Speed(mph) 35 35 30 Link Distance(ft) 500 500 500 Travel Time(s) 9.7 9.7 11.4 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles(%) 4% 4% 7% 4% 4% 5% Adj.Flow(vph) 51 1143 978 53 60 21 Shared Lane Traffic(%) Lane Group Flow(vph) 51 1143 1031 0 60 21 . Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 2 2 1 1 Detector Template Left Thru Thru Left Right Leading Detector(ft) 20 100 100 20 20 Trailing Detector(ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type Prot NA NA Prot pt+ov Protected Phases 1 6 2 4 14 Permitted Phases 1 G:1Prcjects11055-Salem(Overlook Acres)ISynchro11055 Baseline AM.syn MDM Transportation Consultants,Inc. i Lanes, Volumes, Timings 2019 Baseline Condition 4: Highland Avenue & Olde Village Drive Weekday Morning Peak Hour Lane Group EBL EBT WBT WBR SBL SBR Detector Phase 1 6 2 4 14 Switch Phase Minimum Initial(s) 6.0 10.0 10.0 6.0 Minimum Split(s) 12.5 15.5 15.5 11.5 Total Split(s) 20.0 70.0 50.0 30.0 Total Split(%) 20.0% 70.0% 50.0% 30.0% Maximum Green(s) 13.5 64.5 44.5 24.5 Yellow Time(s) 4.0 4.5 4.5 3.0 All-Red Time(s) 2.5 1.0 1.0 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.5 5.5 5.5 5.5 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max None Act Effct Green(s) 12.0 83.5 67.5 8.9 25.1 Actuated g/C Ratio 0.12 0.84 0.68 0.09 0.25 v/c Ratio 0.25 0.39 0.46 0.39 0.05 Control Delay 41.9 3.3 10.6 49.4 10.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 41.9 3.3 10.7 49.4 10.3 LOS D A B D B Approach Delay 5.0 10.7 39.3 Approach LOS A B D 90th%ile Green(s) 13.5 76.8 56.8 12.2 90th%ile Term Code Hold Coord Coord Gap 70th%ile Green(s) 13.5 78.8 58.8 10.2 70th%ile Term Code Hold Coord Coord Gap 50th%ile Green(s) 13.5 80.2 60.2 8.8 50th%ile Term Code Hold Coord Coord Gap 30th%ile Green(s) 13.5 81.5 61.5 7.5 30th%ile Term Code Hold Coord Coord Gap 10th%ile Green(s) 0.0 94.5 94.5 0.0 10th%ile Term Code Skip Coord Coord Skip Queue Length 50th(ft) 29 86 256 37 0 Queue Length 95th(ft) 65 135 28 75 17 Internal Link Dist(ft) 420 420 420 Turn Bay Length(ft) 160 ' 130 Base Capacity(vph) 234 2896 2263 425 680 Starvation Cap Reductn 0 0 165 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Ca Reductn 0 0 0 0 0 P Reduced v/c Ratio 0.22 0.39 0.49 0.14 0.03 Intersection Summary Area Type: Other Cycle Length:100 Actuated Cycle Length:100 Offset:44(44%),Referenced to phase 2:WBT and 6:EBT,Start of Yellow G:1Projects11055-Salem(Overlook Acres)1Synchr61055 Baseline AM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2019 Baseline Condition 4: Highland Avenue & Olde Village Drive Weekday Morning Peak Hour Natural Cycle:50 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.46 Intersection Signal Delay:8.7 Intersection LOS:A Intersection Capacity Utilization 51.6% ICU Level of Service A Analysis Period(min)15 Splits and Phases: 4:Highland Avenue&Olde Village Drive i- �/ 02 01 1111�04 t it it 1 , i I i G:1Projects11055-Salem(Overlook Acres)ISynchro11055 Baseline AM.syn MDM Transportation Consultants, Inc. HCM 2010 TWSC 2019 Baseline Condition 5: Cedar Road & Highland Avenue Weekday Morning Peak Hour Intersection Int Delay,s/veh 0 Movement EBT EBR WBL WBT NBL NBR Vol,veh/h 1213 0 0 1000 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - - - - 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0. 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles,% 4 0 0 3 0 0 Mvmt Flow 1264 0 0 1042 0 0 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1264 0 1785 632 Stage 1 - - - - 1264 - Stage 2 - - _ 521 Critical Hdwy - - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 5.8 Critical Hdwy Stg 2 - - - 5.8 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 557 - 74 428 Stage 1 - - - - 233 - Stage 2 - - - - 566 - Platoon blocked,% - - Mov Cap-1 Maneuver - - 557 - 74 428 Mov Cap-2 Maneuver - - - - 74 - Stage 1 - - - - 233 - Stage 2 - - - - 566 - Approach EB WB NB HCM Control Delay,s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity(veh/h) - - - 557 - HCM Lane WC Ratio - - - - - HCM Control Delay(s) 0 - - 0 - HCM Lane LOS A - - A - HCM 95th%tile Q(veh) - - - 0 - n G:IProjects11055-Salem(Overlook Acres)1Synchro11055 Baseline AM.s y MDM Transportation Consultants, Inc. MOVEMENT SUMMARY ® Site: 1066 Existing AM -Swampscott at 1St Swampscott Road at 1st Street Roundabout Movement Performance-Vehicles �; a •B B- • • B-• ,e- - • e !� - •• - .•_ South Swampscott Road 1 L2 24 0.0 0.470 9.1 LOS A 3.2 23.2 0.28 0.52 47.3 ; 2 T1 276 6.0 0.470 5.6 LOS A 3.2 23.2 0.28 0.52 49.3 3 R2 362 5.0 0.470 5.6 LOS A 3.2 23.2 0.28 0.52 47.2 Approach 662 5.2 0.470 5.7 LOS A 3.2 23.2 0.28 0.52 48.0 4 L2 1911 4.0 0.242 10.7 LOS B 1.0 7.0 0.39 0.72 43.91 5 T1 7 0.0 0.242 7.1 LOS A 1.0 7.0 0.39 0.72 45.2 6 R2 _ 32 0.0 _ 0.242 7.0 LOS A 1.0 7.0 _0.39 0.72 42.6 Approach 237 3.3 0.242 10.1 LOS B 1.0 7.0 v 0.39 0.72 43.8 North,Swampscott.Road 7 L2 50 12.0 0.497 7.6 LOS A 3.2 23.8 0.53 0.54 45.2 8 T1 418 8.0 0.497 4.0 LOS A 3.2 23.8 0.53 0.54 39.3 � 9 R2 __ 28, 0.0 0.497 _ 4.3 LOS A 3.2 23.8 0.53 0.54 48.5 Approach 496 7.9 0.497 4.4 LOS A 3.2 23.8 0.53 0.54 40.0 1 West.Plaia DnvewaY .,.., . . 10 L2 13 8.0 0.048 12.4 LOS B 0.3 2.0 0.68 0.70 49.7 11 T1 12 0.0 0.048 8.4 LOS A 0.3 2.0 0.68 0.70 51.0 12 R2 11 10.0 0.048 8.8 LOS A 0.3 2.0 0.68 0.70 52.2 Approach 35 5.9 0.048 10.0 LOS A 0.3 2.0 0.68 0.70 51.1 All Vehicles 1431 5 9 0 497 61 LOS,A 3 2 23 8 U 39 0 56; 44 4 Level of Service(LOS)Method:Delay&v/c(HCM 2010). Roundabout LOS Method:SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement LOS F will result if v/c>1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model:SIDRA Standard. SIDRA Standard Delay Model is used.Control Delay includes Geometric Delay. Gap-Acceptance Capacity:SIDRA Standard(Akgelik M3D). HV(%)values are calculated forAll Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 1 Copyright 0 2000-2015 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:MDM TRANSPORTATION CONSULTANTS I Processed:Monday,January 27,2020 2:12:37 PM Project: G:\Projects\1055-Salem(Overlook Acres)\Synchro\Sidra-Roundabout\1055 Existing AM-Swampscott at 1SLsip6 1 I Lanes, Volumes, Timings 2019 Baseline Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations A tt r tt r 4 r FT Volume(vph) 1 405 563 227 174 771 202 165 187 75 93 185 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 12 13 12 12 .13 12 12 12. 12 12 Storage Length(ft) 355 135 215 230 300 300 0 Storage Lanes 1 1 1 1 1 1 0 Taper Length(ft) 25 25 25 25 Lane Uhl.Factor 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Fit Protected 0.950 0.950 C 0.950 0.996 0.984 Satd.Flow(prot) 0 1770 3505 1669 1805 3539 1652 1681 1779 1538 0 1845 Fit Permitted 0.364 0.950 0.190 0.389 0.803 Said.Flow(perm) 0 678 3505 1669 1805 3539 1652 336 695 1538 0 1506 Right Turn on Red Yes Yes Yes Said.Flow(RTOR) 234 208 232 Link Speed(mph) 30 30 30 30 I Link Distance(ft) 825 900 775 1000 ty. Travel Time(s) 18.8 20.5 .17.6 22.7 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles(%) 0% 2% 3% 0% 0% 2% 1% 2% 1% 5% 0% 2% Adj.Flow(vph) 1 418 580 234 179 795 208 170 193 77 96 191 Shared Lane Traffic(%) 10% Lane Group Flow(vph) 0 419 580 234 179 795 208 153 210 77 0 287 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment g RNA Left Left Right Left Left Right Left Left Right Left Left Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 0.96 1.00 . 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 9 15 9 15 9 15 9 15 Number of Detectors 1 1 2 1 1 2 1 1 2 1 1 2 Detector Template Left Left Thru Right Left Thru Right Left Thru Right Left Thru Leading Detector(ft) 20 20 100 20 20 100 20 20 100 20 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 6 20 20 6 20 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex �. Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type custom Prot NA Perm Prot NA Perm Perm NA Free Perm NA Protected Phases 5 2 1 6 3 4 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline PM.syn MDM Transportation Consultants, Inc. 1 Lanes, Volumes, Timings 2019 Baseline Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour Lane Group SBR Lan4onfigurations r Volume(vph) 484 Ideal Flow(vphpl) 1900 Lane Width(ft) 12 Storage Length(ft) 110 Storage Lanes 1 Taper Length(ft) Lane Util.Factor 1.00 Frt 0.850 Flt.Protected Satd.Flow(prot) 1599 Flt Permitted Satd.Flow(perm) 1599 Right Turn on Red Yes Satd.Flow(RTOR) 271 Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor 0.97 Heavy Vehicles(%) 1% _ Adj.Flow(vph) 499 Shared Lane Traffic(%) Lane Group Flow(vph) 499 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed(mph) 9 'Number of Detectors 1 Detector Template Right Leading Detector(ft) 20 Trailing Detector(ft) 0 Detector 1 Position(ft) 0 1 Detector 1 Size(ft) 20 Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 Detector 1 Delay(s) 0.0 Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type pt+ov Protected Phases 451 G:IProjects11055-Salem(Overlook Acres)1Synchro11055 Baseline PM.syn MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2019 Baseline Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT �= Permitted Phases 5! 2 6 3 Free 4 Detector Phase 5 5 2 2 1 6 6 3 3 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Minimum Split(s) 12.5 12.5 15.5 15.5 12.0 15.5 15.5 12.0 12.0 11.5 11.5 Total Split(s) 16.0 16.0 24.0 24.0 13.0 21.0 21.0 26.0 26.0 17.0 17.0 Total Split(%) 20.0% 20.0% 30.0% 30.0% 16.3% 26.3% 26.3% 32.5% 32.5% 21.3% 21.3% Maximum Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lead Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes P Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max C-Max None C-Max C-Max None None None None Act Effct Green(s) 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 80.0 12.d Actuated g/C Ratio 0.14 0.24 0.24 0.10 0.20 0.20 0.26 0.26 1.00 0.15 v/c Ratio 4.51 0.70 0.41 0.99 1.12 0.42 1.74 1.15 0.05 1.28 Control Delay 1607.9 23.0 9.1 105.6 105.5 7.2 400.3 145.8 0.1 185.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 1607.9 23.0 9.1 105.6 105.5 7.2 400.3 145.8 0.1 185.9 LOS F C A F F A F F A F Approach Delay 558.9 88.2 208.8 77.5 Approach LOS F F I F E 90th%Ile Green(s) 11.0 11.0 ' 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 90th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 70th%Ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 I 70th%le Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 50th%Ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 50th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 30th%Ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 30th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 10th%Ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 10th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max Queue Length 50th(ft) -353 155 60 91 -245 0 -121 -132 0 �184 Queue Length 95th(ft) #522 213 122 #215 #356 53 #240 #268 0 #332 Internal Link Dist(ft) 745 820 695 920 Turn Bay Length(ft) 355 135 215 230 300 300 Base Capacity(vph) 93 832 574 180 707 496 88 182 1538 225 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 4.51 0.70 0.41 0.99 1.12 0.42 1.74 1.15 0.05 1.28 � Intersection Summary Area Type: Other Cycle Length:80 - Actuated Cycle Length:80 G:\Projects\1055-Salem(Overlook Acres)\Synchro\l055 Baseline PM.syn MDM Transportation Consultants,Inc. 1 Lanes, Volumes, Timings 2019 Baseline Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour 1 Lane Group SBR Permitted Phases Detector Phase 4 5 Switch Phase Minimum Initial(s) Minimum Split(s) Total Split(s) Total Split(%) Maximum Green(s) Yellow Time(s) All-Red Time(s) Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) Recall Mode Act Effct Green(s) 28.0 Actuated g/C Ratio 0.35 v/c Ratio 0.68 Control Delay 15.1 Queue Delay 0.0 Total Delay 15.1 LOS B Approach Delay Approach LOS 90th%ile Green(s) 90th%ile Term Code 70th%ile Green(s) 70th%ile Term Code 50th%ile Green(s) �1 50th%ile Term Code 30th%ile Green(s) 30th%ile Term Code 10th%ile Green(s) ' • 10th%ile Term Code Queue Length 50th(ft) 89 Queue Length 95th(ft) 201 Internal Link Dist(ft) Turn Bay Length(ft) 110 Base Capacity(vph) 735 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced We Ratio 0.68 Intersection Summary I G:\Projects\1055-Salem(Overlook Acres)\Synchro\1055 Baseline PM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2019 Baseline Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour Offset:0(0%),Referenced to phase 2:EBT and 6:WBT,Start of Yellow,Master Intersection Natural Cycle:55 Control Type:Actuated-Coordinated Maximum v/c Ratio:4.51 Intersection Signal Delay:259.9 Intersection LOS:F Intersection Capacity Utilization 1003% ICU Level of Service G Analysis Period(min)15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. ! Phase conflict between lane groups. Splits and Phases: 1:Traders Way/Marlborough Road&Hi hland Avenue P9 ar N� • pl ��12' �03 4 q4 � 05 06 G:1Projects11055-Salem(Overlook Acres)ISynchro11055 Baseline PM.syn MDM Transportation Consultants,Inc. ` r Lanes, Volumes, Timings 2019 Baseline Condition t 2: Swampscott Road & Highland Avenue Weekday Evening Peak Hour 4% Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations tt r ++ r Volume(vph) 949 178 1 383 1062 138 231 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 13 12 12 12 13 13 Grade(%) 0% 15% 0% Storage Length(ft) 350 250 200 0 Storage Lanes 1 1 - 1 1 Taper Length(ft) 25 25 Lane Util.Factor 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd.Flow(prot) 3574 1652 0 1670 3274 1829 1620 Flt Permitted 0.950 0.950 Satd.Flow(perm) 3574 1652 0 1670 3274 1829 1620 Right Turn on Red Yes Yes Satd.Flow(RTOR) 185 241 Link Speed(mph) 30 30 30 Link Distance(ft) 1400 825 562 Travel Time(s) 31.8 18.8 12.8 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 1% 1% 0% 0% 2% 2% 3% Adj.Flow(vph) 989 185 1 399 1106 144 241 Shared Lane Traffic(%) Lane Group Flow(vph) 989 185 0 400 1106 144 241 Enter Blocked Intersection No No No No No No No Lane Alignment Left Right R NA Left Left Left Right Median Width(ft) 12 12 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane �I Headway Factor . 1.00 0.96 1.11 1.11 1.11 0.96 0.96 Turning Speed(mph) 9 9 15 15 9 Number of Detectors 2 1 1 1 2 1 1 Detector Template Thru Right Left Left Thru Left Right Leading Detector(ft) 100 20 20 20 100 20 20 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 20 6 20 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) .94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type NA Free Prot Prot NA Prot Prot ' GAProjects\1055-Salem(Overlook Acres)\Synchro\1055 Baseline PM.syn MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2019 Baseline Condition 2: Swampscott Road & Highland Avenue Weekday Evening Peak Hour , Lane Group EBT EBR WBU WBL WBT NBL NBR Protected Phases 2 1 1 6 3 3 Permitted Phases Free Detector Phase 2 1 1 6 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 6.0 Minimum Split(s) 15.0 12.5 12.5 15.0 12.5 12.5 Total Split(s) 38.5 27.1 27.1 65.6 14.4 14.4 Total Split(%) 48.1% 33.9% 33.9% 82.0% 18.0% 18.0% Maximum Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max None None C-Max None None Act Effct Green(s) 34.7 80.0 21.3 61.0 9.0 9.0 Actuated g/C Ratio 0.43 1.00 0.27 0.76 0.11 0.11 v/c Ratio 0.64 0.11 0.90 0.44 .0.70 0.61 Control Delay 13.0 0.1 26.7 2.3 63.6 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.0 0.1 26.7 2.3 53.6 12.1 LOS B A C A D B Approach Delay 11.0 8.8 27.6 Approach LOS B A C 90th%ile Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 90th%ile Term Code Coord Max Max Coord Max Max 70th%ile Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 70th%ile Term Code Coord Max Max Coord Max Max 50th%ile Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 50th%ile Term Code . Coord Max Max Coord Max Max 30th%ile Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 30th%ile Term Code Coord Max Max Coord Max Max 10th%ile Green(s) 39.5 18.0 18.0 62.5 7.5 7.5 10th%ile Term Code Coord Gap Gap Coord Gap Gap Queue Length 50th(ft) 214 0 119 44 70 0 Queue Length 95th(ft) 163 0 m127 m56 #148 63 Internal Link Dist(ft) 1320 745 482 Turn Bay Length(ft) 350 250 200 Base Capacity(vph) 1550 1652 461 2495 214 403 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 - 0 Reduced v/c Ratio 0.64 0.11 0.87 0.44 0.67 0.60 Intersection Summary Area Type: Other Cycle Length:80 G:IProjects11055-Salem(Overlook Acres)ISynchro11055 Baseline PM.syn MDM Transportation Consultants,Inc. ' Lanes, Volumes, Timings 2019 Baseline Condition 2: Swampscott Road & Highland Avenue Weekday Evening Peak Hour Actuated Cycle Length:80 Offset:54(68%),Referenced to phase 2:EBT and 6:WBT,Start of Yellow Natural Cycle:60 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.90 1 Intersection Signal Delay:12.0 Intersection LOS:B Intersection Capacity Utilization 74.3% ICU Level of Service D Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2:Swampscott Road&Highland Avenue A01 -4002 V`p3 .06 j 1' G:\Projects\1055-Salem(Overlook Acres)\Synchro\l055 Baseline PM.syn MDM Transportation Consultants,Inc. 1 Lanes, Volumes, Timings 2019 Baseline Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations +T+ A +T 4 44 Volume(vph) 12 1073 4 21 33 1141 11 7 0 9 23 1 , Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 130 0 120 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 Taper Length(ft) 25 25 25 25 Lane Util.Factor 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.999 0.924 0.959 Flt Protected 0.950 0.950 0,979 0.968 Satd.Flow(prot) 1805 3468 0 0 1654 3502 0 0 1681 0 0 1635 At Permitted 0.950 0. 182 0.842 0.790 Satd.Flow(perm) 1805 3468 0 0 317 3502 0 0 1446 0 0 1335 Right Turn on Red Yes Yes Yes Satd.Flow(RTOR) 1 2 218 11 Link Speed(mph) 35 35 30 30 Link Distance(ft) 500 600 500 500 Travel Time(s) 9.7 11.7 11.4 11.4 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 0% 4% 0% 0% 15% 3% 0% 0% 0% 4% 4% 0% Adj.Flow(vph) 12 1118 4 22 34 1189 11 7 0 9 24 1 Shared Lane Traffic(%) Lane Group Flow(vph) 12 1122 0 0 56 1200 0 0 16 0 0 36 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right R NA Left Left Right Left Left Right Left Left Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 9 15 9 15 9 15 Number of Detectors 1 2 1 1 2 1 2 1 2 Detector Template Left Thru Left Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 20 100 20 100' 20 100 Trailing Detector(ft) 0 0 0 0 0 0 - 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type Prot NA pm+pt pm+pt NA Perm NA Perm NA Protected Phases 1 6 5 5 2 8 4 Permitted Phases 2 2 8 4 !: G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline PM.syn MDM Transportation Consultants,Inc. r Lanes, Volumes, Timings 2019 Baseline Condition ' 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour Lane Group SBR Lan4Configurations Volume(vph) 11 Ideal Flow(vphpl) 1900 Storage Length(ft) 0 Storage Lanes 0 Taper Length(ft) Lane Util.Factor 1.00 Frt ' Flt Protected Satd.Flow(prot) 0 Flt Permitted Satd.Flow(perm) 0 Right Turn on Red Yes Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor 0.96 Heavy Vehicles(%) 17% 1 Adj.Flow(vph) 11 Shared Lane Traffic(%) Lane Group Flow(vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed(mph) 9 Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) 1 Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases Permitted Phases G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline PM.syn ' MDM Transportation Consultants, Inc. r Lanes, Volumes, Timings 2019 Baseline Condition t 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Detector Phase 1 6 5 5 2 8 8 4 4 Switch Phase Minimum Initial(s) 6.0 10.0 6.0 6.0 10.0 6.0 6.0 6.0 6.0 Minimum Split(s) 12.5 15.5 13.0 13.0 15.5 11.5. 11.5 11.5 11.5 Total Split(s) 15.0 45.0 15.0 15.0 45.0 20.0 20.0 20.0 20.0 Total Split(%) 18.8% 56.3% 18.8% 18.8% 56.3% 25.0% 25.0% 25.0% 25.0% Maximum Green(s) 8.5 39.5 8.0 8.0 39.5 14.5 14.5 14.5 14.5 Yellow Time(s) 4.0 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 2.0 2.0 2.0 2.0 ' Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.5 5.5 7.0 5.5 5.5 5.5 Lead/Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None C-Min None None None None Act Effct Green(s) 6.6 60.2 61.8 65.5 7.3 7.3 Actuated g/C Ratio 0.08 0.75 0.77 0.82 0.09 0.09 v/c Ratio 0.08 0.43 0.16 0.42 0.05 0.27 Control Delay 29.9 5.6 3.5 3.7 0.3 30.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.9 5.6 3.5 3.7 0.3 30.9 LOS C A A A A C Approach Delay 5.9 3.7 0.3 30.9 Approach LOS A A A C 0 90th /wile Green(s) 8.5 44.3 8,0 8.0 44.3 9.7 9.7 9.7 9.7 90th%Ile Term Code Hold Coord Max Max Coord Hold Hold Gap Gap 70th%Ile Green(s) 0.0 47.5 6.5 6.5 61.0 8.0 8.0 8.0 8.0 70th%Ile Term Code Skip Coord Gap Gap Coord Hold Hold Gap Gap 50th%Ile Green(s) 0.0 49.1 6.1 6.1 62.2 6.8 6.8 6.8 6.8 50th%Ile Term Code Skip Coord Gap Gap Coord Hold Hold Gap Gap 30th%Ile Green(s) 0.0 74.5 0.0 0.0 74.5 0.0 0.0 0.0 0.0 ' 30th%Ile Term Code Skip Coord Skip Skip ' Coord Skip Skip Skip Skip 10th%file.Green(s) 0.0 74.5 0.0 0.0 74.5 0.0 0.0 0.0 0.0 10th%Ile Term Code Skip Coord Skip Skip Coord Skip Skip Skip Skip Queue Length 50th(ft) 4 113 4 41 0 12 Queue Length 95th(ft) m15 136 m14 201 0 39 Internal Link Dist(ft) 420 520 420 420 Turn Bay Length(ft) 130 120 Base Capacity(vph) 191 2609 378 2867 440 250 Starvation Cap Reductn 0 118 0 0 0 0 _ Spillback Cap Reductn 0 0 0 56 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.45 0.15 0.43 0.04 0.14 Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:80 Offset:0(0%),Referenced to phase 2:WBTL and 6:EBT,Start of Yellow G:IProjects11055-Salem(Overlook Acres)1Synchro11055 Baseline PM.syn ' MDM Transportation Consultants, Inc. 1 ' Lanes, Volumes, Timings 2019 Baseline Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour ' Lane Group SBR Detector Phase Switch Phase Minimum Initial(s) Minimum Split(s) Total Split(s) ' Total Split(%) Maximum Green(s) Yellow Time(s) ' All-Red Time(s) Lost Time Adjust(s) Total Lost Time(s) LeadlLag Lead-Lag Optimize? Vehicle Extension(s) Recall Mode 1 Act Effct Green(s) Actuated 91C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th%ile Green(s) 90th%ile Term Code 70th%ile Green(s) 70th%ile Term Code 50th%ile Green(s) 1 50th%ile Term Code 30th%ile Green(s) 30th%ile Term Code 10th%ile Green(s) 10th%ile Term Code Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn:Bay Leng h(ft) ,,B sae Capacityt'(Voi—i Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Redu d v/c Ratio ' Intersection Summary G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline PM.syn ' MDM Transportation Consultants,Inc. 1 Lanes, Volumes, Timings 2019 Baseline Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour , I Natural Cycle:55 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.43 Intersection Signal Delay:5.1 Intersection LOS:A Intersection Capacity Utilization 56.5% ICU Level of Service B Analysis Period(min)15 ' m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3:Barnes Road/Ravenna Avenue&Highland Avenue t #— 5 -"0�06 T 08 t r 1 � r r r r r . r G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline PM.syn MDM Transportation Consultants, Inc. 1 ' Lanes, Volumes, Timings 2019 Baseline Condition 4: Highland Avenue & Olde Village Drive Weekday Evening Peak Hour rLane Group EBL EBT WBT WBR SBL SBR Lane Configurations I ft +? I r Volume(vph) 35 984 1091 62 99 10 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 160 0 - 0 130 Storage Lanes 1 0 1 1 Taper Length(ft) 25 25 Lane Util.Factor 1.00 0.95 0.95 0.95 1.00 1.00 Frt 0.992 0.850 Flt Protected 0.950 0.950 Satd.Flow(prot) 1752 3574 3515 0 1787 1615 Flt Permitted 0.950 0.950 Satd.Flow(perm) 1752 3574 3515 0 1787 1615 Right Turn on Red Yes Yes Satd.Flow(RTOR) 9 11 Link Speed(mph) 35 35 30 Link Distance(ft) 500 500 500 ' Travel Time(s) 9.7 9.7 11.4 Peak Hour Factor 0.95 0.95 0.95 6.95 0.95 0.95 Heavy Vehicles(%) 3% 1% 2% 0% 1% 0% Adj.Flow(vph) 37 1036 1148 65 104 11 Shared Lane Traffic(%) Lane Group Flow(vph) 37 1036 1213 0 104 11 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 2 2 1 1 Detector Template Left Thru Thru Left Right Leading Detector(ft) 20 100 100 20 20 Trailing Detector(ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type Prot NA NA Prot pt+ov Protected Phases 1 6 2 4 14 Permitted Phases 1 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline PM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2019 Baseline Condition 4: Highland Avenue & Olde Village Drive Weekday Evening Peak Hour 9 9 ' I� __J. ++- 4-1 `► 4/ Lane Group EBL EBT WBT WBR SBL SBR t Detector Phase 1 6 2 4 14 Switch Phase Minimum Initial(s) 6.0 10.0 10.0 6.0 ' Minimum Split(s) 12.5 15.5 15.5. 11.5 Total Split(s) 20.0 60.0 40.0 20.0 Total Split(%) 25.0% 75.0% 50.0% 25.0% Maximum Green(s) 13.5' 54.5 34.5 14.5 Yellow Time(s) 4.0 4.5 4.5 3.0 All-Red Time(s) 2.5 1.0 1.0 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 t Total Lost Time(s) 6.5 5.5 5.5 5.5 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max None Act Effct Green(s) 10.5 62.5 50.5 9.9 23.4 Actuated g/C Ratio 0.13 0.78 0.63 0.12 0.29 v/c Ratio 0.16 0.37 0.55 0.47 0.02 Control Delay 30.7 4.3 7.8 38.9 8.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 30.7 4.3 7.9 38.9 8.2 LOS C A A D A Approach Delay 5.2 7.9 35.9 Approach LOS A A D %ile/vile Green(s) 13.5 55.3 35.3 13.7 90th%ile Term Code Hold Coord Coord Gap 70th%ile Green(s) 13.5 57.5 37.5 11.5 70th%ile Term Code Hold Coord Coord Gap 50th%ile Green(s) 13.5 59.1 39.1 9.9 50th%ile Term Code Hold Coord Coord Gap 30th%ile Green(s) 0.0 60.6 60.6 8.4 ' 30th%ile Term Code Skip Coord Coord Gap 10th%ile Green(s) 0.0 74.5 74.5 0.0 10th%ile Term Code Skip Coord Coord Skip Queue Length 50th(ft) 16 79 261 49 0 Queue Length 95th(ft) 42 132 385 92 9 Internal Link Dist(ft) 420 420 420 Turn Bay Length(ft) 160 130 Base Capacity(vph) 295 2792 2222 323 682 Starvation Cap Reductn 0 0 22 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.13 0.37 0.55 0.32 0.02 Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:80 Offset:8(10%),Referenced to phase 2:WBT and 6:EBT,Start of Yellow G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline PM.syn MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2019 Baseline Condition r 4: Highland Avenue & Olde Village Drive weekday Evening Peak Hour Natural Cycle:60 ' Control Type:Actuated-Coordinated Maximum vfc Ratio:0.55 Intersection Signal Delay:8.0 Intersection LOS:A Intersection Capacity Utilization 47.1% ICU Level of Service A Analysis Period(min)15 Splits and Phases: 4:Highland Avenue&Olde Village Drive. t 4- 02 Y pi r04 -+06 1 .r G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline PM.syn MDM Transportation Consultants,Inc. HCM 2010 TWSC 2019 Baseline Condition 5: Cedar Road & Highland Avenue Weekday Evening Peak Hour Intersection ' Int Delay,s/veh 0 Movement EBT EBR WBL WBT NBL NBR t Vol,veh/h 1126 0 0 1206 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 ' Sign Control Free Free Free Free Stop Stop 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,% 3 0 0 3 0 0 Mvmt Flow 1224 0 0 1311 0 0 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1224 0 1879 612 ' Stage 1 - - - - 1224 - Stage 2 - - - - 655 - Critical Hdwy - - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 577 - 64 441 Stage - - - - 245 - Stage 2 - - - - 484 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 577 - 64 441 Mov Cap-2 Maneuver - - - - 64 - Stage 1 - - - - 245 - Stage 2 - - - - 484 - Approach EB WB NB HCM Control Delay,s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity(veh/h) - - - 577 - 1 HCM Lane V/C Ratio - - - - - HCM Control Delay(s) 0 - - 0 - HCM Lane LOS A - - A - HCM 95th%tile Q(veh) - - - 0 - r ' G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Baseline PM.syn MDM Transportation Consultants,Inc. MOVEMENT SUMMARY V Site: 1055 Existing PM -Swampsco_tt at 1St Swampscott Road at 1st Street ` ' Roundabout ovement Performance-Vehicles mom mom - <South::Swampscott Road,;;, 1 L2 13 0.0 0.606 9.4 LOS A 5.3 37.6 0.41 0.53 47.1 ': 2 T1 307 3.0 0.606 5.8 LOS A 5.3 37.6 0.41 0.53 49.0 3 R2 528 1.0 0.606 5.8 LOS A 5.3 37.6 0.41 0.53 47.0 E Approach 848 1.7 0.606 5.9 LOS A 5.3 37.6 0.41 0.53 47.7 East 1st"Street 4 L2 327 0.0 0.378 10.9 LOS B 1.8 12.6 0.46 0.75 43.81 5 T1 5 0.0 0.378 7.3 LOS A 1.8 12.6 0.46 0.75 45.0 6 _ R2 39 _ 0.0__ 0.378 7.2 LOS A _1.8 12.6 0.46_ 0.75 42.3 Approach 371 0.0 �0.378� 10.4 LOS B 1.8 12.6^ 0.46 0.75 43.7 rth :Swampscott Road 7 L2 77 1.0 0.637 9.5 LOS A 5.6 39.8 0.72 0.77 45.8 ; 8 T1 504 1.0 0.637 6.1 LOS A 5.6 39.8 0.72 0.77 38.5 ' 19 R2 11 _ 0.0 0.637 6.5 LOS A 5.6 39.8 0.72 0.77 46.9 Approach 592 1.0 0.637 6.5 LOS A 5.6 39.8 0.72 0.77 39.2 INesL;Plaza;Dnyevvay ' 10 L2 9 0.0 0.070 14.4 LOS B 0.4 3.2 0.81 0.77 48.6 11 T1 15 7.0 0.070 11.2 LOS B 0.4 3.2 0.81 0.77 49.4 12 _ R2 16 0.0 0.070 10.8_ LOS B _ _ 0.4 3.2 0.81 0.77 51.4 1 Approach 40 2.6 0.070 11.8 LOS B 0.4 3.2 0.81 0.77 50.2 All Vehicles 1850 1 2 0 637 71 � LOSA 5 6 39 8; 0 53 0 66 44 0" Level of Service(LOS)Method:Delay&v/c(HCM 2010). Roundabout LOS Method:SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay and v/c ratio(degree•of saturation)per movement 1 LOS F will result if v/c>1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model:SIDRA Standard. SIDRA Standard Delay Model is used.Control Delay includes Geometric Delay. Gap-Acceptance Capacity:SIDRA Standard(Akgelik M3D). 1 HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 i Copyright©2000-2015 Akcelik and Associates Ply Ltd i sidrasolutions.com Organisation:MOM TRANSPORTATION CONSULTANTS I Processed:Monday,January 27,2020 2:09:52 PM Project: G:1Projects11055-Salem(Overlook Acres)\Synchro\Sidra-Roundabouri1055 Existing PM-Swampscott at 1 St.sip6 1 ` r Lanes, Volumes, Timings 2026 No-Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour .111 -,-* --I. 'r '\ t /, \*. Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT ' Lane Configurations A ft if tt r *T if FT Volume(vph) 22 456 662 158 104 613 144 94 232 54 123 122 Ideal Flow(vphpl) 1900 1900 . 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 12 13 12 12 13 12 12 12 12 12 Storage Length(ft) 355 135 215 230 300 300 0 Storage Lanes 1 1 1 1 1 1 0 ' Taper Length(ft) 25 25 25 25 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Fit Protected 0.950 0.950 0.950 0.998 0.976 Satd.Flow(prot) 0 1753 3471 1652 1656 3505 1605 1681 1733 1553 0 1809 Fit Permitted 0.211 0.950 0.154 0.489 0.709 Satd.Flow(perm) 0 389 3471 1652 1656 3505 1605 273 849 1553 0 1314 Right Turn on Red Yes Yes Yes Satd.Flow(RTOR) 145 185 240 Link Speed(mph) 35 35 30 30 ' Link Distance(ft) 825 1800 1550 1000 Travel Time(s) 16.1 35.1 35.2 22.7 Peak Hour Factor 0.92 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 , Heavy Vehicles(%) 2% 3% 4% 1% 9% 3% 4% 2% 4% 4% 2% 3% Adj.Flow(vph) 24 475 690 165 108 639 150 98 242 56 128 127 Shared Lane Traffic(%) 10% Lane Group Flow(vph) 0 499 690 165 108 639 150 88 252 56 0 255 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right Left Left Right Left Left Right Left Left Median Width(ft) 12 12 12 12 ' Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 9 15 9 15 9 15 9 15 Number of Detectors 1 1 2 1 1 2 1 1 2 1 1 2 Detector Template Left Left Thru Right Left Thru Right Left Thru Right Left Thru r Leading Detector(ft) 20 20 100 20 20 100 20 20 100 20 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 6 20 20 6 20 20 6 20 20 6 r Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 .0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 ' Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type custom Prot NA Perm Prot NA Perm Perm NA Free Perm NA Protected Phases 5 2 1 6 3 4. GAProject0055-Salem(Overlook Acres)1Synchro11055 No-Build AM.syn MDM Transportation Consultants, Inc. 1 ' Lanes, Volumes, Timings 2026 No-Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour Lane Group SBR Lan4onfigurations r Volume(vph) 592 Ideal Flow(vphpl) 1900 Lane Width(ft) 12 Storage Length(ft) 110 ' Storage Lanes 1 Taper Length(ft) Lane U61.Factor 1.00 Frt 0.850 Flt Protected Satd.Flow(prot) 1568 Flt Permitted Satd.Flow(perm) 1568 Right Turn on Red Yes Satd.Flow(RTOR) 407 ' Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor 0.96 ' Heavy Vehicles(%) 3% Adj.Flow(vph) 617 Shared Lane Traffic(%) Lane Group Flow(vph) 617 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) ' Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 ' Turning Speed(mph) 9 Number of Detectors 1 Detector Template Right ' Leading Detector(ft) 20 Trailing Detector(ft) 0 Detector 1 Position(ft) 0 Detector 1 Size(ft) 20 Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 1 Detector 1 Queue(s) 0.0 Detector 1 Delay(s) 0.0 Detector 2 Position(ft) ' Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) ' Turn Type pt+ov Protected Phases 4 5! G:IProjects11055-Salem(Overlook Acres)1Synchro11055 No-Build AM.syn MDM Transportation Consultants,Inc. r L 2026 No-Build Condition Lanes, Volumes Timings. � 9 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour t Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT ' Permitted Phases 5! 2 6 3 Free 4 Detector Phase 5 5 2 2 1 6 6 3 3 4 4 Switch Phase , Minimum Initial(s) 6.0 6.0 . 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0. Minimum Split(s) 12.5 12.5 16.0 16.0 12.0 16.0 16.0 12.0 12.0 11.5 11.5 ' Total Split(s) 24.0 24.0 33.0 33.0 13.0 22.0 22.0 31.0 31.0 23.0 23.0 Total Split(%) 24.0% 24.0% 33.0% 33.0% 13.0% 22.0% 22.0% 31.0% 31.0% 23.0% 23.0% Maximum Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 '. Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0:0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lead Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max C-Max None C-Max C-Max None None None None ' Act Effct Green(s) 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 100.0 18.0 Actuated g/C Ratio 0.19 0.28 0.28 0.08 0.17 0.17 0.26 0.26 1.00 0.18 v/c Ratio 6.84 0.71 0.29 0.82 1.07 0.35 1.26 1.15 0.04 1.08 Control Delay 2654.2 17.0 3.3 88.0 98.8 5.3 227.0 141.4 0.0 122.2 , Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 2654.2 17.0 3.3 88.0 98.8 5.3 227.0 141.4 0.0 122.2 LOS F B A F F A F F A F Approach Delay 987.2 81.9 140.4 44.3 Approach LOS F F F D 90th%ile Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 90th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max ' 70th%Ile Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 70th%ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 50th%ile Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 50th%ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max. Max 30th%ile Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 30th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 10th%Ile Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 10th Me Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max Queue Length 50th(ft) -566 189 24 69 -239 0 -73 -198 0 -182 Queue Length 95th(ft) #809 173 m19 #165 #352 33 #178 #362 0 #339 Internal Link Dist(ft) 745 1720 1470 920 Turn Bay Length(ft) 355 135 215 230 300 300 Base Capacity(vph) 73 971 566 132 595 426 70 220 1553 236 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 6.84 0.71 0.29 0.82 1.07 0.35 1.26 1.15 0.04 1.08 Intersection Summar y Area Type: Other Cycle Length:100 Actuated Cycle Length:100 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build AM.syn MDM Transportation Consultants,Inc. t Lanes, Volumes, Timings 2026 No-Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour Lane Group SBR Permitted Phases ' Detector Phase 45 Switch Phase Minimum Initial(s) Minimum Split(s) Total Split(s) Total Split(%) Maximum Green(s) ' Yellow Time(s) All-Red Time(s) Lost Time Adjust(s) ' Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) ' Recall Mode Act Effct Green(s) 42.0 Actuated g/C Ratio 0.42 v/c Ratio 0.69 ' Control Delay 12.1 Queue Delay 0.0 Total Delay 12.1 LOS B r Approach Delay Approach LOS 90th%ile Green(s) ' 90th%ile Term Code 70th%ile Green(s) 70th%ile Term Code 50th%ile Green(s) 50th%ile Term Code 30th%ile Green(s) 30th%ile Term Code 10th%ile Green(s) 10th%ile Term Code Queue Length 50th(ft) 97 ' Queue Length 95th(ft) 231 Internal Link Dist(ft) Turn Bay Length(ft) 110 Base Capacity(vph) 894 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.69 Intersection Summary G:IProjects11055-Salem(Overlook Acres)ISynchro11055 No-Build AM.syn 1 MDM Transportation Consultants,Inc. 1 Lanes, Volumes, Timings 2026 No-Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour, ' Offset:0(0%),Referenced to phase 2:EBT and 6:WBT,Start of Yellow,Master Intersection Natural Cycle:55 Control Type:Actuated-Coordinated r Maximum v/c Ratio:6.84 Intersection Signal Delay:427.5 Intersection LOS:F Intersection Capacity Utilization 109.0% ICU Level of Service G Analysis Period(min)15 - Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. ' Phase conflict between lane groups. Splits and Phases: 1:Traders Way/Marlborough Road&Highland Avenue 4`0 l t2 103 41.1-04 r 05 06 1 1 - r r r r r r r � G:1Projectsl1055-Salem(Overlook Acres)ISynchro11055 No-Build AM.syn MDM Transportation Consultants,Inc. r 1 ' Lanes, Volumes, Timings 2026 No-Build Condition 2: Swampscott Road & Highland Avenue Weekday Morning Peak Hour ' Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations ++ F A ft I r Volume(vph) 1095 156 2 337 942 120 222 ' Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12. 13 12 12 12 13 13 Grade(%) 0% 15% 0% ' Storage Length(ft) 350 250 200 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 ' Lane Util.Factor 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd.Flow(prot) 3539 1503 0 1606 3242 1865 1605 ' Flt Permitted 0.950 0.950 Satd.Flow(perm) 3539 1503 0 1606 3242 1865 1605 Right Turn on Red Yes Yes ' Satd.Flow(RTOR) 146 244 Link Speed(mph) 35 35 30 Link Distance(ft) 1400 825 562 Travel Time(s) 27.3 16.1 12.8 ' Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles(%) 2% 11% 0% 4% 3% 0% 4% Adj.Flow(vph) 1203 171 2 370 1035 132 244 ' Shared Lane Traffic(%) Lane Group Flow(vph) 1203 171 0 372 1035 132 244 Enter Blocked Intersection No No No No No No No Lane Alignment Left Right R NA Left Left Left Right ' Median Width(ft) 12 12 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 ' Two way Left Turn Lane Headway Factor 1.00 0.96 1.11 1.11 1.11 0.96 0.96 Turning Speed(mph) 9 9 15 15 9 Number of Detectors 2 1 1 1 2 1 1 ' Detector Template Thru Right Left Left Thru Left Right Leading Detector(ft) 100 20 20 20 100 20 20 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 20 6 20 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 Qt0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Detector 2 Posifion(ft) 94 94 Detector 2.Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel ' Detector 2 Extend(s) 0.0 0.0 Turn Type NA Free Prot Prot NA Prot Prot G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build AM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 No-Build Condition ' 2:.Swampscott Road & Highland Avenue Weekday Morning Peak Hour -. --v ( 4e .- .� ► Lane Group EBT EBR WBU WBL WBT NBL NBR Protected Phases 2 1 1 6 3 3 Permitted Phases Free ' Detector Phase 2 1 1 6 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 6.0 ' Minimum Split(s) 15.0 12.5 12.5 15.0 12.5 12.5 Total Split(s) 45.0 36.0 36.0 81.0 19.0 19.0 Total Split(%) 45.0% 36.0% 36.0% 81.0% 19.0% 19.0% Maximum Green(s) 40.0 31.0 31.0 76.0 14.0 14.0 ' Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) ` 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 ' Recall Mode C-Max None None C-Max None None Act Effct Green(s) 46.3 100.0 27.0 78.3 11.7 11.7 Actuated g/C Ratio 0.46 1.00 0.27 0.78 0.12 0.12 v/c Ratio 0.73 0.11 0.86 0.41 0.61 0.61 Control Delay 21.1 0.1 33.2 6.3 53.5 12.2 , Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.1 0.1 33.2 6.3 53.5 12.2 LOS C A C A D B ' Approach Delay -18.5 13.4 26.7 Approach LOS B B C 90th%ile Green(s) 40.0 31.0 31.0 76.0 14.0 14.0 90th%ile Term Code Coord Max Max Coord Max Max t 70th%ile Green(s) 40.0 31.0 31.0 76.0 14.0 14.0 70th%ile Term Code Coord Max Max Coord Max Max 50th We Green(s) 44.2 28.5 28.5 77.7 12.3 12.3 , 50th%ile Term Code Coord Gap Gap Coord Gap Gap 30th%ile Green(s) 49.5 25.0 25.0 79.5 10.5 10.5 30th%ile Term Code Coord Gap Gap Coord Gap Gap t 10th°toile Green(s) 57.7 19.6 19.6 82.3 7.7 7.7 10th%ile Term Code Coord Gap Gap Coord Gap Gap Queue Length 50th(ft) 345 0 240 223 81 0 Queue Length 95th(ft) 460 0 m270 m224 139 69 Internal Link Dist(ft) 1320 745 482 Turn Bay Length(ft) 350 250 200 Base Capacity(vph) 1637 1503 497 2538 261 434 Starvation Cap Reductn 0 0 0 0 0 0 ' Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 ' Reduced We Ratio 0.73 0.11 0.75 0.41 0.51 0.56 Intersection Summary Area Type: Other ' Cycle Length:100 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build AM.syn MDM Transportation Consultants,Inc. Lanes, Volumes; Timings 2026 No-Build Condition 2: Swampscott Road & Highland Avenue Weekday Morning Peak Hour Actuated Cycle Length: 100 ' Offset:84(84%),Referenced to phase 2:EBT and 6:WBT,Start of Yellow Natural Cycle:70 Control Type:Actuated-Coordinated ' Maximum ft Ratio:0.86 Intersection Signal Delay:17.2 Intersection LOS:B Intersection Capacity Utilization 75.3% ICU Level of Service D Analysis Period(min)15 ' m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2:Swampscott Road&Highland Avenue tp1 —0-72 411+03 +1— ' a6 1 G9rojects11055-Salem(Overlook Acres)1Synchro11055 No-Build AM.syn ' MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 No-Build Condition ' 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday morning Peak Hour Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Di tT* 4 , Volume(vph) 9 1189 3 58 13 1014 8 17 0 25 28 1 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 130 0 120 0 0 . 0 0 Storage Lanes 1 0 1 0 0 0 0 Taper Length(ft) 25 25 25 25 ' Lane Util.Factor 1.00 0.95 0.95 0.95 .1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.920 0.977 At Protected 0.950 0.950 0.980. 0.961 Satd.Flow(prot) 1805 3471 0 0 1755 3502 0 0 1673 0 0 1682 Flt Permitted 0.950 0.167 0.851 0.738 Satd.Flow(perm) 1805 3471 0 0 309 3502 0 0 1453 0 0 1292 Right Turn on Red Yes Yes Yes Satd.Flow(RTOR) 1 175 6 Link Speed(mph). 35 35 30 30 Link Distance(ft) 500 600 500 500 ' Travel Time(s) 9.7 11.7 11.4 11.4 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 0% 4% 0% 0% 15% 3% 0% 0% 0% 4% 4% 0% Adj.Flow(vph) 9 1239 3 60 14 1056 8 18 0 26 29 1 ' Shared Lane Traffic(%) Lane Group Flow(vph) 9 1242 0 0 74 1064 0 0 44 0 0 36 Enter Blocked Intersection No No No No No No No No No No No No ' Lane Alignment Left Left Right R NA Left Left Right Left Left Right Left Left Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 t Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 9 15 9 15 9 15 ' Number of Detectors 1 2 1 1 2 1 2 1 2 Detector Template Left Thru Left Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 ' Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex , Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 • 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex ' Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type Prot NA pm+pt pm+pt NA Perm . NA Perm NA Protected Phases 1 6 5 5 2 8 4 , Permitted Phases 2 2 8 4 0:1Projects11055-Salem(Overlook Acres)ISynchro11055 No-Build AM.syn ' MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 No-Build Condition ' 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour ' Lane Group SBR Lan4onfigurations ' Volume(vph) 6 Ideal Flow(vphpl) 1900 Storage Length(ft) 0 ' Storage Lanes 0 Taper Length(ft) Lane Util.Factor 1.00 Frt Fit Protected ' Satd.Flow(prot) 0 Fit Permitted Satd.Flow(perm) 0 ' Right Turn on Red Yes Satd.Flow(RTOR) Link Speed(mph) ' Link Distance(ft) Travel Time(s) r Peak Hour Factor 0.96 Heavy Vehicles(%) 17% Adj.Flow(vph) 6 Shared Lane Traffic(%) Lane Group Flow(vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) ' Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed(mph) 9 Number of Detectors Detector Template Leading Detector(ft) ' Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) ' Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) ' Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) ' Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type ' Protected Phases Permitted Phases G:\Projects\1055-Salem(Overlook Acres)\Synchro\1055 No-Build AM.syn ' MDM Transportation Consultants, Inc. , Lanes, Volumes, Timings 2026-No-Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour, ' Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Detector Phase 1 6 5 5 2 8 8 4 4 Switch Phase ' Minimum Initial(s) ,6.0 10.0 6.0 6.0 10.0 6.0 6.0 6.0 6.0 Minimum Split(s) . 12.5 15.5 13.0 13.0 15.5 11.5 11.5 11.5 11.5 . Total Split(s) 15.0 60.0 20.0 20.0 65.0 20.0 20.0 20.0 20.0 ' Total Split(%) 15.0% 60.0% 20.0% 20.0% 65.0% 20.0% 20.0% 20.0% 20.0% Maximum Green(s) 8.5 54.5 13.0 13.0 59.5 14.5 14.5 14.5 14.5 Yellow Time(s) 4.0 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 2.0 2.0 2.0 2.0 ' Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.5 5.5 7.0 5.5 5.5 5.5 Lead/Lag Lag Lag Lead Lead Lead , Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None C-Max None None None None Act Effct Green(s) 6.6 75.6 81.2 84.9 7.9 8.0 , Actuated g/C Ratio 0.07 0.76 0.81 0.85 0.08 0.08 v/c Ratio 0.08 0.47 0.21 0.36 0.16 0.33 Control Delay 43.0 5.7 8.6 7.6 1.2 45.5 Queue Delay . 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.0 5.7 8.6 7.6 1.2 45.5 'LOS D A A A A D Approach Delay 6.0 7.6 1.2 .45.5 ' Approach LOS A A A D 90th%Ile Green(s) 8.5 62.2 8.8 8.8 63.0 11.0 11.0 11.0 11.0 90th%Ile Term Code Hold Coord Gap Gap Coord Hold Hold Gap Gap 70th%Ile Green(s) 0.0 66.2 6.8 6.8 80.0 9.0 9.0 9.0 9.0 t 70th%Ile Term Code Skip Coord Gap Gap Coord Hold Hold Gap Gap 50th%Ile Green(s) 0.0 68..1 6.3 6.3 81.4 7.6 7.6 7.6 7.6 50th%Ile Term Code Skip Coord Gap Gap Coord Hold Hold Gap Gap ' 30th%Ile Green(s) 0.0 81.5 6.0 6.0 94.5 0.0 0.0 0.0 0.0 30th%Ile Term Code Skip Coord Min Min Coord Skip Skip Skip Skip 10th%Ile Green(s) 0.0 94.5 0.0 0.0 94.5 0.0 0.0 0.0 0.0 10th%ile Term Code Skip Coord Skip Skip Coord Skip Skip Skip Skip ' Queue Length 50th(ft) 6 103 18 135 0 18 Queue Length 95th(ft) m14 118 59 303 0 49 Internal Link Dist(ft) 420 520 420 420 Turn Bay Length(ft) 130 120 , Base Capacity(vph) 153 2623 438 2972 360 192 Starvation Cap Reductn 0 159 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 ' Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.50 0.17 0.36 0.12 0.19 Intersection Summary ' Area Type: Other Cycle Length:106 Actuated Cycle Length:100 t Offset:40(40%),Referenced to phase 2:WBTL and 6:EBT,Start of Yellow G:1Project0055-Salem(Overlook Acres)ISynchro11055 No-Build AM.syn ' MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2026 No-Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour Lane Group SBR Detector Phase ' Switch Phase Minimum Initial(s) Minimum Split(s) Total Split(s) ' Total Split(%) Maximum Green(s) Yellow Time(s) All-Red Time(s) Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) Recall Mode ' Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay ' Queue Delay Total Delay LOS ' Approach Delay Approach LOS 90th%ile Green(s) 10th%ile Term Code ' 70th%ile Green(s) 70th%ile Term Code 50th%ile Green(s) ' 50th%ile Term Code 30th%ile Green(s) 30th%ile Term Code 10th%ile Green(s) ' 10th%ile Term Code Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn ' Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio ' Intersection Summary ' G:IProjects11055-Salem(Overlook Acres)ISynchro11055 No-Build AM.syn MDM Transportation Consultants, Inc. r t Lanes, Volumes, Timings 2026 No-Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour ' Natural Cycle:60 Control Type:Actuated-Coordinated ' Maximum v/c Ratio:0.47 Intersection Signal Delay:7.3 Intersection LOS:A Intersection Capacity Utilization 58.0% ICU Level of Service B ' Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3:Barnes Road/Ravenna Avenue&Highland Avenue ' 4''a2 aiO4 } --1"06 1 08 t 1 1 G:\Projects\1055-Salem(Overlook Acres)\Synchro\1055 No-Build AM.syn MDM Transportation Consultants,Inc. ' ' Lanes, Volumes, Timings 2026 No-Build Condition 4: Highland Avenue & Olde Village Drive Weekday Morning Peak Hour Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations tt +T I r ' Volume(vph) 50 1132 986 52 58 21 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 160 0 0 130 Storage Lanes 1 0 1 1 ' Taper Length(ft) 25 25 Lane Util.Factor 1.00 0.95 0.95 0.95 1.00 1.00 Fri: 0.993 0.850 ' Fit Protected 0.950 0.950 Satd.Flow(prot) 1736 3471 3355 0 1736 1538 Fit Permitted 0.950 0.950 ' Satd.Flow(perm) 1736 3471 3355 0 1736 1538 Right Turn on Red Yes Yes Satd.Flow(RTOR) 7 22 Link Speed(mph) 35 35 30 ' Link Distance(ft) 500 500 500 Travel Time(s) 9.7 9.7 11.4 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles(%) 4% 4% 7% 4% 4% 5% ' Adj.Flow(vph) 53 1204 1049 55 62 22 Shared Lane Traffic(%) Lane Group Flow(vph) 53 1204 1104 0 62 22 ' Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 ' Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 2 2 1 1 Detector Template Left Thru Thru Left Right Leading Detector(ft) 20 100 100 20 20 ' Trailing Detector(ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 ' Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 ' Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 ' Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type Prot NA NA Prot pt+ov ' Protected Phases 1 6 2 4 14 Permitted Phases 1 GAProjects\1055-Salem(Overlook Acres)\Synchro\1055 No-Build AM.syn ' MDM Transportation Consultants,Inc. t Lanes, Volumes, Timings 2026 No-Build Condition ' 4: Highland Avenue & Olde Village Drive Weekday Morning Peak Hour 4 Lane Group EBL EBT WBT WBR SBL SBR ' Detector Phase 1 6 2 4 14 Switch Phase Minimum Initials 6.0 10.0 10.0 6.0 Minimum Split(s) 12.5 15.5 15.5 11.5 Total Split(s) 20.0 70.0 50.0 30.0 Total Split(%) 20.0% 70.0% 50.0% 30.0% ' Maximum Greens 13.5 64.5 44.5 24.5 Yellow Time(s) 4.0 4.5 4.5 3.0 All-Red Time(s) 2.5 1.0 1.0 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 ' Total Lost Time(s) 6.5 5.5 5.5 5.5 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes ' Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max None Act Effct Green(s) 12.0 83.4 67.4 9.0 25.2 , Actuated g/C Ratio 0.12 0.83 0.67 0.09 0.25 v/c Ratio .0.25 0.42 0.49 0.39 0.05 Control Delay 42.1 3.5 10.5 49.5 10.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 , Total Delay 42.1 3.5 10.5 49.5 10.3 LOS D A B D B Approach Delay 5.1 10.5 39.2 ' Approach LOS A B D 90th%ile Green(s) 13.5 76.6 56.6 12.4 90th%ile Term Code Hold Coord Coord Gap 70th%ile Green(s) 13.5 78.6 58.6 10.4 t 70th%ile Term Code Hold Coord Coord Gap 50th%ile Green(s) 13.5 80.1 60.1 8.9 50th%ile Term Code Hold Coord Coord Gap ' 30th%ile Green(s) 13.5 81.5 61.5 7.5 30th%ile Term Code Hold Coord Coord Gap 10th%ile Green(s) 0.0 94.5 94.5 0.0 10th%ile Term Code Skip Coord Coord Skip , Queue Length 50th(ft) 31 93 271 38 0 Queue Length 95th(ft) 68 147 30 77 17 Internal Link Dist(ft) 420 420 420 ' Turn Bay Length(ft) 160 130 Base Capacity(vph) 234 2893 2262 425 681 Starvation Cap Reductn 0 0 121 .0 0 Spillback Cap Reductn 0 0 0 0 0 , Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.23 0.42 0.52 0.15 0.03 Intersection Summary , Area Type: Other Cycle Length:100 Y Actuated Cycle Length:100 Offset:44(44%),Referenced to phase 2:WBT and 6:EBT,Start of Yellow ' G:IProjects11055-Salem(Overlook Acres)1Synchro11055 No-Build AM.syn MDM Transportation Consultants, Inc. ' ' Lanes, Volumes, Timings 2026 No-Build Condition 4: Highland Avenue & Olde Village Drive Weekday Morning Peak Hour Natural Cycle:55 ' Control Type:Actuated-Coordinated Maximum v/c Ratio:0.49 Intersection Signal Delay:8.7 Intersection LOS:A ' Intersection Capacity Utilization 53.5% ICU Level of Service A Analysis Period(min)15 Splits and Phases: 4:Highland Avenue&Olde Village Drive �--- 02M 1001 1111-04 I i 1 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build AM.syn MDM Transportation Consultants, Inc. HCM 2010 TWSC 2026 No-Build Condition ' 5: Cedar Road & Highland Avenue Weekday Morning Peak Hour Intersection Int Delay,s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Vol,veh/h 1256 50 0 1094 0 75 Conflicting Peds,#/hr 0 0 0 0 0 0 ' Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 ' Veh in Median Storage,# `� 0 - - 0 0 - Grade,% 0 0 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles,% 4 0 0 3 0 0 ' Mvmt Flow 1308 52 0 1140 0 78 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1360 0 1904 680 Stage 1 - - - - 1334 - Stage 2 - - - 570 - Critical Hdwy - - 4.1 6.8 6.9 ' Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - 2.2 - 3.5 3.3 , Pot Cap-1 Maneuver - - 512 - 62 398 Stage 1 - - - - 214 - Stage 2 - - - 535 - Platoon blocked,% Mov Cap-1 Maneuver - - 512 - 62 398 Mov Cap-2 Maneuver - - - - 62, - Stage 1 - - - - 214 - Stage 2 - - - - 535 - Approach EB WB NB HCM Control Delay,s 0 0 16.2 ' HCM LOS C Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT , Capacity(veh/h) 398 - - 512 - HCM Lane V/C Ratio 0.196 - - - - HCM Control Delay(s) 16.2 - - 0 - ' HCM Lane LOS C - - A - HCM 95th%tile Q(veh) 0.7 - - 0 - I G:\Projectsk1055-Salem(Overtook Acres)1Synchro11055 No-Build AM.syn ' MDM Transportation Consultants, Inc. i t MOVEMENT SUMMARY V Site: 1055 No-Build AM -Swampscott at 1St Swampscott Road at 1 st Street Roundabout Movement Performance - - :,:;South SwampscottRoad'z ,... , ,, 1 L2 25 0.0 0.494 9.2 LOS A 3.5 25.5 0 30 0.52 47.3 2 T1 288 6.0 0.494 5.6 LOS A 3.5 25.5 0.30 0.52 49.2 3 R2 381 5.0 0.494 5.6 LOS A 3.5 25.5 0.30 0.52 47.2 i Approach 694 5.2 0.494 5.8 LOS A 3.5 25.5 0.30 0.52 48.0 . East 1st Street::. 4 L2 217 4.0 0.265 10.8 LOS B 1.1 7.9 0.41 0.73 43.9 5 T1 7 0.0 0.265 7.2 LOS A 1.1 7.9 0.41 0.73 45.2 ' 6 R2 33 0.0 0.265 7.1 LOS A 1.1 7.9 0.41__ _0.73 42.5 Approach 257 V^ 3.4 0,265 10.2 'LOS B 1.1 7.9 0.41 _ - 0.73 43.8 North Swampscott Road, 7 L2 52 12.0 0.551 8.2 LOS A 3.8 28.3 0.58 0.60 45.6 8 T1 436 8.0 0.551 4.6 LOS A 3.8 28.3 0.58 0.60 39.5 9 R2 55 - -0.0 0.551 4.8 LOS A �_ 3.8 _ _28.3 0.58 0.60 48.9 Approach 543 7.6 0.551 4.9 LOS A 3.8 28.3 0.58 0.60 40.4 . I West Rlaza DGew nay , Id 10 L2 13 8.0 0.050 12.7 LOS B 0.3 2.1 0.71 0.71 49.5 11 T1 12 0.0 0.050 8.8 LOS A 0.3 2.1 0.71 . 0.71 50.8 12 R2 11 _10.0 0.050 9.2 LOS A 0.3 2.1 0.71 0.71 - 5_2�O Approach 35 5.9 0.050 10.3 LOS B 0.3 ' 2.1 0.71 0.71 50.8 i ' All Vehicles 1529 '5 8 0 551 6 3 LOS.A.`: 3 8 28 3 0 43 0 59 44.51 Level of Service(LOS)Method:Delay&v/c(HCM 2010). Roundabout LOS Method:SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement LOS F will result if v/c>1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model:SIDRA Standard. SIDRA Standard Delay Model is used.Control Delay includes Geometric Delay. Gap-Acceptance Capacity:SIDRA Standard(Akgelik M3D). ' HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 i Copyright©2000-2015 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:MDM TRANSPORTATION CONSULTANTS I Processed:Monday,January 27,2020 2:11:56 PM Project: G:%Projects11055-Salem(Overlook Acres)\Synchro\Sidra-Roundabout11055 No-Build AM-Swampscott at 1St.sip6 I .Lanes, Volumes, Timings 2026 No-Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour '. Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations tt If I fit r I *T r Volume(vph) 15 429 597 247 198 823 209 179 203 80 96 206 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 12 13 12 12 13 12 12 12 12 12 Storage Length(ft) 355 135 215 230 300 300 0 Storage Lanes 1 1 1 1 1 1 0 Taper Length(ft) 25 25 25 25 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1Z 1.00 1.00 Frt 0.850 0.850 0.850 Fit Protected 0.950 0.950 0.950 0.996 0.984 Satd.Flow(prot) 0 1771 3505 1669 1805 3539 1652 1681 1779 1538 0 1844 Fit Permitted 0.364 0.950 0.190 0.368 0.803 Satd.Flow(perm) 0 678 3505 1669 1805 3539 1652 336 657 1538 0 1505 Right Turn on Red Yes Yes Yes Satd.Flow(RTOR) 255 215 232 Link Speed(mph) 30 30 30 30 Link Distance(ft) 825. 900 775 1000 Travel Time(s) 18.8 20.5 17.6 22.7 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles(%) 0% 2% 3% 0% 0% 2% 1% 2% 1% 5% 0% 2% Adj.Flow(vph) 15 442 615 255 204 848 215 185 209 82 99 212 Shared Lane Traffic(%) 10% Lane Group Flow(vph) 0 457 615 255 204 . 848 215 166 228 82 0 311 ' Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right Left Left Right Left Left Right Left Left Median Width(ft) 12 12 12 12 ' Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 '16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 9 15 9 15 9 15 9 15 Number of Detectors 1 1 2 1 1 2 1 1 2 1 1 2 Detector Template Left Left Thru Right Left Thru Right Left Thru Right Left Thru Leading Detector(ft) 20 20 100 20 20 100 20 20 100 20 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 6 20 20 6 20 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 ' Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 ' Turn Type custom Prot NA Perm Prot NA Perm Perm NA Free Perm NA Protected Phases 5 2 1 6 3 4 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 No-Build Condition j 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour Lane Group SBR Lan4onfigurations r Volume(vph) 519 Ideal Flow(vphpl) 1900 Lane Width(ft) 12 Storage Length(ft) 110 Storage Lanes 1 Taper Length(ft) Lane Util.Factor 1.00 Frt 0.850 Flt Protected Satd.Flow(prot) 1599 Flt Permitted Satd.Flow(perm) 1599 Right Turn on Red Yes Satd.Flow(RTOR) 250 Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor 0.91 Heavy Vehicles(%) 1% Adj.Flow(vph) 535 Shared Lane Traffic(%) 1 Lane Group Flow(vph) 535 Enter Blocked Intersection No Lane Alignment Right ' Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed(mph) 9 Number of Detectors 1 Detector Template Right Leading Detector(ft) 20 Trailing Detector(ft) 0 Detector 1 Position(ft) 0 Detector 1 Size(ft) 20 Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 Detector 1 Delay(s) 0.0 Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) ' Turn Type pt+ov Protected Phases 4 5! G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM.syn MDM Transportation Consultants, Inc. �1 Lanes, Volumes, Timings 2026.No-Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Permitted Phases 5! 2 6 3 Free 4 Detector Phase 5 5 2 2 1 6 6 3 3 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Minimum Split(s) 12.5 12.5 15.5 15.5 12.0 15.5 15.5 12.0 12.0 11.5 11.5 Total Split(s) 16.0 16.0 24.0 24.0 13.0 21.0 21.0 26.0 26.0 17.0 17.0 Total Split(%) 20.0% 20.0% 30.0% 30.0% 16.3% 26.3% 26.3% 32.5% 32.5% 21.3% 21.3% Maximum Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lead Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max C-Max None C-Max C-Max None None None None Act Effct Green(s) 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 80.0 12.0 t. Actuated g/C Ratio 0.14 0.24 0.24 0.10 0.20 0.20 0.26 0.26 1.00 0.15 v/c Ratio 4.91 0.74 0.43 1.13 1.20 0.43 1.89 1.33 0.05 1.38 Control Delay 1789.3 23.1 8.8 144.1 134.1 7.2 4621 210.1 0.1 227.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 1789.3 23.1 8.8 144.1 134.1 7.2 462.2 210.1 0.1 227.7 LOS F C A F F A F F A F Approach Delay 628.6 114.2 261.9 95.8 Approach LOS F F F F 90th%ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 , 90th%ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 70th%ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21:0� 12.0 12.0 70th%ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 50th%ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 50th%ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max , 30th%ile Green(s) 11.0 11.0 19.0 19.0 8.0 .16.0 16.0 21.0 21.0 12.0 12.0 30th%ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 10th%ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 10th%ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max Queue Length 50th(ft) -388 166 69 -120 -274 0 -135 -157 0 -209 Queue Length 95th(ft) #570 226 m105 4249 #387 54 #258 #300 0 #361 Internal Link Dist(ft) 745 820 695 920 Turn Bay Length(ft) 355 135 215 230 300 300 Base Capacity(vph) 93 832 590 180 707 502 88 172 1538 225 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 4.91 0.74 0:43 1.13 - 1.20 0.43 1.89 1.33 0.05 1.38 Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:80 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM.syn MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2026 No-Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour - Lane Group SBR Permitted Phases Detector Phase 45 Switch Phase Minimum Initial(s) Minimum Split(s) Total Split(s) Total Split(%) Maximum Green(s) Yellow Time(s) All-Red Time(s) Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) Recall Mode Act Effct Green(s) 28.0 Actuated g/C Ratio 0.35 v/c Ratio 0.74 ' Control Delay 19.1 Queue Delay 0.0 Total Delay 19.1 LOS 6 Approach Delay Approach LOS 90th%Ile Green(s) 90th%Ile Term Code 70th%Ile Green(s) 70th%Ile Term Code 50th%Ile Green(s) 50th%Ile Term Code 30th%Ile Green(s) 30th%Ile Term Code 10th%Ile Green(s) 10th%Ile Term Code Queue Length 50th(ft) 121 Queue Length 95th(ft) 247 Internal Link Dist(ft) -Turn Bay Length(ft) 110 Base Capacity(vph) 722 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced We Ratio 0.74 Intersection Summary G:\Projects\1055-Salem(Overlook Acres)\Synchro\1055 No-Build PM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 No-Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour Offset:0(0%),Referenced to phase 2:EBT and 6:WBT,Start of Yellow,Master Intersection Natural Cycle:55 Control Type:Actuated-Coordinated Maximum v/c Ratio:4.91 Intersection Signal Delay:302.5 Intersection LOS:F Intersection Capacity Utilization 106.8% ICU Level of Service G Analysis Period(min)15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Phase conflict between lane groups. Splits and Phases: 1:Traders Way/Marlborough Road&Highland Avenue O1 "02 11, 03 'p4 05 06 i GAProjects11055-Salem(Overlook Acres)ISynchro11055 No-Build PM.syn MDM Transportation Consultants,Inc. i Lanes, Volumes, Timings 2026 No-Build Condition 2: Swampscott Road & Highland Avenue Weekday Evening Peak Hour Lane Group EBT EBR WBU WB L WBT NBL NBR Lane Configurations ft r A ft I if Volume(vph) 1033 186 1 397 1165 147 239 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 13 12 12 12 13 13 Grade(%) 0% 15% , 0% Storage Length(ft) 350 250 200 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Lane Util.Factor 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd.Flow(prot) 3574 1652 0 1670 3274 1829 1620 Flt Permitted 0.950 0.950 Satd.Flow(perm) 3574 1652 0 1670 3274 1829 1620 Right Turn on Red Yes Yes Satd.Flow(RTOR) 194 249 Link Speed(mph) 30 30 30 Link Distance(ft) 1400 825 562 Travel Time(s) 31.8 18.8 12.8 ' Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 1% 1% 0% 0% 2% 2% 3% Adj.Flow(vph) 1076 194 1 414 1214 153 249 Shared Lane Traffic(%) Lane Group Flow(vph) 1076 194 0 415 1214 153 249 Enter Blocked Intersection No No No No No No No Lane Alignment Left Right R NA Left Left Left Right Median Width(ft) 12 12 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 , 16 16 Two way Left Turn Lane Headway Factor 1.00 0.96 1.11 1.11 1.11 0.96 0.96 Turning Speed(mph) 9 9 15 15 9 Number of Detectors 2 1 1 1 2 1 1 ' Detector Template Thru Right Left Left Thru Left Right Leading Detector(ft) 100 20 20 20 100 20 20 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 20 6 20 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel 1 Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type NA Free Prot Prot NA Prot Prot G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 No-Build Condition 2: Swampscott Road & Highland Avenue Weekday Evening Peak Hour 4.% / ;1 Lane Group EBT EBR WBU WBL WBT NBL NBR Protected Phases 2 1 1 6 3 3 Permitted Phases Free Detector Phase 2 1 1 6 3 3 , Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 6.0 Minimum Split(s) 15.0 12.5 12.5 15.0 12.5 12.5 Total Split(s)- 38.5 27.1 27.1 65.6 14.4 14.4 Total Split(%) 48.1% 33.9% 33.9% 82.0% 18.0% 18.0% Maximum Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 . 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3,0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max None None C-Max None None Act Effct Green(s) 34.4 80.0 21.5 60.9 9.1 9.1 Actuated g/C Ratio 0.43 1.00 0.27 0.76 0.11 "0.11 v/c Ratio 0.70 0.12 0.92 0.49 0.74 0.61 Control Delay 14.3 0.1 27.8 2.8 56.8 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.3 0.1 27.8 2.8 56.8 12.1 LOS B A C A E B Approach Delay 12.1 9.2 29.1 Approach LOS B A C 90th Me Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 90th%ile Term Code Coord Max Max Coord Max Max 70th%ile Green(s) 33.5 22.1 22.1 60.6 , 9.4 9.4 70th%ile Term Code Coord Max . Max Coord Max Max 50th%ile Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 50th%ile Term Code Coord Max Max Coord Max Max 30th%ile Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 30th%ile Term Code Coord Max Max Coord Max Max 10th%ile Green(s) 37.9 19.2 19.2 62.1 7.9 7.9 10th%ile Term Code Coord Gap Gap Coord Gap Gap Queue Length 50th(ft) 241 0 127 57 75 0 Queue Length 95th(ft) 230 0 m127 m57 #161 65 Internal Link Dist(ft) 1320 745 482 Turn Bay Length(ft) 350 250 200 Base Capacity(vph) 1535 1652 461 2492 214 410 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.70 0.12 0.90 0.49 0.71 0.61 Intersection Summary Area Type: Other Cycle Length:80 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM.syn MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2026 No-Build Condition 2: Swampscott Road & Highland Avenue Weekday Evening Peak Hour r.. Actuated Cycle Length:80 ' Offset:54(68%),Referenced to phase 2:EBT and 6:WBT,Start of Yellow Natural Cycle:65 Control Type:Actuated-Coordinated Maximum vlc Ratio:0.92 Intersection Signal Delay:12.7 Intersection LOS:B Intersection Capacity Utilization 77.9% ICU Level of Service D . Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. �1 Splits and Phases: 2:Swampscott Road&Highland Avenue two --*02 4N*03 06 I G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 No-Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations 0 9 +T *T+ 4 Volume(vph) 12 1148 4 69 34 1204 11 7 0 9 24 1 ' Ideal Flow(vphpl) 1900 1900 1900 1900 ' 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 130 0 120 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0- Taper Length(ft) 25 25 25 25 , Lane Util.Factor 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.999 0.924 0.960 Fit Protected 0.950 0.950 0.979 0.967 Satd.Flow(prot) 1805 3468 0 0 1721 3502 0 0 1681 0 0 1637 Flt Permitted 0.950 0.155 0.841 0.788 Satd.Flow(perm) 1805 3468 0 0 281 3502 0 0 1444 0 0 1334 Right Turn on Red Yes Yes Yes Satd.Flow(RTOR) 1 1 218 11 Link Speed(mph) 35 35 30 30 Link Distance(ft) 500 600 500 500 Travel Time(s) 9.7 11.7 11.4 11.4 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 0% 4% 0% 0% 15% 3% 0% 0% 0% 4% 4% 0% Adj.Flow(vph) 12 1196 4 72 35 1254 11 7 0 9 25 1 Shared Lane Traffic(%) Lane Group Flow(vph) 12 1200 0 0 107 1265 0 0 16 0 0 37 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right R NA Left Left Right Left Left Right Left Left Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 9 15 9 15 9 15 Number of Detectors 1 2 1 1 2 1 2 1 2 Detector Template Left Thru. Left Left Thru Left Thru Left Thru Leading Detector(ft) 20 . 100 20 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type Prot NA pm+pt pm+pt NA Perm NA Perm NA Protected Phases 1 6 5 5 2 8 4 Permitted Phases 2 2 8 4 G:1Projects11055-Salem(Overlook Acres)\Synchro11055 No-Build PM.syn MDM Transportation Consultants,Inc. ' Lanes, Volumes, Timings 2026 No-Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour Lane Group SBR LaNVonfigurations Volume(vph) 11 Ideal Flow(vphpl) 1900 Storage Length(ft) 0 Storage Lanes 0 Taper Length(ft) + Lane Util.Factor 1.00 Frt Fit Protected ,. Satd.Flow(prot) 0 Fit Permitted Satd.Flow(perm) 0 Right Turn on Red Yes Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor 0.96 Heavy Vehicles(%) 17% Adj.Flow(vph) 11 Shared Lane Traffic(%) Lane Group Flow(vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed(mph) 9 Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Posifion(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases Permitted Phases . G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM.syn MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2026 No-Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Detector Phase 1 6 5 5 2 8 8 4 4 Switch Phase Minimum Initial(s) 6.0 10.0 6.0 6.0 10.0 6.0 6.0 6.0 6.0 Minimum Split(s) 12.5 15.5 13.0 13.0 15.5 11.5 11.5 11.5 11.5 Total Split(s) 15.0 45.0 15.0 15.0 45.0 20.0 20.0 20.0 20.0 Total Split(%) 18.8% 56.3% 18.8% 18.8% 56.3% 25.0% 25.0% 25.0% 25.0% Maximum Green(s) 8.5 39.5 8.0 8.0 39.5 14.5 14.5 14.5 14.5 Yellow Times 4.0 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.5 5.5 7.0 5.5 5.5 5.5 Lead/Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None C-Min None None None None Act Effct Green(s) 6.6 56.1 61.7 . 65.4 7.4 7.4 Actuated g/C Ratio 0.08 0.70 0.77 0.82 0.09 0.09 v/c Ratio 0.08 0.49 0.32 0.44 0.05 0.28 Control Delay 29.7 6.5 5.2 3.9 0.3 31.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.7 6.5 5.2 3.9 0.3 31.1 LOS C A A A A C . Approach Delay 6.7 4.0 0.3 31.1 Approach LOS A A A C 90th%ile Green(s) l 8.5 44.2 8.0 8.0 44.2 9.8 9.8 9.8 9.8 90th%ile Term Code Hold Coord Max Max Coord Hold Hold Gap Gap 70th%ile Green(s) 0,0 46.6 7.3 7.3 60.9 8.1 8.1 8.1 8.1 70th%ile Term Code Skip Coord Gap Gap Coord Hold Hold Gap Gap 50th%ile Green(s) 0.0 48.4 6.7 6.7 62.1 6.9 6.9 6.9 6.9 50th%ile Term Code Skip Coord Gap Gap Coord Hold Hold Gap Gap 30th%ile Green(s) 0.0 61.5 6.0 6.0 74.5 0.0 0.0 0.0 0.0 30th%ile Term Code Skip Coord Min Min Coord Skip Skip Skip Skip 10th%ile Green(s) 0.0 74.5 0.0 0.0 74.5 0.0 0.0 0.0 0.0 10th%ile Term Code Skip Coord Skip Skip Coord Skip Skip Skip Skip Queue Length 50th(ft) 5 90 7 42 0 12 Queue Length 95th(ft) m14 144 m22 252 0 40 Internal Link Dist(ft) 420 520 420 420 Turn Bay Length(ft) 130 120 Base Capacity(vph) 191 2434 360 2865 440 250 Starvation Cap Reductn 0 77 0 0 0 0 Spillback Cap Reductn 0 0 0 116 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.51 0.30 0.46 0.04 0.15 Intersection Summary ' Area Type: Other Cycle Length:80 Actuated Cycle Length:80 Offset:0(0%),Referenced to phase 2:WBTL and 6:EBT,Start of Yellow G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM.syn MDM Transportation Consultants,Inc. f Lanes, Volumes, Timings 2026 No-Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour Lane Group SBR Detector Phase Switch Phase Minimum Initial(s) Minimum Split(s) Total Split(s) Total Split(%) Maximum Green(s) Yellow Time(s) ' All-Red Time(s) Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) Recall Mode Act Effct Green(s) Actuated g/C Ratio v/c Ratio ' Control Delay Queue Delay Total Delay LOS Approach Delay ' Approach LOS 90th%ile Green(s) 90th%ile Term Code 70th%ile Green(s) 70th%ile Term Code 50th%ile Green(s) 50th%ile Term Code ' 30th%ile Green(s) 30th%ile Term Code 1 10th%ile Green(s) 10th%ile Term Code Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn ' Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary G:IProjects11055-Salem(Overlook Acres)ISynchro11055 No-Build PM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 No-Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue weekday Evening Peak Hour Natural Cycle:60 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.49 Intersection Signal Delay:5.6 Intersection LOS:A Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. . Splits'and Phases: 3:Barnes Road/Ravenna Avenue&Highland Avenue 2 p1 1 "p4 01111 r'p5 4p8 , 1 ° 1 1 1 1 1 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 No-Build Condition 4: Highland Avenue & Olde Village Drive Weekday Evening Peak Hour Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations ++r + T+ I r Volume(vph) 36 1056 1152 64 103 10 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 160 0 0 130 Storage Lanes 1 0 1 1 Taper Length(ft) 25 25 Lane Util.Factor 1.00 0.95 0.95 0.95 1.00 1.00 Frt 0.992 0.850 Fit Protected 0.950 0.950 Satd.Flow(prot) 1752 3574 3515 0 1787 1615 Fit Permitted 0.950 0.950 Satd.Flow(perm) 1752 3574 3515 0 1787 1615 Right Turn on Red Yes Yes Satd.Flow(RTOR) 9 11 Link Speed(mph) 35 35 30 Link Distance(ft) 500 500 500 Travel Time(s) 9.7 9.7 11.4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles(%) 3% 1% 2% 0% 1% 0% Adj.Flow(vph) 38 1112 1213 67 108 11 Shared Lane Traffic(%) Lane Group Flow(vph) 38 1112 1280 0 108 11 . Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1 Turning Speed(mph) 15 9 15 9 Number of Detectors 1 2 2 1 1 Detector Template Left Thru Thru Left Right Leading Detector(ft) 20 100 100 . 20 20 Trailing Detector(ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 1 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type Prot NA NA Prot pt+ov Protected Phases 1 6 2 4 14 Permitted Phases 1 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM,syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 No-Build Condition 4: Highland Avenue & Olde Village Drive Weekday Evening Peak Hour Lane Group EBL EBT WBT WBR SBL SBR Detector Phase 1 6 2 4 14 Switch Phase , Minimum Initial(s) 6.0 10.0 10.0 6.0 Minimum Split(s) 12.5 15.5 15.5 11.5 Total Split(s) 20.0 60.0 40.0 20.0 Total Split(%) 25.0% 75.0% 50.0% 25.0% Maximum Green(s) 13.5 54.5 34.5 14.5 Yellow Time(s) 4.0 4.5 4.5 3.0 All-Red Time(s) 2.5 1.0 1.0 2.5 , Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.5 5.5 5.5 5.5 Lead/Lag Lag Lead �. Lead-Lag Optimize? Yes Yes Vehicle Extension(s). 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max None Act Effct Green(s) 10.5 62.4 50.4 10.1 23.5 Actuated g/C Ratio 0.13 0.78 0.63 0.13 0.29 v/c Ratio 0.17 0.40 0.58 0.48 0.02 Control Delay 30.81 4.5 8.5 38.9 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 30.8 4.5 8.5 38.9 8.1 LOS C A A D A Approach Delay 5.4 8.5 36.1 Approach LOS A A D 90th%ile Green(s) 13.5 55.1 35.1 13.9 90th%ile Term Code Hold Coord Coord Gap 70th%ile Green(s) 13.5 57.3 37.3 11.7 70th%ile Term Code Hold Coord Coord Gap 50th%ile Green(s) 13.5 58.9 38.9 10.1 50th%ile Term Code Hold Coord Coord Gap , 30th%ile Green(s) 0.0 60.5 60.5 8.5 30th%ile Term Code Skip Coord Coord Gap 10th%ile Green(s) 0.0 74.5 74.5 0.0 ' 10th%ile Term Code Skip Coord Coord Skip Queue Length 50th(ft) 16 89 325 51 0 Queue Length 95th(ft) 42 146 412 95 9 Internal Link Dist(ft) 420 420 420 Turn Bay Length(ft) 160 130 Base Capacity(vph) 295 2785 2216 323 682 Starvation Cap Reductn 0 0 13 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.13 .0.40 0.58 0.33 0.02 Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:80 Offset:8(10%),Referenced to phase 2:WBT and 6:EBT,Start of Yellow , G:IProjects11055-Salem(Overlook Acres)1Synchr61055 No-Build PM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 No-Build Condition 4: Highland Avenue & Olde Village Drive weekday Evening Peak Hour Natural Cycle:60 ' Control Type:Actuated-Coordinated Maximum v/c Ratio:0.58 Intersection Signal Delay:8.4 Intersection LOS:A Intersection Capacity Utilization 48.9% ICU Level of Service A Analysis Period(min)15 Splits and Phases: 4:Highland Avenue&Olde Village Drive 4- 02 �pl 111*04 twimmannomewa 1 ` 1 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM.syn MDM Transportation Consultants, Inc. 1 HCM 2010 TWSC 2026 No-Build Condition 5: Cedar Road & Highland Avenue Weekday Evening Peak Hour. Intersection ' Int Delay,slveh 0.3 Movement EBT EBR WBL WBT NBL NBR Vol,vehlh 1165 85 0 1318 0 53 Conflicting Peds,#Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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,% 3 0 0 3 0 0 Mvmt Flow 1266 92 0 1433 0 58 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1359 0 2029 679 Stage 1 - - - - 1313 - Stage 2 - - - - 716 - Critical Hdwy - - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up'Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 512 - 51 399 Stage 1 - - - - 220 - Stage 2 - - - - 450 - Platoon blocked,% - - - Mov Cap-1 Maneuver 512 51 399 Mov Cap-2 Maneuver - - - - 51 - Stage 1 - - - - 220 Stage 2 - - - - 450 - Approach EB WB NB , HCM Control Delay,s 0 0 15.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(vehlh) 399 - - 512 - HCM Lane WC Ratio 0.144 - - - - HCM Control Delay(s) 15.5 - - 0 - HCM Lane LOS C - - A - HCM 95th%tile Q(veh) 0.5 - - 0 - G:IProjects11055-Salem(Overlook Acres)1Synchro11055 No-Build PM.syn MDM Transportation Consultants, Inc. MOVEMENT SUMMARY V Site: 1055 No-Build PM -Swampscott at 1St Swampscott Road at 1 st Street Roundabout Movement Performance-Vehicles South SWampscott Road:?. . 1 L2 13 0.0 0.639 9.5 LOS A 6.0 42.4 0.45 0.54 47.0 2 T1 320 3.0 0.639 5.9 LOS A 6.0 42.4 0.45 0.54 48.9 3 R2 558 1.0 0.639 5.9 LOS A 6.0 42A 0.45 0.54 46.9 Approach 891 1.7 0.639 5.9 LOS A 6.0 42.4 0.45 0.54 47.6 East .... §t Street,;: .. 4 L2 345 0.0 0.402 11.0 LOS B 2.0 13.9 0.48 0.76 43.8 5 T1 5 0.0 0.402 7.4 LOS A 2.0 13.9 0.48 0.76 45.0 6 _R_2_ 40 0.0 0.402 7.4 LOS A 2.0 _ 13.9 0.48 0.76 42.3 Approach 390 0.0 0.402 10.6 LOS B. ' 2.0 13.9 0.48 0.76 43.7 1 North Swampscott Road 7 L2 80 1.0 0.674 10.3 LOS B 6.5 46.0 0.76 0.83 45.2 8 T1 525 1.0 0.674 6.8 LOS A 6.5 46.0 0.76 0.83 38.2 19 R2 11 0.0 _ 0.674 7.3 LOS A 6.5 _ _ 46.0 0.76 _! 0.83 46.41 Approach 616 1.0 0.674 7.3 LOS A 6.5 46.0 0.76 0.83 38.9 iNest P;ka Driveway 10 L2 9 0.0 0,078 15.1 LOS B 0.5 3.6 0.84 0.79 48.1 11 T1 15 7.0 0.078 11.8 LOS B 0.5 3.6 0.84 0.79 49.0 i 12 _ R2 18 0.0 0.078 11.5 LOS B 0.5 3.6 0.84 0.79 51.1 Approach 42 2.5 0.078 12.4 LOS B 0.5 3.6 0.84 0.79 49.9 i � . All Vehicles 1939 1 1 ` 0 674 7 4 LOS A 6 5 46 0 0 56 0 68. 43 8 Level of Service(LOS)Method: Delay&v/c(HCM 2010). Roundabout LOS Method:SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement LOS F will result if v/c>1 irrespective of movement delay value(does not apply for approaches and intersection). 1 Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model:SIDRA Standard. SIDRA Standard Delay Model is used.Control Delay includes Geometric Delay. Gap-Acceptance Capacity:SIDRA Standard(Akrelik M313). HV(%)values are calculated forAll Movement Classes of.All Heavy Vehicle Model Designation. ' SIDRA INTERSECTION 6.1 i Copyright.©2000-2015 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation:MDM TRANSPORTATION CONSULTANTS i Processed:Monday,January 27.2020 2:14:27 PM Project: G:\Projects\1055-Salem(Overlook Acres)\Synchro\Sidra-Roundabout\1055 No-Build PM-Swampscott at 1St.sip6 i Lanes, Volumes, Timings 2026 Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations A tt r ft if I *T if Volume(vph) 22 478 694 158 104 624 144 95 232 54 123 122 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 12 13 12 12 13. 12 12 12 12 12 Storage Length(ft) 355 135 215 230 300 300 0 Storage Lanes 1 1 1 1 1 1 0 Taper Length(ft) 25 25 25 25 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.998 0.976 Satd.Flow(prot) 0 1753 3471 1652 1656 3505 1605 1681 1733 1553 0 1809 Flt Permitted 0.211 0.950 0.154 0.489 0.709 Satd.Flow(perm) 0 389 3471 1652 1656 3505 1605 273 849 1553 0 1314 Right Turn on Red Yes Yes Yes Satd.Flow(RTOR) 139 185 240 Link Speed(mph) 35 35 30 30 ' Link Distance(ft) 825 1800 1550 1000 Travel Time(s) 16.1 35.1 35.2 22.7 Peak Hour Factor 0.92 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 2% 3% 4% 1% 9% 3% 4% 2% 4% 4% 2% 3% ' Adj.Flow(vph) 24 498 723 165 108 650 150 99 242 56 128 127 Shared Lane Traffic(%) 10% Lane Group Flow(vph) 0 522 723 165 108 650 150 89 252 56 0 255 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment RNA Left Left Right Left Left Right Left Left Right Left Left Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 9 15 9 15 9 15 9 15 Number of Detectors 1 1 2 1 1 2 1 1 2 1 1 2 Detector Template Left Left Thru Right Left Thru Right Left Thru Right Left Thru Leading Detector(ft) 20 20 100 20 20 100 20 20 100 20 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 6 20 20 6 20 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type custom Prot NA Perm Prot NA Perm Perm NA Free Perm NA Protected Phases 5 2 1 6 3 4 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build AM.syn MDM Transportation Consultants, Inc. 1 Lanes, Volumes, Timings 2026 Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour ' Lane Group SBR Lan4onfigurations r Volume(vph) 600 Ideal Flow(vphpl) 1900 Lane Width(ft) 12 ' Storage Length(ft) 110 Storage Lanes 1 Taper Length(ft) Lane Util.Factor 1.00 t Frt 0.850 Flt Protected Satd.Flow(prot) 1568 Flt Permitted Satd.Flow(perm) 1568 Right Turn on Red Yes Satd.Flow(RTOR) 405 ' Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor 0.96 Heavy Vehicles(%) 3% Adj.Flow(vph) 625 Shared Lane Traffic(%) Lane Group Flow(vph) 625 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) ' Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed(mph) 9 Number of Detectors 1 Detector Template Right ' Leading Detector(ft) 20 Trailing Detector(ft) 0 Detector 1 Position(ft) 0 Detector 1 Size(ft) 20 Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 ' Detector 1 Queue(s) 0.0 Detector 1 Delay(s) 0.0 Detector 2 Position(ft) ' Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type pt+ov Protected Phases 451 ' G:1Projects11055-Salem(Overlook Acres)ISynchro11055 Build AM.syn MDM Transportation Consultants,Inc. t Lanes, Volumes, Timings 2026 Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour , Lane Group EBU EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT Permitted Phases 5! 2 6 3 Free 4 Detector Phase 5 5 2 2 1 6 6 3 3 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 . 6.0 Minimum Split(s) 12.5 12.5 16.0 16.0 12.0 16.0 16.0 12.0 12.0 11.5 11.5 Total Split(s) 24.0 24.0 33.0 33.0 13.0 22.0 22.0 31.0 31.0 23.0 23.0 Total Split(%) 24.0% 24.0% 33.0% 33.0% 13.0% 22.0% 22.0% 31.0% 31.0% 23.0% 23.0% Maximum Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ' All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ' Lead/Lag Lead Lead Lag Lag Lead Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes _ Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3:0 3.0 Recall Mode None None C-Max C-Max None C-Max C-Max None None None None ' Act Effct Green(s) 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 100.0 18.0 Actuated g/C Ratio 0.19 0.28 0.28 0.08 0.17 0.17 0.26 0.26 1.00 0.18 v/c Ratio 7.15 0.74 0.29 0.82 1.09 0.35 1.27 1.15 0.04 1.08 Control Delay 2794.4 17.2 3.2 88.0 104.6 5.3 232.0 141.4 0.0 122.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 2794.4 17.2 3.2 88.0 104.6 5.3 232.0 141.4 0.0 122.2 LOS F B A F F A F F A F ' Approach Delay 1043.7 86.2 141.8 44.4 Approach LOS F F F D 90th%Ile Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 90th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max ' 70th%Ile Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 70th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 50th%Ile Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 50th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 30th%Ile Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 30th°/wile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max , 10th%Ile Green(s) 19.0 19.0 28.0 28.0 8.0 17.0 17.0 26.0 26.0 18.0 18.0 10th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max Queue Length 50th(ft) -597 190 23 69 -247 0 -74 ~198 0 -182 Queue Length 95th(ft) #843 187 m18 #165 #361 33 #180 #362 0 #339 Internal Link Dist(ft) 745 1720 1470 920 Turn Bay Length(ft) 355 135 215 230 300 300 Base Capacity(vph) 73 971 562 132 595 426 70 220 1553 236 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 , Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 7.15 0.74 0.29 . 0.82 1.09 0.35 1.27 1.15 0.04 1.08 Intersection Summary Area Type: Other Cycle Length:100 Actuated Cycle Length:100 G:IProjects11055-Salem(Overlook Acres)1Synchro11055 Build AM.syn MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2026 Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour Lane Group SBR Permitted Phases Detector Phase 45 Switch Phase Minimum Initial(s) ' Minimum Split(s) Total Split(s) Total Split(%) Maximum Green(s) ' Yellow Time(s) All-Red Time(s) Lost Time Adjust(s) ' Total Lost Time(s) Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 1 Recall Mode Act Effct Green(s) 42.0 Actuated g/C Ratio 0.42 v/c Ratio 0.70 ' Control Delay 12.6 Queue Delay 0.0 Total Delay 12.6 LOS B Approach Delay Approach LOS 90th%ile Green(s) ' 90th%ile Term Code 70th%ile Green(s) 70th%ile Term Code ' 50th%ile Green(s) 50th%ile Term Code 30th%ile Green(s) ' 301:1%ile Term Code 10th%ile Green(s) 10th%ile Term Code Queue Length 50th(ft) 104 Queue Length 95th(ft) 241 Internal Link Dist(ft) Turn Bay Length(ft) 110 Base Capacity(vph) 893 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 t Reduced v/c Ratio 0.70 Intersection Summary i ' G:IProjects11055-Salem(Overlook Acres)ISynchro11055 Build AM.syn MDM Transportation Consultants,Inc. 1 Lanes, Volumes, Timings 2026 Build Condition ' 1: Traders Way/Marlborough Road & Highland Avenue Weekday Morning Peak Hour Offset:0(0%),Referenced to phase 2:EBT and 6:WBT,Start of Yellow,Master Intersection Natural Cycle:55 Control Type:Actuated-Coordinated Maximum v/c Ratio:7.15 Intersection Signal Delay:457.6 Intersection LOS:F ' Intersection Capacity Utilization 111.0% ICU Level of Service H Analysis Period(min)15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. ' # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. r ! Phase conflict between lane groups. Splits and Phases: 1:Traders Way/Marlborough Road&Highland Avenue p 1 02 `1 03 04 05 4 p6 1 1 r r ' r r r � r G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build AM.syn MDM Transportation Consultants,Inc. r 1 Lanes, Volumes, Timings 2026 Build Condition 2: Swampscott Road & Highland Avenue Weekday Morning Peak Hour Lane Group EBT EBR, WBU WBL WBT NBL NBR Lane Configurations ft r 9 tt I if 1 Volume(vph) 1149 161 2 337 961 122 222- Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 13 12 12 12 13 13 Grade(%) 0% 15% 0% ' Storage Length(ft) 350 250 200 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 t Lane Util.Factor 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Frt 0.850 0..850 Flt Protected 0.950 0.950 Satd.Flow(prot) 3539 1503 0 1606 3242 1865 1605 ' Flt Permitted 0.950 0.950 Satd.Flow(perm) 3539 1503 0 1606 3242 1865 1605 Right Turn on Red Yes Yes Satd.Flow(RTOR) 144 244 Link Speed(mph) 35 35 30 Link Distance(ft) 1400 825 562 Travel Time(s) 27.3 16.1 12.8 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles(%) 2% 11% 0% 4% 3% 0% 4% Adj,Flow(vph) 1263 177 2 370 1056 134 244 ' Shared Lane Traffic(%) Lane Group Flow(vph) 1263 177 0 372 1056 134 244 Enter Blocked Intersection No No No No No No No Lane Alignment Left Right R NA Left Left Left Right ' Median Width(ft) 12 12 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 ' Two way Left Turn Lane Headway Factor 1.00 0.96 1.11 1.11 1.11 0.96 0.96 Turning Speed(mph) 9 9 15 15 9 Number of Detectors 2 1 1 1 2 1 1 ' Detector Template Thru Right Left Left Thru Left Right Leading Detector(ft) 100 20 20 20 100 20 20 Trailing Detector(ft) 0 0 0 0 0 0 . 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 ' Detector 1 Size(ft) 6 20 20 20 6 20 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel ' Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel ' Detector 2 Extend(s) 0.0 0.0 Turn Type NA Free Prot Prot NA Prot Prot G:1Projects11055-Salem(Overlook Acres)ISynchr0055 Build AM.syn MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2026 Build Condition ' 2: Swampscott Road & Highland Avenue Weekday Morning Peak Hour Lane Group EBT EBR WBU WBL WBT NBL NBR ' Protected Phases 2 1 1 6 3 3 Permitted Phases Free ' Detector Phase 2 1 1 6 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 6.0 Minimum Split(s) 15.0 12.5 12.5 15.0 12.5 12.5 , Total Split(s) 45.0 36.0 36.0 81.0 19.0 19.0 Total Split(%) 45.0% 36.0% 36.0% 81.0% 19.0% 19.0% Maximum Green(s) 40.0 31.0 31.0 76.0 14.0 14.0 ' Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead ' Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max None None C-Max None None Act Effct Green(s) 46.2 100.0 27.0 78.2 11.8 11.8 Actuated g/C Ratio 0.46 1.00 0.27 0.78 0.12 0.12 We Ratio 0.77 0.12 0.86 0.42 0.61 0.60 Control Delay12.1 ' 22.5 0.1 32.5 6.4 53.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 22.5 0.1 32.5 6.4 53.8 12.1 LOS C A C A D B Approach Delay 19.8 13.2 26.9 Approach LOS B B C 90th%Ile Green(s) 40.0 31.0 31.0 76.0 14.0 14.0 90th%Ile Term Code Coord Max Max Coord Max Max 70th%Ile Green(s) 40.0 31.0 31.0 76.0 14.0 14.0 70th%Ile Term Code Coord Max Max Coord Max Max 50th%Ile Green(s) 44.1 28.5 28.5 77.6 12.4 12.4 50th°/vile Term Code Coord Gap Gap Coord Gap Gap 30th%Ile Green(s) 49.4 25.0 25.0 79.4 10.6 10.6 30th%Ile Term Code Coord Gap Gap Coord Gap Gap , 10th%Ile Green(s) 57.6 19.6 19.6 82.2 7.8 7.8 10th%Ile Term Code Coord Gap Gap Coord Gap Gap Queue Length 50th(ft) 370 0 240 228 82 0 , Queue Length 95th(ft) #526 0 m266 m227 141 69 Internal Link Dist(ft) 1320 745 482 Turn Bay Length(ft) 350 250 200 Base Capacity(vph) 1635 1503 497 2536 261 434 , Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced We Ratio 0.77 0.12 0.75 0.42 0.51 0.56 ' Intersection Summary Area Type: Other Cycle Length:100 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build AM.syn , MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 Build Condition 2: Swampscott Road & Highland Avenue' Weekday Morning Peak Hour Actuated Cycle Length:100 ' Offset:84(84%),Referenced to phase 2:EBT and 6:WBT,Start of Yellow Natural Cycle:75 Control Type:Actuated-Coordinated ' Maximum v/c Ratio:0.86 Intersection Signal Delay: 17.7 Intersection LOS:B Intersection Capacity Utilization 76.8%. ICU Level of Service D Analysis Period(min)15 ' # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. ' Splits and Phases: 2:Swampscott Road&Highland Avenue A01 4,1+p3 p6 I t t ' G:1Projects11055-Salem(Overlook Acres)ISynchro11055 Build AM.syn MDM Transportation Consultants,Inc. t . Lanes, Volumes, Timings 2026 Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour ---I -• --v (W 'r '` '\ t r` I Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT , Lane Configurations A +T A +T 4 4 Volume(vph) 9 1201 3 79 13 1014 8 49 0 25 28 .1 ' Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 130 0 120 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 Taper Length(ft) 25 25 25 25 ' Lane Util.Factor 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.954 0,977 Fit Protected 0.950 0.950 0.968 0.961 ' Said.Flow(prot) 1805 3471 0 0 1766 '3502 0 0 1731 0 0 1682 Fit Permitted 0.950 0.160 0.779 0.784 Said.Flow(perm) 1805 3471 0 0 297 3502 0 0 1393 0 0 1372 ' Right Turn on Red Yes Yes Yes Said.Flow(RTOR) 1 175 6 Link Speed(mph) 35 35 30 30 Link Distance(ft) 500 300 500 500 , Travel Time(s) 9.7 5.8 11.4 11.4 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 0% 4% 0% 0% 15% 3% 0% 0% 0% 4% 4% 0% Adj.Flow(vph) 9 1251 3 82 14 1056 8 51 0 26 29 1 Shared Lane Traffic(%) ' Lane Group Flow(vph) 9 1254 0 0 96 1064 0 0 77 0 0 36 Enter Blocked Intersection No No No No No No No No No No No No ' Lane Alignment Left Left Right R NA Left Left Right Left Left Right Left Left Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 9 15 9 15 9 15 ' Number of Detectors 1 2 1 1 2 1 2 1 2 Detector Template Left Thru Left Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 t Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex ' Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type Prot NA pm+pt pm+pt NA Perm NA Perm NA ' Protected Phases 1 6 5 5 2 8 4 Permitted Phases 2 2 8 4 G:1Projects11055-Salem(Overlook Acres)ISynchro11055 Build AM.syn ' MDM Transportation Consultants, Inc. ' Lanes, Volumes, Timings 2026 Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour, ' Lane Group SBR Lan4Configurations ' Volume(vph) 6 Ideal Flow(vphpl) 1900 Storage Length(ft) 0 ' Storage Lanes 0 Taper Length(ft) Lane U61.Factor 1.00 Frt Fit Protected Satd.Flow(prot) 0 Fit Permitted ' Satd.Flow(perm) 0 Right Turn on Red Yes Satd.Flow(RTOR) Link Speed(mph) ' Link Distance(ft) Travel Time(s) Peak Hour Factor 0.96 Heavy Vehicles(%) 17% Adj.Flow(vph) 6 Shared Lane Traffic(%) Lane Group Flow(vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) ' Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 ' Turning Speed(mph) 9 Number of Detectors Detector Template ' Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) ' Detector 1 Type Detector 1 Channel Detector 1 Extend(s) ' Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type ' Protected Phases Permitted Phases G:1Projects11055-Salem(Overlook Acres)kSynchrok1055 Build AM.syn MDM Transportation Consultants,Inc. Lanes Volumes Timings 2026 Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour , Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT , Detector Phase 1 6 5 .5 2 8 8 4 4 Switch Phase ' Minimum Initial(s) 6.0 10.0 6.0 6.0 10.0 6.0 6.0 6.0 6.0 Minimum Split(s) 12.5 15.5 13.0 13.0 15.5 11.5 11.5 11.5 11.5 Total Split(s) 15.0 60.0 20.0 20.0 65.0 20.0 20.0 20.0 20.0 , Total Split(%) 15.0% 60.0% 20.0% 20.0% 65.0% 20.0% 20.0% 20.0% 20.0% Maximum Green(s) 8.5 54.5 13.0 13.0 59.5 14.5 14.5 14.5 14.5 Yellow Time(s) 4.0 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 2.0 2.0 2.0 2.0 ' Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.5 5.5 7.0 5.5 5.5 5.5 Lead/Lag Lag Lag Lead Lead Lead ' Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None C-Max None None None None Act Effct Green(s) 6.6 73.0 78.9 81.5 7.9 7.9 , Actuated g/C Ratio 0.07 0.73 0.79 0.82 0.08 0.08 v/c Ratio 0.08 0.50 0.28 0.37 0.28 0.32 Control Delay 42.9 6.5 9.3 8.1 2.6 44.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.9 6.6 9.3 8.1 2.6 44.6 LOS D A A A A D Approach Delay 6.8 8.2 2.6 44.6 Approach LOS A A A D 90th%Ile Green(s) 8.5 61.4 9.8 9.8 63.2 10.8 10.8 10.8 10.8 90th%Ile Term Code Hold Coord Gap Gap Coord Hold Hold Gap Gap ' 70th%Ile Green(s) 0.0 66.0 7.1 7.1 80.1 8.9 8.9 8.9 8.9 70th%Ile Term Code Skip Coord Gap Gap Coord Hold Hold Gap Gap 50th%Ile Green(s) 0.0 67.8 6.6 6.6 81.4 7.6 7.6 7.6 7.6 50th%Ile Term Code Skip Coord Gap Gap Coord Hold Hold Gap Gap ' 30th%Ile Green(s) 0.0 69.6 6.2 6.2 82.8 6.2 6.2 6.2 6.2 30th%Ile Term Code Skip Coord Gap Gap Coord Hold Hold Hold Hold 10th%Ile Green(s) 0.0 94.5 0.0 0.0 94.5 0.0 0.0 0.0 0.0 , 10th%Ile Term Code Skip Coord Skip Skip Coord Skip Skip Skip Skip Queue Length 50th(ft) 6 104 23 135 0 18 Queue Length 95th(ft) m13 122 71 298 0 49 Internal Link Dist(ft) 420 220 420 420 t Turn Bay Length(ft) 130 120 Base Capacity(vph) 153 2532 425 2854 351 204 Starvation Cap Reductn 0 146 0 0 0 0 ' Spillback Cap Reductn 0 0 0 19 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.53 0.23 0.38 0.22 0.18 Intersection Summary ' Area Type: Other Cycle Length: 100 Actuated Cycle Length:100 ' Offset:40(40%),Referenced to phase 2:WBTL and 6:EBT,Start of Yellow G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build AM.syn ' MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 Build Condition ' 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour Lane Group SBR Detector Phase ' Switch Phase Minimum Initial(s) Minimum Split(s) ' Total Split(s) Total Split(%) Maximum Green(s) Yellow Time(s) All-Red Time(s) Lost Time Adjust(s) Total Lost Time(s) Lead/Lag ' Lead-Lag Optimize? Vehicle Extension(s) Recall Mode Act Effct Green(s) ' Actuated g/C Ratio We Ratio Control Delay Queue Delay Total Delay LOS ' Approach Delay Approach LOS 90th%ile Green(s) ' 90th%ile Term Code 70th%ile Green(s) 70th%ile Term Code 50th%ile Green(s) 50th%Ile Term Code 30th%ile Green(s) 30th%ile Term Code 10th%ile Green(s) t 10th%ile Term Code Queue Length 50th(ft) Queue Length 95th(ft) ' Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced vlc Ratio ' Intersection Summary G:IProjects11055-Salem(Overlook Acres)ISynchro11055 Build AM.syn MDM Transportation Consultants, Inc. f Lanes, Volumes, Timings 2026 Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Morning Peak Hour Natural Cycle:60 Control Type:Actuated-Coordinated , Maximum We Ratio:0.50 Intersection Signal Delay:7.9 Intersection LOS:A Intersection Capacity Utilization 58.4% ICU Level of Service B ' Analysis Period(min)15 m Volume for 95th.percentile queue is metered by upstream signal. Splits and Phases: 3:Barnes Road/Ravenna Avenue&Highland Avenue I Aw �p1 1�'da NMI Ap5 --ft6 �08 ' r f G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build AM.syn MDM Transportation Consultants,Inc. ' ' Lanes, Volumes, Timings 2026 Build Condition 4: Highland Avenue & Olde Village Drive Weekday Morning Peak Hour, ' Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations ++ 0 r ' Volume(vph) 50 1144 1018 52 58 21 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 160 0 0 130 Storage Lanes 1 0 1 1 Taper Length(ft) 25 25 Lane Util,Factor 1.00 0.95 0.95 0.95 1.00 1.00 Frt 0.993 0.850 ' Flt Protected 0.950 0.950 Satd.Flow(prot) 1736 3471 3355 0 . 1736 1538 Flt Permitted 0,950 0.950 Satd.Flow(perm) 1736 3471 3355 0 1736 1538 ' Right Turn on Red Yes Yes Said.Flow(RTOR) 7 22 Link Speed(mph) 35 35 30 ' Link Distance(ft) 500 500 500 Travel Time(s) 9.7 9.7 11.4 Peak Hour Factor 0.94 0.94 0.94 0.94 0:94 0.94 Heavy Vehicles(%) 4% 4% 7% 4% 4%. 5% Adj.Flow(vph) 53 1217 1083 55 62 22 Shared Lane Traffic(%) Lane Group Flow(vph) 53 1217 1138 0 62 22 ' Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 ' Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 ' Turning Speed(mph) 15 9 15 9 Number of Detectors 1 2 2 1 1 Detector Template Left Thru Thru Left Right Leading Detector(ft) 20 100 100 20 20 ' Trailing Detector(ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 ' Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 ' Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 ' Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extends 0.0 0.0 Turn Type Prot NA NA Prot pt+ov ' Protected Phases 1 6 2 4 14 Permitted Phases 1 G:1Projects11055-Salem(Overlook Acres)ISynchroU055 Build AM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 Build Condition ' 4: Highland Avenue & Olde Village Drive Weekday Morning Peak Hour, .* --r r-- 4" W Lane Group EBL EBT WBT WBR SBL SBR , Detector Phase 1 6 2 4 14 Switch Phase ' Minimum Initial(s) 6.0 10.0 10.0 6.0 Minimum Split(s) 12.5 15.5 15.5 11.5 Total Split(s) 20.0 70.0 50.0 30.0 , Total Split(%) 20.0% 70.0% 50.0% 30.0% Maximum Green(s) 13.5 64.5 44.5 24.5 Yellow Time(s) 4.0 4.5 4.5 3.0 All-Red Time(s) 2.5 1.0 1.0 2.5 ' Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.5 5.5 5.5 5.5 Lead/Lag Lag Lead , Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max None Act Effct Green(s) 12.0 83.4 67.4 9.0 25.2 , Actuated g/C Ratio 0.12 0.83 0.67 0.09 0.25 v/c Ratio 0.25 0.42 0.50 0.39 0.05 Control Delay 42.1 3.5 10.0 49.5 10.3 ' Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 42.1 3.5 10.0 49.5 10.3 LOS D A B D B Approach Delay _ 5.1 10.0 39.2 ' Approach LOS A B D 90th%Ile Green(s) 13.5 76.6 56.6 12.4 90th%Ile Term Code Hold Coord Coord Gap ' 70th%Ile Green(s) 13.5 78.6 58.6 10.4 70th%Ile Term Code Hold Coord Coord Gap 50th%Ile Green(s) 13.5 80.1 60.1 8.9 50th%Ile Term Code Hold Coord Coord Gap t 30th%Ile Green(s) 13.5 81.5 61.5 7.5 30th%Ile Term Code Hold Coord Coord Gap 10th%Ile Green(s) 0.0 94.5 94.5 0.0 10th%Ile Term Code Skip Coord Coord Skip ' Queue Length 50th(ft) 31 95 276 38 0 Queue Length 95th(ft) 68 150 35 77 17 Internal Link Dist(ft) 420 420 420 ' Turn Bay Length(ft) 160 130 Base Capacity(vph) 234 2893 2262 425 681 Starvation Cap Reductn 0 0 114 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.23 0.42 0.53 0.15 0.03 Intersection Summary ' Area Type: Other Cycle Length:100 Actuated Cycle Length:1Q0 Offset:44(44%),Referenced to phase 2:WBT and 6:EBT,Start of Yellow G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build AM.syn ' MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 Build Condition 4: Highland Avenue & Olde Village Drive weekday Morning Peak Hour Natural Cycle:55 ' Control Type:Actuated-Coordinated Maximum We Ratio:0.50 Intersection Signal Delay:8.5 Intersection LOS:A Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period(min)15 Splits and Phases: 4:Highland Avenue&Olde Village Drive 4-- 02 Y 01 4 1 II G:\Projects11055-Salem(Overlook Acres)\Synchro\1055 Build AM.syn ' MDM Transportation Consultants, Inc. HCM 2010 TWSC 2026 Build Condition ' 5: Cedar Road & Highland Avenue Weekday Morning Peak Hour Intersection , Int Delay,s/veh 0.7 Movement EBT EBR WBL' WBT NBL NBR ' Vol,veh/h 1292 63 0 1115 0 98 Conflicting Peds,#/hr 0 0 0 0 0 0 a Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 ' Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 96 96. 96 96 96 96 Heavy Vehicles,% 4 0 0 3 0 0 ' Mvmt Flow 1346 66 0 1161 0 102 Major/Minor Majorl Major2 Minorl ' Conflicting Flow Al 0 0 1411 0 1960 706 Stage 1 - - - - 1379 - 2 - - - - t � Criticall Hdwy 6.y - - 4.1 - 6.8 6:9 Critical Hdwy Stg 1 5.8 Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - 2.2 - 3.5 3.3 ' Pot Cap-1 Maneuver - - 490 - 57 .383 Stage 1 - - - - 203 - Stage 2 - - - - 528 - Platoon blocked,% - - Mov Cap-1 Maneuver - - 490 - 57 383 Mov Cap-2 Maneuver - - - - 57 - Stage 1 - - - - 203 Stage 2 - - - - 528 - PP A roach EB WB NB i HCM Control Delay,s 0 0 17.8 , HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT ' Capacity(veh/h) . 383 - - 490 - HCM Lane VIC Ratio 0.267 - - HCM Control Delay(s) 17.8 - - 0 - HCM Lane LOS C - - A - HCM 95th%tile Q(veh) 1.1 - - 0 - GAProjects11055-Salem(Overlook Acres)1Synchro11055 Build AM.syn ' MDM Transportation Consultants,Inc. HCM 2010 TWSC 2026 Build Condition 7: Site Driveway & Highland Avenue Weekday Morning Peak Hour Intersection Int Delay,s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Vol,veh/h 1318 21 0 1115 0 37 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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,% 2 2 2 2 2 2 Mvmt Flow 1433 23 0 1212 0 40 Major/Minor Majorl Major2 Minorl ' Conflicting Flow All 0 0 1455 0 2050 728 Stage 1 - - - 1444 - Stage 2 - - - - 606 - Critical Hdwy _ - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 ' Pot Cap-1 Maneuver - - 461 - 48 366 Stage 1 - - - - 183 - Stage 2 - - - - 507 - Platoon blocked,% _ - - Mov Cap-1 Maneuver 461 48 366 Mov Cap-2 Maneuver - - - - 48 - Stage 1 - - - - 183 - ' Stage 2 - - - - 507 - s Approach EB WB NB HCM Control Delay,s 0 0 16 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 366 - - 461 - HCM Lane V/C Ratio 0.11 - - - - HCM Control Delay(s) 16 _ 0 - HCM Lane LOS C A HCM 95th%tile Q(veh) 0.4 - - 0 - G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build AM.syn ' MDM Transportation Consultants, Inc. MOVEMENT SUMMARY ®Site: 1055 Build AM-Swampscott at 1St Swampscott Road at 1 st Street Roundabout t Movement Performance-Vehicles ISouth;Swampscott Road; 1 L2 25 0.0 0.495 9.2 LOS A 3.5 25.7 0.30 0.52 47.3 j t 2 2 T1 3 90 6.0 0.495 5.6 LOS A 3.5 25.7 0.30 0.52 49.21 3 R2 381 5.0 0.495 5.6 LOS A 3.5 25.7 0.30 0.52 47.2 Approach 696 5.2 0.495 5.8 LOS A 3.5 25.7 0.30 0.52 48.01 East 1st Street. r:. . . . 4 L2 217 4.0 0.265 10.8 LOS B 1.1 7.9 0.41 0.73 43.9 i 5 T1 7 0.0 0.265 7.2 LOSA 1.1 7.9 0.41 0.73 45.2 6_ R2 _33 0.0 0.265 _7.1 LOS A 1.1 7.9 0.41 0.73 42.5 J Approach 257 3.4 0.265 10.2 LOS B 1.1 7.9 0.41 0.73 43.8 ;North Sirvampscoft Road 7 L2 52 12.0 0.556 8.2 LOS A 3.9 28.9 0.59 0.60 45.6 i 8 T1 441 8.0 0.556 4.6 LOS A 3.9 28.9 0.59 0.60 39.4 9 _R2 _ 55 _ 0.0 _0.556 _ 4.8 LOS A 3.9 _ 28.9 0.59 _ 0.60 Approach 548 7.6 0.556 5.0 LOS A 3.9 28.9 0.59 0.60 40.4 ;;West .Plaza DnvewaY . ... ., i 10 L2 13 8.0 0.050 12.8 LOS B 0.3 2.2 0.71 0.71 49.4 ' 11 T1 12 0.0 0.050 8.8 LOS A 0.3 2.2 0.71 0.71 50.7 12 R2 _ 11_ 10.0_ 0.050 9.2_ LOSA 0.3 2.2 0.71 _ 0.71 _52.0 s Approach 35 5.9 0.050 10.4 F LOS B 0.3 2.2 0.71 0.71 50.8 All Vehicles 1536 5 8 0.55 6 3 LOS A 3 9 28:9 U 43 0 59 44 5 Level of Service(LOS)Method:Delay&v/c(HCM 2010). ' Roundabout LOS Method:SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement LOS F will result if v/c>1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). Roundabout Capacity Model:SIDRA Standard. SIDRA Standard Delay Model is used.Control Delay includes Geometric Delay. Gap-Acceptance Capacity:SIDRA Standard(Akgelik M313). HV(%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 1 Copyright©2000-2015 Akcelik and Associates Ply Ltd I sidrasolutions.com Organisation:MDM TRANSPORTATION CONSULTANTS I Processed:Monday,January 27,2020 2:15:54 PM Project: G:\Projects\1055-Salem(Overlook Acres)\Synchro\Sidra-Roundabout\1055 Build AM-Swampscott at 1St.sip6 t I, I i ' Lanes, Volumes, Timings 2026 Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour ' Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations tt r I tt F Vi FT If ' Volume(vph) 15 445 620 247 198 857 209 179 203 80 96 206 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 12 13 12 12 13 12 12 12 12 12 Storage Length(ft) 355 135 215 230 300 300 0 Storage Lanes 1 1 1 1 1 1 0 Taper Length(ft) 25 25 25 25 Lane U61.Factor 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 ' Frt 0.850 0.850 0.850 Fit Protected 0.950 0.950 0.950 0.996 0.984 Satd.Flow(prot) 0 1771 3505 1669 1805 3539 1652 1681 1779 1538 0 1844 Fit Permitted 0.364 0,950 0.190 0.368 0.803 Satd.Flow(perm) 0 678 3505 1669 1805 3539 1652 336 657 1538 0 1505 Right Turn on Red Yes Yes Yes Satd.Flow(RTOR) 255 215 232 Link Speed(mph) 30 30 30 30 Link Distance(ft) 825 900 775 1000 Travel Time(s) 18.8 20.5 17.6 22.7 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0,97 0.97 0.97 0.97 0.97 0.97 ' Heavy Vehicles(%) 0% 2% 3% 0% 0% 2% 1% 2% 1% 5% 0% 2% Adj.Flow(vph) 15 459 639 255 204 884 215 185 209 82 99 212 Shared Lane Traffic(%) 10% Lane Group Flow(vph) 0 474 639 255 204 884 215 166 228 82 0 311 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right Left Left Right Left Left Right Left Left Median Width(ft) 12 12 12 12 ' Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 9 15 9 15 9 15 9 15 Number of Detectors 1 1 2 1 1 2 1 1 2 1 1 2 Detector Template Left Left Thru Right Left Thru Right Left Thru Right Left Thru Leading Detector(ft) 20 20 100 20 20 100 20 20 100 20 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0 1 Detector 1 Size(ft) 20 20 6 20 20 6 20 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94. 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type custom Prot NA Perm Prot NA Perm Perm NA Free Perm NA Protected Phases 5 2 1 6 3 4 G:IProjects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 Build Condition ' 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour Lane Group SBR ' Lan4onfigurations Volume(vph) 543 ' Ideal Flow(vphpl) 1900 Lane Width(ft) 12 Storage Length(ft) 110 Storage Lanes 1 Taper Length(ft) Lane Util.Factor 1.00 Frt 0.850 ' Flt Protected Satd.Flow(prot) 1599 At Permitted Satd.Flow(perm) 1599 Right Turn on Red Yes Satd.Flow(RTOR) 250 Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor 0.97 Heavy Vehicles(%) 1% ' Adj.Flow(vph) 560 Shared Lane Traffic(%) Lane Group Flow(vph), 560 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) , Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 ' Turning Speed(mph) 9 Number of Detectors 1 Detector Template Right Leading Detector(ft) 20 ' Trailing Detector(ft) 0 Detector 1 Position(ft) 0 Detector 1 Size(ft) 20 , Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 ' Detector 1 Delay(s) 0.0 Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type pt+ov Protected Phases 4 5! G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn MDM Transportation Consultants,Inc. ' Lanes, Volumes, Timings 2026 Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Permitted Phases 5! 2 6 3 Free 4 ' Detector Phase 5 5 2 2 1 6 6 3 3 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 &0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 ' Minimum Split(s) 12.5 12.5 15.5 15.5 12.0 15.5 15.5 12.0 12.0 11.5 11.5 Total Split(s) 16.0 16.0 24.0 24.0 110 21.0 21.0 26.0 26.0 17.0 17.0 Total Split(%) 20.0%u 20.0% 30.0% 30.0% 16.3% 26.3% 26.3% 32.5% 32.5% 21.3% 21.3% Maximum Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 - 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ' Lead/Lag Lead Lead Lag Lag Lead Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 ' Recall Mode None None C-Max C-Max None C-Max C-Max None None None None Act Effct Green(s) 11.0 19.0 19.0 8.0 16.0 16.0 21.0- 21.0 80.0 12.0 Actuated g/C Ratio 0.14 0.24 0.24 0.10 0.20 0.20 0.26 0.26 1.00 0.15 v/c Ratio 5.10 0.77 0.43 1.13 1.25 0.43 1.89 1.33 0.05 1.38 ' Control Delay 1870.5 23.7 8.5 144.1 154.5 7.2 462.2 210.1 0.1 227.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 1870.5 23.7 8.5 144.1 154.5 7.2 462.2 210.1 0.1 227.7 1 LOS F C A F F A F F A F Approach Delay 660.8 128.6 261.9 95.0 Approach LOS F F F F 90th%Ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 90th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 70th%Ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 70th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max ' 50th%wile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 50th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max 30th%Ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 _301:1%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max ' 10th%Ile Green(s) 11.0 11.0 19.0 19.0 8.0 16.0 16.0 21.0 21.0 12.0 12.0 10th%Ile Term Code Max Max Coord Coord Max Coord Coord Max Max Max Max Queue Length 50th(ft) -405 174 69 -120 -294 0 -135 -157 0 -209 Queue Length 95th(ft) #591 234 m90 #249 #410 54 #258 #300 0 #361 Internal Link Dist(ft) 745 820 695 920 Turn Bay Length(ft) 355 135 215 230 300 300 Base Capacity(vph) 93 832 590 180 707 502 88 172 1538 225 1 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 ' Reduced We Ratio 5.10 0.77 0.43 1.13 1.25 0.43 1.89 1.33 0.05 1.38 Intersection Summary Area Type: Other ' Cycle Length:80 Actuated Cycle Length:80 G:\Projects\l055-Salem(Overlook Acres)\Synchro\l055 Build PM.syn MDM Transportation Consultants, Inc. t Lanes, Volumes, Timings 2026 Build Condition 1: Traders Way/Marlborough Road & Highland Avenue Weekday Evening Peak Hour Lane Group SBR Permitted Phases Detector Phase 45 ' Switch Phase Minimum Initial(s) Minimum Split(s) ' Total Split(s) Total Split(%), Maximum Green(s) Yellow Time(s) e All-Red Time(s) Lost Time Adjust(s) Total Lost Time(s) ' Lead/Lag Lead Lag Optimize? Vehicle Extension(s) Recall Mode , Act Effct Green(s) 28.0 Actuated g/C Ratio 0.35 v/c Ratio 0.78 ' Control Delay 21.4 Queue Delay 0.0 Total Delay 21.4 LOS C ' Approach Delay Approach LOS 90th%ile Green(s) 90th%ile Term Code 70th%ile Green(s) 70th%ile Term Code 50th%ile Green(s) ' 50th%ile Term Code 30th%ile Green(s) 30th%ile Term Code 10th Me Green(s) ' 10th%ile Term Code Queue Length 50th(ft) 137 Queue Length 95th(ft) #289 t Internal Link Dist(ft) Turn Bay Length(ft) 110 Base Capacity(vph) 722 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.78 , Intersection Summary G:IProjects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn MDM Transportation Consultants,Inc. ' Lanes, Volumes, Timings 2026 Build Condition 2: Swampscott Road & Highland Avenue Weekday Evening Peak Hour 4.% 10- Lane Group EBT EBR WBU WBL WBT NBL NBR Lane Configurations tt r tt I if ' Volume(vph) 1072 189 1 397 1223 152 239 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 13 12 12 12 13 13 ' Grade(%) 0% 15% 0% Storage Length(ft) 350 250 200 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Lane Util.Factor 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 ' Satd.Flow(prot) 3574 1652 0 1670 3274 1829 1620 Fit Permitted 0.950 0.950 Satd. Flow(perm) 3574 1652 0 1670 3274 1829 1620 Right Turn on Red Yes Yes Satd.Flow(RTOR) 197 249 Link Speed(mph) 30 30 30 Link Distance(ft) 1400 825 562 Travel Time(s) 31.8 18.8 12.8 ' Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 1% 1% 0% 0% 2% 2% 3% Adj.Flow(vph) 1117 197 1 414 1274 158 249 ' Shared Lane Traffic(%) Lane Group Flow(vph) 1117 197 0 415 1274 158 249 Enter Blocked Intersection No No No No No No No ' Lane Alignment Left Right R NA Left Left Left Right Median Width(ft) 12 12 13 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 ' Two way Left Turn Lane Headway Factor 1.00 0.96 1.11 1.11 1.11 0.96 0.96 Turning Speed(mph) 9 9 15 15 9 Number of Detectors 2 1 1 1 2 1 1 ' Detector Template Thru Right Left Left Thru Left Right Leading Detector(ft) 100 20 20 20 100 20 20 Trailing Detector(ft) 0 0 0 0 0 0 0 ' Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 20 6 20 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel ' Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel t Detector 2 Extend(s) 0.0 OA Turn Type NA Free Prot Prot NA Prot Prot ' G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn MDM Transportation Consultants, Inc. 1 t Lanes, Volumes, Timings 2026 Build Condition 2: Swampscott Road & Highland Avenue Weekday Evening Peak Hour Lane Group EBT EBR WBU WBL WBT NBL NBR ' Protected Phases 2 1 1 6 3 3 Permitted Phases Free ' Detector Phase 2 1 1 6 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 6.0 ' Minimum Split(s) 15.0 12.5 12.5 15.0 12.5 12.5 Total Split(s) 38.5 27.1 27.1 65.6 14.4 14.4 Total Split(%) 48.1% 33.9% 33.9% 82.0% 18.0% 18.0% Maximum Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 ' Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max None None C-Max None None Act Effct Green(s) 34.3 80.0 21.5 60.9 9.1 9.1 Actuated g/C Ratio 0.43 1.00 0.27 0.76 0.11 0.11 v/c Ratio 0.73 0.12 0.92 0.51 0.76 0.61 ' Control Delay 14.9 0.1 27.7 3.1 58.7 12.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.9 0.1 27.7 3.1 58.7 12.0 LOS B A C A E B Approach Delay 12.7 9.1 30.1 Approach LOS B A C 90th%ile Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 ' 90th%ile Term Code Coord Max Max Coord Max Max 70th%ile Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 70th%ile Term Code Coord Max Max Coord Max Max ' 50th%ile Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 50th%ile Term Code Coord Max Max Coord Max Max 30th%ile Green(s) 33.5 22.1 22.1 60.6 9.4 9.4 30th%ile Term Code Coord Max Max Coord Max Max 10th%ile Green(s) 37.7 19.2 19.2 61.9 8.1 8.1 10th%ile Term Code Coord Gap Gap Coord Gap Gap Queue Length 50th(ft) 254 0 126 64 78 0 Queue Length 95th(ft) 263 0 m122 m60 #169 65 ' Internal Link Dist(ft) 1320 745 482 Turn Bay Length(ft) 350 250 200 Base Capacity(vph) 1534 1652 461 2491 214 410 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.73 0.12 0.90 0.51 0.74 0.61 Intersection Summary Area Type: Other ' Cycle Length:80 G:IProjects11055-Salem(Overlook Acres)\Synchro11055 Build PM.syn ' MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2026 Build Condition 2: Swampscott Road & Highland Avenue Weekday Evening Peak Hour Actuated Cycle Length:80 ' Offset:54(68%),Referenced to phase 2:EBT and 6:WBT,Start of Yellow Natural Cycle:70 Control Type:Actuated-Coordinated ' Maximum v/c Ratio:0.92 Intersection Signal Delay:13.0 Intersection LOS:B Intersection Capacity Utilization 79.0% ICU Level.of Service D Analysis Period(min)15 t # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. ' Splits and Phases: 2:Swampscott Road&Highland Avenue A01 -'0'02 00 9 4%003 1 � 06 r G:\Project0055-Salem(Overlook Acres)ISynchro11055 Build PM.syn MDM Transportation Consultants,Inc. i Lanes, Volumes, Timings 2026 Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations A TT ti ti� 4 *T+ Volume(vph) 12 1182 4 132 34 1204 11 29 0 9 24 1 ' Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 130 0 120 . 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 Taper Length(ft) 25 25 25 25 Lane Util.Factor 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.969 0.960 Fit Protected 0.950 0.950 0.963 0.967 ' Satd.Flow(prot) 1805 3472 0 0 1752 3502 0 0 1757 0 0 1637 Fit Permitted 0.950 0.140 0.751 0.773 Satd.Flow(perm) 1805 3472 0 0 258 3502 0 0 1370 0 0 1308 ' Right Turn on Red Yes Yes Yes Satd.Flow(RTOR) 1 1 218 11 Link Speed(mph) 35 35 30 30 Link Distance(ft) 500 300 500 500 t Travel Time(s) 9.7 5.8 11.4 11.4 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 0% 4% 0% 0% 15% 3% 0% 0% 0% 4% 4% 0% Adj.Flow(vph) 12 1231 4 138 35 1254 11 30 0 9 25 1 ' Shared Lane Traffic(%) Lane Group Flow(vph) 12 1235 0 0 173 1265 0 0 39 0 0 37 Enter Blocked Intersection No No No No No No No No No No No No ' Lane Alignment Left Left Right RNA Left Left Right Left Left Right Left Left Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 ' Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 9 15 9 .15 9 15 ' Number of Detectors 1 2 1 1 2 1 2 1 2 Detector Template Left Thru Left Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 Detector.1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel ' Detector 1 Extends 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector Channel t Detector 2 Extends 0.0 0.0 0.0 0.0 Turn Type Prot NA pm+pt pm+pt NA Perm NA Perm NA Protected Phases 1 6 5 5 2 8 4 Permitted Phases 2 2 8 4 G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn ' MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour Lane Group SBR Lan4Configurations ' Volume(vph) 11 Ideal Flow(vphpl) 1900 Storage Length(ft) 0 ' Storage Lanes 0 Taper Length(ft) Lane Util.Factor 1.00 Frt ' Flt Protected Satd.Flow(prot) 0 Flt Permitted ' Said.Flow(perm) 0 Right Turn on Red Yes Satd.Flow(RTOR) Link Speed(mph) ' Link Distance(ft) Travel Time(s) Peak Hour Factor 0.96 Heavy Vehicles(%) 17% ' Adj.Flow(vph) 11 Shared Lane Traffic(%) Lane Group Flow(vph) 0 ' Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) ' Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 ' Turning Speed(mph) 9 Number of Detectors Detector Template Leading Detector(ft) ' Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) ' Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) ' Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) ' Detector 2 Type Detector 2 Channel Detector Extend(s) Turn Type ' Protected Phases Permitted Phases G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn 1 MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour --I -. 1; ' k 4\ T /,* \P� I Lane Group EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT ' Detector Phase 1 6 5 5 2 8 8 4 4 Switch Phase ' Minimum Initial(s) 6.0 10.0 6.0 6.0 10.0 6.0 6.0 6.0 6.0 Minimum Split(s) 12.5 15.5 13.0 13.0 15.5 11.5 11.5 11.5 11.5 Total Split(s) 15.0 45.0 15.0 15.0 45.0 20.0 20.0 20.0 20.0 ' Total Split(%) 18.8% 56.3% 18.8% 18.8% 56.3% 25.0% 25.0% 25.0% 25.0% Maximum Green(s) 8.5 39.5 8.0 8.0 39.5 14.5 14.5 14.5 14.5 Yellow Time(s) 4.0 4.5 4.5 4.5 4.5 3.5 3.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 2.0 2.0 2.0 2.0 , Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.5 5.5 7.0 5.5 5.5 5.5 LeadlLag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes ' Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None C-Min None None None None Act Effct Green(s) 6.6 52.0 61.7 65.4 7.4 7.4 Actuated g/C Ratio 0.08 0.65 0.77 0.82 0.09 0.09 v/c Ratio 0.08 0.55 0.52 0.44 0.12 0.28 Control Delay 29.5 7.3 12.9 3.8 0.8 31.3 ' Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.5 7.3 12.9 3.8 0.8 31.3 LOS C A B A A C Approach Delay 7.5 4.9 0.8 31.3 ' Approach LOS A A A C 90th%Ile Green(s) 8.5 44.1 8.0 8.0 44.1 9.9 9.9 9.9 9.9 90th%Ile Term Code Hold Coord Max, Max Coord Hold Hold Gap Gap 70th%Ile Green(s) 0.0 45.9 8.0 8.0 60.9 8.1 8.1 8.1 8.1 ' 70th%Ile Term Code Skip Coord Max Max Coord Hold Hold Gap Gap 50th%Ile Green(s) 0.0 47.2 7.9 7.9 62.1 6.9 6.9 6.9 6.9 50th%Ile Term Code Skip Coord Gap Gap Coord Hold Hold Gap Gap , 30th%Ile Green(s) 0.0 61.5 6.0 6.0 74.5 0.0 0.0 0.0 0.0 30th%Ile Term Code Skip Coord Min Min Coord Skip Skip Skip Skip 10th%Ile Green(s) 0.0 61.5 6.0 6.0 74.5 0.0 0.0 0.0 0.0 10th%Ile Term Code Skip Coord Min Min Coord Skip Skip Skip Skip ' Queue Length 50th(ft) 5 124 11 42 0 12 Queue Length 95th(ft) m14 147 m65 244 0 40 Internal Link Dist(ft) 420 220 420 420 ' Turn Bay Length(ft) 130 120 Base Capacity(vph) 191 2258 348 2864 426 246 Starvation Cap Reductn 0 58 0 0 0 0 Spillback Cap Reductn 0 0 0 121 7 0 ' Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.56 0.50 0.46 0.09 0.15 Intersection Summary ' Area Type: Other Cycle Length:80 Actuated Cycle Length:80 ' Offset:0(0%),Referenced to phase 2:WBTL and 6:EBT,Start of Yellow GlProjects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn ' MDM Transportation Consultants, Inc. ' Lanes, Volumes, Timings 2026 Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue Weekday Evening Peak Hour I ' Lane Group SBR Detector Phase Switch Phase Minimum Initial(s) Minimum Split(s) Total Split(s) ' Total Split(%) ` Maximum Green(s) Yellow Time(s) All-Red Time(s) t Lost Time Adjust(s) Total Lost Time(s) Lead/Lag ' Lead-Lag Optimize? Vehicle Extension(s) Recall Mode Act Effct Green(s) ' Actuated g/C Ratio v/c Ratio Control Delay ' Queue Delay Total Delay LOS ' Approach Delay Approach LOS 90th%ile Green(s) 90th%ile Term Code 70th%ile Green(s) 70th%ile Term Code 50th%ile Green(s) ' 50th%ile Term Code 30th%ile Green(s) 30th%ile Term Code 10th%ile Green(s) ' 10th%ile Term Code Queue Length 50th(ft) Queue Length 95th(ft) t Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn ' Spillback Cap Reductn Storage Cap Reductn Reduced We Ratio ' Intersection Summary WProjects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn ' MDM Transportation Consultants,Inc. It Lanes, Volumes, Timings 2026 Build Condition 3: Barnes Road/Ravenna Avenue & Highland Avenue weekday Evening Peak Hour Natural Cycle:60 Control Type:Actuated-Coordinated ' Maximum v/c Ratio:0.55 Intersection Signal Delay:6.4 Intersection LOS:A Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3:Barnes Road/Ravenna Avenue&Highland Avenue ' 02 pi 4 -04 i5 _06 '`I 08 ' t 1 1 G:1Projectsl1055-Salem(Overlook Acres)1Synchro11055 Build PM.syn ' MDM Transportation Consultants,Inc. Lanes, Volumes, Timings 2026 Build Condition ' 4: Highland Avenue & Olde Village Drive Weekday Evening Peak Hour Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations I ft ti� r ' Volume(vph) 36 1090 1174 64 103 10 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 160 0 0 130 Storage Lanes 1 0 1 1 ' Taper Length(ft) 25 25 Lane U61.Factor 1.00 0.95 0.95 0.95 1.00 1.00 Frt 0.992 0.850 ' Fit Protected 0.950 0.950 Satd.Flow(prot) 1752 3574 3514 0 1787 1615 Fit Permitted 0.950 0.950 Satd.Flow(perm) 1752 3574 3514 0 1787 1615 Right Turn on Red Yes Yes Said.Flow(RTOR) 9 11 Link Speed(mph) 35 35 30 ' Link Distance(ft) 500 500 500 Travel Time(s) 9.7 9.7 11.4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles(%) 3% 1% 2% 0% 1% 0% ' Adj.Flow(vph) 38 1147 1236 67 108 11 Shared Lane Traffic(%) Lane Group Flow(vph) 38 1147 1303 0 108 11 ' Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 ' Crosswalk Width(ft) 16 16 16, Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 11.00 ' Turning Speed(mph) 15 9 15 9 Number of Detectors 1 2 2 1 1 Detector Template Left Thru Thru Left Right Leading Detector(ft) 20 100 100 20 20 ' Trailing Detector(ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 ' Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 ' Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type Prot NA NA Prot pt+ov ' Protected Phases 1 6 2 4 14 Permitted Phases 1 G;IProjects11055-Salem(Overlook Acres)ISynchro11055 Build PM.syn ' MDM Transportation Consultants, Inc. Lanes, Volumes, Timings 2026 Build Condition , 4: Highland Avenue & Olde Village Drive Weekday Evening Peak Hour Lane Group EBL EBT WBT WBR SBL SBR ' Detector Phase 1 6 2 4 14 Switch Phase ' Minimum Initial(s) 6.0 10.0 10.0 6.0 Minimum Split(s) 12.5- 15.5 15.5 11.5 Total Split(s) 20.0 60.0 40.0 20.0 Total Split(%) 25.0% 75.0% 50.0% 25.0% , Maximum Green(s) 13.5 54.5 34.5 14.5 Yellow Time(s) 4.0 4.5 4.5 3.0 All-Red Time(s) 2.5 1.0 1.0 2.5 ' Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.5 5.5 5.5 5.5 Lead/Lag Lag Lead ' Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None C-Max C-Max None Act Effct Green(s) 10.5 62.4 50.4 10.1 23.5 , Actuated g/C Ratio 0.13 0.78 0.63 0.13 0.29 v/c Ratio 0.17 0.41 0.59 0.48 0.02 Control Delay 30.8 4.6 8.9 38.9 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 ' Total Delay 30.8 4.6 8.9 38.9 8.1 LOS C A A D A Approach Delay 5.4 8.9 36.1 ' Approach LOS A A D 90th%Ile Green(s) 13.5 55.1 i 35.1 13.9 90th%ile Term Code Hold Coord Coord Gap ' 70th%ile Green(s) 13.5 57.3 37.3 11.7 70th%ile Term Code Hold Coord Coord Gap 50th%ile Green(s) 13.5 58.9 38.9 10.1 50th%ile Term Code Hold Coord Coord Gap ' 30th%ile Green(s) 0.0 60.5 60.5 8.5 30th%ile Term Code Skip Coord Coord Gap 10th%ile Green(s) 0.0 74.5 74.5 0.0 10th%ile Term Code Skip Coord Coord Skip ' Queue Length 50th(ft) 16 93 333 51 0 Queue Length 95th(ft) 42 153 420 95 9 Internal Link Dist(ft) 420 420 420 ' Turn Bay Length(ft) 160 130 Base Capacity(vph) 295 2785 2215 323 682 Starvation Cap Reductn 0 0 11. 0 0 Spillback Cap Reductn 0 0 0 0 0 ' Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.13 0.41 0.59 0.33 0.02 Intersection Summary ' Area Type: Other Cycle Length:80 Actuated Cycle Length:80 ' Offset:8(10%),Referenced to phase 2:WBT and 6:EBT,Start of Yellow G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn MDM Transportation Consultants,Inc. ' t ' Lanes, Volumes, Timings 2026 Build Condition 4: Highland Avenue & Olde Village Drive Weekday Evening Peak Hour Natural Cycle:60 ' Control Type:Actuated-Coordinated Maximum v/c Ratio:0,59 Intersection Signal Delay:8.5 Intersection LOS:A ' Intersection Capacity Utilization 49.5% ICU Level of Service A Analysis Period(min)15 Splits and Phases: 4:Highland Avenue&Olde Village Drive t02 001 4'*04 will : ill p5 r t ' G:1Projects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn MDM Transportation Consultants,Inc. i HCM 2010 TWSC 2026 Build Condition ' 5: Cedar Road & Highland Avenue Weekday Evening Peak Hour Intersection ' Int Delay,s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR ' Vol,veh/h 1191 124 0 1381 0 69 Conflicting Peds,#/hr 0 0 0 0 0 0 ' Sign Control Free Free Free Free Stop Stop 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,% 3 0 0 3 0 0 ' Mvmt Flow 1295 135 0 1501 0 75 Major/Minor Majorl Major2 Minorl ' Conflicting Flow All 0 0 1429 0 2113 715 Stage 1 - - - - 1362 - Stage 2 = - - _ -6. ' Critical Hdwy - - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 5.8 Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - 2.2 - 3.5 3.3 , Pot Cap-1 Maneuver - - 482 - 45 378 Stage - - - - , 207 - Stage 2 - - - - 432 - Platoon blocked,% Mov Cap-1 Maneuver - - 482 - 45 378 Mov Cap-2 Maneuver - - - - 45 - Stage 1 - - - - 207 Stage 2 - - - - 432 - Approach EB WB NB HCM Control Delay,s 0 0 16.9 , HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL Capacity(veh/h) 378 - - 482 - HCM Lane V/C Ratio 0.198 - t HCM Control Delay(s) 16.9 - - 0 - HCM Lane LOS C - - A HCM 95th%tile Q(veh) 0.7 - - 0 - GAProjects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn ' MDM Transportation Consultants,Inc. HCM 2010 TWSC 2026 Build Condition ' 7: Site Driveway & Highland Avenue Weekday Evening Peak Hour ' Intersection Int Delay,s/veh 0.2 1 Movement EBT EBR WBL WBT NBL NBR Vol,veh/h 1287 60 0 1381 0 28 ' Conflicting Peds,#Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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,% 2 2 2 2 2 2 ' Mvmt Flow 1399 65 0 1501 0 30 Major/Minor Majorl Major2 Minorl ' Conflicting Flow All 0 0 1464 0 2183 732 Stage 1 - - - - . 1432 - Stage 2 - - - - 751 - ' Critical Hdwy - - 4.14 _ 6.84 6.94 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 - - - - 5.84 - ' Follow-up Hdwy - 2.22. _ 3.52 3.32 - Pot Cap-1 Maneuver 457 39 364 Stage 1 - - - - 186 - Stage 2 - - - - 427 - ' Platoon blocked,% - - - Mov Cap-1 Maneuver 457 39 364 Mov Cap-2 Maneuver - - - - 39 - ' Stage 1 - 186 - - - Stage 2 427 Approach EB WB NB ' HCM Control Delay,s 0 0 15.8 HCM LOS C ' Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(vehlh) 364 - - 457 - HCM Lane VIC Ratio 0.084 - - - - HCM Control Delay(s) 15.8 - - 0 HCM Lane LOS C A HCM 95th%tile Q(veh) 0.3 - - 0 - G:\Projects11055-Salem(Overlook Acres)1Synchro11055 Build PM.syn MDM Transportation Consultants, Inc. MOVEMENT SUMMARY , V Site: 1055 Build PM -Swampscott at 1St Swampscott Road at 1st Street ' Roundabout PerformanceMovement South:.Swampscott Road , 1 L2 13 0.0 0.642 9.5 LOS A 6.0 42.9 0.45 0.54 47.0 2 T1 325 3.0 0.642 5.9 LOS A 6.0 42.9 0.45 0.54 48.9 3 R2 558 1.0 0.642 5.9 LOS A 6.0 42.9 0.45 0.54 46.9 Approach 896 1.7 0.642 5.9 LOS A 6.0 42.9 0.45 0.54 47.6 3 4 L2 345 0.0 0.403 11.0 LOS B 2.0 13.9 0.49 0.76 43.7 5 T1 5 0.0 0.403 7.5 LOS A 2.0 13.9 0.49 0.76 44.9 ' 6 _ _ R2 40 0.0 0.403 7.4 LOS A 2.0 13.9 0.49 0.76 42.3 Approach 390 0.0 0.403 10.6 LOS B 2.0 13.9 0.49 0.76 43.7 17 L2 80 1.0 0.678 10.4 LOS B 6.6 46.7 0.77 0.84 45.2I 8 T1 528 1.0 0.678 6.9 LOS A 6.6 46.7 0.77 0.84 38.2 9 R2 _ 11 0.0 0.678 _7.3 _ LOS A 6.6 46.7 0.77 0.84 46.4 t Approach ^� 619 1.0 0.678 7.3 LOS A~ ~^ 6.6 46.7 0.77 0.84 38.9 ;West P.,laza Driveway.. 10 L2 9 0.0 0.079 15.1 LOS B 0.5 3.6 0.84 0.79 48.1 1 ' 11 T1 15 7.0 0.079 11.9 LOS B 0.5 3.6 0.84 0.79 48.9 12 _ R2 .18 0.0 0.079 11.5 LOS B 0.5 _ 3.6 0.84_ _ 0.79 51.1 I Approach 42� 2.5 0.079 12.4 LOS B 0.5 3.6 _ 0.84 V 0.79 49.8 All Vehicles 1947 1 2 0 678 7 5 LOS A 6 6 46 7 Y 0 57 0 68 43 8 Level of Service(LOS)Method: Delay&v/c(HCM 2010). , Roundabout LOS Method:SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay and v/c ratio(degree of saturation)per movement LOS F will result if v/c>1 irrespective of movement delay value(does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements(v/c not used as specified in HCM 2010). , Roundabout Capacity Model:SIDRA Standard. SIDRA Standard Delay Model is used.Control Delay includes Geometric Delay. Gap-Acceptance Capacity:SIDRA Standard(Akgelik ill HV i values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. , SIDRA INTERSECTION 6.1 1 Copyright©2000-2016 Akcelik and Associates Pty Ltd 1 sidrasolutions.com ' Organisation:MDM TRANSPORTATION CONSULTANTS I Processed:Monday,January 27,2020 2:17:00 PM Project: W1Projects\1055-Salem(Overlook Acres)\Synchro\Sidra-Roundabout11055 Build PM-Swampscott at 1 St.sip6 1 1 1 ' o MassDOT Corridor Study 1 1 1 1 I 1 1 J.Na.bakum .to,eWm 107-Owsmpowa m Ualbore NAWS 00/ft/I0 - Relocated bus stop , pending access Relocate existing ' management issues Add left turn lane ,. ;` . �pJ� •« � bus stop y+,- I r=. _ Add Route 107 {Install lane barriers bike lanes Highland Ave(Rte 10 k �. L41 8.9 . 0 r a-- �. 11.0' M .� 11.0' 110 11.0' 8.0' 411 Add bus stop to U New traffic signal create a air L-e�! l.� ri 1 �� P with 4 and bus t.�- inbound stop 0 avemerit: ;` Add second Two-stage bike boxes receiving lane for lefts from Route 107 Crosswalk. -41 IJ L I, .w . a f ro .Lane Barner i -- 1 f` Remove channelized ,�� - ti Improve Marlborough right turn lane and s f QT Existin BUS SW y g l}` raised island _ g _ p Rd/Traders Wa ali nment r y w'ao,I' _:0 3p69> 'Pr T ."Ohl � opgsed Bus Stop F t ' C4LE,IP1 FE@ ea Figure VI-17 Highland Avenue (Route .107) at Marlborough Road. Route 107 Corridor Study Corr dor Study Lynn/Salem, MA. Wr%M U to NMm 10on :107— DL,RmCbmn YOAei 00/aW/10 F. r` 4- Add Route 107 , bike lanes : r t `^ r �' _ `� Install lane barriers fl. Remove existing bus stop Install planted median ;y ' s o; Thomas Circle 1 fi 1.0' x .. R 11;0, - CM= . ..___ 10. 11.0' 11.0' q�e(Rt New traffic signalCD s Install planted islands �i`„�/' •�° , o ', } L egen d' Retain left turn lane • r O ='Sidewalk- A/ tea i coo w ' G t r (1. C7 Pavement: t: � �Q5 � � Remove existing bus stop :,Crosswalk. ' Install crosswalks O, ;Planted Area ' Install sidewalk ® Bike Lane: 1 � Lane Barrier3o eo ..` 30 / - 10 SME,'WFEET ' 0. Exisiing Btas Stop , • r. _ Figure VI-16 _ Highland Ave (Route 10.7) at Swampscott Road Route '107 :Corridor Study Corridor Study Lynn/Salem, MA >>r iiiil• iiiiil• iir >. � � � � iit• � >t■■� � � >• � iii� i�iiis iNA bde u..oast.for$A-for-a. idia.. =u._(06-ai-=18)An 00/30/16 • + ,. � -M., .. -. � y, �—d x T..- ter. � � i .,,;.f J,� ;ape,rAi, .. _ .. 'AM "vN. s Mj ACC 1 tr L .. ;41 Add crosswalk a Add buffered bike lanes' Remove guardrail and T > convert to planted median Add sidewalk Al s OTY Highland Ave(Rte 107) 8:0' 1 .0' 11.0' 11.0' 11.0' =.eat..��•--_r_.. 11.0' 0 0r� o 11.0' 11.0' Al s. +t .Le end: Add buffered bike lanes 6.01 -FQt 6A'• 0 Sidewalk �M; - Add crosswalk I Remove guardrail and l� Pavement , ? t. convert to planted median Crossvualk CD w x Optimize traffic signal timings 1 Relocate existing Flanted'MedianP bus stop ' and improve coordination Existing Btis:Stop ` ao o so U. 60 ©. Proposedig "$top; { [ k scntE;WIFEE �r 6 v 1� JI �( Figure VI-15 _ highland Avenue (Route 107) at Barnes Road and, Ravenna Avenue Route 107 Corridor Study Corridor Study Lynn/Salem, MA SITE P S SCHEDULE OF PLAN SET DRAWINGS, gin a: Oki FOR A C-1 COVER SHEET C-2 EXISTING CONDITIONS PLAN cn N�\ ILOCUSI z C-3 OVERALL SITE LAYOUT PLAN/ZONING PLAN U) ME P NED IT D V LOPMENT —im Cl w `� , z �A -Z 0 C-4 GRADING PLAN 5� U) 71 0 Z Z 0 < C�i 0 C-5 UTILITY PLAN L-1 CONCEPTUAL SITE PLAN lz zo) LOCATED AT w u` sr L-2 CONCEPTUAL SECTION A A zm z u "I o _<j ui CIL 0- cr co L-3 CONCEPTUAL SECTION B B' �v, - — uj 00 > CnZ4 z Q� < r- 379 , 383 & 387 HIGHLAND AVENUE, 4, 10, 12, 14, & 16 BARNES ROAD , AND 91 L-4 DECIDUOUS TREE PALETTE 06 >_ uj cy, w 0 U) W ui MLI: 8% 12 ) 14- 16, & 18 CEDAR ROAD L-5 FLOWERING TREES & EVERGREEN PALETTE cr- > F- W 0� U) (6 m L- 6 UNDERSTORY PALETTE z U) L-u W :, (ASSESSOR'S MAP 7, LOTS 18-21) 49-54, 59, & 60, MAP 3, LOT 66 & 67) 0 ZZ ob A—la BUILDING 1 w LOCUS MAP A—2a BUILDING 2 SCALE: 1 1000' 1 SALEM , MASSACIJUSE S A—3a BUILDING 3 A—4a BUILDING 4 Q& A—5a TYPICAL RENDERED ELEVATION OSE A-6a BUILDING 5 -Z (1� 4T .0 0� !A _31 A 10 �voo 7 iv,� MU0,77 3 7%. L C) C) C,4 < tP, V cy- L) v Jw U) V) m CL < V) Y m co m < t %.w" I LLJ 0.� 0 LL- L) x 011 < LL) CL IL L) V AM V) n L) < (f) m 1�._Fl_ll vt��a� Z N&I, No ;111�v, A amll sky z "_Z7 < R :�'Ll MN , '4 J ir,�n U) A 0 d" Rg" 4i Vrwv U) 0 1,W, > LJ w *4� A�li;�','��';___sq V) 7 4 411 7, Ulz R 4 AIV �x h w, 4Z C5 A j in Lu x 0 E-J ABBREVIATIONS: < LL-ri f! m p� AC ASBESTOS CEMENT "g� �,7 , �),"';"s ;,'� --"'-, �T BOS BOTTOM OF SLOPE CCB CAPE COD BERM < Zli CI CASTIRON DS DOMESTIC SERVICE v N' < EDGE OF PAVEMENT EP C'T EXIST. EXISTING FA FLOOR AREA FFE FIRST FLOOR ELEVATION LLJ 41W V) FS FIRE SERVICE 00 C/) LJ FT FEET GAR GARAGE ELEVATION APPLICANT: UJ < 00 q:-Q LL- HC HANDICAP OVERLOOK ACRES, LLC LLJ Lo < cr) 5 BRISCOE STREET, #2 m u- o INV. INVERT r 4 BEVERLY, MA 01915 Sw LCC LAND COURT CERTIFICATE v— -10 L gra PROP. N/F NOW OR FORMERLY PROPOSED 00 i vtE 4 - = 0::� PVC CIVIL ENGI SURVEYOR: < N LLJ THE MORIN-CAMERON GROUP, INC. RADIUS X Cr; < POLYVINYL CHLORIDE ll_lllliV."ll _11 �,� `.��A'I'! V R F 0 En W 66 ELM STREET -0 REINFORCED CONCRETE PIPE RCP Z5/� LL_ CD 08 SF SQUARE FEET DANVERS, MA 01923 z) TOS TOP OF SLOPE COX" 1,5 n ? PHONE: 978-777-8586 < VGC VERTICAL GRANITE CURB v cJlzw___%_.uw boo WETLAND FLAG WF *4 BUILDING ARCHITECT: a� SEGER ARCHITECTS CL n 0 -wX 00 V) nu AI 10 DERBY SQUARE V) Lu m cr; cn V) SALEM, MA 01970 __0 PHONE: 978-744-0208 V) r--- PLAN SCALE: 1" 200' LANDSCAPE ARCHITECT: MICHAEL D'ANGELO LANDSCAPE .0 100 200 400 GENERAL NOTE: ARCHITECTURE, LLC Lij 732 EAST BROADWAY, SUITE #3 THESE PLANS ARE PREPARED FOR OUR CLIENTS USE ONLY FOR THE SPECIFIC PURPOSE BOSTON, MA 02127 OF OBTAINING PERMITS AND LOCAL APPROVALS, AND ARE NOT TO BE USED OR RELIED PHONE: 203-592-4788 UPON AS A CONSTRUCTION DOCUMENT OR ANY OTHER USE BY OTHERS WITHOUT THE c; WRITTEN CONSENT OF THE MORIN-CAMERON GROUP, INC. LAN LAN UN 0 2-1 < 25 % PRELl- MINARY DESIGN PLANS cr PROJ. #3833 RECORD OWNERS: 16 BARNES ROAD 23,/ DE BUSINESS PARK : •. JOHN M INGEMI REALTY TRUST c, ■ ENT (BpD) 383 HIGHLAND AVENUE 381 HIGHLAND AVENUE, SALEM, MA11 BUSINESS THE BARNES ROAD TRUST LCC #62736 I. NORTHEAST AN MAL SHELTE HIGHWAY B R, INC 383 HIGHLAND AVENUE, SALEM, MA ASSESSOR'S MAP 7 LOT 21 1�iw ; 1. LCC #49879 ° 2) MAP 7 LOT 44 LIMIT OF ISOLATED ASSESSOR'S MAP 3 LOT 66 9 CEDAR ROAD RIM=132.98 a� INV=116.19 VEGETATED WETLAND JOHN M INGEMI REALTY TRUST 51, S ' / AREA = 0.15f AC / 379 HIGHLAND AVENUE 381 HIGHLAND AVENUE, SALEM, MA "'"'" n ,' / ,/ Jt2 1 VOLUME (EL=90.6f N F LIMIT of 100-FT BUFFER ,.,� . I / = 0.048f AC-FT CITY of SALEM ZONE TO OFFSITE BORDERING JOHN M INGEMI REALTY TRUST LCC #62733 Z • ' ,i�,. / / " _ AVENU , SALE , MA MAP 7 LOT 49 381 HIGHLAND E M ASSESSOR'S O J � 0 MAP 7 LOT 68 VEGETATED WETLAND 622C / f . ., \ /.'114.9 / LCC #62848 ♦ ,., w ow 1 102E _.�'�� r.~�`!t'rr ^�, % +% / i \ ` ASSESSOR'S MAP 7 LOT 59 12 CEDAR ROAD V cn z � � •••... - 1 < \� %x . r j � \ \ \ � \ J L REALTY TRUST ^ l O J � � 3 k � �''/, / `1 (\. �.rr:1. 645•55'` � \ \� \ \� v N 387 HIGHLANE AVENUE 381 HIGHLAND AVENUE, SALEM, MA �✓ Z`= v a `� Z z ( / '\ / �' \ / 109. "{ 'I ��'u\/�' `�r,: &' t, ' ' I ,� v' .t , JENNIE M. FEMINO LCC #65736 J w -, 06 � #9 CEDAR ROAD + 8 \\. t.. L J�4.� Q cn = � SS ^ " r 90 MARGIN STREET SALEM MA ASSESSOR S MAP 7 LOT 54 z • N/F \ J� \ I I�\ , MAP 7 LOT 49 - _ / -. `� " \. ! I i ASSESSOR'S MAP 3 LOT 67 w N - _ / K.R. STARR REALTY HOLDING -- � f`\, , 1 1 y ` \ 1\ _ ``'�\`\� , ; ' I i / 14 CEDAR ROAD Z z LDING, LLC I I %� J N MAP 7 LOT 48 `..' �, \ \ 1 " o tto.7 , _.._ � \ nn ^ "'� ` / 112.s 1 \ �t�9 ` �~ A�' + o _ „� ,\ \\\\\\�\ \ \ \ \ 4 BARNES ROAD J L REALTY TRUST LL` g 1. RIM--133.66 / r I \ ' •\ , ^. <s -> `` ' \ \ \\ \� \ DOMENICA INGEMI REALTY TRUST 381 HIGHLAND AVENUE SALEM MA INV IN =117.04 I + 11 \ - 1 t)(;.. / \� .�\ \\\\ \ \\ \ \\ \ , u - z M / / 1 \ \ \ \ \\\ \\ \ , 3 . .- 36 MARGIN STREET, SALEM MA LCC #65736 �;;' Q INV ( ) �';` r f� I + �•9` ,�i • \5... .1 ,'� •..\�•� � 108.3 111.1 10.. \ \`, \ .... - _ Z (A v RIM=122.02 I ( ~ 1, \ \\\,/ q w o ,- W IfC• t?2:"�� + + \ \ \ \\ \ `0' ., - ASSESSORS MAP 7 LOT 18 ASSESSORS MAP 7 LOT 53 _ o C6 INV (OUT)=118.07 ) I / ) /� ! / _ `--�'. ti ~ \ \\ \ \ \ \`� �`',` "- 7 � w Cw" .. • / t I , / r' / ,i , " " ^ \ r.- - \ \\ \'\ /- ,:� _ -_ - - 10 BARNES ROAD 15 CEDAR ROAD •r -, 1-1 9 - \ \ . 4 w»„ _..._ l .,, J 1 `'-1 ` _ c %, \ / '> /1,i ; r -wF-28 3B -� __ - ~ -\,'-, \'\, __ / ✓ ! / \ \\\ \\� \ \� ••. - / � ''\ �y w / / .� , _i 1, / , / a - �� wF 1B -, N. �,� / \ �� \ a A - �, HARDY REALTY TRUST JOHN M INGEMI REALTY TRUST , �•� Z cn w Z .� +�^ - ��oWF-48 st; ` r� / , \ \ ✓. �3 ` 10 BARNES ROAD SALEM MA 381 HIGHLAND AVENUE SALEM MA -1 1 , ji r i , , �G, \ , .. cn ", / wF- �\ \ \ 02G� .� \ R'S OT 19 Z _ ,,RR ` J - Y � l /'`o ♦,92.7 \ \� `� �_1 / Qt�' __ / / ! } J I \ \ / r. �, ASSESSO MAP 7, L LCC #60211 O V z -., W 8" AC (RECORD) / EP C 1 / \a I ----' 'co `__,"' / ! r _ �o `\ \ \ \•` 15 CE / '_/ ' t4�rr , /` \° ip\cS, - \ �1`\ \�\ \, \ w _ / --s : ) / - cp `� _ o +11� / �Q \ *, v • �� - I �,_ \ � • �� 1 JO PHINE M. DY ASSESSORS MAP 7 LOT 50 g , 4 \ \ \ # DAR ROAD c� �- :9 �\ �, ss 83.8 \ \ SE HAR A J s o . s "S - . _ �r / ._ I ? _ - ` '\ a,� s� \ \ ^ MAP 7 LOT 50 . /1 ,,'' / / /%p 0 °� \ > + �o \ �`. \ 10 BARNES ROAD, SALEM, MA ra ._. - QI \ \ ".\ _ _ -- - / i i i/ i I } \ f \ I I \ ��, j ti \ : 16 CEDAR ROAD -_.. _ - / ,�, _ " I^ '\ ` _,. _.._ � _�-- ____ ,, / t ) \ , ASSESSORS MAP 7, LOT 20 J L REALTY TRUST w I / f _ ! I �)BUSINESS HIGHIWAY (82) s \ >>p // t�>�; i IN, \� �►�i�.r --- t6e-- f I \ ��:J \ �`` ) ' I 14 BARNES ROAD 381 HIGHLAND AVENUE SALEM MA / / f / _ - CEDAR R 0 A D �' _... ._.._. .__ - \ 33, ` \ \ ``' o �\V1F``�� s. '\ ``_ - /// / / ..►� --- , ( � r! \ `\ 6' } l 71. THE BARNES ROAD TRUST LCC #65736 a_'\.1.1�� ¢ / / i -`'`' ~� , �� -8 / , / I , r wF-9 � I 383 HIGHLAND AVENUE, SALEM, MA ASSESSORS MAP 7 LOT 52 rETr / / t (PRIVATE - 40' WIDE) \\ h, -� \\\ \ sB ~ ..` i / Z8s '� /�186 `�, i ' / / g �5. ! + BORDERING 7 'G��s s �,� % \ .,' LCC #498 9/ 1 rx.; 7 v' Q ¢ / / .. ,� \ \ ) \ i `� x ``__• /i / U, q ' t I / ,,-,.-. ___ \A`,> • '` , / •. VEGETATED WETLAND'• ASSESSOR'S MAP 7 LOT 60 18 CEDAR ROAD Q a z o�,, "f > N F \ I toss \ 89.t / ` ( I o a d N F / \ + ( I yam\ \• x o� KF'1oe ,, -- 1 !:/ / i WF-7 '".� / '•,CONTINUES OFFSITE•-� JOHN M INGEMI REALTY TRUST �� z; ,� / \ \ WF 4B 89.3 >1► -- w-s 381 HIGHLAND AVENUE, SALEM, MA i o 3 Z K.R. STARR REALTY 110 i� l I \ \ wF 11B v �.. \ 1 J/ ' '`� / N F K.R. STARR / \ -I \ \�\, xa9.3 (� /- 1 fkf K.R. STARR REALTY HOLDING, LLC' REALTY HOLDING, LLC HOLDING, LLC w MAP 7 LOT 56 MAP 7 \ 108. , \ ,I /� � \ \ ) \� -t3B �o.s _ / / /moo \ ') / . 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' \� _ _..``�;, Pat / / / %/ / / -- _ , r w / #1 1 I 0 BARNES _ _ i; + DOMENIC -- _ ROAD I f ^- �� __ _. _ -- ---- 12 RCP O ::::� A INGEMI �1 o r , ', ` "`, -- _.._ `rto 1r1�;; jc4_ - .-�` 84 / ` m _ L . __ _..._ ..._. - .._ _ _.._. _:_._ RECORD REALTY TRUST N/F _o >. / ,� ., �- \ �_ r \�,.' - _ -.. \% _ ._._ _ 8s / _.._ _.... - - __ _._. ... ," ca ( \ HAR o ; = t \ �,�, -� ."� err �r _ ��`- -- _ / �' /i «; / / - , ,.__ ...._ __ ._ __ 11 . tG RIM=129.39 MAP 7 LOT 18 DY REALTY TRUST o Q o i \. y _..- - _ -.._ -\1-, '" �, -i =110 ` ~ '• ~- `-- -� - 88 - i // r� / !� % / / ' \G; 8.9 ` 'I- Q `' ~ INV (IN)=124.59 \ 1J8.6� MAP 7 LOT 19 � = N 1 136.7 _....._ _ ��`\\\ \ ```\j& __ "- ~` , �\ ` ---... __-••- r / /' / `� ,�,, �:• / / �_ _.._ __ ___ __ •-- -._ _... �.. _.... + J r _ \ / -.~; f / �; INV (OUT)=124.54 --"` + J ,. W w o \.. _ \� 32.6 • , ___\ \, \7,, �<�- ` �� - ` _ M ur' l�f ; t I'' -,�~�- �_ --.. e 9? / / / Q O LLJ ,, 1aa 1 J r _ r __ ..-- \ `� _ / / / / - 20 ''�. O ` z __ i/ _ x, \ J \ 1 "120 \ -, ,, \\ -` .g4- - -/'�� y / _. .__ ....-. _ 1 w -,,_._ - a __ BUSINESS _ ,.'.. - �. k.. ^ _ "--, _::�.`_. � -\ •_, \. -- . _ / .__ -- _... _.- _.-., t,,, N/F NESS HIGHW Y (B2) 15 rIx t 1)..- ....._. - .' \, m z _ ~ `~- ( 1 s �\�,'\,` �.._'"`„ �' = `` _ _ -�� ' '�'`. ,/ 96.9 / / ,.� / 1 ! / r _ _. .- ..._. _.. fir, ~ ` �KAK REALTY TRUST M � 0.00 t \ = a ✓' \ "^ -12, _ -. -- : '� ;`� - + �/ 1 / _ _ `" / LTY T p ._ _ _._ _ _... 1 N a ¢ - \.\ r2 s -- - - -_ _ _ ; -__ `~� -===, / \,ti / _ - �fi; , ,� MAP 7 LOT 79 m s 10" S _ _ _ _.... RECORD j 02.00 __ , w z __� __ ..._. - _ _ _ ' 4 ._._ o S N �_ _ ..__ _ ,\ - \\ 137 t \ \��\ \ + -�- --- -_ _ ~`- -, -- = �'�` -;;,r \ / / // / . / / / ' -- �___. ` 12b I- C� - " S t S 150 to 90' �O + .O\ -__._ -- --_ ,.Z.: y-='` 4 •`-_ :.- < '�'.►...: '•�.• - 8.9 /�i- _._ . �' ��a / / / _ _....... -.. �� r t J W - -------s ---__ 44.95' /� '16 \\ \ 1 ,.sl , j '�,��__ �_ _ _,- =�`;: `,�,\ - _ /-ri� ", .. �_ � �, i r, - „� ,\tip' /` /'' ;- / �;� _ `\ \ ` i ��^ Z ..0 PL (RECORD ' 8" c1 (RECORD) s 43.5 RESIDENTIAL ONE FA ` �-14Z L �� + � - _= = ` \ -\��\��\ \ `lea_ -_ _ c? % _ __ .__._ !�/ f :i' / / �- �i�,f- ``, \ \ ~J = 00 (� / _ � N _ �� RD) MILY (R1 13 .3 \\ - - G - - ,__ .-- _ _ • -.-.- ,.A \ ` S ...••,-�,`..... ..,.. + �'i \ \, �\\\\�`\• 1Q :._" - _ - i - , y _._ /tit -_ r/ \ w 3 \\ _ _ / / ll� RIM 129.33 5 �---� 0 S - + RE \ ,\ l�,`i'- _ 6- --- _ �,� - �'`� / _ ... _ \I• W "� L _ _. ._ 11 �, # _ - w s (R \ ---=- 13s.s SIDENTIAL \ \\\ \\ �_ _ - _ _ --;r, __1 = =-' _ , ,- / ! - _ \ \ -d- INV IN 118.04RIM-138.59 ---•-- ECORo \'' 16 MULTi- MILY ~ \\ ,\ \�~: - = __.- 1 2E 123. .-' _ `� /~ " - \ \ ^ 1 \ \ •. �n Q o U INV (IN)=118.14 RN INV (IN)=130.00 _ �� ) \ # BARNES ROAD \ FA (R3) \��\ - J _122- / 7�4C. + J / / i / �,e, \ \ \ \\ , Z W_ I w Q N O IR§DA ' 0. _ MAP 7 LOT 21 \ f \\ -- _';1 +123.2 / << .i i ' o ^; \ \ `\ Z rn to INV (OUT)=117.96 : INV (OUT=129.97 � N RIM=143.30 S 1 \ 4 ` -11 \ .1 > / / ' � \ � � co - ..._ _ i \ ,, BARNES: W INV (IN)=136.97 W s 2g +t3 .s \ N/F RESIDEN ONE FAM 2 I ti 't;. �� / // "� \ \1 , ` Q w a TIAL I \ _ } ) Q Y ,: RD cr __ a ., , �., DICE LAB (R1) '_ �`�\ / (I\ J -A 1_:m � Q INV IN 135.57 1 810. 1�0. ..Y<. ,� O Xv ci> EC S MAP C -- -- 26' C'�+ 1 / / 1 f } I 1 / ., � Q .- N " L.L. r�, , DA qN LY { CST BAR ,----. [\"lzINV (OUT)=135.51 4, ORO 7 LOT 72 /F N r cta , 1 jr / ' 'J42. 1 O N E . N I N I -- , ! /o N S ` I Q co DOMENIC J. & C RKF ti i i \ i / ..+ /' ` �` .r ��---/ Q Z 5 00 . ti - I Pu R 0 A D o #1 #lS e- i :pa�� '' ,,t MARY A. ST N F r . te a W ( BLIC - 40 WID : I w� BARNES RD °�;J,q ;`` �' ?F �q BARAM REALTY N/F / N/F / \� / > Y E) W W FS 24 ,r � ANTE DIANNE T. i = o N z CIR <. d C' • tis, TRUST DENNIS W. COLBERT : DIANNE T. N/F + O, 7 LOT 22 REDD _ � U EW _ ,, +13 . '`mil F,` MAP MAP 7 LOT MAP 7 LOT 33 Y REDDY P "` LL O 'v ►� Q ,' �:•,, o I HILIP A. & N/F r- �`"' �U `�., '' GENERAL NOTES. 32 MAP34 LOT LOT A R. OWENS DEREK R, & = G rZ �`' 4E o ,. MAP 7 ANGEL w r, I U '"` W I � Fp 13 36 MAP 7 LOT 37 . RENEE MICHELLE SEARS '' N/F V) ^ Q Q \ S I `\ `� + 1. THIS PLAN IS PREPARED FOR OUR CLIENTS USE ONLY FOR THE SPECIFIC PURPOSE OF MAP 7 LOT 82 YOLENY YNOA Z O �- I w RIM=141.71 DEPICTING EXISTING CONDITIONS OBTAINED BY AN ON-THE-GROUND FIELD SURVEY BY THE MAP 7 LOT 83 Q � co "I"'T•s,,, INV (IN)=137.0a MORIN-CAMERON GROUP, INC. FROM MAY 2019 THROUGH OCTOBER 2019. V' _j .. olf ~ , Z ,Ilk, INV (OUT)=137.08 . 2. ABUTTER INFORMATION SHOW HEREON WAS TAKEN FROM THE SALEM GIS DATABASE. I r1r,+ C- oN w I S ' R� M w Q rY S I N I._. #„ FLOOD NOTE: GSA y°", r H Q �. °' RIM=127.40 U X. Rp BAR &. RIM=137.80 THE SUBJECT PROPERTY IS LOCATED WITHIN A ZONE X: AREA OF MINIMAL FLOOD HAZARD AS M v INV=119.12 I w= v ,,��, ILLUSTRATED ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 25009C0531G, N W a ( WHICH HAS AN EFFECTIVE DATE OF JULY 16, 2014. I : z N � I (n cD Z � ZPQ h DATUM: ZOZ N ELEVATIONS HEREON REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988. _ Q'I PLAN N o _j U SCALE: 1" = 50' WETLANDS: LX ZO �-- o z : = WETLAND RESOURCE AREAS SHOWN HEREON WERE DELINEATED BY LEC ENVIRONMENTAL C.� z:• Q:f I I I 0 25 50 100 CONSULTANTS, INC. ON MARCH 26, 2019 AND SURVEYED BY THE MORIN-CAMERON GROUP, 25 % PRELIMINARY DESIGN PLANSINC. SEE ORDER OF RESOURCE AREA DELINEATION, MADEP FILE NO. 64-679. ISSUED 8 14 19. 1 1 in PROJ. #3833 PARKING MATRIX GARAGE SURFACE ZONING DISTRICT ABBREVIATIONS BPD LAND USE CALCULATION DIMENSIONS FOR RESIDENTIAL MULTIFAMILY DIMENSIONS FOR BUSINESS HIGHWAY USE TOTAL PARKING ZONING DISTRICT (R3) DISTRICT (B2) F, PARKING PARKING BPD BUSINESS PARK DEVELOPMENT TOTAL BDP AREA 314,390f SF . ' B2 BUSINESS HIGHWAY RESIDENTIAL USE AREA 157,090t SF SETBACK REQUIRED SETBACK REQUIRED 324 APARTMENTS 96 SPACES 390 SPACES 486 SPACES R1 RESIDENTIAL ONE-FAMILY % BPD AREA INTENDED 49.97% AREA 25,000 SF (MIN) AREA 12,000 SF (MIN) • R3 RESIDENTIAL MULTI-FAMILY FOR RESIDENTIAL USE LOT AREA PER DWELLING 3,500 (MIN) LOT AREA PER DWELLING N/A CLUB HOUSE (5,000 SF) 0 SPACES 3 SPACES 3 SPACES UNIT UNIT z CURB NOTES: FRONTAGE 100 FT (MIN) FRONTAGE 100 FT (MIN) o COMMERCIAL (8,450 SF) 0 SPACES 18 SPACES 18 SPACES LOT WIDTH 100 FT (MIN) LOT WIDTH 100 FT (MIN) ; z z " & 1. ALL UNLABELED RADII ARE 3 R. LOT COVERAGE BY 35� (MAX) LOT COVERAGE BY 25� (MAX) ^^ ll ov a 2. WHERE SIDEWALK IS NEXT TO ROAD, CURB IS HAUNCHED CONCRETE. Z a 3. ALL CURBING IN THE ENTRANCE CORRIDOR OVERLAY DISTRICT SHALL BE BUILDINGS BUILDINGS Uj CO Z TOTAL 96 SPACES 411 SPACES 507 SPACES Q W o VERTICAL GRANITE CURB (VGC) OPEN SPACE N/A OPEN SPACE N/A F- Co = 2 z � Q 4. ALL OTHER CURBING OTHERWISE SHALL BE CAPE COD BERM (CCB) FRONT 15 FT (MIN) FRONT 30 FT (MIN) o a z z �i HANDICAP PARKING CALCULATION SIDE 20 FT (MIN) SIDE 10 FT (MIN) D.ry o Q TOTAL PARKING = 507 SPACES REAR 30 FT (MIN) REAR 30 FT (MIN) ,.`' z c HEIGHT OF BUILDINGS 45 FT / 3.5 STORIES (MAX) HEIGHT OF BUILDINGS 30 FT (MAX) w o REQUIRED ACCESSIBLE SPACES = 507* 1 HC/25 SPACES = 21 SPACES REQUIRED 1 O, cn w w LIMIT OF 100-FT BUFFER O DISTANCE BETWEEN N/A > ZONE TO OFFSITE BORDERING BUILDINGS ON LOT w a: cn PROVIDED ACCESSIBLE SPACES = 24 SPACES DISTANCE BETWEEN 40 FT (MIN) �'' w z m Co Co VEGETATED WETLAND BUILDINGS ON LOT BUFFER AREA N/q z cn rl BUFFER AREA N/A O �, ., z z00 FLOOR AREA RATIO N/A w FLOOR AREA RATIO N/A • / HEIGHT OF RETAINING 10 FT (MAX) WALLS, BOUNDARY WALLS, cce HEIGHT OF RETAINING 6 FT (MAX) „ r , PARKING CANOPY co, WALLS, BOUNDARY WALLS, FENCES / FENCES 12 1. MULTIFAMILY DWELLINGS IN R3 DISTRICT ON LOTS HELD o ;� `\' . , "' UNDER SINGLE OWNERSHIP CONSISTING OF A MINIMUM OF DIMENSIONS FOR BUSINESS PARKR Jc § SETTS,, t m 200,000 SQUARE FEET MAY BE BUILT TO A MAXIMUM DEVELOPMENT DISTRICT (BPD) �N :..r ✓'( J HEIGHT OF 50 FEET OR FOUR STORIES IN HEIGHT ? a o 4 STORIES I SETBACK REQUIRED J o' FA 80 UNITS �<., 159' / ° 24 20,200 f: AREA 40,000 SF (MIN) j C) o -:- r FFE = 106.p SFf �, 5 <, LOT AREA PER DWELLING N/A lc: �� ' � UNIT ::. O A 7 �� 13 4 �'� ,� �� -s� FRONTAGE CEDAR R - a,r 1s _` R f , ;. 150 FT (MIN) (PRIVA E 40' WIDE) - - �' g �i _ _ $ DROP 0� LOT WIDTH 150 FT (MIN) 162 LOT COVERAGE BY 45% (MAX) 11 �, �' BUILDINGS :ea_, 14a OPEN SPACE 10� MIN BPD `' dt� N 2 / ., r WF-9�•- --� (MIN) - - 62 4� � �, t.z' WF-8 o A _ FRONT 50 FT (MIN) o \ ..}" 04 WF-s SIDE 30 FT (MIN) a r cn m a. N N ��B ` WF-148 �' � + �WF-10 REAR 50 FT (MIN) ¢ �' r b W c� w _13B WF-118A HEIGHT OF BUILDINGS 50 FT (MAX) m m m o °�� TRASH DROP OFF _ � ,�( 4-11 TRASH & RECYCLING ' DISTANCE BETWEEN N/A Y o ,;.; -' 1 1 © BUILDINGS ON LOT Q w Of a AREA BUFFER AREA U) o U a U) o A A 75 FT (MIN) WF-12 ;. 1 wF-13 FLOOR AREA RATIO N/A 6 tg ,`: ,,s �WF-14 �/ 24' ; ' LIMIT OF BORDERING HEIGHT OF RETAINING 10 FT (MAX) Ex- cc xh VEGETATED WETLAND WALLS, BOUNDARY WALLS, sT y(WF-15 AREA = 2.74f AC FENCES - o B2 � BPD �WF-16 (n > o 24' : SwF-17 BORDERING VEGETATED o WETLAND CONTINUES OFFSITE WF-18 N z ¢ 4 STORIES _ o 48 i 19 m o He j 34 GARAG ITS WF-1� .A`WF 32 wF-33 WF-4A > a-. E, 2 HC _ �, w 6E '-� o He FA = 13,800 SFt wFD wF 3t w A,�� WF-29 W'F-30 � - WF-5A� o o d WF 22 A WF 34 U Co WF-6A CLUB HOUSE PARKING CANOPY � `. FFE = 107, 8 °�� LOT WF-7A`� o W 24 PARKING (3 SPACES) o GAR = 96 3 OWF-28� AREA = 729,061f SF WF-8A m �WF-35 AREA = 16.74t AC /X Z o z !- -zs WF_27. MODULAR RETAINING WF-11A yyF_ o -.� WALL (TYP.) WF-13A�-• -�- . �_ -•� z BPD _. IWF-36 WF-15A ,� WF-12A WF-10A -14A W ^ vcc B2 cce BPD WF-24A O / 4 � _ �_ �� 6� WF-22A �. ' WF-16A R 6 SPACES R3 .�„; WF-25A WF-2�3A A---A. _ -17A Q ..� r.. WF-37 NSF WF-26A WF -18A 1$ 6 SPACES 67' >'`� _ _ _ _ gOS=�D -27A -21A WF-20A WF-19A 86 is I `2 R S ' coR3Sw -3s 9 0 8 PLACED STONE SLOPE (TYP.) OS 0 OWF-29A� aR WF-392 1AWF WF-30 g0S-90 s` I 24' _ _ = i = DROP 0 9 A'WF-42 WF-31A� S_9 ,/i Q a 6 24 -�-► —� l� _ TO _.__ o '"°'► STONE OR VEGETATED w Q 5� .�. � , .... r....WF 32A '"�` w� 7s `1 <°f BOSUA' S ` WF-43 WF-33 / 90 3Tl`,;.;.,. STORIES -''� CUT SLOPE (TYP.) �_" 8y CLUB HOUSE r- WF-34A A� o f TDS g6 UNITS rC Z (� `D —1 A=5LLJ ' IIIIIIIIIiI ., 16 UNITS ABOVE 'N = „ .WF-45 - - 2.G SFf m FFE 124.0 157 -•-�4. WF-49/ �� .,..., -.. _.._6 6 200 /R c� v ,..,. m0 _ 0 _z ; FEE 0 F- o rY g9. 4 (8,450 SF - 92 4 STORIES W ¢ -U , Y .: R. , 84 UNITSILj Cn 16 17� FA = 23,300 SFf f . FFE 132 y .- N 377 p FFE - 113.0 ,,1 _ 17 _� Q Z mot• � HC = BOS-89 ( - w Y ..„ , A 00 O � cv O, .. ..... .-�.. -.,,, .---' 15 CE 0 0 OPEN P w �-1- _ I� I I M PACES 1 Q Q , , R I M I I B2 TREE 8I R3 w r ;w .. .. w. ' R1 PRESERVATION -.M .. ,.,�,; PARKING CANOPY —1 00 R R RI 1'7 0 w .. ma . .. R3 0 ri.; 00 R1 PRESERVATION M o_ . SERVATI w w �••- — vi PLAYGROUND O (SEE LANDSCAPE C, BAR w w ,\„ W``~ �, PLAN) z:N E S ROAD w z: (PUBLIC 40' WIDE) I "T� 0 PLAN Q J U SCALE: 1" = 50' I U 10 I Q25 50 100 11( G PLANS z J o PROJ. #3833 6' (2) 12' WIDE LANES PLANTING STRIP 5' CC 1' PLANTING STRIP SIDEWALK 24' PAVEMENT BERM xi w Y�d l V/ z Z O � U) ■; -t tY � "/FT "/FT 1 U) w Z. cn �J zN0 tip lr> _I � -�...:= i-�; — Ia• U) _II�III'`.II w L) 5' SIDEWALK Z o 2 2., SURFACE COURSE � ' TYPICAL DRIVEWAY CROSS SECTION 2" UNDERCOURSE : U > — z co (NOT TO SCALE) 12" SUBBASE I w o 0 F LIMIT OF 100-FT BUFFER O, co w w m' j ZONE TO OFFSITE BORDERING ' w01- In wD VEGETATED WETLAND z 0 W { to w z / EROSION CONTROL BARRIER.BAR (TYP.)• 102 ' , .• ,,--• ! . \ f lay C� 71ca , iA -110 i, \ r• �' t { \,,,.I�� F. y �..`- \ \ \ \\�\ \. \,3 ; € ` - _ - - ? NoSETTS \ 1 :2C) i (]6 TT 1 t \ \\ \\ ' N 100 w 5 a F- .I. R � L{al` ,r r / r ✓, , , \` f r ,,... / ' r 1 � \\\ ~ �\ ,�- I I � F! \�i\ \ wW00 Q . 1 r , A _ f > E yr 40' WIDE) J _ - (PRIVR -' , / ' /i .--- ( _ � u, - � , : , � �� `„"'• � ,«,,•...cn � ' , / I \ \ ;ono , _- _ -�. __- _._ - ..- ''// %, G" :�� -., � � _I -» 1, a \ ~ \ \ __-. ___. / J o 00 N j t. N.a N sG, N / n/ 1 Clr 'c} ! ` . �\ \ _ --- 100" / ' ( .. _ `, - . j t 71.3 _... \ // r r• ( `I 1 WF 8 , _ 1 0 1 f Q O ti v f r _ _' WF77 •�A C WF- 48 89.3 ` `° f` ,.»-- 1 J l/f wF-10\ `� r o f89.3 pWF-11 BA r r /fir} .,` ',. / m II a f // I / TRASH DROP OFF t i 1 \ 9n m o o W Y O �,.j TRASH & RECYCLING J , / SPO ` o t /' �� f _ • fIWF-t1 \ a w W -j AREA \1r�. ��`,-, •CT l l i ,3,>��I / „� ; W z a u t '7 r� t\'`> ^\ \ C i S ,..:tr 4�1 \ % i r't t cn o U Q cn o aw., ///�/ WF-13 -12 \ \ 1 \ LIMIT OF BORDERING 7 \ ,: -•,� / _ //I //''•/ VEGETATED WETLAND \ ~\IwF-15 AREA - 2.74f AC `\ ( o 102 ` � / '..,. ,>,%{ ••• � � .,_� � 1~' •- •102C '(,�, � ��.� Pop,;.,. � .�/ I/ � f /lad //� _ \ �. 0 1 , g,,, :� $,j' 89 /rf�yvF 17 BORDERING VEGETATED o ! j I /,` ft, gp`' s.tt8`` l\ \ WETLAND CONTINUES OFFSITE — o=. > / ��'' 1�6., ,/ / I/ l} {:_. . _., /•� '// 1 i N O WF \4-33\ \ \ WF 4A > � // //f �WF-31A' ~` \ \ i w ck: I 'WF=2116, -20 �' � \ 1 cn WF-5A I I w t tf .\ \ �, k 'I I t+� -39 WF-22 r f� ` - a: 111 \/ ` WF 34 \ \ los. 1 - 107 wF 24 � / _ �r t, / I l 1 \ ' .'I ►--, i 1 `\ �, ~GAR = 96 tl ! i r J i t N I I 1 LOT \ fvVF-7A�+'j 1 1 I 131 "� . �t a �� _ _ ��`' ^�`'I \\ \ \ ` ��'\��\\l��\ -:-0, 0WF-281�\�== �\ i' �! �� AREA - 4t AC � .W_$� \ co i AREA 729 061t SF 1 j ►T-I a r / I i 2z - - 1 _ `j� 6-_- WF- i2- :t" �f -15A 1�A -12A._ INF�-tOA , 1 a � I / \ p - 6 _. .... W / 3 T 14A"" B ''. , i ��' �'y ,_._ ._.-9:? ` ��,''f�� / --"� .-' �.6�.- �yWF_22A \ 7:; -1 __ -_ •-- „„„W.._ ..-- u2.'r , -- A / _ 5A __.WF.-23A AAA• \ •'~'.,,, L,. ,, r ,., .. .-- --' / ..--<'i e WFj'37 / /�A __ _ ��__... --yyF_g�� 7 ...--•--• _ _ A �WWF 27A - 9A_ _ CL a6 m ca f` / o CD p ( j " N r. .., r. J r -38 / s"'! .--- v: 1 1 , � • r WF 40 _ _ ftf— �'� p �O 30A`/ / j OS f F / - .. ._,..,.. ., __, •<,. •, N ^ ...._.._ r r r� �p ,r/-:` I M W�F,42 ,,..� , �-tr• t _ ,. - .� _.. _ -04 .. _. ! cr c s WF,3 A t-j;, �. }, f I _._ _ ,..,..- 1t)fr TO / CLUB _ . _._ ...-. . , \ — I / I/ I `m,x.,rq� \d _ 1 / _ -. / r y J 128 HOUSE \ r� ,, ! ; � I \ % \ �-.: _ ,��—�r ;' ,� � ._ ..--�" _. _. _. _ � _ - �`',` Z w t• j(,y'< -' I' r )///// I ,:• � � '>. ~' WF 34 C o .r / / 1 •/ ''' '/'� -. ./ _._ ^��.; _;. V v(, t ,_ '•.•, / " �.` '_ , / I , t I/ / \ `? i, \l / / ,/ _ ^._ _. , .-«-.. __.— --"„ J I,• �1..., r ! i WF 44 C: 1 4J �b. �' f _ r - J �. O W 5 - - -1 st / - _ - _ .— r _ a �.,.. 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'°"` 96.9 ..•\j' Y `•-\ - '— I ,1-6 7 1 IN i _ Q QLLI - <; / f \ O N cp / r'',•'"ii / r... r T , , 1 IR .<;q ..,. ,,. ,,:,.. ^".M.r ,..!" -«-•», '..w- j _ .'•,•.+,• .^.'„ r--- ,..._, ...-"°`• r 72 ,}.,y ! 1 (.� \ \ \ C , ti n co LLJ r� ,- 1 SOIL KEY \ r B A R N E S R O A D w '� `±�' �"`� w� `"'�> •. �02 SOIL NAME HYDROLOGIC SOIL GROUP Q (PUBLIC - 40' WIDE) I W ra �G�,., .,_ ,�~ �:8. 1 WATER PLAN (..jam �' �'' \ 102C B Z_ V w t :� o t \ 102E D SCALE: 1" = 50' n z U I <� > ` 622C C z 0 25 50 160 724C URBAN LAND 25 % PRELIMINARY DESIGN PLANS I J PROJ. #3833 r O G AFF r Z z cn o Q W ^ zzF o cr- 0 zZ) Q J w s n Gtia�/P �888- p LJ. 344- Z �UNO PLANT DAMP' P� w M _ 0 �� LIMIT OF 100-FT BUFFER NOTE: O cf) w w � Il ZONE TO OFFSITE BORDERING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED • w cr N VEGETATED WETLAND UPON VISIBLE ABOVE GROUND UTILITIES AND RECORD z D w INFORMATION OF BELOW GROUND UTILITIES AND ARE �R z C) APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR O : V ' zco TAKING ALL NECESSARY PRECAUTIONS BEFORE BEGINNING J J M ANY EXCAVATION. GNusETrs Q cn z Q OZ b,d °yam N Z ' /A.: SURFACE / cr w 1 , i f SET MT10N ' s z - RIM=133.66 �`. POND r) INV (IN)=117.04 INV D A R `Y°o ROAD (OUT)=116.81 C E / (PRIVA E 401 WIDE) _ �a _ — � a PROP. HYDRANT ____ ROP. 4_FORC -FM------FM- - M- =M__' F ` I F ---f M -'- M P� M I--- WNFlLCLr 1RAi1pN g� ; A (\ o A \\YV ¢ CV w MANHOLE (TO BE �� v "�" Un a EXIST. SEWER m m N REMOVED) / � � Q N p >- ckf ...` « ..„ m m Z - m e Q Z LLI Rf ACE IN r- LIMIT OF BORDERING RIM=133.11 s INV=128.42 ✓. ✓ VEGETATED WETLAND 9°�� '� AREA = 2.74f AC Q J N BORDERING VEGETATED o WETLAND CONTINUES OFFSITE / o > DS / U N SUBSURFACE az FS I A A o DETENTION SYSTEM i 1 LOT . < AREA SUBSURFACE x 3 AREA =716.74± AC F INFILTRATION SYSTEM loo mc) PROP. GATE �'' ' -'� �' -� VALVE (IYP.) cn a .-. \ PROP. SEWER PUMP / �— Z STATION (BUILDINGS,,.,- e� -FM-------.-FM--- -FM---— F •- 2. 3, & 4) A� 1A s W 1V w M - -FM ----FM- - FM• -FM- _. / ` / Q.. w W PROP. 4" —— — co - -FM-- -FM-- w w W P— V_WEO MAIN —-FM-----FM-•-- n O .- I-- P R 0 —� P _w ,8 ,Li J W� ATER MAIN o cn w ` 77 y (I� F PROP. SEWER / W < �3 U o ry .' 3 Y :. M l ANHOLE /(��SyyMppH) a f Z W cpw I N � Q < j ( YP-) r x 1 . Z Q = !— p) (n Ek: s SUBSURFACE rt Q N .J 7 v)INFII 71ON SY51E11 `^ - II s s � vi ocar> > -.. w w _ ---.. I I w Z COO w w „ p I S s Salf S S s w , y W WCL ,w 8" CI (RE - i 0 .w ON y i OLLJ - w N— 1 O �•!� V) RIM=129.33 RIM=138.59 ) INV (IN)=118.04 INV (IN)=130.00 - _ S``` •--, N M v INV (IN)=118.14 ° ` INV (OUT)=129.97 (� w 'w-.. ,_"'- �' INV (OUT)=117.96 �� RIM=143.30 ` w�RfCpRO) C/ R N E S INV (IN)=136.97 \~'-%. � w Z RIM=129.69 R O A D w "-� z INV (IN)=135.57 INV (IN)=117.54 (PUBLIC - 40' WIDE) _ INV (OUT)=135.51 INV (IN)=117.86 U 00 w c' INV (OUT)=117.51 �Q�/ cn PLAN � Z Z � -_...... .....,_, �— -�� i �3 SCALE: 1" = 50' U �+ RIM=141.71` \ �` V J z 0 A 50 100 s INV (IN)=137.0825 is N INV (OUT)=137.08 �� O O 0 ARY DESIGN PLANS cr- PROJ. #3833 1 /27/2020 w w, PLANT SCHEDULE (Preliminary) NAME NOTES SYMBOL COMMON NAME SIZE SHADE TREES GLE ITSEA TRICANTHOS'SKYLINE' SKYLINE HONEYLOCUST 3"-3.5"CAL. B&B,GCLEAR BRANCHING ACER RUBRUM'RED SUNSET' RED SUNSET MAPLE 3"-3.5"CAL. B&B,6'CLEAR BRANCHING QUERCUS PALUSTRIS PIN OAK 3"-3.5"CAL. B&B,6-CLEAR BRANCHING QUFRCUS COCCINEA SCARLET OAK T'-3.5"CAL. B&B,6'CLEAR BRANCHING QUERCUS BICOLOR SWAMP WHITE OAK 3"-3.5"CAL. B&B,6'CLEAR BRANCHING NYSSA SYLVATICA BLACK TUPELO 3"-3.5"CAL. B&B,UCLEAR BRANCHING ELATNUS X ACERIFOLIA LONDON PLANE TREE 3"-3.5"CAL- B&B,6'CLEAR BRANCHING GLEDITSEA TRICANTHOS'SKYLINE' SKYLINE HONEYLOCUST 13"-3.5"CAL. B&B,UCLEAR BRANCHING -3.5"CAL. B&B,UCLEAR BRANCHING ULMUS PARVAFOLIA LACEBARK ELM 13 PRINCETON ELM '"CA] B&B,6-CLEAR BRANCHING ULMUS AMERICANATRINCETON' 4, ORNAMENTALTREES AMELANCHIER'AUTUMN BRILLIANCE' SERVICEBERRY 8-10'TALL B&B,MULTI-STEM 8-10'TALL B&B,SINGLE AND MULTI-STEM "'go, CERCIS CANADENSIS EASTERN REDBUD 47- J M AG N 0 LI A STE LLATA STAR MAGNOLIA 8-10'TALL B&B,SPECIMEN 1k, -STEM 0 A BETULA NIGRA'HERITAGE' RIVER BIRCH 10-12'TALL B&B,MULTI -10'TALL B&B,SPECIMEN 4US'KWANZAN' FLOWERING CHERRY 8 4 EVERGREEN TREES v INV WHITE FIR 8-10'TALL ABIES CONCOLOR Nw A PINUS STROBUS EASTERN WHITE PINE 8-10'TALL �`w PSEUDOTSUGA MENZIESII DOUGLAS FIR 10-12'TALL A PlCEA OMORIKA SERBIAN SPRUCE 10-12'TALL -4 SHRUBS [TI INKBERRY 3'TALL 36"O.C.B&B ILEX GLABRA CORNUS SERICEA'ARCTIC FIRE' ARCTIC FIRE DOGWOOD 3.5'TALL 36"O.C.B&B vR FOTHERGILLA GARDENH DWARF FOTHERGILLA 3-5'TALL 36"O.C.B&B HYDRANGEA QUE iCIFOLIA OAKLEAF HYDRANGEA TTALL 36"O.C.B&B ILEX VERTICILLATA WINTERBERRY T-3.5'TALL 36"O.C.B&B US AROMATICA'GI.- .36"O.C.B&B CPoad TAXLIS X MEDIA'HICKSII' iltK7-W 15 GALLON 136"O.C. 3&B eda PERENNIALS 18"O.C.CONTAINER ECHINACEA PURPJREA PURPLE CONEFLOWER 1 GAL RUDBECKIA FULGIDA'GOLDSTURM' BLACK EYE SUSAN 1 GAL 18"D.C.CONTAINER 7, PEROVSKIA A.'LITTLE SPIRE' LITTLE SPIRE RUSSIAN SAGE 1 GAL 18"O.C.CONTAINER 7N It 14 ORNAMENTALGRASS 136"O.C.CONTAINER 4 OTI PANICUM VIRGATUM'SHENANDOA SWIT(H GRASS 2 GAL O.C.CONTAINER IZACHYRIUM SCOPARIUM LITTLE BLUESTEM ISCH 2 GAL 136 2 GAL 124"O.C.CONTAINER 'w PENNISETUM ALOPECUROIDES FOUNTAIN GRASS osh t �v� , Z -V vt Ig fr 0 0" A- 0,� # -7* -7n 34f A C: 4 ZA C WW w VFW' - ---------------------- Parking 1 Cano L�L��o�7111 It oll- w-w T-d F E C H ge r7 , .11�03, r-, [—p.o 0 o 0 k"I n 9 U C�an Py A� A 7 -7 w �-q Road 7' C '71 OPa rk # 0 foy T lwpr 7� -0" �tw I SCALE 1"=50' '01 op, 100' 50' 0 50' 100, 4 L 41 ------------------ The Morin Cameron CIVIL ENGINEERS I ENVIRONMENTAL CONSULTANTS Highland Barnes Conceptual Site Plan LAND SURVEYORS I LAND USE PLANNERS 66 ELM STREET, DANVERS, MASSACHUSETTS 01923 MICHAEL D'ANGELO landscape architecture Salem , MA P: 978-777-8586, F: 978-774-3488, W: WWW,MORINCAMERON.COM Existing Vegetation Ex. House Peak +/- 162 +/- 160 r L 148 +144 n +143 +141 .6 +112 +112.0 t a_ — �. 3 4 SCALE 1'= 8' 8' 4' 0 8' 16' n 'i 3 00 L = 2 The Morin- Cameron • _ • a n a r n e s Conceptual Section A - A ' CIVIL ENGINEERS I ENVIRONMENTAL CONSULTANTS 1 LAND SURVEYORS I LAND USE PLANNERS 66 ELM STREET. DANVERS, MASSACHUSETTS 01923 MICHAEL D'ANGELo landscape architecture Salem I MA P: 978-777-8586, F: 978-774-3488, W: WWW.MORINCAMERON.COM Section without cut line Existing Vegetation SCALE 1"= 10' 10' S' 0 10' 20' r N }� Y{ Ex. House Peak +/- 155 ,r +/- 146.5 +137 1- 120 Hill • i r +98.5 +100.5 +99.7 w SCALE 1"= 8' 8' 4' 0 8' 16' L = 3 The. Morin- Cameron w r 1 a n a rneS Conce tual Section B - B CIVIL ENGINEERS I ENVIRONMENTAL CONSULTANTS LAND SURVEYORS ( LAND USE PLANNERS 66 ELM STREET. DANVERS, MASSACHUSETTS 01923 MICHAEL D'ANGELO landscape architecture Salem , 1 ♦/`,, A P: 978-777-8586, F: 978-774-3488, W: WWW.MORINCAMERON.COM .1 . I I 11 � I.. 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IS X41 -,MMV�", q Njr 4-01C. a J� I Mllk 7w ,W� Np �14 0 0 0 NIL Ut 6rk T,T- Mr 15 -�1110 A4 OF sm f/7 Z Mail 4 J6.k PN 4 IT 41 11w, -f- EWA MrWWW"T" &L, O -upl IN TvA I WPmM Segaerrchitects, inc 1 T T 4 T 6 T 6 9 T 11 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 R R 1 R R R R2 OR R Telephone: 978-744-0208 www.segerarchitects.com A PROJECT ARCHITECT 6 1 BR 1 BR 2 BR_ 2 BR 2 BR 2 BR 2 BR _ 1 BR 2 BR ___ Rea r F-M Floor -- — _ - — — c r . . ®® '� � 00179 00 a eH Ll I H AM ® » ® e ® � LE __ ijP1, E -- 8.8 - 8 -, B 7�1�B 2 BR 1 BR 2 BR 2 BR 2BR 2 BR 2 BR 2 BR MIC. Fkel Floor K ¢s Y F — r.. w.. . a. k , ¢ ,..�.. . ...,�. z SEAL R R MICRO R OR R R R 1 R Building 1 Cedar Road Southwest Elevation Scale:1"=30' Building 1 Fourth Floor Plan Scale:1"=30' ... ........... ............. ------.................. ............. ............... ........... ....................................... .......... .......... T T T / ....... 1 2 3 4 5 8 7 6 9 10 "— r i Fourth Fbor p -` R R R R Thkd Fleer 81 I. 2 OR e e - e e e e 11 :. a c ® 0 0 1ee11 NRf y ... — q k teemdFlew e e 00 e e e e ILM e ® .n 1 BR 1 BR 2 BR— 2 BR _ 2 BR 2 BR 2 BR 1 BR 2 BR rFbw , k 1, ° I — �,,._. D Building 1 Cedar Road Northeast Elevation E � Scale:1"=30' 2 BR 1 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR MIC. PROJECT CONSULTANTS F OR 1 OR MICRO R OR R R OR OR OR Building 1 Third Floor Plan Highland Ave, Scale:1"=30' Cedar and R Barnes Road F.Nh Apartments k Th'°` - and Retail T T T 5 6. 7 8 9 10 11 k _ 8 ereaed Fber 2 R R R R R BR R2 OR R R Fwr Flew A PROJECT INFORMATION 1 BR 1 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR Building 1 Typical End Elevation Scale: "=3°' Overlook Acres,LLC c Beverly, MA IRA E — 2 BR 1 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR OWNER INFORMATION MIC. F R MICROR R R 1 OR 2 OR � MA%,W TO MEAN RAFTER Rea 4 Building 1 Second Floor Plan Scale:1"=30' ` Thkd FM. No. Description Date PROJECT REVISIONS k Moond Flow F e,F,Oe Job No.: 19-043 Date: January 29,2020 1 2 3 4 6 6 e s 10 11 Scale: As Noted Building 1 Typical Section Designed By: JAS Scale:1"=30' Drawn By: DR,SL A - Checked By: JAS Approved By: JAS 2 RR 1 BR 1 BR 2 BR 2 BR _2 BR 2 BR 2 BR 1 BR 2 BR Copyright Y 9 Co rl ht©b Seger Architects, Inc. All rights reserved. c — I [Ulu Ill LE ° E — 2 BR 1 BR MI C. 1 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR I I I I I I F Bldg . 1 R 1 R R 331'-0" Building 1 (20 Units) First Floor Plan Scale:1"=30' SHEET NAME "T Awla SHEET NO. 25% Preliminary Desian Plans eger architects, inc R T 1 BR T , BR I 8R 1 RR 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com MIC. PROJECT ARCHITECT 2 BR 2 BR 2 BR 1 BR 2eR 1 T / eR �n NI y m 2B R 2BR 2 BR 2BR eR e e R R - 2 R 2eR >h ® ® x 80 011 _ ,nb 8 8 ® ® C 8 R .. 0 O ' ® Go oil _ ® , ...'.® ;' - ®.;� =- _' SEAL Building 2(20 Units) Fourth Floor Plan r eRIL Scale:1"=30' F ' e r. R z R Building 2 Barnes Road Northeast Elevation- partial Building 2 Barnes Road Northeast Elevation - partial Scale:1"=30' Scale:1"=30' G 1 BR I BR MIC N.. _. _. 2 BR 2BR 2BR 1 BR 2 H TM.a.W. 00 F 00 s 00 ® e e e e / eR _ ® ® ® 8 . 2B R 2BR 2 BR 2BR � eR ti.nee. 44 r fr a / ,.., v —___ m..+.,,-.,,_....w...e.k... ............. .__, . _i-F _..>.Y�''.Si..,L..✓k 1 .. hwx...., .c I ...... ...u' :< .v'F,. ,.., rv.,r. .._.... s .. r ... Road Southwest Elevation- partial Building 2 Barnes R Southwest do - Buildin Barnes Road S thw t Elevation partial 2eR / 3 p g 2 p PROJECT CONSULTANTS Scale:1"=30' Scale:1"=30' Building 2(20 Units)Third Floor Plan y eR Scale:1"=30' R 2eR Highland Ave, Cedar and Barnes Road T TR 3 T 4 5 6Apartments oaRR , R R � B � _ .� - e _= and Retail O _ 9 i B I ... .. MIC. 10 2 Bh 2BR 2BR 1 B R - 8 PROJECT INFORMATION / 8R Overlook 13 / y eR Building 2 Typical End Elevation Acres,LLC 2BR 2 BR 2 BR 2 BR r e/� Scale:1"=30' Beverly, MA eR � r eR 2 R \ 2eR A OWNER INFORMATION 2eR Building 2(20 Units)Second Floor Plan y eR Scale:1"=30' a r eR 2eR ° F MAR.W TO MEAN RAFTER —� — — No. Description Date PROJECT REVISIONS k ,WR.., Job No.: 19-043 1 2 3 4 4 O5 8 Date: January 29,2020 _ R 1 R R R R � Scale: As Noted 8 k ., .« Designed By: JAS s Drawn By: DR,SL 70 Building 2 Typical Section Checked By: JAS 2 B _ 2BR 2 BR 2BR '' Scale:1"=30' Approved By: JAS Copyright©by Seger Architects,Inc. All rights reserved. 13 2B R 2BR 2 BR 2BR reR � eR � r eR 2 R \ 2eR A Bld . 2 2 / 9 eR Building 2(21 Units) First Floor Plan r eR e Scale:1"=30' r eR SHEET NAME - F A=2a SHEET NO. 25% Preliminary Desian Plans 11 11 11 11 11 11 11 11 S eger architects, inc R 2 OR 2 OF 2 OR 2 OR 2 OR 2 OR 2 OR 2 OF 2 OR 9 OR 2 OR 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com I PROJECT ARCHITECT 2 BR 1 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR BR 2 BR 1 2 BR FFEM ................. ............ . ................. ......... ...... I Flom T 2 3 1 5 6 7 8 2 BR 1 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR BR 2 BR 2 BR 2 BR ' r u. Thlr.Fbm . B �, ® = B 8 k ® 8 ® 8 -- SEAL R R R R R' OR OR R R R 2 OR _ - _ Fhal Fbor Building 3 (12 Units)Third Floor Plan Building 3(12 Units) Fourth Floor Plan — u. . ,� .MM. Building 3 Barnes and Cedar Road Northwest Elevation Scale:1"=30' 1 2 3 5 6 7 g T T 8 5 4 3 2 1 2 OR R 4 R ® T Fouts Flom = --- ® ® ® ® e gee t ThIAFlam I e 1 2 BR 1 BR 2 BR 2 BR 2 BR 2 BR k . . e 00 - _ ee __ 00 e e k 1 Fhdfber z 2 BR 1 BR U 2 BR 2 BR 2 BR 2 BR Building 3 Barnes and Cedar Road Northeast Elevation Scale:1"=30' R R I Building 3(12 Units)Second Floor Plan PROJECT CONSULTANTS Scale:1"=30' Fad R 8 I Fourth Fbor - - TY.FIam 8 Highland Ave, ,..aa.Floar 8 Cedar and Flrat Barnes Road ' 2 3 5 T 6 °�`� Apartments R OR R R R; ' Building 3 Typical End Elevation and Retail Scale:1"=30' I I I I I I 2 BR I 1 BRI BR � BR 2 BIR PROJECT INFORMATION YE FTE� NAXATTOANRAF Fool Overlook Acres,LLC t Beverly, MA 711h0 Floor 2 BR 1 BR BR -12-BR 2 BR 2 BR k s.aord Flom I OWNER INFORMATION Fka Flaw OR R R 2 R R R Building 3 Typical Section • Building 3 (12 Units) First Floor Plan scale:,'�o30' Scale:1"a 30' No. Description Date PROJECT REVISIONS Job No.: 19-043 Date: January 29,2020 Scale: As Noted Designed By: JAS Drawn By: DR,SL Checked By: JAS T T T 4 5 6 7 8 Approved By: JAS Copyright©by Seger Architects, Inc. All rights reserved. � FI� I I T � I �I �I � T � �I � I im M-1-j I w 21--SP-ACES IW Li 171 I I I Bl3dg . LI 1—lL1 B I I I I L ILLLL I LI I SHEET NAME Building 3 Garage Floor Plan Scale:,"=30' A=3a SHEET NO. 25% Preliminary Desian Plans Segaerrchitects, inc 10 Derby Square, Suite 3N, ,0 ,2 ,3 ,a Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT 0 2 BR 1 BR 1 BR 2 BR _ 2 BR 2 BR _Micro 1 BR 1 BR 1 BR _1 BR 2 BR g 1 2 3 a 6 6 7 6 9 10 11 1260 13 14 — C E Rool t 2 BR 1 BR -2—BR 2 B -micro 1 BR 1 BR Micro 1 BR BR FourNflaaF - SEAL F t ThNi Floa0IR R 9 BR 2 BR I ORI BE MICRO_ I BR MICRO R 2 BR ® 8 t � Building 4 (24 Units) First Floor Plane« 9-11 Building 4 Cedar Road Northwest Elevation Scale:1"=30' 5 6 7 9 8 10 11 12 13 14 ` r , \ t FouIM Flap •. - - /- a.aaa.Flaa. 2 BR 1 BR 1 BR 2 BR 2 BR 2 BR Micro 1 BR 1 BR 1 BR 1 BRF- R— r_LL — — - FlrxFloaF 77-7 s B t — — - p Building 4 Barnes Road Southeast Elevation Scale:1"=30' e PROJECT CONSULTANTS 2 1 BR 2 BR 2 B 1 B'R °� 2 BR Micro 1 BR BR Micro 1 BR BR 2 BR 1 BIR 2 BR 2 BR 1 BR LOBBY I QR MICRO 1 BR R MI R 1 BR R Highland Ave, ` Fouts Fbor � 8 Building 4 (24 Units) First Floor Plan Cedar and ® 8 _ Barnes Road s.oeaa Floc. - t - Apartments FlI.rFlw .Fba N and Retail 1 2 3 4 6 6 7 8 9 10 11 12 Building 4 Typical End Elevation Scale:V=30' PROJECT INFORMATION Overlook 2 BR __ 1 BR 1 BR 2 BR _ 2 BR 2 BR _Micro 1 BR 1 BR 1 BR 1 BR 2 BR Acres,LLC � YiUf.IS TO YE�R 4 Beverly, MA — p ThIldF I I OWNER INFORMATION E i 2 BR 1 BR 2 BR 2 BR 1 B 2 BR Micro 1 BR I BR Micro 1 BR BR onaFbp flnl Fbp R R R LOBBYI BR MICRO RR Building 4 Typical Section Scale:1"=30' Building 4(24 Units) First Floor Plan Scale:1"=30' No. Description Date PROJECT REVISIONS Job No.: 19-043 Date: January 29,2020 Scale: As Noted 1 2 3 4 s 6 7 a 9 10 11 12 13 14 Designed By: JAS Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright©by Seger Architects, Inc. _F - 7 All rights reserved. 2 BR 1 BR 1 BR 2 BR _ 2 BR 2 BR Micro 1 BR 1 BR 1 BR _1 BR 2 R a - - — � p E Bldg .2 BR 1 BR 2 BR 2 B � 1 B °—u 2 BR Micro 1 BR 4BR Mi ro 1 BR BR F R I BR 2 BR 2 BIR 1 BR LOBBY 1 QR MICRO R I EIR MICRO 1 BR 2 BR SHEET NAME Building 4(24 Units) First Floor Plan Scale:1"=30' A=4a SHEET NO. 25% Preliminary Desian Plans Segaerrchitects, inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT 5 8 ! MAX.45'TO MEAN RAFTER — Roof I Roof SEAL .o ® ■ ■ yFourth Floor ._. Fourth FloorTO ------ _ ---- - -- j Third Floor Third Floor o r� I Second Floor '! Second Floor u i VMS list _ . First Floor First Floor rj Typical Section Typical Southwest Elevation PROJECT CONSULTANTS Highland Ave, Roof _. Roof F - - MEMO= Barnes Road .z ■ p Fourth Floor ■ ■ ■ ■ ■ _ ■ A artmenis Fourth Floor -- -- ._ and Retail ee e e e Third Floor ® 1 hThird Floor ® _ Sec PROJECT INFORMATION Second Floor ! M1111 III ond Floor -- �:: , Overlook 1 f - u LJ a Acres,LLC First Floor First Floor --� s — �. Beverly, MA Typical End Elevation Typical Southeast Elevation OWNER INFORMATION No. Description Date PROJECT REVISIONS Job No.: 19-043 Date: January 29,2020 75 �Q 2 3 0 0 Scale: As Noted Designed By: JAS Drawn By: DR,SL Checked By: JAS Approved By: JAS Copyright©by Seger Architects,Inc. All rights reserved. Typical Barnes Road Building Elevations rSHEET NAME Building Site Section to Building 2 #2 A=5a SHEET NO. r Segaerrchitects, inc 1 T 3 a 5 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephoner 978-744-0208 www.seg era rchitects.con� PROJECT ARCHITECT — A 2 BR 1 BR 1 BR 2BR o SEAL — E 2 BR 2 BR 1 BR 2BR F 130,-0" Highland Ave Residential 'Third Floor PLan Root Scale: 1"=20' II RES. UNIT RE . UNIT Third Floor § RES. UNI RE . UNIT - Second Floor 1 2 3 4 5 RETAIL Flret Floor A Highland Retail/ Residential Typical Cross Section PROJECT CONSULTANTS = 2 BR 1 BR 1 BR 2 BR Scale: 1" 20' Highland Ave, CDC 1 2 3 4 T — — p Cedar and Barnes Road 1 BR Root Apartments E I� 2BR 2 6R 2BR RES. UNIT RES. UNITRES. UNIT RES. UNIT Third Floor and Retail F RES. UNIT RES. UNI RES. UNIT RES. UNIT Second Floor 130'-0" Highland Ave Residential Second Floor PLan Scale: 1"=20' Fin RETAIL PROJECT INFORMATION Floor Overlook , ..� = Mom.. V Acres,LLC Beverly, MA Highland Retail/ Residential Typical Longitudinal Section OWNER INFORMATION Scale: 1"=20' 1 2 3 4 5 i - - - A L. No. Description Date PROJECT REVISIONS i — g Job No.: 19-043 Date: January 29,2020 Scale: 'As Noted C b ASL _ Designed By: JAS `o Drawn By: DR,SL Unit Unit 2 Unit 3 Checked By: JAS Approved By: JAS Copyright©by Seger Architects, Inc. All rights reserved. F 130'-0" v Retail First Floor PLan Bldg . 5 Highland A e Scale: 1"=20' SHEET NAME A=6a SHEET NO. 25% Prelirninary Desian Plans t I