Draft Transportation Impact Study Maple And . - Hayward, CA
Draft Transportation Impact StudyMaple and Main Mixed UseDevelopmentOctober 2016DEVELOPINGI N N O V AT I V EDESIGNSOLUTIONS
MAPLE & MAIN MIXED USE DEVELOPMENTHAYWARD, CATRANSPORTATION IMPACT STUDYPrepared For:Bay Area Property DevelopersPrepared By4670 Willow Road, Suite 125Pleasanton, CA 94588(925) 847-1556October 2016(J:\3000-s\3240 004 Maple & Main Apt TIS Services\Traffic\Reports\October 2016\3240-004 Maple & Main Apts Draft TIS Report October 2016.docx)
Maple & Main Mixed Use Development - Transportation Impact StudyHayward, CATABLE OF CONTENTSEXECUTIVE SUMMARY . 11. INTRODUCTION AND BACKGROUND . 12. EXISTING AND PROPOSED TRANSPORTATION SETTING . 4A.Roadway System . 4B.Transit Services . 6C.Truck Routes . 7D.On-Street Parking Facilities . 7E.Existing Traffic Volumes . 73. ANALYSIS METHODOLOGY . 12A.“Level of Service” Methodology . 12B.Traffic Signal Warrant Evaluation Methods . 13C.Study Area Selection . 134. REGULATORY SETTING . 13A.City of Hayward Policy . 135. “EXISTING” CONDITIONS . 14A.Intersections Operations . 146. PROJECT DESCRIPTION . 14A.Project Trip Generation . 15B.Travel Demand Management (TDM) Strategies . 17C.Project Access and Circulation . 18D.Parking . 19E.Project Trip Distribution and Assignment . 197. “EXISTING PLUS PROJECT” CONDITIONS . 22A.Intersections Operations . 228. “BACKGROUND” CONDITIONS . 26A.Intersections Operations . 269. “BACKGROUND PLUS PROJECT” CONDITIONS . 30A.Intersections Operations . 3010. “CUMULATIVE BASE” CONDITIONS . 34A.Intersections Operations . 3411. “CUMULATIVE PLUS PROJECT” CONDITIONS . 38A.Intersections Operations . 3812. PROJECT IMPACTS AND MITIGATION MEASURES . 42A.Study Intersections . 42B.Project Driveway Impacts . 42C.Queue Analysis . 42D.Internal Circulation . 43E.Bicycle and Pedestrian Facilities . 43F.Public Transportation . 4413. ADDITIONAL RECCOMENDATIONS AND POTENTIAL IMPROVEMENTS . 44A.Prospect Hill Neighborhood Traffic Calming Measures . 44B.Other Study Intersections . 48LIST OF FIGURESFigure 1. Project Location and Vicinity Map . 3Figure 2. Existing Intersection Lane Geometrics and Control . 8Figure 3. “Existing” Traffic Volumes . 10Figure 4. Maple & Main Mixed Use Development Conceptual Site Plan and Ground Level Plan . 16Figure 5. Project Trip Distribution and “Project Only” Traffic Volumes . 20Figure 6. “Existing plus Project” Traffic Volumes . 24Figure 7. “Background” Traffic Volumes . 28Figure 8. “Background plus Project” Traffic Volumes . 32Figure 9. “Cumulative Base” Traffic Volumes . 36Figure 10. “Cumulative plus Project” Traffic Volumes . 40Figure 11. Traffic Calming Measures . 47WR# 3240.004October 2016Page i
Maple & Main Mixed Use Development - Transportation Impact StudyHayward, CALIST OF TABLESTable 1. HCM-2000 Based Level-of-Service (LOS) Definitions and Criteria for Intersections . 12Table 2. “Existing” Conditions Intersection Traffic Operations . 14Table 3. Project Trip Generation Rates . 15Table 4. Project Trip Generation Volumes . 17Table 5. “Existing plus Project” Conditions Intersection Traffic Operations . 23Table 6. “Background” Conditions Intersection Traffic Operations . 27Table 7. “Background plus Project” Conditions Intersection Traffic Operations . 31Table 8. “Cumulative Base” Conditions Intersection Traffic Operations . 35Table 9. “Cumulative plus Project” Conditions Intersection Traffic Operations . 39Table 10. Queue Length vs. Storage Length Analysis . 43APPENDIXLevel of Service and CA-MUTCD Signal Warrant 3 Based WorksheetsProject Fair-Share Percentage Estimates for Critical Off-Site Study IntersectionsIntersection LOS SummaryQueue Analysis TablesTable 1a. Existing AMTable 1b. Existing PMTable 2a. Existing plus Project AMTable 2b. Existing plus Project PMTable 3a. Background AMTable 3b. Background PMTable 4a. Background plus Project AMTable 4b. Background plus Project PMTable 5a. Cumulative Base AMTable 5b. Cumulative Base PMTable 6a. Cumulative plus Project AMTable 6b. Cumulative plus Project PME. Fire Truck Turn MovementsF. Maple & Main Mixed Use Conceptual Site Plans, by Humphreys & Partners Architects, dated October2016A.B.C.D.WR# 3240.004October 2016Page ii
Maple & Main Mixed Use Development - Transportation Impact StudyHayward, CAEXECUTIVE SUMMARYThis Transportation Impact Study (TIS) has been prepared to present the results of a transportationimpact analysis performed by Wood Rodgers, Inc. for the proposed Maple & Main Mixed UseDevelopment in Hayward, California. The proposed Maple & Main Mixed Use Development(hereafter referred to as “Project”) consists of 240 apartment units, a 1,580 square foot leasing office,and 7,000 square feet of retail with access provided via a Project Driveway intersecting with MainStreet. AM and PM peak hour vehicle counts were collected at three (3) study intersections withinthe Project vicinity. Traffic volumes for the remaining 12 study intersections were obtained from aprior traffic study pre-prepared for the City within the Project vicinity. This data was used to analyzeLevel of Service (LOS), vehicle delay, and queueing at each study intersection under the followingsix conditions: “Existing” condition“Existing plus Project” condition“Background” condition“Background plus Project” condition“Cumulative Base” condition“Cumulative Base plus Project” conditionTraffic signal warrant analysis was performed at each existing and future study unsignalizedintersection. Bicycle, pedestrian, and public transportation facilities within the Project vicinity werequalitatively evaluated in the context of the Project site’s regulatory setting.The Project is estimated to generate 1,471 new daily trips, with a total of 105 AM peak hour trips and138 PM peak hour trips.The Project is not projected to result in any “significant” impacts at any of the study intersectionsunder all analyzed conditions. Recommended improvement measures for all intersections projectedto operate at unacceptable Levels of Service (assuming LOS “E” as the City of Hayward standard)without the Project have been identified in a subsequent section of this report.In addition to intersection impact analysis and mitigation, this report provides qualitative discussionon Project driveway impacts, internal circulation of the Project site, emergency vehicle access andfire truck turn movements, on-site parking, impacts on bicycle, pedestrian, and public transportationfacilities within the Project vicinity, and additional recommendations and potential improvements.1. INTRODUCTION AND BACKGROUNDThis TIS has been prepared to present the results of a Transportation Impact Study (TIS) performedby Wood Rodgers, Inc. for the proposed Maple & Main Mixed Use Development in Hayward,California. The proposed Project site is located on an approximately 4-acre site bound by MapleCourt, McKeever Avenue, A Street, and Main Street in the City of Hayward (City). The proposedProject envisions redevelopment of the site with approximately 240 dwelling units, a 3,600 squarefoot clubhouse/fitness center, a 1,580 square foot leasing office, and 7,000 square feet of retail space,as well as 31,910 square feet of courtyards and perimeter open space. Access to and from the Projectsite is planned to be provided via a new driveway intersecting with Main Street. Note: this TISassumes conservative development of 7,000 square feet of retail. Based on preliminary informationfrom Project’s architect, only 5,571 square feet of retail may be constructed.The Project study area consists of the following 15 existing and proposed intersections:1. Mission Boulevard / Grove WayWR# 3240.004October 2016Page 1
Maple & Main Mixed Use Development - Transportation Impact StudyHayward, CA2.3.4.5.6.7.8.9.10.11.12.13.14.15.Mission Boulevard / Rose StMission Boulevard / Simon StreetMission Boulevard / Hotel AvenueMission Boulevard / A StreetMain Street / Hazel AvenueMain Street / McKeever AvenueMain Street / Hotel AvenueMain Street / A StreetMaple Court / A StMaple Court / McKeever AvenueFoothill Boulevard / Hazel Avenue – City Center DriveFoothill Boulevard / City Center DriveFoothill Boulevard / A StreetMain Street / Project Driveway (future)This TIS report is prepared in support of the subject residential/mixed use development projectapplication. It addresses the City requirements for a traffic impact study and is structured to beCEQA-compliant. Figure 1 illustrates Project location, vicinity map, and study intersections. Theterm “Project”, as used in this TIS, refers to the development of the proposed Maple & Main MixedUsed Development.This TIS report includes the following sections: Existing Transportation Setting – A description of the existing transportation circulationsetting, including analysis of existing traffic operations at critical study area transportationfacilities. Project Description – A description of the proposed Project estimated trip generation,distribution, and assignment characteristics and site access characteristics. “Existing plus Project” condition – Analysis of a near-term future condition thatsuperimposes proposed Project-generated traffic on top of existing traffic volumes. “Background” condition – Analysis of a near-term future condition estimated byinterpolating future traffic volumes (using the City’s General Plan Update travel demandmodel) between existing and cumulative long-term conditions. “Background plus Project” condition – Analysis of a condition that superimposes theproposed project-generated traffic on top of “Background” conditions. “Cumulative Base” condition – Analysis of a cumulative future (Year 2040) conditionestimated by using the City’s General Plan Update travel demand model, estimated growthrates, and assumed transportation improvements within Project vicinity assuming theproposed Project site itself remains undeveloped. “Cumulative plus Project” condition – Analysis of a condition that superimposes theproposed project-generated traffic on top of “Cumulative Base” conditions. Project Impacts and Mitigation Measures – A discussion of Project impacts on study areatransportation facilities and their significance, recommendations on both short-term futureand cumulative long-term future improvements, potential mitigation measures, and strategiesneeded to alleviate anticipated unacceptable levels of Project traffic impacts at criticalintersections.WR# 3240.004October 2016Page 2
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Maple & Main Mixed Use Development - Transportation Impact StudyHayward, CA2. EXISTING AND PROPOSED TRANSPORTATIONSETTINGThe City of Hayward is located in Alameda County, approximately 20 miles southeast of SanFrancisco in the East San Francisco Bay Area. Interstate 880 (I-880) and State Route 238 (SR 238)pass through the City on a north-south axis. Most regional traffic is carried north-south through theCity on I-880 and SR 238 and east-west on State Route 92 (SR 92), which traverses the San MateoHayward Bridge, connecting the City with the San Francisco Peninsula. The Project Site is bound byMaple Court, McKeever Avenue, A Street, and Main Street near the northern limits of the City.Figure 1 illustrates the Project location and vicinity map. The following describes the study arearoadways, transit, rail, bicycle, and pedestrian systems.A.ROADWAY SYSTEMRoadways that currently provide primary transportation circulation within the immediate vicinity ofthe proposed Project site are as follows:Mission Boulevard is designated as State Route 262 at its origin in the City of Fremont and becomesState Route 238 as it passes through Union City and Hayward until crossing SR 92, where it becomesState Route 185. Mission Boulevard is generally three lanes south of SR 92. Between SR 92 and AStreet, Mission Boulevard is a southbound one-way five- to six-lane roadway that becomes a twoway four-lane roadway north of A Street. A raised median runs through Mission Boulevardintermittently south of the SR 92 – SR 238 junction. Mission Boulevard forms signalizedintersections with Grove Way and A Street, and two-way stop-controlled intersections with RoseStreet, Simon Street, and Hotel Avenue. Study intersections along the Mission Boulevard segmenthave either been relinquished to the City of Hayward by Caltrans, or are in the process of beingrelinquished.Foothill Boulevard is the portion of SR 238 that extends northeast from the SR 238-SR 92-SR 185junction and ends at the I-580/I-238 junction north of the City. Foothill Boulevard is a four- to fivelane one-way roadway between SR 92 and A Street and a five- to six-lane two-way roadway with araised median north of A Street. Foothill Boulevard forms signalized intersections with A Street,Maple Court-City Center Drive, and Hazel Avenue-City Center Drive. Study intersections along theFoothill Boulevard segment have been relinquished to the City of Hayward by Caltrans.A Street is generally an east-west four-lane roadway that extends between Hesperian Boulevard inthe west and ends at Grove Way in the east before turning into Redwood Road. A Street becomes awestbound four-lane one-way road west of Foothill Boulevard and resumes four-lane bi-directionaltravel west of Mission Boulevard. A Street has intermittent two-way left-turn median lanes andraised medians along its two-way segments. A Street forms a one-way stop-controlled intersectionwith Maple Court and signalized intersections with Mission Boulevard, Main Street, and FoothillBoulevard.Main Street is a north-south roadway that extends between E Street in the south and Rose Street inthe north. Main Street is four lanes wide between McKeever Avenue and D Street and two laneswide north of McKeever Avenue. Main Street form signalized intersections with A Street and allway stop-controlled intersections with Hazel Avenue and McKeever Avenue.McKeever Avenue is an east-west two-lane roadway that extends west from Maple Court and ends atMain Street, becoming Warren Drive.WR# 3240.004October 2016Page 4
Maple & Main Mixed Use Development - Transportation Impact StudyHayward, CAMaple Court is a north-south two-lane roadway that runs along the eastern edge of the Project sitebetween A Street and McKeever Avenue. Maple Court forms a two-way stop-controlled intersectionwith A Street.Grove Way is generally a two-lane east-west roadway that extends between Interstate 580 (I-580) inthe east and Meekland Avenue in the west.Rose Street is a two-lane east-west roadway that extends between Main Street in the east andMission Boulevard in the west.Simon Street is a two-lane east-west roadway that extends between Main Street in the east andWestern Boulevard in the west.Hotel Avenue is a two-lane east-west roadway that extends between Main Street in the east andMission Boulevard in the west.Hazel Avenue is an east-west two-lane roadway that extends east from Main Street and ends atFoothill Boulevard, becoming City Center Drive.City Center Drive is a two-lane roadway that forms a loop to the east of Foothill Boulevard. CityCenter Drive crosses Foothill Boulevard to the south at the Foothill Boulevard / City Center Drivesignalized intersection and to the north at the Foothill Boulevard / Hazel Avenue – City Center Drivesignalized intersection.Project Access Driveway is planned to extend east from Main Street between Hotel Avenue andA Street and directly enter the planned on-site parking garage.Emergency Vehicle Access (EVA) is proposed via three driveways: one connecting McKeeverAvenue and Maple Court along the northern property line, one extending west from Maple Courtalong the southern property line, and a third extending east from Main Street south of the ProjectAccess Driveway.PEDESTRIAN AND BICYCLE FACILITIESPedestrian and bike facilities in the study area are described as follows: Mission Boulevard – Within the Project vicinity, Mission Boulevard is a three- to six-laneroadway with sidewalks on both sides of the road. There are marked crosswalks on all four legsof the signalized study intersections and at least one east-west crossing at the unsignalized studyintersections with Mission Boulevard. At each signalized study intersection, pedestrians on allfour legs are controlled by pedestrian pushbuttons and WALK/ DON’T WALK pedestrian heads.There are currently no bicycle facilities on Mission Boulevard within the Project vicinity. Theposted speed limit is 25 mph north of the Mission Boulevard / Jackson Street (SR 92) intersectionand 35 mph south of the Mission Boulevard / Jackson Street (SR 92) intersection.A Street –A Street is a Class III Bike Route between Montgomery Street and 4th Street (City ofHayward Bicycle Master Plan, Figure 6-1: Proposed Bikeways, October 2007). There aresidewalks on each side of the roadway and marked crosswalks on all four legs of each signalizedstudy intersection with A Street. At each signalized study intersection, pedestrians on all four legsare controlled by pedestrian pushbuttons and WALK/ DON’T WALK pedestrian heads. Thereare no marked crosswalks at the two-way stop-controlled Maple Court / A Street intersection.The posted speed limit on A Street is 25 mph.Main Street – Main Street is a Class III Bike Route between Sunset Boulevard and D Street.Within the Project vicinity, Main Street is a two- to four-lane roadway with sidewalks on bothsides of the road. There are marked crosswalks on all four legs of the signalized studyintersection and some east-west crossings at the unsignalized study intersections with MainWR# 3240.004October 2016Page 5
Maple & Main Mixed Use Development - Transportation Impact StudyHayward, CA Street. The south and east leg of the all-way stop-controlled Main Street / Hazel Avenueintersection have pedestrian crossings. At signalized study intersections, pedestrians on all fourlegs are controlled by pedestrian pushbuttons and WALK/ DON’T WALK pedestrian heads. Theposted speed limit on Main Street is 25 mph.Maple Court – Maple Court is a two-lane roadway with sidewalks on both sides of the road. Theposted speed limit is 25 mph.McKeever Avenue – McKeever Avenue is a two-lane roadway with sidewalks on both sides ofthe road. The posted speed limit is 25 mph.Foothill Boulevard – Within the Project vicinity, Foothill Boulevard is a four- to five-laneroadway with sidewalks on both sides of the road. There are marked crosswalks on all four legsof the signalized study intersections with Foothill Boulevard. At the signalized studyintersections, pedestrians on all four legs are controlled by pedestrian pushbuttons and WALK/DON’T WALK pedestrian heads. Foothill Boulevard has Class II Bike Lane striping between DStreet and A Street. The posted speed limit on Foothill Boulevard north of A Street is 30 mphand 25 mph between A Street and Mission Boulevard.City Center Drive – City Center Drive is a two-lane roadway with sidewalks on both sides ofthe road. There are marked crosswalks on all four legs of the signalized study intersections withCity Center Drive and Foothill Boulevard. At the signalized study intersections, pedestrians onall four legs are controlled by pedestrian pushbuttons and WALK/ DON’T WALK pedestrianheads. There are no bicycle facilities on Jackson Street. The posted speed limit on City CenterDrive is 25 mph.BICYCLE ROUTE CLASSIFICATIONSThe City of Hayward Bicycle Master Plan (October 2007), defines bikeway classifications asfollows:Class I Bikeway – Typically called a “bike path,” a Class I bikeway provides bicycle travel on apaved right-of-way completely separated from any street or highway.Class II Bikeway – Often referred to as a “bike lane,” a Class II bikeway provides a striped andstenciled lane for one-way travel on a street or highway.Class III Bikeway – Generally referred to as a “bike route,” a Class III bikeway provides for shareduse with motor vehicle traffic and is identified only by signing.B.TRANSIT SERVICESThe City of Hayward is served by Alameda-Contra Costa Transit District (AC Transit) bus service,Bay Area Rapid Transit (BART) light rail service, and Amtrak commuter rail service. Local andTransbay bus service is provided seven days a week at roughly 30- to 60-minute headways. TheHayward BART station is located less than a half-mile from the Project site, and as such, numerouslocal bus routes traverse the roadways in the immediate Project vicinity and serve the HaywardBART station, the Greyhound bus station, and the Amtrak train station located at A Street andMeekland Avenue. The closest transit stop to the Project site is located on the northwest corner of theFoothill Boulevard / A Street intersection and serves Line 48, providing access to the HaywardBART, Bayfair BART, and Castro Valley BART stations. Paratransit services are providedthroughout the City and surrounding region by East Bay Paratransit, operated by AC Transit andBART.WR# 3240.004October 2016Page 6
Maple & Main Mixed Use Development - Transportation Impact StudyHayward, CAC.TRUCK ROUTESThe 2040 Hayward General Plan Mobility Element (dated July 2014) states that “The City shallrequire trucks to use designated routes and shall prohibit trucks on local streets to address trafficoperations and safety concerns in residential neighborhoods.” Within the Project vicinity, MissionBoulevard is a 65’ California Legal Truck Route and Foothill Boulevard and Mission Boulevardsouth of Jackson Street (SR 238) are STAA (Surface Transportation Act of 1982) Terminal Accesstruck routes.D.ON-STREET PARKING FACILITIESOn-street parking is available intermittently on all study roadways within the Project vicinity. Streetparking on the roadways directly surrounding the Project site currently exists on the north side ofA Street, both sides of Main Street, the west side of Maple Court, and both sides of McKeeverAvenue. Parking restrictions on roadways surrounding the Project site include a two-hour time limitfrom 9:00 AM to 4:00 PM on A Street and a two-hour time limit from 7:00 AM to 6:00 PM on MainStreet, McKeever Avenue, and Maple Court.Peak parking occupancy in the residential areas surrounding the Project site is projected to occur inthe late evening during the week, when residents are home. Parking occupancy survey data collectionwas performed on Tuesday May 3, 2016, from 8:00 PM to 10:00 PM along Main Street from AStreet to Rose Street, Maple Court from A Street to Foothill Boulevard, and McKeever Avenue fromMain Street to Maple Court.E.EXISTING TRAFFIC VOLUMESWood Rodgers conducted new AM and PM peak hour vehicular, pedestrian, and bicycle trafficcounts at the following intersections on Tuesday, September 29, 2015: Maple Court / A Street Main Street / A Street Mission Boulevard / Rose StreetMinor adjustments were made to these intersections to better balance with traffic volumes providedby the City at adjacent intersections. The AM peak hour is defined as the highest one hour of trafficflow counted between 7:00 AM and 9:00 AM on a typical weekday, and the PM peak hour is definedas the highest one hour of traffic flow counted between 4:00 PM and 6:00 PM on a typical weekday.Figure 2 illustrates the existing intersection lane geometrics and control and Figure 3 illustrates“Existing” study intersection traffic volumes.WR# 3240.004October 2016Page 7
«1 «!(12!( «2!( «6!( «13!( «3!(Legend «11!( «7!(Movement «14!( «Stop Controlled Movement8!(Traffic Signal10!(!(159 «!(4Free Movement« « «!( «5!(A StHazel AveMain StA StMission BlvdExisting Lane Geometric and ControlMaple & Main Mixed Use Development TISHayward, CASmalley AveMcKeever AveMain St /Hotel AveMain St8Main St /McKeever AveWarren StHotel AveMission BlvdSimon StMission Blvd /Hotel AveMission BlvdMission BlvdSimon St7Main St /Hazel AveMain StMission Blvd6Mission Blvd /A St4Mission Blvd /Simon StHotel AveMain StRose StMission BlvdGrove WayMission Blvd53Mission Blvd /Rose StMission BlvdGrove Way2Main StFeetMission Blvd1Mission Blvd /Grove Way750Main StNORTH375Mission Blvd0Figure 2October 240 004 Maple & Main Apt TIS Services\GIS\Tasks\LaneGeometrics\Fig 2015 Exis
City on I-880 and SR 238 and east-west on State Route 92 (SR 92), which traverses the San Mateo-Hayward Bridge, connecting the City with the San Francisco Peninsula. The Project Site is bound by Maple Court, McKeever Avenue, A Street, and Main Street near the northern limits of the City. Fig
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