TOWN OF MORAGA MORAGA WAY AND CAMINO PABLO/CANYON ROAD IMPROVEMENTS Town Council Meeting March 13, 2019
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1 TOWN OF MORAGA MORAGA WAY AND CAMINO PABLO/CANYON ROAD IMPROVEMENTS Town Council Meeting March 13,
2 Edric Kwan, Public Works Director Josh Peterman, Principal, Fehr and Peers Shawn Knapp, Senior Civil Engineer Contact at or PROJECT CONTACTS
3 Background Design Canyon Road/Camino Pablo Moraga Way Public Input Project Budget and Funding Construction Schedule PRESENTATION AGENDA
4 PROJECT BACKGROUND Constance Pl School Street De La Cruz Way Adjacent Residents Path to Neighborhood Canyon Road Canyon Bridge Project Joaquin Moraga Intermediate School St. Monica s Church Path to neighborhood Canyon Bridge and EBRPD trail connection Joaquin Intermediate School - SRTS MAP
5 PROJECT BACKGROUND Moraga Rd/ Canyon Rd Ivy Dr Adjacent Residents Moraga Creek Shopping Shopping Miramonte High School Country Club Moraga Creek Lafayette-Moraga Regional Trail/Fire Trail Saklan School LOCATION MAP
6 Contra Costa Countywide Bicycle and Pedestrian Plan (2009); Lamorinda Action Plan (2014); Moraga Walk Bike Plan; Orinda Bicycle, Trails and Walkways Master Plan (2011); SAFETY IMPROVEMENTS IDENTIFIED AS HIGH PRIORITY
7 OBAG 2 Grant Focus is Safety and Sustainable Communities Local street and road maintenance* Streetscape enhancements* Bicycle and pedestrian improvements* Safe Routes to School projects Priority Conservation Areas (PCAs)* Transportation planning* * OBAG 2 is a competitive based grant that focuses 70% of funding on Priority Development Areas (PDA). PDAs are high density development for varied incomes near transit centers and quality transit services. OneBayArea Grant (OBAG 2)
8 Acalanes Union High School District; Bike East Bay; County Connection (transit agency); Moraga School District; City of Orinda; Saklan School; St. Mary s College; East Bay Regional Park District Moraga Residents LETTERS OF SUPPORT FOR GRANT APPLICATIONS
9 Buffered Class II Bike Lanes Separated Pedestrian Path or Sidewalk Pavement Rehabilitation Accessible Sidewalks and Driveways KEY DESIGN ELEMENTS
10 Lighted Crosswalk Bulbouts on both sides of street Pedestrian refuge at median Stormwater treatment: Bioretention Speed Detection Sign KEY DESIGN ELEMENTS
11 105 PRELIMINARY DESIGN CONCEPT
12 PRELIMINARY DESIGN CONCEPT
13 Moraga School District Admin.: 12/19/2018 Acalanes Union High School Dist.: 1/29/2019 Miramonte High School PTA: 2/20/2019 Community Informational Meeting: 2/20/2019 Joaquin Middle School PTA: 2/21/2019 Town Council: 3/13/2019 Direct Residential Meetings: As scheduled OUTREACH SCHEDULE
14 CAMINO PABLO & CANYON ROAD INTERSECTION IMPROVEMENTS COMPLETE STREETS DESIGN
15 Combining Grant Projects To Maximize Reimbursable Improvements Designated School Drop-Off Parking Reduce EBMUD water meter costs Landscaping and Green Infrastructure Traffic Calming Features Regional Trail Connectivity Value Engineering
16 Green Bike Lanes At Conflict High Visibility Striping Sidewalk Bulbouts Green Infrastructure Drop-off Parking Widened Sidewalk Lighted Pedestrian Crosswalk Radar Speed Signs Flashing Beacons Single Travel Lane Additional Dropoff Parking Camino Pablo & Canyon Road: Birdseye View
17 Additional Drop-off Parking Additional Speed Radar Sign Realign Crosswalk Recommended Enhancements: Public Input
18 Camino Pablo & Canyon Road: Ground View
19 Canyon Bridge & EBRPD Trail Connection Camino Pablo Connectivity
20 Public Requests: Not In Grant Funding Scope 3-Way Stop Signs 3-Way Signalized Intersection Hybrid Hawk Pedestrian Beacon Additional Sidewalk and Storm Drain Inlet Repair Additional Pedestrian Pathway Repair (private) Longer Left Turn Pocket onto Camino Pablo Other Enhancements Considered
21 Options for controlled crossings Traffic signal All-way stop Other Options: Longer Left Turn Pocket onto Camino Pablo Options for uncontrolled crossings Pedestrian Hybrid Beacon High-visibility crosswalk markings Advance yield lines / signs Curb extensions Pedestrian Refuge Island Rect. Rapid Flashing Beacon Road Diet Raised crosswalk Traffic Control Alternatives Traffic Control and Safety Options
22 Traffic Analysis Data 2003 Traffic Counts 2007 Engineering and Traffic Survey 2013 Engineering and Traffic Survey 2014 Traffic Counts and Analysis For Canyon Road Bridge 2019 Traffic Counts and Analysis Traffic Control Alternatives Traffic Counts and Analysis
23 Traffic Analysis Data: 2014 ADT = 10,000 ADT = 2,300
24 955 (193) 8 (19) 177 (183) 366 (319) Traffic Analysis Data: (9) 448(210) ADT = 10,000 ADT = 10,404 *The above northbound 995 through traffic count for 2016 is a typo error. Should be approximately 95. ADT = 2,300 ADT = 2,860
25 955 (193) 8 (19) 177 (183) 366 (319) Traffic Analysis Data: (9) 448(210) ADT = 9992 ADT = 10,404 Conclusion Traffic demand has remained relatively constant ADT = 2225 ADT = 2860 ADT = 2123 *The above northbound 995 through traffic count for 2016 is a typo error. Should be approximately 95.
26 Traffic Signal Assigns Right-of-Way Addresses capacity or collision issues at an intersection Engineering study considers volume, number of lanes At this location, study finds that thresholds not quite met at this time Traffic Control Alternatives Traffic Control Alternatives
27 All-way Stop Adds Stop Signs to Canyon Road Engineering study considers volume, speed, ped crossings At this location, study finds that thresholds not quite met at this time Traffic Control Alternatives Traffic Control Alternatives
28 Pedestrian Hybrid Beacon AKA HAWK Beacon Not a signal Engineering study considers volume, speed At this location, study finds that beacon not needed at this time Traffic Control Alternatives Traffic Control Alternatives
29 Minor Street Higher Volume Approach - VPH Warrant 3B, Peak Hour Major Street - Total of Both Approaches - Vehicle Per Hour (VPH) * Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. Source: California Manual on Uniform Traffic Control Devices, Caltrans, 2014 Signal Warrants The green curve represents the lane configuration at the Canyon Camino Pablo intersection. A red dot below the green line represents not meeting warrants and the red dot above green line represent meeting warrants. Signal Warrants
30 Warrant 3A, Peak Hour Peak Hour Delay on Minor Approach (vehicle-hours) Peak Hour Volume on Minor Approach (vph) Peak Hour Entering Volume Serviced (vph) Existing Conditions ,166 Limiting Value Condition Satisfied? Not Met Met Met Warrant Met NO Need to meet all three separate warrants to recommend, in this case not all three warrants were met thus not recommended. Signal Warrants Signal Warrants
31 03 The decision to install multi-way stop control should be based on an engineering study. 04 The following criteria should be considered in the engineering study for a multi-way STOP sign installation: A. Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. B. Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions. C. Minimum volumes: The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but We don t meet the 30 seconds of delay. Don t have hourly volume. If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2. D. Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition. Option: 05 Other criteria that may be considered in an engineering study include: The need to control left-turn conflicts; The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection. Stop Warrants Signal Warrants
32 PHB Warrant
33 STAFF RECOMMENDATIONS High-visibility crosswalk markings Advance yield lines / signs Curb extensions Pedestrian Refuge Island Rect. Rapid Flashing Beacon Road Diet Traffic Calming Traffic Control Recommendations Traffic Safety Recommendations
34 MORAGA WAY IMPROVEMENTS COMPLETE STREETS DESIGN
35 Sidewalk gaps Accessibility Parking/bike conflicts Narrow Bike Lanes Poor pavement condition Existing Challenges
36 Existing Bike Lane Challenges: Inconsistent striping Parking in Bike Lanes No pedestrian pathway Existing Bicycle Challenges
37 Ivy Dr Proposed parking Miramonte High School Country Club Proposed Solutions: Reconfigure parking No parking loss Proposed Parking Solutions
38 Existing concrete sidewalk Proposed asphalt path Proposed concrete sidewalk Existing Pedestrian Connectivity Challenges
39 Class II striped bike lanes 2 foot buffer for bikes lanes Green bike lanes in conflict zones Close sidewalk and pathway gaps Protected Pedestrian Path or Sidewalk Designated Car Parking Proposed Project Solutions
40
41 School St Intersection: Birdseye view
42 School St Intersection: Ground view
43 Conflicting Traffic Control Devices Included: Install Pedestrian Head and Signalize Right Turn (no free right turn) ($50K) Options: New Signalized Intersection ($500+K) Camino ALAMEDA COUNTY Ricardo WATER DISTRICT Pedestrian PIPELINE RELOCATION Safety DESIGN
44 Improve Pedestrian Facilities at Moraga Way & Ivy Dr. Included: Widened sidewalk and crosswalk Add bulb out Increase Parking on Moraga Way Included: 44 spots (100% replacement) Option: 11 additional spots (no funding) Recommended Enhancements: Public Input
45 Public Requests: Not In Grant Funding Scope Additional Pedestrian Crossing across the Moraga Way and Ivy Drive intersection. Miramonte High School Additional Crosswalk: Not Warranted No sidewalk on N/E corner Would require signal modifications Not Recommended Enhancement: Public Input
46 March Incorporate public and TC comments April Advertise For Construction May Bid Opening and Council Review and Award June Construction Commence Sept Construction Complete (assuming 3 month construction) 2019 CONSTRUCTION SCHEDULE
47 Updated Engineers Estimate Preliminary Engineering $240,000 Administration $63,000 Construction (original) $1,950,000 Construction (recommended enhancements) Contingency (10%) Construction Management (15%) Total (Base) $535,725 $248,575 $372,860 $3,410,160 Project Budget $2,791,000 Shortfall $619,160 OVERALL BUDGET: GRANT and MORAGA FUNDING
48 Recommended Enhancements Included: 14 Car Space Replacement Moraga Way Sidewalk and spaces Speed Radar Sign De La Cruz Way) New Ped. Signal at Camino Ricardo Sidewalk Bulbout Ivy) +1 Rubberized Asphalt Overlay Total (Enhancements) $35,000 $126,380 $20,000 $50,000 $39,600 $264,743 $535,723 Recommended Enhancements
49 Enhancements Not Recommended: 11 Parking Space on Moraga Way Sidewalk and spaces New Traffic Signals (Moraga Camino Ricardo) Stop Signs on Canyon Road New Traffic Signals (Canyon Camino Pablo) Extended Left Turn Pocket (Canyon Camino Pablo) Total (Enhancements) $104,500 $123,475 $550,000 $22,000 $550,000 $24,750 $1,374,725 Enhancements Not Recommended
50 Federal Funds and Regional Funds Local Streets and Roads (CS&R)* Safe Routes to School (SRTS)* # CCTA Transportation Livable Funds* State Cal Recycle (rubber asphalt) Moraga Measure K - Budgeted Measure K - Request TOTALS $596,000 $698,000 $603,000 $72,000 $822,000 $619,160 $3,459,000 OVERALL BUDGET: GRANT and MORAGA FUNDING
51 TOWN COUNCIL DIRECTION Would you like to include the staff recommended enhancements and add $620k* of Measure K funding to the project? *The project cost is based on engineer s estimate. The bid price may differ. Are there other enhancements that you would like to fund? MORAGA WAY AND CAMINO PABLO/CANYON ROAD
52 THANK YOU MORAGA WAY AND CAMINO PABLO/CANYON ROAD
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