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Chanhassen Vision Update 2018 DOWNTOWN CHANHASSEN VISION UPDATE Adopted November 13, 2018 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 20182TABLE OF CONTENTS / ACKNOWLEDGEMENTSCONTENTS PURPOSE AND HISTORY 3 PLANNING PROCESS 4 Stakeholder Engagement - Key Take Aways 4 MARKET SCAN 6 Demographic Trends 6 Retail 7 Office 7 Multi-Family Housing 7 VISION AND GUIDING PRINCIPLES 8 Foundation for a Plan 8 The Guiding Principles for Downtown 9 PHYSICAL FEATURES ANALYSIS 10 Enhancing Connectivity 10 Connectivity and Proposed Enhancements 11 DISTRICTS (LAND USE AND CHARACTER) 12 Land Use and Sub-Districts 12 IMPLEMENTATION STRATEGIES 14 Next Steps 14 ACKNOWLEDGEMENTS MAYOR -Denny Laufenburger CITY COUNCIL -Dan Campion -Jerry McDonald -Elise Ryan -Bethany Tjornhom PLANNING COMMISSION -Andrew Aller -Nancy Madsen -Michael McGonagill -Mark Randall -John Tietz - Mark Undestad - Steven Weick PARKS AND RECREATION COMMISSION -Jim Boettcher -Rick Echternacht -Cole Kelly -Meredith Petouvis -Joseph Scanlon -Grant Schaeferle - Youth Commissioner -Steve Scharfenberg -Karl Tsuchiya DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 3 PURPOSE AND HISTORYEXISTING DOWNTOWN VISION PLAN In 1993, the citizens of Chanhassen were asked to participate in a planning effort to help determine a vision for growth and development for Downtown Chanhassen. The Chanhassen Vision 2002, was the product of that planning exercise and has helped guide development and redevelopment decisions for the Downtown for over the last twenty five years. Key initiatives then included creating a compact, walkable downtown district, leveraging unique aspects such as the Chanhassen Dinner Theater to expand entertainment options, create a central park for the community and better connect the surrounding neighborhoods to downtown. This study relied on community feedback and input throughout the planning process. At that time, the community comments led to improved visibility and access from Highway 5, an enhanced pedestrian network of sidewalks and trails, noted the desire for increased evening entertainment and dining options, as well as additional housing options and improved public facilities. The outcomes led to significant investments in the downtown including the development of the library and central park, multiple new restaurants, entertainment options including the movie theater, significant commercial and office developments, a senior center and the new Carver County License Center. Fast-forward to today, the City of Chanhassen has conducted a planning process to evaluate the conditions of downtown and update the vision for downtown district. The resulting Downtown Vision Update planning effort included an analysis of downtown’s physical conditions today including the transportation and circulation network, pedestrian and bicycle connectivity, land use and smaller sub-districts, and potential change areas. A high-level scan of market conditions for downtown was also conducted to better understand the future market potential for commercial, residential and office uses. Additionally, this effort evaluated the existing vision statement and guiding principles and sought to prioritize the implementation steps for the community to address in downtown over the next 20+ years. The Downtown Vision Update is expected to provide general guidance to help direct decisions and investments in the area between now and 2040. Cover page from the Chanhassen Vision 2002 newsletter summary DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 20184PLANNING PROCESSPLANNING PROCESSThe planning process involved a range of stakeholders including property owners, community leadership and the general public through various meetings, an open house and on-line engagement. Information on the planning process was provided on the City’s website and notifications were posted on the City of Chanhassen’s Facebook page. The City also promoted the planning process and on-line questionnaire in the Chanhassen Connection quarterly publication. City staff hosted a drop-by booth at the February Festival and attended various commission meetings including the Planning Commission, Environmental Commission, Senior Commission and Parks and Recreation Commission to gather feedback. General themes from these discussions included safer pedestrian crossings in downtown, more dining and entertainment options, additional housing options and enhanced landscaping and streetscapes. The following summarize the comments from the property owner discussions, the community open house and the online questionnaire: PROPERTY OWNER DISCUSSIONS »Provide transportation options for local residents to get them Downtown during daytime hours » Focus on enhancing retail ‘experience’ by attracting entertainment and destination type retail attractions (breweries, outdoor eating and patios, etc.) »Acknowledge retail online shopping trends, focus development away from retail offerings typically satisfied online »The existing Downtown street and pedestrian network isn’t desirable and doesn’t promote high levels of pedestrian activity - Parking lots separate business front doors from sidewalks - Large blocks make walking within Downtown uninviting and less attractive - Lack of street grid makes navigation and wayfinding more difficult »Residential drives Downtown retail, more residential downtown would enhance the overall retail environment »Housing Downtown should incorporate shared amenities »Senior housing needs to be considered Downtown »Future development should include housing at sufficient density to sustain financial viability »Organize and attract more downtown events COMMUNITY OPEN HOUSE »New development (or redevelopment) should enhance the environment Downtown and provide high quality architectural features and amenities »General support for higher density development that includes both residential and commercial/retail in a vertical mixed use format »Downtown need for more ‘destination’ entertainment options, including leveraging what already exists Downtown to draw and support new options. »General desire for more housing options downtown including senior housing and housing with shared amenities »A desire to attract more locally based businesses/tenants rather than national brands/chains »Vehicle and pedestrian circulation enhancements to improve experience and safety are needed STAKEHOLDER ENGAGEMENT - KEY TAKE AWAYS DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 5 PLANNING PROCESSHoisington Koegler Group Inc. DOWNTOWN CHANHASSEN VISION PLAN UPDATE Property Owners & Tenants Meeting October 6th, 2017 Meeting with Property Owners November Community Open House ONLINE QUESTIONNAIRE »Downtown needs to develop/enhance its identity as a vibrant and attractive destination »New development should contribute the Downtown experience and enhance its identity. »Retail focus should be on attracting a diverse range of high quality ‘destination’ tenants (boutiques, speciality retailers, entertainment venues, breweries, etc.) and retailers that are less impacted by trends in online shopping »Creation of a ‘small town atmosphere’ through tenants, architecture, materials, and the pedestrian experience »Desire to enhance access and safety both for cars and pedestrians, general consensus that Downtown will be most successful if it provides an attractive pedestrian experience while also being easily accessible for automobiles. »Build on existing strengths in downtown (public spaces, anchor retailers, civic destinations, entertainment anchor, good highway access) to solidify the pieces into a cohesive and resilient destination that ‘lifts all boats’ »Provide housing options downtown for a range of ‘life stages’ DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 20186MARKET SCANMARKET SCAN A market scan was conducted as a part of the planning effort to better inform the current demographic and economic conditions in Downtown Chanhassen and the surrounding local market area. The market scan helped outline a potential build-out analysis, identifying the various marketable development components for the Downtown district of the next 20 years. The full market scan summary is available as an appendix to this report. DEMOGRAPHIC TRENDS POPULATION AND HOUSEHOLD PROJECTIONS Chanhassen’s population is projected to growth by more than 46 percent over the next 25 years and will add more than 4,700 households. Accommodating this growth creates development opportunities in downtown to provide new housing and services to support the increase in residents. An aging population and shifts in housing demand also enhance demand for a greater variety of housing options near services and amenities. POPULATION PROJECTIONS (METROPOLITAN COUNCIL) Facility Type Projected Change (2016-2040)% Change (2016-2040) Victoria 6,480 73% Chaska 10,161 38% Eden Prairie 19,237 30% Minnetonka 8,759 17% Shorewood 104 1% Chanhassen 11,652 46% HOUSEHOLD PROJECTIONS (METROPOLITAN COUNCIL) Facility Type Projected Change (2016-2040)% Change (2016-2040) Victoria 2,695 90% Chaska 4,669 49% Eden Prairie 8,444 34% Minnetonka 4,933 21% Shorewood 264 10% Chanhassen 4,733 51% EMPLOYMENT PROJECTIONS (METROPOLITAN COUNCIL) Facility Type Projected Change (2016-2040)% Change (2016-2040) Victoria 1,498 136% Chaska 4,651 36% Eden Prairie 7,038 12% Minnetonka 18,412 41% Shorewood -37 -3% Chanhassen 3,019 21% TOTAL 34,581 26% EMPLOYMENT (MET COUNCIL PROJECTIONS) Employment in Chanhassen is projected to growth by more than 21 percent over the next 25 years, adding more than 3,000 new jobs by 2040. A portion of this new employment can be captured by development in downtown, primarily in the retail and office markets. DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 7 MARKET SCANEXISTING MARKET CONDITIONS Chanhassen’s downtown is leaking portion of retail spending to other communities in almost every segment. Key retail segments where the downtown can recapture demand include: »Health / personal care »Sporting goods »Bars, breweries, wine tasting, etc. »Restaurants / other eating places FUTURE DEVELOPMENT POTENTIAL »Potential for sit-down restaurants over 15 year period »Potential for additional health, sporting goods retailers »Potential for additional grocery and general merchandising »Possibilities for entertainment uses (bars, breweries, wine tasting, etc.) »Additional residential developments to the west along Highway 5 may have some impact on downtown’s long term potential EXISTING MARKET CONDITIONS »Relatively small quantity of existing office space »Existing building stock appeals to small companies, medical office, professional services »Downtown is likely to remain primarily a location for smaller scale, neighborhood-oriented office uses EXISTING MARKET CONDITIONS »Relatively small existing inventory of multi-family in Downtown area »Strong market across Twin Cities region with multi-family development now moving to outer suburbs »Competitive for-sale market and job growth are driving strong trend of multi-family development FUTURE DEVELOPMENT POTENTIAL »Potential for several thousand square feet of additional space Downtown »Limited potential relative to other development types »Place making strategies would enhance marketability of office development FUTURE DEVELOPMENT POTENTIAL »Potential for several multi-family projects »Marketability would be enhanced by place making strategies for Downtown »Mixed-use development is likely to have success in the local market RETAIL OFFICE MULTI-FAMILY HOUSING DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 20188VISION AND GUIDING PRINCIPLESFOUNDATIONS FOR A PLAN The community’s vision and guiding principles are rooted in the community feedback and are intended to create an evaluation mechanism for decision makers as new development projects are proposed in the downtown. The planning process evaluated the Vision and Guiding Principles from the Chanhassen Vision 2002 Plan and found there is still strong alignment. Public plaza adjacent to retail provide an attractive venue for annual events and provide outdoor seating and other amenities that support successful retail. High quality architecture, landscaping, and a strong pedestrian realm creates an attractive environment that draw in visitors and establish a downtown identity. THE VISION FOR DOWNTOWN Downtown Chanhassen is the focus for commercial exchange, cultural expression, social interaction and community education, enriching the lives of residents while presenting an appealing and recognizable image to the large and growing Upper Midwest Population it serves. It is a downtown which incorporates and maintains elements of the past, such as it’s historical and natural features, possesses a “small town” atmosphere and entertainment focus, but is planned to be adaptable to change – changes in technology, changes in service deliveries, changes in retailing and entertainment. It is a downtown designed for the future while satisfying the needs of today, one which maintains a strong sense of community focus and orientation, one which fosters convenience, one which maintains a pedestrian scale and emphasizes people movement while providing the full range of transit options. It is a downtown which encourages human interaction, one which mixes uses (retail, cultural, entertainment, housing, education and recreation) to make prudent and efficient use of space, one which meets and is adaptable to current retailing standards and is financially successful. DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 9 VISION AND GUIDING PRINCIPLESTHE GUIDING PRINCIPLES FOR DOWNTOWN BUILD COMMUNITY Chanhassen’s downtown is a focus of the community’s culture. Constructing a downtown provides opportunities to build a commitment to Chanhassen “the place,” to reinforce the traditions of the community and to strengthen the ties between its citizens CREATE A CITY COMMONS A public open space for celebrating community life should be a highlight of the downtown, creating a center of activity and a focus for the downtown. CONNECT TO THE NEIGHBORHOODS Surrounding downtown neighborhoods should be linked, strengthening the relationship between the downtown and the community it serves DEFINE THE PEDESTRIAN NETWORK Some areas within the downtown should be dedicated solely to pedestrian use. They should be clearly defined, safe and provide convenient access to a variety of destinations. Larger outdoor rooms should be linked to the pedestrian network, allowing for planned community gatherings, informal activities or quiet retreat from the more active uses of the downtown. MARK THE DOWNTOWN The downtown’s entry points and edges should be defined, making them distinct and identifiable. The distinguishing features of the larger Chanhassen landscape should be reflected throughout the downtown. MIX USES IN NEW DEVELOPMENT Uses within the downtown should be mixed, encouraging people to visit at different times and for a variety of purposes. ELEVATE THE PEDESTRIAN REALM Users of the downtown should be able to walk conveniently and comfortably between destinations safely, thereby enlivening the public space and reducing automobile traffic. ANTICIPATE THE FUTURE The downtown should keep pace with technological change and readily adapt to the opportunities of the future. DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 201810PHYSICAL FEATURES ANALYSISDowntown Chanhassen’s existing circulation network (seen in the figure to the right) highlights the existing vehicular, bike, and pedestrian circulation network into downtown. Additionally, this graphic articulates targeted enhancements to downtown’s connectivity. Enhanced options for walking and biking downtown helping to: » Alleviate traffic congestion and demand for parking, by reducing trips within the Downtown area; through a park once approach. »Make Downtown a more desirable destination for retailers by making it more comfortable to walk from one part of Downtown to the next » Enhance the vitality of the street by activating it with pedestrians »Improve access to Downtown businesses and resources for nearby residents Continuing to enhance and strengthen these connections is an important component in maintaining the vitality and desirability of Downtown as a retail and housing destination long-term. During the community engagement process the following elements (listed below) were identified as key priorities for improving the overall connectivity of Downtown: »Improved pedestrian crossings at roadways, making them safer and more comfortable for pedestrians and cyclists »Link businesses to the bicycle and pedestrian network, allowing users to walk from one destination to another safely and conveniently »Increase pedestrian lighting to enhance safety and provide a more attractive atmosphere »Strengthen the connections to surrounding neighborhoods »Provide a more attractive streetscape and public realm enhanced through landscaping, tree planting, signage, lighting, streetscape furnishings, and other amenities »Improve navigation by providing wayfinding and directional signage for visitors at key decision points and intersections »Improved Highway 5 crossing to link the uses to the south. Options could include: -Potential underpass -Signals timings -Expanded pedestrian landings -Enhanced night time lighting for safety ENHANCING CONNECTIVITY Enhanced lighting, landscaping, paving, and pedestrian crossings can all contribute to a more attractive safer downtown environment Pedestrian and bicycle amenities contribute to identity and attractiveness, reinforcing the sense of a place and helping to establish an identity Enhanced pedestrian crossings make pedestrian experience safer and more attractive for all Downtown users DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 11 PHYSICAL FEATURES ANALYSISCONNECTIVITY AND PROPOSED ENHANCEMENTS ENHANCED STREETSCAPE / PUBLIC REALM EXISTING HIGHWAY 5 OVERPASS IMPROVED PEDESTRIAN CROSSING OF HIGHWAY 5 POTENTIAL LONG-TERM CROSSING UNDER HIGHWAY 5 ENHANCE CONNECTIONS FROM STREETS TO LOCAL BUSINESSES ENHANCED PEDESTRIAN INTERSECTION CROSSINGS DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 201812DISTRICTS (LAND USE AND CHARACTER)The land use and sub-districts diagram (on the next page) identifies through physical analysis, market analysis, and community feedback where the most appropriate locations for future land uses. It also identifies which areas have the potential to support housing in Downtown. This diagram paired with the opportunity sites map should be used as a framework to guide development into areas where it best fits with the overall vision for Downtown. Downtown can be divided into a series of sub-districts. The west portion is largely characterized be existing anchor retailers (Target / Byerlys) with opportunities for traditional commercial out lots development. Development in this area should have architecture features and amenities that signal arrival into the downtown area and help establish the architectural character of downtown as a whole. The area between the railroad and Highway 5 will likely remain oriented towards the highway commercial uses, capitalizing on good access and views. Development in this areas should focus on providing a mix of retail, restaurants, and services. The north and east areas are likely to remain unchanged, offering important services and attractions that contribute to the character of downtown and drawing a significant number of visitors. These areas, like the anchor retail sites are foundational pieces upon which new development in Downtown should build. At the core of Downtown is a mixed use district which may include entertainment, fine dining, boutique retailers, public plazas, and housing. Long term this area will be the central focus of activity for downtown and should draw from adjacent uses like the Chanhassen Dinner Theater, City Center, Library, and City Hall. This sub-district can be a substantial attraction for downtown and provide visitors the opportunity to conduct all of their activities on a well connected and attractive pedestrian network. This core area of Downtown is the most appropriate district for increased housing density and could provide a range of housing options. LAND USE AND SUB-DISTRICTS Mixed Use (Ground floor retail with upper floor residential) should have attractive architecture, enhance the street edge, and be the appropriate scale for downtown Preferred character for new office /medical services development focuses on attracting small tenants which provide local services New retail development should add to the sense of place and downtown identity and attract a range of retail and dining options DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 13 DISTRICTS (LAND USE AND CHARACTER)LAND USE AND SUB-DISTRICTS DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 201814 NEXT STEPS The following represents a list of targeted initiatives for Downtown Chanhassen over the next five years and beyond. The initiatives highlighted in green have been identified by the city council as higher priorities. The city council , boards and commissions and city staff should focus on these high priority initiatives as first steps in Downtown’s evolution. IMPLEMENTATION - CONNECTIONS »Enhancement of sidewalks, plazas, and other connections between particular developments in Downtown, to encourage walking and biking from destination to destination. »Enhanced private walkways to connect storefronts to the walkways and trails located in the public right-of-way. »Enhance crosswalks and pedestrian landing areas along major streets in the Downtown (Hwy 5, 78th Street, Market Blvd. Great Plains Blvd, etc.). »Implementing a “pedestrian priority phase” for signalized intersections allowing a head start for people walking or bicycling across the street. (Already underway) »Maintain lower traffic speeds in the Downtown area. IMPLEMENTATION - PUBLIC REALM »Consider the creation of a City-led plan for public spaces (including plans for new public streets and enhanced streetscapes, and potential civic plazas or gathering places) that includes conceptual plans, cost estimates, and schedules for completion, as development in the Downtown area proceeds. »Consider the creation of a formal future street and mobility plan for Downtown, which would formally establish the future alignments for internal roads (as well as sidewalks and promenades) that would connect the different districts within downtown. »Encourage additional landscaping, boulevard trees, site furnishings, seasonal decor, unique paving and pedestrian scaled lighting to enhance the pedestrian experience. IMPLEMENTATION - SUB-DISTRICTS »Consider the creation of a formal incentives policy for Downtown, including potentially a formal scoring system in which projects that meet specific criteria tied to the Downtown Vision (in terms of enhancing the aesthetic appeal of Downtown, walkability, and other factors) would achieve better scores and therefore have a better chance of gaining approval of incentives »Further articulation of the sub-districts as identified in the Downtown Vision Plan to help guide expectations for urban design and development aesthetics within the Downtown area. »Consider the refinement of the identified sub-districts to determine desired locations for mixed use projects in the Downtown area.IMPLEMENTATION STRATEGIES DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 15 IMPLEMENTATION - DESIGN »Consider changes in zoning requirements for various sub-districts within Downtown, articulating the desired mix of uses, height and scale for buildings in Downtown. »Consider Design Guidelines on a sub-district basis that articulate the desired height & relationship to the street for buildings, public realm features and overall design aesthetic to help guide the quality and character expected within the different sub-districts of Downtown. »Consider a reduction in parking requirements for mixed use and retail projects in Downtown. »Consider the facilitation of shared parking arrangements between different property owners in Downtown, particularly with mixed use projects combining retail, office and residential. »Consider working with property owners in targeted downtown residential areas to create a “park once” environment, in which visitors could park in one location and traverse from business to business in Downtown Chanhassen without driving, in order to minimize traffic congestion IMPLEMENTATION - OUTREACH »Consider efforts for on-going recruit of entertainment-oriented and unique speciality tenants (i.e. Brewery/distillery or other restaurants/ entertainment) to locate downtown districts -Work with prospective developers to integrate restaurant or entertainment uses within their projects. »Consider recruitment of developers experienced in mixed-use to explore and pursue projects in Downtown Chanhassen. »Ongoing networking with and recruitment of developers to consider project opportunities in the Downtown Chanhassen area -Ongoing interaction at regional development organizations such as Urban Land Institute (ULI) and at national conferences such as the International Council of Shopping Centers.IMPLEMENTATION STRATEGIES DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 201816ISSUES AND OPPORTUNITIESDowntown Chanhassen’s greatest challenge as it relates to the community’s overall vision is rooted in it’s typical suburban development pattern. Existing development prioritize the automobile, resulting in a disconnected patchwork of stores and offices with substantial land area devoted to parking and roadways, land which could otherwise be used to attract new development. Parking lots occupy large areas of street frontage and push buildings to the back of lots creating street edges that are less attractive for pedestrians and ineffective at creating a sense of places or identity. While downtown’s development pattern presents a certain set of challenges, there are also a number of opportunities to build on including: the Chanhassen Dinner Theater; large retail and grocery anchors; new townhome development and existing park, school, and park resources. Leveraging these strengths, identifying where (and how) redevelopment occurs, and understanding how that redevelopment can support the overall vision for downtown will be a critical to the long term success of downtown. Potential redevelopment sites were initially identified based on the analysis work conducted as part of the market research and issues and opportunities analysis done at the start of the project. These findings were presented to groups of developers, business owners, residents and other interested groups during a multi-part community engagement process in order to prioritize the sites (see map on right). Generally, the highest priority areas are centered around the Target and Lunds & Byerlys locations. These areas are highly visible from Highway 5 and Powers Boulevard and the large numbers of shoppers attracted by the retail another present opportunities for redevelopment to build on existing strengths. Generally, the center of downtown is largely viewed as an existing strength which may change in the longer term as opportunities arise. The area south of the railroad tracks was also viewed as a short to medium priority for change as the community looks to transition many of the auto-oriented uses to those more in-line with the downtown vision. In addition to identifying and prioritizing development areas, the community engagement process also identified where certain types of development should occur and what the character of that development should be, this information is discussed in detail in the Districts (Land Use and Character) section. IDENTIFYING AREAS OF OPPORTUNITY New retail development south of downtown may act as a template for siting development to enhance the pedestrian environment without sacrificing automobile accessibility or visibility Caption Caption DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 17 ISSUES AND OPPORTUNITIESOPPORTUNITY SITES FOR REDEVELOPMENT / REINVESTMENT West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX H Crash Data Crash Summary Westwood Request Report Version 1.0 February 2020 Crash Severity/Crash Year Crash Severity Total 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 K - Fatal 0 0 0 0 0 0 0 0 0 0 0 0 A - Serious Injury 1 0 0 0 1 0 0 0 0 0 0 0 B - Minor Injury 5 0 0 0 0 2 0 2 0 1 0 0 C - Possible Injury 11 4 2 1 1 0 0 0 3 0 0 0 N - Prop Dmg Only 34 5 1 2 2 3 6 2 6 4 2 1 U - Unknown 0 0 0 0 0 0 0 0 0 0 0 0 Total 51 9 3 3 4 5 6 4 9 5 2 1 Crash Severity/Number of Vehicles Crash Severity Total 0 1 2 3+ K - Fatal 0 0 0 0 0 A - Serious Injury 1 0 1 0 0 B - Minor Injury 5 0 2 3 0 C - Possible Injury 11 0 6 5 0 N - Prop Dmg Only 34 0 3 29 2 U - Unknown 0 0 0 0 0 Total 51 0 12 37 2 Basic Type Summary Total % Pedestrian 3 5.9 Bike 6 11.8 Single Vehicle Run Off Road 3 5.9 Single Vehicle Other 0 0.0 Sideswipe Same Direction 5 9.8 Sideswipe Opposing 0 0.0 Rear End 8 15.7 Head On 2 3.9 Left Turn 9 17.6 Angle 11 21.6 Other 4 7.8 Total 51 100.0 First Harmful Event Summary Total % Pedestrian 3 5.9 Bicyclist 5 9.8 Motor Vehicle In Transport 39 76.5 Parked Motor Vehicle 1 2.0 Train 0 0.0 Deer/Animal 0 0.0 Other - Non Fixed Object 0 0.0 Collision Fixed Object 3 5.9 Non-Collision Harmful Events 0 0.0 Non-Harmful Events 0 0.0 Other/Unknown 0 0.0 Total 51 100.0 Relationship to Intersection Summary Total % Not at Intersection/Interchange 7 13.7 Four-Way Intersection 34 66.7 T or Y Intersection 2 3.9 Five-Way Intersection or More 0 0.0 Roundabout 0 0.0 Intersection Related 4 7.8 Driveway Access Related 0 0.0 At School Crossing 0 0.0 Railway Grade Crossing 0 0.0 Shared Use Path or Trail 0 0.0 Interchange or Ramp 0 0.0 Crossover Related 0 0.0 Acceleration/Deceleration Lane 0 0.0 Other/Unknown 4 7.8 Total 51 100.0 Weather 1 Summary Total % Clear 38 74.5 Cloudy 8 15.7 Rain 2 3.9 Snow 2 3.9 Sleet, Hail (Freezing Rain/Drizzle)0 0.0 Fog/Smog/Smoke 0 0.0 Blowing Sand/Soil/Dirt/Snow 1 2.0 Severe Crosswinds 0 0.0 Other/Unknown 0 0.0 Total 51 100.0 Light Condition Summary Total % Daylight 40 78.4 Sunrise 3 5.9 Sunset 1 2.0 Dark (Str Lights On)7 13.7 Dark (Str Lights Off)0 0.0 Dark (No Str Lights)0 0.0 Dark (Unknown Light)0 0.0 Other/Unknown 0 0.0 Total 51 100.0 Report Generated 09/02/2022 MnCMAT 2.0.0 Page 1 of 2 Crash Summary Westwood Request Report Version 1.0 February 2020 Time of Day/Day of Week From To 00:00 01:59 02:00 03:59 04:00 05:59 06:00 07:59 08:00 09:59 10:00 11:59 12:00 13:59 14:00 15:59 16:00 17:59 18:00 19:59 20:00 21:59 22:00 23:59 Total % SUN 0 0 0 0 0 0 0 1 1 3 0 0 5 9.8 MON 0 0 0 0 0 0 0 0 1 1 0 0 2 3.9 TUE 0 0 0 0 2 3 3 3 2 0 1 0 14 27.5 WED 0 0 0 1 2 1 3 2 3 0 0 0 12 23.5 THU 0 0 0 1 0 0 3 0 2 0 0 0 6 11.8 FRI 0 0 1 0 0 0 3 1 1 0 0 0 6 11.8 SAT 0 0 0 0 0 1 0 1 2 1 1 0 6 11.8 Total 0 0 1 2 4 5 12 8 12 5 2 0 51 100.0 %0.0 0.0 2.0 3.9 7.8 9.8 23.5 15.7 23.5 9.8 3.9 0.0 100.0 100.0 Driver & Non-Motorist Age/Gender Summary Age M F NR No Value Total % <14 0 0 0 0 0 0.0 14 1 0 0 0 1 1.0 15 1 1 0 0 2 2.0 16 1 4 0 0 5 5.0 17 0 0 0 0 0 0.0 18 0 1 0 0 1 1.0 19 2 2 0 0 4 4.0 20 0 1 0 0 1 1.0 21-24 2 3 0 0 5 5.0 25-29 6 2 0 0 8 8.0 30-34 5 3 0 0 8 8.0 35-39 3 5 0 0 8 8.0 40-44 2 4 0 0 6 6.0 45-49 2 5 0 0 7 7.0 50-54 6 8 0 0 14 14.0 55-59 5 2 0 0 7 7.0 60-64 4 7 0 0 11 11.0 65-69 1 1 0 0 2 2.0 70-74 4 1 0 0 5 5.0 75-79 1 0 0 0 1 1.0 80-84 1 2 0 0 3 3.0 85-89 0 1 0 0 1 1.0 90-94 0 0 0 0 0 0.0 95+0 0 0 0 0 0.0 No Value 0 0 0 0 0 0.0 Total 47 53 0 0 100 100.0 %47.0 53.0 0.0 0.0 100.0 100.0 Month Summary Total % January 1 2.0 February 4 7.8 March 4 7.8 April 1 2.0 May 7 13.7 June 5 9.8 July 5 9.8 August 4 7.8 September 3 5.9 October 5 9.8 November 8 15.7 December 4 7.8 Total 51 100.0 Physical Condition Summary Total % Apparently Normal (Including No Drugs/Alcohol)87 94.6 Physical Disability (Short Term or Long Term)0 0.0 Medical Issue (Ill, Sick or Fainted)0 0.0 Emotional (Depression, Angry, Disturbed, etc.)0 0.0 Asleep or Fatigued 1 1.1 Has Been Drinking Alcohol 1 1.1 Has Been Taking Illicit Drugs 0 0.0 Has Been Taking Medications 0 0.0 Other/Unknown 3 3.3 Not Applicable 0 0.0 Total 92 100.0 Selection Filter: WORK AREA: State - SPATIAL FILTER APPLIED Analyst: Erik Henricksen Notes: Report Generated 09/02/2022 MnCMAT 2.0.0 Page 2 of 2 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00584506 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.659 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 03/20/18 TIME 10:25 DAY Tue LAT 44.863705 LONG -93.540185 UTM X 457325.0 UTM Y 4967950.9 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Other CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Parked Motor Vehicle LIGHT CONDITION Daylight WEATHER PRIMARY Blowing Sand/Soil/Dirt/S Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Parked/Stalled Motor Vehicle Passenger Van (Seats Installe Northbound Parked or Entering or Leaving 36 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport School Bus Northbound Parked or Entering or Leaving 52 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS LEGALLY PARKED ALONG CURB OF NORTHBOUND KERBER BLVD. UNIT 2 WAS ATTEMPTING TO PULL ALONG CURB TO PARK. AS UNIT 2 MOVED TO THE RIGHT SHE SIDESWIPED THE FRONT DRIVER BUMPER WITH THE REAR PASSENGER CORNER OF HER BUS. NO INJURIES. INFORMATION WAS EXCHANGED. BOTH VEHICLES WERE DRIVABLE AND THERE WERE NO INJURIES. INCIDENT ID 10779063 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.718 ROUTE NAME kerber blvd ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 200 F N w 78th st # VEH 2 # KILL 0 DATE 07/26/12 TIME 12:37 DAY Thu LAT 44.862854 LONG -93.540196 UTM X 457323.5 UTM Y 4967856.4 WORK ZONE TYPE Other BASIC TYPE Sideswipe Same Direction CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Southbound Turning Left 30 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Southbound Moving Forward 51 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TAKING A LEFT OUT OF THE CHANHASSEN LIBRARY ONTO SOUTHBOUND KERBER BLVD. UNIT 2 WAS SOUTH ON KERBER BLVD. NORTH OF TEH CHANHASSEN LIBRARY. UNIT 2 MADE HIS LEFT TURN NOT SEEING UNIT 2. UNIT 1 WAS STRUCK BY UNIT 2 WHILE HE WAS COMPLETING HIS TURN. UNIT 1 STATED HE DID NOT SEE UNIT 2. THERE WERE NO INJURIES AND UNIT 2 WAS TOWED. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 1 of 26 By Intersection #5 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00421567 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.718 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 02/08/17 TIME 08:05 DAY Wed LAT 44.862846 LONG -93.540196 UTM X 457323.4 UTM Y 4967855.5 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Other CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Turning Left 44 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Northbound Turning Left 63 M Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING NORTHBOUND ON KERBER BLVD IN THE CITY OF CHANHASSEN ATTEMPTING TO TURN LEFT INTO THE BYERLY'S PARKING COMPLEX. UNIT 2 WAS STOPPED AT THE STOP SIGN (EAST SIDE OF THE PARKING COMPLEX) THAT EXITS ONTO KERBER BLVD. UNIT 2 TURNED LEFT ONTO KERBER BLVD AND STRUCK THE FRONT LEFT CORNER OF UNIT 1. UNIT 1 HAD THE RIGHT AWAY. THE DRIVER OF UNIT 2 SAID HE DID NOT SEE UNIT 1 WHEN HE MADE HIS TURN ILLEGALLY IN FRONT OF IT. UNIT 1 SUSTAINED MODERATE DAMAGE TO THE FRONT LEFT AREA NEAR. UNIT 2 SUSTAINED MODERATE DAMAGE TO THE FRONT. BOTH VEHICLES DROVE AWAY FROM THE SCENE. NEITHER DRIVER REPORTED ANY INJURIES. THE DRIVER OF UNIT 2 RECEIVED A CITATION FOR FAILING TO YIELD THE RIGHT AWAY. INCIDENT ID 10777755 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.729 ROUTE NAME ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 04/18/12 TIME 12:30 DAY Wed LAT 44.862695 LONG -93.540206 UTM X 457322.6 UTM Y 4967838.8 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Pickup Southbound Backing 30 M Unit 2 0 Passenger Car Southbound 49 F Unit 3 Unit 4 OFFICER SKETCH NO OFFICER SKETCH WAS FOUND. NARRATIVE NO NARRATIVE WAS FOUND. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 2 of 26 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00325374 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.748 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 3 # KILL 0 DATE 02/02/16 TIME 14:45 DAY Tue LAT 44.862417 LONG -93.540223 UTM X 457321.0 UTM Y 4967808.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Snow Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Southbound Slowing 43 M Apparently Normal Swerved or Avoided Due to W Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Westbound Moving Forward 38 F Apparently Normal No Clear Contributing Action Unit 3 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 19 F Apparently Normal No Clear Contributing Action Unit 4 OFFICER SKETCH NARRATIVE I ARRIVED AT A 3 VEHICLE PD ACCIDENT. I SPOKE TO DRIVER OF UNIT 1 WHO SAID HE WAS TRAVELING SOUTH ON KERBER BLVD WHEN HE SLID THROUGH THE INTERSECTION INTO ONCOMING TRAFFIC ON W 78TH STREET. DRIVER OF UNIT 1 STATED HE HIT UNIT TWO WHICH CAUSED UNIT 2 TO HIT UNIT 3. I SPOKE TO DRIVER OF UNIT 2 WHO STATED SHE WAS TRAVELING WESTBOUND ON W 78TH STREET WHEN VEHICLE 1 CAME THROUGH THE INTERSECTION AND HIT HER VEHICLE CAUSING IT TO HIT UNIT 3. DRIVER OF UNIT 2 STATED SHE HIT OFF UNIT 3 AND WAS HIT AGAIN BY UNIT 1. I SPOKE TO DRIVER OF UNIT 3 WHO SAID SHE WAS TRAVELING WESTBOUND ON W 78TH STREET WHEN SHE WAS HIT BY UNIT 2. DRIVER OF UNIT 3 STATED SHE WENT OVER THE MEDIAN ONCE SHE WAS HIT. ALL VEHICLE PULLED OFF W 78TH STEET INTO A PARKING LOT. VEHICLE 2 SUSTAINED HEAVY DAMAGE AND WAS TOWED. VEHICLE 1 AND 3 SUSTAINED MODERATE DAMAGE AND WERE NOT TOWED. NO INCIDENT ID 00348429 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.748 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 05/11/16 TIME 16:05 DAY Wed LAT 44.862419 LONG -93.540223 UTM X 457321.0 UTM Y 4967808.1 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY B - Minor Injury FIRST HARMFUL Pedalcyclist (Bicyclist) LIGHT CONDITION Daylight WEATHER PRIMARY Rain Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Turning Left 88 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Bicycle Walk/Cycle With Traffic 14 M Apparently Normal Unknown Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 05/11/2016 AT 1605 HOURS, I WAS DISPATCHED TO A MOTOR VEHICLE VS. BICYCLE ACCIDENT LOCATED AT WEST 78TH STREET AND KERBER BLVD IN THE CITY OF CHANHASSEN. UPON ARRIVAL, I NOTICED A YOUNG MALE LYING IN THE MIDDLE OF KERBER BLVD, TO THE NORTH OF THE INTERSECTION. THERE WAS ONE BLUE SUBARU, BEARING MN LICENSE 045RYR, PARKED ON THE EAST SIDE OF KERBER BLVD. I APPROACHED THE VEHICLE AND IDENTIFIED THE DRIVER AS THE PERSON WHO STRUCK THE BICYCLIST. V1 ADVISED THEY WERE ON WEST 78TH STREET ATTEMPTING TO GO NORTH ON KERBER BLVD. ORIGINALLY, V1 ADVISED THEY WERE HEADING WESTBOUND ON 78TH, BUT LATER STATED THEY WERE TRAVELING EASTBOUND AND WAS TURNING LEFT, NORTHBOUND, ONTO KERBER BLVD. V1 STATED THEY DID NOT SEE THE INDIVIDUAL ON THE BICYCLE. I THEN SPOKE WITH WITNESS 1 WHO STATED SHE WAS BEHIND V1. W1 STATED V1 TURNED NORTHBOUND ONTO KERBER Report Generated 09/02/2022 MnCMAT 2.0.0 Page 3 of 26 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00499327 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.750 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 09/06/17 TIME 13:00 DAY Wed LAT 44.862380 LONG -93.540225 UTM X 457320.8 UTM Y 4967803.8 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 64 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Northbound Turning Left 45 M Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING WESTBOUND ON W. 78TH STREET THROUGH THE INTERSECTION OF KERBER BLVD. UNIT 2 WAS TRAVELING EASTBOUND ON W. 78TH STREET AND ATTEMPTED TO TAKE A LEFT AND GO NORTH ON KERBER BLVD. UNIT 1 HAD THE GREEN LIGHT GIVING THEM THE RIGHT AWAY THROUGH THE INTERSECTION. UNIT 2 SAID HE DID NOT SEE UNIT 1 AS HE WAS ATTEMPTING TO TURN LEFT ONTO KERBER BLVD. UNIT 2 COLLIDED WITH UNIT 1 IN THE MIDDLE OF THE INTERSECTION. THERE WAS MODERATE DAMAGE TO THE FRONT OF UNIT 1 (ALONG WITH THE FRONT QUARTER PANELS). THERE WAS MODERATE DAMAGE TO THE FRONT RIGHT QUARTER PANELS ON THE PASSENGER SIDE OF UNIT 2. BOTH DRIVERS SAID THEY WOULD ARRANGE TOWS FOR THEIR VEHICLE. NO INJURIES REPORTED. NO CITATIONS WERE ISSUED. INCIDENT ID 00753096 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.750 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 10/08/19 TIME 20:00 DAY Tue LAT 44.862378 LONG -93.540225 UTM X 457320.8 UTM Y 4967803.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Head On CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Moving Forward 50 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Turning Left 16 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 DRIVER STATED SHE WAS WESTBOUND ON WEST 78TH STREET IN THE RIGHT LANE CROSSING THROUGH THE INTERSECTION WITH KERBER BLVD. UNIT 1 DRIVER STATED UNIT 2 WAS EASTBOUND AND TURNED TO GO NORTHBOUND ON KERBER BLVD. AND STUCK THEIR VEHICLE. UNIT 1 DRIVER STATED SHE HAD A SOLID GREEN LIGHT. UNIT 2 DRIVER WAS EASTBOUND ON WEST 78TH STREET AND WAS ATTEMPTING TO TURN LEFT TO GO NORTHBOUND ON KERBER BLVD. UNIT 2 DRIVER STATED SHE OBSERVED UNIT 1 VEHICLE WITH IT'S RIGHT TURN SIGNAL ON SO SHE BELIEVED UNIT 1 WAS GOING TO SLOW AND TURN NORTHBOUND ON KERBER BLVD. UNIT 2 DRIVER THOUGHT SHE WOULD HAVE ENOUGH TIME TO TURN SO SHE STARTED HER TURN BUT STRUCK UNIT 1 WHEN UNIT 1 CONTINUED STRAIGHT THROUGH THE INTERSECTION. UNIT 1 DRIVER DENIES HAVING HER TURN SIGNAL ON. UNIT 1 COMPLAINED OF NECK PAIN ALONG WITH PAIN FROM THE SEAT BELT BUT REFUSED MEDICAL Report Generated 09/02/2022 MnCMAT 2.0.0 Page 4 of 26 Intersection #4 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00761785 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.750 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 11/12/19 TIME 08:28 DAY Tue LAT 44.862379 LONG -93.540225 UTM X 457320.8 UTM Y 4967803.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Other CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 35 F Apparently Normal Ran Red Light Unit 2 Motor Vehicle in Transport Passenger Car Southbound Turning Left 60 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 11/12/2019 AT 0828 HOURS, V/1 WAS TRAVELING WESTBOUND W78TH STREET WHEN IT FAILED TO STOP FOR THE RED SEMAPHORE AT THE INTERSECTION OF KERBER BLVD. V/1 ENTERED THE INTERSECTION AND COLLIDED WITH V/2 WHICH HAD ENTERED THE INTERSECTION SOUTHBOUND FROM KERBER BLVD WITH THE INTENTION OF TURNING EASTBOUND ONTO W 78TH STREET. THERE WERE NO INJURIES REPORTED AS A RESULT OF THE CRASH AND BOTH VEHICLES WERE TOWED FROM THE SCENE. INCIDENT ID 10937686 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.751 ROUTE NAME ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 08/28/14 TIME 13:30 DAY Thu LAT 44.862376 LONG -93.540225 UTM X 457320.8 UTM Y 4967803.4 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Rain Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Southbound Turning Left 53 F Unit 2 Motor Vehicle in Transport Passenger Car Southbound Turning Left 27 F Unit 3 Unit 4 OFFICER SKETCH NO OFFICER SKETCH WAS FOUND. NARRATIVE NO NARRATIVE WAS FOUND. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 5 of 26 Intersection #4 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00625250 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.751 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 08/03/18 TIME 13:25 DAY Fri LAT 44.862368 LONG -93.540226 UTM X 457320.8 UTM Y 4967802.5 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY B - Minor Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Moving Forward 70 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Southbound Moving Forward 24 F Apparently Normal Ran Red Light Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING WESTBOUND ON W. 78TH STREET THROUGH THE KERBER BLVD INTERSECTION IN THE CITY OF CHANHASSEN. UNIT 2 WAS HEADING SOUTHBOUND ON KERBER BLVD CROSSING OVER THE WESTBOUND LANES OF W. 78TH STREET. THE TWO VEHICLES COLLIDED IN THE INTERSECTION. DRIVER 1 SAID HE HAD THE GREEN LIGHT AND WAS GOING THROUGH THE INTERSECTION. DRIVER 2 SAID SHE HAD A GREEN LIGHT AND ENTERED THE INTERSECTION ON A YELLOW LIGHT. TWO INDEPENDENT WITNESSES BELIEVED THE LIGHT WAS GREEN FOR EAST/WEST BOUND TRAFFIC ON W. 78TH STREET. WITNESS 1 SAID HE DID NOT SEE THE CRASH BUT HEARD IT. HE SAID WHEN HE HEARD IT, HE LOOKED UP AT THE STOP LIGHT AND IT SHOWED GREEN FOR WEST/EAST BOUND TRAFFIC ON W. 78TH STREET. WITNESS 2 WAS A PEDESTRIAN WHO SAW THE CRASH. SHE SAID SHE THOUGHT THE LIGHT WAS POSSIBLY YELLOW FOR DRIVER 2 WHEN SHE ENTERED THE INTERSECTION. INCIDENT ID 00759728 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.752 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 11/05/19 TIME 09:10 DAY Tue LAT 44.862359 LONG -93.540226 UTM X 457320.7 UTM Y 4967801.5 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 63 M Apparently Normal Ran Red Light Unit 2 Motor Vehicle in Transport Passenger Car Southbound Moving Forward 46 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE PERSON 2 WAS STOPPED AT THE STOP LIGHT AS SHE HAD A RED LIGHT AND WAS WAITING TO TURN EAST ONTO WEST 78TH STREET FROM KERBER BLVD. BOTH PERSON 2 AND A WITNESS SAY THE LIGHT TURNED GREEN AND PERSON 2 PROCEEDED INTO THE INTERSECTION. DRIVER 1, WHO WAS WESTBOUND ON W 78TH STREET, DID NOT STOP FOR THE RED LIGHT AND PROCEEDED THROUGH THE INTERSECTION, CRASHING INTO PERSON 2'S VEHICLE. DRIVER 1 WAS CITED FOR THIS OFFENSE. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 6 of 26 Intersection #4 Intersection #4 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 01014783 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.752 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 03/29/22 TIME 15:13 DAY Tue LAT 44.862360 LONG -93.540226 UTM X 457320.7 UTM Y 4967801.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Sideswipe Same Direction CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Moving Forward 83 F Apparently Normal Failed to Keep in Proper Lane Unit 2 Motor Vehicle in Transport Passenger Car Northbound Moving Forward 58 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 2 AND UNIT 1 WERE TRAVELING NORTHBOUND ON KERBER BLVD TOWARD THE STOP LIGHT AT THE INTERSECTION WITH W. 78TH STREET. UNIT 2 WAS SLIGHTLY AHEAD OF UNIT 1. UNIT 2 ENTERED INTO THE RIGHT LANE WHICH IS THE LANE TO EITHER GO STRAIGHT OR TURN RIGHT. UNIT 1 ENTERED THE LEFT LANE WHICH IS A LEFT TURN LANE ONLY. UNIT 2 CONTINUED STRAIGHT THROUGH THE INTERSECTION ON KERBER BLVD. UNIT 1 DID NOT TURN LEFT AND CONTINUED STRAIGHT THROUGH THE INTERSECTION. UNIT 1'S FRONT BUMPER STRUCK UNIT 2'S REAR DRIVER'S SIDE QUARTER PANEL. INCIDENT ID 11019699 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.753 ROUTE NAME Kerber Blvd ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 06/02/15 TIME 15:52 DAY Tue LAT 44.862347 LONG -93.540227 UTM X 457320.6 UTM Y 4967800.2 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 20 F Apparently Normal Inattentive/Distraction (Talking Unit 2 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 59 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE VEHICLE WERE TRAVELING EASTBOUND ON 78 STREET WEST WHEN THE DRIVER OF UNIT 1 REAR ENDED UNIT 2 AT THE INTERSECTION WITH KERBER BLVD. DRIVER OF UNIT 1 SAID SHE LOOKED DOWN TO CHANGE SONG ON HER PHONE AND HIT CAR IN FRONT. DRIVER OF UNIT 2 SAID SHE SAW DRIVER OF UNIT 1 LOOK DOWN AND REAR END HER. NO INJURIES, LIGHT DAMAGE TO FRONT OF UNIT 1, LIGHT DAMAGE TO REAR END OF UNIT 2. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 7 of 26 Intersection #4 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 11023179 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.753 ROUTE NAME Kerber Blvd. ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 11/13/15 TIME 12:15 DAY Fri LAT 44.862347 LONG -93.540227 UTM X 457320.6 UTM Y 4967800.2 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Pedestrian CRASH SEVERITY C - Possible Injury FIRST HARMFUL Pedestrian LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Pedestrian PEDESTRIAN Southbound PED XNG N MK XWK 21 M Apparently Normal No Clear Contributing Action Unit 2 Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 11/13/2015 AT APPROXIMATELY 1215 HOURS, THERE WAS A VEHICLE VS. PEDESTRIAN HIT AND RUN CRASH AT THE INTERSECTION OF KERBER BLVD. AND 78TH ST. IN THE CITY OF CHANHASSEN. PERSON 1 WAS WALKING IN THE MARKED CROSSWALK WITH THE WALK SIGN SOUTHBOUND ON KERBER BLVD. CROSSING 78TH ST. PERSON 1 STATED A WHITE IN COLOR PASSENGER CAR WAS NORTHBOUND ON KERBER BLVD. AND MADE A LEFT TURN ONTO WESTBOUND 78TH. ST. PERSON 1 STATED HE WAS IN THE CROSSWALK AND IN THE ROADWAY WHEN THE VEHICLE STRUCK HIS LEFT SIDE. PERSON 1 STATED HE HAD MINOR LEFT KNEE PAIN AND REFUSED MEDICAL ATTENTION. THE SUSPECT VEHICLE DID NOT STOP TO EXCHANGE INFORMATION. INCIDENT ID 10775594 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.766 ROUTE NAME Kerber Blvd ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 02/17/12 TIME 13:53 DAY Fri LAT 44.862147 LONG -93.540239 UTM X 457319.5 UTM Y 4967778.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Moving Forward 33 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport VAN OR MINIVAN Eastbound Turning Left 50 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER OF VEH #1 TRAVELING NORTH BOUND ON KERBER COLLIDED WITH VEH #2 TRAVELING EAST BOUND ON W 78TH STREET. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 8 of 26 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10778810 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.766 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 07/13/12 TIME 15:50 DAY Fri LAT 44.862147 LONG -93.540239 UTM X 457319.5 UTM Y 4967778.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Pickup Northbound Moving Forward 27 M Apparently Normal Unit 2 Motor Vehicle in Transport Passenger Car Northbound Turning Left 63 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE D#2 STATED SHE WAS NB KERBER BLVD, IN THE INTERSECTION OF 78TH, WAITING FOR TRAFIC TO PASS SO SHE COULD TURN WB ONTO 78TH. D#2 STATED SHE WAS REARENDED BY V#1. D#1 STATED HE WAS NB KERBER APPROACHING V#2. D#1 STATED HE HIT THE BRAKES TO STOP HIS VEHICLE, AND FELT THE BRAKE LINE POP. D#1 STATED HE COULD NOT STOP, AND REARENDED V#2. I OBSERVED BRAKE FLUID LEAKING FROM UNDERNEATH V#1. NO TAGS, TOWS, NO INJURIES INCIDENT ID 10779267 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.766 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 07/31/12 TIME 16:32 DAY Tue LAT 44.862147 LONG -93.540239 UTM X 457319.5 UTM Y 4967778.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Moped or Motor Scooter Northbound Moving Forward 26 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car SOUTHEAST Turning Left 19 M Unknown Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE VEH 1 NORTHBOUND ON KERBER. VEH 2 FAILED TO YIELD RIGHT AWAY AND MADE LEFT TURN STRIKING VEH 1. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 9 of 26 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10780010 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.766 ROUTE NAME Kerber Blvd ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 0.10 M N 78th St West # VEH 1 # KILL 0 DATE 09/09/12 TIME 16:16 DAY Sun LAT 44.862147 LONG -93.540239 UTM X 457319.5 UTM Y 4967778.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Pedestrian CRASH SEVERITY C - Possible Injury FIRST HARMFUL Pedestrian LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Southbound Turning Left 52 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Pedestrian PEDESTRIAN PED XNG-NO SIG/X 53 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER 1 STOPPED VEHICLE 1 AT THE STOP SIGN WHILE EXITING THE LIBRARY PARKING LOT. PEDESTRIAN 1 CROSSES THE ROADWAY APPROXIMATELY 20 FEET SOUTH OF VEHICLE 1. PEDESTRIAN CROSSED THE ROADWAY HEADING EAST. PEDESTRIAN 1 GOT TO THE MIDDLE OF THE ROADWAY WHEN HE SAW VEHICLE 1. PEDESTRIAN 1 STATED HE PUSHED AWAY FROM A "WHITE HOOD" COMING AT HIM. INJURIES TO PEDESTRIAN 1 INCLUDE A SORE RIGHT WRIST. DRIVER 1 STATED THERE WAS NO OTHER TRAFFIC. DRIVER 1 STATED SHE DID NOT SEE THE PEDESTRIAN. VEHICLE 1 FRONT RIGHT SIDE HIT PEDESTRIAN 1. NO DAMAGE TO VEHICLE 1. NO CITATIONS ISSUED AT TIME OF INCIDENT. INCIDENT ID 00815304 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.744 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 06/18/20 TIME 06:35 DAY Thu LAT 44.862615 LONG -93.544961 UTM X 456946.8 UTM Y 4967832.4 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Sideswipe Same Direction CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Sunrise WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 52 F Apparently Normal Failed to Keep in Proper Lane Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 44 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER 1 WAS HEADED EASTBOUND ON WEST 78TH STREET FROM POWERS BLVD AND WAS APPROACHING TARGET ENTRANCE; SHE WAS IN THE LEFT LANE. DRIVER 2 WAS TRAVELLING IN THE SAME DIRECTION, HOWEVER, SHE WAS IN THE RIGHT LANE. DRIVER 1 ADMITS THAT SHE DID NOT SEE DRIVER 2 (SUSPECTED TO HAVE BEEN IN HER BLIND SPOT) AND ATTEMPTED TO MOVE FROM THE LEFT LANE TO THE RIGHT LANE. DUE TO THIS ACT, DRIVER 1 DROVE HER VEHICLE DIRECTLY INTO THE SIDE OF DRIVER 2'S VEHICLE. DRIVER 1 ADMITTED FULL FAULT FOR THE CRASH. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 10 of 26 Intersection #1 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00761371 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.760 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH TARGET LA # VEH 2 # KILL 0 DATE 11/10/19 TIME 18:55 DAY Sun LAT 44.862525 LONG -93.544671 UTM X 456969.7 UTM Y 4967822.3 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Snow Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 53 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Westbound Turning Left 16 M Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING EASTBOUND ON W 78TH STREET, TRAVELING STRAIGHT THROUGH A SOLID GREEN LIGHT AT TARGET ENTRANCE. UNIT 2 WAS EASTBOUND ON W 78TH ST, TURNING SOUTH ONTO TARGET ENTRANCE. THE DRIVER OF UNIT 2 THOUGHT HE HAD A GREEN ARROW AND TURNED IN FRONT OF UNIT 1, WHO HAD THE RIGHT OF WAY. UNIT 1 ATTEMPTED TO STOP BUT COULD NOT DUE TO SNOWY ROAD CONDITIONS. UNIT 1 SUSTAINED MINOR SCUFFS AND DAMAGE TO THE FRONT LEFT BUMPER. UNIT 2 SUSTAINED MODERATE DENTS AND SCUFFS ON THE FRONT AND REAR PASSENGER SIDE DOORS. BOTH VEHICLES WERE DRIVEN FROM THE SCENE. NEITHER DRIVER SUSTAINED ANY INJURIES IN THE CRASH. INCIDENT ID 00350709 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.764 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH TARGET LA # VEH 2 # KILL 0 DATE 05/21/16 TIME 18:28 DAY Sat LAT 44.862502 LONG -93.544594 UTM X 456975.7 UTM Y 4967819.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Head On CRASH SEVERITY B - Minor Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Van (Seats Installe Eastbound Moving Forward 58 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Westbound Turning Left 34 M Has Been Drinking Alcohol Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 STATED HE WAS TRAVELING EASTBOUND ON W 78TH ST. CROSSING THE INTERSECTION AT TARGET ENTRANCE. UNIT 1 STATED THERE WAS A SEMI TRUCK STOPPED IN THE LEFT TURN LANE IN THE INTERSECTION WAITING TO TURN LEFT. UNIT 1 STATED UNIT 2 CAME IN FRONT OF HIM AND CAUSED THE COLLISION. UNIT 1 STATED HE HAD A GREEN LIGHT. WITNESS 1 STATED HE WAS BEHIND UNIT 1 AND SAW A SEMI IN THE LEFT TURN LANE IN THE INTERSECTION WAITING TO TURN LEFT. WITNESS 1 STATED HE SAW UNIT 2 FACING WESTBOUND INCHING INTO THE INTERSECTION TO GO SOUTHBOUND ON TARGET ENTRANCE PRIOR TO HIS VIEW BEING OBSTRUCTED FROM THE SEMI. WITNESS 1 STATED HE SAW UNIT 2 ACCELERATE INTO THE PATH OF UNIT 1 WHO HAD A GREEN LIGHT. WITNESS 1 STATED IT APPEARED UNIT 2 ACCELERATED EXTRA QUICK TO TRY TO CLEAR THE INTERSECTION IF THERE WAS ANY ONCOMING TRAFFIC. UNIT 2 WAS OBSERVED SHOWING SIGNS OF IMPARTMENT Report Generated 09/02/2022 MnCMAT 2.0.0 Page 11 of 26 Intersection #1 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10935146 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.767 ROUTE NAME 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 05/12/14 TIME 18:50 DAY Mon LAT 44.862487 LONG -93.544544 UTM X 456979.6 UTM Y 4967818.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Other CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Turning Left 27 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 30 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE D#1 STATED SHE WAS EB 78TH, TO TURN NB FROM THE TARGET ENT. D#1 STATED SHE DID NOT SEE ANY VEHICLE'S APPROACHING WB 78TH, SO SHE ENTERED THE INTERSECTION ON A GREEN LIGHT. D#1 STATED AS SHE ENTERED THE INTERSECTION. D#1 THEN OBS V#2 TRAVELLING WB 78TH, AND WAS UNABLE TO STOP PRIOR TO BEING HIT. D#1 STATED SHE DID NOT SEE V#2 BECAUSE SHE THOUGHT SHE WAS SPEEDING. D#2 STATED SHE WAS WB 78TH ST, APPROACHING THE TARGET ENTRANCE ON A GREEN LIGHT. D#2 STATED SHE OBSERVED V#2 ENTER THE INTERCETION, AND PULL IN FRONT OF HER. D#2 STATED SHE WAS UNABLETO STOP BECAUSE OF THE TIMING WHEN V#1 PULLED INTO THE INTERSECTION ON FRONT OF HER. D#1 CITED FOR DAS, AND FAIL TO YIELD. NO INJURIES NO TOWS. INCIDENT ID 00383990 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.767 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 10/04/16 TIME 11:55 DAY Tue LAT 44.862487 LONG -93.544543 UTM X 456979.7 UTM Y 4967818.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Southbound Turning Left 16 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 64 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE I ARRIVED AT A TWO VEHICLE PD ACCIDENT AT THE INTERSECTION OF W 78TH AND TARGET ENTRANCE. STATE PATROL WAS ALREADY ON SCENE AND HAD SPOKEN TO DRIVER OF UNIT 1. STATE PATROL ADVISED THAT THE FEMALE DRIVER TOLD HIM SHE WAS TRAVELING WESTBOUND ON W 78TH ATTEMPTING TO TURN LEFT ONTO TARGET ENTRANCE. STATE PATROL ADVISED THE FEMALE TOLD HIM SHE HAD A "GREEN DOT" WHILE AT THE INTERSECTION. THE GREEN LIGHT IS CLEARLY MARKED YIELD WHEN TAKING A LEFT HAND TURN. I SPOKE TO DRIVER OF UNIT 2 WHO STATED HE WAS TRAVELING EASTBOUND ON W 78TH WHEN VEHICLE 2 PULLED OUT IN FRONT OF HIM. DRIVER OF UNIT 2 STATED HE DID NOT HAVE TIME TO BRAKE AND HIT VEHICLE 1. DRIVER OF UNIT 2 STATED HE HAD A GREEN LIGHT TO CONTINUE STRAIGHT. VEHICLE 1 SUSTAINED SEVERE DAMAGE TO THE REAR PASSENGER SIDE AND VEHICLE 2 SUSTAINED SEVERE DAMAGE TO FRONT END. THERE WERE NO INJURIES AND BOTH Report Generated 09/02/2022 MnCMAT 2.0.0 Page 12 of 26 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00866192 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.783 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH PVT-738 # VEH 2 # KILL 0 DATE 12/02/20 TIME 13:50 DAY Wed LAT 44.862716 LONG -93.544384 UTM X 456992.5 UTM Y 4967843.3 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY B - Minor Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 63 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Northbound Moving Forward 49 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE I WAS DISPATCHED TO A TWO VEHICLE PI ACCIDENT AT THE INTERSECTION OF W. 78TH STREET AND THE TARGET ENTRANCE IN THE CITY OF CHANHASSEN. I ARRIVED ON SCENE AND MADE CONTACT WITH BOTH VEHICLES ON SCENE. DRIVER 2 STATED THAT SHE WAS TRAVELING NORTHBOUND FROM THE TARGET ENTRANCE ONTO W. 78TH STREET. THERE WAS A FIXED STOP SIGN AT THE TARGET ENTRANCE. DRIVER 2 STATED THAT SHE THOUGHT THE INTERSECTION WAS CLEAR TO MAKE SAFE PASSAGE. WHEN UNIT 2 ENTERED THE INTERSECTION IT WAS STRUCK BY UNIT 1 TRAVELING WESTBOUND ON W. 78TH STREET. UNIT 1 AND UNIT 2 SUFFERED DISABLING DAMAGE FROM THE ACCIDENT AND WERE BOTH TOWED. DRIVER 1 SUFFERED APPARENT INJURIES FROM THE ACCIDENT AND WAS TRANSPORTED TO 212 MEDICAL CENTER BY RIDGEVIEW AMBULANCE. DRIVER 2 DIDN'T SUSTAIN ANY INJURIES. DRIVER 2 WAS GIVEN A CITATION FOR FAILURE TO YIELD THE RIGHT-OF-WAY. INCIDENT ID 00935345 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.784 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 100 F W TARGET ENTRANCE # VEH 1 # KILL 0 DATE 08/20/21 TIME 05:30 DAY Fri LAT 44.862713 LONG -93.544372 UTM X 456993.4 UTM Y 4967843.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Single Vehicle Run Off Road CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Standing Tree/Shrubbery LIGHT CONDITION Sunrise WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Moving Forward 18 F Apparently Normal Driver Distracted Unit 2 Unit 3 Unit 4 OFFICER SKETCH NARRATIVE THE DRIVER OF UNIT 1 WAS TRAVELING WESTBOUND ON W 78TH ST JUST WEST OF THE INTERSECTION AT THE TARGET ENTRANCE IN THE CITY OF CHANHASSEN. THE DRIVER OF UNIT 1 DIVERTED FROM ITS LANE OF TRAFFIC AND COLLIDED WITH A STREET LIGHT AND TREES IN THE MEDIAN. THE DRIVER OF UNIT 1 REPORTED SHE WAS DISTRACTED WHILE DRIVING DUE TO EATING AND WAS ALSO SPEEDING. BOTH THE TREE AND SIGN WERE COMPLETED KNOCKED DOWN DUE TO THE IMPACT. THE IMPACT CAUSED MODERATE DISABLING DAMAGE TO THE FRONT OF THE VEHICLE AND IT HAD TO BE TOWED FROM THE SCENE PRIVATELY. THE DRIVER AND BOTH PASSENGERS REPORTED NO INJURIES. I ISSUED THE DRIVER A CITATION FOR FAILURE TO DRIVE WITH DUE CARE. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 13 of 26 Intersection #1 Intersection #1 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00570352 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.843 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 741 # VEH 2 # KILL 0 DATE 03/01/18 TIME 17:30 DAY Thu LAT 44.862218 LONG -93.543035 UTM X 457098.7 UTM Y 4967787.3 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Turning Left 19 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Westbound Turning Left 66 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 03/01/2018 THERE WAS A TWO VEHICLE PROPERTY DAMAGE CRASH. UNIT ONE WAS TRAVELING EASTBOUND ON W 78TH ST ON THE INSIDE LANE (CLOSEST TO CENTER MEDIAN). UNIT TWO WAS TRAVELING WESTBOUND ON W 78TH ST AND TURNING LEFT INTO THE TARGET PARKING LOT. DRIVER TWO STATED THAT SHE DID NOT SEE THE OTHER VEHICLE COMING AND STRUCK UNIT ONE ON THE DRIVER'S SIDE DOOR. UNIT ONE SUSTAINED MODERATE DAMAGE TO THE DRIVER'S SIDE DOOR, WITH THE CURTAIN AIRBAG DEPLOYED. UNIT TWO SUSTAINED HEAVY FRONT END DAMAGE, WHICH REQUIRED IT TO BE TOWED FROM THE SCENE BY WILLIAMS TOWING. NO INJURIES WERE SUSTAINED BY EITHER DRIVER. DRIVER OF UNIT TWO RECEIVED A CITATION FOR FAILURE TO YIELD. ROAD CONDITIONS WERE DRY, WITH CLEAR SKIES. INCIDENT ID 10856294 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.847 ROUTE NAME w 78th ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 400 F W Kerber Blvd # VEH 2 # KILL 0 DATE 12/17/13 TIME 13:02 DAY Tue LAT 44.862212 LONG -93.542969 UTM X 457103.9 UTM Y 4967786.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 0 Sport Utility Vehicle Southbound PED FAIL YLD ROW 40 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 36 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS STOPPED AT THE EXIT OF THE BYLERLYS STRIP MALL ON THE NORTH SIDE OF W 78TH ST. UNIT 1 WAS WAITING TILL IT WAS CLEAR SO SHE COULD TRAVEL SOUTH ACROSS W 78TH ST. INTO THE TARGET PARKING LOT. UNIT 1 BEGAN TO CROSS W78TH ST AND WHEN SHE REACHED THE EASTBOUND SECTION OF W 78TH ST. UNIT 2 COLLIDED WITH HER. UNIT 2 WAS EASTBOUND ON W78TH ST AND HAD THE RIGHT OF WAY. UNIT 2 STATED SHE ATTEMPTED TO STOP WHEN SHE SAW UNIT 1 BUT WAS UNABLE TO. UNIT 2 DECLINED MEDICAL ATTENTION FROM THE RIDGEVIEW PARAMEDIC, BUT DID COMPLAIN OF FOOT PAIN. BOTH VEHICLES WERE TOWED. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 14 of 26 Intersection #2 (West 78th St @ Fedex Driveway) Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00865596 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.847 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 11/27/20 TIME 17:05 DAY Fri LAT 44.862212 LONG -93.542965 UTM X 457104.2 UTM Y 4967786.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Van (Seats Installe Westbound Turning Left 21 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 16 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER OF UNIT #1 WAS TURNING INTO THE EAST TARGET ENTRANCE FROM WESTBOUND W.78TH STREET. DRIVER OF UNIT #1 FAILED TO YIELD TO UNIT #2 AS SHE DROVE EASTBOUND ON W.78TH STREET. DRIVER OF UNIT #1 IS AT FAULT FOR FAILING TO YIELD TO ONCOMING TRAFFIC. NO INJURIES TO REPORT. BOTH UNITS SUSTAINED MODERATE DAMAGE AND WERE ABLE TO DRIVE FROM SCENE. INCIDENT ID 00844992 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.918 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 10/07/20 TIME 15:25 DAY Wed LAT 44.862168 LONG -93.541523 UTM X 457218.1 UTM Y 4967780.9 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Entering Traffic Lane 70 M Apparently Normal Unknown Unit 2 Motor Vehicle in Transport Passenger Van (Seats Installe Eastbound Moving Forward 45 F Apparently Normal Unknown Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER OF UNIT #2 WAS HEADING EASTBOUND ON W. 78TH STREET. DRIVER OF UNIT #1 WAS PULLING INTO TRAFFIC FROM THE STOP SIGN OF LUNDS AND BYERLYS SOUTH PARKING LOT. DRIVER OF UNIT #1 STRUCK UNIT #2 IN LEFT QUARTER PANEL. DRIVER OF UNIT #1 STATED HE HAD OPEN LANE TO EMERGE. DRIVER OF UNIT #2 STATED SHE WAS IN THAT LANE. STATEMENTS FROM BOTH DRIVERS WERE DIFFERENT IN FACTS. NO WITNESS OBSERVED CRASH. I ADVISED BOTH DRIVERS AT SCENE SINCE THEIR STORIES ARE DIFFERENT THEY CAN SPEAK WITH INSURANCE COMPANIES REGARDING FAULT. NO INJURIES TO REPORT MINOR DAMAGE TO BOTH UNITS WITH SCRATCHES ON PAINT. BOTH VEHICLES DROVE FROM SCENE. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 15 of 26 Intersection #2 (West 78th St @ Fedex Driveway) Intersection #3 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00609831 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.926 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 742 # VEH 1 # KILL 0 DATE 07/10/18 TIME 11:20 DAY Tue LAT 44.862359 LONG -93.541549 UTM X 457216.2 UTM Y 4967802.2 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY B - Minor Injury FIRST HARMFUL Pedalcyclist (Bicyclist) LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Southbound Turning Right 32 F Apparently Normal Unknown Unit 2 Bicycle Walk/Cycle on Sidewalk 51 M Apparently Normal No Improper Action Unit 3 Unit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arver CITY Chanhassen INTERSECT WITH 0 F W KERBER BLVD # VEH 1 # KILL 0 DATE 03/27/13 TIME 15:12 DAY Wed LAT 44.862159 LONG -93.541036 UTM X 457256.6 UTM Y 4967779.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY C - Possible Injury FIRST HARMFUL Pedalcyclist (Bicyclist) LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport VAN OR MINIVAN Southbound Turning Right 45 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Bicycle BICYCLIST Eastbound PED XNG N MK XWK 33 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE D#1 STATED HE WAS SB, LEAVING THE BYERLY'S PARKING LOT. D#1 STATED HE WAS GOING TO EXIT ONTO WB 78TH STREET. D#1 STATED HE STOPPED, LOOKED, BUT DID NOT SEE ANYONE SO HE STARTED DRIVING. D#1 STATED HE HIT THE BICYCLIST, PUSHING HIM OVER. D#2 STATED HE WAS RIDING HIS BICYCLE EB ON THE NORTHSIDE SIDEWALK OF 78TH STREET. D#2 STATED HE THOUGHT V#1 WAS GOING TO STOP, SO HE PLANNED ON RIDING HIS BICYCLE ACROSS THE ENTRANCE / EXIT TO THE PARKING LOT. D#2 STATED HE WAS HIT BY V#1. D#2 CHECKED OUT BY RIDGEVIEW, BUT NOT TRANSPORTED. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 16 of 26 Intersection #3 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00835453 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.972 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 08/15/20 TIME 16:49 DAY Sat LAT 44.862148 LONG -93.540419 UTM X 457305.3 UTM Y 4967778.1 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 19 F Apparently Normal Driver Distracted Unit 2 Motor Vehicle in Transport Passenger Car Eastbound Vehicle Stopped or Stalled in 58 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE V2 WAS STOPPED FOR A RED LIGHT WHILE EAST ON W 78TH STREET AT KERBER BLVD. V1 APPROACHED THE VEHICLE, WAS NOT PAYING ATTENTION TO THE ROADWAY, AND DID NOT REALIZE THAT THERE WAS A REDLIGHT LEADING HER TO NOT STOP. V1 THEN CRASHED INTO THE REAR OF V2, FRONT TO BACK (FENDER BENDER). BOTH VEHICLES PULLED OF ONTO KERBER AND EXCHANGED INFORMATION. BOTH DRIVER'S REPORTED THE SAME STORY, AND V1 DRIVER WAS WARNED FOR DISTRACTED DRIVER. NEITHER PARTY WAS INJURED, AND BOTH VEHICLES WERE DERIVABLE FROM THE SCENE. INCIDENT ID 00412282 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.975 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH KERBER BLVD # VEH 2 # KILL 0 DATE 01/07/17 TIME 16:20 DAY Sat LAT 44.862352 LONG -93.540558 UTM X 457294.5 UTM Y 4967800.9 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Moving Forward 58 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Southbound Turning Left 35 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING NORTHBOUND ON KERBER BLVD CROSSING OVER 78TH STREET WITH THE GREEN LIGHT. UNIT 2 WAS TRAVELING SOUTHBOUND ON KERBER BLVD AND ATTEMPTING TO MAKE A LEFT TURN ONTO 78TH STREET. UNIT 2 FAILED TO YIELD THE RIGHT AWAY TO UNIT 1 AND COLLIDED WITH IT IN THE INTERSECTION. THERE WAS MODERATE DAMAGE TO THE DRIVER'S SIDE MIDDLE OF UNIT 1. THERE WAS MODERATE DAMAGE TO THE FRONT OF UNIT 2. BOTH DRIVER'S AND THE PASSENGER OF UNIT 1 REPORTED NO INJURIES. BOTH VEHICLES DROVE AWAY FROM THE SCENE. NO CITATIONS WERE ISSUED STEMMING FROM THE CRASH. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 17 of 26 Intersection #4 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10778488 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.981 ROUTE NAME W 78t ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 06/27/12 TIME 08:35 DAY Wed LAT 44.862145 LONG -93.540242 UTM X 457319.3 UTM Y 4967777.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Turning Left 38 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 25 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 STARTED MAKING A TURN ONTO NORTHBOUND KERBER BLVD FROM EASTBOUND W 78TH ST. UNIT 2 WAS WESTBOUND IN THE OUTSIDE LANE OF W 78TH ST. UNIT 1 WAS MAKING THE LEFT HAND TURN ON A GREEN CIRCLE. UNIT 2 HAD THE RIGHT OF WAY THROUGH THE INTERSECTION. UNIT 1 AND UNIT 2 COLLIDED. UNIT 1 WAS TOWED FROM TEH SCENE. THE DRIVER OF UNIT 1 WAS TRAMSPORTED TO THE HOSPITAL. INCIDENT ID 10855308 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.981 ROUTE NAME 78th St. ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 11/14/13 TIME 13:48 DAY Thu LAT 44.862145 LONG -93.540242 UTM X 457319.3 UTM Y 4967777.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Single Vehicle Run Off Road CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Traffic Signal or Signal Structure LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport TRK TRAC W SEMI SOUTHEAST Turning Right 58 M Apparently Normal Improper Turn/Merge Unit 2 Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 11/13/2013 AT 1900 HOURS, THERE WAS A ONE VEHICLE PROPERTY DAMAGE CRASH AT THE INTERSECTION OF KERBER BLVD. AND 78TH ST. IN THE CITY OF CHANHASSEN. UNIT 1, WHICH IS SEMI TRACTOR WITH A TRAILER. UNIT 1 MADE A RIGHT TURN FROM 78TH ST. ONTO SOUTHBOUND KERBER BLVD. DRIVER STATED HE MUST HAVE TAKEN THE CORNER TOO SHARPLY AND STRUCK THE TRAFFIC SIGNAL. DRIVER STATED HE DID NOT REALIZE HE HAD STRUCK ANYTHING UNTIL LATER. THE TRAILER NUMBER FOR THE TRUCK WAS #590227. THERE WAS MINOR DAMAGE TO THE TRAILER OF THE SEMI- TRUCK. THE CITY OF CHANHASSEN ESTIMATES THE DAMAGE TO THE TRAFFIC SIGNAL TO BE APPROXIMATELY $3000.00 TO FIX AND REPLACE. THERE WERE NO INJURIES REPORTED FOR THIS INCIDENT. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 18 of 26 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10935721 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.981 ROUTE NAME 78th St. W ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 06/17/14 TIME 12:35 DAY Tue LAT 44.862145 LONG -93.540242 UTM X 457319.3 UTM Y 4967777.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY C - Possible Injury FIRST HARMFUL Pedalcyclist (Bicyclist) LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car NORTHWEST Turning Right 72 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Bicycle BICYCLIST PED XNG N MK XWK 15 M Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 06/17/2014 AT 1235, THERE WAS A BICYCLE VS. AUTOMOBILE CRASH AT THE INTERSECTION OF 78TH ST. W. AND KERBER BLVD. IN THE CITY OF CHANHASSEN. UNIT 1 WAS SITTING IN THE OUTSIDE LANE OF 78TH ST. FACING WESTBOUND. UNIT 1 WAS WAITING TO TURN RIGHT ONTO NORTHBOUND KERBER BLVD. DRIVER 1 STATED WHEN THE LIGHT TURNED GREEN HE PROCEEDED TO TURN AND STRUCK THE JUVENILE MALE ON HIS BICYCLE. THE MALE ON THE BICYCLE STATED HE WAS WESTBOUND ON THE SIDEWALK ON THE NORTH SIDE OF 78TH ST. AND NOTICED THE LIGHT TURNED GREEN AND WENT THROUGH THE CONTROLLED INTERSECTION. UNIT 2 STATED HE DID NOT LOOK TO SEE IF HE HAD THE GREEN LIGHT TO WALK THROUGH THE INTERSECTION, HE STATED HE JUST SAW THE GREEN LIGHT FOR TRAFFIC. DRIVER 2 WAS TRANSPORTED TO PARK NICOLLET CLINIC IN CHANHASSEN AND CLEARED. UNIT 1 STATED HE SUSTAINED NO DAMAGE TO HIS VEHICLE AND WAS NOT INJURED. INCIDENT ID 11023237 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.981 ROUTE NAME W 78th St ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 3 # KILL 0 DATE 11/16/15 TIME 16:30 DAY Mon LAT 44.862145 LONG -93.540242 UTM X 457319.3 UTM Y 4967777.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Sunset WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Northbound Moving Forward 27 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car SOUTHEAST Turning Left 16 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Motor Vehicle in Transport Sport Utility Vehicle Eastbound VEH STOPPED IN TRAFFIC 54 M Apparently Normal No Clear Contributing Action Unit 4 OFFICER SKETCH NARRATIVE V1 WAS TRAVELING NORTH ON KERBER BLVD. D1 SAID HIS LIGHT WAS GREEN AS HE ENTERED THE INTERSECTION THE LIGHT TRANSITIONED TO YELLOW. V2 WAS TRAVELING SOUTH ON KERBER BLVD TO MAKE A LEFT TURN ONTO EASTBOUND W 78TH ST. D2 SAID THE LIGHT WAS GREEN AND AS SHE ENTERED INTERSECTION THE LIGHT TURNED YELLOW. D2 SAID SHE SAW THE INTERSECTION WAS CLEAR AND BEGAN HER TURN WHEN V1 ENTERED. V3 WAS STOPPED FACING WEST ON W 78TH ST, WAITING TO MAKE A RIGHT TURN ONTO NORTHBOUND KERBER BLVD. D3 SAID BOTH V1 AND V2 ENTERED SIMULTANEOUSLY, AS V1 ENTERED, V2 TURNED. D3 SAID D1 ENTERED ON A GREEN AND THE LIGHT CHANGED TO YELLOW. D3 SAID HE DID NOT THINK V2 SAW V1. D1 SAID HE ENTERED THE INTERSECTION, AS HE DID, V2 TURNED IN FRONT OF HIM. D1 SAID HE BRAKED AND ABS ACTIVATED. D1 WAS UNABLE TO AVOID COLLISION AND STRUCK V2 IN THE INTERSECTION AS V2 TURNED IN FRONT. THE MOMENTUM FROM Report Generated 09/02/2022 MnCMAT 2.0.0 Page 19 of 26 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 11023358 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.981 ROUTE NAME Kerber Blvd ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 11/18/15 TIME 17:15 DAY Wed LAT 44.862145 LONG -93.540242 UTM X 457319.3 UTM Y 4967777.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Pedestrian CRASH SEVERITY A - Serious Injury FIRST HARMFUL Pedestrian LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Turning Left 63 M Unknown Inattentive/Distraction (Talking Unit 2 Pedestrian PEDESTRIAN Southbound PED XNG W SIGNAL 53 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 2 WAS CROSSING W. 78TH ST. AT KERBER BLVD. VIA THE EAST CROSSWALK. UNIT 2 STATED AS HE ENTERED THE EASTBOUND LANES OF W. 78TH ST. HE NOTICED VEH 1 APPROACHING HIS LOCATION. UNIT 2 STATED VEH 1 DID NOT STOP AND COLLIDED WITH UNIT 2. UNIT 2 STATED VEH 1 PULLED OVER AND DRIVER 1 EXCHANGED INFORMATION WITH UNIT 2. UNIT 2 LEFT THE SCENE. UNIT 2 LATER FLAGGED ME DOWN. UNIT 2 STATED HE DID NOT HAVE PAIN AT FIRST BUT THEN LATER HAD MODERATE PAIN ON THE RIGHT SIDE OF HIS BODY. UNIT 2 REQUESTED AN AMBULANCE TO THE SCENE AND WAS TRANSPORTED TO THE HOSPITAL. I LATER SPOKE TO DRIVER 1 WHO STATED THE DUE TO UNIT 2 WEARING DARK CLOTHING AND THE LIMITED LIGHTING DRIVER 1 DID NOT SEE UNIT 2 PRIOR TO THE COLLISION. DRIVER 2 GAVE ME HIS INFORMATION AND STATED HE HAD CONTACTED HIS INSURANCE TO MAKE THEM AWARE OF THE INCIDENT. INCIDENT ID 00512254 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.991 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH KERBER BLVD # VEH 1 # KILL 0 DATE 10/25/17 TIME 07:00 DAY Wed LAT 44.862352 LONG -93.540227 UTM X 457320.7 UTM Y 4967800.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Single Vehicle Run Off Road CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Traffic Signal or Signal Structure LIGHT CONDITION Sunrise WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Medium / Heavy Trucks (More Westbound Turning Right 35 M Unknown Unknown Unit 2 Unit 3 Unit 4 OFFICER SKETCH NARRATIVE I RESPONDED TO A REPORT OF A DAMAGED TRAFFIC CONTROL SIGNAL AT THE NORTHEAST CORNER OF THE INTERSECTION OF W. 78TH ST. AND KERBER BLVD. I OBSERVED THE TRAFFIC SIGNAL AT THE CORNER HAD BEEN SIGNIFICANTLY DAMAGED. I DID NOT SEE ANY VEHICLES IN THE GENERAL AREA THAT WERE TALL ENOUGH TO HIT THE SIGNAL. BASED ON THE DAMAGE, AND THE TIME OF DAY, I BELIEVED A SEMI TRUCK MAY HAVE HIT THE SIGNAL WHILE TURNING NORTHBOUND ON KERBER WHILE TRAVELING WESTBOUND ON W. 78TH. THE CITY OF CHANHASSEN PUBLIC WORKS WAS NOTIFIED. A PUBLIC WORKS EMPLOYEE WENT TO THE LOADING DOCK AT LUNDS AND BYERLEY'S. LUNDS AND BYERLY'S IS DIRECTLY OFF KERBER AND NEAR THE INTERSECTION WHERE THE CRASH OCCURRED. THE EMPLOYEE SAW A TRUCK THAT APPEARED TO HAVE FRESH DAMAGE TO THE TRAILER. THE DAMAGE WAS IN A LOCATION THAT WAS CONSISTENT WITH THE LOCATION OF WHERE THE TRAFFIC SIGNAL Report Generated 09/02/2022 MnCMAT 2.0.0 Page 20 of 26 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00734191 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.991 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH KERBER BLVD # VEH 2 # KILL 0 DATE 07/17/19 TIME 16:30 DAY Wed LAT 44.862352 LONG -93.540236 UTM X 457319.9 UTM Y 4967800.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Pickup Southbound Turning Left 67 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 82 F Apparently Normal Ran Red Light Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING SOUTHBOUND ON KERBER BLVD, TURNING EASTBOUND ONTO W 78TH ST IN THE CITY OF CHANHASSEN. UNIT 2 WAS TRAVELING EASTBOUND ON W 78TH ST, APPROACHING KERBER BLVD. THE DRIVER OF UNIT 2 ADMITTED TO CHANGING HER AIR CONDITIONING SETTINGS, THEN LOOKED UP AND SAW A RED LIGHT. UNIT 2'S FRONT LEFT CORNER HIT UNIT 1'S FRONT RIGHT CORNER. A WITNESS ON SCENE STATED UNIT 1 WAS TURNING ON A GREEN LIGHT AND UNIT 2 HAD A RED LIGHT AND APPEARED TO BE DRIVING RATHER FAST. BOTH VEHICLES WERE TOWED BY SHAKOPEE TOWING DUE TO DISABLING DAMAGE. THE DRIVER OF UNIT 1 WAS TRANSPORTED BY RIDGEVIEW PARAMEDICS AND THE DRIVER OF UNIT 2 WAS SELF TRANSPORTED BY FAMILY TO BE EVALUATED. THE DRIVER OF UNIT 2 WAS ISSUED A CITATION FOR FAILURE TO OBEY A TRAFFIC CONTROL DEVICE. INCIDENT ID 00378938 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.992 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH KERBER BLVD # VEH 2 # KILL 0 DATE 09/11/16 TIME 19:19 DAY Sun LAT 44.862351 LONG -93.540201 UTM X 457322.7 UTM Y 4967800.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Vehicle Stopped or Stalled in 29 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Van (Seats Installe Westbound Moving Forward 40 M Asleep or Fatigued Following Too Closely Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 DRIVER STATED HE WAS STOPPED AT A RED LIGHT IN THE RIGHT HAND LANE ON WESTBOUND WEST 78TH STREET AT THE INTERSECTION OF KERBER BLVD. UNIT 1 STATED UNIT 2 RAN INTO THE REAR OF HIS VEHICLE. UNIT 1 STATED BOTH PULLED ONTO KERBER BLVD. UNIT 1 STATED AFTER A BRIEF DISCUSSION UNIT 2 LEFT THE SCENE WITHOUT PROVIDING CONTACT INFORMATION OR INSURANCE INFORMATION. UNIT 2 WAS LATER CONTACTED ON 09/13/2016 AFTER A FAILED ATTEMPT TO CONTACT HIM ON 09/11/2016. UNIT 2 STATED HE WAS WESTBOUND ON WEST 78TH STREET APPROACHING THE INTERSECTION OF KERBER BLVD. IN THE RIGHT HAND LAND. UNIT 2 STATED HE THOUGHT THE LIGHT WAS GREEN BUT LATER REALIZED IT WAS RED. UNIT 2 STATED UNIT 1 CHANGED FROM THE LEFT LANE INTO THE RIGHT LANE AND BEFORE HE KNEW IT THE GAP BETWEEN THE VEHICLES CLOSED AND HE STRUCK UNIT 1. UNIT 2 STATED HE STOPPED WITH UNIT 1 AND DISCUSSED HOW TO Report Generated 09/02/2022 MnCMAT 2.0.0 Page 21 of 26 Intersection #4 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00522501 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.992 ROUTE NAME 113 ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 12/06/17 TIME 10:45 DAY Wed LAT 44.862352 LONG -93.540214 UTM X 457321.7 UTM Y 4967800.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Vehicle Stopped or Stalled in 53 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Van (Seats Installe Eastbound Moving Forward 78 M Apparently Normal Driver Distracted Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 12/06/2017, THERE WAS A TWO VEHICLE PROPERTY DAMAGE CRASH AT THE INTERSECTION OF KERBER BLVD. AND 78TH ST. IN THE CITY OF CHANHASSEN. DRIVER 1 STATED THAT HE WAS IN THE OUTSIDE LANE OF EASTBOUND 78TH ST. AND HAD STOPPED FOR THE RED LIGHT. DRIVER 1 STATED AS HE WAS STOPPED HE WAS STRUCK BY UNIT 2. DRIVER 2 STATED THAT HE WAS EASTBOUND ON 78TH ST. AND WAS LOOKING FOR THE CHANHASSEN DINNER THEATRE. DRIVER 2 STATED HE LOOKED TO HIS RIGHT AND WHEN HE LOOKED FORWARD, HE SAW THE OTHER VEHICLE HAD STOPPED. DRIVER 2 STATED HE WAS UNABLE TO STOP TO AVOID THE CRASH. BOTH VEHICLES SUSTAINED MODERATE DAMAGE AND WERE DRIVEN FROM THE SCENE. NO INJURIES WERE REPORTED. INCIDENT ID 00722239 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.994 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH KERBER BLVD # VEH 1 # KILL 0 DATE 05/25/19 TIME 11:05 DAY Sat LAT 44.862351 LONG -93.540175 UTM X 457324.7 UTM Y 4967800.5 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Bicycle Walk/Cycle on Sidewalk 15 F Apparently Normal Unknown Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Northbound Moving Forward 43 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 05/25/2019, THERE WAS A TWO VEHICLE PROPERTY DAMAGE CRASH AT THE INTERSECTION OF KERBER BLVD. AND 78TH ST. IN THE CITY OF CHANHASSEN. UNIT 1 WAS A BICYCLE ON THE NORTH SIDE OF 78TH ST. TRAVELING WESTBOUND. DRIVER 1 STATED THAT SHE WAS WESTBOUND ON THE SIDEWALK AND APPROACHED THE INTERSECTION. DRIER 1 STATED SHE COULD NOT REMEMBER IF THE LIGHT WAS RED OR GREEN, BUT SHE LOOKED AND DID NOT SEE ANY VEHICLES SO SHE CONTINUED INTO THE INTERSECTION. DRIVER 1 STATED THAT SHE SAW THE VEHICLE AT THE LAST SECOND AND STRUCK THE SIDE OF THE VEHICLE. DRIVER 2 STATED SHE WAS NORTHBOUND ON KERBER BLVD. AND HAD THE GREEN LIGHT TO PROCEED THROUGH THE INTERSECTION. DRIVER 1 STATED AS SHE WENT THROUGH THE INTERSECTION, SHE SAW UNIT 1 AT THE LAST SECOND AND COULD NOT STOP TO AVOID THE CRASH. UNIT 2 SUSTAINED MINOR DAMAGE TO THE DRIVER'S SIDE OF THE VEHICLE. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 22 of 26 Intersection #4 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00913742 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.996 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 06/22/21 TIME 16:27 DAY Tue LAT 44.862138 LONG -93.539921 UTM X 457344.7 UTM Y 4967776.8 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Sideswipe Same Direction CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Moving Forward 49 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Westbound Changing Lanes 22 F Apparently Normal Improper Turn/Merge Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 06/22/2021 I, DEPUTY KANE-ZAFKE #885, WAS DISPATCHED TO A PD CRASH THAT HAD OCCURRED NEAR THE INTERSECTION OF WEST 78TH STREET AND MARKET BOULEVARD IN THE CITY OF CHANHASSEN. THE DRIVER OF UNIT 1 ADVISED THE DRIVER SIDE OF HER VEHICLE WAS HIT BY UNIT 2. THE DRIVER OF UNIT 1 STATED SHE DID NOT BELIEVE THE DRIVER OF UNIT 2 SAW UNIT 1 AS UNIT 2 WAS MERGING INTO THE OTHER LANE OF TRAFFIC. THE DRIVER OF UNIT 2 ADVISED THEY WERE ATTEMPTING TO MOVE OVER A LANE ON WEST 78TH STREET SO THEY COULD PROCEEDED NORTHBOUND ON KERBER BOULEVARD. THE DRIVER OF UNIT 2 STATED UNIT 1 WAS IN THEIR "BLIND SPOT" AND THEY DID NOT SEE UNIT 1. THERE WAS MINOR DAMAGE TO THE DRIVER SIDE OF UNIT 1 AND MINOR DAMAGE TO THE PASSENGER SIDE OF UNIT 2. NO TOWS OR MEDICAL ATTENTION NEEDED. DRIVER OF UNIT 2 WAS WARNED FOR FAILURE TO DRIVE WITH DUE CARE. AFTER THE SUBMISSION OF THIS REPORT, INCIDENT ID 10778232 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 3.018 ROUTE NAME ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 05/12/12 TIME 15:00 DAY Sat LAT 44.862129 LONG -93.539489 UTM X 457378.8 UTM Y 4967775.5 WORK ZONE TYPE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 83 M Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Westbound VEH STOPPED IN TRAFFIC 71 M Unit 3 Unit 4 OFFICER SKETCH NO OFFICER SKETCH WAS FOUND. NARRATIVE NO NARRATIVE WAS FOUND. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 23 of 26 Intersection #4 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10778054 ROUTE SYS 10-MUN ROUTE NUM 0129 MEASURE 0.144 ROUTE NAME ROUTE ID 1000023937990129-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 05/05/12 TIME 21:15 DAY Sat LAT 44.862139 LONG -93.540241 UTM X 457319.4 UTM Y 4967777.1 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY C - Possible Injury FIRST HARMFUL Pedalcyclist (Bicyclist) LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Turning Left 58 F Unit 2 Bicycle BICYCLIST PED XNG W SIGNAL 29 M Unit 3 Unit 4 OFFICER SKETCH NO OFFICER SKETCH WAS FOUND. NARRATIVE NO NARRATIVE WAS FOUND. INCIDENT ID 00424029 ROUTE SYS 10-MUN ROUTE NUM 0534 MEASURE 0.043 ROUTE NAME TARGET LA ROUTE ID 1000023937990534-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 02/19/17 TIME 18:26 DAY Sun LAT 44.862487 LONG -93.544631 UTM X 456972.8 UTM Y 4967818.1 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Turning Left 38 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 51 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS FACING WESTBOUND ON WEST 78TH STREET IN THE LEFT TURN LANE AT THE INTERSECTION OF TARGET ENTRANCE. UNIT 1 STATED THE LIGHTS TURNED GREEN AND HE STARTED HIS TURN. UNIT 1 STATED HE JUST ASSUMED HE HAD A GREEN ARROW. UNIT 2 STATED SHE WAS EASTBOUND ON WEST 78TH STREET CROSSING THE INTERSECTION WITH A GREEN LIGHT. UNIT 2 STATED UNIT 1 TURNED IN FRONT OF HER AND SHE HIT THE VEHICLE. THE INTERSECTION HAS A YELLOW FLASHING LEFT TURN ARROW THAT MEANING THAT UNIT 1 SHOULD HAVE YIELDED TO UNIT 2. UNIT 1 WAS GIVEN A VERBAL WARNING FOR FAILING TO YIELD TO ONCOMING TRAFFIC. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 24 of 26 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00707946 ROUTE SYS 10-MUN ROUTE NUM 0534 MEASURE 0.046 ROUTE NAME TARGET LA ROUTE ID 1000023937990534-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 05/05/19 TIME 15:00 DAY Sun LAT 44.862520 LONG -93.544603 UTM X 456975.1 UTM Y 4967821.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Sideswipe Same Direction CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Changing Lanes 60 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 23 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE P1 WAS DRIVING V1 AND TURNED ONTO W78TH FROM TARGET. WHILE DOING THIS P2 DRIVING V2 WAS IN THE NORTH MOST LANE DRIVING EASTBOUND ON 78TH. P1 STATED SHE THEN ATTEMPTED TO TURN FROM THE SOUTH MOST LANE INTO THE NORTH MOST LANE BUT DID NOT SEE V2. P1 STATED V2 "MUST HAVE BEEN IN MY BLIND SPOT." P1 THEN WENT INTO THE NORTH MOST LANE CAUSING A "SIDE SWIPE" STYLE CRASH. V1 HAD MINOR DAMAGE TO THE FRONT DRIVER SIDE OF THE VEHICLE AND V2 HAD MODERATE DAMAGE TO THE BACK PASSENGER QUARTER PANEL. BOTH VEHICLES WERE ABLE TO DRIVE AWAY FROM THE SCENE. INCIDENT ID 00776028 ROUTE SYS 10-MUN ROUTE NUM 0534 MEASURE 0.056 ROUTE NAME W 78TH ST ROUTE ID 1000023937990534-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 12/31/19 TIME 13:30 DAY Tue LAT 44.862630 LONG -93.544469 UTM X 456985.7 UTM Y 4967833.8 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 74 F Apparently Normal Ran Red Light Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Northbound Moving Forward 63 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE VEHICLE 1 WAS TRAVELLING E ON WEST 78TH STREET. VEHICLE 2 WAS TRAVELLING NORTH ON TARGET ENTRANCE. VEHICLE 2 CLAIMED TO HAVE BEEN STOPPED AT THE INTERSECTION WITH W 78TH STREET WHILE WAITING FOR THE RED LIGHT TO TURN GREEN. VEHICLE 2 STATED THAT THE LIGHT TURNED GREEN AND SHE PROCEEDED TO ENTER THE INTERSECTION. VEHICLE 1 STATED SHE BELIEVED SHE STILL HAD A GREEN LIGHT, HOWEVER, SHE COULD NOT RECALL IF HER LIGHT WAS GREEN OR RED. THE FRONT OF VEHICLE 1 COLLIDED WITH THE FRONT/SIDE OF VEHICLE 2 CAUSING DISABLING DAMAGE TO BOTH VEHICLES. DRIVER 1 WAS CITED FOR FAILURE TO OBEY A TRAFFIC CONTROL DEVICE. DRIVER EVAL IS ALSO REQUESTED ON DRIVER 1 DUE TO CONFUSION ABOUT HOW CRASH OCCURRED. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 25 of 26 Intersection #1 Intersection #1 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00756954 ROUTE SYS 21-PRIV ROUTE NUM 0738 MEASURE 0000 ROUTE NAME 738 ROUTE ID 2100006594550738-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 10/24/19 TIME 16:10 DAY Thu LAT 44.862713 LONG -93.544368 UTM X 456993.8 UTM Y 4967843.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Turning Left 62 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 33 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER OF UNIT #1 WAS HEADING WESTBOUND ON WEST 78TH STREET IN CHANHASSEN. DRIVER OF UNIT #2 WAS HEADING EASTBOUND ON WEST 78TH STREET AND WAS MAKING A LEFT HAND TURN ONTO TARGET ENTRANCE. DRIVER OF UNIT #2 FAILED TO YIELD TO UNIT #1 CAUSING THE CRASH. DRIVER OF UNIT #1 IS AT FAULT. NO INJURIES TO REPORT. BOTH UNITS SUSTAINED MODERATE DAMAGE AND WERE TOWED FROM THE SCENE BY WILLIAMS TOWING. Selection Filter: WORK AREA: State - SPATIAL FILTER APPLIED Analyst: Erik Henricksen Notes: Report Generated 09/02/2022 MnCMAT 2.0.0 Page 26 of 26 Intersection #1 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX I West Village Redevelopment Site Plan TENANT 13,600 SFTENANT 23,500 SFUTIL.100SFFFE=973.5FFE=973.5TGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSCALED PER PLANSCALED PER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN RIM=972.54INV(NW)=967.44INV(SE)=967.44SNOWPILESTT10'19'12'PROPOSEDRETAILPROPOSEDRESTAURANT33 STALLS ADDED TO SITE 25'26'18' (TYP.)9' (TYP.)6'6' 5' 5'SAWCUT PAVEMENT (TYP.)11.7'ALTERNATE - DRIVE WITHADDITIONAL PARKINGSHEET NUMBER:DATE:Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 LICENSE NO.VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0034109.00\DWG\CIVIL\0034109SP01.DWG 03/30/2022WEST VILLAGE REDEVELOPMENT CHANHASSEN, MN WEST VILLAGE REDEVELOPMENTSITE PLAN . . . 03/30/2022 7818 SANDPIPER AVE NW NORTH CANTON, OH 44720 PHILLIPS EDISON & COMPANYNOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0034109.00C2.0PROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5TPARKING SUMMARYEXISTING PARKING FOR SHOPPING CENTER·PROVIDED= 558 STALLS·REQUIRED = 529 STALLSPROPOSED BUILDING 7,200 SF·RETAIL 5/1000 SF - 3,500 SF = 18 STALLS·RESTAURANT 1/80 SF - 3,600 SF = 45 STALLS·TOTAL STALLS REQUIRED = 63 STALLSPROPOSED DEVELOPMENT·STALLS ADDED= 33 STALLS·STALLS LOST FOR BUILDING = 70 STALLS·NET STALLS LOST= 37 STALLS·TOTAL STALLS PROPOSED = 521 STALLS·TOTAL REQUIRED = 592 STALLS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOST O ST O ST OPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=963.07FULL OF ICERIM=962.66FULL OF ICERIM=964.85INV(E)=961.44INV(W)=961.35RIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.44INV(W)=962.39RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.07RIM=971.91INV(N)=967.58INV(SW)=967.61RIM=973.57INV(N)=968.72INV(S)=968.67INV(E)=968.8924" RCP18" RCP12" RCP12 " R C P 12" RCP12" RCPSCALED PER PLANSCALED PER PLANHYDRANT PLACEDPER PLANHYDRANT PLACEDPER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN 12" RCP12" RCP12" RCP12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44SNOWPILESTT970975980969971972973974976977978979975971972973974976965970963964966967968969971972973975980971972973974976 9779789799659709669679689699 71 971 9729739729 7 3 965 963964966 965970966 967968969 971972973970966967968969970968969GAS GASPUGPUG PUG TENANT 13,600 SFTENANT 23,500 SFUTIL.100SFFFE=973.5FFE=973.5975.95971.64970.50967.50969.00972.00972.70972.50970.50965.90966.35972.40974.20974.60972.30970.70971.20973.00972.75972.25972.50972.25970.75967.40SHEET NUMBER:DATE:Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0034109.00\DWG\CIVIL\0034109GD01.DWG 06/14/2022WEST VILLAGE REDEVELOPMENT CHANHASSEN, MN WEST VILLAGE REDEVELOPMENTGRADING PLAN 06/14/2022 . . . XX/XX/XX 7818 SANDPIPER AVE NW NORTH CANTON, OH 44720 PHILLIPS EDISON & COMPANY XXXXX JOSEPH A. SCHRAMMNOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0034109.00C3.0PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN AREAPPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIORTO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFVESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS,EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BYTHE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD. THESE AREASSHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FORPLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROLDEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TOCONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TOAPPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTHFINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN ORBETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINEUNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADINGAND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOILMATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.11.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.12.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BEREQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACHOF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENTTESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIEDHEREIN.13.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BECOMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.14.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BECOMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD ASOUTLINED IN MNDOT 2105.3F2.15.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICALENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BECOMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THEGEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F. TENANT 13,600 SFTENANT 23,500 SFUTIL.100SFFFE=973.5FFE=973.5GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOST O ST O ST OPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=963.07FULL OF ICERIM=962.66FULL OF ICERIM=964.85INV(E)=961.44INV(W)=961.35RIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.44INV(W)=962.39RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.07RIM=971.91INV(N)=967.58INV(SW)=967.61RIM=973.57INV(N)=968.72INV(S)=968.67INV(E)=968.8924" RCP18" RCP12" RCP12 " R C P 12" RCP12" RCPSCALED PER PLANSCALED PER PLANHYDRANT PLACEDPER PLANHYDRANT PLACEDPER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN 12" RCP12" RCP12" RCP12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44SNOWPILESTT204 LF - 6" PVC SANCONSTRUCT MHOVER EX. SANRE=979.20IE=966.49±58 LF - 6" WM6" GVWET TAP INTOEX. 8" WM125 LF - 15" STM SWR33 LF - 15" STM SWR108 LF - 12" STM SWR67 LF - 12" STM SWR116 LF - 15" STM SWR28 LF - 15" STM SWR32 LF - 12" STM SWRUNDERGROUND STORMWATER SYSTEMSTORMTECH SC-740 CHAMBERS160' x 50' WITH 6,000 CF STORAGE NEEDED(IF NO NEW WEST DRIVE/PARKING ALTERNATE,110' x 50' WITH 4,500 CF STORAGE NEEDED)CHAMBER INVERT=963.706" COMBINED WM STUBIE=965.505 LF - 15" STM SWRGAS GASPUGPUG PUG STMH 301CBMH 303STMH 302CBMH 304CBMH 202CBMH 201STMH 1011,500 GALGREASE TRAP6" SANITARY STUBIE=968.83±21 LF - 6" PVC SANSHEET NUMBER:DATE:Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0034109.00\DWG\CIVIL\0034109UT01.DWG 06/14/2022WEST VILLAGE REDEVELOPMENT CHANHASSEN, MN WEST VILLAGE REDEVELOPMENTUTILITY PLAN 06/14/2022 . . . XX/XX/XX 7818 SANDPIPER AVE NW NORTH CANTON, OH 44720 PHILLIPS EDISON & COMPANY XXXXX JOSEPH A. SCHRAMMNOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0034109.00C5.0SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIESAND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON ASBEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PERCITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENTEDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION ANDSANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE ANDLOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITSHAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESSOTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OFDOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITYCONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THEAPPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIESSHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TOCOMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALLNOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSECONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TOBE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FORADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINTDEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BYLOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BEINCLUDED IN WATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITHSANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONWITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN ORNOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINESSHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PERAWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE <<7.5' OR 8'>> MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHESOF THICKNESS.GENERAL UTILITY NOTESSDT13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYLCHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGSSHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BEINSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICHIS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALLBE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNINGAGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" ANDSMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISENOTED, PER ASTM C76, WITH GASKETS PER ASTM C443.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFAASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEETREQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 ANDINSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTMD2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEETASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BEINSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORMSEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BETESTED PER MINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWASTANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENTWEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THEELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNERWITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDELOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTIONELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONSON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLECASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLANREFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTES (CONT.)