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2025-02-19 City Council Regular Meeting Packet
1 COTTAGE GROVE CITY COUNCIL February 19, 2025 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE, MINNESOTA 55016 COUNCIL CHAMBER - 7:00 PM 1 Call to Order 2 Pledge of Allegiance 3 Roll Call 4 Open Forum 5 Adoption of Agenda 6 Presentations 7 Consent Agenda A 2025 Strategic Planning Meeting Minutes and Strategic Directions Staff Recommendation: Accept the 2025 Strategic Directions. B Parks, Recreation, and Natural Resouces Commission Meeting Minutes (12/09/24) Staff Recommendation: Approve the December 9, 2024, Parks, Recreation and Natural Resources Commission Meeting minutes. C Economic Development Authority Regular Meeting Minutes (2024-12-03) Staff Recommendation: Approve the December 3, 2024, Economic Development Authority Regular Meeting Minutes. D Rental License Approvals Staff Recommendation: Approve the issuance of rental licenses to the properties listed in the attached table. E Accept 2024 4th Quarter Donations Staff Recommendation: Approve Resolution 2025-22, Accept Donations for 4th Quarter 2024. F Reappointments - Commission and Committee Staff Recommendation: Approve the 2025 Commission and Committee Reappointments. G Planning Commission Appointment - Woodman, Terrence Staff Recommendation: Appoint Terrence Woodman to the Planning Commission to a term ending on February 28, 2027. H Business License Renewal - Highnorth Staff Recommendation: Approve the renewal of an Intoxicating Hemp License to Highnorth Dispensary allowing them to continue to sell Lower Potency Hemp products. I Minnesota Department of Revenue Lodging Tax Collections Staff Recommendation: Approve the letter to the Minnesota Department of Revenue requesting they begin Lodging Tax collection for the City of Cottage Grove. J Resolution Endorsing Federal Legislation to Reimburse Body Armor Costs for Firefighters and EMS Professionals 2 Staff Recommendation: Adopt Resolution 2025-015, supporting federal legislation to reimburse body armor costs for all emergency responders including firefighters, rescue and EMS professionals. K Accurint Virtual Crime Center Staff Recommendation: Approve the Accurint Virtual Crime Center SaaS in the amount of $6000 annually. L ImageTrend Fire Investigations Module Staff Recommendation: Approve the ImageTrend Fire Investigations SaaS in the amount of $1500 annually plus a one-time $225 implementation fee for a total of $1725.00 M Agreement for Professional Services with FireCatt Precision Service Testing Staff Recommendation: Approve the agreement for professional services with FireCatt Precision Service Testing. N Cleaning Contract Amendment Staff Recommendation: Approve the two-year amendment with Squeaky Cleaners and Painters for janitorial services. O Community Health Records Program Staff Recommendation: Staff recommends the approval of the ImageTrend Community Health Care SaaS in the amount of $7,500 annually plus a one-time $1,500 implementation fee for a total of $9,000. P MN DNR Cooperative Agreement for Mississippi Dunes Park Fishing Pier Staff Recommendation: Authorize cooperative agreement with the State of Minnesota Department of Natural Resources to construct a fishing pier at Mississippi Dunes Park. Q ACTIVE Net Recreation SaaS Agreement Staff Recommendation: Approve the ACTIVE Net Master Agreement as reviewed by staff and city legal counsel. R Holcim 2025 Mining Permit Staff Recommendation: Adopt Resolution 2025-019 approving the 2025 Mining Permit for Holcim – MWR, Inc. – Nelson Sand & Gravel Facility. S High Zone Raw Water Main Project - Approve Plans and Specifications and Authorize Bidding Staff Recommendation: Adopt Resolution 2025-016 approving the plans and specifications and authorizing bidding for the High Zone Raw Water Main Project. T Low Zone Treatment Plant and Utility/Engineering Building Fiber Optic Cable Project – Change Order #1 and Final Payment Staff Recommendation: 1) Approve Change Order #1 in the amount of $1,100. 2) Adopt resolution 2025- 017 approving the final payment for the Low Zone Treatment Plant and Utility/Engineering Building Project to Castrejon Inc. in the amount of $68,504.70. U Ravine Parkway - 85th Street to Keats Ave - Authorization of Feasibility Report Staff Recommendation: Adopt Resolution 2025-023 authorizing the preparation of a feasibility report for Ravine Parkway from 85th Street to Keats Ave. V 2025 Pavement Management - Approve Plans & Specs and Authorize Bidding Staff Recommendation: Adopt Resolution 2025-021 approving the plans and specifications and authorize bidding for the 2025 Pavement Management Project. 8 Approve Disbursements A Approve Disbursements 9 Public Hearings A Property Tax Abatement for a portion of the 2025A Bonds Staff Recommendation: 1) Hold public hearing for property tax abatements in connection with the bond 3 issuance for the irrigation project at the golf course. 2) Adopt Resolution 2025-018, approving the property tax abatements. 10 Bid Awards 11 Regular Agenda A Lochridge - Zoning Amendment and Preliminary Plat Staff Recommendation: 1) Adopt Ordinance No. 1093 approving the zoning amendment to change the zoning of 72.18 acres from AG-2, Agriculture, to R-4, Transitional Residential. 2) Adopt Resolution 2025-020 approving the Preliminary Plat for a subdivision to be called Lochridge, which will consist of 99 lots for single- family homes and 84 townhome units. 12 Council Comments and Requests 13 Workshops - Open to Public 14 Workshops - Closed to Public 15 Adjournment 1 City Council Action Request 7.A. Meeting Date 2/19/2025 Department Administration Agenda Category Action Item Title 2025 Strategic Planning Meeting Minutes and Strategic Directions Staff Recommendation Accept the 2025 Strategic Directions. Budget Implication N/A Attachments 1. Strategic Plan Memo 2. 2025 Retreat Final Memorandum 3. Vision Mission and Strategic Direction Placement TO: Honorable Mayor and Council FROM: Jennifer Levitt, City Administrator DATE: February 14, 2025 RE: Strategic Plan Update Discussion On January 25, the Council met with staff to discuss the strategic plan for 2025. A copy of the meeting minutes from Ethical Leaders in Action is attached. The meeting started with reviewing strategic accomplishments from 2024 then moved into discussions around the housing study, the east Ravine development plan, upstream ideas for the city to implement, the Innovation Village small area study, and a general development discussion followed by setting the strategic directives for 2025. While the three pillars of Enhancing Quality of Life for Residents, Thriving Business and Tourism Environment and Remain an Employer of Choice remain unchanged for 2025, the success factors under the Strategic Directions were updated to reflect the discussion at the meeting. The four Strategic Directions include Engaging Residents Where They Are, Continuing Sustainable Growth, Making Cottage Grove a Recreation Destination, and Remaining an Employer of Choice. Associated with each direction are success factors outlining expected results. A few of the new success factors include create and conduct community survey in 2025, work with consultant to review Standards of Cover within the Fire Department, study East Ravine Parks & Trail Plan to assure both recreational service and financial preparedness for impending development, front desk and Council Chambers security plan, and create a new Insurance Committee. The full list of success factors can be found on the attached placemat. Recommandation : Accept the 2025 Strategic Directions. MEMORANDUM TO: Jennifer Levitt, City Administrator, City of Cottage Grove FROM: Chad Weinstein and James Fischer, Ethical Leaders in Action DATE: February 10, 2025 RE: Outcomes from 2025 City Leadership Retreat Introduction This memorandum is respectfully submitted as the final deliverable of our engagement as co-planners and facilitators of the 2025 Cottage Grove City Leadership Retreat. It is intended to capture the outcomes and spirit of the relevant discussions which took place throughout the day. Retreat Objectives The retreat was held on January 25, 2025, in the Training Room at City Hall. The objectives for the retreat were to: • Recognize progress made on, and recommend future initiatives for, the current strategic plan. • Review the results of a housing study to inform future strategic plans. • Revisit commercial and residential development plans to update strategies. • Inform elected officials of actions taken in the past year to identify and address upstream risk factors, and future actions planned based on those insight from the professional perspectives of staff leaders. The retreat is also an opportunity for elected and appointed leaders to reconnect and reflect on the state and future of the City of Cottage Grove. The retreat objectives and agenda were created by senior staff in partnership with Ethical Leaders in Action (ELA), then modified based on input from elected officials. We solicited this input through email and in voluntary interviews. This memorandum is intended to capture direction, questions, and the spirit of discussion from both elected and appointed officials. Particular attention is given to the general will of the council expressed in this working session, typically offered in response to questions raised by staff leaders. The document is organized based on the agenda of the retreat. Introductory Activity: Strategic Accomplishments in Perspective For this first module, small groups of mixed council and staff rotated around the room to stations that held pre-printed posters showing a Strategic Direction and the corresponding progress in that area. Participants reviewed the notable accomplishments of 2024, identified their highlights, and commented on what inspired them about these achievements. The number at the end of a bullet identifies how many people rated the accomplishment as a highlight: • Engaging Residents Where They Are • Continue to develop video communications. 3 o SWCTC produced 81 videos/ Added 239 YouTube subscribers/ Currently have 155,871 videos on YouTube. Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 2 • Continue to update and refresh of the city’s website. 1 o Continually monitoring the website to make sure information is timely and relevant. • Dowdle puzzle development and marketing plan. 6 o The Dowdle marketing plan along with editorial calendar was developed at the beginning of the year. Communications continued to follow this plan through the unveiling on Sept. 14 and has adjusted accordingly to demand. Total 2024 sales are 1,092. Promotion of the puzzle is ongoing, and sales will continue into 2025. • Enhance residents’ knowledge of commissions/volunteer opportunities through video communication. 2 o Worked with SWCTC to create both short form videos and more in-depth videos explaining each of the city’s commissions. • Develop community survey in 2025. 1 o This has been built into the proposed budget for 2025. The city will be entering into a contract with Polco to conduct the National Community Survey and provide the city with benchmark data about city services. Additional comments on Engaging Residents Where They Are: • Epic Strawberry Fest! • Videos de-mystify city operations and show our personality. • SWCTC continues to find new and innovative ways to showcase the amazing work our staff does. • The wave video! Lots of likes. • Video monitors in places where people stand in lines or at retail locations, showing such videos. • Hiring a well-rounded experienced Communications Manager has a huge accomplishment. • Credit to all involved in the Dowdle puzzle project for being flexible and strategic on that. • The adaptation to our community’s viewing preferences (short videos) and material that connects to a wide audience. • Citizen survey related to the community center/park amendment wanted. • Future partner with 833 and Athletic Association • Continuing Sustainable Growth • Collaborate with Washington County on the redevelopment and planning for the Park Grove Library. o The city continues to support the county in design considerations, ideas and future services. • Initiate a Housing Plan. 1 o Maxfield Research has completed a housing market study in Cottage Grove. • Develop and implement the next phase of Business Retention and Expansion Program. 1 o The BRE Program was successfully launched. Participation in the business survey was approximately 19%. • Continue to aggressively pursue state and federal funding for the County 19A and 100th Street Realignment Project. 1 o The City was successful in obtaining $5 million through the Minnesota Highway Freight Program in 2024, along with $1.667 million in a joint request with Washington County through Congressionally Directed Spending. Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 3 • Implement 3M settlement projects while maintaining an interim treatment plan that meets all PFAS standards. 4 o Due to the lowered state Health Based Values and federal Maximum Contaminant Levels for PFAS, Wells 11 and 12 will be treated by the Intermediate Zone Water Treatment Plant. • Work collaboratively with developers at Shoppes at Cottage View. 2 o The owner of the property reported that he has asked the developer for development numbers to better understand the challenges that prevent them from moving forward. • Issue an RFP for the services of a consultant to assist in creating an Economic Development Strategic Plan and Small Area Study. o A final plan has been completed for review and discussion by the Council at the 2025 Strategic Planning Retreat. • Develop a strategic plan for the Convention and Visitors Bureau. 1 o Chandlerthinks is currently in the process of completing its final phase of outreach, research, and final report. • Remain a Step 5 Green Step City by continuing to improve sustainability across a variety of metrics. • Final approval for the city’s permanent and temporary sign code implemented streamlined standards. Public education was done on the new code requirements. • Greater trend of home permits issued with 330 new home permits (single family and town home) issued in 2024, trending greater than 2023 with 290 new homes permits issued. 1 • Secured a $30,000 CLG Grant through the State Historic Preservation Office for completion of a historic context study for suburban expansion in Cottage Grove between 1945-1990. 1 • Completed the first proactive code enforcement sweep of the new proactive code enforcement strategic plan. • Roers, LLC who are building a 144- unit multi-family affordable and senior living project received $1.96M in Tax Increment Finance funding. • EDA approved an HRA Levy to help fund housing and redevelopment activities in the city. First HRA levy ever done in Cottage Grove. 1 • EDA approves funding to support comprehensive, city-wide broadband program. • Developed an in-house water meter replacement program to be completed with City staff, beginning in 2025. • Implemented the 14th street snowplow route and fourth sidewalk route. • Continued to enhance our use of the city GIS system, related to Emergency Management, Stormwater Inspection, Plowing, and Forestry. • Commissioned two new dump trucks after working through a two-year lead time. • Completed 1,510 work orders in the fleet division and 333 in the facilities division in 2024. • Developed 10-year plans for pavement management, mill and overlay, and thin overlay projects. Additional comments on Sustainable Growth: • Pursuing state and federal funding for the County 19A and 100th Street Realignment Project should be a top priority. • We must build out our retail and commercial areas. • Great job pursuing outside funds; gaining grant funds is very important. • Kudos to the staff for being innovative and keeping our community ahead of the game. Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 4 Making Cottage Grove a Recreation Destination • Develop park and building plans for Mississippi Reserve Park. 4 o Created Mississippi Dunes Park Master Plan. Completed a building concept design for the park. Completed grant application for park development. • Develop education materials for local option sales tax referendum. o Worked with consultants to plan and execute communication to residents to inform them of the three projects, show the concept plans, and provide the tax impact if the projects pass. Also attended community events. • Develop plans for the Kingston Park Building. 1 o Building and site design plans and specifications are 90% complete. • Create unique recreational places and spaces that are signature landmarks to Cottage Grove. 3 o Glacial Valley Park opened to the community and has realized exceptional usage of the facilities. • Leverage key recreational facilities and park buildings to be points of pride for the community. 3 o We continued to reinvest into our existing parks and take care of what we have by replacing aging recreational facilities such as playgrounds at West Draw, Nina’s and Granada Parks and replacing sports lighting at Woodridge Park to improve playability and reduce energy use. • Began habitat restoration process of over twenty-two acres within the Cottage Grove Trailway Corridor with over $157,000 in grant funding from the MN DNR Conservation Partners Legacy program. 2 • Added Pickleball programming with nearly 400 registrations for club membership, leagues and tournaments. • Converted PaddleShare kayak trailer to allow for snowshoe rentals during winter months. • Added No School youth programming options such as Election Day at Peter Thompson Park • Managed over 40% increase in facility/event permitting revenue in our park system and have created a strategy for development of an online platform for program registrations. • 2025. Ice Arena and River Oaks Golf Course and Event Center posted a net profit. River Oaks generated over 42,000 rounds of golf in 2024. • Planted nearly 100 trees at Sunnyhill Park, Pine Tree Pond Park and Kingston/Grey Cloud Elementary/CGMS campus as part of Arbor Day program. • Added party lighting system to Ice Arena’s west rink to expand programming options and to enhance event experiences. • Added solar panels to the Ice Arena’s west rink roof which is expected to generate over 300,000 KWH of clean energy with utility savings of $25-30K. • River Oaks Launched a set tournament fee that reduces frustrations and potential for pricing inequities. • Replaced nearly a half mile of cart paths and cleared over an acre of wooded areas to improve playing experience at River Oaks Golf Course. • Hired new Executive Chef and created a new menu and have solidified a deeper team of kitchen staff. • Reclassified our Twin Cities Public Country Club Membership. Additional comments on Making Cottage Grove a Recreation Destination: • The park & trail system is a jewel in the crown of our city; credit to Parks & Rec. • River Oaks is a well-maintained and highly thought of public course. • City staff have done a great job with programming toward this goal. • Outstanding parks, green space and golf! Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 5 • Habitat restoration is often an underappreciated effort. But the benefit of the environment and habitat has a generational impact. CG is way ahead of trends in this area. • There is finally a plan for the Kingston Building; lots of excitement! • We have an amazing Parks & Rec staff and a Council that supports them. Remain an Employer of Choice • Continue to develop and implement DEI strategies. o The city worked with the Center for Economic Inclusion at the beginning of the year to complete the racial equity dividends index. The city continues applicant diversity tracking. • Develop training programs for employees at all levels such as the Management and Leadership Development Academy and the Learning to Lead Academy, Book Studies and Guest Speakers. o Employee Training Plans – all employees met with immediate supervisor to develop an individual training plan. The city hosted the inaugural Managers Summit in February along with a Fall Book Series on Upstream. • Continue to grow and enhance employee engagement programs. (GOLD, Police and Fire awards programs, Health and Wellness) o River Oaks hosted the Police and Fire dinner and awards recognition as well as the milestone anniversary lunch and awards. The city awarded 7 GOLD awards to nominated employees. The Wellness Committee continues to plan monthly activities for staff. • Start retention interviews, continue new hire interviews, and Lunch and Learn enhancement. o The first round of retention interviews were completed in February. 10% of employees from each department were selected at random for the first round later opening to all employees. A total of 25 retention interviews were completed in 2024. Human Resources continues with 90-day new hire interviews for every new employee, totaling 17 in 2024. Each department participated in hosting one Lunch and Learns. Service award lunches continued in 2024. • Settle all union contracts in 2024. • S&P Global reaffirmed our AAA bond rating with the 2024 A Bonds issuance. • Received GFOA Certificate Award for Financial Report for the 33rd consecutive year. • Since the FMP has been prepared it is easier to understand the projects that need to be bonded each year. This led to the opportunity to issue bonds early in 2024 in order to capture lower interest rates. • The City had 37 personnel actions for regular, full and part-time employees. Which includes hirings and promotions. • The city had 147 seasonal hires. This number does not include returning staff. Additional comments on Remain an Employer of Choice: • Internal leadership training is done well and I appreciate how they are attended by all departments, including union staff. • Very well-managed city; thanks for the raise! • We invest in people – our culture is great! • Settling union contracts can be an arduous task. There was a lot accomplished this year; done fairly and with open dialogue. • The council appreciates the hard work to settle the contracts fairly and competitively. • Our onboarding process has streamlined and is much easier and quicker to manage. • Part-time/seasonal employees allow for flexibility and are financially cheaper. When done right, these employees are key to our success in delivering service. • We work to understand our culture and how someone fits that culture prior to hiring. Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 6 • Kudos to the Finance team for achieving and maintaining our AAA Bond Rating. This has a positive impact on everything we do. Protect at all costs. • Continue to take time to celebrate the accomplishments of individuals and teams. Public Safety Strategic Direction POLICE Staffing 3 • Hired 4 Police Officers, INV Aide & Records Specialist • Added Social Worker (Case Management Unit) • Added Traffic Safety Officer • Investigative Aide to full-time • Promoted Records Specialist to Crime Analyst • Added Reserve Officers • Added Community Impact Sergeant • Added Administrative Sergeant Strategic Planning 6 • Developed and Adopted Police 5-year strategic plan, core values, and vision • Developed a staffing plan for police to address growth (identified benchmarks and service levels) • Quarterly & annual reports to measure and maintain progress on strategic goals Response Times/Calls for Service • Down to 5.5 minutes from 6.0 minutes for priority 1 calls with minor emphasis. Wellness, Recruitment and Retention 1 • Positive Impact Committee • New wellness & peer support policies • Provided annual mental health checks and medical screening, CISDs, peer support and chaplain support, and free counseling • Assigned squad (take home) program • Employee appreciation & awards banquet • Employee of the quarter awards • Years of service recognition • Labor contracts • Actively recruited and developed a CSO Cadet program • OSHA inspection • Job Fairs • Explorer Post Technology and Equipment • CrimeView Mapping • Vector Solutions Check-It & FTO Solutions Software additions • Automated License Plate Readers (ALPR) - pilot program • Flock (exploring) • Purchased and installed new outdoor warning siren • Hazard Mitigation Grant Program application submission for 2 new outdoor warning sirens Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 7 Community Engagement 1 • Explorer Program • Citizens Academy • Night to Unite • Open House • Safety Camp • Strawberry Fest • SafeCam program • Police services survey • Online crime reporting • Latino Peace Officer Association – Shop with a Cop • Military support and cancer awareness patches • Public Safety Board partnership • Christmas gift program participation (BTYR and CG Lions Club) Miscellaneous • Event staffing/officers assigned to special events • Planned and hosted a train derailment tabletop exercise for Cottage Grove with 110 internal and external participants • EOC activation for severe weather event (August 2024) • All Hazard Plan updated FIRE Staffing 3 • Hired 7 full-time firefighters • Hired 7 part-time firefighters (3 with 2025 start dates) • Additional Deputy Fire Chief • Promoted New Fire Chief • Promoted two new Deputy Chiefs and two Fire Captains • Established Fire Inspector/FAO position • Established Community Paramedic positions • Community Paramedic with Case Management partnership Strategic Planning 5 • Developed a Fire/EMS 5-year strategic plan, core values and vision • Developed RFP for Standards of Cover/Community Risk Reduction Study • Developed a staffing plan for Fire/EMS to address growth (identified benchmarks and service levels) Response Times/Calls for Service • 4930 calls for service • 7.1% increase from 2023 (4603) • 61% increase from 2017 (3070) • Maintained Response times • Fire response times: 6:37 minutes (emergency calls) • EMS response times remain better than state averages: 6.22 minutes (emergency calls) Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 8 Wellness, Recruitment and Retention 2 • Retention, Recruitment and Recognition Committee • Updated workout equipment • Provided annual mental health checks and yearly medical screenings, CISDs • Employee appreciation & awards banquet • Accelerated firefighter/paramedic program • Instructors at Paramedic and Fire training • Century College • Inver Hills • Ride Along Program • Phoenix Award (life-saving award) • Promotional positions with incentive pay for Community Paramedics and Fire Inspector/FAO • Second Language Training opportunities • Robust training opportunities for all firefighters Technology and Equipment • Exploring fire rescue boat • Pre-plan software • Upgraded fire radios • Radio headsets in fire trucks • CAD in all front-line apparatus (command staff, fire trucks and ambulances) • Fire Fleet/Equipment Management (Fleet reduction) • Approved purchase of Fire Tender • Applied for FEMA Grant for new SCBAs • Purchased new cardiac monitors and ventilators Community Engagement 2 • Heart Safe Community • Teddy’s Heart Initiatives • Southern Washington County Community Education Partnerships • School Visits • Day Care Visits • CPR/AED training (business, students and community members) • Safe Haven Program (180 visits to date) • Life Safety Inspections • Fire Open House • Night to Unite • Safety Camp • EMS services survey • Car Seat Safety • Youth Fire Prevention and Prevention (Youth Service Bureau) • Fall Prevention • Public Safety Board partnership Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 9 Miscellaneous • Maintain National Recognition for heart and stroke EMS care • Event staffing/Fire/EMS crews at special events as needed • Full time and part time staff in VCS Software (all staff in Public Safety scheduling software) Additional comments on Public Safety accomplishments: • Accomplishing much while undergoing transition in 2024 – Great job! • Our proactive policing presents a good public image while reducing incident exposure. • Commitment to engaging with the community, forming relationships and educating is absolutely awesome! • Effective use of technology allows us to cover more issues, reduce labor, and help residents. • Credit staff for being highly strategic in both PD & FD to then formulate tactics to fit the plan. • Strategic planning is critical to all other efforts and the foundation for all of the good work that we do. • Very proud to accomplish hiring 4 officers and 1 social worker. This helps our public safety staff focus on public safety. • Heart safe initiative was awesome. Well done! • Our community engagement from Public Safety is awesome, intentional, and makes a difference. Our PD/FD are highly respected. Maxfield Housing Study The second module of the retreat consisted of a review and discussion of the Maxfield Housing Study. The following questions and topics arose and were discussed: • Mortgage and foreclosure rates are relevant statistics; we believe that some homeowners who would like to move are not doing so due to their advantageous mortgage rates. • Does current zoning allow for the additional units that we project in 2030 and 2035? (In short, yes.) • Maxfield’s methods and data for determining demographic diversity differ from those used by the U.S. Census. • The Council can balance investments in market rate versus affordable housing. Investing to support the development of market rate housing may be necessary for some developments; costs can be high, but the yield high in terms of property taxes has historically been good. In any case, the City must not let developers take short cuts. • How will we support subsidized/affordable housing for low-income and seniors? • Do we need to advance transportation initiatives to make us more inviting for funding support? • The EDA should take the lead in developing options for the Council to consider with respect to LAHA. • The council will authorize staff to work on a proposed plan for allocation of LAHA funding. • The council directs the EDA to develop a 10-year plan for the HRA levy to address the issues of affordable housing and affordable senior housing. East Ravine Development Plan The third module concerned the East Ravine Development Plan. The following topics and questions arose during this discussion: • Should CG increase its park dedication fees? • Should CG levy today or bond for land acquisition? • What scale of investment will be necessary to meet public demand for parks? • Could we keep parks simpler to save money? • Could CG offer naming rights to parks or create other sponsorship programs to increase funding? Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 10 • Could the Parks Commission confirm that CG has the right-sized parks in the right locations? • Do the specific geographic features of this land indicate a need to adjust service levels to align costs and benefits of park locations and amenities? • Proceed with a feasibility report for the Ravine Parkway with a reduced median section. • Work with the SWWD to secure land for Vandenberg Lake. • Continue to work with the County on securing the land south of 80th Street. Discussion: Upstream Issues and Efforts After a working lunch that included an information briefing from the Public Safety Department, department heads updated the Council on their year-long efforts to identify and address “upstream” risk factors before they become problems. The following ideas arose from those discussions: • The possibility of customer facing employees having flexibility in work hours by extending office hours and front desk security and design. • Installing ballistic protection for the Council dais. This may be combined with the redesign of the front desk area to enhance both a sense of openness and facility security. • Enlisting support from the Cottage Grove Scramblers and Lions for various projects to help get our message out to the public. • Educating the public on the new road salt system. • Providing Public Safety updates once per quarter in the weekly update to Council. Discussion: the Future of Innovation Village The fourth module was a review of the small area plan for a vision called Innovation Village. Discussions with the corporate land holder are underway; their acceptance of this vision for residential and mixed-use development is an initial, critical success factor. Ideas and questions that arose from that discussion included: • Could there be a train stop there in the future? • How can we save the old buildings, particularly making the old school a focal point? • How can we work with 3M to reassure them that the development will be consistent with their interests? Excellent housing, consistent with the needs of senior, technical and business leaders, combined with natural and commercial amenities, might be highly desirable. • The current visions are for higher-end development. Final Exercise: Advancing the Strategic Directions This final working session was, in some sense, the focal point for the entire retreat. Council and staff returned to the Strategic Direction posters to make notes on their goals and hopes for advancing in each of these directions in the coming year. Participants then reconvened to discuss each of the Strategic Directions in turn, articulating a “consensus” view of Council on goals or areas for staff to develop into proposed plans for each Direction. Engaging Residents Where They Are Discussion-based guidance for 2025: • Develop crisis communication action plan. • Began conversion of utility billing system that will be completed in 2025. The new system will provide a more seamless customer service experience. The new system will be more robust and efficient for city staff. Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 11 • Communications and Administration team to re-vamp Constant Contact email communication. Residents can sign up for five channels through the “Get Connected” tab on the website. One post per week per channel will be shared. • Communications team will work with SWCTC and utilize internal resources to produce a video each week meeting residents where they are and how they prefer to receive their information. • Developing a community survey has been built into the proposed budget for 2025. The city will be entering into a contract with Polco to conduct the National Community Survey and provide the city with benchmark data about city services. Other ideas from the written comments and discussion: • Consider a resident app and/or an employee app (e.g., for work orders, etc.) • Focus on engaging local civic groups and clubs as advocates for accurate information on critical topics relevant to the community. • Develop podcasts or information videos that advance transparency by de-mystifying city operations, humanizing city employees, informing the public and showing the personality of our city. • Implement a web-based work order system for residents to alert public works of issues. • The website has improved, but could we develop a phone friendly app for people to connect with the city. • Try to make the survey consistent enough to compare with previous and future years for comparative assessment. It is important to keep it an annual event. Continuing Sustainable Growth Discussion-based guidance for 2025: • LAHA- Think critically about the impact of policy and investment on community vitality. • Link affordable projects to sites that are less expensive to develop. • Mixed-use districts help us to meet our housing needs. • Prepare and approve a Local Affordable Housing Plan. Staff should develop a policy proposal for LAHA dollars. Other ideas from the written comments and discussion: • Mixed-use districts help us meet housing needs at all points on the economic continuum. • Create an industrial business plan for the city that compares the available labor force over time. Have a more structured plan that is normalized to project services on a per resident basis. • Direct the EDA to begin a ten-year plan for HRA levy. • Find ways to sustainably fund parks to maintain quality of life: Park fees? Dedicated levy? Public art? Continue to coordinate the plan for future park/rec spaces in growth areas. • Relaunching an initiative to improve historical education of the community because CG has a great story that deserves to be shared. • Develop a mobility/transportation plan that shows future routes; add micro-modal transportation to CG. • Pursue feedback from realtors and developers on issues they see as most important around bringing more amenities and medium density housing to the city. Push developers where needed, or as one comment read, “less talk, more action.” • Pursue the vision of Innovation Village (3M is a critical factor); preserve and integrate Langdon School into the development. • Look at Grey Cloud Island master planning. Develop a plan for when Holcim is done mining. • Continue to pursue funds, complete environmental work, design, and platting for 100th Street. • Get the ball moving on the Shoppes – Hotel RFP, Ross land appraisal, etc. Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 12 • Continue to engage the County to be ready when the future of Grey Cloud Island becomes clear. • Remain connected with the Metropolitan Council so we can appropriately influence their planning. Making Cottage Grove a Recreation Destination Discussion-based guidance for 2025: • Think critically about this goal itself. Many of the achievements ascribed to this goal in 2024 primarily contributed to quality of life or services for residents. Could we reword this initiative to “Making Cottage Grove a Recreation and Gathering Destination” and expand it beyond amenities for local residents? • Focus on sports and tournaments. This includes the Ice Arena as well as parks-based athletics fields. • Frame “Ice Arena 2.0.” Complete a study to determine modernization needs such as confirming viability of current location, adding another sheet of ice, office space and lobby circulation. • Hamlet Park – accelerate completion and funding sources. Other ideas arising from written comments and discussion: • Continue to expand recreational programming and diversity of programs. • Embrace the Mississippi River for recreation and tourism. • Consider the scope of parks in East Ravine; should we adjust service levels due to unique features of the area? • Analyze the Lifetime Fitness project in Rosemount; could something like that be done in CG? • Work with the Parks Commission to review park dedication fees, naming rights, or a levy to offset park development costs. • Obtain snow making machinery for our trails to make them a cross-country skiing destination. • Develop a “feature’ of CG that draws tourists (world’s largest swing., ball of twine) • Continue seeking ways to recover costs from recreation operations. • Continue to work with the Watershed District on the Vandenberg Lake acquisition. Remain an Employer of Choice Discussion-based guidance For 2025: • Continue plans to for security re-design of the front desk area. Add ballistic resistance to council dais. • Restart the insurance committee to receive feedback regarding benefits from bargaining units. • Ensure we continue to seek out health and wellness options for both mental and physical health at a reasonable price for all city employees. • Recruiting o Look for programs to assess whether a new employee fits the culture before we hire them. Continue to look at incentives to work here beyond wages. o Ensure our benefits are at least market average. • Retention o Currently wages/benefits are competitive, stay on this. o Develop a new public works leadership series. o Continue investing in training and other retention efforts. Continue open conversations as part of employee retention interviews. Summary Notes for Cottage Grove Council-Staff Retreat 2025 Page 13 Other ideas from written comments and discussion: • The Financial Management Plan is good for overall planning, and we need to continue to assess our performance compared to it. • Consider the flex schedule for front desk/customer-facing employees and improve security in this area. Public Safety Strategy This is not one of the formal strategic directions on the strategic plan, but is of course a topic of key strategic importance. The following comments were captured from the written comments: • Continue cooperative equipment sharing where feasible. • Continue aggressive recruitment. • Keep people as the #1 resource. Parking Lot Topics The following items were placed in the “parking lot” for future discussion or action; items that are also covered in the discussion notes above have been omitted from this list. • Consider adjustment of park service level for East Ravine between 70th & 80th. • Find foreclosure trend data. • Push DNR to restore its part of Mississippi Dunes to native oak savannah; enlist Friends of Mississippi to partner in the effort. • Note homeowner concerns regarding a trail on the south shore of the Lake Robert. • See what can be done about the North Point fence panels that keep falling down. Conclusion The retreat adjourned at approximately 3:45 PM. The facilitators wish to express their gratitude for being invited to return for the 2025 retreat. It is a privilege and a distinct pleasure to work with the appointed and elected leaders of the City of Cottage Grove. MISSION STATEMENT THREE PILLARS SUCCESS FACTORS STRATEGIC DIRECTIONS SUCCESS FACTORS To promote community pride and create a high quality of life by providing excellence in the delivery of public service to residents and businesses. Enhancing Quality of Life for Residents Thriving Business and Tourism Environment Remain an Employer of Choice Cottage Grove strives to provide life cycle housing for all residents through diverse housing options. Provide positive, responsive, and professional interaction with all services offered by the city while maintaining a safe and thriving community. Cottage Grove has a wide variety of premier commu- nity events, recreational amenities and natural open spaces for everyone to enjoy. Assure sustainable environmental standards and health practices including providing treated drinking water to meet all state and federal standards for PFAS. Cottage Grove aims to create a dynamic busi- ness environment which generates jobs and increases tax base. Cottage Grove partners with the local Chamber of Commerce to support local businesses and creates an environment to succeed. Cottage Grove Public Safety provides proactive community-oriented services to assist businesses. Cottage Grove Convention and Visitors Bureau supports the hotel and event community locally to promote tourism in Cottage Grove. Cottage Grove strives for a diverse workplace that is reflective of the community. Cottage Grove seeks to recruit and retain top talent, offering ongoing training and career opportunities. Cottage Grove has achieved an organizational culture dedicated to efficient operations and excellent delivery of services. Cottage Grove is a good financial steward which leads to a stable work environment. Engaging Residents Where They Are Continuing Sustainable Growth Making Cottage Grove a Recreation Destination Remaining an Employer of Choice Develop training programs for employees at all levels such as the Management and Leadership Development Academy and the Learning to Lead Academy, Book Studies and Guest Speakers. Create strategic video communications that demystify city operations and humanize City government. Update and refresh the city’s website and make it mobile friendly. Conduct an ongoing review of social media performance to ensure platforms and content meet the needs of the organization, including potential use of new/different platforms. Develop crisis communication plan. Create a city podcast. Create and conduct community survey in 2025. Develop an EDA 10-year HRA levy plan and policy for LAHA Funds. Continue to aggressively pursue state and federal funding for the County 19A and 100th Street Realignment Project. Implement 3M settlement projects while maintaining an interim treatment plan that meets all PFAS standards. Work to facilitate the development of Shoppes at Cottage View with an RFP for a hotel. Remain a Step 5 GreenStep City by continuing to improve sustainability across a variety of metrics. Pursue development of Mississippi Dunes Park with pursuit of 3M Settle- ment and MN DNR grant funding. Care for and/or reinvest into current recreational assets, including Kingston Park Building and Ice Arena Study East Ravine Parks & Trail Plan to assure both recreational service and financial preparedness for impending development Create unique recreational places and spaces that are signature landmarks to Cottage Grove. Leverage key recreational facilities and park buildings to be points of pride for the community and improve the local economy Continue to grow and enhance employee engagement programs. (GOLD, Lunch and Learn, Safety Committee, Health and Wellness) Continue retention interviews and new hire interviews. Develop Master Plan for Grey Cloud Island Continue to invest in Public Safety Technology. Work with consultant to review Standards of Cover with in the Fire Department. Develop a Financial Plan for the development of the East Ravine Infastructure. Broadband/Fiber RFP Therapy Dog Front Desk and Chambers Security Plan Employee Recognition Programs (Years of Service, Police, Fire) Create a new Insurance Committee 3R - Fire, Positive Impact Team - Police Continue the use of the Financial Management Plan Implement CVB Strategic Plan 1 City Council Action Request 7.B. Meeting Date 2/19/2025 Department Parks, Recreation and Natural Resources Commission Agenda Category Action Item Title Parks, Recreation, and Natural Resouces Commission Meeting Minutes (12/09/24) Staff Recommendation Approve the December 9, 2024, Parks, Recreation and Natural Resources Commission Meeting minutes. Budget Implication Attachments 1. 12.9.24 Minutes Minutes City of Cottage Grove Parks, Recreation and Natural Resources Commission Meeting December 9, 2024 Pursuant to due call and notice thereof, a Cottage Grove Parks, Recreation and Natural Resources Commission Meeting was held on December 9 ,2024. I. CALL TO ORDER & READING OF MISSION Meeting called to order at 7:00pm at City Hall II. Roll Call Members Present: Samanthia Crabtree, Susannah Brown, Kelly Glasford, Adam Larson, Debra Gustafson, Shane Waterman, David Olson, & Justin Waterman Members Absent: None Others Present: Zac Dockter Parks & Recreation Director, Jim Fohrman Parks Supervisor, Molly Pietruszewski Recreation Services Manager, Brad Muckenhirn Parks & Recreation Supervisor. III. Approval of Agenda A Motion to approve agenda made by Commissioner Olson & Seconded by Commissioner Glasford. Agenda approved. IV. Approval of Minutes A Motion to approve minutes from September 9, 2024. Motion made by Commissioner Gustafson & Seconded by Commissioner S. Waterman. Minutes approved. V. Open Forum- None VI. Presentations a. Winter Programming-Presented by Molly Pietruszewski i. Hale to the Bird 5K- Over 688 runners donating $7,500. This was the highest attendance. ii. Holiday Lights Home Tour-Currently we have 40 homes that have registered. iii. Hometown Holiday Event-Approximately 500 attendees iv. Breakfast With Santa Event-Sold out a few weeks in advance, they took over 500 reservations for breakfast. v. CPKC Holiday Train arrives this Wednesday on the coldest day yet this year. We will have a warming tent attendees. This is the 20th year the Holiday Train has stopped in Cottage Grove, and we have already met our $100,000 goal. vi. Winter Activities are in full swing 1. Warming houses and outdoor rinks will be open 12/26 2. Glacial Valley Park will be a new addition this year vii. Puzzle Competition-Will be held on February 8 at Glacial Valley Park. viii. Dust’em Off Vintage Snowmobile Swap will be held on January 4th off 70th & County Rd 19 VII. Action Items a. Hidden Valley Park Improvement Plan i. In 2025 The Hidden Valley Neighborhood is scheduled for pavement management reconstruction. This gives us an opportunity to look at parks and open spaces in the area. Hidden Valley Park currently has a small playground and 2 horseshoe pits. We are looking at moving the trail around to create better ADA accessibility to the playground, adding a picnic plaza, a sport court, landscaping at the entry, and topsoil to improve the grass area. The playground equipment will remain the same. Looking for a recommendation to approve the Master Plan. Commissioner Brown motioned to approve the Hidden Valley Park Master Plan. Commissioner Crabtree seconded. Motioned passed. ii. Belden & Hardwood Park Playground- Brad Muckenhirn presented survey results. 1. Belden Park-The “Webber” was the favored playground style that includes 4 different structures including swings. The “Flagship” was the second choice. We are looking for a recommendation for Belden Park for structure and color scheme. Brad presented the additional comments section for the Commission to review. Commissioner Crabtree stated she likes option number 3 the best as it has more swings and has two separate play areas (one for older kids and one for younger). The park will remain to have the same footprint. The Commission asked for clarification on the survey results as they did not reflect what was in the memo. Design number one was the preferred design by Webber from the survey. Commissioner Gustafson inquired about upkeep/maintenance on the Webber vs Flagship. Jim Fohrman stated they are fairly similar for general maintenance. Zac remined the Commission that when we put a request for a proposal, we do reserve some dollars so that if we would like to incorporate and aspect from a different design into the selected design, we can work with the designers to try to accommodate that. Commissioner Brown preferred Webber design number one, but really liked the car in design two. Commissioner Olson stated that he likes the design that the resident voted on. Zac noted that the car in design two is a non-movable structure that you are unable to climb. Commissioner Crabtree asked if the climbing structures are heavily used by kids. Zac stated that sometimes those are the most popular structures in the park. For older kids stairs and platforms are not “exciting” and are much more expensive so we are trying to move away from those and incorporate more climbing structures. Commissioner Brown motioned to approve Webber design number one. Commissioner Crabtree seconded. Prior to passing, Commissioner Olson asked for clarification on which design they were approving. Zac clarified that design one is the red and blue design by Webber. Motioned Passed. Commission reviewed color options. Electric was the number one preferred color by residents. Commissioner Crabtree asked which colors typically fade faster. Zac stated that purple and red are colors we steer away from, however blue and green are very common. Commissioner Crabtree motioned to approve Electric. Commissioner Glasford seconded. Motion passed. iii. Hardwood Park-Design one by Flagship was the preferred choice, Webber design two was the second choice. Many of the additional comments included shade, basketball hoops, and seating. Zac clarified that the second choice was Webber design three not design two. Commissioner Crabtree asked if we knew the ages of the kids on the neighborhood. Brad stated he was not sure of the demographics of the area, but Zac stated that the neighborhood was built in 2024, it has many townhomes, and some high-end single-family homes so there would be a good mixed demographic. Commissioner Brown liked the first design because the structures are geared towards different levels of abilities and ages. Commissioner Crabtree stated there didn’t seem to be as many climbing functions compared to the Belden Park designs. Commissioner Larson stated that based on the designs it seems that 4 swings seem to be the standard. He inquired if we would be able to add 2 more regular swings. Zac stated that he understands the desire for more swings, however, 4 is adequate. Jim Fohrman added that swing sets take up a lot of space, the fall zone is 1 ½ times the height of the pole front and back, plus half the size on the sides. Commissioner Larson suggested changing out the saddle seat for a balance beam. Commissioner Brown motioned to approved Flagship Design one with a balance beam instead of the saddle spinner seat. Commissioner Crabtree seconded. Motioned passed. Forest & Meadow were the preferred color choices. These colors are very similar. Commissioner Brown asked if the darker brown on the Forest design would be hotter vs Meadow. Zac stated that we have not had issues with that color. Commissioner Gustafson motioned to approve Forest. Commissioner S. Waterman seconded. Motioned passed. b. Granada Park Parking i. Over the summer we had a resident concerned with on street parking at Granada Park as a result of the growth of pickleball activities. We have visited with the resident and his concerns are valid. We have had discussions with Public Works, Engineering, Public Safety, and our Public Services Commission. We came up with a few different options and potential pricing models. Looking for feedback from the Parks Commission. We have three options: The first option is street adjacent parking. This would involve cutting into the park, removing an ash tree to create 8-10 stalls and would cost approximately $15,000. The benefit to this is that you could easily expand in the future if needed. The second option is a dedicated off-street parking lot that would allow for 14-16 stalls and cost approximately $100,000. The downfall of this option is it would be expensive and difficult to expand in the future. The third option is one sided street parking which would extend the length of Granada Park. This option would have nominal costs as we would erect in house “Resident Parking Only”, however, residents would potentially lose the ability to park in front of their own homes. Public Safety advised against “Resident Parking Only” as it is difficult for them to enforce. They advised that if we want to enforce one sided parking they recommended “No Parking” signs on one side of the street. Commissioner Olson supported the street adjacent parking and inquired if we would be replacing the ash tree. Zac stated that yes, we would replace the tree. Commissioner S. Waterman asked how many cars typically are parked to utilize the pickleball courts. Zac stated that we have tried to track parking, however it is very difficult to pinpoint a specific time. Zac has seen upwards of 15 cars during peak hours; however, the homeowner has stated he has seen more. On average, there are a couple or a few cars. Commissioner Crabtree asked if there were plans to expand the pickleball courts. Zac stated it would remain those three courts. Zac stated that this is a good problem to have, people are using the park. Commissioner Larson commented that the dedicated parking lot is farther away from the pickleball courts. If we do the street adjacent parking that still leaves the block open to street parking, Zac agreed. Commissioner Crabtree asked if the resident had a preferred option, however we did not provide options that were laid out like this at the Public Services Commission. Commissioner Brown asked for further information on what would be involved with further expansion of street adjacent parking. Zac explained the process and said you can keep adding additional stalls to the West with the understanding there would be a loss of greenspace. Commissioner S. Waterman asked how 8-10 stalls were decided as the appropriate amount of stalls. Zac stated that amount would help alleviate on street parking with the understanding that there will still be some on street parking. Commissioner Larson asked if we would identify disability parking. Zac stated yes and would work with Engineering on accessibility requirements. Commissioner Olson motioned to approve the recommendation of street adjacent parking. Commissioner Crabtree seconded. Motioned passed. VIII. Presentation of Information a. Commissioner Terms Review i. Zac presented current term statuses. February 28th, 2025 is the last day of the current term and Commissioner Crabtree will be finishing out her 4th and final term on the Commission. b. Referendum Results Report i. Provided a post-election summary IX. Action Updates a. Denzer Park i. We have done some initial site grading and Council just awarded final grading so we can start work in spring 2025. The color scheme pays homage to the family the park is named after who owned Jack’s 76 Service Station. b. CG Trailway Corridor Grant i. A letter was sent to residents in the area advising them we would begin our tree editing (removal) preparing the site for prairie/woodland restoration. c. Oltman/Mississippi Dunes Park Grants i. We are taking a pause on Mississippi Dunes as we are waiting to see if there are additional 3M settlement funds, as well as fishery funding for the boat ramp to be able to piece together these improvements. Oltman Park is currently undergoing plans and specs and will be presented to council by January so we can bid the project out by late winter/early spring. d. Kingston Park Building i. We have been going back and forth with the design to fit the budget and are at about 90% completion for plans and specs. Currently the direction of the council is to begin construction spring of 2026, so bids will go out late 2025. The goal would be to break ground after September to not disrupt summer events. City Council did approve the site upgrades to Kingston Park and work will be completed this spring. X. Donation and Acknowledgements-None XI. Staff Reports & Educational Materials-Submitted for Commission Review XII. Commission Comments a. ACHP Context Study 1945-1990 (Commissioner Olson) i. Commissioner Olson explained that this is a study of the development manmade structures during that period. Once completed they will create an inventory of what might be worth saving by a historical standpoint. b. Washington County Parks Board Meeting Notes i. Land and Water Legacy- Program that passed serval years ago that is similar to a local options sales tax funding approximately $20 Million of bonds the ability to create conservation easements in Washington County. We received $500,000 to purchase some of our land in Mississippi Dunes. These funds are almost depleted however Washington county opted not to put this on the ballot this year as Cottage Grove & Woodbury also had a local option sales tax on the ballot. The County was able to find a way to fund the program for another 2 years and will put it on the 2026 ballot. XIII. Council Comments-None XIV.Adjournment- Motioned by Commissioner Olson. Seconded by Commissioner Crabtree. Meeting Adjourned at 8:14pm. 1 City Council Action Request 7.C. Meeting Date 2/19/2025 Department Administration Agenda Category Action Item Title Economic Development Authority Regular Meeting Minutes (2024- 12-03) Staff Recommendation Approve the December 3, 2024, Economic Development Authority Regular Meeting Minutes. Budget Implication N/A Attachments 1. 12-03-2024 EDA Meeting Minutes MINUTES December 3, 2024 CITY OF COTTAGE GROVE ECONOMIC DEVELOPMENT AUTHORITY (EDA) MEETING 12800 Ravine Parkway South Cottage Grove, MN 55016 Pursuant to due call and notice thereof, a meeting of the Economic Development Authority was held on the 3rd day of December, 2024, at 6:00 p.m. 1. CALL TO ORDER The meeting was called to order at 6:00 p.m. by EDA President Myron Bailey. 2. PLEDGE OF ALLEGIANCE EDA President Bailey asked everyone to please stand and join in reciting the Pledge of Allegiance. 3. ROLL CALL Economic Development Director Gretchen Larson called the roll: EDA President Bailey-Here; EDA Vice President Olsen-Here; EDA Member Carey-Absent; EDA Member Jean-Baptiste-Here; EDA Member Myers-Absent; EDA Member Scott-Here; EDA Member Tschida-Here. Members Absent: EDA Member Carey EDA Member Myers Staff Present: Jennifer Levitt, City Administrator Gretchen Larson, Economic Development Director Brenda Malinowski, Finance Director Others Present: None. 4. APPROVAL OF MINUTES A. Approve the November 12, 2024 EDA Meeting Minutes. EDA Vice President Olsen made a motion to approve the November 12, 2024 EDA Meeting Minutes. Motion was seconded by EDA Member Tschida. Motion passed unanimously (5-to-0 vote). 5. BUSINESS ITEMS - None. 6. PUBLIC HEARINGS A. Adopting Final HRA Tax Levy EDA President Bailey stated our Finance Director, Brenda Malinowski, is going to take us through this item this evening, and he welcomed her. Director Malinowski stated I’m going to do a short presentation before you hold your Public Hearing regarding the Housing and Redevelopment (HRA) Levy for the City of Cottage Grove, and then you will adopt a resolution to approve that levy. Just a reminder that the EDA here in Cottage Grove has both an EDA and HRA authority; so, what that means is that your structure allows for property tax levies for both EDA activities and HRA activities. An EDA Levy, which we’ve utilized in the past, can be used for those traditional economic development activities. An HRA Levy can be used for housing and redevelopment; so, as our community starts to age, we can utilize that for those affordable housing and redevelopment activities. In 2024, the current year, we have an EDA Levy in the amount of $275,000; we use that for economic development activities and some redevelopment activities. Statutorily, by the State, the amount that we can levy is based on our Taxable Value; for 2025, we can levy for EDA activities about $1.1 million dollars, so our $275,000 is well below that limit. The EDA Levy is included on a property tax bill that comes from Washington County, on the same line as the City of Cottage Grove. For our residents and our businesses, they receive a property tax bill from Washington County and it has a line for each taxing jurisdiction within the County. So, there’s a Economic Development Authority - Minutes December 3, 2024 Page 2 of 3 line that says Washington County, and that’s the amount of County property taxes that are being levied. The School District has a separate line, and then the City has another line. Our EDA Levy is on that line that’s called City of Cottage Grove. What we are recommending for 2025 is that we take the $275,000 that we are levying in 2024 and that we create two separate levies: The first levy will be the EDA Levy, and then the second portion, $137,500, will be utilized for the HRA Levy. That HRA Levy is more transparent for our property taxpayers because it’s a separate line item on the property tax bill, it will say Cottage Grove HRA. So, there’s a little more transparency as we start to do those redevelopment and housing-type activities, currently and in the future. An HRA Levy is also subject to limits set by the State; for 2025, it’s about $1.178 million that we could utilize for the HRA Levy. So, this $137,500 that we’re recommending is well below those limits. Here on the screen are allowable uses of the HRA Levy, that was also included in your packet; so, it’s those Housing and Redevelopment activities. For 2025, we have a budget that’s included in the packet. What we’re recommending is that we utilize that HRA Levy in 2025 to pay for staff salaries; we’ll move a portion of staff salaries, that are currently budgeted in the EDA Fund, we’ll move those over to the HRA Fund as we’ll set up a new fund. Then about $25,000 for Professional Services for Housing and Redevelopment type activities for Cottage Grove. Included in the packet also were other cities and counties in the State that currently have HRA Levies; on this slide here that is in front of you are levies in the metro area for cities that have those HRA Levies. We have a new levy, so we were at the bottom of the list with that $137,500. Brenda said with that, I’m happy to answer any questions that you have before you hold the Public Hearing. EDA President Bailey thanked Brenda and asked the EDA Members if they had any questions at this point on this. EDA Member Tschida asked how did we arrive at that 50-50 split for EDA and HRA? Director Malinowski replied we looked at half of the salaries that are in the EDA budget, and we moved a portion of those staff time over, and so it was a way to start utilizing those funds, that are currently the EDA funds, over for that HRA as we determine those costs that we need in the future for those Housing and Redevelopment activities. EDA Member Tschida asked so, I guess, is there something more they can work on now that they’re under the HRA umbrella, as opposed to the EDA? Are they going to be specifically working on more housing policy vs. the EDA? I guess, how are we arriving at who’s going where? Director Malinowski replied right, and we haven’t looked at our staff members, we looked at City budgets each year; some staff members they may be budgeted in the General Fund, but they might be doing EDA activities and vice versa. So, we haven’t looked at specific staff salaries that will be doing that, but as a reminder, we have that Housing Study that’s coming back here early in 2025; so, there would be staff time as we work through that Housing Study for that affordable housing component. So, I would think that the Community Development Director, the EDA Director, the City Administrator, those would be some of those staff salaries that would be utilized in that HRA Levy. EDA Member Tschida said fair enough, I think that’s all I have for now. EDA Member Jean-Baptiste said so, previously, they were under both the EDA and the HRA, and I believe that, and correct me if I’m wrong, but I believe that you had mentioned the maximum levy for the EDA had been like $1.7 million, or something along those lines. But now that they’re split into two, do they each have a maximum levy of $1 million, so the total that they could raise together now becomes over $2 million? Director Malinowski replied that is true. When we did a 10-year Financial Management Plan (FMP) for the City just recently, in 2023, there wasn’t the thought that we would be levying that amount of money, but yes, they do both have a separate authority to levy up to those amounts. EDA Member Jean-Baptiste said got it, thank you. EDA Member Tschida said I guess on the levy question, does a levy increase to either the EDA or the HRA come to the EDA itself, or is that just a City Council question? Director Malinowski replied that’s a good question. The HRA Levy would come in front of the EDA; an EDA Levy is set by the City Council. EDA Member Tschida said, okay, thank you. EDA President Bailey said one of the interesting things, as I think that brings up a good point, our intent has not been, at least not that I can see in the foreseeable future, that we would levy to the max. The whole idea here I think is it’s a little bit more on the transparency side as we go forward. So, when you talk about the half and the half, eventually do I believe, I mean, that our recommendation at some point would be that the HRA, if you will, would take 100% as it relates to the amount of money that currently is being split between our General Fund and then the HRA. As a matter of fact, this year, with the budget that I believe Economic Development Authority - Minutes December 3, 2024 Page 3 of 3 we’ll be approving tomorrow night, the normal $275,000, we just cut that in half; so, we didn’t raise the levy higher for the general taxes in Cottage Grove, we didn’t take above $275,000, we kept it half and half. Do you know what I’m saying? We’re not raising this amount and then raising this amount, it’s flush. I know that sounds really weird for maybe the general public, who might be watching; so, if people are asking, hey, what are you doing with the EDA money or the HRA money, which is under the EDA, this is what it is. One of the challenges, if you saw a lot of the cities out there, one of the big things is that we do get redevelopment opportunities that come to our City; and yes, we do have some money in our EDA Trust Fund, but the reality is that it’s limited. And if we can build up some revenue in this particular fund, then when these bigger projects come by, whether it’s a redevelopment for housing or whatever, we can actually utilize a bigger pot of money. I believe if I heard right, and maybe I’ll look at Jennifer and see if she remembers, I think the levy for Woodbury has what, $2 million in theirs. Do you remember, by chance? Director Malinowski replied that’s the last number I heard. EDA President Bailey said, so, Woodbury has an HRA Levy of about $2 million that they’re kind of sitting there right now, waiting for some other developer to come through where they can put some of that additional money towards a project for affordable housing in Woodbury. I’m just using them as an example because I remember seeing that out in the news. EDA President Bailey said I know there’s nobody in the audience, but to be official, EDA President Bailey opened the Public Hearing to see if anybody wants to speak. As there is nobody in the audience, EDA President Bailey closed the Public Hearing. EDA President Bailey told the EDA Members before you is a recommendation from our staff on this proposal, and we would need to make a motion and a second to go forward. EDA Member Scott made a motion to Approve Resolution 2024-13 authorizing a Final Levy to be set on taxable property of the City of Cottage Grove, Washington County, Minnesota, for fiscal year 2025, a special benefit tax levy, not to exceed $137,500, per the proposed 2025 budget on file with the City. Motion was seconded by EDA Member Jean-Baptiste. EDA President Bailey asked if there was any further discussion. EDA Member Tschida said I’m sure I’ll be the only one who votes no on this, but I’ll state my concerns publicly. I’m concerned that we’re going to come back next year and we’re going to double this $137,000, and we’re going to pass it right now because it’s not an increase; but next year it’ll be twice what it is, and the following year it’ll be twice what it is, and it’s going to snowball and snowball and snowball. I don't know, it’s not something I’m interested in. Motion passed (4-to-1 vote, nay vote by EDA Member Tschida). 7. OTHER BUSINESS - None. 8. WORKSHOP - None. 9. ADJOURNMENT EDA Vice President Olsen made a motion to adjourn. Motion was seconded by EDA Member Scott. Motion passed unanimously (4-to-1 vote, nay vote by EDA Member Tschida). The meeting was adjourned at 6:15 p.m. Respectfully submitted, Gretchen Larson Economic Development Director /jag 1 City Council Action Request 7.D. Meeting Date 2/19/2025 Department Community Development Agenda Category Action Item Title Rental License Approvals Staff Recommendation Approve the issuance of rental licenses to the properties listed in the attached table. Budget Implication N/A Attachments 1. Rental License Approvals CC Memo 2. Rental License Approvals Table TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Samantha Drewry, Code Enforcement Officer DATE: February 13, 2025 RE: Rental License Approvals Background/Discussion Rental licenses are required for nonowner-occupied residential properties (City Code Title 9-13, Property Maintenance, and Title 9 -14, Rental Licensing) and are issued on a biennial basis. The licensing process includes submittal of the rental license application, payment of $180, and public criminal history report. Rental inspections are conducted on all rental properties as part of the licensing process. Once all information has been sub - mitted and the inspection satisfactorily completed, the Council must approve the license prior to it being issued. The properties listed in the attached table have completed the licensing process and are ready to have their licenses issued following Council approval. Recommendation Approve the issuance of rental licenses to the properties in the attached table. 2025 RENTAL LICENSES CITY COUNCIL APPROVAL - FEBRUARY 19, 2025 RENTAL LICENSE NUMBER PROPERTY STREET #PROPERTY STREET NAME PROPERTY OWNER RENT-002554 6990 Pine Crest Trail South Adrian Hurtado RENT-001806-8630 Greenway Avenue South Anthony Constant RENT-001542-8916 92nd Street South Brittany Quam, Homes for Now RENT-002674 8279 Jeffery Avenue South Chakong Thao RENT-002571 6750 Pine Crest Trail South Chris Mauzy, Mauzy Properties RENT-001554-8788 Ironwood Avenue South Christine Schoenhofen RENT-001687 8479 Greenway Avenue South Elysia McDunn, E.A. Investments Inc. RENT-002671 7815 Hemingway Ave S Feng Zheng RENT-001528-9296 Indian Boulevard South Gary Borst RENT-001871-9276 Indian Boulevard South Gary Borst RENT-001272 8037 Scott Boulevard South Gary Dalton RENT-001475-6770 Pine Crest Trail South Grant Schara RENT-001859-8815 Grospoint Avenue South Hoang Nguyen RENT-002691 7378 Timber Crest Drive South Jake Eissinger RENT-001695-8696 Grospoint Avenue South Jason Brisson RENT-001696-7069 90th Street South Jason Brisson RENT-002601 6624 Pine Crest Trail South Jeffery Blixt RENT-002675 6963 99th Street South Justin Feldkamp RENT-001592-8010 Hemingway Avenue South Katherine Sumida RENT-002583 8584 Greystone Avenue South Kenneth Howe RENT-001891-6927 99th Street Court South Kim Racek RENT-002650 6742 Meadow Grass Lane South Michael Johnson RENT-002568 7805 Hemingway Avenue South Michelle Aguilar RENT-001457-8284 Innsdale Avenue South Mike Edgell RENT-001752-6825 Meadow Grass Lane South Mitch Ardnt RENT-001582-7766 Inskip Trail South Patrick Mayer RENT-001782-8834 90th Street South Ramona Westerberg RENT-001628-8300 115th Street South Richard Leicht RENT-001576-6824 Meadow Grass Lane South Rigo Aguirre, JCA LLC RENT-001577-8966 92nd Street South Rigo Aguirre, JCA LLC RENT-001578-7685 Homestead Court South Rigo Aguirre, JCA LLC RENT-001580-7095 Jocelyn Court South Rigo Aguirre, JCA LLC RENT-001861 6893 Pine Crest Trail South Rigo Aguirre, JCA LLC RENT-001586-8996 92nd Street South Sun Xiaoguang RENT-001652-7788 Ivystone Avenue South Todd Kelm RENT-001663-8127 Jasmine Avenue South Washington County CDA RENT-001667-8457 Grafton Avenue South Washington County CDA RENT-001668-8807 Ironwood Avenue South Washington County CDA RENT-001670-7001 Homestead Avenue South Washington County CDA RENT-001671-8901 Ironwood Avenue South Washington County CDA 1 City Council Action Request 7.E. Meeting Date 2/19/2025 Department Finance Agenda Category Resolution Title Accept 2024 4th Quarter Donations Staff Recommendation Approve Resolution 2025-22, Accept Donations for 4th Quarter 2024. Budget Implication N/A Attachments 1. Resolution 4th Quarter 2024 Donations CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2025-22 RESOLUTION ACCEPTING DONATIONS RECEIVED IN THE 4th QUARTER 2024 WHEREAS, the businesses and individuals listed below have made donations to the City of Cottage Grove between October 1, 2024 and December 31, 2024; Received From Purpose Amount Peg Summers, Ted Olson, and Dave Olson Remaining donation for Olson Memorial Trail-in memory of Katherine Olson $1,500 Stantec Reindeer at Hometown Holiday Celebration $2,200 DFMOTO Powersports, Inc Generator donation $1,599 And WHEREAS, the City of Cottage Grove gratefully accepts these donations and recommends that they be used for the proposes intended by the donors. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the donations received in the fourth quarter of the 2024 fiscal year, listed in this resolution, and totaling $5,299 be accepted on behalf of the city operations that they were designated to support, with the sincere thanks of the City Council. Passed this 19th day of February 2025. __________________________ Myron Bailey, Mayor Attest: ___________________________ Tamara Anderson, City Clerk 1 City Council Action Request 7.F. Meeting Date 2/19/2025 Department Administration Agenda Category Action Item Title Reappointments - Commission and Committee Staff Recommendation Approve the 2025 Commission and Committee Reappointments. Budget Implication N/A Attachments 1. 2025-01-24 Commission Reappointment Memo To:Honorable Mayor and City Council Members Jennifer Levitt, City Administrator From:Tamara Anderson, City Clerk Date:January 24, 2025 Subject:Commission Reappointments Discussion: Cottage Grove recognizes the invaluable contributions of our dedicated community members who generously volunteer their time and expertise by serving on city commissions and committees. These individuals play a vital role in shaping the future of our city and providing valuable input on a wide range of important issues to staff and Council. Specific term limits and appointment procedures may vary slightly depending on the commission or committee. Each commission and committee also follow its own set of bylaws that outline specific rules and procedures for its operation. Upon the expiration of their term limits, Commissioners may be eligible for reappointment to their respective commissions, contingent upon: •Commissioners have not reached the term limit •Commissioners have met attendance requirements •Commissioners express a desire to continue serving The following commissioners have expressed interest in serving another term and have met the requirements above: Two-year terms: March 1, 2025, through February 28, 2027: Advisory Committee on Historic Preservation: Jacob Grundhauser, Marie Sumstine, Tony Brinkman, Linda Johnston, Joseph Gall Parks, Recreation and Natural Resources: Susannah Brown, Adam Larson, Debra Gustafson, Kelly Glasford Planning Commission: Evan Frazier, Ken Brittain, Emily Stephens, Pradeep Bhat Public Service Commission: Ron Kath, Kelsey Moyer, Nathan Lotts, Jenny Lotts Three-year terms: January 1, 2025, through December 31, 2028 Convention and Visitors Bureau: Laurie Lavine Staff Recommendation: Approve the reappointment of the Commissioners detailed in the memo to their designated Commissions. 1 City Council Action Request 7.G. Meeting Date 2/19/2025 Department Community Development Agenda Category Action Item Title Planning Commission Appointment - Woodman, Terrence Staff Recommendation Appoint Terrence Woodman to the Planning Commission to a term ending on February 28, 2027. Budget Implication N/A Attachments None 1 TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Justin Olsen, Councilmember DATE: February 19, 2025 RE: Planning Commission Appointment - Woodman, Terrence Discussion This memo is in regard to the vacant position on the Planning Commission. Following the application submitted by Mr. Terrence Woodman, I conducted an interview to assess his qualifications and suitability for this role. Mr. Woodman possesses a strong background in engineering and construction. He enjoys tracking and following major road projects and new developments in the community. During the interview, Mr. Woodman articulated his understanding of the Planning Commission and his desire to increase business opportunities in the community. He also expressed a strong commitment to fiscal responsibility, collaborative partnerships, and community engagement. Mr. Woodman's family is actively engaged in civic leadership, which includes service on the Public Safety Board. I am confident that Mr. Woodman will be a valuable asset to the Planning Commission and will contribute significantly to its efforts. Therefore, I am pleased to recommend Mr. Terrence Woodman for appointment to the vacant seat on the Planning Commission, with a term ending February 28, 2027. Recommendation Appoint Terrence Woodman to the Planning Commission to a term ending on February 28, 2027. Attachments None 2 1 City Council Action Request 7.H. Meeting Date 2/19/2025 Department Administration Agenda Category Action Item Title Business License Renewal - Highnorth Staff Recommendation Approve the renewal of an Intoxicating Hemp License to Highnorth Dispensary allowing them to continue to sell Lower Potency Hemp products. Budget Implication N/A Attachments 1. Memo - Public Safety 1 TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Tammy Anderson, City Clerk DATE: February 19, 2025 RE: Business License Renewal - Highnorth Discussion Highnorth Dispensary is seeking renewal of its Intoxicating Hemp license with the City while the Office of Cannabis Management (OCM) finalizes its licensing process. Highnorth will pay the City's $10,200 annual fee ($850 monthly). This fee will be prorated upon OCM licensure, with a refund issued for the remaining balance less the OCM's $125 registration fee and $125 first renewal fee. Upon OCM approval, this license will convert to a Lower Potency Hemp Edible Retailer license. Highnorth plans to pursue additional licensing with the OCM and understands that this will require a separate application, adherence to zoning ordinances, and fulfillment of registration requirements. Recommendation Approve the renewal of an Intoxicating Hemp License to Highnorth Dispensary allowing them to continue to sell Lower Potency Hemp products. Attachments 1. Memo - Public Safety 1 City Council Action Request 7.I. Meeting Date 2/19/2025 Department Communications Agenda Category Action Item Title Minnesota Department of Revenue Lodging Tax Collections Staff Recommendation Approve the letter to the Minnesota Department of Revenue requesting they begin Lodging Tax collection for the City of Cottage Grove. Budget Implication N/A Attachments 1. 02-19-2025 DOR Lodging Tax Memo 2. 02-19-2025 DOR Lodging Tax Request Letter 3. Minutes (2019-12-04) 4. Ordinance - 1017 CG Lodging Tax TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Phil Jents, Communications Manager Brenda Malinowski, Finance Director DATE: February 14, 2025 RE: Lodging Tax Collection with the Department of Revenue Background The City of Cottage Grove has recently begun working with Deckard Technologies to provide the City with advanced data analytics and technology solutions for real estate through its proprietary Rentalscape platform. As a part of the City’s overall approach to short term rentals, hotels, and lodging tax collections, the City is interested in working directly with the Minnesota Department of Revenue (DOR) to take over lodging tax collections on behalf of the City of Cottage Grove. Other municipalities have taken on this approach to lodging tax collections, notably, the City of Woodbury who offered positive feedback to this approach. There are a few key benefits of having the DOR take over lodging tax collections on behalf of the City: 1. The authority and weight of collection requests and enforcement originating from the Minnesota Department of Revenue has a significant impact on overall compliance. 2. The DOR will automatically collect from websites like Airbnb and VRBO where the City currently has no power to collect from short term rental websites and has to rely on owners to send in their tax. 3. Shortens the lag-time before lodging tax collections are received by the City. Budget impact The up-front cost to have the DOR administer the City’s lodging tax collections would be approximately $5,000-6,000. Additionally, there would be a fee of 1% of City lodging tax collections to administer the program which equates to approximately $700 yearly. The cost of utilizing the Department of Revenue for collection would be offset by the additional collections from Airbnb and VRBO short term rentals which are currently not all paying the 3% lodging tax to the city. There will also be savings from staff time with the hours to follow up on when lodging tax payments will be submitted. Costs would be paid from the Convention and Visitors Bureau fund. CITY OF COTTAGE GROVE 12800 Ravine Parkway Cottage Grove, Minnesota 55016 www.CottageGroveMN.gov 651-458-2800 Fax 651-458-2897 Equal Opportunity Employer February 19, 2025 Commissioner of Revenue Minnesota Department of Revenue 600 N. Robert St. St. Paul, MN 55146 Cc: Minnesota Department of Revenue Local Government Services Subject: Request for Administration of Lodging Tax Collection Dear Commissioner Marquart, On behalf of the City of Cottage Grove, I am formally requesting that the Minnesota Department of Revenue administer the collection of the lodging tax for our city pursuant to Minnesota Statutes Sections 469.190 and 297A.99. The City of Cottage Grove has approved a lodging tax rate of 3% on gross receipts from the furnishing of lodging. We request that the Department of Revenue begin administering this tax collection effective April 1, 2025, in accordance with statutory requirements. Included with this letter are the City Council minutes from the date that the ordinance imposing the local lodging tax was approved, which was December 4, 2019. Also included is a copy of the ordinance for the lodging tax regulations, which is City Code Section 1-5-5. Please let us know if any additional information or documentation is required to facilitate this request. We request that the Department of Revenue work with the City of Cottage Grove’s Finance Director to setup the collection of its lodging tax. We appreciate your assistance and look forward to working with the Department of Revenue to ensure efficient tax collection for our city. Sincerely, Myron Bailey Mayor of Cottage Grove 1 City Council Action Request 7.J. Meeting Date 2/19/2025 Department Public Safety Agenda Category Resolution Title Resolution Endorsing Federal Legislation to Reimburse Body Armor Costs for Firefighters and EMS Professionals Staff Recommendation Adopt Resolution 2025-015, supporting federal legislation to reimburse body armor costs for all emergency responders including firefighters, rescue and EMS professionals. Budget Implication N/A Attachments 1. Council Memo Reimburse Body Armor Resolution 2025-015 2. Resolution 2025-015 To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Peter J Koerner, Director of Public Safety Date:February 11, 2025 Subject: RESOLUTION ENDORSING FEDERAL LEGISLATION TO REIMBURSE BODY ARMOR COSTS FOR FIREFIGHTERS AND EMS PROFESSSIONALS INTRODUCTION Violence against firefighters and EMS professionals is a growing concern for emergency responders. Firefighters and EMS professionals co-respond with law enforcement to help care for victims of violence, which includes active scenes where violence may be on-going. Unfortunately, there are many examples throughout the United States where firefighters and EMS professionals were victims of violence when responding to emergencies. A tragic and local example includes the death of Burnsville Firefighter/Paramedic Adam Finseth, who was violently killed in the line of duty during an incident on February 18th, 2024. Police Officers Paul Elmstrand and Matthew Ruge were killed in the line of duty at the same incident as Firefighter/Paramedic Adam Finseth. BACKGROUND Ballistic body armor (also known as bulletproof vests) is an essential piece of equipment required for all responders when responding to violent or potentially violent incidents. Federal programs for ballistic body armor reimbursement, specifically the Patrick Leahy Bulletproof Vest Partnership (BVP) funds, does not include firefighters and EMS responders. Since firefighters and EMS professionals (including the Cottage Grove Fire Department’s Firefighters/EMS Professionals) do not qualify for reimbursement through the Federal BVP for body armor, they lack a critical funding source to outfit all first responders with ballistic vests to respond to incidents of violence. RECOMMENDATION Adopt Resolution 2025-015, supporting federal legislation to reimburse body armor costs for all emergency responders including firefighters, rescue and EMS professionals. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2025-015 RESOLUTION ENDORSING FEDERAL LEGISLATION TO REIMBURSE BODY ARMOR COSTS FOR ALL EMERGENCY RESPONDERS WHEREAS, the Patrick Leahy Bulletproof Vest Partnership (BVP), enacted in 1998, allocated funds to reimburse up to 50 percent of the cost of body armor vests for law enforcement and correctional officers, the bill does not provide similar reimbursement for other first responders: EMTs, paramedics and firefighters; and WHEREAS, since fiscal year 2015, body armor vests have been directly attributable to saving the lives of at least 305 law enforcement and corrections officers (based on Office of Justice Programs data, April 2023). Forty-three of those body armor vests were purchased, in part, with BVP funds; and WHEREAS, the United States has witnessed an increase in violence against all emergency responders, including fire and EMS personnel, according to sources that include the Centers for Disease Control and Prevention, and research published in the National Library of Medicine; and WHEREAS, the Centers for Disease Control and Prevention reported in 2017 that 2,000 EMS professionals are injured each year in a violence-related incident. This results in lost workdays for EMS professionals, which is 22 times higher for EMS providers compared to the national average; and WHEREAS, the State of Minnesota adopted rules to guide 2023 legislation allowing reimbursement for body armor vests for EMS and firefighters, in addition to existing reimbursements for law enforcement and correctional officers; Not all states have approved similar funding; and WHEREAS, emergency responders provide critical services to our communities, and we strive to provide equipment that allows them to do their jobs properly, efficiently, and safely. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, endorses the effort to provide federal funding for body armor for all first responders and those acting in a first responder capacity, and urges the United States Congress to pass legislation providing additional funding for body armor vests and broadening the requirements to including firefighters, rescue and EMS personnel. Passed this Nineteenth Day of February 2025. __________________________ Myron Bailey, Mayor Attest: ___________________________ Tamara Anderson, City Clerk 1 City Council Action Request 7.K. Meeting Date 2/19/2025 Department IT Department Agenda Category Action Item Title Accurint Virtual Crime Center Staff Recommendation Approve the Accurint Virtual Crime Center SaaS in the amount of $6000 annually. Budget Implication Accurint Virtual Crime Center will replace existing background SaaS solutions that are currently budgeted in the 2025/2026 annual budget. The annual amount is $6000. Attachments 1. Accurint Virtual Crime Center Memo Council To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Cc: Brian Bluhm, IT Manager Justin Henseler, Detective Sergeant Pete Koerner, Direct of Public Safety Date: February 5, 2024 Subject: Accurint Virtual Crime Center Introduction Cottage Grove Police Investigations unit conducts background checks for employment verification and case work, currently utilizing various software vendors and tools. In 2024, Detective Sergeant Justin Henseler initiated research into consolidating these legacy systems into a single platform. Following a comprehensive evaluation, the Accurint Virtual Crime Center from LexisNexis has been identified as meeting all requirements outlined by the Investigations team. We therefore recommend its implementation. Accurint Virtual Crime Center LexisNexis® Risk Solutions offers Accurint Virtual Crime Center to law enforcement agencies across the country as a single sign-on, mission-critical tool designed to aid agencies in making key data-driven operational decisions. Providing agencies with a view beyond their own jurisdiction, this solution offers industry-leading, next-generation analytics and features unique to LexisNexis Risk Solutions. Bringing together disconnected data from over 10,000 different sources, including police agencies nationwide, Accurint Virtual Crime Center can replace the multiple tools agencies currently use, with a single solution for locating identity data, retrieving jail booking photos, performing robust analytics, mapping patterns, performing link analysis, and more. With cutting-edge analytics and automated data linking, law enforcement personnel can get a comprehensive view of peoples’ identities. Evidence-based policing allows them to better target investigations, generate leads and solve crimes. Using nationwide crime data, they can also detect patterns and deploy resources efficiently. Accurint Virtual Crime Center helps police agencies be more effective in protecting and serving their communities. Budget Implications Accurint Virtual Crime Center will replace existing background SaaS solutions that are currently budgeted in the 2025/2026 annual budget. The annual amount is $6000. Staff Recommendation Staff recommends the approval of the Accurint Virtual Crime Center SaaS in the amount of $6000 annually. ADDM_ AVCC/ACA/CCM (Q3.21.v1) Confidential Page 1 of 5 Accurint Virtual Crime Center/Accurint Crime Analysis/ LexisNexis Community Crime Map/ AVCC XML Addendum This Accurint Virtual Crime Center/Accurint Crime Analysis/LexisNexis Community Crime Map/AVCC XML Addendum (“Addendum”) sets forth additional or amended terms and conditions for the use of Accurint Virtual Crime Center; Accurint Crime Analysis; LexisNexis Community Crime Map and/or AVCC XML (the “LN Services” provided herein), which are in addition to, and without limitation of, the terms and conditions set forth in the services agreement between the customer identified below (“Customer”) and LexisNexis Risk Solutions FL Inc. or its affiliated entity (“LN”) for the LN Services (such services agreement, the “Agreement”). The LN Services subscribed to herein will be listed on Customer’s Schedule A. Capitalized terms used herein but not defined herein shall have the meanings ascribed to them in the Agreement. I. Public Safety Data Exchange Database 1. LN, as a vendor that processes information for its government customers, maintains the LexisNexis Public Safety Data Exchange Database (“PSDEX”), which contains information related to public safety and law enforcement investigations. PSDEX is compiled from information submitted by PSDEX customers and enhanced by LN data and technology such as LexID or data updates to allow LN’s PSDEX customers to easily search and access information beyond their jurisdiction for analysis, investigations and reporting or other applications to accomplish their mission. 2. In exchange for good and valuable consideration, including access to PSDEX, Customer hereby agrees to contribute public safety information (the “Customer Data Contribution”) that it and other PSDEX customers may use for analysis, investigations and reporting or other applications to accomplish their mission. 3. LN’s obligations. a. LN agrees to provide PSDEX information to Customer. b. LN agrees to provide Customer with instructions for submitting information to the PSDEX database and for using the PSDEX service. c. LN agrees to provide all LN employees, with physical or logical access to Customer Data Contributions, level four security awareness training as defined and listed in the Criminal Justice Information Services (CJIS) Security Policy. d. LN agrees to access, store, and process Customer’s Customer Data Contributions in accordance with the CJIS Security Policy, to the extent applicable to LN’s accessing, storage, and processing of such data. 4. Customer obligations. a. Customer agrees to submit to LN, with reasonable promptness and consistency, Customer Data Contributions. b. Customer acknowledges and agrees that it is solely responsible for the content of the Customer Data Contributions submitted to LN and that it shall use reasonable care to ensure the information submitted is a reasonable reflection of the actual report. Each submission to LN with respect to an incident or subject constitutes a Customer Data Contribution. c. Customer’s disclosure of information to LN is and will be in compliance with all applicable laws, regulations and rulings. d. Customer agrees to access, store, and process other customer’s Customer Data Contributions in accordance with the CJIS Security Policy, to the extent applicable to Customer’s accessing, storage, and processing of such data. e. Customer agrees to notify LN promptly of any change in status, factual background, circumstances or errors concerning any Customer Data Contribution previously provided to LN. Customer further agrees to submit corrected information in a timely manner. Customer agrees that it will fully and promptly cooperate with LN should any inquiry about the Customer Data Contributions arise. f. The following named individual/department shall serve as the contact person(s) for submissions made to LN. The contact person shall respond to requests from LN for clarification or updates on incident reports submitted by Customer during normal business hours, and Customer will not unreasonably withhold from LN information on any such submission. LN shall not reveal the identity of the Customer’s contact person(s) to any other PSDEX customer without Customer’s consent. ADDM_ AVCC/ACA/CCM (Q3.21.v1) Confidential Page 2 of 5 Name: $#Name#$Name Title: $#title# Address: $#companyAdd#$ $#companyAdd2#$ Phone: $#mainPhone#$ Fax: $#fax#$ Email: $#email#$ g. Customer agrees that it will access information contributed to PSDEX by other customers only through LN and any Customer employee permitted access to PSDEX by Customer shall be a CJI Authorized User/Personnel that has undergone appropriate Security Awareness Training as those terms are used in the CJIS Security Policy. h. Customer agrees that, to the extent permitted under applicable law, LN and all other PSDEX customers shall not be liable to Customer, and Customer hereby releases LN and all other PSDEX customers from liability to Customer, for any claims, damages, liabilities, losses and injuries arising out of, or caused in whole or in part by LN or each such other PSDEX customer’s acts and omissions in reporting or updating Customer Data Contributions for inclusion in PSDEX. Other PSDEX customers are intended to be third party beneficiaries of this paragraph. II. General Terms 1. LICENSE GRANT. Customer, at no charge, hereby grants to LN a paid up, irrevocable, worldwide, non- exclusive license to use, adapt, compile, aggregate, create derivative works, transfer, transmit, publish and distribute the Customer Data Contributions (1) to PSDEX customers; and (2) by agreement by initialing below, a de-identified subset (e.g., crime type, date/time of the incident, and the area that the incident has occurred) to third-parties assisting the public with a view of de-identified crime data. For purposes of clarification, Customer is the owner of its Customer Data Contributions and is hereby licensing to LN a copy of its Customer Data Contributions. Customer will not provide a de-identified subset of its data to third parties (initials _________). 2. FBI CJIS SECURITY ADDENDUM. This Addendum incorporates by reference the requirements of the FBI CJIS Security Policy and the FBI CJIS Security Addendum (FBI CJIS Security Policy Appendix H attached hereto as Exhibit A), as in force as of the date of this Addendum and as may, from time to time hereafter, be amended. The parties warrant that they have the technological capability to handle Criminal Justice Information (CJI), as that term is defined by the FBI CJIS Security Policy, in the manner required by the CJIS Security Policy. The parties expressly acknowledge that the CJIS Security Policy places restrictions and limitations on the access to, use of, and dissemination of CJI and hereby warrant that their respective systems abide by those restrictions and limitations. 3. GOOGLE GEOCODER. LN uses Google Geocoder to geocode address locations that do not already contain “X” and “Y” coordinates. Any “X” and “Y” coordinate information provided by the Customer is assumed by LN to be accurate and will not be geocoded by Google Geocoder. Crime dot locations geocoded by Google Geocoder as displayed in PSDEX are approximate due to automated location methods and address inconsistencies. 4. DATA DISCLAIMER. LN is not responsible for the loss of any data or the accuracy of the data, or for any errors or omissions in the LN Services or the use of the LN Services or data therein by any third party, including the public or any law enforcement or governmental agencies. Due to the nature of the origin of public safety information, the data contained in PSDEX may contain errors. Source data is sometimes reported or entered inaccurately, processed poorly or incorrectly, and is generally not free from defect. The LN Services aggregate and report data as provided by PSDEX customers and is not the source of the data, nor is it a comprehensive compilation of all law enforcement data. Before Customer relies on any data, it should be independently verified. 5. LINKS TO THIRD PARTY SITES. PSDEX may contain links or produce search results that reference links to third party websites ("Linked Sites"). LN has no control over these Linked Sites or the content within them. LN cannot and does not guarantee, represent, or warrant that the content contained in the Linked Sites, including, without limitation other links, is accurate, legal, and/or inoffensive. LN does not endorse the content of any Linked Site, nor does it warrant that a Linked Site will not contain computer viruses or other harmful ADDM_ AVCC/ACA/CCM (Q3.21.v1) Confidential Page 3 of 5 code. By using PSDEX to search for or link to Linked Sites, Customer agrees and understands that such use is entirely at its own risk, and that Customer may not make any claim against LN for any damages or losses whatsoever resulting from such use. 6. OWNERSHIP OF SUBMITTED CONTENT. All information provided by a PSDEX customer is offered and owned by that customer. Unless otherwise indicated by written request from Customer, all data will be retained by LN and remain accessible by others in accordance with the provisions of this Addendum. AUTHORIZATION AND ACCEPTANCE I HEREBY CERTIFY that I am authorized to execute this Addendum on behalf of Customer. Required: Customer ORI number (Originating Agency Identifier): $#oriNumber#$ CUSTOMER: Signature: $#signature#$ Print: $#printName#$ Title: $#title2#$ Date: $#date#$ ADDM_ AVCC/ACA/CCM (Q3.21.v1) Confidential Page 4 of 5 Exhibit A FEDERAL BUREAU OF INVESTIGATION CRIMINAL JUSTICE INFORMATION SERVICES SECURITY ADDENDUM The goal of this document is to augment the CJIS Security Policy to ensure adequate security is provided for criminal justice systems while (1) under the control or management of a private entity or (2) connectivity to FBI CJIS Systems has been provided to a private entity (contractor). Adequate security is defined in Office of Management and Budget Circular A-130 as “security commensurate with the risk and magnitude of harm resulting from the loss, misuse, or unauthorized access to or modification of information.” The intent of this Security Addendum is to require that the Contractor maintain a security program consistent with federal and state laws, regulations, and standards (including the CJIS Security Policy in effect when the contract is executed), as well as with policies and standards established by the Criminal Justice Information Services (CJIS) Advisory Policy Board (APB). This Security Addendum identifies the duties and responsibilities with respect to the installation and maintenance of adequate internal controls within the contractual relationship so that the security and integrity of the FBI's information resources are not compromised. The security program shall include consideration of personnel security, site security, system security, and data security, and technical security. The provisions of this Security Addendum apply to all personnel, systems, networks and support facilities supporting and/or acting on behalf of the government agency. 1.00 Definitions 1.01 Contracting Government Agency (CGA) - the government agency, whether a Criminal Justice Agency or a Noncriminal Justice Agency, which enters into an agreement with a private contractor subject to this Security Addendum. 1.02 Contractor - a private business, organization or individual which has entered into an agreement for the administration of criminal justice with a Criminal Justice Agency or a Noncriminal Justice Agency. 2.00 Responsibilities of the Contracting Government Agency. 2.01 The CGA will ensure that each Contractor employee receives a copy of the Security Addendum and the CJIS Security Policy and executes an acknowledgment of such receipt and the contents of the Security Addendum. The signed acknowledgments shall remain in the possession of the CGA and available for audit purposes. The acknowledgement may be signed by hand or via digital signature (see glossary for definition of digital signature). 3.00 Responsibilities of the Contractor. 3.01 The Contractor will maintain a security program consistent with federal and state laws, regulations, and standards (including the CJIS Security Policy in effect when the contract is executed and all subsequent versions), as well as with policies and standards established by the Criminal Justice Information Services (CJIS) Advisory Policy Board (APB). 4.00 Security Violations. 4.01 The CGA must report security violations to the CJIS Systems Officer (CSO) and the Director, FBI, along with indications of actions taken by the CGA and Contractor. 4.02 Security violations can justify termination of the appended agreement. 4.03 Upon notification, the FBI reserves the right to: a. Investigate or decline to investigate any report of unauthorized use; b. Suspend or terminate access and services, including telecommunications links. The FBI will provide the CSO with timely written notice of the suspension. Access and services will be reinstated only after satisfactory assurances have been provided to the FBI by the CGA and Contractor. Upon termination, the Contractor's records containing CHRI must be deleted or returned to the CGA. 5.00 Audit 5.01 The FBI is authorized to perform a final audit of the Contractor's systems after termination of the Security Addendum. 6.00 Scope and Authority 6.01 This Security Addendum does not confer, grant, or authorize any rights, privileges, or obligations on any persons other than the Contractor, CGA, CJA (where applicable), CSA, and FBI. 6.02 The following documents are incorporated by reference and made part of this agreement: (1) the Security Addendum; (2) the NCIC 2000 Operating Manual; (3) the CJIS Security Policy; and (4) Title 28, Code of Federal Regulations, Part 20. The parties are also subject to applicable federal and state laws and regulations. ADDM_ AVCC/ACA/CCM (Q3.21.v1) Confidential Page 5 of 5 6.03 The terms set forth in this document do not constitute the sole understanding by and between the parties hereto; rather they augment the provisions of the CJIS Security Policy to provide a minimum basis for the security of the system and contained information and it is understood that there may be terms and conditions of the appended Agreement which impose more stringent requirements upon the Contractor. 6.04 This Security Addendum may only be modified by the FBI, and may not be modified by the parties to the appended Agreement without the consent of the FBI. 6.05 All notices and correspondence shall be forwarded by First Class mail to: Information Security Officer Criminal Justice Information Services Division, FBI 1000 Custer Hollow Road Clarksburg, West Virginia 26306 Page 1 of 10 Confidential 535164.1v2 Customized Schedule A Accurint Virtual Crime Center (LE and Defense) Any unauthorized revisions to this Schedule A by Customer after receipt of the final version from LN shall be considered unenforceable, and may void this Schedule A at the option of LN. LexisNexis® Risk Solutions SCHEDULE A Accurint Virtual Crime Center Online (Subscription) Customer Name:Cottage Grove Police Department Billgroup #: LN Account Manager:Brian Burson This Schedule A sets forth additional or amended terms and conditions for the use of the Accurint Virtual Crime Center services (“LN Services”), as set forth in the services agreement for the LN Services between Customer and the LexisNexis Risk Solutions entity as further defined therein (“Agreement”), to which this Schedule A is incorporated by reference. For purposes of the Agreement and this Schedule A, all applicable LexisNexis Risk Solutions entities shall be individually and collectively referred to as “LN”. Customer acknowledges that the services provided under this Schedule A are non-FCRA services. 1.SCHEDULE A TERM The term of this Schedule A will be 12 months beginning February 1, 2025 (the "Initial Term"). Following the Initial Term, this Schedule A shall automatically renew for additional periods of twelve (12) months (each one, a "Renewal Term"), unless written notice of termination is provided to either party at least sixty (60) days prior to the expiration of the Initial Term or any Renewal Term. If an account is activated after the first day of a calendar month, charges will not be pro-rated. 2.ACCURINT VIRTUAL CRIME CENTER FEES 2.1 Subscription Fees: Beginning on the effective date hereof, each 12-month period (“Year”) Customer shall pay to LN $6,000.00 (“AVCC Annual Subscription Fee”), to be invoiced in equal monthly installments, in exchange for unlimited use of Accurint Virtual Crime Center, Accurint for Law Enforcement (as further described in Section 2.2) and Accurint for Law Enforcement Mobile. The AVCC Annual Subscription Fee shall include one (1) Database Interface. In the event Customer elects to purchase additional Database Interfaces, Customer shall pay to LN an annual fee of $1,600.00, to be invoiced in equal monthly installments, for each additional Database Interface. 2.2 Accurint for Law Enforcement Subscription: All of the searches and reports included in the attached Price Schedules are referred to as the “Features”. The AVCC Annual Subscription Fee includes unlimited access to all Features, excluding those Features identified herein as Excluded Features but including the Premium Features listed in Section 2.3. 2.3 Accurint for Law Enforcement Premium Features: Email Search Premium, Real Time Phones and Virtual Identity Search & Report, including when these features are report components. 2.4 Jail Booking Search & Report Option: Access to the Jail Booking Search & Report features are included in the AVCC Annual Subscription Fee. The Jail Booking Search & Report data provided under this Schedule A shall only be used for the purposes of determining the arrest/incarceration status of particular individuals and shall serve solely as a tip or lead from which Customer can then initiate its own independent investigation. Any determination reached by Customer with regard to an individual or individuals featured in the Jail Booking Search & Report shall be based solely on data gathered by Customer pursuant to its own internal investigations. 2.5 Features Not Included: The following Features (“Excluded Features”) are not included in the AVCC Annual Subscription Fee and shall in all cases be charged separately according to the pricing specified in the attached Price Schedule: Advanced Sexual Offender Search Bankruptcy Docket Sheet Bankruptcy Documents Canadian Phones Comprehensive Healthcare Business and Provider Report Court Search Wizard DE Corporation Search and Report Page 2 of 10 Confidential 535164.1v2 Customized Schedule A Accurint Virtual Crime Center (LE and Defense) Any unauthorized revisions to this Schedule A by Customer after receipt of the final version from LN shall be considered unenforceable, and may void this Schedule A at the option of LN. FCRA Credit Reports Flat Rate Comprehensive Healthcare Business and Provider Report InstantID Q&A Law Enforcement Location Report News Searches Online Batch Services Property Deed Image Provider Report Card Provider Sanction Search and Report Provider Search and Report Real Time Person Search Workplace Locator XML LN standard pricing will be in effect for any new features made generally available by LN subsequent to the execution of this Schedule A. 2.6 Fee Increases: At the end of each Year, all fees herein will be increased 5.00%. 2.7 Amounts Payable: Customer agrees to pay LN in accordance with any invoice for the fees set forth above. 3.EXPIRATION Unless otherwise accepted by LN, the terms herein are valid if the Schedule A is signed by the Customer and received by LN on or before December 24, 2024. 4.CLOUD SERVICES LN is executing a multi-year plan to move certain LexisNexis Risk Solutions products and services to a cloud environment. Should you have questions regarding this plan, please direct them to your Account Manager. 5.CONFIDENTIAL INFORMATION This Schedule A contains the confidential pricing information of LN. Customer acknowledges that the disclosure of such pricing information could cause competitive harm to LN, and as such, Customer agrees to maintain this Schedule A in trust and confidence and take reasonable precautions against disclosure to any third party to the extent permitted by local and state law. AGREED TO AND ACCEPTED BY: Cottage Grove Police Department Signed: $#5351641-Signed#$ Name: $#5351641-CustName1#$ Job Title: $#5351641-Title1#$ Date:$#5351641-Date1#$ Page 3 of 10 Confidential 535164.1v2 Customized Schedule A Accurint Virtual Crime Center (LE and Defense) Any unauthorized revisions to this Schedule A by Customer after receipt of the final version from LN shall be considered unenforceable, and may void this Schedule A at the option of LN. Accurint for Law Enforcement (Updated January 28, 2024) (Plan 44) (Pricing is per hit unless otherwise indicated. All searches/reports with a price of $0.00 are considered "Standard Features" and are included in Subscription plan.) PRICE SCHEDULE (Subscription) ACCURINT FOR LAW ENFORCEMENT FEATURES PRICE Advanced Motor Vehicle Search $0.00 Advanced Person Search $0.00 Automated Valuation Model (AVM) Report $0.00 Associates ("Next Steps")$0.00 Bankruptcies, Liens & Judgments Search $0.00 Bankruptcy Search $0.00 Bankruptcy Report $0.00 Bankruptcy Docket Sheet ($0.50 For First 5 Pages & $0.20 Per Page Thereafter) (not discountable)$0.50 Bankruptcy Documents (Per Page, Up To Max Charge Of $6 Per Document) (not discountable)$0.20 Boolean Search $0.00 Business Credit $0.00 Business Credit Report $0.00 Business Search $0.00 Businesses In The News (not discountable)$5.00 Canadian Phones $0.40 Civil Courts Search (Report Included)$0.00 CLIA Report $0.00 Concealed Weapons Permit $0.00 Corporation Filings (Report Included Except In Delaware)$0.00 Court Search Wizard (Additional Fees May Apply; Orders Are Non-Refundable)-- -County Civil Lower & Upper Court - 7 Year (not discountable)$35.00 -County Civil Lower & Upper Court - 10 Year (not discountable)$40.00 -County Criminal - 7 Year (not discountable)$25.00 -County Criminal - 10 Year (not discountable)$30.00 -Federal Division Civil - 7 Year (not discountable)$16.00 -Federal Division Civil - 10 Year (not discountable)$25.00 -Federal Division Criminal - 7 Year (not discountable)$16.00 -Federal Division Criminal - 10 Year (not discountable)$25.00 -Statewide Criminal (not discountable)$24.00 Criminal Records $0.00 Criminal Records Report $0.00 DEA Controlled Substances License Search $0.00 Death Records $0.00 Death Records Report $0.00 Delaware Corporations (not discountable)$1.00 Delaware Corporations Report (not discountable)$11.00 Disclosed Entity Service $0.00 Page 4 of 10 Confidential 535164.1v2 Customized Schedule A Accurint Virtual Crime Center (LE and Defense) Any unauthorized revisions to this Schedule A by Customer after receipt of the final version from LN shall be considered unenforceable, and may void this Schedule A at the option of LN. Driver Licenses $0.00 Dun & Bradstreet Global Market Identifiers Search $3.75 Dun & Bradstreet Search (not discountable)$0.25 Dun & Bradstreet Report (not discountable)$3.75 Email Search Premium (not discountable)$0.40 FAA Aircraft (Report Included)$0.00 FAA Pilots (Report Included)$0.00 Federal Civil Court Records Search $0.00 Federal Criminal Court Records Search $0.00 Federal Firearms & Explosives $0.00 Federal Employer ID Numbers (FEIN)$0.00 Fictitious Business Name $0.00 Foreclosures Search (Report Included)$0.00 Hunting/Fishing Licenses $0.00 InstantID Q&A (charged per search)$1.30 Law Enforcement Location Report (charged per search)$1.00 Liens & Judgments $0.00 Liens & Judgments Report $0.00 Marriages / Divorces Search $0.00 Motor Vehicles Search $0.00 Motor Vehicles Report $0.00 MVR Wildcard Search $0.00 National UCC Filings (Report Included)$0.00 NCPDP (National Council for Prescription Drug Programs) Search $0.00 NCPDP (National Council for Prescription Drug Programs) Report $0.00 Neighbors ("Next Steps")$0.00 NPI Data Search $0.00 NPI Report $0.00 Official Records Search (Report Included)$0.00 OSHA Investigative Reports Search $1.00 Passport Validation $0.00 People At Work Search $0.00 People In The News (not discountable)$5.00 Person Alerts Monitoring (Monthly Monitoring Transactions Per Acct.) (Alerts Charged At Regular Price)-- -1 - 50 $0.00 -51 - 250 $0.00 -251 - 500 $0.00 -501 - 1,000 $0.00 -1,001 - 5,000 $0.00 -5,001 - 25,000 $0.00 -25,001 - 100,000 $0.00 Professional Licenses (Report Included)$0.00 Property Deed Search $0.00 Property Assessment Search $0.00 Property Assessment Report $0.00 Page 5 of 10 Confidential 535164.1v2 Customized Schedule A Accurint Virtual Crime Center (LE and Defense) Any unauthorized revisions to this Schedule A by Customer after receipt of the final version from LN shall be considered unenforceable, and may void this Schedule A at the option of LN. Property Deed Report (excluding Deed Image)$0.00 Property Deed Image (additional charge when ordered from within Property Reports) (not discountable)$8.00 Property Search (Property Assessments, Deeds & Mortgages)$0.00 Property Report (Property Assessments, Deeds & Mortgages, excluding Deed Image)$0.00 Provider Search $0.25 Provider Report $5.00 Provider Report Card (charged per search)$5.00 Provider Sanction Search (charged per search)$0.25 Provider Sanction Report $5.00 Real Time Person Search (charged per search)$3.50 Real Time Phone Search $0.50 Relatives ("Next Steps")$0.00 Relatives, Neighbors & Associates ("Next Steps")$0.00 Relavint Visual Link Analysis (Per Diagram)$0.00 Satellite Image Search $0.00 SEC Filings Search $3.50 Sexual Offenders (Report Included)$0.00 USA Patriot Act $0.00 Virtual Identity Search & Report $2.00 Voter Registrations $0.00 Watercraft $0.00 Watercraft Report $0.00 WorkPlace Locator (not discountable)$3.50 Reports Asset Report: Property Deeds & Assessments, Vehicle Registrations, Watercraft, FAA Pilots, FAA Aircraft, and UCC Filings.$0.00 Business Link Report $0.00 Comprehensive Report (Best Value): Summary Report, Associates, Bankruptcy, Concealed Weapons Permits, Criminal Records, DEA Controlled Substances License Search, Driver’s Licenses, Email Search Premium, FAA Aircraft, FAA Pilots, Federal Firearms & Explosives License Search, Hunting/Fishing Permits, Liens/Judgments, Neighbors, People at Work, Phones Plus, Possible Education, Professional Licenses, Property, Relatives (3 Degrees), Sexual Offenders, UCC Filings, Vehicle Registrations, Voter Registration and Watercraft. $0.00 Additional Report Options:-- -Real Time Phone Search (not discountable)$0.50 Contact Card Report: Summary Report: Names Associated with Subject, Contact List: At Home, At Work, Through Family, Through Associates, Through Neighbors, Possible Relocation, Email Search Premium, Address Summary and Phones Plus (optional). $0.00 Finder Report: Address Summary, Others Using SSN, Date/Location Where SSN Issued, Phone Summary, Current Listed Phones, Unverified Phones With Type And Date Indicators, Current Neighbor Phones, Possible Relative Phones (2 Degrees), Possible Associate Phones, Phones At Historical Addresses, Email Search Premium, Bankruptcy Filings And Corporate Affiliations. $0.00 Summary Report: Address Summary, Others Using SSN, Date/Location Where SSN Issued, Census Data, Bankruptcy Indicator, Property Indicator And Corporate Affiliations Indicator. $0.00 Comprehensive Address Report: (Base Report Features: Current And Previous $0.00 Page 6 of 10 Confidential 535164.1v2 Customized Schedule A Accurint Virtual Crime Center (LE and Defense) Any unauthorized revisions to this Schedule A by Customer after receipt of the final version from LN shall be considered unenforceable, and may void this Schedule A at the option of LN. Residents And Phones At Address) Additional Report Options:-- -Bankruptcy $0.00 -Businesses At Address $0.00 -Concealed Weapons Permit Search $0.00 -Criminal Records Search $0.00 -Criminal Records Report $0.00 -Driver Licenses At Address $0.00 -Hunting/Fishing License Search $0.00 -Liens And Judgments $0.00 -Motor Vehicles Registered At Address $0.00 -Neighborhood Profile (2010 Census)$0.00 -Neighbors At Address $0.00 -Property Ownership Current / Previous $0.00 -Sexual Offenders Search (Report Included)$0.00 Comprehensive Business Report (Base Report Features: Name and TIN Variations, Parent Company, and Industry Information)$0.00 Additional Report Options:-- -Associated Businesses $0.00 -Associated People $0.00 -Bankruptcy $0.00 -Business Registrations $0.00 -Corporation Filings $0.00 -Dun & Bradstreet Records (not discountable)$3.75 -FAA Aircraft $0.00 -IRS 5500 $0.00 -Liens and Judgments $0.00 -Motor Vehicles $0.00 -Properties $0.00 -UCC Filings $0.00 -Watercraft $0.00 Custom Comprehensive Report (Base Report Features: Others Using Same SSN, Date and Location where SSN Issued, Company Header, Address Summary, Possible Education, Comprehensive Report Summary) $0.00 Additional Report Options:-- -Associates $0.00 -Bankruptcy $0.00 -Criminal Records $0.00 -DEA Controlled Substances License Search $0.00 -Driver Licenses Information $0.00 -Email Search Premium (not discountable)$0.40 -Federal Firearms & Explosives License Search $0.00 -Liens And Judgments $0.00 -Motor Vehicle(s) Registration (Watercraft & Boat Trailers Included)$0.00 -Neighborhood Profile (2010 Census)$0.00 -Neighbors (Up To 6 Neighbors At 10 Different Addresses)$0.00 -People At Work $0.00 Page 7 of 10 Confidential 535164.1v2 Customized Schedule A Accurint Virtual Crime Center (LE and Defense) Any unauthorized revisions to this Schedule A by Customer after receipt of the final version from LN shall be considered unenforceable, and may void this Schedule A at the option of LN. -Phones Plus $0.00 -Professional Licenses (Report Included)$0.00 -Properties $0.00 -Real Time Phone Search (not discountable)$0.50 -Real Time Vehicle Registrations (charged per search) (not discountable)$3.50 -Relatives (Up to 3 Degrees of Separation)$0.00 -Sexual Offenders $0.00 -Supplemental Data Sources $0.00 -UCC Filings $0.00 Flat Rate Comprehensive Healthcare Business Report (includes Base Report Features and Additional Report Options listed below)$10.00 Comprehensive Healthcare Business Report (Base Report Features: Name, Address and Phone Variations; Parent Company, ID Numbers and Industry Information)$0.50 Additional Report Options:-- -Associated Businesses $1.00 -Associated People $1.00 -Bankruptcy (charged per search)$1.00 -Business Phone Matches $0.25 -Business Registrations $0.25 -Corporation Filings $1.00 -Dun & Bradstreet Records (not discountable)$3.75 -FAA Aircraft $0.25 -IRS 5500 $0.00 -Liens And Judgments (charged per search)$0.25 -Motor Vehicles $0.75 -Properties $1.00 -Sanctions $0.50 -UCC Filings $0.50 -Verification $0.75 -Watercraft $1.00 Flat Rate Comprehensive Healthcare Provider Report (includes Base Report Features and Additional Report Options listed below)$6.00 Comprehensive Healthcare Provider Report (Base Report Features: Gender, Date of Birth, Social Security Number, Tax ID(s) UPIN and NPI number)$0.50 Additional Report Options:-- -Additional Deceased Data Sources $0.00 -Associates $0.00 -Bankruptcy (charged per search) (not discountable)$0.25 -Business Address Summary $0.25 -Business Affiliations $0.50 -Business Phone Matches $0.25 -DEA Licenses $0.25 -Degrees $0.00 -Education $0.50 -Group Affiliations $0.50 -GSA Sanctions (charged per search)$0.50 -Hospital Affiliations $0.50 Page 8 of 10 Confidential 535164.1v2 Customized Schedule A Accurint Virtual Crime Center (LE and Defense) Any unauthorized revisions to this Schedule A by Customer after receipt of the final version from LN shall be considered unenforceable, and may void this Schedule A at the option of LN. -Liens And Judgments (charged per search)$0.25 -Medical Licenses (charged per search)$1.00 -Possible Criminal Records (charged per search)$0.25 -Professional Licenses (charged per search)$1.00 -Sanctions (Disciplinary) (charged per search)$0.50 -Sexual Offenses (charged per search)$1.00 -Specialties $0.00 -Verification $0.75 Online Batch Advanced Person Search $0.50 Deceased Person $0.25 Address (Single)$0.13 Address (Multiple)$0.16 Reverse Phone Append (not discountable)$0.10 Waterfall Phones: Directory Assistance Match, Address And Name Variations, Co- Residents, Phones Plus & Relatives; Add-Ons Possible Relocation, Neighbors & People At Work (Single) $0.23 Waterfall Phones: Directory Assistance Match, Address And Name Variations, Co- Residents, Phones Plus & Relatives; Add-Ons Possible Relocation, Neighbors & People At Work (Multiple) $0.25 Waterfall Phone with Address (single)$0.25 Waterfall Phone with Address (multiple)$0.30 Address and/or Phone Confirmation (per input) (single)$0.03 Address and/or Phone Confirmation (per input) (multiple)$0.04 Phones Plus $0.50 Real Time Phone Search $0.50 Real Time Motor Vehicle Registrations $1.50 Property - Add Up To Five Properties Owned By The Subject $1.00 Consumer InstantID $0.65 Consumer InstantID With Fraud Defender $0.95 Consumer InstantID With Red Flags Rule $0.90 Multiple = 2 Or More Phones/Addresses Returned -- Page 9 of 10 Confidential 535164.1v2 Customized Schedule A Accurint Virtual Crime Center (LE and Defense) Any unauthorized revisions to this Schedule A by Customer after receipt of the final version from LN shall be considered unenforceable, and may void this Schedule A at the option of LN. Accurint for Law Enforcement Mobile (Updated January 28, 2024) (Plan 44) PRICE SCHEDULE FEATURES PRICE Advanced Motor Vehicle Search $0.00 Advanced Person Search $0.00 Business Search $0.00 Motor Vehicles Search $0.00 Motor Vehicles Report $0.00 Phones Plus $0.00 Property Search (Property Assessments, Deeds & Mortgages)$0.00 Property Report (Property Assessments, Deeds & Mortgages, excluding Deed Image)$0.00 Real Time Phone Search $0.00 Reports Comprehensive Report (Best Value): Summary Report, Associates, Bankruptcy, Concealed Weapons Permits, Criminal Records, DEA Controlled Substances License Search, Driver’s Licenses, Email Search Premium, FAA Aircraft, FAA Pilots, Federal Firearms & Explosives License Search, Hunting/Fishing Permits, Liens/Judgments, Neighbors, People at Work, Phones Plus, Possible Education, Professional Licenses, Property, Relatives (3 Degrees), Sexual Offenders, UCC Filings, Vehicle Registrations, Voter Registration and Watercraft. $0.00 Comprehensive Address Report: (Base Report Features: Current And Previous Residents And Phones At Address)$0.00 Additional Report Options:-- -Bankruptcy $0.00 -Businesses At Address $0.00 -Concealed Weapons Permit Search $0.00 -Criminal Records Search $0.00 -Criminal Records Report $0.00 -Driver Licenses At Address $0.00 -Hunting/Fishing License Search $0.00 -Liens And Judgments $0.00 -Motor Vehicles Registered At Address $0.00 -Neighborhood Profile (2010 Census)$0.00 -Neighbors At Address $0.00 -Property Ownership Current / Previous $0.00 -Sexual Offenders Search (Report Included)$0.00 Comprehensive Business Report (Base Report Features: Name and TIN Variations, Parent Company, and Industry Information)$0.00 Additional Report Options:-- -Associated Businesses $0.00 -Associated People $0.00 -Bankruptcy $0.00 -Business Registrations $0.00 Page 10 of 10 Confidential 535164.1v2 Customized Schedule A Accurint Virtual Crime Center (LE and Defense) Any unauthorized revisions to this Schedule A by Customer after receipt of the final version from LN shall be considered unenforceable, and may void this Schedule A at the option of LN. -Corporation Filings $0.00 -Dun & Bradstreet Records (not discountable)$3.75 -FAA Aircraft $0.00 -IRS 5500 $0.00 -Liens and Judgments $0.00 -Motor Vehicles $0.00 -Properties $0.00 -UCC Filings $0.00 -Watercraft $0.00 1 City Council Action Request 7.L. Meeting Date 2/19/2025 Department IT Department Agenda Category Action Item Title ImageTrend Fire Investigations Module Staff Recommendation Approve the ImageTrend Fire Investigations SaaS in the amount of $1500 annually plus a one-time $225 implementation fee for a total of $1725.00 Budget Implication The Investigations add-on is a non-budgeted project for Q1 2025. There is a one-time implementation fee of $225.00 and there is a $1,500.00 annual fee for a total of $1725.00 for year one. This will be paid for through savings realized in the Fire Departments Fees for Services budget. Attachments 1. ImageTrendInvestigationsSaaS Memo Council.[df To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Cc: Brian Bluhm, IT Manager Jon Pritchard – Fire Chief Date: February 12, 2025 Subject: ImageTrend Fire Investigations Module Introduction The Cottage Grove Fire/EMS department is responsible for a range of critical life safety services, including fire investigations, building code compliance checks, commercial building enforcement, and other vital preventative measures. Recognizing the importance of accurate and accessible record- keeping in these areas, and with an eye towards streamlining operations, the department began researching more efficient methods for documenting fire investigations in late 2024. This initiative focused on finding a solution that would seamlessly integrate with their existing systems, enhancing both the investigative process and data management capabilities. ImageTrend Fire Investigations Module Cottage Grove Fire/EMS partners with a leading local software vendor, ImageTrend for EMS documentation software. ImageTrend also offers a Fire Investigations module that would integrate well with the department’s current EMS documentation software. The Fire Investigations module Allows investigators to document all aspects of fire-related investigations, including witnesses, evidence grids, weather-related information and more. Budget Implications The Investigations add-on is a non-budgeted project for Q1 2025. There is a one-time implementation fee of $225.00 and there is a $1,500.00 annual fee for a total of $1725.00 for year one. This will be paid for through savings realized in the Fire Departments Fees for Services budget. Staff Recommendation Staff recommends the approval of the ImageTrend Fire Investigations SaaS in the amount of $1500 annually plus a one-time $225 implementation fee for a total of $1725.00 Jan 17, 2025 Q-10796v1 www.lmageTrend.com 1/3 ORDER FORM Prepared For:Bill To: Jon Pritchard Cottage Grove Fire Department (MN) 12800 Ravine PKWY, Cottage Grove, Minnesota, United States, 55016 jpritchard@cottagegrovemn.gov Cottage Grove Fire Department (MN) 12800 Ravine PKWY, Cottage Grove, Minnesota, United States, United States Salesperson Quote Number Order Form Date Mark Ediger Mid-Market Account Executive Q-10796v1 Jan 17, 2025 Contract Start Date Subscription Term (Months) Jan 17, 2025 12 One Time Description Qty Fee Type Unit Price Total Modules Setup & Implementation 1 One Time $225 $225 Total Net Price $225 Recurring Description Qty Fee Type Unit Price Total Investigations 1 Recurring $1,500 $1,500 Total Net Price $1,500 Total Year 1: $1,725 Total Recurring: $1,500 Jan 17, 2025 Q-10796v1 www.lmageTrend.com 2/3 Total One time: $225 Total Contract Value:$1,725 Incident Category Incidents Elite 4,500 This Order Form is subject to the terms of the Master Subscription Agreement located at http://www.imagetrend.com/legal/msa unless there is a separate agreement between Cottage Grove Fire Department (MN) and ImageTrend. This proposal is valid for 90 days from the date listed above. Additional Terms: •Annual fees will be invoiced annually in advance, unless Customer provides notice of cancellation in accordance with the MSA, no less than sixty (60) days prior to the end of a Subscription Term. •Customer’s subscription to a Service will automatically renew for a one-year Subscription Term at the end of each prior Subscription Term. •Annual fees are subject to price increases each year following the first year of the Subscription Term, and will not exceed 7% of the then-current price in any given year. •Any terms not defined herein shall have the same meaning as defined in the Master Subscription Agreement. •The Subscription Term for any Services added by Customer after the beginning of the then- current Subscription Term will be coterminous with the then-current Subscription Term for existing Services. Jan 17, 2025 Q-10796v1 www.lmageTrend.com 3/3 ImageTrend Cottage Grove Fire Department (MN) Name Jon Sachs Name Title Chief Financial Officer Title Signature %SSIG1%Signature %BSIG1% Date Date 1 City Council Action Request 7.M. Meeting Date 2/19/2025 Department Public Safety Agenda Category Action Item Title Agreement for Professional Services with FireCatt Precision Service Testing Staff Recommendation Approve the agreement for professional services with FireCatt Precision Service Testing. Budget Implication Included in the Public Safety's Fire Department Budget. Attachments 1. Agreement for Professional Services with FireCatt Precision Service Testing Council Memo 2. Agreement for Professional Services FireCatt Precision Service Testing To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Peter J Koerner, Director of Public Safety Date:February 12, 2025 Subject: FIRECATT PRECISION SERVICE TESTING AGREEMENT FOR PROFESSIONAL SERVICES INTRODUCTION The Cottage Grove Fire Department follows the recommendation of the National Fire Protection Association (NFPA) 1962 and tests all fire hose annually. Testing of all fire hose at specific pressures, as specified by NFPA 1962, allows for evaluating fire hose for deficiencies to prevent failure during an actual fire or critical incident. If a deficiency is found, the hose is removed from service. Hose testing is an essential need to support firefighter and community safety. The department, along with many other Twin Cities Metro fire departments, have used FireCatt Precision Service Testing to perform hose testing. They ensure hose testing follows NFPA standards and industry best practices. For the department, they will perform hose testing within the city with their mobile hose testing trailers, which ensures each hose is tested at the correct pressure and is thoroughly inspected by trained and qualified personnel. In the distant past, the department would attempt to perform its own hose testing; however, the fire department lacks the expertise, training, and equipment to comply with NFPA 1962. Previously, hose testing required significant need for our fire personnel to come in on their days off, with estimated labor costs (including overtime) exceeding $3,500 every year. The City Attorney has reviewed the agreement for professional services and approves. FireCatt Precision Service Testing meets the City’s liability insurance requirements. RECOMMENDATION Approve the agreement for professional services with FireCatt Precision Service Testing. 1 City Council Action Request 7.N. Meeting Date 2/19/2025 Department Public Works Agenda Category Action Item Title Cleaning Contract Amendment Staff Recommendation Approve the two-year amendment with Squeaky Cleaners and Painters for janitorial services. Budget Implication $366,420 covering 2025 and 2026 cleaning services. Attachments 1. Janitorial contract amendment 2025 2. Amendment to Services Agreement_Squeaky Cleaners (Cottage Grove) 1.31.25 TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Adam Moshier, Fleet and Facilities Maintenance Manager DATE: February 11, 2025 RE: Amendment to Janitorial Services Agreement Background The City of Cottage Grove contracts janitorial services for several City facilities, including City Hall/Public Safety, Hero Center, Public Works, Utility and Engineering building, Central Fire Station, and Fire Stations #3 and #4. The current contract with Squeaky Cleaners and Painters is set to expire on February 28, 2025. The current contract allows for an amendment to be added to extend the contract under agreeable terms and has been reviewed by the City Attorney. Squeaky Cleaners has done a great job keeping the facilities clean, responding to any issues that arise, have never missed a cleaning and are a Cottage Grove business. The table below is the proposed pricing per month for each facility for the next two years. Budget Th new contract amounts were included in the 2025 and 2026 budgets. The price increases are due to an increased level of service/time at certain facilities compared to the original RFP, inflation, labor cost increases, and the rising costs of supplies. Recommendation Approve the two-year amendment with Squeaky Cleaners and Painters for janitorial services in the amount of $366,420. 1 FIRST AMENDMENT TO AGREEMENT FOR SERVICES BETWEEN CITY OF COTTAGE GROVE AND SQUEAKY CLEANERS AND PAINTERS This First Amendment to the Agreement for Services (“First Amendment”) is made and executed this __ day of ________________, 2025, by and between the City of Cottage Grove, 12800 Ravine Parkway, Cottage Grove, Minnesota 55016 (“City”) and Squeaky Cleaners and Painters, 8617 West Point Douglas Road South, Cottage Grove, Minnesota 55016 (“Consultant”). RECITALS A. The City entered into an Agreement for Services with Consultant on February 1, 2023 (“Agreement”). B. The City and Consultant desire to amend the Agreement to modify the Term and Payment provisions. NOW, THEREFORE, in consideration of the mutual promises and covenants of each to the other contained in this First Amendment and other good and valuable consideration, receipt of which is hereby acknowledged, the parties hereto do covenant and agree as follows: 1. The entire Agreement is hereby incorporated into this First Amendment, except as modified below. 2. Section 2(a) of the Agreement is hereby removed and replaced in its entirety as follows: a. City agrees to pay Contractor and Contractor agrees to receive and accept payment for the Services as set forth in the Exhibits. 3. Section 3 of the Agreement is hereby removed and replaced in its entirety as follows: a. TERM. The term of this Agreement shall commence on March 1, 2025, and shall terminate on February 28, 2027, unless terminated prior to that date pursuant to Section 5 of the Agreement. This Agreement may be extended upon the written mutual consent of the parties for such additional periods as they deemed appropriate and upon the same terms and conditions as stated herein. 4. The pricing information in the Proposal Form in Exhibit A of the Agreement is hereby removed and replaced in its entirety as follows: Building Current Pricing (Per Month) 2025 Pricing (Per Month) 2026 Pricing (Per Month) Public Safety / City Hall $5,400 $5,900 $6,313 Hero Center $2,500 $3,200 $3,424 Public Works $1,500 $1,850 $1,980 Central Fire Station $990 $1,150 $1,231 Fire Station 3 $350 $450 $482 Fire Station 4 $350 $450 $482 Utilities and Engineering $1,750 $1,750 $1,873 2 5. Except as provided for above, the terms and provisions of the Agreement shall remain in full force and effect. 6. This First Amendment and all disputes or controversies arising out of or relating to this First Amendment, or the transactions contemplated hereby shall be governed by, and construed in accordance with, the internal laws of the State of Minnesota, without regard to the laws of any other jurisdiction that might be applied because of the conflict of laws principles of the State of Minnesota. 7. This First Amendment may be executed in two or more counterparts, all of which shall be considered one and the same instrument and shall become effective when one or more counterparts have been signed by the parties and delivered to the other parties. 8. This First Amendment shall not be amended, modified or supplemented, except by a written instrument signed by an authorized representative of each party. [The remainder of this page is intentionally left blank] 3 CITY OF COTTAGE GROVE By: _____________________________ Myron Bailey, Mayor By: _____________________________ Tamara Anderson, City Clerk Date: __ 4 SQUEAKY CLEANERS AND PAINTERS (“CONSULTANT”) Signature: ______________________________ Name: _________________________________ Its: ____________________________________ Date: __________________________________ 1 City Council Action Request 7.O. Meeting Date 2/19/2025 Department IT Department Agenda Category Action Item Title Community Health Records Program Staff Recommendation Staff recommends the approval of the ImageTrend Community Health Care SaaS in the amount of $7,500 annually plus a one-time $1,500 implementation fee for a total of $9,000. Budget Implication The Community Health software is an add-on non-budgeted project for Q1 2025. There is a one- time implementation fee of $1,500 and there is a $7,500 annual fee for a total of $9,000. This will be paid for through savings realized in the Fire Departments Fees for Services budget. Attachments 1. Community Health Records Program Memo Council To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Cc: Brian Bluhm, IT Manager Jon Pritchard, Fire Chief Date: February 5, 2024 Subject: Community Health Care Documentation Software Program Introduction The Cottage Grove Fire Department has spent significant resources to implement a Community Paramedic program over the last four years with the department now with three Certified Community Paramedics. The goal of the Community Paramedic program is to provide a holistic health promotion and response program to our community. A significant focus of the Community Paramedic program is to respond and support those with mental health and substance abuse disorders. To successfully respond to those with mental health and substance abuse disorders in our community, the Fire Department’s Community Paramedics have partnered with the Cottage Grove Police Department’s Case Management Team. The Department has had significant success in the implementation and management of a Case Management Unit (CMU). The CMU provides a wealth of resources for those most in need in our community such as those needing resources and positive response for mental health and substance abuse disorders. The CMU is an interdisciplinary team, and its success is rooted in holistic partnerships rooted in the community. The Fire Department has joined this successful team with the incorporation of Community Paramedics into the CMU in the Summer of 2024. The Community Paramedics has provided an exceptional resource for the team and has supported a range of work on the CMU from providing a wide range of support for clients. Community Paramedics provide medical support for clients, management assigned clients and helps clients navigate the complex mental health and healthcare system. Community Paramedics’ work in the CMU is a stellar example of a Community Health Program. ImageTrend Community Health Module Cottage Grove Fire/EMS partners with a leading local software vendor, ImageTrend for EMS documentation software. ImageTrend also offers a Community Health module that would integrate well with the department’s current EMS documentation software. After close review by the fire department’s Community Paramedics, it is believed the ImageTrend Community Health module is a critical need to support the department’s Community Health program. The module will support client care documentation, follow-up coordination, sharing of information across teams and may support future state billing needs. Budget Implications The Community Health software is an add-on non-budgeted project for Q1 2025. There is a one-time implementation fee of $1,500.00 and there is a $7,500.00 annual fee for a total of $9000. This will be paid for through savings realized in the Fire Departments Fees for Services budget. Staff Recommendation Staff recommends the approval of the ImageTrend Community Health Care SaaS in the amount of $7500 annually plus a one-time $1500 implementation fee for a total of $9000. Cottage Grove FD (MN)-Community Health Prepared For Cottage Grove Fire Department (MN) Jon Pritchard 12800 Ravine PKWY Cottage Grove, Minnesota United States Prepared By Jesse Leis Nov 19, 2024 Quote Description Qty Frequency Unit Price Total Prepared For Bill To Prepared By: Jesse Leis Terms of Agreement: The above mentioned items will be invoiced upon Contract signature with payment terms of net 30 days. ◦The recurring annual fees will be invoiced annually in advance. ◦Project completion occurs upon receipt of the product. ◦ImageTrend's license, annual support and hosting are based on up to 4,500 annual incidents as provided by Client. *IMAGETREND will perform price increases of the recurring fees. The first price increase will occur with the fees due for year two. These price increases will occur once a year and may not exceed 7% of the price then currently in effect. ◦This proposal is valid for 90 days. ◦This quote reflects ImageTrend’s standard non-CJIS compliant framework, and is provided without any CJIS-related warranties, representations, or contractual commitments. Additional information and pricing for ImageTrend’s advanced CJIS compliant offerings are available upon request. ◦The estimates set forth herein do not constitute a binding offer or acceptance. This quote does not express the full agreement or understanding of the parties, is subject to additional due diligence and change, and shall not be binding on ImageTrend. The parties do not intend to be legally bound until they enter into definitive agreements regarding the subject matter hereof. IMAGETREND will invoice sales tax to non-exempt CLIENTS where applicable DISCLAIMER: This quote creates no legal obligations. This letter is intended to confirm the parties' current understanding of the terms, but it is not intended to create any legal obligations with respect to any of the terms. Neither party should rely on this quote and no legal or equitable remedy will arise from any such reliance. Instead, the parties must reach a final agreement. A final agreement will be a condition precedent to any binding obligations. A fully executed Contract Agreement will be required to be completed before an order is processed. Salesperson Quote Number Date Jesse Leis, Mid-Market Account Executive, 952.469.6784 QUO-20968-D5P1Y Nov 19, 2024 TOTAL Year 1 $9,000.00 *Annual Fees after Year 1 $7,500.00 Jon Pritchard Cottage Grove Fire Department (MN) 12800 Ravine PKWY Cottage Grove, Minnesota United States (651)458-2859 jpritchard@cottagegrovemn.gov Jon Pritchard Cottage Grove Fire Department (MN) 12800 Ravine PKWY Cottage Grove, Minnesota United States (651)458-2859 jpritchard@cottagegrovemn.gov One-Time Fees Community Health™ Add-on Setup 1 One Time $1,500.00 $1,500.00 Recurring Fees Community Health™ Add-on 1 Recurring $7,500.00 $7,500.00 ImageTrend, LLC 20855 Kensington Blvd Lakeville, MN 55044 Tel: 952-469-1589 Fax: 952-985-5671 www.imagetrend.comPage 2 of 3 Quote PRODUCT DESCRIPTIONS Community Health™ Add-on Elite Community Health is a complete solution for community paramedicine and mobile integrated healthcare (CP/MIH). It allows you to use patient data you have already collected to identify appropriate candidates for CP/MIH programs, track progress, report on various metrics, and analyze the results. ImageTrend, LLC 20855 Kensington Blvd Lakeville, MN 55044 Tel: 952-469-1589 Fax: 952-985-5671 www.imagetrend.comPage 3 of 3 1 City Council Action Request 7.P. Meeting Date 2/19/2025 Department Parks and Recreation Agenda Category Action Item Title MN DNR Cooperative Agreement for Mississippi Dunes Park Fishing Pier Staff Recommendation Authorize cooperative agreement with the State of Minnesota Department of Natural Resources to construct a fishing pier at Mississippi Dunes Park. Budget Implication The agreement requires less than a 10% match of City funds. Attachments 1. 1-Council Memo-Dunes Fishing Pier 2. CITY OF COTTAGE GROVE 2025 Pier Cooperative Agreement (Revised 2.11.25) (001) To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Zac Dockter, Parks and Recreation Director Date:February 5, 2025 Subject:MN DNR Cooperative Agreement for Mississippi Dunes Park Fishing Pier Introduction At its’ Strategic Planning Workshop, City Council expressed a desire to pursue development of the Mississippi Dunes Park Master Plan. Improving public water access remains a priority and staff was directed to seek out funding options for a fishing pier and boat/paddle launch. Background The Minnesota Department of Natural Resources (MN DNR) Division of Fish and Wildlife offers fishing pier construction assistance as a part of its Get Out MORE Program. After meeting with MN DNR program staff, they have identified the Mooers Lake area of the Mississippi River in Cottage Grove as a high priority site for expanded fishing opportunities. As such, the State has drafted an agreement with the City to install and maintain a fishing pier at Mississippi Dunes Park. The agreement states that the MN DNR will pay for all product and installation costs of the fishing pier up to $70,000 (pier cost is estimated at $50,000). The City is responsible for constructing a concrete or asphalt footing to connect the pier to the shore while also bringing an accessible walking path to the fishing pier. Staff is not concerned with these requirements and can perform all or a majority of work with inhouse labor. It is projected that this agreement requires less than a 10% match of City funds. It would be staff’s intent to build the fishing pier in a present location best suited for use at Mississippi Dunes Park while also anticipating future development of the park to minimize or eliminate need for relocation. However, if relocation is necessary, those costs should be nominal as the pier itself is quite mobile. Should City Council authorize this agreement, staff anticipates the fishing pier to be available for public use in late summer or fall of 2025. Routine and long-term maintenance of the pier is the City’s responsibility. However, as the pier ages there are State program dollars that may be available for larger restoration needs. Staff Recommendation Authorize cooperative agreement with the State of Minnesota Department of Natural Resources to construct a fishing pier at Mississippi Dunes Park. Page 1 of 8 State of Minnesota Cooperative Agreement MISSISSIPPI RIVER PUBLIC FISHING PIER LAND USE, OPERATIONS, AND MAINTENANCE COOPERATIVE AGREEMENT BETWEEN THE STATE OF MINNESOTA AND CITY OF COTTAGE GROVE This Cooperative Agreement (“Agreement”) is between the State of Minnesota, acting through its Commissioner of the Department of Natural Resources (“State”) and City of Cottage Grove, (“City”). Recitals WHEREAS, the Commissioner of Natural Resources has the authority, duty, and responsibility under Minnesota Statutes Section 97A.141 to provide public water access on lakes and rivers, where access is inadequate; and WHEREAS, under Minnesota Statutes § 471.59, subd. 10, the State is empowered to engage such assistance as deemed necessary; and WHEREAS, the State and City have determined that a fishing pier site on the Mississippi River in the area known as Mooers Lake is of high priority under the state public water access program; and WHEREAS, the fishing pier will be located on City owned land at Sec. 30, T27 N, R21 W, described as Grey Cloud Dunes Park, and used for fishing, observation, and other compatible uses (“Fishing Pier”); and WHEREAS, the State and the City desire to cooperate in the installation and maintenance of the Fishing Pier; and WHEREAS, the City Council has authorized the City to enter into this agreement. NOW, THEREFORE, in consideration of the mutual consideration contained herein, it is hereby agreed as follows: Agreement 1.Term of Agreement 1.1 Effective Date: February 28, 2025, or the date the State obtains all required signatures under Minn. Stat. § 16C.05, subd. 2, whichever is later. 1.2 Expiration Date: December 31, 2045, or until all obligations have been satisfactorily fulfilled, whichever occurs first. 2.Agreement between the Parties 2.1 State’s Duties and Responsibilities. The State shall: Page 2 of 8 a. Encumber funds for the Fishing Pier through the standard internal purchasing process including, but not limited to, a separate requisition request. b. Provide personnel and equipment when feasible to assist with the installation of the Fishing Pier. c. Review and approve any signs before they are placed at the facility by the City. d. Retain ownership of the Fishing Pier through the expiration date of the Agreement and retain the authority to relocate and/or remove the Fishing Pier if the site, as identified as Exhibit A, is determined to be inadequate or if the City fails to comply with the terms of the Agreement. Before such removal or relocation, the State shall consult with the City. e. Assist the City with major structural repairs, which include float replacement, frame repair and replacement of individual sections of the Fishing Pier, if required. f. The State reserves the right to inspect the Fishing Pier to ensure that the City complies with the terms of this Agreement. 2.2 City’s Duties and Responsibilities. The City shall: a. Comply with all local, state and federal laws, regulations, rules and ordinances which may apply to the management, operation, and maintenance of the Fishing Pier. b. Obtain any permit or license which may be required for the Fishing Pier. c. Construct and pay for a concrete or asphalt footing and approach at the shoreline connecting the Fishing Pier to the shore. d. Construct and pay for a hard surfaced, accessible route/sidewalk/pathway which meets accessible requirements of less than a 5% gradient, 2% cross slope connecting the Fishing Pier to an accessible parking space. The City agrees to complete this portion of the project as soon as possible and within one (1) year of the effective date of this Agreement. The City agrees to comply with the Americans with Disabilities Act (ADA) of 1990 (42 U.S.C. 12101 et seq.) and all applicable regulations and guidelines. e. Provide personnel and equipment to install the Fishing Pier, and request assistance from the State as needed. f. Keep the Fishing Pier and related facilities free and open every day during open water season in conjunction with the City’s established operational months and hours for a facility of this type. The City may close the Fishing Pier for emergencies, or for other reasons, including high water flooding, without prior written consent of the State. The City shall notify the State within seventy-two (72) hours of the closing of the Fishing Pier for emergency reasons or if the facility will remain closed longer than seventy- two (72) hours. g. Provide free and adequate parking in the vicinity for the Fishing Pier including at least one (1) designated accessible space for persons with disabilities. h. Provide police protection and patrols for the Fishing Pier in accordance with the City’s established police department policies for a facility of this type. i. Install appropriate signage for the site as approved by the State. j. Maintain the Fishing Pier and related facilities and keep them in good and sanitary order in accordance with the City's established practices for maintenance of City facilities. Additionally, the City shall provide all necessary routine maintenance and minor repairs to the Fishing Pier, including, but not limited to, the repair or replacement of decking and railings. The State shall assist the City with major structural Page 3 of 8 repairs subject to the availability of funding according to the provisions of Article III of this Agreement. k. Take action no earlier than October 15th of each year to protect the Fishing Pier from damage caused by ice action. This may include moving the Fishing Pier to a protected location, disconnecting it from shore or removing it from the water. The City shall return the Fishing Pier to its original location in a usable condition no later than May 1st of each year or after spring flooding has receded. l. Follow Minnesota Department of Natural Resource’s (“DNR”) Operational Order 113, which requires preventing or limiting the introduction, establishment and spread of invasive species during activities on public waters and DNR-administered lands. Operational Order 113 is incorporated into this Agreement by reference and can be found at https://files.dnr.state.mn.us/assistance/grants/habitat/heritage/oporder_113.pdf Duties listed are in Operational Order 113 under Sections II and III (p. 5-8). a. The City shall prevent invasive species from entering or spreading within a project site by cleaning equipment and clothing prior to arriving at the project site. b. If equipment or clothing arrives at the project site with soil, aggregate material, mulch, vegetation (including seeds) or animals, it shall be cleaned with tools or equipment furnished by the City (such as brush/broom, compressed air, or pressure washer) at the staging area. c. The City shall dispose of material and debris cleaned from equipment and clothing at an appropriate location. If the material cannot be disposed of onsite, then the material must be secured prior to transport (such as a sealed container, covered truck, or wrap with tarp) and legally dispose of offsite. d. The City shall ensure that all equipment and clothing used for work in public waters has been adequately decontaminated for aquatic invasive species. All equipment and clothing including but not limited to waders, vehicles and boats that are exposed to any public water of the state must be thoroughly cleaned and drained of all water before transport to another location. m. Follow pollinator best management practices and habitat restoration guidelines pursuant to Minn. Stat. § 84.973 for all habitat restorations and enhancements conducted on DNR lands and prairie restorations on state lands or on any lands using state funds. Practices and guidelines ensure an appropriate diversity of native species to provide habitat for pollinators through the growing season. 3.Funding The State shall provide funding to the City for their responsibilities under Article II of this Agreement, however the total obligation of the State for the rehabilitation, maintenance and construction of the Fishing Pier shall not exceed seventy thousand dollars ($70,000). The total obligation of the State for its responsibilities under Article II of this Agreement shall be limited to the amount of funds legislatively appropriated and administratively allocated to this project. No additional funding will be provided, unless agreed upon by all parties and an amendment to this Agreement is completed and executed. The City will invoice the State for approved construction costs of the Fishing Pier (purchase of Fishing Pier gangway). Reimbursement will be due within thirty (30) days of the acceptance of the invoice by the State’s authorized representative. The City will not receive payment for work found by the State to be unsatisfactory or performed in violation of federal, state or local law. 4.Authorized Representatives The State’s Authorized Representative or their successor is: Timothy DeBates Page 4 of 8 East Metro Area Fisheries Supervisor 1200 Warner Road Saint Paul, MN 55106 (651) 259-5770 Timothy.Debates@state.mn.us The City’s Authorized Representative or their successor is: Zac Dockter Parks & Recreation Director – City of Cottage Grove 8635 W. Point Douglas Road Cottage Grove, MN 55016 (651) 458-2808 ZDockter@cottagegrovemn.gov 5.Assignment, Amendments, Waiver, and Contract Complete. 5.1 Assignment. The City may neither assign nor transfer any rights or obligations under this Agreement without the prior consent of the State and a fully executed assignment agreement, executed and approved by the authorized parties or their successors. 5.2 Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the authorized parties or their successors. 5.3 Waiver. If the State fails to enforce any provision of this Agreement, that failure does not waive the provision or its right to enforce it. 5.4 Contract Complete. This Agreement contains all negotiations and agreements between the State and the City. No other understanding regarding this Agreement, whether written or oral, may be used to bind either party. 6.Liability Each party agrees that it will be responsible for its own acts and the results thereof to the extent authorized by law and shall not be responsible for the acts of the other party and the results thereof. The State’s liability shall be governed by the provisions of the Minnesota Tort Claims Act, Minnesota Statutes Section 3.736, and other applicable law. The City’s liability shall be governed by Minnesota Statutes Sections 466.01 - 466.15, and other applicable law. 7.State Audits. Under Minn. Stat. § 16C.05, subd. 5, the City’s books, records, documents, and accounting procedures and practices relevant to this Agreement are subject to examination by the State, the State Auditor, or Legislative Auditor, as appropriate, for a minimum of six (6) years from the expiration or termination of this Agreement. 8.Government Data Practices. The City and State must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, (or, if the State contracting party is part of the Judicial Branch, with the Rules of Public Access to Records of the Judicial Branch promulgated by the Minnesota Supreme Court as the same may be amended from time to time) as it applies to all data provided by the State under this Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the City under this Agreement. The civil Page 5 of 8 remedies of Minn. Stat. § 13.08 apply to the release of the data governed by the Minnesota Government Practices Act, Minn. Stat. Ch. 13, by either the City or the State. If the City receives a request to release the data referred to in this provision, the City must immediately notify and consult with the State’s Authorized Representative as to how the City should respond to the request, but shall not dictate the City’s response to the request, which shall comply with applicable law. 9.Publicity and Endorsement. 9.1 Publicity. Any publicity regarding the subject matter of this Agreement must identify the State as the sponsoring agency and must not be released without prior written approval from the State’s Authorized Representative. For purposes of this provision, publicity includes notices, informational pamphlets, press releases, information posted on corporate or other websites, research, reports, signs, and similar public notices prepared by or for the City individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from this Agreement. All publicity shall be provided in an accessible format per Minnesota Statute 16E.03, sub. 9. State of Minnesota guidelines for creating accessible electronic documents can be found at the following URL: https://mn.gov/mnit/programs/accessibility/. 9.2 Endorsement. The City must not claim that the State endorses its products or services. 10.Venue Venue for all legal proceedings out of this Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 11.Termination 11.1 Termination. The State or the City may terminate this Agreement at any time, with or without cause, upon thirty (30) days’ written notice to the other party. 11.2 Termination for Insufficient Funding. The State may immediately terminate this Agreement if it does not obtain funding from the Minnesota Legislature, or other funding source; or if funding cannot be continued at a level sufficient to allow for the payment of the services covered herein. Termination must be by written or fax notice to the City. The State is not obligated to pay for any services that are provided after notice and effective date of termination. However, the City will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will not be assessed any penalty if the Agreement is terminated because of the decision of the Minnesota Legislature, or other funding source, not to appropriate funds. The State must provide the City notice of the lack of funding within a reasonable time of the State’s receiving that notice. 12.Force Majeure Neither party shall be responsible to the other or considered in default of its obligations within this Agreement to the extent that performance of any such obligations is prevented or delayed by acts of God, war, riot, disruption of government, or other catastrophes beyond the reasonable control of the party unless the act or occurrence could have been reasonably foreseen and reasonable action could have been taken to prevent the delay or failure to perform. A party relying on this provision to excuse performance must provide the other party Page 6 of 8 prompt written notice of inability to perform and take all necessary steps to bring about performance as soon as practicable. 13.E-Verify Certification (in accordance with Minn. Stat. § 16C.075). For services valued in excess of fifty thousand dollars ($50,000), the City certifies that as of the date of services performed on behalf of the State, City and all its subcontractors will have implemented or be in the process of implementing the federal E-Verify Program for all newly hired employees in the United States who will perform work on behalf of the State. The City is responsible for collecting all subcontractor certifications and may do so utilizing the E-Verify Subcontractor Certification Form available at http://www.mmd.admin.state.mn.us/doc/EverifySubCertForm.doc. All subcontractor certifications must be kept on file with Contractor and made available to the State upon request. 14. Exhibits. The following Exhibits are attached and incorporated into this Agreement. In the event of a conflict between the terms of this Agreement and its Exhibits, or between Exhibits, the order of precedence is first the Agreement, and then in the following order: Exhibit A: Fishing Pier Location Map Exhibit B: City Council Resolution (The remainder of this page intentionally left blank.) Page 7 of 8 1. State Encumbrance Verification Individual certifies that funds have been encumbered as required by Minn. Stat. §§ 16A.15 and 16C.05 Print Name:____________________________________ Signature: _____________________________________ Title: Date:_______________ SWIFT Contract No.______________________________ 2. City Print Name:____________________________________ Signature: _____________________________________ Title: Date:_______________ Print Name:____________________________________ Signature: _____________________________________ Title: Date:_______________ 3. State Agency With delegated authority Print Name:____________________________________ Signature: _____________________________________ Title: Date:_______________ 4. Commissioner of Administration As delegated to The Office of State Procurement Print Name:____________________________________ Signature: _____________________________________ Title: Date:_______________ Admin ID: _____________________________________ This is a draft for approval only, Do Not Sign. Signing will be done in order, by email through DocuSign. Page 8 of 8 Exhibit A 1 City Council Action Request 7.Q. Meeting Date 2/19/2025 Department IT Department Agenda Category Action Item Title ACTIVE Net Recreation SaaS Agreement Staff Recommendation Approve the ACTIVE Net Master Agreement as reviewed by staff and city legal counsel. Budget Implication There are no changes or implications to the budget. Attachments 1. ActiveNet Memo Council To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Cc: Brian Bluhm, IT Manager Molly Pietruszewski -Recreation Manager Zac Dockter – Parks & Recreation Director Date: February 12, 2025 Subject: ACTIVE Net Recreation SaaS Agreement Introduction Cottage Grove Parks & Recreation team has been partnering with ACTIVE Network for activity and program management for approximately 20 years. As technology has changed and residents and staff have utilized online registrations and programing, Recreation staff began to look at ways to further improve the efficiencies on utilizing a fully online registration process. In 2024, Parks and Recreation along with IT staff began researching software to achieve the goal of using an inclusive online registration program for all Parks and Recreation programming. It was determined that ACTIVE Network had functionality already available to the team that was not being utilized such as facility registrations. In doing so, the team recognized that the original master agreement between the City and ACTIVE Network was dated and needed renewal. A new agreement was developed and reviewed by city staff and legal counsel. ACTIVE Network Recreation SaaS ACTIVE Network is a technology company that provides software solutions for recreation management, including online registration, facility booking, program management, membership management, and payment processing. They partner with parks and recreation departments in city communities to: Streamline operations: Automate tasks like registration, scheduling, and payment processing to save time and resources. Enhance community engagement: Offer online platforms for residents to easily discover and register for activities, reserve facilities, and stay informed about programs. Improve data management: Provide tools to track participation, revenue, and trends, enabling data- driven decision-making for parks and recreation departments. Increase efficiency: Reduce paperwork, minimize errors, and improve communication between staff and community members. Budget Implications There are no changes or implications to the budget. Staff Recommendation Staff recommends the approval of the new ACTIVE Net Master Agreement as reviewed by staff and city legal counsel. Contract # ________________ Version: 07/05/24 PRODUCT AND SERVICES AGREEMENT CLIENT INFORMATION ORGANIZATION FULL LEGAL NAME: Cottage Grove Recreation ADDRESS: 8020 80th Street South Cottage Grove, MN 55016 CONTACT NAME: Lisa Kalka TELEPHONE: EMAIL: lkalka@cottagegrovemn.gov OVERVIEW OF AGREEMENT This Agreement consists of this cover page, the Schedule, the General Terms, and the following Product Attachments: Recreation and Membership Management Product Attachment NOTE: If Client is tax exempt, certificate must be provided along with signed contract. In consideration of the mutual promises and covenants contained in this Agreement, Client and Active hereby agree to be bound by this Agreement. By signing below, Client acknowledges and confirms that it has read this Agreement. COTTAGE GROVE RECREATION ACTIVE NETWORK, LLC Signature: Signature: Name: Name: Title: Title: Date: Date: Active Network, LLC 3400 N. Central Expressway, Suite 300, Richardson, TX 75080 Telephone: (469) 291-0300 Contract # ________________ Version: 07/05/24 Page 1 of 7 General Terms Products and Services General Terms Client’s relationship with Active and Client’s use of Active’s products and services (including Client’s licensing of Active’s SaaS, Client’s use of Services, and/or Client’s purchase or leasing of Hardware) are subject to the terms and conditions set forth herein and are between Client and Active. Capitalized terms are defined in Section 7 below, unless otherwise defined within the body of this Agreement, the applicable Product Attachment, or Schedule. In order to use the Products, Client must first agree to this Agreement. Client represents and warrants that Client has the necessary and full right, power, authority, and capability to accept this Agreement, to bind Client’s organization, and to perform Client’s obligations hereunder. Client can accept this Agreement by: (a) clicking to accept or agree to this Agreement, where this option is made available to Client by Active in the user interface for any Product; (b) signing a document where a link to this Agreement appears in an order form, Schedule, or other document provided to Client by Active; (c) by signing this Agreement, if there is a designated area to sign; or (d) by actually using the Products. In the case of (d), Client understands and agrees that Active will treat Client’s use of the Products as acceptance of this Agreement from that point onwards. Client may not use the Products and may not accept this Agreement if (i) Client is not of legal age to form a binding contract with Active, or (ii) Client is a person barred from receiving the Products under the laws of the United States or other countries, including the country in which Client is a resident or from which Client uses the Products. Client may not use the Products if Client does not accept this Agreement. By accepting this Agreement, Client agrees as follows: 1. AGREEMENT STRUCTURE AND SCOPE. 1.1. General Terms and Incorporation of Product Terms. This Agreement establishes the general terms and conditions to which the parties have agreed to in order to facilitate the licensing of the Products. Additional Product-specific terms and conditions are set forth in one or more documents referenced in the applicable Schedule, each of which is incorporated herein (each, a “Product Attachment”). All references to the “General Terms” mean this document, exclusive of Product Attachments and Schedules. 1.2. Incorporation of Schedules. The parties may enter into new Schedules from time to time. Each Schedule incorporates the terms of these General Terms and the applicable Product Attachment. 1.3. Incorporation of EULAs. Client’s use of any Third-Party Products hereunder may be subject to, and Client will comply with, this Agreement and any applicable Third-Party EULA(s). 1.4. Incorporation of Exhibits. Client’s use of any payment processing services hereunder will be subject to, and Client will comply with, this Agreement and an applicable Exhibit(s). 1.5. Affiliates. Client’s Affiliates may order Products from Active (or one of Active’s Affiliates) by entering into a Schedule. In the event that a Client Affiliate enters into a Schedule with Active (or an Affiliate of Active), reference in this Agreement to “Client” and “Active” will mean the respective entity that accepts (as described in the Preamble) the applicable Schedule. Each such Schedule will be deemed to be a separate agreement. 2. FINANCIAL TERMS. 2.1. Payment Terms. Unless otherwise specified in the Schedule, all amounts owed by Client that are not directly collected by Active are due from Client within thirty (30) days from either (a) the end of the remittance cycle during which the fees accrued (if related to registrations or transaction processing), or (b) the date of the applicable invoice. If the Agreement Effective Date is on or before the fifteenth (15th) day of the month, Active will invoice Clients on the fifteenth (15th), or on the following business day when such date falls on a weekend day. If the Agreement Effective Date is after the fifteenth (15th) day of the month, Active will invoice Clients on the first (1st) day of the following month, or on the following business day when such date falls on a weekend day. Notwithstanding the foregoing, Active shall invoice Client for fifty percent (50%) of total Service costs at Service initiation. The remaining fifty percent (50%) of the total Service costs will be invoiced at Service completion. Past due fees will accrue interest at the lesser of the annual rate of ten percent (10%) per annum or the maximum amount permitted by applicable law. In the event of any non-payment or delay in paying a fee, Client agrees to reimburse Active for any fees and expenses incurred in its collection efforts. 2.2. Fees and Currency. Fees and currency, are specified in the applicable Schedule. Payment of fees is under no circumstances subject to, or conditioned upon, the delivery of future Products or functionality. Active shall have the right, once per calendar year, to increase the subscription fees by two percent (2%) and/or the transaction fees by four percent (4%) (the “Annual Fee Increase”), as applicable. In special circumstances, Active, in its sole discretion and upon thirty (30) days’ written notice to Client (which may be sent by email), shall have the right to further increase the subscription fees and/or transaction fees on an annual basis by an additional amount (the “Additional Increase”) provided that the Annual Fee Increase and the Additional Increase cumulatively do not exceed five percent (5%) for subscription fees and/or twelve and a half percent (12.5%) for transaction fees. 2.3. Additional Payment Terms. If Active reasonably believes that a transaction by Client, licensee, or End User, as applicable, may be fraudulent or otherwise contrary to law, Active may issue an invoice or offset an equivalent amount from Client’s account or any payment Active owes to Client and return the value to the End User (as set forth below) and if sufficient funds are not available, Client must reimburse Active on demand. Active will notify Client of the reason for such offset provided that it is lawful to do so. 2.4. Credit Card Surcharging. All fees described in the applicable Schedule are in consideration of the Products that Active provides. Active and Client acknowledge that certain credit card network rules and laws prohibit imposing a surcharge that is based on the type of payment method used (e.g., having a different fee for the use of a credit card vs. debit card), and therefore, each agrees not to impose such a surcharge on any End User. 2.5. Taxes. The prices stated in this Agreement do not include Taxes. Client is responsible for, and agrees to pay, any and all required Taxes which may be assessed on Client’s invoices. If Client is tax-exempt, Client will send Active a copy of its valid tax-exempt certificate (or, as applicable, its reseller’s certificate) prior to execution of any Schedule. Client is solely responsible for determining which, if any, Taxes apply to End Users or licensees in connection with Client’s use of the Products and for collecting, remitting, and reporting the correct amounts of all such Taxes to the applicable governmental authorities, even if Active provides Client with tools that assist Client in doing so. In the event that a governmental authority requires Active to pay any Taxes attributable to Client’s use of the Products, to the extent not prohibited by law, Client agrees to defend, indemnify, and hold Active harmless from all such Taxes and all costs and expenses related thereto. Active reserves the right to modify this section and apply all required Taxes to this Agreement upon providing a thirty (30) day written notice to Client in order to comply with applicable laws. When Active is acting as the payment facilitator and Client elects to include an additional fee in the End Users’ cart that is identified as a “sales tax” or similar Contract # ________________ Version: 07/05/24 Page 2 of 7 General Terms designation, then, no more frequently than once per calendar year during the Term of the Agreement, Active may, upon at least five (5) business days’ prior written notice, (a) require Client to send to Active Client’s books and records related to its sales tax payments, and/or (b) visit Client’s premises during Client’s normal business hours to review Client’s sales tax payments. 3. LIMITED RIGHTS AND OWNERSHIP; INDEMNIFICATION; CONFIDENTIALITY. 3.1. Reservation of Rights. All rights not expressly granted in this Agreement are reserved by Active and its licensors. Client acknowledges that: (a) all Protected Materials are licensed and not sold; (b) Client acquires only the right to use the Products in accordance with this Agreement, and Active and/or its licensors will retain sole and exclusive ownership of and all right, title, and interest in the Products, including the following: (i) all Intellec tual Property embodied or associated with the Products, (ii) all deliverables and work product associated with the Products, and (iii) all copies and derivative works thereof; and (c) the Products, including the source and object codes, logic, and structure, contain and constitute valuable trade secrets of Active and its licensors. 3.2. Restrictions. Unless otherwise set forth in a EULA, Product Attachment, or Schedule, Client will not itself, or through any Affiliate, employee, consultant, contractor, agent, or other third party: (a) sell, resell, distribute, host, lease, rent, license, or sublicense, in whole or in part, the Protected Materials; (b) decipher, decompile, disassemble, reverse assemble, modify, translate, reverse engineer, or otherwise attempt to derive source code, algorithms, tags, specifications, architecture, structure, or other elements of the Products in whole or in part, for competitive purposes or otherwise; (c) allow access to, provide, divulge, or make available the Protected Materials to any user other than those who are licensed pursuant to this Agreement to have such access; (d) write or develop any derivative works based upon the Products; (e) modify, adapt, translate, or otherwise make any changes to the Products or any part thereof; (f) use the Protected Materials to provide processing services to third parties, or otherwise use the same on a service bureau basis; (g) disclose or publish, without Active’s prior written consent, (i) performance or capacity statistics, or the results of any benchmark test performed on the Products, or (ii) the terms (but not the existence) of this Agreement or other valuable trade secrets of Active or its licensors; (h) without Active’s prior written consent, perform or disclose or cause to be performed or disclosed any information related to any security penetration or similar tests; (i) disclose or otherwise use or copy the Protected Materials except as expressly permitted herein; (j) remove from any Products identification, patent, copyright, trademark, or other notices or circumvent or disable any security devices’ functionality or features; (k) contest or do or aid others in contesting or doing anything which impairs the validity of any proprietary or Intellectual Property rights, title, or interests of Active in and to any Products; (l) use the Products for other than authorized and legal purposes, consistent with this Agreement and all applicable laws, regulations, and the rights of others; (m) take any steps to avoid or defeat the purpose of security measures associated with the Products, such as sharing of login and password information, or attempt to circumvent any use restrictions; or (n) except as expressly permitted by this Agreement, use the Protected Materials for hosting purposes. Further, Client will: (o) not use the Products to transmit, publish, or distribute any material or information: (i) for which Client does not have all necessary rights and licenses, including any material or information that infringes, violates, or misappropriates the Intellectual Property rights of any third party; (ii) that contains a computer virus or other code, files, or programs designed to disrupt or interfere with the functioning of the Products; (iii) that is inaccurate or misleading; (iv) that is or that may reasonably be perceived as being harmful, threatening, offensive, obscene, or otherwise objectionable; (v) that contains a virus or malicious code; or (vi) that includes the private information of another without express permission, including but not limited to contact information, social security numbers, credit card numbers or other information which a reasonable person would consider private in nature; (p) not attempt to gain access to any systems or networks that connect to the Products except for the express purpose of using the Products for their intended use; (q) not engage in any activity that interferes with or disrupts the Products; and (r) not use the Products in violation of the CAN-SPAM Act, Canadian Anti-Spam Legislation, or any other applicable laws pertaining to unsolicited email, SMS, text messaging or other electronic communications. 3.3. Enforcement. Client will (a) ensure that all Client users of Products comply with the terms and conditions of this Agreement; (b) promptly notify Active of any actual or suspected violation thereof; and (c) cooperate with Active with respect to any investigation and enforcement of this Agreement. 3.4. Active Indemnification. Active agrees to defend, settle, and pay damages (including reasonable attorneys’ fees) (“Client Losses”) relating to any third party claim, demand, cause of action, or proceedings (whether threatened, asserted, or filed) (“Claim(s) Against Client”) against Client to the extent that such claim is based upon Active’s proprietary Products (excluding Professional Services and Third Party Products) directly infringing a United States patent, registered United States copyright, or registered United States trademark, provided that the Products are used in compliance with this Agreement; provided Client shall (i) promptly give Active written notice of the Claim Against Client; provided, however, that Client’s failure to give or delay in giving such notice to Active shall not relieve Active of any liability it may have to Client except to the extent that Active demonstrates that the defense of such Claim Against Client is prejudiced thereby, (ii) gives Active sole control of the defense and settlement of the Claim Against Client; provided that Active may not settle any Claim Against Client without Client’s prior written consent unless such settlement includes a complete and final release of liability and Client Losses against Client and does not impose any obligations on Client, and (iii) gives Active all reasonable assistance, at Active’s expense. 3.5. Infringement. Active shall have no liability or obligation under Section 3.4 above or otherwise to the extent a Claim Against Client is based upon (i) use of the Products in combination with software or hardware not provided by or specified by Active in the Documentation, if infringement would have been avoided in the absence of such combination; (ii) modifications of the Products made by any individual or entity other than Active or at Active’s written direction; or (iii) use of the Products by Client or any User in a manner not expressly permitted by the Agreement. If Active has reason to believe that the Products may infringe or misappropriate any third party Intellectual Property right or otherwise give rise to an infringement or misappropriation Claim Against Client, Active may in its sole discretion and at no cost to Client (a) modify the Products so that they no longer infringe or misappropriate or (b) obtain a license for Client’s continued use of that Products in accordance with this Agreement. If Active determines (a) and (b) above are not reasonably practicable, Active may (x) terminate Client’s subscriptions for the Products, if applicable, or (y) terminate this Agreement, if Client is not using the Products on a subscription basis, upon thirty (30) days’ written notice and Active will refund to Client any prepaid fees covering the remainder of the Term (as defined in the applicable Product Attachment) of the subscription(s). Active’s defense and indemnification obligations in Section 3.4 above do not apply to the extent a Claim Against Client arises from Client’s breach of this Agreement. 3.6. Client Indemnification. To the extent not prohibited by law, Client will defend Active, and hold Active and its Affiliates and their respective employees, directors, successors and permitted assigns harmless, against any claim, action, regulatory action, demands, lawsuit or proceedings (whether threatened, asserted, or filed) made or brought against Active by a third party to the extent that such claim is based upon (a) any actual, alleged or anticipated breach by Client of this Agreement; (b) injury or death to a person or damage to property resulting from the participation in an Event (as defined in the applicable Product Attachment) operated by Client in connection with the Products; (c) Client’s provision to Active of materials, products, or services as part of Client’s obligations hereunder that infringe the Intellectual Property rights of any third party provided that such materials, products, or services are used by Active in accordance with the Agreement; (d) use or unauthorized disclosure of Participant Information by Client or other third parties to whom access is given to Participant Information as provided hereunder; (e) Client’s use of the Products in violation of Section 3.2 (Restrictions) of these General Terms; and/or (f) any claims for refunds or chargeback requests from End Users (“Claim(s) Against Contract # ________________ Version: 07/05/24 Page 3 of 7 General Terms Active”). To the extent not prohibited by law, Client will indemnify Active from any damages, liabilities, losses, expenses, fines, penalties and/or judgments, attorney fees and costs finally awarded against Active as a result of, or for any amounts charged to Active, recoverable from Active and/or paid by Active under a Client and court-approved settlement of, a Claim Against Active (“Active Losses”); provided Active (i) promptly gives Client written notice of the Claim Against Active; provided, however, that Client shall not be excused from its indemnification obligations unless a delay in providing such notice impairs Client’s ability to defend the Claim Against Active; (ii) gives Client sole control of the defense and settlement of the Claim Against Active (except that Client may not settle any Claim Against Active unless it unconditionally releases Active of all liability), and (iii) gives Client all reasonable assistance, at Client’s expense. The above defense and indemnification obligations do not apply to the extent a Claim Against Active arises from Active’s breach of this Agreement. 3.7. Sole Remedy. This “Mutual Indemnification” Section states the indemnifying party’s sole liability to, and the indemnified party’s exclusive remedy against, the other party for a third-party claim that constitutes either a Claim Against Client or a Claim Against Active as described in this Section. 3.8. Definition of Confidential Information. During the Term (as defined in the applicable Product Attachment) of this Agreement and for a period of three (3) years after the expiration of or the termination of this Agreement each party acknowledges and agrees that “Confidential Information” means all information disclosed by a party (“Disclosing Party”) to the other party (“Receiving Party”), whether orally or in writing, that is designated as confidential or that reasonably should be understood to be confidential given the nature of the information and the circumstances of disclosure. Confidential Information of Client includes Client data; Confidential Information of Active includes the Products; and Confidential Information of each party, solely by way of illustration, and not in limitation, shall include the following information: the terms and conditions of this Agreement (including pricing), financial data, plans, forecasts, Intellectual Property, methodologies, as well as business and marketing plans, technology and technical information, product plans and designs, Client information, strategic analyses and business processes, in each instance disclosed by such Disclosing Party or any of its Representatives regarding it and its Affiliates. However, Confidential Information does not include any information that the Receiving Party can demonstrate (i) is or becomes generally known to the public without breach of any obligation owed to the Disclosing Party; (ii) was known to the Receiving Party prior to its disclosure by the Disclosing Party without breach of any obligation owed to the Disclosing Party; (iii) is received from a third party without breach of any obligation owed to the Disclosing Party; or (iv) was independently developed by the Receiving Party without use of or reference to the Disclosing Party’s Confidential Information, as evidence by prior documentation or tangible embodiments of such information 3.9. Protection of Confidential Information. The Receiving Party will use the same degree of care that it uses to protect the confidentiality of its own confidential information of like kind (but not less than reasonable care) (i) not to use any Confidential Information of the Disclosing Party for any purpose outside the scope of this Agreement, and (ii) except as otherwise authorized by the Disclosing Party in writing, to limit access to Confidential Information of the Disclosing Party to those of its and its respective Affiliates’ employees, officers, directors, agents, representatives and contractors, including, legal counsel, tax advisors and/or accountants who need that access for purposes consistent with this Agreement and who have signed confidentiality agreements with or are otherwise subject to enforceable obligations to the Receiving Party that contain protections no less stringent than those herein (collectively, “Representatives”). Neither party will disclose the terms of this Agreement to any third party other than its Representatives without the other party’s prior written consent, provided that a party that makes any such disclosure to its Representatives will remain responsible for such Representatives compliance with this “Confidentiality” Section. 3.10. Required Disclosure. The Receiving Party may disclose Confidential Information of the Disclosing Party to the extent compelled by law to do so, provided the Receiving Party gives the Disclosing Party prior notice of the compelled disclosure (to the extent legally permitted) and reasonable assistance, at the Disclosing Party's cost, if the Disclosing Party wishes to contest the disclosure. If the Receiving Party is compelled by law to disclose the Disclosing Party’s Confidential Information as part of a civil proceeding to which the Disclosing Party is a party, and the Disclosing Party is not contesting the disclosure, the Disclosing Party will reimburse the Receiving Party for its reasonable cost of compiling and providing secure access to that Confidential Information. 4. DISCLAIMERS AND LIMITATION OF LIABILITY. 4.1. EXCEPT AS OTHERWISE SET FORTH HEREIN AND TO THE EXTENT PERMITTED BY APPLICABLE LAW, CLIENT ACKNOWLEDGES AND AGREES THAT THE PRODUCTS ARE PROVIDED ON AN “AS IS” AND “AS AVAILABLE” BASIS. THE WARRANTIES, IF ANY, SET FORTH HEREIN AND IN THE PRODUCT ATTACHMENTS ARE LIMITED TO THEIR EXPRESS TERMS AND ARE IN LIEU OF, AND ACTIVE, ITS LICENSORS, AND SUPPLIERS EXPRESSLY DISCLAIM TO THE MAXIMUM EXTENT PERMITTED BY LAW, ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, ORAL OR WRITTEN, INCLUDING ANY (a) WARRANTY THAT THE PRODUCTS ARE ERROR-FREE OR “BUG”-FREE, ACCURATE, SECURE, OR RELIABLE; (b) WARRANTY THAT THE PRODUCTS WILL OPERATE WITHOUT INTERRUPTION; (c) WARRANTY THAT ALL ERRORS WILL BE CORRECTED OR THAT THE PRODUCTS WILL COMPLY WITH ANY LAW, RULE, OR REGULATION; (d) IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, OR NON-INFRINGEMENT; (e) IMPLIED WARRANTIES ARISING FROM STATUTE, COURSE OF DEALING, COURSE OF PERFORMANCE, OR USAGE OF TRADE; AND (f) WARRANTY THAT THE PRODUCTS WILL MEET CLIENT’S REQUIREMENTS. ACTIVE WILL NOT BE LIABLE FOR INDIRECT DAMAGES OR LOSSES (IN CONTRACT, STATUTE, TORT, OR OTHERWISE), INCLUDING DAMAGES FOR LOST PROFITS, LOST SAVINGS, COST OF REPLACEMENT PRODUCTS, LOST DATA, LOSS OF USE OF INFORMATION OR PRODUCTS, OR ANY INCIDENTAL, CONSEQUENTIAL, EXEMPLARY, PUNITIVE, OR SPECIAL DAMAGES, WHETHER OR NOT ACTIVE HAS PREVIOUSLY BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. HOWEVER, SOME JURISDICTIONS DO NOT ALLOW THE EXCLUSION OR LIMITATION OF LIABILITY FOR CONSEQUENTIAL OR INCIDENTAL DAMAGES, SO THE ABOVE LIMITATION ONLY APPLIES WHERE ALLOWED. TO THE EXTENT PERMITTED BY APPLICABLE LAW, ACTIVE’S TOTAL AGGREGATE LIABILITY FOR ALL MATTERS ARISING FROM OR RELATED TO THIS AGREEMENT IS LIMITED TO (I)THE AMOUNT OF FEES ACTUALLY PAID BY CLIENT AS CONSIDERATION FOR THE SPECIFIC PRODUCT UNDER THE APPLICABLE SCHEDULE GIVING RISE TO SUCH CLAIMS DURING THE TWELVE (12) MONTH PERIOD PRECEDING THE DATE ON WHICH THE FIRST CAUSE OF ACTION AROSE LESS ANY AMOUNTS PAID BY ACTIVE WITH RESPECTIVE TO LIABILITIES UNDER THIS AGREEMENT, OR (II) IF NO SUCH PAYMENTS HAVE BEEN MADE OR SUCH AMOUNTS CANNOT BE CALCULATED, 10,000 U.S. DOLLARS (OR THE EQUIVALENT THERETO AS DETERMINED BY THE APPLICABLE COUNTRY’S CURRENCY), AS APPLICABLE. NOTWITHSTANDING THE ABOVE, IF CLIENT RESIDES OUTSIDE OF THE U.S., THIS DOES NOT AFFECT ACTIVE’S LIABILITY FOR DEATH OR PERSONAL INJURY ARISING FROM ITS NEGLIGENCE, NOR FOR FRAUDULENT MISREPRESENTATION, MISREPRESENTATION AS TO A FUNDAMENTAL MATTER, OR ANY OTHER LIABILITY WHICH CANNOT BE EXCLUDED OR LIMITED UNDER APPLICABLE LAW. 4.2. TO THE EXTENT THIS AGREEMENT IS GOVERNED BY ENGLISH LAW, THE FOLLOWING APPLIES: ACTIVE IS LIABLE UNDER APPLICABLE STATUTORY PROVISIONS FOR INTENT AND GROSS NEGLIGENCE. THE SAME APPLIES TO ASSUMPTIONS OF GUARANTEES, STRICT LIABILITY, OR INJURY TO LIFE, LIMB, OR HEALTH. ACTIVE IS LIABLE FOR ANY NEGLIGENT BREACHES OF ESSENTIAL CONTRACTUAL OBLIGATIONS BY ACTIVE BUT THE AMOUNT SHALL BE LIMITED TO THE TYPICALLY OCCURRING FORESEEABLE DAMAGE. ANY ADDITIONAL LIABILITY OF ACTIVE IS EXCLUDED. Contract # ________________ Version: 07/05/24 Page 4 of 7 General Terms 4.3. TO THE EXTENT THIS AGREEMENT IS GOVERNED BY AUSTRALIAN LAW, THE FOLLOWING APPLIES: EXCEPT AS EXPRESSLY PROVIDED IN THIS AGREEMENT AND EXCEPT FOR ANY CONDITION OR WARRANTY, THE EXCLUSION OF WHICH COULD BE VOID OR OTHERWISE CONTRAVENE THE TRADE PRACTICES ACT 1974 (CTH) OR ANY OTHER APPLICABLE LAW (“NON EXCLUDABLE CONDITION”), ALL SOFTWARE AND SERVICES OF ACTIVE ARE PROVIDED TO CLIENT ON AN “AS-IS” BASIS WITHOUT WARRANTIES OF ANY KIND, EITHER EXPRESS OR IMPLIED, INCLUDING, WITHOUT LIMITATION, WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. EXCEPT FOR ANY NON-EXCLUDABLE CONDITION OR OTHERWISE AS CONTAINED IN THIS AGREEMENT, ACTIVE EXPRESSLY DISCLAIMS ANY WARRANTY THAT THE USE OF ITS SOFTWARE OR SERVICES WILL BE UNINTERRUPTED OR ERROR FREE OR THAT THE SPECIFICATIONS WILL MEET CLIENT’S REQUIREMENTS. WHERE LEGISLATION IMPLIES INTO THIS AGREEMENT ANY NON-EXCLUDABLE CONDITION, ACTIVE’S LIABILITY FOR ANY BREACH OF SUCH NON-EXCLUDABLE CONDITION WILL BE LIMITED AT ACTIVE’S SOLE DISCRETION TO ONE OR MORE OF THE FOLLOWING: (1) IN THE CASE OF GOODS, ANY ONE OR MORE OF THE FOLLOWING: (I) THE REPLACEMENT OF THE GOODS OR THE SUPPLY OF EQUIVALENT GOODS; (II) THE REPAIR OF THE GOODS; (III) THE PAYMENT OF THE COST OF REPLACING THE GOODS OR OF ACQUIRING EQUIVALENT GOODS; OR (IV) THE PAYMENT OF THE COST OF HAVING THE GOODS REPAIRED; (2) IN THE CASE OF SERVICES: (I) THE SUPPLYING OF THE SERVICES AGAIN; OR (II) THE PAYMENT OF THE COST OF HAVING THE SERVICES SUPPLIED AGAIN. (B) ACTIVE SHALL NOT BE LIABLE FOR INDIRECT, INCIDENTAL, CONSEQUENTIAL, OR SPECIAL OR PUNITIVE DAMAGES INCLUDING WITHOUT LIMITATION DAMAGES FOR LOST PROFIT, LOSS OF GOODWILL, WORK STOPPAGE, DATA LOSS, ANTICIPATED SAVINGS OR COMPUTER FAILURE WHETHER IN AN ACTION IN CONTRACT OR TORT, EVEN IF ACTIVE OR ANY OTHER PERSON HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES OR IF SUCH LOSS OUGHT REASONABLY TO HAVE BEEN IN THE CONTEMPLATION OF THE PARTIES AT THE AGREEMENT DATE. DESPITE ANY OTHER PROVISION CONTAINED IN THIS AGREEMENT, ACTIVE’S TOTAL AGGREGATE LIABILITY FOR ALL MATTERS ARISING FROM OR RELATED TO THIS AGREEMENT IS LIMITED TO THE AMOUNT OF FEES ACTUALLY PAID BY CLIENT AS CONSIDERATION FOR THE SOFTWARE AND SERVICES GIVING RISE TO SUCH CLAIM DURING THE TWELVE (12) MONTH PERIOD PRECEDING THE DATE ON WHICH THE CAUSE OF ACTION AROSE LESS ANY AMOUNTS PAID BY ACTIVE WITH RESPECTIVE TO LIABILITIES UNDER THIS AGREEMENT. 4.4. FOR THE PURPOSES OF THIS SECTION 4 AND ANY INDEMNIFICATION PROTECTING ACTIVE UNDER THIS AGREEMENT, REFERENCE TO ACTIVE WILL ALSO INCLUDE ITS SUPPLIERS AND LICENSORS. 5. TERM AND TERMINATION. 5.1. Term. The Term (as defined in the applicable Product Attachment) for each Product offered under this Agreement will be as set forth in the applicable Product Attachment. This Agreement will continue until either party terminates all Schedules and Product Attachment as provided hereunder. 5.2. Termination. Either party may terminate this Agreement, including any or all Product Attachments and Schedules executed hereunder, immediately upon written notice: (a) in the event that the other party commits a non-remediable material breach of this Agreement and/or the applicable Product Attachment or Schedule, or if the other party fails to cure any remediable material breach or provide a written plan of cure acceptable to the non-breaching party within thirty (30) days of being notified in writing of such breach, except for breach of Section 2 of these General Terms which will have a ten (10) day cure period; or (b) in the event of institution of bankruptcy, receivership, insolvency, reorganization, or other similar proceedings by or against either party under any section or chapter of the United States Bankruptcy Code, as amended, or under any similar laws or statutes of the United States or any state thereof, if such proceedings have not been dismissed or discharged within thirty (30) days after they are instituted; or the insolvency or making of an assignment for the benefit of creditors or the admittance by either party of any involuntary debts as they mature or the institution of any reorganization arrangement or other readjustment of debt plan of either party not involving the United States Bankruptcy Code. Where a party has the right to terminate this Agreement, such party may at its discretion either terminate the entire Agreement or the applicable Product Attachment or Schedule; provided however, that termination of a Product Attachment will automatically terminate all Schedules entered into pursuant to such Product Attachment. Product Attachments and Schedules that are not terminated will continue in full force and effect under the terms of this Agreement. Following termination of this Agreement or a Product Attachment (for whatever reason), if requested by Active, Client will certify that it has returned or destroyed all copies of the applicable Protected Materials and acknowledges that its rights to use the same are relinquished. Except for the refund of prepaid fees set forth in Section 3.5 (Infringement), as applicable, termination for any reason will not excuse Client’s obligation to pay in full any and all amounts due, nor will termination by Active result in a refund of fees paid. 5.3. Suspension. Active will be entitled to suspend any or all Products or deactivate Client’s account, including suspending its performance and obligation to remit payments hereunder, upon ten (10) days’ written notice to Client in the event Active reasonably believes that Client is in breach of this Agreement, Client’s use of the Products is not in compliance with applicable law or the Agreement, is fraudulent, or is otherwise suspect, or if there is a dispute as to the legal authority of a Client- associated party to perform hereunder. Further, Active, in its sole discretion, may terminate Client’s password, accounts (or any part thereof), and/or Client’s right to use the Products, and remove and discard any and all of Client’s content within the Products, at any time for any reason or no reason, including, without limitation, for lack of use, failure to timely pay any fees or other monies due Active, or if Active believes Client has violated or acted inconsistently with the letter or sprit of this Agreement. Client agrees that any termination of its use of the Products may be effected without prior notice, and acknowledges and agrees that Active may immediately deactivate or delete Client’s account and all related content and files related to Client’s account and/or bar any further access to such files or Products. Further, Client agrees that Active shall not be liable to Client or any third party for any termination of use of or access to the Products . All provisions of this Agreement that by their nature should survive termination of Client’s right to use the Products shall survive (including, without limitation, all limitations of liability, releases, indemnification obligations, disclaimers of warranties and Intellectual Property protections and licenses). 6. GENERAL PROVISIONS. 6.1. Force Majeure. Neither party will incur any liability to the other party on account of any loss, claim, damage, or liability to the extent resulting from any delay or failure to perform all or any part of this Agreement, if and to the extent such delay or failure is caused, in whole or in part, by events, occurrences, or causes beyond the reasonable control and without any negligence on the part of the party seeking protection under this subsection, including internet service provider or third party payment delays or failures, acts of God, strikes, lockouts, riots, acts of war, terrorism, earthquake, fire, or explosions. Dates by which performance obligations are scheduled to be met will be extended for a time equal to the time lost due to the delay so caused. 6.2. Assignment. Active may assign this Agreement and any or all of its rights and obligations herein without Client’s approval. Client may not resell, assign, or transfer any of its rights or obligations under this Agreement except as expressly provided herein, and any attempt to resell, assign, or transfer such rights or obligations without the prior written consent of Active will be null and void. Contract # ________________ Version: 07/05/24 Page 5 of 7 General Terms 6.3. Change of Control. Client will cause each Schedule hereunder to be assigned to (a) the purchaser of all or substantially all of Client’s assets or equity securities or (b) to any successor by way of merger, consolidation, or other corporate reorganization of Client ((a) and (b) together, a “Change of Control”). Client will provide written notice to Active of any proposed or completed Change of Control as soon as permissible and in any event within five (5) days of the public announcement or close of the transaction, whichever occurs first. Within the thirty (30) day period following such notice, Active will have the right to immediately terminate each applicable Schedule if Active determines, in its reasonable good faith discretion that the purchaser or assignee is a competitor of Active or a party with whom Active does not want to do business. Client agrees to require that the purchaser or assignee (as outlined in this Section 6.3) agree, in writing, to be bound by the terms and conditions of the Agreement and each applicable Schedule. 6.4. Export; Anti-Bribery. The Products may include encryption software or other encryption technologies that may be controlled for import, transfer, export, or other purposes under Export Laws. Client may not export, re-export, transfer, or re-transfer or assist or facilitate in any manner the export, re-export, transfer, or re-transfer of, or provide access to, any portion of the Products in violation of Export Laws, as determined by the laws under which Client operates, including: (a) to any country on Canada’s Area Control List; (b) to any country subject to U.N. Security Council embargo or action; (c) contrary to Canada’s Export Control List Item 5505; (d) to countries subject to U.S. economic sanctions and embargoes; and (e) to persons or entities prohibited from receiving U.S. exports or U.S.-origin items, including, to any person or entity appearing on the Office of Foreign Assets Control's Specially Designated Nationals and Blocked Persons List; the Bureau of Industry and Security's Denied Persons List, Entity List, or Unverified List; or the Department of State Debarred List. Client hereby represents and covenants that: (i) Client is eligible to access the Products under Export laws and all other applicable laws; and (ii) Client will import, export, re-export, transfer, or re-transfer the Products to, or use or access the Products in, any country or territory only in accordance with Export Laws and all other applicable laws. Furthermore, Client hereby represents and covenants that, in connection with its respective activities conducted under this Agreement, it will comply with the U.S. Foreign Corrupt Practices Act of 1977, as amended, the U.K. Bribery Act of 2010, as amended, and the Convention on Combating Bribery of Foreign Public Officials and has not, and will not, make or receive, directly or indirectly, any payments or gifts, or offers or promises of payments or gifts or things of value in exchange for anything that may arise out of this Agreement in a manner that would violate these laws and rules or any other applicable anti-corruption or anti-bribery laws or regulations. 6.5. Notices. Any notices required to be given under this Agreement will be in writing sent to the address on file with Active for Client or, in the case of Active, to the address set forth in Section 7 of these General Terms to the attention of Legal Department. Notices will be deemed received the next day if sent via overnight mail or courier with confirmation of receipt, or three (3) days after deposited in the mail sent certified or registered. 6.6. Relationship. This Agreement is not intended to create a partnership, franchise, joint venture, agency, or a fiduciary or employment relationship. Neither party may bind the other party or act in a manner which expresses or implies a relationship other than that of independent contractor. 6.7. Severability. If any part or provision of this Agreement is held to be unenforceable, illegal, or invalid by a court of competent jurisdiction for any reason whatsoever, (a) the validity, legality, and enforceability of the remaining provisions of this Agreement (including all portions of any provisions containing any such unenforceable provision that are not themselves unenforceable) will not in any way be affected or impaired thereby, and (b) to the fullest extent possible, the unenforceable, illegal, or invalid provision will be deemed modified and replaced by a provision that approximates the intent and economic effect of the unenforceable, illegal, or invalid provision and this Agreement will be deemed amended accordingly. 6.8. Survival. The following provisions will survive any termination, cancellation, or expiration of this Agreement: Sections 1, 2, 3.2, 3.5, 3.6, 3.7, 3.8, 3.9, 4, 5.2, 6, and 7 of these General Terms, and such other provisions that should reasonably survive termination, cancellation, or expiration hereof. 6.9. Amendments; No Waiver. No amendment or waiver of any provision of this Agreement will be effective unless it is in writing and signed by both parties. 6.10. Entire Agreement. This Agreement constitutes the parties’ entire agreement relating to its subject matter. It cancels and supersedes all prior or contemporaneous oral or written communications, agreements, requests for proposals, proposals, conditions, representations, and warranties, or other communication between the parties relating to its subject matter as well as any prior contractual agreements between the parties. All pre-printed terms of any Client purchase order, business processing document, or on-line terms will have no effect. There have been no material representations or statements by any person or party to this Agreement as an inducement for a party hereto to accept this Agreement other than what is expressly set forth in writing herein. 6.11. No Third-Party Beneficiaries. This Agreement is for the benefit of the parties and their successors and permitted assigns, and does not confer any rights or benefits on any third party, including any employee of a party, any client of a party, or any employee of a client of a party. Notwithstanding the above, the parties acknowledge that all rights and benefits afforded to Active under this Agreement will apply equally to its licensors and suppliers, and the owner of the Third-Party Products with respect to the Third-Party Products, and such third parties are intended third party beneficiaries of this Agreement, with respect to the Third-Party Products as applicable. 6.12. Governing Law and Venue. Except as set forth below, this Agreement will be governed by the laws of the State of Texas, without giving effect to the conflict of law provisions thereof and as applicable under United States federal law. The parties irrevocably agree that any legal action or proceeding relating to this Agreement will be instituted only in any state or federal court in Dallas County, Texas. Neither the United Nations Convention of Contracts for the International Sale of Goods nor the Uniform Computer Information Transactions Act will apply to this Agreement. THE PARTIES HERETO IRREVOCABLY WAIVE ANY AND ALL RIGHTS TO A TRIAL BY JURY IN ANY LEGAL PROCEEDING ARISING OUT OF OR RELATING TO THIS AGREEMENT. Notwithstanding the above, for purposes of this Agreement, certain of the terms and conditions will vary depending on the location of the Client. If a country or term is not specified below, then the Governing Law and Venue set forth above shall apply. If Client’s principal place of business is in: The governing law is: The courts having exclusive jurisdiction are: Canada Province of British Columbia Province of British Columbia United Kingdom, Ireland, Germany, France, or Austria England England Singapore Singapore Singapore New Zealand England England Hong Kong Hong Kong Hong Kong Australia New South Wales Sydney, New South Wales Contract # ________________ Version: 07/05/24 Page 6 of 7 General Terms Switzerland England England Denmark England England Netherlands England England Spain England England Sweden England England 6.13 Order of Precedence. To the extent any terms and conditions of these General Terms conflict with the terms and conditions of any Product Attachment, the provisions of the Product Attachment will control. To the extent any provision of these General Terms or any Product Attachment conflict with the provisions of a Third - Party EULA, the Third-Party EULA will control. In the event of a conflict between a Schedule and these General Terms or the applicable Product Attachment, the General Terms or the applicable Product Attachment will control, provided, however, that such standard variable terms such as price, quantity, license scope, payment terms, shipping instructions, and the like will be specified on each Schedule. Further, Client agrees and acknowledges that it shall not itself, or through any Affiliate, employee, consultant, contractor, agent, or other third party, amend, alter, or contract away (or seek to amend, alter, or contract away) any of its rights, liabilities, or obligations under this Agreement through any means (including, but not limited to, through any waiver, contract, terms, or communication with End Users (individually and collectively, “Client Terms”). Client agrees and acknowledges that any such amendment, alteration, or contracting away of any such liabilities, or obligations under this Agreement shall be void, and of no force or effect. Active shall bear no liability or obligation to any End User under any Client Terms, and any provision of any Client Terms that is inconsistent with this Agreement, or that expressly, implicitly, or effectively imputes any liability or obligation upon Active to any End User or to any other third party shall be void, and of no force or effect. 6.14 Interpretation. Any reference to a statutory provision includes a reference to any modification or re-enactment of it from time to time. The headings and pronouns contained herein are for convenience and ease of reference only and will not affect the construction or interpretation of this Agreement. The word “including” in this Agreement means “including, without limitation.” All references to days means calendar days. This Agreement will not be construed in favor of or against a party based on the author of the document. 6.15 Counterparts. These General Terms and each Product Attachment, Schedule, and any exhibits thereto may be executed in one or more counterparts, each of which will constitute an enforceable original of this Agreement, and the parties agree that electronic or digital signatures, as well as PDF scanned copies of signatures, will be as effective and binding as original signatures. 6.16 Remedies Cumulative; Injunctive Relief. All rights and remedies provided in this Agreement are cumulative and not exclusive of any other rights or remedies that may be available to the parties, whether provided by law, equity, statute, in any other agreement between the parties or otherwise. Furthermore, in the event of a breach or threatened breach of the Intellectual Property obligations in this Agreement, Active, in addition to any and all other rights (at law or in equity) which may be available, will have the right of injunctive relief and other appropriate equitable remedies to restrain any such breach or threatened breach, without the requirement of posting a bond. 6.17 U.S. Government Restricted Rights. The Products are provided with restricted rights. Use, duplication, or disclosure by the U.S. Government is subject to restrictions as set forth in subparagraph (c) of The Rights in Technical Data and Computer Software clause at DFARS 252.227-7013, or subparagraphs (b)(1) and (2) of the Commercial Computer Software - Restricted Rights at 48 CFR 52.227-19, as applicable. The Manufacturer is Active Network, LLC or one of its Affiliates or subsidiaries. 7. DEFINITIONS. “Active” means Active Network, LLC, or, if Client’s principal place of business is in Canada, The Active Network, Ltd., together with their Affiliates, with an office located at 3400 N. Central Expressway, Suite 300, Richardson, TX 75080. “Affiliates” of a designated corporation, company, partnership, or other entity means all entities which control, are controlled by, or are under common control with the named entity, whether directly or through one or more intermediaries. For purposes of this definition “controlled” and “control” mean ownership of more than 50% of the voting capital stock or other interest having voting rights with respect to the election of the board of directors or similar governing authority. “Agreement” means these General Terms, together with all Product Attachments and Schedules accepted by the parties (as described in the Preamble). “Client” means the individual who accepts this Agreement (as described in the Preamble) and any business entity on behalf of which such individual accepts this Agreement. “Documentation” means the user instructions, release notes, manuals, or on-line help files in the form generally made available by Active, regarding the use of the applicable Products, as updated by Active from time to time. “Effective Date” means the date of last signature on page one of this Agreement. “End Users” means users who register for, sign up, or otherwise use the Products in connection with the Events (as defined in the applicable Product Attachment). “Export Laws” means export control laws and regulations of the countries and/or territories in which Active operates or in which the Products are used, accessed, or from which the Products are provided. “Hardware” means computer hardware, equipment, and/or utilities supplied by Active pursuant to a Schedule. “Intellectual Property” means any and all intellectual property and proprietary rights (in whole or in part) recognized in any country or jurisdiction in the world, now or hereafter existing, and whether or not perfected, filed, or recorded, including inventions, technology, patent rights (including patent applications, divisions, and disclosures), copyrights and all works of authorship (whether or not copyrightable), moral rights, trade secrets, trademarks and other indicators of source (and the goodwill associated therewith), service marks, trade dress, logos, methodologies, procedures, processes, know-how, tools, utilities, techniques, protocols, various concepts, ideas, methods, models, templates, software, source code, algorithms, tools, utilities, the generalized features of the structure, sequence and organization Contract # ________________ Version: 07/05/24 Page 7 of 7 General Terms of software, user interfaces and screen designs, layouts, general purpose consulting and software tools, utilities and routines, and logic, coherence and methods of operation of systems, training methodology and materials, which Active has created, acquired, or otherwise has rights in, and may, in connection with the Products or the performance of Services hereunder, create, employ, provide, modify, create, acquire, or otherwise obtain rights in, and i n each case includes any derivative works, alterations, and other modifications using, incorporating, based on, or derived from the foregoing. “Maintenance Services” means the provision of Updates and Upgrades related to the SaaS all as more particularly set out in the applicable Product Attachment and/or Schedule. “Participant Information” means certain information that Active collects from End Users, individuals, and/or licensees as part of the registration process for Events (as defined in the applicable Product Attachment). “Preamble” means the first paragraph of these General Terms. “Products” means, collectively, SaaS, Services, Hardware, and all other services, products, or materials provided by Active to Client under the terms of this Agreement. “Professional Services” means the implementation, site planning, configuration, integration, and deployment of the SaaS, training, project management, or other consulting services. “Protected Materials” means Products, except for Hardware. “SaaS” means (a) the software as a service which is hosted by Active or its hosting providers and which is accessed by Client and its users via the internet; (b) Active’s web sites; and (c) associated services, as more fully described in the applicable Product Attachment. SaaS functionality is subject to change from time to time at Active’s sole discretion. “Services” means, collectively, (a) Professional Services; (b) Maintenance Services; (c) Support Services; and (d) any other services set forth in a Schedule. “Schedule” means the document, schedule, quote, pricing form, web page, order form, or similar document and the terms and conditions contained therein “accepted” (as described in the Preamble) by the parties that describes order-specific information, such as a description of Products ordered, features, options, license details, and fees. “Support Services” means the provision of technical assistance for SaaS or Hardware as further described in an applicable Product Attachment and/or Schedule. “Taxes” means any and all applicable taxes, including sales, use, excise, withholding, assessments, stamp, transfer, value-added, duties, tariffs, export charges, import charges, and other taxes or assessments (however designated) imposed by any foreign, federal, provincial, state, or local governmental authority upon or applicable to Products arising out of this Agreement, other than those based on Active’s net income. “Third Party EULA” means the end user license agreement, if any, that accompanies the Third-Party Products, which governs the use of or access by Client to the applicable Third-Party Products. “Third Party Products” means that hardware, firmware and/or software products, including updates and enhancements thereto, if any, owned by third parties, together with all user manuals and other documents accompanying the delivery of the Third-Party Products. “Updates” means bug fixes, patches, error corrections, minor releases, or modifications or revisions that enhance existing performance of the SaaS that are provided as part of Maintenance Services. Updates exclude Upgrades. “Upgrades” means a new SaaS release that contains major functionality enhancements or improvements; and which is designated by an incremental increase in the release number to the left of the decimal point (by way of example only, release 5.0 designates an Upgrade from release 4.x). Upgrades exclude new products, modules or functionality for which Active generally charges a separate fee. “User” means an individual who is authorized by Client to use the Products and to whom Client (or Active at Client’s request) has supplied a user identification and password. Users may include employees, consultants, contractors and agents of Client, and third parties with which Client transacts business, but shall not include Client’s End User. Contract # ________________ Version: 07/05/24 Page 1 of 3 Recreation and Membership Management Product Attachment Recreation and Membership Management Product Attachment This document is a “Product Attachment” as defined in the General Terms entered into by Client and Active and is subject to and incorporates by reference the provisions of the General Terms. This Product Attachment is effective as of the date it is “accepted” (in accordance with the Preamble to the General Terms). Any capitalized terms not defined herein have the meaning ascribed to them in the General Terms. 1. SERVICES. Active will provide the Products related to events, camps, licenses, classes, tickets, contests, permits, facility/equipment use, transactions, sales, memberships, reservations, donations, and/or activities (together, “Events”), including without limitation access to its Products. Client agrees to cooperate with Active and to provide Active with certain information relating to Client’s organization as necessary for Active to provide the Products. Products provided hereunder are deemed delivered when access is made available to Client. 2. LICENSE TO INTELLECTUAL PROPERTY/PROMOTION. 2.1. Active hereby grants to Client a limited, non-exclusive, non-transferable, non-sublicensable license during the Term of this Product Attachment (a) to use the Products for the purposes of offering, promoting, managing, tracking, and collecting fees in connection with Client’s Event(s) solely in accordance with the Agreement and the Schedule, which for purposes hereof will include the support and maintenance handbook applicable to the Products (available for review in the Client portal), as may be updated from time to time, and (b) to display, reproduce, distribute, and transmit in digital form Active’s name and logo solely for the purposes set forth in this Section 2. Client hereby grants to Active a limited license to use information provided by Client relating to Client’s organization and Event, which may include content regarding the Event, Client’s organization’s name, trademarks, service marks, and logo (collectively, the “Marks”), in connection with the promotion of Client’s organization or Events and the Products that Active provides. 2.2. Client will make reasonable efforts to promote and encourage the use and availability of the Products in connection with the promotion of Events. During the Term of this Product Attachment, Active will be the sole and exclusive provider of registration software and other services similar to the Products provided to Client hereunder for all of Client’s Events for which registration begins during the Term of this Product Attachment until the Event occurs. For clarity, if an Event occurs after this Agreement is terminated, other than for Active’s uncured material breach, and registration for such Event begins during the Term of this Agreement, then Active Products shall be used. Client expressly understands and agrees that the exclusivity set forth in this Section 2.2Error! Reference source not found. is consideration in exchange for the pricing and other benefits being provided to Client hereunder. Without limiting the foregoing, Client will not enter into any agreement, arrangement, or relationship with any other party that offers online registration or transaction processing services similar to the Products provided to Client hereunder. 2.3. Active may present commerce offers to users who register for, sign up, or otherwise use the Products in connection with the Events (“End Users”). Any such End Users may opt in to receive information, items, or promotions/deals from Active or third parties, in which case, Active or such third party will be responsible for fulfillment and providing customer service for any such offers. Client will not present any competing offers to End Users. 3. PRIVACY AND DATA PROTECTION. 3.1 End User Personal Information. The Products are designed to enable Client to collect information from and about End Users. Information that identifies, relates to, describes, is reasonably capable of being associated with or could reasonably be linked, directly or indirectly, with a particular End User shall be referred to herein as “End User Personal Information.” The Products process two forms of End User Personal Information: 3.2 End User Accounts. When an End User interacts with the Products for the first time, Active creates an account for that End User (“End User Account”). Active authenticates the End User in future interactions with the Products by requiring the End User to log in to their End User Account. Active maintains End User Accounts pursuant to the Terms of Use and Privacy Notice that Active displays to the End User when the End User creates the End User Account. 3.3 Participant Information. Client will have the ability to use the Products to collect a wide variety of End User Personal Information from authenticated End Users, including through the use of forms and features that enable the collection of images and other attachments (“Participant Information”). As between the Parties, Client is exclusively responsible for providing any notices, procuring any consents, and otherwise taking any steps that are necessary to ensure that Active’s collection, storage, and processing of Participant Information on behalf of Client, as contemplated by this Agreement, is compliant with Data Protection Laws. For the purposes of this Product Attachment, “Data Protection Laws” means all local, state, federal and foreign privacy, security, marketing and consumer protection laws and regulations applicable to the processing of Participant Information. Active will process Participant Information solely for the purpose of providing the Products to Client, and as otherwise permitted by Data Protection Laws. Client agrees that it will process Participant Information at all times in compliance with Data Protection Laws, and that it will not use any Participant Information to communicate with any End User in a manner that violates the CAN-SPAM Act, the Canadian Anti-Spam Legislation, the Telephone Consumer Protection Act, or any other law or regulation applicable to Client’s outreach to End Users via email or SMS. Client further agrees that Client will not permit any Affiliate or third party to access or process any Participant Information in a manner inconsistent with this Agreement, or in a manner which would cause Active’s processing of such Participant Information, as contemplated by this Product Attachment, to violate Data Protection Laws. If Client is subject to a Data Protection Law that requires the Parties to enter into a Data Protection Addendum that includes terms supplemental to this Product Attachment, it is Client’s obligation to notify Active of that requirement. 3.4 Data Retention. The Products are not designed to serve as a permanent system of record. During the Term, Active reserves the right to delete any Participant Information that has not been accessed or modified within a trailing period of five (5) years. At the conclusion of the Term, Active will: (i) convert all Participant Information to a backup format approximately thirty (30) days after the end of the Term; and (ii) permanently delete all Participant Information approximately one (1) year after the end of the Term. If Client is subject to any legal obligation that would require Client to maintain any Participant Information for a longer period than those set forth in this Section 3.2, it is Client’s responsibility to retrieve that Participant Information from the products and to store it in another format within the time periods allotted. Notwithstanding anything else set forth in the Agreement or in this Product Attachment, Active shall not be in any way responsible for any negative consequences associated with Client’s failure to adhere to the requirements set forth in this Section 3.2. 3.5 Prohibition on Certain Categories of Participant Information. The Products are customizable, meaning Client has the ability to choose what kinds of Participant Information Client will use the Products to collect. Client agrees, however, that Client will not use the Products to collect or otherwise process: (i) any personal health information that is subject to the Health Insurance Portability and Accountability Act of 1996 (“HIPAA”) and its accompanying regulations, or any relevant amendments thereto; (ii) any Participant Information from or about a minor, without procuring and documenting a prior consent that meets the requirements of any applicable Data Contract # ________________ Version: 07/05/24 Page 2 of 3 Recreation and Membership Management Product Attachment Protection Laws, and maintaining such documentation for the duration of the Term; (ii) any cardholder data subject to the Payment Card Industry Data Security Standard (“PCI-DSS”), or any other payment card or financial account information, except within pre-defined fields designed for that purpose; or (iii) any unredacted social security numbers or other similar government identifiers, except within pre-defined fields designed for that purpose. If Active discovers any violation of this Section 3.3 by Client, Active reserves the right to promptly and securely dispose of any prohibited Participant Information found within the Products. 3.6 User Accounts. Client is exclusively responsible for: (a) creating and defining under Client’s account in the Products any logons or IDs for Client’s Users of the Products; and (b) defining and maintaining at all times with respect to each such logon or ID the appropriate scope of the applicable User’s authority and permission with respect to the use of the Products and the security controls, restrictions, and limitations that apply with respect to each such User and his or her use of the Products. Client is solely and exclusively responsible for all access and use of the Products (and for any resulting activity or communications) by Client or its Users or that occurs through the use of any logon or ID established by or with respect to Client or any of its Users. Active shall not be liable or responsible for any activity, loss, or damage arising from any unauthorized access to or use of any such logons or IDs or resulting from any failure by Client or its system administrator to establish or assign an appropriate scope of authority or permission, or appropriate security controls, restrictions, or limitations, with respect to any given User, logon, or ID. Client shall immediately notify Active of any known or suspected unauthorized access to or use of Client’s account, or of any logons or IDs established or assigned with respect to Client or its Users, of which Client becomes aware. 4. FEES. 4.1. Client will pay the fees as more fully described in the applicable Schedule. Unless otherwise set forth in the applicable Schedule, Active will charge registration fees to individuals who register for the Events or purchase goods or services online, and will process and collect such fees as a payment facilitator according to the card networks. On a bi-weekly basis, unless otherwise set forth in the applicable Schedule, Active will pay Client sums due to Client based on the total fees collected, net of Active’s service fees as set forth in the applicable Schedule and any other deductions provided herein. The applicable currency will be set forth in the Schedule. 4.2. If applicable, any minimum volume commitment will be set forth in the applicable Schedule. The minimum volume calculation will begin on the date of the first live operational use of the Products for the Event(s) (“Go-Live Date”). If the Schedule indicates that Client is paying on a subscription basis, unless otherwise specified in the applicable Schedule, Client will be invoiced for the first month of subscription fees upon the Go-Live Date, with subsequent subscription fees being invoiced monthly. 4.3. If (a) there are any overdue or overage amounts owed by Client; or (b) there are returned charges or items, including those resulting from any error or complaint related to an Event, Active has the right to charge fees owed to Active by Client by issuing an invoice, or by offsetting the deficiency from any account balance Client maintains with Active or any payment Active owes Client. 4.4. In the event Client is entering into this Product Attachment and using the Products for the benefit of a third-party Event or organization (“Third Party Recipient”), Client agrees that Active can remit amounts directly to the Third Party Recipient identified by Client. In addition, Client will cause each Third Party Recipient to agree to and comply with provisions that are at least as protective of Active as Sections 3 and 4 of the General Terms in Client’s agreement with such Third Party Recipient. Should Client fail to obtain such agreement to such provisions and the failure results in costs or damages to Active, to the extent not prohibited by law, Client agrees to defend, indemnify, and hold Active harmless from any such costs and damages, including, without limitation, reasonable attorneys’ fees. In addition, Client is responsible and liable for each Third Party Recipient’s compliance with the terms and conditions of the Agreement. 4.5. It is Client’s responsibility to notify End Users of Client’s refund policy. Client must ensure that Client’s refund policies are consistent with the Agreement. Client agrees that all fees for a given Event are earned by Client only following either the conclusion or delivery of the applicable Event (as applicable) and all amounts ultimately due to Client will be net of all service fees, reversals, refunds, disputed charges, chargebacks and other deductions whether due to customer complaints, allegations of fraud, discrepancies related to the applicable Event or otherwise. No payments will be made to Client with respect to any Event that is cancelled. If payments have already been made by Active to Client for a cancelled Event or if Active reasonably determines that it is prudent or otherwise necessary to pay a refund to or honor a chargeback request from an End User, Active may issue an invoice or offset an equivalent amount from Client’s account or payment owed by Active to Client and return the value to the End User, and if sufficient funds are not available, Client must reimburse Active on demand. Active will notify Client of the reason for such offset provided that it is lawful to do so. 4.6. Client hereby authorizes and appoints Active as its limited agent to initiate payment card and ACH credit or debit entries to and from Client’s bank account. Payment by Receiver (in the case of ACH entries) or card networks (in the case of Payment Card transactions) to Active is considered the same as payment made directly to Client. Client, upon receipt of funds by Active, must (1) provide the purchased goods or services to the End User, or (2) credit the End User for the full amount of funds received by Active, which credit is not revocable by Client, and evidence this credit in writing in a form capable of being retained for future reference. For transactions involving goods or services, Client must provide the purchased goods and services as agreed to between Client and End User, regardless of whether Active transmits the funds to Client. 5. TERM AND TERMINATION. 5.1. Unless otherwise set forth in the applicable Schedule, this Product Attachment will commence on the Effective Date and will continue in effect until the earlier to occur of (i) its termination in accordance with the terms and conditions below and (ii) the third anniversary of the Effective Date (the “Initial Term”). This Product Attachment shall renew automatically following the Initial Term for subsequent renewal terms thereafter of three (3) years (the “Renewal Term(s)”, and, together with the Initial Term, the “Term”) unless either Party delivers written notice to the other Party at least 12 months prior to the expiration of the then-current Term of its intent to terminate this Product Attachment upon the completion of the Initial Term or any Renewal Term. Unless otherwise set forth in the applicable Schedule, to the extent that Client enters into a Schedule for additional Products that are related to or interoperable with the Products set forth in a previously entered into Schedule, the Term of such subsequent Schedule will be concurrent and coterminous with the Term of the previously entered into Schedule. 5.2. If Client has entered into a sub-merchant agreement for payment processing services, and such agreement is terminated by the applicable acquiring bank, Active may terminate this Product Attachment and the effected Schedule. Contract # ________________ Version: 07/05/24 Page 3 of 3 Recreation and Membership Management Product Attachment 6. NON-APPROPRIATION. Client’s obligations and all amounts payable hereunder are contingent upon sufficient appropriations therefore by Client’s Governing Body. If sufficient appropriations are not made, Client will notify Active of the same, and this Agreement will terminate forthwith. Client represents that it intends to fulfill its obligations under this Agreement and reasonably believes that funds in amounts sufficient to fulfill these obligations lawfully can and will be appropriated and made available for this purpose. In the event funds are not appropriated in amounts sufficient to fulfill these obligations, Client shall use its best efforts to satisfy any requirement for payment from any other source of funds legally available for this purpose. Notwithstanding the foregoing, Client shall notify Active within ten (10) days of any action by Client's governing body not to appropriate funds for payment of Client's obligations hereunder, and will provide with such notice a copy of the resolution, minutes or recording of such action. 7. MISCELLANEOUS. 7.1. Sections Error! Reference source not found. and 7 of this Product Attachment and any fees owed by Client will survive any termination or expiration of the Agreement. 7.2. The “Liquidated Damage Amount” equals the “Annual Projected Contract Value” (to the extent such amount is specified in the applicable Schedule(s)) times the number of years in the then-current Term, minus the amount of revenue already paid to Active during the then-current Term, net of all refunds, credit card chargebacks, and all other deducted amounts. Client agrees that (a) it will pay Liquidated Damages to Active if (i) Client breaches its exclusivity obligations under Section 2.2 of this Product Attachment; (ii) Active terminates a Schedule and/or the Agreement in accordance with Section 5.2 of the General Terms; (iii) Client fails to cause an assignment as specified in Section 6.2 of the General Terms; and/or (iv) Active terminates a Schedule and/or the Agreement pursuant to Section 6.3 of the General Terms; (b) all Liquidated Damage Amounts set forth in the Agreement will automatically reset during each Renewal Term; (c) Active may offset any Liquidated Damages Amount set forth in the Agreement from any account balance Client maintains with Active or any payment Active owes Client; (d) because of the difficulty in making a precise determination of actual damages incurred by Active, the Liquidated Damage Amount will be assessed, not as a penalty, but as a reasonable approximation of costs incurred by Active and Active’s loss of revenue; and (e) that in any suit or other action or proceeding involving the assessment or recovery of liquidated damages, the reasonableness of the Liquidated Damage Amount will be presumed and the liquidated damages assessed will be in addition to every other remedy now or hereinafter enforceable at law, in equity, by statute, or under the Agreement. 1 City Council Action Request 7.R. Meeting Date 2/19/2025 Department Community Development Agenda Category Action Item Title Holcim 2025 Mining Permit Staff Recommendation Adopt Resolution 2025-019 approving the 2025 Mining Permit for Holcim – MWR, Inc. – Nelson Sand & Gravel Facility. Budget Implication N/A Attachments 1. Holcim 2025 Mining Permit CC Memo 2. Holcim 2025 Mining Permit Exhibit 3. Holcim 2025 Mining Permit Resolution 2025-019 TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Riley Rooney, Associate Planner DATE: February 12, 2025 RE: Holcim MWR, Inc. – Annual Mining Permit Proposal Holcim MWR, Inc. (Applicant), formerly Aggregate Industries, has submitted their annual mining permit application to continue mining and processing aggregate materials in the Nelson Sand and Gravel Facility located at 11250 Grey Cloud Trail. The aggregate materials will be incorporated into various products in the Twin Cities metropolitan area and are used for ready mix concrete and/or asphalt in the construction of highways and buildings, etc. A copy of Nelson Sand & Gravel Plant 2025 Mining Plan is attached. The 2025 Mining Operations Plan proposes the following: • Mining and processing approximately 700,000 to 7 25,000 tons of aggregate materials. • Processing, washing, screening, and loading aggregate materials onto barges and trucks. • Operating 24 hours per day seven days a week (Resolution 95-28). Location Map Honorable Mayor, City Council, and Jennifer Levitt Holcim MWR, Inc. – Annual Mining Permit February 12, 2025 Page 2 of 5 Review Process Application Received: January 2, 2025 Acceptance of Completed Application: January 2, 2025 City Council Date: February 19, 2025 60-Day Review Deadline: March 3, 2025 Planning Commission The Planning Commission reviewed the application at their January 27, 2025 meeting. The Commission unanimously (7-to-0 vote) recommended approval of the request with no discussion. Ordinance Requirements City Code Title 3-9 requires that an annual mining permit must be reviewed by the Planning Com- mission within 60 days after the completed application has been accepted by the City. The Plan - ning Commission’s recommendation is forwarded to the City Council for final action. The purpose of the annual mining permit is to: • Ensure the restoration of the mined area is consistent with existing and planned land use patterns and to promote appropriate reuse of the mined areas. • Ensure conformity of mining operations with the City’s Critical Area and Comprehensive Plans. • Control the effects of noise, dust, erosion, traffic, drainage, ground water pollution, and other factors related to mining in general. Background Mining at the existing Nelson Sand and Gravel Mine Facility has occurred since the early 1950s when the J.L. Shiely Company (now known as Holcim Industries) entered a lease agreement with the private landowner. A form of this lease agreement remains in place between the private land- owner and Aggregate Industries today. On October 12, 1982, the Lower Grey Cloud Island Reclamation Concept Plan was approved by a City of Cottage Grove Reclamation Committee. A mining plan prepared by B.B. Chapman in 1982 is par t of that document. A copy of this plan is shown below. With some exceptions, the proposed 2023 Operations Plan generally replicates landforms and topography as approved in 1982. 1982 Reclamation Plan Honorable Mayor, City Council, and Jennifer Levitt Holcim MWR, Inc. – Annual Mining Permit February 12, 2025 Page 3 of 5 Mining Operations Mining Operations consist of dredging to excavate raw aggregate materials. Dredging is used to reach sand reserves below the water surface. Its de-sanding capability and initial crusher that crushes rocks to smaller than six inches in size allows the operator to reclaim up to 400 tons of sand per hour without unnecessary re-handling. The dredge can mine 1,200 tons of aggregate material per hour at 60 feet below the water surface. After the material is excavated by the dredge, the mined aggregate is transported by a conveyor system that is about 2.2 miles long to the processing plant located at the northwest side of Lower Grey Cloud Island. The processing operations include crushing, washing, sorting, and stockpiling aggregate materials by size. These materials are then loaded onto barges or trucks. Most of the material is transported by barge up the Mississippi River to distribution yards in St. Paul. In August 2023 the Applicant added a fully electric floating suction dredge that was used to move waste sand overburden from an area which was previously mined in the 1970s to 1980s. The suction dredge has the ability to reach depths of 60 feet below water and will work in conjunction with the existing dredge. While the existing dredge will continue to mine material for processing and sale, the new suction dredge was used to solely pump a slurry of overburden sand and water away from the active mining area. The overburden sand moved by the suction dredge will be placed in areas to support the final reclamation of the site. Annual Mining Report In 2024, approximately 510,000 tons of aggregate were transported up the river while approxi- mately 9,590 tons were transported by truck to local job sites. 2022 2023 2024 Estimated Tonnage Transported by Barge 607,000 675,000 510,000 Estimated Tonnage Truck Transportation 60,000 61,000 9,590 Planning Considerations Proposed Mining Operations The 2025 Operation Plan is shown below, and a copy is attached to this planning staff report. Proposed 2025 Operations Plan Honorable Mayor, City Council, and Jennifer Levitt Holcim MWR, Inc. – Annual Mining Permit February 12, 2025 Page 4 of 5 As shown above, the proposed mining activity will be contained in the same area as the 2024 op- eration plan. The Applicant is proposing to export approximately 700,000 to 725,000 tons of material in 2025. Like previous operation plans, the applicant is required to take appropriate measures to ensure there is no erosion to stockpiles or earth-berms. At the base of each slope, a channel must be constructed to control runoff. The channeled water shall be diverted to a sedimentation basin before being allowed to enter any natural drainage system. Erosion control measures must be implemented within a reasonable amount of time for the stockpile and berm. Environmental Impact Statement Process The Applicant is in the process of working on an Environmental Impact Statement for proposed expansion of their mining operations in the Mississippi backwaters, located to the southeast of the existing facility. The City has not permitted this expansion at this time, and it is not a part of this application. Reclamation Plan As of 2024, approximately 265 acres of the site have been reclaimed. The 2025 restoration plans include ongoing restoration efforts in creating a large lake and peninsula by providing shore stabili- zation/establishment and re-vegetation. Continued restoration in the areas of the oak grove/ savanna and prairie will continue to take place as depicted in the 2025 operations plan. The Applicant has partnered with the non-profit Great River Greening on their reclamation efforts. This spring the two parties will be developing a new work plan for the reclamation efforts. The Applicant also continued treatment of invasive Siberian Elm, Black Locust, and brush species. This treatment work took place in the previously reclaimed areas along southern portion of the site in 2024. The Landowner’s current plans for reclamation of their property on Lower Grey Cloud Island are depicted on the “Lower Grey Cloud Island Plan” prepared by Westwood Professional Services. This concept plan proposes a planned unit development of mixed residential, commercial and marina uses. The Company’s reclamation efforts will follow this concept in general terms. Lower Grey Cloud Island Plan Honorable Mayor, City Council, and Jennifer Levitt Holcim MWR, Inc. – Annual Mining Permit February 12, 2025 Page 5 of 5 Nuisance Noise Complaints The Public Safety Department reported that there were no noise complaints related to the 24-hour mining that occurred in 2024. Meeting Notices The meeting notice was mailed to 18 property owners who are within a half -mile of the mine on January 15, 2025. Staff have not received any comments at the time of writing this report. City Department Review Holcim’s 2025 mining permit application was distributed to other City departments. No comments were received. Recommendation That the Council adopt Resolution 2025-019 approving the 2025 Mining Permit for Holcim – MWR, Inc. – Nelson Sand & Gravel Facility. Attachments: 2025 Mining Plan CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2025-019 RESOLUTION APPROVING THE 2025 MINING PERMIT FOR HOLCIM – MWR, INC. WHEREAS, Holcim – MWR, Inc. has made application for their annual mining permit to excavate and process aggregate material on Lower Grey Cloud Island on the property legally described as: NE ¼, SE ¼, Section 31, Township 27, Range 21, South along Grey Cloud Trail W ½, SE ¼, Section 31, Township 27, Range 21 E ½, NE ¼, NW ¼, Section 31, Township 27, Range 21 South along Grey Cloud Trail W ½, NE ¼, NW ¼, Section 31, Township 27, Range 21 South along Grey Cloud Trail NW ¼, NW ¼, Section 31, Township 27, Range 21 S ½, NW ¼, Section 31, Township 27, Range 21 E ½, SW ¼, Section 31, Township 27, Range 21 Lot 1, Section 31, Township 27, Range 21 N ½, NE ¼, Section 36, Township 27, Range 22 S ½, NE ¼, Section 36, Township 27, Range 22 N ½, SE ¼, Section 36, Township 27, Range 22 Lot 2, Section 36, Township 27, Range 22 Lot 3, Section 36, Township 27, Range 22 SE ¼, SW ¼, Section 25, Township 27, Range 22 NE ¼, NW ¼, Section 36, Township 27, Range 22 S ½, NW ¼, Section 36, Township 27, Range 22 NW ¼, SW ¼, Section 36, Township 27, Range 22 N ½, SW ¼, SW ¼, Section 25, Township 27, Range 22 S ½, SW ¼, SW ¼, Section 25, Township 27, Range 22 NW ¼, NW ¼, Section 36, Township 27, Range 22 NW ¼, SW ¼, Section 36, Township 27, Range 22 N ½, NE ¼, Section 35, Township 27, Range 22 S ½, NE ¼, Section 35, Township 27, Range 22 SE ¼, SE ¼, Section 26, Township 27, Range 22 Lot 5, Section 35, Township 27, Range 22 Lot 3, Section 6, Township 26, Range 21 Lot 2, Section 6, Township 26, Range 21 Lot 1, Section 6, Township 26, Range 21 N ½, NW ¼, Section 5, Township 26, Range 21 Lot 4, Section 5, Township 26, Range 21 Lot 3, Section 5, Township 26, Range 21 N ½, NE ¼, Section 5, Township 26, Range 21 Lot 2, Section 5, Township 26, Range 21 Lot 1, Section 5, Township 26, Range 21 Lot 1, Section 4, Township 26, Range 21 NE ¼, SW ¼, Section 36, Township 27, Range 22 Lot 5, Section 35, Township 27, Range 22 City of Cottage Grove, Minnesota City Council Resolution 2025-019 Page 2 of 4 WHEREAS, the applicant proposes to continue mining activities and operation at property located at 11250 Grey Cloud Trail South; and WHEREAS, the applicant intends to mine and process approximately 700,000 to 725,000 tons of aggregate materials in 2025; and WHEREAS, a notice of application was mailed to neighboring property owners informing them that the Planning Commission was scheduled to review the application at their meeting on January 15, 2025; and WHEREAS, the application includes Holcim – MWR, Inc. continued request to extend the hours of mining, excavation, and processing operations to 24 hours, seven days a week; and WHEREAS, crushing operations are proposed; and WHEREAS, the applicant was present at the meeting; and WHEREAS, the Planning Commission unanimously (7-to-0 vote) recommended approval of the mining permit at their January 27, 2025, meeting. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Cottage Grove, Washington County, Minnesota, grants an extension to the hours of operation as stipulated in Title 3, Chapter 9, Section 8(H) of the sand and gravel ordinance and Title 4, Chapter 7, Section 8; Construction, Excavation, Repair and Demolition Activities to allow mining operations 24 hours per day, seven days per week as long as such operations are not in conflict with the purpose and intent of the Comprehensive Plan and Reclamation Plan and shall not cause any adverse impact to public health, safety, or general welfare, based on the following findings of fact: A. The City has allowed the dredge to operate 24 hours per day seven days per week since 1995 when the dredge was first installed. B. Since the electric dredge has been in operation, only one noise complaint was received by the City. That complaint was received in 1996. The applicant was contacted and the problem was resolved in a timely manner. C. Residents were encouraged to immediately contact Aggregate Industries of any noise issues so that the problem can promptly be identified and mitigated in a timely manner. D. The variance relating to the hours of operation will be evaluated annually. BE IT FURTHER RESOLVED, the City Council of the City of Cottage Grove, Washington County, Minnesota, approves the request by Holcim – MWR, Inc. for a mining permit ending January 31, 2026, subject to the following conditions: 1. The provisions as stipulated in Title 3, Chapter 9 of the City’s Codes (Mining, Sand, and Gravel Operation) shall be complied with, except as modified below. City of Cottage Grove, Minnesota City Council Resolution 2025-019 Page 3 of 4 2. The applicant is responsible for removing any materials that their equipment and/or trucks may have spilled onto any public roadway. This material shall be cleaned up immediately. 3. The outer limits of their mining operations must be a minimum of 100 feet from abutting public right-of-way, private property, or any archeological sensitive area. 4. City approval of the 2025 Mining Permit does not approve their ability to mine within the required 200-foot setback from the Mississippi River, within the Mississippi River itself, or in the vicinity of archeological sensitive areas. 5. Bituminous/asphalt, concrete, and street sweepings originating within the geograph- ical boundaries of Cottage Grove may be temporarily stockpiled on the site for pro- cessing (e.g., crushing, screening, etc.) and/or reuse. Bituminous/asphalt materials are prohibited from being buried on the premises. 6. The applicant may operate the mining operation 24 hours a day, 7 days a week. Upon notification by neighboring residents that the night-time operations (i.e., between the hours of 10:00 p.m. and 6:00 a.m.) are disturbing, the applicant agrees to voluntarily cease operation during night-time hours until such time the noise source is identified and appropriate corrections are made. 7. Holcim must install erosion control devices at the base of any slope where erosion is evident. A drainage swale must be constructed at the base of any eroding slope to control run-off and divert it to a sedimentation basin before entering any natural drain- age system. Erosion control measures must be implemented within a reasonable amount of time. 8. Archeological and landmark sites as identified in the burial mound group known as 21WA9 and the recorded Grey Cloud Townsite 21WA48 on Lower Grey Cloud Island must be protected and undisturbed and protected from being damaged or adversely impacted from vehicles or equipment traveling in the vicinity of these historic sites. 9. The applicant is responsible for obtaining all state and federal permits relating to their mining operations on Lower Grey Cloud Island. 10. The applicant’s current reclamation plan is titled “Future Land Use Plan.” The City has not provided any formal review or approval of the “Future Land Use Plan.” This concept plan is only an illustration of a development concept that the applicant and landowner have considered. The City’s approval of the 2025 Operations Plan does not guarantee approval or imply future approval of the Harbor Island Concept Plan or the Future Land Use Plan as dated July 18, 2017 and prepared by Westwood Professional Services. 11. The Oak Savanna Reclamation Plan, revised 9-3-2010, is still valid. All oak plantings that have not survived within the designated oak savanna groves must be replaced with new oak trees and watered during dry conditions to promote their survival. As the Oak Savanna Reclamation Plan is implemented, the applicant must continue to up- City of Cottage Grove, Minnesota City Council Resolution 2025-019 Page 4 of 4 date the City on the effectiveness of the reclamation and restoration activities, partic- ularly how many acorns are planted and how many oak seedlings are growing. If the survival number of trees is low, then another tree planting alternative will need to be discussed. 12. Depositing fill materials within the floodway and floodway fringe (below the 700-foot mean sea level elevation) is prohibited. Passed the 19th day of February 2025. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.S. Meeting Date 2/19/2025 Department Public Works Agenda Category Action Item Title High Zone Raw Water Main Project - Approve Plans and Specifications and Authorize Bidding Staff Recommendation Adopt Resolution 2025-016 approving the plans and specifications and authorizing bidding for the High Zone Raw Water Main Project. Budget Implication $6,144,000 from 3M Settlement funds and $132,000 funded by the Sewer, Water and Road Maintenance Funds. Attachments 1. 01 High Zone Raw Water Main Approve P&S_Authorize Bidding_2025-2-19 2. 02 High Zone Raw WM Project P&S Authorize Bidding Resolution 2025-02-19 3. 03 Project Figure 4. 04 HZRWM Plans To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Ryan Burfeind, P.E., Public Works Director Date:February 12, 2025 Re:High Zone Raw Water Main Project – Approve Plans and Specifications and Authorize Bidding Background On May 10, 2024, the City received a grant from the 3M Settlement for the High Zone Raw Water Main project. This project will provide the raw water mains necessary to convey the water from wells 11 and 12 to the future Intermediate Zone Water Treatment Plant. See attached figure showing the alignment of the project. Discussion Summary of Improvements The project includes installing 16-inch raw water main from Well 12 southerly along Ideal Avenue to 63rd Street where it will connect to the existing 16-inch raw water main in Ideal Avenue. Then the project will connect to the other end of the existing raw water main at 65th Street and Idsen Avenue, then southerly along Idsen to Well 11. After Well 11 it will cross 70th Street to 71st Street, then easterly to Imperial Avenue, southerly to the greenway trail corridor (Xcel transmission easement), following the corridor easterly then southerly across Indian Boulevard, further southerly through Pine Tree Valley Park and crossing 80th Street to the Intermediate Zone Water Treatment Plant site behind the Central Fire Station. This new section of the raw water system will include the City’s standard fittings and appurtenances, including hydrants and valves, as required. The project will disturb several city streets, trails and green spaces along the alignment, all of which will be restored as part of the project. The 80th Street crossing will be accomplished with trenchless technology. The 70th Street crossing will be open cut and require a short duration detour. There are several items that will be included in the project that will be ineligible for 3M Settlement funding which will need to be funded by the City. Sewer Fund: There are sections of existing vitrified clay pipe (VCP) that will be lined as part of the project to protect the pipe as the sewer line is being crossed by the construction of the water main. The lining of these crossing areas will be funded by the 3M Settlement funds since they are needed because of the project. There are other existing VCP sewer pipes in the area that need lining and it will be most cost effective to do that work while the sewer lining Honorable Mayor, City Council, and Jennifer Levitt High Zone Raw Water Main Project - Approve Plans & Specifications and Authorize Bidding February 13, 2025 Page 2 contractor is in the vicinity. The cost of lining the additional lines will need to be funded through the Sewer Fund. The estimated cost for the additional lining is $37,400, which fits within the annual maintenance budget. Water Fund: The future Well 14 is planned for just south of 80th Street, west of the raw water main alignment and trail that comes off 80th Street. From the location of where the new well will be to the treatment plant, the raw water main needs to be upsized from 16-inches to 20- inches, to provide capacity for the additional flow from the new well. The water main upsizing cost is not 3M Settlement eligible, since the new well is beyond our current 20 year comp plan, and will need to be funded through the Water Area Fund. The estimated cost for this water main upsizing is $22,600. Road Maintenance Fund: The trail along Pine Tree Valley Park will be impacted by the project and will need to be restored, the costs of which are 3M Settlement eligible. There are several trail connections to the adjacent city streets, that are not impacted by the construction, that are proposed to be rehabilitated at this time. The purpose is to keep the condition of the trails in this part of the trail system consistent so that future maintenance will all be on the same schedule. The costs to rehabilitate these ineligible trail sections will need to be funded through the Road Maintenance Fund, which covers trail replacement as well. The estimated cost for the additional trail work is $72,000. Plans and Specifications Plans and specifications have been prepared in accordance with City standards and specifica- tions. The engineer’s estimate for the total of the construction of all the improvements is $6,276,000. The 3M Settlement eligible costs are $6,144,000. The City funded costs for the additional improvements described above are estimated at $132,000 and will be funded by the Sewer, Water and Road Maintenance Funds. Bidding City staff recommends that the Council authorize bidding of the project. A bid date will be set by staff. Recommendation It is recommended that the City Council adopt the attached resolution 2025-016 approving the plans and specifications and authorizing bidding for the High Zone Raw Water Main Project. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2025-016 RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS AND AUTHORIZING BIDDING FOR THE HIGH ZONE RAW WATER MAIN PROJECT WHEREAS, plans and specifications have been prepared in accordance with the City Standards and Specifications for the High Zone Raw Water Main Project; and WHEREAS, a bid date will be set by City staff; and WHEREAS, the Public Works Director has presented such plans and specifications to the City Council for approval. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, approves the plans and specifications and authorizes bidding for the High Zone Raw Water Main Project. Passed this 19th day of February 2025. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk INNSDALE AVE SIMPERIAL AVE S71ST ST S 70TH ST S (CSAH 22) 80TH ST S INDIAN BLVD SFIRESTATION 2XCEL EASEMENTPINE TREEVALLEY PARKPINE TREE VALLEY PARKCHURCH OFSAINT RITAPARK HIGHSCHOOLSPLASH PADAT HIGHLANDSISLETON AVE SIRISH AVE SIRVIN AVE SIRISH AVE S I R V I N A V E S 72ND ST S INWOOD AVE SPINE TREEPOND PARKIRISH AVE S IRISH AVE S IRISH AVE CT S 77TH ST S 75TH S T S IMPERIAL AVE CIR S INNSDALE AVE S IDEAL AVE SIDEAL AVE SI D E A L A V E S IMPERIAL AVE SIMMANUEL AVE SIND I A N B L V D S 10.28+500+1000+15 00+2000+2500+3000+3500 + 4 0 00 + 45 00+5000+5500+60 00+65 00+70 00+7500+8000+85 00+90PROPOSED WATER MAINALIGNMENTLEGENDSave: 2/10/2025 4:50 PM bmitchell Plot: 2/10/2025 4:51 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\exhibit\ALIGNMENT MAP FOR RESIDENT LETTER FROM CITY.dwgABBSBS 0feetscale200400200100Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA409131-30-2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.SEE NEXT SHEET12PROJECT AREA (SOUTH)FUTURE WATERTREATMENT PLANT INNSDALE AVE SIMPERIAL AVE S71ST ST S70TH ST S (CSAH 22)IDSEN AVE S68TH ST S 65TH ST S 63RD ST SIDEAL AVE SIDEAL AVE SXCEL EASEMENT HIGHLANDSPARKPINE TREEVALLEY PARK70TH ST S (CSAH 22)XCEL EASEMENT HIGHLANDSPARKSPLASH PADAT HIGHLANDSPARK62ND S T SIDEN AVE SIDSEN AVE SINSPIRE AVE S72ND ST SINWOOD AVE SIMPERIALAVE CIR S 66TH ST CT S INNSDALE AVE S 6 3 R D S T S SUNNYHILLPARKIMPERIAL AVE S65TH ST S IDEAL AVE S00 00+65 00+70 00+7500+8000+85 00+9000+9500+10000+10500+11000+11500+13594.53+139IIIIIPROPOSED WATER MAINALIGNMENTLEGENDEXISTING WATER MAINSave: 2/10/2025 4:50 PM bmitchell Plot: 2/10/2025 4:51 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\exhibit\ALIGNMENT MAP FOR RESIDENT LETTER FROM CITY.dwgABBSBS 0feetscale200400200100Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA409131-30-2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.SEE PREVIOUS SHEET 22PROJECT AREA (NORTH) 817 5 6857 6604 6950 Save: 2/6/2025 4:49 PM bmitchell Plot: 2/6/2025 4:54 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132tl1.dwg CHAD E SETTERHOLM, PE02.19.202540913I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.NOTE:THE SUBSURFACE UTILITY QUALITY INFORMATION IN THIS PLAN IS LEVEL D.THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THEGUIDELINES OF CI/ASCE 38-02 ENTITLED "STANDARD GUIDELINES FOR THECOLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."THE CONTRACTOR SHALL CALL THE GOPHER STATE ONE CALL SYSTEM AT811 BEFORE COMMENCING EXCAVATION.PROJECT NO.SignatureDate:Lic. No.N.T.S.PROJECT LOCATIONKnow what'sbelow.before you dig.CallRTITLE SHEETSTATEMENT OF ESTIMATED QUANTITIESCONSTRUCTION NOTESSTORM SEWER STRUCTURE SCHEDULECITY DETAILSMNDOT DETAILSTYPICAL SECTIONSPROJECT LOCATION AND ALIGNMENT PLANREMOVAL PLANSANITARY SEWER LINING LOCATION MAPAND EXISTING PROFILESRAW WATER MAIN PLAN AND PROFILEEROSION CONTROL & RESTORATION PLANSWPPPLIGHTING PLANPAVING PLANTRAFFIC CONTROL PLANSAND BENCH WATER FILTRATION PLAN1THIS PLAN CONTAINS __ SHEETS.INDEXSHEET NO.DESCRIPTIONGOVERNING SPECIFICATIONSTHE 2020 EDITION OF THE MINNESOTA DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION"SHALL GOVERN EXCEPT AS MODIFIED BY THE SPECIFICATIONS FOR THIS PROJECT.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATESTFIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.SIGN (NON STREET NAME)EDGE OF WOODED AREABUSH / SHRUB AND STUMPDECIDUOUS AND CONIFEROUS TREEBUILDINGRAILROAD TRACKSSTREET NAME SIGNFENCE (UNIDENTIFIED)SANITARY SEWER SERVICE & CLEANOUTTRAFFIC SIGNALWATER SERVICE AND CURB STOP BOXWATER MAIN, HYDRANT, VALVE AND MANHOLESTORM SEWER, MANHOLE AND CATCH BASINSANITARY SEWER AND MANHOLEPERMANENT EASEMENTSOIL BORINGLIGHT POLEOVERHEAD WIRE, POLE AND GUY WIREGAS MAIN, VALVE, VENT AND METER BURIED TV CABLE, PEDESTAL AND MANHOLEIIFM>CULVERT AND APRON ENDWALLFORCE MAIN AND LIFT STATIONRIGHT OF WAYEXISTINGP-BURETTGG#X6"6"COBURIED PHONE CABLE, PEDESTAL AND MANHOLEBURIED FIBER OPTIC CABLE AND MANHOLEFOP-OHP-OHTV-BURTVGXBARBED WIRE FENCEXCCHAIN LINK FENCEXEELECTRIC WIRE FENCEXWDWOOD FENCEXWWWOVEN WIRE FENCEPLATE BEAM GUARDRAILCABLE GUARDRAILT-BURWETLANDWETHHPROPERTY LINE>>HANDHOLEPOST / BOLLARDRETAINING WALLHORIZONTAL CONTROL POINTBENCHMARKSURVEY MARKERXX"GLIFTTVPEXXEBURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,TRANSFORMER AND METERSTWSBM6+00>>>IPROPOSEDFMSTORM SEWER, MANHOLE AND CATCH BASINDRAIN TILECULVERT AND APRON ENDWALLDITCH / SWALESANITARY SERVICE AND CLEANOUTRIGHT-OF-WAYTEMPORARY EASEMENTPERMANENT EASEMENTWATER SERVICE AND CURB STOP BOXSANITARY SEWER, BULKHEAD AND MANHOLEWATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVEFORCE MAINCOSTREET CENTERLINECONSTRUCTION LIMITSWATER VALVE MANHOLE, REDUCER, BEND AND CROSSRIPRAPSTREET NAME SIGNSIGN (NON STREET NAME)RETAINING WALL>>>SSTWofCITY OFCOTTAGE GROVE, MINNESOTASEH PROJECT NO. 179132COTTG179132CITY OF COTTAGE GROVE,WASHINGTON COUNTYCOTTAGE GROVE, MINNESOTAHIGH ZONE RAW WATER MAINCONSTRUCTIONPLANS FORWATER MAIN, DIRECTIONAL DRILLED WATER MAIN, REMOVALS,PULVERIZING BITUMINOUS SURFACE, MILL BITUMINOUS SURFACE, STORMSEWER, GRADING, CONCRETE CURB AND GUTTER, CONCRETE PAVEMENT,BITUMINOUS SURFACING, BITUMINOUS TRAIL, LIGHTING, PAVEMENTMARKING AND RESTORATIONPHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.comR238845-1020-2467-6825-3437-5455-6465-6669-8182-8687-8817-1935-3611-16188PROJECT LOCATIONCOTTAGE GROVEFIRE STATION 280TH STREET SPINE TREEVALLEY PARKIMPERI A L A V E N U E S 71ST STREET S70TH STREET SID S E N A V E N U E S 65TH STREET S63RD STREET SIDEAL AVENUE S ID E A L A V E N U E S HINTON AVENUE SHINTON AVENUE S XCEL EASEMENTJAMAICA AVENUE S 2Save: 2/6/2025 4:49 PM bmitchell Plot: 2/6/2025 4:54 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\SEQ.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectPlan Revision IssueRev.#DescriptionDateSheet Revision IssueofR COTTG179132STATEMENT OF ESTIMATEDQUANTITIESHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO. 3Save: 2/6/2025 1:03 PM bmitchell Plot: 2/6/2025 3:49 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132cn1.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectPlan Revision IssueRev.#DescriptionDateSheet Revision IssueofR COTTG179132CONSTRUCTION NOTESHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.TEST ROLLING WILL BE REQUIRED ON THIS PROJECT.SUITABLE MATERIALSUNSUITABLE MATERIALSTOP OF GRADING GRADE(P) DENOTES A PLAN QUANTITY ITEMCONSTRUCTION NOTESALL DIMENSIONS SHALL BE TO FACE OF CURB UNLESS STATED OTHERWISE.2. THE TACK COAT BETWEEN BITUMINOUS LIFTS SHALL BE APPLIED AT A UNIFORMRATE OF 0.08 GALLONS PER SQUARE YARD BETWEEN BITUMINOUS LAYERS. THEAPPLICATION RATES ARE BASED ON DILUTED TACK MATERIAL.PROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN ALL COURSES. THETACK COAT SHALL BE IN ACCORDANCE WITH MN/DOT SPECIFICATION 2357 WITH THEFOLLOWING MODIFICATIONS:1. THE TACK COAT SHALL CONSIST OF EMULSIFIED ASPHALT (CSS-1 OR CSS-1H) ANDSHALL BE APPLIED TO THE MILLED BITUMINOUS SURFACE AND BETWEEN ALL NEWLYCONSTRUCTED COURSES.IN FILL SECTIONS, TOPSOIL AND OTHER UNSUITABLE MATERIALS SHALL BE ELIMINATEDFROM THE UPPER 3 FEET OF THE "GRADING GRADE" BENEATH THE ROADWAY ASDIRECTED BY THE ENGINEER.CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES ASSHOWN ON THESE PLANS AND SPECIFICATION, AND WILL IMPLEMENT ANYADDITIONAL EROSION CONTROL MEASURES NECESSARY, OR AS DIRECTED BYENGINEER, IN ORDER TO PROTECT ADJACENT PROPERTY.WATER, GAS, ELECTRIC, TELEPHONE, SEWER, AND TV CABLE LINES SHOWN ON THEDRAWINGS AND CROSS-SECTIONS ARE PLOTTED FROM THE BEST INFORMATIONAVAILABLE AT THE TIME OF PLAN PREPARATION, BUT MAY NOT REFLECT ACTUALLOCATIONS OR ELEVATIONS. THE CONTRACTOR SHALL VERIFY LOCATION OF ALLUTILITIES BEFORE BEGINNING CONSTRUCTION WHICH MAY BE AFFECTED BY AUTILITY CONFLICT. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE TO THEOWNERS OF ALL KNOWN UTILITIES BEFORE STARTING ANY OPERATIONS AFFECTINGTHOSE PROPERTIES, OR BEGINNING EXCAVATION IN THE VICINITY OF THOSEPROPERTIES, THE CONTRACTORS ATTENTION IS DIRECTED TO SECTION 1507 IN THESTANDARD SPECIFICATIONS. THE CONTRACTOR IS HEREBY REMINDED OF HISRESPONSIBILITY UNDER STATE LAW TO CONTACT ALL UTILITIES THAT MAY HAVEFACILITIES IN THE AREA. CONTACT MUST BE MADE THROUGH GOPHER STATEONE-CALL.ALL USES OF THE WORD "INCIDENTAL" IN THESE CONSTRUCTION DOCUMENTSSHALL BE CONSTRUED TO MEAN INCIDENTAL WORK FOR WHICH NO DIRECTCOMPENSATION SHALL BE MADE.FERTILIZE ALL AREAS TO BE RESTORED WITH SEED.PLACE A MINIMUM OF 0.5 FEET OF LOAM TOPSOIL BORROW ON ALL AREASSCHEDULED FOR TURF RESTORATION. SEE MNDOT SPECIFICATION 3877.ALL EXCAVATED MATERIAL SHALL BE USED ONSITE FOR BORROW ITEMS IF MEETSGRADATION REQUIREMENTS UNLESS DIRECTED OTHERWISE BY THIS PLAN OR ASDIRECTED BY THE ENGINEER.PROVIDE FOR THE REMOVAL AND DISPOSAL, OUTSIDE THE CONSTRUCTION ZONE,OF ANY INPLACE SURFACING OR OTHER STRUCTURES THAT WOULD INTERFEREWITH CONSTRUCTION. ALL SUCH MATERIALS SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL EITHER BE RECYCLED TO THE EXTENT ALLOWEDOR DISPOSED OF OUTSIDE THE RIGHT OF WAY IN ACCORDANCE WITHSPECIFICATION 2104.3C. PROVIDE FOR SAW CUTTING AS DEEMED NECESSARYBY THE DESIGNER.UNSUITABLE MATERIALS ARE ALL MATERIALS DETERMINED BY THE ENGINEER ASBEING UNSUITABLE FOR GRANULAR BORROW OR STRUCTURAL BACKFILL FORROADWAY CONSTRUCTION.SUITABLE MATERIALS SHALL BE ALL GRANULAR SOILS ENCOUNTERED ON THEPROJECT FROM BORROW, NOT DEFINED AS BEING UNSUITABLE BY THEENGINEER, EXCEPT THAT ONLY SELECT GRANULAR MATERIAL SHALL BE USEDWHERE SPECIFIED AS SUCH IN THE PLANS.WHEN CONNECTION TO EXISTING BITUMINOUS PAVEMENT IS REQUIRED, THEEDGE OF EXISTING PAVEMENT SHALL BE CUT TO A NEAT LINE.BACKFILLING OF CURBS WITH ON-SITE MATERIAL IS INCIDENTAL TO CURBCONSTRUCTION.COMPACTION OF GRADING ITEMS, INCLUDING AGGREGATE BASE, SHALL BEACCOMPLISHED BY THE "QUALITY COMPACTION METHOD".ANY USE OF TRENCH BOX, SHEETING, SHORING OR OTHER METHODS ORMEANS OF CONSTRUCTION NECESSARY TO COMPLETE CONSTRUCTION WITHINTHE CONSTRUCTION LIMITS OR SLOPE EASEMENTS SHOWN WILL BECONSIDERED TO BE INCIDENTAL AND NO DIRECT COMPENSATION WILL BE MADETHEREFORE.TOP OF "GRADING GRADE" IS HEREBY DEFINED AS THE TOP OF THE SELECTGRANULAR MATERIAL OR THE BOTTOM OF THE AGGREGATE BASE.USE SEED MIXTURE 25-151 FOR RESIDENTIAL TURF RESTORATION. USE SEEDMIXTURE 25-141 FOR GENERAL ROADSIDE TURF RESTORATION.THE CONTRACTOR SHALL LIMIT EQUIPMENT USE AND NUMBER OF ACCESSROUTES ON PRIVATE PROPERTY TO COMPLETE THE PROJECT WITH MINIMALDISTURBANCE WHERE PRACTICAL. ANY DAMAGE TO PRIVATE PROPERTY, TURFAND/OR OTHER DRIVING SURFACES DEEMED UNNECESSARY BY THE ENGINEERSHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE.THE CONTRACTOR SHALL PROTECT ANY NEWLY CONSTRUCTED ASPHALTSURFACE FROM DAMAGE DURING UTILITY INSTALLATION. ANY DAMAGE DEEMEDUNNECESSARY BY THE ENGINEER SHALL BE RESTORED AT THE CONTRACTOR'SEXPENSE. THE DEFINITION OF DAMAGE SHALL INCLUDE, BUT IS NOT LIMITED TO:GOUGES, DENTS, PERMANENT SCRAPES, CRACKING OR ANY OTHER PHYSICALOR VISIBLE CHANGE FROM THE SURFACE'S PREVIOUS CONDITION CAUSED BYTHE CONSTRUCTION PROCESS.THE CONTRACTOR SHALL SUPPLY "AS-BUILT" INFORMATION OF WATER SERVICESINCLUDING LENGTH AND LOCATION.CONCRETE DRIVEWAY PAVEMENT (HIGH EARLY) - CONTRACTOR SHALL POURCONCRETE DRIVEWAYS IN HALVES TO MAINTAIN CONTINUOUS ACCESS TOHOMES UNLESS OTHERWISE DIRECTED BY THE ENGINEER.TYPE SP 9.5 WEARING COURSE113 #/SY/INCH113 #/SY/INCHTYPE SP 12.5 NON-WEARING COURSECOMM. FERT. ANALYSIS 25-5-10400 #/ACRE140 #/CFSELECT GRANULAR BORROW - MOD 5%0.08 GAL/S.Y.BITUMINOUS MATERIAL FOR TACK COAT BASIS OF ESTIMATED QUANTITIES SEED MIXTURE 25-151300 #/ACRE80 CY/ACREMULCH MATERIAL TYPE 6SEED MIXTURE 25-14159 #/ACREHDD WATER MAIN CONSTRUCTIONSEE PROJECT SPECIFICATIONS FOR HDD WATER MAIN CONSTRUCTION.BIKE TRAIL COMMON EXCAVATION (EV) (P) DESIGNATED AS " FULLDEPTH BITUMINOUS TRAIL REMOVAL" IN THE REMOVAL PLANS.BIKE TRAIL COMMON EXCAVATION (EV) (P) (BIT & AGGREGATE BASE TO GRADING LINE) - CYTRAIL REGRADING AND LOWERING AS SHOWN ON SHEET 75.COMMON EXCAVATION (P) TRAIL LOWERING - CYSEE SHEET 88 FOR CALCULATIONCOMMON EXCAVATION (P) SAND BENCH WATER FILTRATION - CYTO BE UTILIZED AS DIRECTED FOR BACKFILL OF: 70TH ST S,SUBGRADE EXCAVATION, AND ROCK EXCAVATIONSELECT GRANULAR BORROW - MOD 5% - TONTO BE UTILIZED AS DESIGNATED IN TYPICAL SECTIONS ANDBACKFILL OF SUBGRADE EXCAVATION AS DIRECTED.AGGREGATE BASE CL 5 - TONAS DIRECTED BY THE ENGINEER FOR STREET OR TRAILCONSTRUCTION TO BE BACKFILLED WITH SELECT GRANULARBORROW - MOD 5% (TON) OR AGGREGATE BASE CLASS 5 (TON) ASDIRECTED.SUBGRADE EXCAVATION (EV) - CYCONTRACTOR SHALL RECLAIM PARK TRAILS AFTER THE WATERMAIN IN THE PARK IS INSTALLED, TESTED, AND "FULL DEPTHBITUMINOUS TRAIL REMOVAL" AREAS ARE GRADED WITH CLASS 5IN PLACE.PULVERIZE BITUMINOUS BIKE TRAIL (P) - SYEARTHWORK NOTESSTREET COMMON EXCAVATION (EV) (P) (BITUMINOUS & AGGREGATE BASE TO GRADING LINE) - SY1.ALL CITY STREET AREAS CALCULATED TO 1.0' BACK OF CURB X 1.0' DEPTH.2.70TH STREET S (CSAH 22) CALCULATED AS (10' X 10' X 120 LF)/27 = 445 CY.ALL MATERIAL EXCAVATED FOR THE 30" STEEL CASING INSTALLATION SHALL BEBACKFILLED WITH SELECT GRANULAR BORROW - MOD 5%. 4Save: 2/6/2025 1:07 PM bmitchell Plot: 2/6/2025 3:49 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\STORM SCHEDULE.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectPlan Revision IssueRev.#DescriptionDateSheet Revision IssueofR COTTG179132STORM SEWER STRUCTURE SCHEDULEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.1212RECONSTRUCT MANHOLE WALL AND INVERT WHERE 12" RCP WAS REMOVED.SEE SAND BENCH WATER FILTRATION PLAN (SHEET 87) 5Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:49 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132CITY DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO. 6Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:49 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.CITY DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO. 7Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:49 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.CITY DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO. 8Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:49 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.CITY DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO. IF HYDRANT IS ADJACENT TOA BITUMINOUS ROADWAYWITH NO CURB & GUTTER,CONSTRUCT A BITUMINOUSPAD USING 3" BITUMINOUSMIX AND 6" GRAVEL BASE.9Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:49 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.CITY DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO. WATER CASING PIPE DETAILCASING SPACERSSTEELCASINGPIPECOOLINGWATERLINE1'1'6'-8'2' MAX - SPACER TO END OF CASINGMEGALUGCASING END SEAL3/4" THREADED ROD4 PER CASING END EVENLYSPACED AROUND PIPE.CCI PIPELINE SYSTEMSMODEL CSS12 ORAPPROVED EQUALCASING SPACERS:CCI PIPELINE SYSTEMSMODEL ESW WRAPAROUNDEND SEAL OR APPROVEDEQUALCASING END SEAL:2' MIN - END OF CASING TO MEGALUGDOUBLE THREADED NUT OR OTHER APPROVED CONNECTION WELDEDTO CASING PIPE ENDCONCRETE HYDRANT PAD10'NOTE:CONCRETE PAD SURFACE SHALLHAVE BROOMED FINISH4" CONCRETE6" AGGREGATE BASE10'TYPICAL CONCRETE SIDEWALK SECTIONNOTE:INSTALL EXPANSION JOINT AROUNDHYDRANT AND VALVE BOX10Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:49 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.CITY DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.OBJECT MARKERPOST PLACEMENT PERPLATE STR-36 WITHPOST HEIGHT OF 7'(INSTALL MNDOT X4-3(BLACK ON WHITE) SIGNMARKER ON POST) 11Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:49 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.MNDOT DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO. 12Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:49 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.MNDOT DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO. 13Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:50 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.MNDOT DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO. 14Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:50 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.MNDOT DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO. 15Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:50 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.MNDOT DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO. 16Save: 2/5/2025 11:27 AM bmitchell Plot: 2/6/2025 3:50 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132dt1.dwgGTG----88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.MNDOT DETAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO. LC2%2%R/WR/W TYPICAL SECTION34' B-B**17' ***30' *30' *6" TOPOSIL BORROW &HYDROSEED (25-151) WITH MULCHIDSEN AVE S SEE INSET AINSET A8" CLASS 5 AGGREGATE BASE (VIRGIN)12" COMPACTED SUBGRADE1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)(SPWEA330C) - SPECIAL2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)(SPWEA330C)**46' ON INNSDALE AVE S *35' ON INNSDALE AVE SD412 CONC. C&G (TYP.)71ST STREET S17' ******23' ON INNSDALE AVE S INNSDALE AVE S2357 BIT. TACK COATIMPERIAL AVE SLC2%2%R/WR/W TYPICAL SECTION48' B-B24'105'70'24'70TH STREET S (CSAH 22) SEE INSET BINSET B2" TYPE SP 12.5 WEARING COURSE MIXTURE (4,C)(SPWEB440C)D412 CONC. C&G (TYP.)2" TYPE SP 12.5 WEARING COURSE MIXTURE (4,C)(SPWEB440C)2" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (4,B)(SPNWB430B)16" CLASS 5 AGGREGATE BASE(AT IDSEN AVE)SELECT GRANULAR BORROW - MOD 5%*NORTHSOUTHTRIAL8'2357 BIT. TACK COAT (2)3" BITUMINOUS TRAIL(SEE CITY DETAIL STR-9 FOR FULL SECTION)6" TOPOSIL BORROW &HYDROSEED (25-151) WITH MULCH17Save: 2/6/2025 1:11 PM bmitchell Plot: 2/6/2025 3:50 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CO179132TYP.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132TYPICAL SECTIONSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.*ALL BACKFILL UNDER 70TH STREET S (CSAH 22) SHALL BESELECT GRANULAR BORROW - MOD 5% LC2%2%R/WR/W TYPICAL SECTION32' F-F16'30'30'16'IDEAL AVE SSEE INSET A63RD STREET SB618 CONC. C&G (TYP.)6" CONC. WALK(SEE CITY DETAIL STR-9FOR FULL SECTION)INSET A8" CLASS 5 AGGREGATE BASE (VIRGIN)12" COMPACTED SUBGRADE1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)[SPWEA330C] - SPECIAL2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)[SPWEA330C]6'7'2357 BIT. TACK COAT(MATCHEXIST)6" TOPOSIL BORROW &HYDROSEED (25-151) WITH MULCHINSET C2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)(SPWEA340C) - SPECIAL2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)(SPWEA340C)2" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)(SPNWB330B)9" CLASS 5 AGGREGATE BASE(100% CRUSHED LIMESTONE)12" SELECT GRANULAR BORROW MOD 5%2%2%R/WR/W TYPICAL SECTIONPROTECT EXIST. WB LANE125'40'65TH STREET S (WEST OF IDSEN)(WIDTH VARIES)B618 CONC. C&G (TYP.)SOUTHNORTHSEE INSET CPROTECT EXIST.(WIDTH VARIES)MEDIANREPLACE EB LANE AS DIRECTED/NECESSARY FORWATER MAIN CONNECTION 8'BLVD8'BITTRAIL2357 BIT. TACK COAT (2)3" BITUMINOUS TRAIL(SEE CITY DETAIL STR-9FOR FULL SECTION)6" TOPOSIL BORROW &HYDROSEED (25-151) WITH MULCH12" COMPACTED SUBGRADE18Save: 2/6/2025 1:11 PM bmitchell Plot: 2/6/2025 3:50 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CO179132TYP.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132TYPICAL SECTIONSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO. TYPICAL SECTIONRECLAIM & PAVE SECTION8' BIT TRAIL1.5% (MAX 2.0%)TOPSOIL*, HYDROSEED AND MULCH(EROSION BLANKET AS DIRECTED (TYP.))INSET EINSET E5" (MIN.) RECLAIMED AGGREGATE BASE (SHAPE EXISTING RECLAIM MATERIAL)SUBGRADE TO REMAIN IN PLACE3" TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)(SPWEA230C)*CONTRACTOR SHALL WINDROW EXISTING TOPSOIL FROM EDGE OF TRAIL PRIOR TO RECLAMATION. CONTRACTOR SHALL PULLBACK WINDROWED TOPSOIL AFTER PAVING (INCIDENTAL), AND PRIOR TO IMPORTING TOPSOIL FOR TOP DRESSING.TYPICAL SECTIONNEW/RECONSTRUCTED TRAIL1.5% (MAX 2.0%)8' BIT TRAIL 2' SHOULDER (TYP.)INSET DSALVAGED TOPSOIL SHALL BE PLACED PRIOR TO IMPORTINGTOPSOIL BORROW FOR TOP-DRESSING. HYDROSEED &MULCH (EROSION CONTROL BLANKETS AS DIRECTED (TYP.).(EXISTING TOPSOIL IN RECONSTRUCT AREAS SHALL BESALVAGED FOR REUSE PRIOR TO WATER MAIN INSTALLATION- INCIDENTAL TO WATER MAIN CONSTRUCTION)INSET D6" CLASS 5 AGGREGATE BASE (VIRGIN)3" TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)(SPWEA230C)12" COMPACTED SUBGRADE19Save: 2/6/2025 4:49 PM bmitchell Plot: 2/6/2025 4:54 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CO179132TYP.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132TYPICAL SECTIONSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO. 10.28+500+1000+15 00+2000+2500+3000+3500 + 4 0 00 + 45 00+5000+5500+60 00+65 00+70 00+7500+8000+85 00+90INNSDALE AVE SIMPERIAL AVE S71ST ST S 70TH ST S (CSAH 22) 80TH ST S INDIAN BLVD SFIRESTATION 2XCEL EASEMENTPINE TREEVALLEY PARKPINE TREE VALLEY PARKCHURCH OFSAINT RITAPARK HIGHSCHOOLSPLASH PADAT HIGHLANDSPARKISLETON AVE SIRISH AVE SIRVIN AVE SIRISH AVE S I R V I N A V E S 72ND ST S INWOOD AVE SPINE TREEPOND PARKIRISH AVE S IRISH AVE S IRISH AVE CT S 77TH ST S 75TH S T S IMPERIAL AVE CIR S INNSDALE AVE S IDEAL AVE SIDEAL AVE SI D E A L A V E S IMPERIAL AVE SIMMANUEL AVE SIND I A N B L V D S PROPOSED WATER MAINALIGNMENTLEGEND20Save: 2/3/2025 10:17 AM bmitchell Plot: 2/6/2025 3:50 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\10 LOCATION MAP.dwgABBSBS 0feetscale20040020010088Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132PROJECT LOCATION &WATER MAIN ALIGNMENT PLAN (SOUTH)HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.SEE NEXT SHEET 00 00+65 00+70 00+7500+8000+85 00+9000+9500+10000+10500+11000+11500+13594.53+139INNSDALE AVE SIMPERIAL AVE S71ST ST S70TH ST S (CSAH 22)IDSEN AVE S68TH ST S 65TH ST S 63RD ST SIDEAL AVE SIDEAL AVE SXCEL EASEMENT HIGHLANDSPARKPINE TREEVALLEY PARK70TH ST S (CSAH 22)XCEL EASEMENT HIGHLANDSPARKSPLASH PADAT HIGHLANDSPARK62ND S T SIDEN AVE SIDSEN AVE SINSPIRE AVE S72ND ST SINWOOD AVE SIMPERIALAVE CIR S 66TH ST CT S INNSDALE AVE S 6 3 R D S T S SUNNYHILLPARKMPERIAL AVE S65TH ST S IDEAL AVE SPROPOSED WATER MAINALIGNMENTLEGEND21Save: 2/3/2025 10:17 AM bmitchell Plot: 2/6/2025 3:50 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\10 LOCATION MAP.dwgABBSBS 0feetscale20040020010088Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132PROJECT LOCATION &WATER MAIN ALIGNMENT PLAN (NORTH)HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.SEE PREVIOUS SHEET ALIGNMENT TABULATION - PROPOSED RAW WATER ALIGNMENTPOINT IDC1C2C3C4L1L2L3L4L5L6L7L8L9L10L11L12L13L16L17L18POINTRADIUS600.00300.00250.00800.00STATION16+69.2818+11.0837+20.6254+55.985+10.289+49.179+86.2811+16.8214+30.4617+28.1619+67.2923+73.8825+73.0628+45.1431+37.1533+63.4034+65.5837+18.1239+16.9739+63.94DELTA005° 37' 20"029° 50' 03"045° 00' 00"006° 40' 20"TANGENT29.4679.92103.5546.63LENGTH58.88156.21196.3593.16438.8937.11130.54313.64238.8282.92406.60199.17272.08292.01226.25102.1854.062.5046.97178.42NORTHING132382.7123132500.7268134262.4144135665.9096131730.9709131730.5009131756.7153131887.2574132194.7295132430.7612132647.9958133054.1639133253.1219133525.1860133816.6169134042.0402134144.0694134260.0554134453.4698134495.8197EASTING474750.2917474671.8032474823.8951474049.3188474494.6059474933.4930474959.7636474959.4713474897.5951474716.3076474625.2481474606.6201474615.8550474612.5159474630.9401474611.6203474606.0321474823.0660474813.4309474793.1084BEARINGS 89° 56' 19" EN 45° 03' 41" EN 00° 07' 42" WN 11° 22' 42" WN 38° 04' 56" WN 32° 27' 36" WN 02° 37' 33" WN 02° 39' 27" EN 00° 42' 11" WN 03° 37' 03" EN 04° 53' 55" WN 03° 08' 06" WN 41° 51' 54" EN 19° 21' 54" EN 25° 38' 06" WN 36° 00' 37" WSTART STATION16+69.2818+11.0837+20.6254+55.985+10.289+49.179+86.2811+16.8214+30.4617+28.1619+67.2923+73.8825+73.0628+45.1431+37.1533+63.4034+65.5837+18.1239+16.9739+63.94END STATION17+28.1619+67.2939+16.9755+49.149+49.179+86.2811+16.8214+30.4616+69.2818+11.0823+73.8825+73.0628+45.1431+37.1533+63.4034+65.5835+19.6437+20.6239+63.9441+42.36START NORTHING132382.7123132500.7268134262.4144135665.9096131730.9709131730.5009131756.7153131887.2574132194.7295132430.7612132647.9958133054.1639133253.1219133525.1860133816.6169134042.0402134144.0694134260.0554134453.4698134495.8197START EASTING474750.2917474671.8032474823.8951474049.3188474494.6059474933.4930474959.7636474959.4713474897.5951474716.3076474625.2481474606.6201474615.8550474612.5159474630.9401474611.6203474606.0321474823.0660474813.4309474793.1084END NORTHING132430.7612132647.9958134453.4698135758.7394131730.5009131756.7153131887.2574132194.7295132382.7123132500.7268133054.1639133253.1219133525.1860133816.6169134042.0402134144.0694134184.3264134262.4144134495.8197134640.1422END EASTING474716.3076474625.2481474813.4309474042.1230474933.4930474959.7636474959.4713474897.5951474750.2917474671.8032474606.6201474615.8550474612.5159474630.9401474611.6203474606.0321474642.1083474823.8951474793.1084474688.2121ALIGNMENT TABULATION - PROPOSED RAW WATER ALIGNMENTPOINT IDL19L20L21L22L23L24L27L29L30L31L32L33L34L35L36L37L38L39L40L41POINTRADIUSSTATION41+42.3642+68.4243+83.6944+87.0347+23.9348+38.0251+43.4083+98.3259+57.6862+72.3274+91.8075+50.0183+57.3486+84.0586+92.1989+76.9392+75.5294+56.9896+14.4397+47.80DELTATANGENTLENGTH126.07115.27103.33236.90114.0976.01312.58285.73314.641219.4858.21807.3440.988.13284.74298.59181.46157.45133.3698.32NORTHING134640.1422134738.7283134823.0647134880.6260134975.7012135057.9940135356.1937137029.0310136159.9566136151.5122136151.5122136192.6744137000.0034137028.5001137034.0524137318.7886137617.3609137795.2579137940.5968138073.6589EASTING474688.2121474609.6414474531.0663474445.2482474228.2637474149.2412474091.5714472424.7799474025.7467473711.2157472491.7387472450.5765472453.7006472139.0474472133.1023472131.9721472128.3957472092.6135472032.0472472023.0694BEARINGN 38° 33' 14" WN 42° 58' 29" WN 56° 08' 56" WN 66° 20' 19" WN 43° 50' 19" WN 21° 20' 19" WN 07° 46' 07" WS 89° 53' 37" WS 88° 27' 44" WN 90° 00' 00" WN 45° 00' 00" WN 00° 13' 18" EN 44° 53' 40" WN 46° 57' 24" WN 00° 13' 39" WN 00° 41' 11" WN 11° 22' 22" WN 22° 37' 22" WN 03° 51' 36" WN 18° 56' 48" ESTART STATION41+42.3642+68.4243+83.6944+87.0347+23.9348+38.0251+43.4083+98.3259+57.6862+72.3274+91.8075+50.0183+57.3486+84.0586+92.1989+76.9392+75.5294+56.9896+14.4397+47.80END STATION42+68.4243+83.6944+87.0347+23.9348+38.0249+14.0254+55.9886+84.0562+72.3274+91.8075+50.0183+57.3483+98.3286+92.1989+76.9392+75.5294+56.9896+14.4397+47.8098+46.12START NORTHING134640.1422134738.7283134823.0647134880.6260134975.7012135057.9940135356.1937137029.0310136159.9566136151.5122136151.5122136192.6744137000.0034137028.5001137034.0524137318.7886137617.3609137795.2579137940.5968138073.6589START EASTING474688.2121474609.6414474531.0663474445.2482474228.2637474149.2412474091.5714472424.7799474025.7467473711.2157472491.7387472450.5765472453.7006472139.0474472133.1023472131.9721472128.3957472092.6135472032.0472472023.0694END NORTHING134738.7283134823.0647134880.6260134975.7012135057.9940135128.7899135665.9096137028.5001136151.5122136151.5122136192.6744137000.0034137029.0310137034.0524137318.7886137617.3609137795.2579137940.5968138073.6589138166.6507END EASTING474609.6414474531.0663474445.2482474228.2637474149.2412474121.5841474049.3188472139.0474473711.2157472491.7387472450.5765472453.7006472424.7799472133.1023472131.9721472128.3957472092.6135472032.0472472023.0694472054.992122Save: 2/5/2025 12:28 PM bmitchell Plot: 2/6/2025 3:51 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132ALPLAN.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCOTTG179132WATER MAIN ALIGNMENT TABULATIONSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO. ALIGNMENT TABULATION - PROPOSED RAW WATER ALIGNMENTPOINT IDL42L43L44L45L46L47L48L49L50L51L52L53L54L55L56L57L58L59L60L61POINTRADIUSSTATION98+46.1298+76.5998+84.3298+93.10102+26.79103+64.31104+80.22105+67.53106+72.98107+35.23108+07.45108+62.89109+39.52110+78.02111+63.03112+96.68113+53.91114+23.06114+98.71116+10.58DELTATANGENTLENGTH30.477.748.77333.70137.51115.9187.31105.4562.2572.2155.4576.63138.5085.01133.6557.2269.1675.65111.8797.34NORTHING138166.6507138193.8416138201.3351138209.1492138494.6219138614.5495138711.2709138785.9489138885.9225138944.9337139016.8467139071.9572139148.4347139281.8501139363.4361139491.7046139548.1341139616.3310139691.9620139803.8058EASTING472054.9921472041.2412472039.3210472043.3127472216.1081472283.3956472347.2692472392.5113472426.0654472445.8714472452.4670472458.5667472453.7327472416.5525472392.6697472355.1216472345.6234472334.1446472332.4612472329.9717BEARINGN 26° 49' 35" WN 14° 22' 21" WN 27° 03' 33" EN 31° 11' 11" EN 29° 17' 43" EN 33° 26' 25" EN 31° 12' 31" EN 18° 33' 12" EN 18° 33' 12" EN 05° 14' 25" EN 06° 18' 57" EN 03° 37' 00" WN 15° 34' 19" WN 16° 18' 59" WN 16° 18' 59" WN 09° 33' 16" WN 09° 33' 16" WN 01° 16' 30" WN 01° 16' 30" WN 01° 16' 30" WSTART STATION98+46.1298+76.5998+84.3298+93.10102+26.79103+64.31104+80.22105+67.53106+72.98107+35.23108+07.45108+62.89109+39.52110+78.02111+63.03112+96.68113+53.91114+23.06114+98.71116+10.58END STATION98+76.5998+84.3298+93.10102+26.79103+64.31104+80.22105+67.53106+72.98107+35.23108+07.45108+62.89109+39.52110+78.02111+63.03112+96.68113+53.91114+23.06114+98.71116+10.58117+07.92START NORTHING138166.6507138193.8416138201.3351138209.1492138494.6219138614.5495138711.2709138785.9489138885.9225138944.9337139016.8467139071.9572139148.4347139281.8501139363.4361139491.7046139548.1341139616.3310139691.9620139803.8058START EASTING472054.9921472041.2412472039.3210472043.3127472216.1081472283.3956472347.2692472392.5113472426.0654472445.8714472452.4670472458.5667472453.7327472416.5525472392.6697472355.1216472345.6234472334.1446472332.4612472329.9717END NORTHING138193.8416138201.3351138209.1492138494.6219138614.5495138711.2709138785.9489138885.9225138944.9337139016.8467139071.9572139148.4347139281.8501139363.4361139491.7046139548.1341139616.3310139691.9620139803.8058139901.1178END EASTING472041.2412472039.3210472043.3127472216.1081472283.3956472347.2692472392.5113472426.0654472445.8714472452.4670472458.5667472453.7327472416.5525472392.6697472355.1216472345.6234472334.1446472332.4612472329.9717472327.8057ALIGNMENT TABULATION - PROPOSED RAW WATER ALIGNMENTPOINT IDL62L63L64L65L66L67L68POINTRADIUSSTATION117+07.92134+47.81134+71.50135+37.11135+52.49136+27.78139+54.18DELTATANGENTLENGTH27.7423.6965.6115.3875.30326.4040.35NORTHING139901.1178140646.8428140665.6368140729.0614140744.3039140818.9277141101.1212EASTING472327.8057471338.3066471352.7242471369.5210471367.4691471357.4235471193.4015BEARINGN 45° 00' 00" WN 37° 29' 36" EN 14° 49' 59" EN 07° 40' 01" WN 07° 40' 01" WN 30° 10' 01" WN 18° 54' 54" WSTART STATION117+07.92134+47.81134+71.50135+37.11135+52.49136+27.78139+54.18END STATION117+35.66134+71.50135+37.11135+52.49136+27.78139+54.18139+94.53START NORTHING139901.1178140646.8428140665.6368140729.0614140744.3039140818.9277141101.1212START EASTING472327.8057471338.3066471352.7242471369.5210471367.4691471357.4235471193.4015END NORTHING139920.7344140665.6368140729.0614140744.3039140818.9277141101.1212141139.2929END EASTING472308.1891471352.7242471369.5210471367.4691471357.4235471193.4015471180.321223Save: 2/5/2025 12:28 PM bmitchell Plot: 2/6/2025 3:51 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132ALPLAN.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCOTTG179132WATER MAIN ALIGNMENT TABULATIONSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO. © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS INNSDALE AVE SIMPERIAL AVE S71ST ST S70TH ST S (CSAH 22)IDSEN AVE S68TH ST S 65TH ST S 63RD ST SIDEAL AVE SIDEAL AVE SXCEL EASEMENT HIGHLANDSPARK70TH ST S (CSAH 22)XCEL EASEMENT HIGHLANDSPARKSPLASH PADAT HIGHLANDSPARK62ND S T IDEN AVE SIDSEN AVE SINSPIRE AVE S72ND ST S IMPERIALAVE CIR S 66TH ST CT S INNSDALE AVE S 6 3 R D S T S SUNNYHILLPARK65TH ST S 78.51+303000+300000+300500+301000+301500+302000+302500+303000+100000+100500+1010 83.54+1011 C2C1C3C4L1L2L3L4L5L6L7C6C5 ROAD CENTERLINEALIGNMENTLEGENDPOINT IDL1C1L2C2L3C3L4C4L5POINTSTATION3000+00.003005+45.383008+10.563008+50.333011+98.713018+09.593023+69.393024+99.333027+90.19DELTA024° 15' 32"055° 05' 40"050° 02' 15"018° 42' 36"RADIUS626.31362.30641.01890.71TANGENT134.61188.98299.16146.74LENGTH545.38265.1839.77348.38610.88559.80129.94290.86288.32NORTHING137038.5995137583.9837137840.8910137876.8668138211.3825138733.9902139272.3630139395.3556139679.6181EASTING472117.6305472116.7049472059.4887472042.5353472062.4608472378.7703472442.9175472400.9914472345.8121BEARINGN 00° 05' 50" WN 25° 13' 55" WN 31° 11' 04" EN 18° 49' 24" WN 00° 32' 10" WSTART STATION3000+00.003005+45.383008+10.563008+50.333011+98.713018+09.593023+69.393024+99.333027+90.19END STATION3005+45.383008+10.563008+50.333011+98.713018+09.593023+69.393024+99.333027+90.193030+78.51START NORTHING137038.5995137583.9837137840.8910137876.8668138211.3825138733.9902139272.3630139395.3556139679.6181START EASTING472117.6305472116.7049472059.4887472042.5353472062.4608472378.7703472442.9175472400.9914472345.8121END NORTHING137583.9837137840.8910137876.8668138211.3825138733.9902139272.3630139395.3556139679.6181139967.9259END EASTING472116.7049472059.4887472042.5353472062.4608472378.7703472442.9175472400.9914472345.8121472343.1148POINT IDC5L6C6L7POINTSTATION1000+00.001001+18.371008+17.381009+24.80DELTA049° 28' 10"090° 32' 58"RADIUS137.1067.97TANGENT63.1668.62LENGTH118.37699.01107.42258.74NORTHING136169.0446136272.1383136971.1321137039.5127EASTING472390.0017472440.3455472444.5811472376.3732BEARINGN 00° 20' 50" ES 89° 47' 52" WSTART STATION1000+00.001001+18.371008+17.381009+24.80END STATION1001+18.371008+17.381009+24.801011+83.54START NORTHING136169.0446136272.1383136971.1321137039.5127START EASTING472390.0017472440.3455472444.5811472376.3732END NORTHING136272.1383136971.1321137039.5127137038.5995END EASTING472440.3455472444.5811472376.3732472117.630524HIGH ZONE RAW WATER MAINSave: 1/23/2025 8:39 AM bmitchell Plot: 2/6/2025 3:51 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132 alignment plan streets.dwgABBSBS 0feetscale20040020010088Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132ROAD CENTERLINE ALIGNMENT PLAN& TABULATIONSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO. FOFOFOFOFO FOFOFOFOFOP-BURP-BURFOFOFOGG>>>>>>>IIIIFOFOFOFOFO FOFOFOFOFOP-BURP-BURFOFOFOGG>>>>>>>III8726869487268694895895900900905910910892893893894894 8968968978978988988998999019019029039049069079089098708 7 5880885890 895900900 8718728 7 3 8 7 4876877878879881882883884886887888889891 892 893 894 896897897898898899899901901 855 860 8 6 5 870 875 880 885 890 895 895 900 900 854 856 857 858 859 861 862 863 864 86 6 867 868 869 871 872 873 874 876877 878879 881 882 883 884 886 887 888 889 891 892 893 894 896 896 897 897 898 898 899 899 901 901 902 902 903 903 860865870875880856856 857858859861862863864866867868869871872873874876877878879881882 883 880878878878879879 8798818828838608658708 7 5 86186286386486686786886987187287387486587087588086386486686786886987187287387487687787887988187787612"IIIIIIIIIIIIIII I I I IIIIIIIIIIIIIIISHHI>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12" DIP30" DIPTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BUR P-BURP-BURP-BURP-BUR P-BURP-BURSRIM 873.93INVINVINVINVINVINVHHHHSRIM 863.82INVINVINVINVINVINVFOFOFOFOFO FOFOFOFOFOP-BURP-BURFOFOFOGG>>>>>>>IIISS>>>>STRIM 897.78INVINVINVINVINVINVRIM 871.56INVINVINVINVINVINVSTRIM 870.09INVINVINVINVINVINV>>>>>>>>>>>B-12B-13B-16B-12AB-13A10.28+500+600+700+800+900+10 00+11 00+12 00+13 00+14 00+15BITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUTBITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALREMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUBCONCRETE DRIVE REMOVALREMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAIN>>>>FULL DEPTH BITUMINOUSTRAIL REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUT BITUMINOUS (FULL DEPTH)BITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALCLEAR AND GRUB (TREE)REMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUB (ACRE)CONCRETE DRIVE REMOVALTRAIL RECLAIM (SHAPE & PAVE)REMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAINFULL DEPTH BITUMINOUSTRAIL REMOVAL>>>>S&I MAILBOXS&I CASTINGADJUST GATE VALVE BOXS&I SIGN ASSEMBLY25Save: 2/6/2025 1:21 PM bmitchell Plot: 2/6/2025 3:52 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132re1_.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.REMOVAL PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015ROW (TYP.)80TH STREET SCOTTAGE GROVEFIRE STATION 2FULL DEPTHCONST. LIMITS (TYP.)PINE TREEVALLEY PARKN & S OF 80TH ST. S (STA 5+00 TO 15+00)RAW WATER MAIN ALIGNMENTPINE TREEPOND PARKCONSTRUCTION ACCESS ONLY - NO STAGING IN FIRE STATION PARKING LOTCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITSSEE SHEET 26 XCXCXWD0869478847894779778057873788578147832784008694788478947797780578737885781478327840860 867866 868862863864865861862863 864865866867868869870871 872873874875 876 877 87 9879 880881881 880 87 9 87 8 8 7 7 8 7 6875876877878875874873872 8 7 1 8 7 0 8 6 9 8 6 8 8678668658658 6 5 8 6 6 8 6 7 87787687587487387287187086986586686786886987012"12"4"6"4"12">> >> >> >> >> >> >>SSSXCXCXWD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STSTTV-BURTV-BUR>>>>>SSSSSB-11B-14B-1500+15 00+16 00+1700+1800+1900+2000+2100+2200+2300+24BITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUTBITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALREMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUBCONCRETE DRIVE REMOVALREMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAIN>>>>FULL DEPTH BITUMINOUSTRAIL REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUT BITUMINOUS (FULL DEPTH)BITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALCLEAR AND GRUB (TREE)REMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUB (ACRE)CONCRETE DRIVE REMOVALTRAIL RECLAIM (SHAPE & PAVE)REMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAINFULL DEPTH BITUMINOUSTRAIL REMOVAL>>>>S&I MAILBOXS&I CASTINGADJUST GATE VALVE BOXS&I SIGN ASSEMBLY26Save: 2/6/2025 1:21 PM bmitchell Plot: 2/6/2025 3:52 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132re1_.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.REMOVAL PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015FULL DEPTHIRISH AVENUE SREMOVE BUSHESSEE SHEET 27ROW (TYP.)CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 15+00 TO 24+00)PINE TREEVALLEY PARKTRAIL TO ISLETON AVE S. RAW WATER MAIN ALIGNMENTCONTRACTOR TO SPADEAND TRANSPLANT TREES AS DIRECTEDCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITSSEE SHEET 25 SEE SHEET 27 XCXCXCXWD07773778177897797780578137821788507814783278407854787678880777377817789779778057813782178850781478327840785478767888863864865866867868869870871872873874875876877879879880 881881880 87987887787687587687787887587487387287187086986886786686586586586686786886786686587787687587487387287187086986586686786886987087087187287387487787587487387287187012"12"4"6"4"12"32">>>>>>>>>>>>>>SSSSXCXCXCXWD> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STSTTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURSS SSB-1100+1800+1900+2000+2100+2200+2300+2400+2500+2600+2700+28BITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUTBITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALREMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUBCONCRETE DRIVE REMOVALREMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAIN>>>>FULL DEPTH BITUMINOUSTRAIL REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUT BITUMINOUS (FULL DEPTH)BITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALCLEAR AND GRUB (TREE)REMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUB (ACRE)CONCRETE DRIVE REMOVALTRAIL RECLAIM (SHAPE & PAVE)REMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAINFULL DEPTH BITUMINOUSTRAIL REMOVAL>>>>S&I MAILBOXS&I CASTINGADJUST GATE VALVE BOXS&I SIGN ASSEMBLY27Save: 2/6/2025 1:21 PM bmitchell Plot: 2/6/2025 3:52 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132re1_.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.REMOVAL PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015FULL DEPTHISLETON AVENUE SREMOVE BUSHESROW (TYP.)CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 18+00 TO 27+00)TRAIL TO IRISH AVE S.PINE TREE VALLEY PARKI R I S H A V E S .RAW WATER MAIN ALIGNMENTCONTRACTOR TO SPADEAND TRANSPLANT TREESARBORVIDAE SHALL BE CONSIDERED ONE (1)TREE FOR CLEAR & GRUB MEASUREMENTSEE SHEET 26 SEE SHEET 26SEE SHEET 28CONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITS XWDXCXCXC75937597760576657679769377077723760677067593759776057665767976937707772376067706877875874873872871870870871872873874875878877876875874872875876877878879880881882883884885886887888889890891885 890 884 886 887 888 889 IIIISSXWDXCXCXC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURSSSSS>>>>>> >>>>ST00+2600+2700+2800+2900+3000+3100+3200+3300+3400+35BITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUTBITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALREMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUBCONCRETE DRIVE REMOVALREMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAIN>>>>FULL DEPTH BITUMINOUSTRAIL REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUT BITUMINOUS (FULL DEPTH)BITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALCLEAR AND GRUB (TREE)REMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUB (ACRE)CONCRETE DRIVE REMOVALTRAIL RECLAIM (SHAPE & PAVE)REMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAINFULL DEPTH BITUMINOUSTRAIL REMOVAL>>>>S&I MAILBOXS&I CASTINGADJUST GATE VALVE BOXS&I SIGN ASSEMBLY28Save: 2/6/2025 1:21 PM bmitchell Plot: 2/6/2025 3:53 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132re1_.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.REMOVAL PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015FULL DEPTHIRISH AVENUE SROW (TYP.)CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 27+00 TO 34+00)PINE TREE VALLEY PARKRAW WATER MAIN ALIGNMENTTRIM PINE TREES AS DIRECTED FORCONSTRUCTION OF WATER MAINCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITSSEE SHEET 29 SEE SHEET 27 BITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUTBITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALREMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUBCONCRETE DRIVE REMOVALREMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAIN>>>>FULL DEPTH BITUMINOUSTRAIL REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUT BITUMINOUS (FULL DEPTH)BITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALCLEAR AND GRUB (TREE)REMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUB (ACRE)CONCRETE DRIVE REMOVALTRAIL RECLAIM (SHAPE & PAVE)REMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAINFULL DEPTH BITUMINOUSTRAIL REMOVAL>>>>S&I MAILBOXSF© 2024 Microsoft Corporation © 2024 Maxar © 7464745674487 4 4 0 7 4 3 2 7 4 2 47360754875447534750074887480 75977472IIIIIIIII>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >>STSTST>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURB-104"4"885886887888889890891885 890890884886887887888888889889891891895900892893894896897898899901902903904891892893890906905 905904903895900891892893894896897898899901885890895900886887888889891892893894896897898899901902885890883884886887888889895900896897898899901902903904905 18"18"18"18"18"16"12"10"10"14"12"10"00+3400+3500+3600+3700+3800+3900+4000+4100+420 0 + 4 3 0 0 + 4 4S&I CASTINGADJUST GATE VALVE BOXS&I SIGN ASSEMBLY29Save: 2/6/2025 1:28 PM bmitchell Plot: 2/6/2025 3:54 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132re2.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.REMOVAL PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015FULL DEPTHBENCH REMOVED BY OTHERSIRVIN AVENUE SPROTECT SMALL PINESAS DIRECTEDREMOVE CONCRETE PADROW (TYP.)CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 34+00 TO 44+00)PINE TREEVALLEY PARKRAW WATER MAIN ALIGNMENTSEE SHEET 30SEE SHEET 28CONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 7533742474167417> > > > > > > > > > >>>>>>>>>>>>>>STB-9885890886887888889891 884885 890890886887888889 891891885 890890895891892893894896897898895891892893894896897895 894 894896 897 89 5 900 896 897898 899 901 90189889012"12"00+4400+4500+4600+4700+4800+4900+5000+51© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 8532 851685958599 8450IIIII 42523 TTVS42653 901.29 DCU 24" CMP FE C B 42654899.80DCU 24" CMP E XWD>>>>>>>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURFOFOFOFOGGGGSRIM 903.49INVINVINVINVINVINVBMSSS>>>>>>>>>>>>>>STRIM 903.94INVINVINVINVINVINVB-18B-196"6"894895900896897898899 9009009059019019019029039049059059029029039039049049059069 0 6 9 0 7 9 0 7 90 3 904904 906 905 904903904904 904903902905904904 9049039 0 5 90 6 906 9 0 5 90490 3 90590690790712"22"12"00+5100+5200+5300+5400+5500+5600+5700+5800+59SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFBITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUTBITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALREMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUBCONCRETE DRIVE REMOVALREMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAIN>>>>FULL DEPTH BITUMINOUSTRAIL REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUT BITUMINOUS (FULL DEPTH)BITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALCLEAR AND GRUB (TREE)REMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUB (ACRE)CONCRETE DRIVE REMOVALTRAIL RECLAIM (SHAPE & PAVE)REMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAINFULL DEPTH BITUMINOUSTRAIL REMOVAL>>>>S&I MAILBOXSFS&I CASTINGADJUST GATE VALVE BOXS&I SIGN ASSEMBLY30Save: 2/6/2025 1:28 PM bmitchell Plot: 2/6/2025 3:54 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132re2.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.REMOVAL PLAN4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale30603015REMOVE 24" CMPCULVERTFULL DEPTHINDIAN BOULEVARD SCONTRACTOR TO SPADEAND TRANSPLANT TREESAS DIRECTEDSALVAGE ANDINSTALL BRICKPAVERS AS DIRECTEDFULL DEPTHFULL DEPTHSEE BELOWSEE ABOVE SEE SHEET 31 SEE SHEET 29 HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTAROW (TYP.)ROW (TYP.)CONST. 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LIMITS (TYP.)PINE TREE VALLEY PARKPINE TREE VALLEY PARK (STA 44+00 TO 59+00)PINE TREEVALLEY PARKRAW WATER MAIN ALIGNMENTRAW WATER MAIN ALIGNMENTPROTECT EXISTING10" OAK TREE10' PERMANENTUTILITY EASEMENTPINE TREEVALLEY PARKCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITS 42544908.37BLD B42545908.17BLD EXCXCXCXCXCXCXCXWDXCXCXCXCXCXCXC8532851683808390840084108420843084408450853285168380839084008410842084308440845090590690790690690790790890 9 9 1 0 9 0 9 911 91291090 7 90 8909911912 9089089099 0 8 907 9089 0 7 909 907 906 IIITTVSXWD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOGGGGXCXCXCXCXCXCXCS00+5800+5900+6000+6100+6200+6300+6400+6500+6600+67XCXCP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURXCXC72267245726383608370838072037226724572638360837083807203910915909911912913914916 91591391 4916917 915913 914916912912913913911910911915914913 912 911911910910911III I I I SSTVTVBMS>>>>>>>>>>> > > > TV-BUR TV-BUR TV-BURTV-BURFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO P-BURP-BURP-BURP-BURGGP-BUR P-BUR P-BUR P-BUR G G G G XCXCP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHS SSSB-700+6700+6800+6900+7000+7100+7200+7300+7400+7500+76 BITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUTBITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALREMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUBCONCRETE DRIVE REMOVALREMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAIN>>>>FULL DEPTH BITUMINOUSTRAIL REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUT BITUMINOUS (FULL DEPTH)BITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALCLEAR AND GRUB (TREE)REMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUB (ACRE)CONCRETE DRIVE REMOVALTRAIL RECLAIM (SHAPE & PAVE)REMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAINFULL DEPTH BITUMINOUSTRAIL REMOVAL>>>>S&I MAILBOXS&I CASTINGADJUST GATE VALVE BOXS&I SIGN ASSEMBLYXCEL ENERGY EASEMENT31Save: 2/6/2025 1:21 PM bmitchell Plot: 2/6/2025 3:56 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132re1_.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.REMOVAL PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale30603015FULL DEPTHINNSDALE AVENUE S SEE BELOW SEE ABOVE SEE SHEET 32 SEE SHEET 30 XCEL EASEMENTROW (TYP.)ROW (TYP.)CONST. 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LIMITS (TYP.)XCEL ENERGY EASEMENT (STA 59+00 TO 76+00)IMPE R I A L A V E N U E S ROW (TYP.)RAW WATER MAIN ALIGNMENTRAW WATER MAIN ALIGNMENTPROTECT CMPCULVERT10' PERMANENTUTILITY EASEMENTCAUTIONEXISTINGOVERHEAD POWERCAUTIONEXISTINGOVERHEAD POWERPROTECTEXISTINGCATCH BASIN GECTRLT-BURT-BURXCXCXCI8140815481688159 >>>>>>>>>>>>8140815481688159 >>>>>>>>>>>>24"24"28"24"28"IIIIIIIIIIIIIIIIIIIIIIIIIWELLSTVSHHHHSBMHHTELSGTSBMECTRLTTVTVT-BURT-BURXCXCXC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>ITV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGT-BURT-BURT-BURISSSSSS>>>>>>STSTSTSTRIM 911.32INVINVINVINVINVINVB-5B-6FOFO00+85 00+86 00+8700+8800+8900+9000+9100+9200+9300+9400+95BITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUTBITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALREMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUBCONCRETE DRIVE REMOVALREMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAIN>>>>FULL DEPTH BITUMINOUSTRAIL REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUT BITUMINOUS (FULL DEPTH)BITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALCLEAR AND GRUB (TREE)REMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUB (ACRE)CONCRETE DRIVE REMOVALTRAIL RECLAIM (SHAPE & PAVE)REMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAINFULL DEPTH BITUMINOUSTRAIL REMOVAL>>>>S&I MAILBOX711771277137714771577167717771878159 71207130714071507160716271787180711771277137714771577167717771878159 7120713071407150716071627178718091218"24"22"24">>IIIIIIIIIIIIIIIIIIIIIISSTVTVTVTVBMTVBMTSTVSTTVSESSTVTTV>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGP-BURTV-BURTV-BURP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHSSSSSSS00+7600+7700+7800+7900+8000+8100+8200+8300+84 00+85S&I CASTINGADJUST GATE VALVE BOXS&I SIGN ASSEMBLY32Save: 2/6/2025 1:21 PM bmitchell Plot: 2/6/2025 3:56 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132re1_.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.REMOVAL PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale30603015IMPERIAL AVENUE CIR S 71ST STREET S 70th STREET S (CSAH 22)IDSEN AVENUE S1.5" MILL AND OVERLAY1.5" MILL AND OVERLAY1.5" MILL AND OVERLAYLIGHT TO BE SALVAGED &INSTALLED BY XCEL ENERGYREMOVE EXISTINGSTORM STRUCTUREREMOVE EXISTINGSTORM STRUCTUREREMOVE EXISTINGSTORM SEWERREMOVE EXISTINGSTORM STRUCTUREREMOVE EXISTINGSTORM SEWERSEE BELOW SEE ABOVE SEE SHEET 33 SEE SHEET 31 IMPERIAL AVENUE SIDSEN AVENUE SROW (TYP.)ROW (TYP.)CONST. LIMITS (TYP.)CONST. LIMITS (TYP.)REMOVE EXISTINGSTORM STRUCTUREREMOVE EXISTINGSTORM SEWERIMPERIAL AVE S, 71ST ST. S & IDSEN AVE SIMPERIAL AVE SIDSEN AVE S71ST STREET SRAW WATER MAIN ALIGNMENTRAW WATER MAIN ALIGNMENTPROTECT SMALL OAKPROTECT SMALL OAKCAUTIONEXISTINGOVERHEAD POWERCAUTIONEXISTINGOVERHEAD POWERREMOVE EXISTING WATER MAINLIGHT TO BE SALVAGED &INSTALLED BY XCEL ENERGYREMOVE EXISTINGSTORM SEWERREMOVE AND REPLACELANDSCAPE PAVEREDGING AND MULCHREMOVE AND REPLACELANDSCAPE PAVEREDGING AND ROCKREMOVE EXISTING STORMSTRUCTURE 6950693969436947695369446958>> >>>>IIIIIIIIIIIIIIIIITVTTTVHHEETVTHHSBMTVTTTSSTVSHHHHHHST-BURT-BUR>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SIITV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGP-BURP-BURIISSSSSS>>>>>>STSTSTSTSTRIM 911.32INVINVINVINVINVINVB-4>>>> >>28"34"32"32"26"30"00+9200+9300+9400+9500+9600+9700+9800+9900+10000+101685768076829688569096799677268006828685668846910691869266919692769356939693469386944>>>>>>IIITTVESBMSTVTTTVSTTVSTVTTVTSTVTEBMHHTTVTVTEHHTTVTTVHH>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>II>>IIIIIIIIIIIIIITV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURSSSSSSTSTSTSTSTB-3>>>>>>30"30"28"30"34"34"36"4"12"18"00+10100+10200+10300+10400+10500+10600+10700+10800+10900+11 0 BITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUTBITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALREMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUBCONCRETE DRIVE REMOVALREMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAIN>>>>FULL DEPTH BITUMINOUSTRAIL REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUT BITUMINOUS (FULL DEPTH)BITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALCLEAR AND GRUB (TREE)REMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUB (ACRE)CONCRETE DRIVE REMOVALTRAIL RECLAIM (SHAPE & PAVE)REMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAINFULL DEPTH BITUMINOUSTRAIL REMOVAL>>>>S&I MAILBOXSFS&I CASTINGADJUST GATE VALVE BOXS&I SIGN ASSEMBLYIDSEN AVE S33Save: 2/6/2025 1:28 PM bmitchell Plot: 2/6/2025 3:57 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132re2.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.REMOVAL PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale30603015IDSEN AVENUE SREMOVE HYDRANT & VALVEASSEMBLY TO TEEREMOVE HYDRANT &VALVE ASSEMBLY TO TEEIDSEN AVENUE S68th STREET SSALVAGE LIGHT POLE& REMOVE BASESALVAGE LIGHT POLE& REMOVE BASESALVAGE LIGHT POLE& REMOVE BASESALVAGE LIGHT POLE& REMOVE BASEREMOVE EXISTINGSTORM STRUCTURESREMOVE EXISTINGSTORM SEWERREMOVE EXISTINGSTORM SEWERREMOVE EXISTINGSTORM STRUCTUREREMOVE EXISTINGSTORM STRUCTUREREMOVE EXISTINGSTORM STRUCTUREREMOVE EXISTINGSTORM SEWERREMOVE EXISTINGSTORM SEWERSEE BELOW SEE ABOVE SEE SHEET 34 SEE SHEET 32REMOVE AND REPLACEAGGREGATE DRIVINGSURFACEIDSEN AVENUE SIDSEN AVENUE SSPLASH PADAT HIGHLANDSPARKROW (TYP.)ROW (TYP.)CONST. LIMITS (TYP.)CONST. LIMITS (TYP.)IDSEN AVE SIDSEN AVE. SHIGHLANDS PARKHIGHLANDS PARKRAW WATER MAIN ALIGNMENTRAW WATER MAINALIGNMENTPROTECT BITUMINOUSTRAIL (TYP)PROTECT TREESPROTECT 2" DIA. B&B TREEPROTECT 4" OAK TREE(RELOCATE ONLY IF NECCESSARYAND DIRECTED BY ENGINEER) SPLASH PAD AT HIGHLAND PARK ENTRANCECONTRACTOR SHALL MAINTAIN PUBLIC ACCESS TO SPLASH PADAT HIGHLANDS PARK AT ALL TIMES. WORK RESTRICTING ACCESSSHALL BE COORDINATED WITH ENGINEER PRIOR TO WORK BEINGCOMPLETED. BITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGBITUMINOUS PAVEMENT REMOVALREMOVALSBITUMINOUS DRIVE REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUTBITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALREMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUBCONCRETE DRIVE REMOVALREMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAIN>>>>FULL DEPTH BITUMINOUSTRAIL REMOVALBITUMINOUS PAVEMENT MILLINGSAWCUT BITUMINOUS (FULL DEPTH)BITUMINOUS PAVEMENT REMOVALCURB & GUTTER REMOVALSIDEWALK REMOVALCLEAR AND GRUB (TREE)REMOVALSBITUMINOUS DRIVE REMOVALCLEAR AND GRUB (ACRE)CONCRETE DRIVE REMOVALTRAIL RECLAIM (SHAPE & PAVE)REMOVE STORM SEWER PIPEAND STRUCTUREREMOVE EXISTING WATER MAINFULL DEPTH BITUMINOUSTRAIL REMOVAL>>>>S&I MAILBOXSF621262016228624062566262627062886298IIIII IIIIIIIIIIIIIIIIIWELLBMSS400 8 9 967 . 6 0 DC U 6 " P V C E SSSTTELTHHSSBM43630976.09DCU 18" RCP E43631981.21DCU 72" OFC E >>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSTSTST>>>>>>>S>>>IFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURSSSSSSSSTST>>B-100+13500+13600+13700+13800+13994.53+13966040 6771674367156687666166316575654765486576663266626688671667446772>>IIIIIIIIIIHHBMSBMTTVHHTTTVTHHSETVTHHTTVSTVTTVTTVTTVTEET>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I>>>>>>>>>>>>>IIIIIIIIIIIIIITV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BUR436 7 6 977. 2 6 DM L B 436 7 7 977. 3 4 DM L 436 7 8 977. 5 2 DM L E HH>>>>SSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>> >> >> >> >> >>STSTRIM 978.50INVINVINVINVINVINVRIM 978.41INVINVINVINVINVINVRIM 977.98INVINVINVINVINVINVB-2B-174"36"10"36"36"36"10"00+11000+11100+11200+11300+11400+11500+11600+117S&I CASTINGADJUST GATE VALVE BOXS&I SIGN ASSEMBLYIDSEN AVE S34Save: 2/6/2025 1:28 PM bmitchell Plot: 2/6/2025 3:58 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132re2.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.REMOVAL PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale3060301563RD STREET S REMOVE EXISTING 16" WATER MAIN& VALVE TO TEE (PLUG 8" TEE);(VALVE REMOVAL INCIDENTAL TOWATER MAIN REMOVAL)REMOVE EXISTINGWATER MAINIDSEN AVENUE SREMOVE HYDRANT & VALVEASSEMBLY TO TEEREMOVE HYDRANT & VALVEASSEMBLY TO TEE65TH STREET SIDEAL AVENUE SREMOVE HYDRANT &VALVE ASSEMBLYSALVAGE LIGHT POLE& REMOVE BASESALVAGE LIGHT POLE& REMOVE BASEREMOVE EXISTINGWATER MAINREMOVE EXISTINGSTORM STRUCTUREREMOVE EXISTINGSTORM SEWERREMOVE EXISTINGGATE VALVE & BOX;(VALVE REMOVALINCIDENTAL TOWATER MAIN REMOVAL)SEE SHEET 33 SALVAGE AND INSTALLBRICK PAVERSIDSEN AVENUE SNOTE: SEE SHEET 87 FORREMOVALS ADJACENT TO 70TH ST S(FOR CONSTRUCTION OF SANDBENCH WATER FILTRATION)ROW (TYP.)ROW (TYP.)CONST. LIMITS (TYP.)CONST. LIMITS (TYP.)IDEAL AVE SIDSEN AVE S. & IDEAL AVE S.SUNNYHILL PARKSUNNYHILL PARKRAW WATER MAINALIGNMENTRAW WATER MAIN ALIGNMENTCONTRACTOR TO SPADEAND TRANSPLANT TREESAS DIRECTEDSALVAGE LIGHT POLE& REMOVE BASESALVAGE LIGHT POLE& REMOVE BASEADJUST GATE VALVE BOX 10.28+500+1000+15 00+2000+2500+3000+350 0+40 00 + 45 00+5000+5500+60 00+65 00+70 0 0+7500+8000+85 00+90INNSDALE AVE SIMPERIAL AVE S70TH ST S (CSAH 22) 80TH ST S INDIAN BLVD SFIRESTATION 2XCEL EASEMENTPINE TREEVALLEY PARKPINE TREE VALLEY PARKCHURCH OFSAINT RITASPLASH PADAT HIGHLANDSPARKISLETON AVE SIRISH AVE SIRVIN AVE SIRI S H A V E S I R V I N A V E S 72ND ST S INWOOD AVE SPINE TREEPOND PARKIRISH AV E S IRISH AVE S IRISH AVE CT S 77TH ST S 75TH S T S IMPERIAL AVE CIR S INNSDALE AVE S IDEAL AVE SIDEAL AVE SI D E A L A V E S IMPERIAL AVE SIMMANUEL AVE SIND I A N B L V D SISLETON COURT SFOOTHILL ROAD S81ST STREET SISLE AVE SPROPOSED WATER MAINALIGNMENTLEGENDMANHOLE IDENTIFICATIONNUMBER AT EACH END OFSEGMENT TO BE LINEDLOCATION OF SANITARYSEWER SEGMENTS TOBE LINED35Save: 2/3/2025 10:17 AM bmitchell Plot: 2/6/2025 3:58 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\10 LOCATION MAP.dwgABBSBS 0feetscale0feetscale0feetscale30060030015088Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCOTTG179132SANITARY SEWER LININGLOCATION MAPHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.15" RCP SEWER LINING12" VCP SEWER LINING9" VCP SEWER LINING409410411487748829828999NOTES:1.PROFILES, INVERTS, AND TOP OF CASTINGELEVATIONS SHOWN ON SHEET 36 ARETAKEN FROM ORIGINAL CONSTRUCTIONPLANS. THIS INFORMATION IS INTENDED TOBE USED AS A GENERAL GRAPHICALREPRESENTATION OF EXISTING CONDITIONS.THE CONTRACTOR SHALL VERIFY EXACTDIMENSIONS PRIOR TO ORDERING ANYMATERIALS.2.LINING CONTRACTOR IS RESPONSIBLE FOR,AND SHALL MAINTAIN FLOW OF EXISTINGSANITARY SEWER AT ALL TIMES.751781749B750749749A9" VCPSEWER LINING INV = 838.31INV = 840.42INV = 842.69 275' 15" RCP @ 0.76%300 LF 15" RCP @ 0.76%T.C.= 855.33T.C.= 858.80T.C.= 855.44409410411487748409410411INV = 858.83 INV = 852.86 400 LF 12" VCP @ 1.48%T.C.= 870.00T.C.= 869.5048774815" RCPINV = 852.1812" VCP @ 0.22%15" RCP @ 0.70%15" RCP @ 0.76%INV = 894.20 INV = 893.76 E 116 LF 9" VCP @ 0.78%T.C.= 905.40T.C.= 908.309" VCP @ 2.37%INV = 893.76 W INV = 895.35 N 56 LFREINSTATE SANITARYSEWER SERVICE828828829829ELEV. = 900.089" VCP @ 0.45%36Save: 2/3/2025 10:17 AM bmitchell Plot: 2/6/2025 3:58 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\10 LOCATION MAP.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCOTTG179132SANITARY SEWER LININGEXISTING PROFILESHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.LINE APPROX. 116 LF OF 9" VCP (FIELD VERIFY)LINE APPROX. 400 LF OF 12" VCP (FIELD VERIFY)LINE APPROX. 575 LF OF 15" RCP (FIELD VERIFY)749749AINV = 859.75 INV = 859.44 65' 12" VCP @ 0.48%T.C.= 870.00T.C.= 880.0012" VCP @ 0.25%LINE APPROX. 65 LF OF 12" VCP (FIELD VERIFY)749B750INV = 861.20INV = 860.74 200' 12" VCP @ 0.23%T.C.= 875.70T.C.= 871.0012" VCP @ 0.26%LINE APPROX. 200 LF OF 12" VCP (FIELD VERIFY)12" VCP @ 0.22%12" VCP @ 0.25%751781INV = 867.54 INV = 862.11 E 237 LF 9" VCP @ 2.29%T.C.= 871.0T.C.= 877.15LINE APPROX. 237 LF OF 9" VCP (FIELD VERIFY)9" VCP @ 0.71%INV = 862.11 W INV = 862.11 S 9" VCP N & S12" VCP S751781749B750749749A © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS I I I I I >>>>>>>>>>PBMFOFOFOFOFOFOFOFOFOFOFOFOFOP-BURP-BURP-BURP-BURP-BUR P-BURP-BURP-BURP-BURP-BUR>>20" 45° DIP BENDSTA. 9+8610.28+500+600+700+800+900+10 00+1120" DIP WM855 860 865 853 854 856 857 858 859 861 862 863 864 870 875 86 6 86 7 8 6 8 869 871 872 873 874 876 885 890 895 900 881 882 883 884 886 887 888 889 891 892 893 894 896 897 898 899 901 902 903 904 89590090589389489689789889990190290390420" DIP WM20" 45° DIP BENDSTA. 9+4920" X 6" DIP TEESTA. 5+106" DIP6" DIP6" DIP20" 45° VERTICAL BENDSTA. 8+9720" 45° VERTICAL BENDSTA. 9+0120" X 12" DIP TEE AND PLUGSTA. 10+7020" X 16" REDUCERSTA. 10+7516" BVSTA. 10+808808858908959009059109158808858908959009059109157.5' MIN COVER7+5020" DIP CL52 RESTRAINED JOINT PIPE85586086587087588088589085586086587087588088589020" x 6" DIP TEESTA. 5+10ELEV. 898.51EXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINE20" DIP WM18" MIN20" DIP CL52 RESTRAINED JOINT PIPE20" DIP PLUGSTA. 5+10ELEV. 898.5120" 45° VERTICAL DIP BENDSTA. 8+97ELEV. 873.5120" 45° VERTICAL DIP BENDSTA. 9+01ELEV. 868.0920" DIP WM7.5' MIN COVERSTA. 7+49ELEV. 898.18STA. 7+92ELEV. 895.66STA. 8+42ELEV. 886.49STA. 9+25ELEV. 866.4520" 45° DIP BENDSTA. 9+49ELEV. 860.5020" 45° DIP BENDSTA. 9+86ELEV. 856.1220" DIP WMEXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINE905.7906.7907.3906.9 905.6 902.8 892.85+006+007+008+008+50892.8 880.5 868.5 864.28+509+0010+00PINE TREE POND PARK37Save: 2/6/2025 3:03 PM bmitchell Plot: 2/6/2025 4:00 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u01.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015SEE SHEET 3820" DIP PLUGCONST. LIMITS (TYP.)COTTAGE GROVEFIRE STATION NO. 2PONDPINE TREEPOND PARKTRAILWETLAND AREAPROPERTY LINES (TYP.)ST 1ST 2GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)PROTECT EXISTING24" DIP WMPROTECT EXISTING 24" DIP WMPINE TREE POND PARK (STA 5+00 TO 10+00)HYDRANT & GV ASSEMBLYSTA. 5+10Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCONSTRUCTION ACCESS THROUGHFIRE STATION TO BE COORDINATEDWITH CITY PRIOR TO USEINSTALL 12" PLUG ONWEST SIDE OF TEECONTRACTOR SHALL SALVAGE EXISTING TOPSOIL IN OPEN CUT AREAS PRIOR TOINSTALLING WATER MAIN. SALVAGED TOPSOIL SHALL BE UTILIZED FORRESTORATION OF DISTURBED AREAS (INCIDENTAL TO WATER MAINCONSTRUCTION) PRIOR TO IMPORTING TOPSOIL. IIIIIIIIIIIIIIISPHHI>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12" DIP30" DIPTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOP-BURP-BURP-BURP-BURP-BURSRIM 863.82INVINVINVINVINVINVFOFOFOFOFOP-BURFOFOFOGG>>>>>>>III>>>>>SSSS>>>B-12B-13B-14B-15B-16B-12AB-13A872600+900+1000+1100+1200+1300+1400+1500+1600+1700+18SSSS00+900+1000+1100+1200+1300+1400+1500+1600+1700+18860865856857858859861862863864870875880866867868869871872873874876877878879881882883884875880871872873874876877878879881882883884870 86 6 867 868 869 860865870861862863864866867868869871 88589089590088188288388488688788888989189289389489689789889990190290316" DIP WM16" DIP WM20" DIP WM20" 45° DIP BENDSTA. 9+4920" 45° DIP BENDSTA. 9+8616" X 6" DIP TEESTA. 11+1016" 11.25° DIP BENDSTA. 11+1716" 22.5° DIP BENDSTA. 14+3020" HDPE TO 16" DIPPOLY-CAM ADAPTERSTA. 14+3620" HDPE (IPS) TO 16" DIPPOLY-CAM ADAPTERSTA. 17+8520" HDPE (IPS) TO 16" DIPPOLY-CAM ADAPTERSTA. 14+3620" 45° VERTICAL BENDSTA. 8+9720" 45° VERTICAL BENDSTA. 9+0120" X 12" DIP TEE AND PLUGSTA. 10+7020" X 16" REDUCERSTA. 10+7516" BVSTA. 10+80850855860865870875880885850855860865870875880885TOP OF 42"STEEL CASING PIPESTA. 11+25ELEV. 860.20EXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINEINSTALL INSULATION ABOVE PROPOSEDRAW WATER MAINWHEN 7.5' OF COVER IS NOT ACHIEVED(APPROX. STA. 14+05 TO STA. 14+75)FILL EXTERIOR ANNULARSPACE WITH GROUT DURINGCASING INSTALLATIONPROTECT EXISTING15" RCP SANITARY SEWER860.40856.47857.76859.05859.31859.31 859.31 859.31 859.31 859.31 859.32 856.07 852.81 850.49 849.87 850.96 853.75 857.70 862.869+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+5012" VCP24" RCP Class V20" 45° DIP BENDSTA. 9+86ELEV. 856.12HYDRANT & GV ASSEMBLYSTA. 11+10ELEV. 859.3116" 11.25° DIP BENDSTA. 11+17ELEV. 859.3115" RCP12" DIP36" DIPTOP OF 42"STEEL CASING PIPESTA. 13+95ELEV. 860.27BURIED POWERTV CABLEFIBER OPTIC16" 22.5° DIP BENDSTA. 14+30ELEV. 859.31349 LF20" HDPE WM54" RCP Class III11+2513+9514+364' MINJACK AND BORE 270 LF 42" STEEL CASING PIPEAND 16" DIP CL52 JOINT CARRIER PIPETRENCHLESS 20" HDPE DR11 PIPE20" DIP WM16" D IP WM7.5' MIN COVER20" HDPE TO 16" DIPPOLY-CAM ADAPTERSTA. 14+36ELEV. 859.4220" HDPE TO 16" DIPPOLY-CAM ADAPTERSTA. 17+85ELEV. 856.62R = 1500' (VERT.)17+85STA. 18+11ELEV. 858.6520" X 12" DIP TEE WITH 12 " PLUGSTA. 10+70.88ELEV. 859.6920" X 16" REDUCERSTA. 10+74.97ELEV. 859.6916" BVSTA. 10+80.80ELEV. 859.3020" DIP CL52 RESTRAINED JOINT PIPE10+75PINE TREE POND PARK38Save: 2/6/2025 3:03 PM bmitchell Plot: 2/6/2025 4:00 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u01.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale3060301580T H S T S F.L. 857.90SEE SHEET 37SEE SHEET 39270 LF JACK AND BORE42" STEEL CASING PIPEWETLAND AREA20" HDPE WMCONST. LIMITS (TYP.)PINE TREEPOND PARK8726PINE TREEVALLEY PARKTRAILEXISTING R/W (TYP.)TRAIL SAN 2SAN 1SAN 3SAN 4ST 3ST 4ST 5ST 6ST 7WATER MAIN JACKING NOTES:1.STEEL CASING WALL THICKNESS SHALL BE A MINIMUM OF0.500 INCHES.2.CARRIER PIPE SHALL BE CONSTRAINED WITHIN CASING PIPEUTILIZING SPACERS AND END SEALS.3.CARRIER AND CASING PIPES SHALL INCLUDE CATHODICPROTECTION AT BOTH ENDS AND NEEDS TO BE DESIGNEDBY A CATHODIC SPECIALIST.4.CASING PIPE SHALL BE SEALED AT BOTH ENDS.5.CONTRACTOR REQUIRED TO MONITOR AND/OR TELEVISEEXISTING UTILITIES AS DIRECTED BY ENGINEER.6.CONTRACTOR SHALL INSTALL/TEMPORARILY CONSTRUCTPROTECTIVE STORM WATER BARRIER AT NORTH END OFCASING AS DIRECTED AND APPROVED BY THE ENGINEER.7.TOP OF STORM WATER PROTECTIVE BARRIER SHALL BECONSTRUCTED TO ELEVATION 875 TO PROTECT WORKINGPIT FROM STORM WATER POND WATER INTRUSION DURINGSTORM EVENT.POND NWL = 857CONST. LIMITS (TYP.)80TH ST S. CROSSING (STA 10+00 TO 18+50)HYDRANT & GV ASSEMBLYSTA. 11+10CONST. LIMITS (TYP.)GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRPROTECT EXISTING15" RCP SANITARY SEWER12" VCP SANITARY SEWER TO BELINED PRIOR TO THE START OFANY BORING OPERATION12" VCP SANITARY SEWER TO BELINED PRIOR TO THE START OFANY BORING OPERATIONPINE TREE VALLEY PARKTEMP STORMWATER PROTECTIVE BARRIER (LS)TO BE DESIGNED, CONSTRUCTED, AND REMOVEDBY CONTRACTORCONTRACTOR SHALL SALVAGE EXISTING TOPSOIL IN OPEN CUT AREAS PRIOR TOINSTALLING WATER MAIN. SALVAGED TOPSOIL SHALL BE UTILIZED FORRESTORATION OF DISTURBED AREAS (INCIDENTAL TO WATER MAINCONSTRUCTION) PRIOR TO IMPORTING TOPSOIL. SSSPPSXCXCXCXWD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PSSSSB-117894778977977805788500+1800+1900+2000+2100+2200+2300+2400+2500+26+27SSSS00+1800+1900+2000+2100+2200+2300+2400+2500+26+2716" DIP WM875 875875880880872873 874874874 876 876876876877 8 7 7 878 87 8 879 87 988188187086786886987116" DIP WM16" X 6" DIP TEESTA. 20+43850855860865870875880885850855860865870875880885HYDRANT & GV ASSEMBLYSTA. 20+43ELEV. 872.72EXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINE16" DIP WM16" DIP WM7.5' MIN COVERSTA. 18+71ELEV. 865.18STA. 19+26ELEV. 869.23STA. 19+67ELEV. 870.87STA. 21+75ELEV. 869.40STA. 22+43ELEV. 866.15STA. 23+74ELEV. 866.15STA. 25+73ELEV. 864.15STA. 18+11.08ELEV. 858.72867.1870.8876.4877.8880.2880.3 879.1 877.8 876.2 873.9 874.5 875.3 875.4 874.1 872.0 872.2 872.2 872.118+0019+0020+0021+0022+0023+0024+0025+0026+0026+50PINE TREE VALLEY PARK39Save: 2/6/2025 3:03 PM bmitchell Plot: 2/6/2025 4:00 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u01.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015PROPERTY LINESEE SHEET 38 SEE SHEET 40WETLAND AREATRAILTRAIL TRAILSAN 5SAN 6SAN 7SAN 8CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 18+50 TO 26+50)R = 300' (HORIZ.)HYDRANT & GV ASSEMBLYSTA. 20+43PINE TREEVALLEY PARKGENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR12" VCP SANITARY SEWER TO BELINED PRIOR TO THE START OFANY BORING OPERATION12" VCP SANITARY SEWER TO BELINED PRIOR TO THE START OFWATER MAIN INSTALLATION12" VCP SANITARY SEWER TO BELINED PRIOR TO THE START OFWATER MAIN INSTALLATIONCONTRACTOR SHALL SALVAGE EXISTING TOPSOIL IN OPEN CUT AREAS PRIOR TOINSTALLING WATER MAIN. SALVAGED TOPSOIL SHALL BE UTILIZED FORRESTORATION OF DISTURBED AREAS (INCIDENTAL TO WATER MAINCONSTRUCTION) PRIOR TO IMPORTING TOPSOIL. IIIIPPPSPSXWDXCXCXC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PSSS>>ST75937597760576657679769377070000+2700+2800+2900+3000+3100+3200+3300+3400+35SS0000+2700+2800+2900+3000+3100+3200+3300+3400+35875874875873874 875880885890871872873874876877878879881882883884886887888889891S16" DIP WM16" 45° VERTICAL DIP BENDSTA. 31+8816" 45° VERTICAL DIP BENDSTA. 31+8516" X 6" DIP TEESTA. 27+25855860865870875880885890855860865870875880885890PROTECT EXISTING21" RCP STORM SEWER21" RCP Class IIIEXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINEINSTALL INSULATION ABOVEPROPOSED RAW WATER MAINSTA. 27+67 TO STA. 28+74HYDRANT & GV ASSEMBLYSTA. 27+25ELEV. 866.0016" DIP WM7.5' MIN COVER16" 45° VERTICAL DIP BENDSTA. 31+85ELEV. 865.9416" 45° VERTICAL DIP BENDSTA. 31+88ELEV. 868.9818" MIN18" MIN16" DIP WMSTA. 28+94ELEV. 863.41STA. 29+42ELEV. 863.41STA. 30+73ELEV. 865.69STA. 31+08ELEV. 865.94STA. 32+23ELEV. 870.10STA. 33+63ELEV. 876.24STA. 28+10ELEV. 865.40872.2872.1873.8873.5872.2871.5 871.1 871.5 872.3 873.0 873.8 875.3 877.3 879.0 880.8 883.4 887.3 890.226+0027+0028+0029+0030+0031+0032+0033+0034+0034+5016" BVSTA. 27+20ELEV. 865.94PINE TREE VALLEY PARK40Save: 2/6/2025 4:43 PM bmitchell Plot: 2/6/2025 4:56 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u01.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015SEE SHEET 41 SEE SHEET 39 PINE TREEVALLEY PARKTRAILPROPERTY LINESAN 8SAN 9SAN 10ST 8CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 26+50 TO 34+00)HYDRANT & GV ASSEMBLYSTA. 27+25PROTECT EXISTING21" RCP STORM SEWERGENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR12" VCP SANITARY SEWER TO BELINED PRIOR TO THE START OFWATER MAIN INSTALLATION9" VCP SANITARY SEWER TO BELINED PRIOR TO THE START OFWATER MAIN INSTALLATION12" VCP SANITARY SEWER TO BELINED PRIOR TO THE START OFWATER MAIN INSTALLATION9" VCP SANITARY SEWER TO BELINED PRIOR TO THE START OFWATER MAIN INSTALLATIONCONTRACTOR SHALL SALVAGE EXISTING TOPSOIL IN OPEN CUT AREAS PRIOR TOINSTALLING WATER MAIN. SALVAGED TOPSOIL SHALL BE UTILIZED FORRESTORATION OF DISTURBED AREAS (INCIDENTAL TO WATER MAINCONSTRUCTION) PRIOR TO IMPORTING TOPSOIL.16" BVSTA. 27+20 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS IIIIIP>>>>>>>>>>>>>>>>>>>> >> >> >> >>STSTST>>>>>>>>>>>TV-BURTV-BURTV-BURB-107 4 6 4 7 4 5 6 7 4 4 8 74 4 07488748075937597747200+3400+3500+3600+3700+3800+390 0 + 4 0 0 0 + 4 1 0 0 + 4 2880885890881882883884886887888889891890890890 89 089589 5 9009 0 0 9059058888 8 8888888888889 8 8 9 889889891 8918 9 1892892893893894894896896 897 8978988 9 8 8998 9 9 9019 0 1 90290290390390490490690616" 22.5° DIP BENDSTA. 37+1816" 22.5° DIP BENDSTA. 35+208 9 0 8 8 916" DIP WM16" DIP WM16" 22.5° DIP BENDSTA. 36+9716" X 6" DIP TEESTA. 38+2416" 45° DIP BENDSTA. 34+66870875880885890895900905870875880885890895900905PROTECT EXISTING24" RCP STORM SEWERINSTALL INSULATION ABOVEPROPOSED RAW WATER MAINSTA. 37+25 TO STA. 39+7516" 22.5° DIP BENDSTA. 36+97ELEV. 885.97PROTECT EXISTING8" DIP WATER MAIN8" DIP24" RCP Class III16" 45° DIP BENDSTA. 34+66ELEV. 882.2016" 22.5° DIP BENDSTA. 37+18ELEV. 888.387.5' MIN COVEREXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINE16" DIP WM16" DIP WMHYDRANT & GV ASSEMBLYINSTALL INSULATIONOVER HYDRANT BRANCHSTA. 38+24ELEV. 896.1918" RCP Class V18" MIN16" DIP WMPROPOSED GRADE ATPROPOSED RAW WATERMAIN CENTERLINE18" MINSTA. 37+99ELEV. 895.40STA. 38+64ELEV. 896.19STA. 39+17ELEV. 891.32STA. 39+64ELEV. 888.36STA. 40+31ELEV. 881.24STA. 33+67ELEV. 876.24STA. 40+99ELEV. 876.0522.5° DIP BENDSTA. 35+19.64ELEV. 882.32883.5887.3890.1890.1890.1890.1 892.0 895.1 902.3 904.8 902.5 900.0 896.8 892.5 887.1 884.4 883.733+5034+0035+0036+0037+0038+0039+0040+0041+0041+50STA. 36+00.00ELEV. 882.50PINE TREE VALLEY PARK41Save: 2/6/2025 3:03 PM bmitchell Plot: 2/6/2025 4:01 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u01.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015CONCRETE PADSEE SHEET 40 SEE SHEET 42IRVIN AVE SPONDPROPERTY LINET R A I LST 9ST 10ST 11ST 12CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 34+00 TO 41+00)PROTECT EXISTING8" WATER MAINHYDRANT & GV ASSEMBLYSTA. 38+2410' (MIN) SEPARATION FROMEXISTING 8" WATER MAINPROTECT EXISTING18" RCP STORM SEWERPROTECT EXISTING24" RCP STORM SEWERGENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCONTRACTOR SHALL SALVAGE EXISTING TOPSOIL IN OPEN CUT AREAS PRIOR TOINSTALLING WATER MAIN. SALVAGED TOPSOIL SHALL BE UTILIZED FORRESTORATION OF DISTURBED AREAS (INCIDENTAL TO WATER MAINCONSTRUCTION) PRIOR TO IMPORTING TOPSOIL. >>>>>>>>ST>>>>B-9753374647456753900+4100+4200+4300+4400+4500+4600+4700+4800+4900+4100+4200+4300+4400+4500+4600+4700+4800+4916" DIP WM890890888888889889 891891892890890895895 8958868 8 6 886886887887887887888888889889891892892893 893894894896 896896897 89789789816" X 6" DIP TEESTA. 48+1716" 22.5° DIP BENDSTA. 48+3816" 22.5° DIP BENDSTA. 47+2416" 11.25° DIP BENDSTA. 49+1416" 11.25° DIP BENDSTA. 43+8416" 11.25° DIP BENDSTA. 44+8740+50.00EP: 40+50.0040+50.00870875880885890895900905870875880885890895900905EXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINEHYDRANT & GV ASSEMBLYSTA. 48+17ELEV. 883.1816" 22.5° DIP BENDSTA. 48+38ELEV. 883.977.5' MIN COVER16" DIP WM16" 22.5° DIP BENDSTA. 47+24ELEV. 882.25STA. 41+42ELEV. 876.05STA. 42+68ELEV. 875.2316" 11.25° DIP BENDSTA. 43+84ELEV. 876.9716" 11.25° DIP BENDSTA. 44+87ELEV. 877.70STA. 46+18ELEV. 879.03STA. 48+76ELEV. 885.60STA. 40+99ELEV. 876.0516" 11.25° DIP BENDSTA. 49+14ELEV. 885.92887.4884.4883.9883.9883.3883.3 884.7 884.9 885.1 885.6 886.0 886.6 888.1 890.1 889.9 890.8 892.1 894.2 894.440+5041+0042+0043+0044+0045+0046+0047+0048+0049+0049+50PINE TREE VALLEY PARK42Save: 2/6/2025 3:03 PM bmitchell Plot: 2/6/2025 4:02 PM \\sp-pz1.sehinc.com\pzprojects1\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u01.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015SEE SHEET 43 SEE SHEET 41 RAW WATER MAIN PLAN AND PROFILEWETLAND AREAPROPERTY LINEPONDPINE TREEVALLEY PARKPONDTRAILST 13ST 14CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 41+00 TO 49+00)HYDRANT & GV ASSEMBLYSTA. 48+17GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCONTRACTOR SHALL SALVAGE EXISTING TOPSOIL IN OPEN CUT AREAS PRIOR TOINSTALLING WATER MAIN. SALVAGED TOPSOIL SHALL BE UTILIZED FORRESTORATION OF DISTURBED AREAS (INCIDENTAL TO WATER MAINCONSTRUCTION) PRIOR TO IMPORTING TOPSOIL. PP>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STB-9B-198595859900+4900+5000+5100+5200+5300+5400+4900+5000+5100+5200+5300+54ST9009 1 0 8948968989029049 0 6 9 0 8 9 1 2 914 914890 900 88 2 884 886 888 892 894 896 898 902 9049 0 4 9069 0 6 90890800+4900+5000+5100+5200+5300+5416" 11.25° DIP BENDSTA. 49+14PROTECT EXISTING 36" RCP STORM SEWER16" BVSTA. 53+8620" HDPE (IPS) TO 16" DIPPOLYCAM ADAPTERSTA. 53+9616" X 6" DIP TEESTA. 53+9116" DIP WM88088589089590090591091588088589089590090591091548+5049+0050+0051+0052+0053+0054+007.5' MIN COVEREXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINESTA. 51+43ELEV. 890.98STA. 48+76ELEV. 885.6016" BVSTA. 53+86ELEV. 894.62HYDRANT & GV ASSEMBLYSTA. 53+91ELEV. 894.62ST 16STA = 50+03, 14.4' LTC=893.31INV=887.17 (N)42" RCP Class IIIINV=887.07 (SW)48" RCP Class IIIINV=887.35 (E)36" RCP Class III INV=887.35 (E)36" RCP Class III16" 11.25° DIP BENDSTA. 49+14ELEV. 885.92892.1894.2 894.4 893.4 897.0 899.4 900.4 900.8 902.8 902.2 903.7 884.48885.80 885.92 885.92 887.27 889.26 891.12 892.13 893.11 893.90 894.32 894.7348+5049+0050+0051+0052+0053+0054+0016" DIP WM18" MINSTA = 52+44 TC= 901.81ST-93, 5.8' LINV. 899.80 (N) STA = 53+27 TC= 903.30ST-94, 2.4' LINV. 901.29 (S)20" HDPE (IPS) TO 16" DIPPOLYCAM ADAPTERSTA. 53+96ELEV. 894.7324" RCPPINE TREE VALLEY PARK43Save: 2/6/2025 3:22 PM bmitchell Plot: 2/6/2025 4:04 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u02.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015INV. 899.80'INV. 901.29'REMOVE 24" CMP ANDREPLACE w/ 24" RCPCULVERT AND APRONSSEE SHEET 42 SEE SHEET 44 WETLAND AREAPINE TREEVALLEY PARKPROTECT STORMSEWER MANHOLE10' MIN.ST 15ST 16ST 93ST 94PINE TREE VALLEY PARK (STA 49+00 TO 53+50)HYDRANT & GV ASSEMBLYSTA. 53+91CONST. LIMITS (TYP.)GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCONTRACTOR SHALL SALVAGE EXISTING TOPSOIL IN OPEN CUT AREAS PRIOR TOINSTALLING WATER MAIN. SALVAGED TOPSOIL SHALL BE UTILIZED FORRESTORATION OF DISTURBED AREAS (INCIDENTAL TO WATER MAINCONSTRUCTION) PRIOR TO IMPORTING TOPSOIL. IIIIITTVSPXWD>>>>>>>>>> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURFOFOFOFOGGGGSRIM 903.49INVINVINVINVINVINVBMPXCSSSS>>>>>>>>>>>>STRIM 903.94INVINVINVINVINVINVB-18B-198532 85168595 845000+5300+5400+5500+5600+5700+5800+5900+60 00+6100+5300+5400+5500+5600+5700+5800+5900+60 00+61STSSSS910906908912914914904904904 9 0 4 906908 910 9088" DIP 8" DIP 00+5300+5400+5500+5600+5700+5800+5900+60 00+6130" RCP Class III16" X 6" DIP TEESTA. 53+9120" HDPE (IPS) TO 16" DIPPOLY-CAM ADAPTERSTA. 53+9616" 45° DIP BENDSTA. 59+3820" HDPE (IPS) TO 16" DIPPOLY-CAM ADAPTERSTA. 59+1116" BVSTA. 53+8616" 45° DIP BENDSTA. 59+58SSSS SSSSINDIA N B O U L E V A R D880885890895900905910915 88088589089590090591091553+0054+0055+0056+0057+0058+0059+0060+004' MINGAS LINETV CABLE515 LF 20" HDPE WM902.8902.2903.7903.3 903.8 904.2 904.5 905.0 905.7 905.7 906.9 907.2 907.3 905.7 906.4 893.90894.32894.73894.69 893.72 892.75 891.78 890.81 889.93 890.05 891.38 893.69 896.10 896.21 896.6153+0054+0055+0056+0057+0058+0059+0060+0020" HDPE TO 16" DIPPOLY-CAM ADAPTERSTA. 53+96ELEV. 894.7316" BVSTA. 53+86ELEV. 894.62HYDRANT & GV ASSEMBLYSTA. 53+91ELEV. 894.6216" 45° DIP BENDSTA. 59+38ELEV. 896.217.5' MIN COVEREXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINE16" DIP WM16" DIP WMST 20STA = 59+23, 12.9' LTC=904.84INV=897.82 (NE)30" RCP Class IIIINV=897.82 (S)33" RCP Class IIITRENCHLESS 20" HDPE DR11 PIPE59+119" VCP SANITARY SEWER TO BELINED PRIOR TO THE START OFANY BORING OPERATION30" RCP Class III20" HDPE TO 16" DIPPOLY-CAM ADAPTERSTA. 59+11ELEV. 896.328" DIPR = 2000' (VERT.)16" 45° DIP BENDSTA. 59+58ELEV. 896.21STA. 59+88ELEV. 896.2153+96STA = 53+27TC= 903.30ST-94, 2.4' LINV. 901.29 (S)SEE SANITARY SEWERREPLACEMENT NOTE, SHEET 45PINE TREE VALLEY PARK44Save: 2/6/2025 3:22 PM bmitchell Plot: 2/6/2025 4:05 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u02.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015SEE SHEET 45CONSTRUCTION LIMITS(EQUIPMENT/MATERIAL ACCESS TO PARK)PINE TREEVALLEY PARKBALLFIELDPROTECT CATCH BASIN10' UTILITY EASEMENT 20" HDPE WM20" HDPE WM10' MIN.10' MIN.EXISTING R/W (TYP.)NOTE:1.SEE SHEET 30 AND 60 FOR CONTRACTORACCESS OFF INDIAN BLVD.2.NO CONTRACTOR EQUIPMENT ORMATERIALS ON ATHLETIC FIELD OUTSIDEOF DESIGNATED ACCESS PATH.SAN 11SAN 12SAN 13SAN 14ST 17ST 18ST 19ST 20SEE SHEET 43INV. 901.29'ST 94PINE TREE VALLEY PARK (STA 53+50 TO 60+00)HYDRANT & GV ASSEMBLYSTA. 53+91R = 800' (HORIZ.)CONST. LIMITS (TYP.)25'GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR9" VCP SANITARY SEWER TOBE LINED PRIOR TO THESTART OF ANY BORINGOPERATIONCONTRACTOR SHALL SALVAGE EXISTING TOPSOIL IN OPEN CUT AREAS PRIOR TOINSTALLING WATER MAIN. SALVAGED TOPSOIL SHALL BE UTILIZED FORRESTORATION OF DISTURBED AREAS (INCIDENTAL TO WATER MAINCONSTRUCTION) PRIOR TO IMPORTING TOPSOIL. XWD>>>>>>>>>>>>>>>>>>>>>>>>>>PPXCXCXCXCXCXCP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHSB-885328516839084008410842084308440845000+5800+5900+6000+6100+6200+6300+6400+6500+6600+5800+5900+6000+6100+6200+6300+6400+6500+66S91 0 90890891 2 91 4 90690890890400+5800+5900+6000+6100+6200+6300+6400+6500+6616" 45° DIP BENDSTA. 59+5816" DIP WM16" 45° DIP BENDSTA. 59+3820" HDPE WM20" HDPE TO 16" DIPPOLY-CAM ADAPTERSTA. 59+11SS88088589089590090591091588088589089590090591091559+0060+0061+0062+0063+0064+0065+0066+0066+50907.3905.7906.4906.2 906.7 907.0 908.2 910.5 909.9 908.3 907.8 907.8 907.9 908.2 907.9 908.6 896.10896.21896.61897.68 898.54 899.25 899.80 899.93 900.00 900.00 900.00 900.00 900.00 900.00 900.01 900.0159+0060+0061+0062+0063+0064+0065+0066+0066+50SEE SANITARY SEWER REPLACEMENT NOTE ON RIGHTEXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINE30" RCP Class III16" 45° DIP BENDSTA. 59+58ELEV. 896.2116" DIP WM20" HDPE TO 16" DIPPOLY-CAM ADAPTERSTA. 59+11ELEV. 896.3216" 45° DIP BENDSTA. 59+38ELEV. 896.2120" HDPESTA. 62+00ELEV. 898.60XCEL ENERGY EASEMENT45Save: 2/6/2025 3:22 PM bmitchell Plot: 2/6/2025 4:05 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u02.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015RAW WATER MAIN PLAN AND PROFILESEE SHEET 44SEE SHEET 46PROTECT SANITARYSEWER MANHOLETRAILXCEL ENERGYEASEMENTCAUTIONEXISTINGHIGH-VOLTAGECAUTIONEXISTINGHIGH-VOLTAGE18" MIN.SAN 1410' UTILITYEASEMENTXCEL ENERGY EASEMENT (STA 60+00 TO 66+00)CONST. LIMITS (TYP.)GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRST 20PROTECT EXISTING30" RCP STORM SEWERNOTE:CONTRACTOR MAY UTILIZE XCEL EASEMENT FORSTAGING WHILE WORKING WITHIN THE EASEMENT AREASANITARY SEWER REPLACEMENT NOTEREPLACE 8" OR 9" VCP SANITARY SEWER WITH 8" PVC (SDR 26)TO 2' PAST WATER MAIN TRENCH WALLS, AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL MAINTAINEXISTING SANITARY SEWER FLOW DURING SANITARY SEWER PIPE REPLACEMENT. MAINTENANCE OFEXISTING SANITARY SEWER FLOW SHALL BE CONSIDERED INCIDENTAL.SEE SANITARY SEWER REPLACEMENT NOTE ON RIGHTPROTECT EXISTING30" RCP STORM SEWERCONTRACTOR SHALL SALVAGE EXISTING TOPSOIL IN OPEN CUT AREAS PRIOR TOINSTALLING WATER MAIN. SALVAGED TOPSOIL SHALL BE UTILIZED FORRESTORATION OF DISTURBED AREAS (INCIDENTAL TO WATER MAINCONSTRUCTION) PRIOR TO IMPORTING TOPSOIL. II I I I TVBMS>>>>>>>> > > > TV-BUR TV-BUR TV-BURTV-BURFOFOFO FO FO FO FO FO FO FO FO P-BUR P-BUR P-BUR G G G GP XCXCXCXCP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHS SB-7722672458360837083808390840000+6600+6700+6800+6900+7000+7100+7200+7300+7400+6600+6700+6800+6900+7000+7100+7200+7300+74S S910912914916 9 1 8 91291 2 9 1 2 914 914 9 1 4 91 6 91 6 916 910912 91212" DIP 12" DIP12" DIP 00+6600+6700+6800+6900+7000+7100+7200+7300+7416" X 6" DIP TEESTA. 69+0016" X 6" DIP TEESTA. 73+68S S S S885890895900905910915920925 88589089590090591091592092566+0067+0068+0069+0070+0071+0072+0073+0074+0074+50907.9908.6909.4910.7912.3913.5 914.3 914.5 914.4 913.1 912.3 911.3 910.6 911.4 912.0 912.7 912.7 911.0 900.01900.01901.40902.86904.32905.78 906.22 905.93 905.64 905.28 903.96 902.64 900.79 901.76 903.56 905.01 904.36 903.3466+0067+0068+0069+0070+0071+0072+0073+0074+0074+5016" DIP WMHYDRANT & GV ASSEMBLYSTA. 69+00ELEV. 906.80HYDRANT & GV ASSEMBLYSTA. 73+68ELEV. 905.188" VCP12" DIPEXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINE18" MINFIBER OPTICGAS LINEFIBER OPTICTV CABLEBURIED POWER16" DIP WM7.5' MIN COVER7.5' MIN COVERSTA. 66+50ELEV. 900.50STA. 70+50ELEV. 905.30STA. 71+87ELEV. 901.69STA. 72+07ELEV. 900.36STA. 72+27ELEV. 900.36STA. 72+47ELEV. 901.64STA. 73+40ELEV. 905.90SANITARY REPLACEMENTNOTE SEE SHEET 3716" BV VALVESTA. 73+63ELEV. 905.13XCEL ENERGY EASEMENT46Save: 2/6/2025 3:22 PM bmitchell Plot: 2/6/2025 4:05 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u02.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015INNSDALE AVENUE S RAW WATER MAIN PLAN AND PROFILESEE SHEET 47 SEE SHEET 45 PROPERTYLINE10' x 10' CONCRETE PAD10' x 10' CONCRETE PADXCEL ENERGYEASEMENTXCEL ENERGYEASEMENTCAUTIONEXISTINGHIGH-VOLTAGECAUTIONEXISTINGHIGH-VOLTAGEEXISTING R/W (TYP.)16" DIP WMSAN 15SAN 16XCEL ENERGY EASEMENT (STA 66+00 TO 74+50)CONST. LIMITS (TYP.)HYDRANT & GV ASSEMBLYSTA. 69+00HYDRANT & GV ASSEMBLYSTA. 73+68GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRNOTE:CONTRACTOR MAY UTILIZE XCEL EASEMENT FORSTAGING WHILE WORKING WITHIN THE EASEMENT AREASANITARY REPLACEMENTNOTE SEE SHEET 45CONTRACTOR SHALL SALVAGE EXISTING TOPSOIL IN OPEN CUT AREAS PRIOR TOINSTALLING WATER MAIN. SALVAGED TOPSOIL SHALL BE UTILIZED FORRESTORATION OF DISTURBED AREAS (INCIDENTAL TO WATER MAINCONSTRUCTION) PRIOR TO IMPORTING TOPSOIL.16" BVSTA 73+63 IIIIIIIIIIIIIIIIIMBBMMBTVMBMBMBBMTSMBTVMBMBSTTVMBSEMBMBSSTVPMBTTVMB>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOP-BURP-BURP-BURP-BURP-BURGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGP-BURTV-BURTV-BURP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHSSSSSS71277137714771577167717771877130714071507160718000+74 00+75 00+7600+7700+7800+7900+8000+8100+8200+8300+74 00+75 00+7600+7700+7800+7900+8000+8100+8200+83SSSSSS6" DIP6" DIP6" DIP00+74 00+75 00+7600+7700+7800+7900+8000+8100+8200+8316" 45° DIP BENDSTA. 74+9216" 45° DIP BENDSTA. 75+5016" DIP WM12" RCP Class VSSSSSSSS16" X 6" DIP TEESTA. 82+18SSSS88589089590090591091592088589089590090591091592074+0075+0076+0077+0078+0079+0080+0081+0082+0083+008" VCP8" VCP16" DIP WM912.7911.0910.2908.8907.6907.4 907.1 906.6 906.3 905.8 905.7 906.6 907.2 908.1 908.7 908.9 908.8 908.6 908.3 904.36903.34902.28900.98900.20899.43 898.65 897.88 897.17 896.73 896.70 897.24 897.88 898.55 899.13 899.53 899.53 899.29 898.7874+0075+0076+0077+0078+0079+0080+0081+0082+0083+0016" 45° DIP BENDSTA. 74+92ELEV. 902.5016" 45° DIP BENDSTA. 75+50ELEV. 900.986" DIPEXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINETV CABLEGAS LINEFIBER OPTICBURIED POWERTV CABLEGAS LINETV CABLEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICETV CABLEST-21STA = 78+84, 6.2' RTC=904.77INV=900.42 (W)12" RCP Class V7.5' MIN COVER16" DIP WMSTA. 77+90ELEV. 897.26STA. 78+80ELEV. 896.47STA. 81+34ELEV. 899.53HYDRANT & GV ASSEMBLYSTA. 82+18ELEV. 899.53EXISTINGWATER SERVICEIMPERIAL AVENUE S47Save: 2/6/2025 3:22 PM bmitchell Plot: 2/6/2025 4:05 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u02.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015IMPERIAL AVE CIRCLE SIMPERIAL AVENUE SRAW WATER MAIN PLAN AND PROFILESEE SHEET 48SEE SHEET 46REMOVE AND REPLACE CATCHBASIN AND PIPING AS NEEDEDXCEL ENERGYEASEMENTXCEL ENERGYEASEMENTEXISTING R/W (TYP.)CAUTIONEXISTINGHIGH-VOLTAGETRAIL 10' MIN.SAN 17SAN 18SAN 19SAN 20SAN 21ST 21ST 22ST 23HYDRANT & GV ASSEMBLYSTA 82+18SAN 22IMPERIAL AVE S (STA 74+50 TO 83+00)CONST. LIMITS (TYP.)GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCAUTIONEXISTINGHIGH-VOLTAGERAW WATER MAIN SHALL BE INSTALLED 18” BELOW EXISTING WATER ANDSEWER SERVICES. WATER SERVICES SHALL BE LOCATED ANDPROTECTED IN PLACE. SANITARY SEWER SERVICE REPAIR CONNECTIONSSHALL BE SUPPORTED BY A MINIMUM OF 2 LF OF UNDISTURBED SOIL.SANITARY SEWER SERVICE REPAIR WILL BE PAID BY EACH. III IIIIIIIIIIT SBMSSTVMBMBTVMBMBTTVMBMBTVMBBMMBTVMBMBSEMBXC >>>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >>>>>>>>>> TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BUR TV-BUR FOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFO FO FO FO GP-BUR P-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGP-BURP-BURP-BURGGGG G SSSS S ST81408154816881828196711771277137815381597120713000+8200+8300+8400+8500+8600+8700+88 00+8200+8300+8400+8500+8600+8700+88 SSSS S71ST STREET S8" DIP8" DIP00+8200+8300+8400+8500+8600+8700+88 IMPERIAL AVENUE S16" 45° DIP BENDSTA. 83+9816" 45° DIP BENDSTA. 86+8416" 45° DIP BENDSTA. 86+9216" DIP WM16" DIP WM12" RCP Class V15" RCP Class III16" 45° DIP BENDSTA. 83+57SSSS S S16" X 6" DIP TEESTA. 82+18SSS S885890895900905910915920 88589089590090591091592082+5083+0084+0085+0086+0087+0088+0089+0090+0091+0091+50EXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICESANITARY REPLACEMENTNOTE SEE SHEET 37908.6908.3907.8907.6906.4904.8 903.1 901.4 900.1 899.3 899.9 902.0 903.8 906.0 907.2 907.1 908.3 908.7 909.4 899.29898.78898.01896.83896.42895.10 893.44 891.77 890.10 889.20 890.70 892.19 893.69 895.18 896.65 898.02 898.64 898.78 898.9882+5083+0084+0085+0086+0087+0088+0089+0090+0091+0091+5016" 45° DIP BENDSTA. 83+57ELEV. 897.9016" 45° DIP BENDSTA. 83+98ELEV. 896.8316" 45° DIP BENDSTA. 86+84ELEV. 888.9716" 45° DIP BENDSTA. 86+92ELEV. 888.978" VCP12" VCPTOP OF 30" STEELCASING PIPESTA. 88+96ELEV. 895.53TOP OF 30" STEELCASING PIPESTA. 89+96ELEV. 898.477.5' MIN COVER8" DIP8" VCP8" VCP8" VCPFIBER OPTICTV CABLETV CABLEFIBER OPTICTV CABLEBURIED POWERFIBER OPTICST-27STA = 86+75, 6.0' LTC=899.41INV=895.58 (N)12" RCP Class VINV=895.58 (W)15" RCP Class III39 LF 12" RCP Class V @ 0.73%ST-28STA = 87+18, 5.4' RTC=898.79INV=895.86 (S)12" RCP Class VST-31STA = 90+06, 1.8' RTC=907.04INV=902.20 (W)21" RCP Class IIIINV=902.20 (SE)21" RCP Class III16" x 12" REDUCERSTA. 90+92ELEV. 898.9716" x 12" DIP TEESTA. 90+86ELEV. 898.9712" BVSTA. 90+96ELEV. 898.7616" DIP WM24" RCP Class III12" DIP WM8" DIP8" DIPSTA. 84+66ELEV. 896.25STA. 90+77ELEV. 898.9716" DIP WMSANITARY REPLACEMENTNOTE SEE SHEET 37SANITARY REPLACEMENTNOTE SEE SHEET 37TRENCHED 30" STEEL CASING PIPE (100 LF)AND 16" DIP CL 52 CARRIER PIPE88+9689+96IIIIIIIIIIIIIIIWELLHHSBMHHTELS41612 902.76 DCU 20" RCP E GECTRLT-BURT-BURXCXC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURT-BURT-BURT-BURSSSTSTB-5B-6FOFOFOFOFOFOFOFO8126814081548168 00+8800+8900+9000+9100+9200+8800+8900+9000+9100+92910908910 906 908 912904 91091 2 91490270TH STREET S (CSAH 22)00+8800+8900+9000+9100+9216" DIP WM21" RCP Class III21" RCP Class III16" X 12" DIP TEESTA. 90+8616"x12" REDUCERSTA. 90+9212" BVSTA. 90+96SSSS8" VCP48Save: 2/6/2025 4:49 PM bmitchell Plot: 2/6/2025 4:58 PM \\sp-pz1.sehinc.com\pzprojects1\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u02.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015RAW WATER MAIN PLAN AND PROFILESEE SHEET 47SEE SHEET 49 SEE SHEET 54NOTE:1.TIE IN TO WELL NO. 11 AT STATION 90+86MUST BE COORDINATED WITH CITY ANDENGINEER TO COORDINATE WELL SHUTDOWN2.WELL NO. 11 CANNOT BE SHUT DOWN FROMAPRIL 1 TO SEPTEMBER 30. CONTRACTORMUST COORDINATE FINAL CONNECTION TOEXISTING WATER AT WELL ACCORDINGLY.DATES MAY VARY BASED ON SEASONALWEATHER CONDITIONSSAN 22SAN 23ST 27WATER MAIN CASING NOTES:1.STEEL CASING WALL THICKNESS SHALL BEA MINIMUM OF 0.500 INCHES.2.CARRIER PIPE SHALL BE CONSTRAINEDWITHIN CASING PIPE UTILIZING SPACERS.3.CARRIER & CASING PIPES SHALL INCLUDECATHODIC PROTECTION AT BOTH ENDS.4.CASING PIPE SHALL BE SEALED AT BOTHENDS.5.SEE SHEET 84 FOR 70TH STREET S (CSAH22) DETOUR PLAN.6.CONTRACTOR HAS 14 DAYS TO REOPENCSAH 22 ONCE DETOUR IS SET UP.0feetscale30603015IDSEN AVENUE S IDSEN AVENUE SSEE RIGHTSEE LEFTSAN 24SAN 25SAN 26SAN 27SAN 28ST 28IDSEN AVENUE SST 26ST 25ST 24ST 31ST 30ST 32ST 2971ST STREET SWELL NO. 118168815471ST ST S & IDSEN AVE S (STA 83+00 TO 91+50)CONST. LIMITS (TYP.)CONST. LIMITS (TYP.)HYDRANT & GVASSEMBLYSTA 82+18GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR10' (MIN) SEPARATION FROMEXISTING 8" VCPSEE SANITARYREPLACEMENTNOTE SEE SHEET 45SEE SANITARYREPLACEMENTNOTE SEE SHEET 45SEE SANITARY REPLACEMENTNOTE SEE SHEET 458" DIP SPLASH PAD AT HIGHLAND PARK ENTRANCECONTRACTOR SHALL MAINTAIN PUBLIC ACCESS TO SPLASH PADAT HIGHLANDS PARK AT ALL TIMES. WORK RESTRICTING ACCESSSHALL BE COORDINATED WITH ENGINEER PRIOR TO WORK BEINGCOMPLETED.100 LF 30"STEEL CASING PIPERAW WATER MAIN SHALL BE INSTALLED 18” BELOW EXISTING WATER ANDSEWER SERVICES. WATER SERVICES SHALL BE LOCATED AND PROTECTED INPLACE. SANITARY SEWER SERVICE REPAIR CONNECTIONS SHALL BESUPPORTED BY A MINIMUM OF 2 LF OF UNDISTURBED SOIL. SANITARY SEWERSERVICE REPAIR WILL BE PAID BY EACH. IIIIIIIIIIIIIIIIIWELLMBMBTVTMBMBHHHHSBMTVTTTSSTVSHHHHHHSBMT-BURT-BUR>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SIITV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGP-BURIISSSSSS>>>>>>STSTSTSTSTRIM 911.32INVINVINVINVINVINVB-46950694369476953695800+9100+9200+9300+9400+9500+9600+9700+9800+9900+10000+9100+9200+9300+9400+9500+9600+9700+9800+9900+100STSSSSSS8" D IP 8" DIP00+9100+9200+9300+9400+9500+9600+9700+9800+9900+100ST12" 11.25° DIP BENDSTA. 92+7612" X 6" DIP TEESTA. 94+1612" 11.25° DIP BENDSTA. 94+5712" 11.25° DIP BENDSTA. 96+1412" 22.5° DIP BENDSTA. 97+4812" 45° DIP BENDSTA. 98+4612" 45° BENDSTA. 98+8412" 11.25° DIP BENDSTA. 98+7712" DIP WM30" RCP Class III12" RCP Class V30" RCP Class IIISSSSSSSSSSSS36" RCP36" RCP00 +1 32 . 2 9 +1 8" DIP8" DIP8" VCP89590090591091592092593093589590090591091592092593093591+0092+0093+0094+0095+0096+0097+0098+0099+00100+00SEE SANITARY REPLACEMENTNOTE SEE SHEET 45908.7909.4909.3909.1909.6909.9 910.0 910.0 910.4 910.6 911.3 911.2 911.5 911.9 912.4 914.1 915.4 917.3 919.5 898.78898.98899.18899.38899.62899.93 901.44 902.10 902.28 902.44 902.60 902.75 902.88 902.88 902.88 902.88 905.60 906.93 908.4491+0092+0093+0094+0095+0096+0097+0098+0099+00100+008" VCP8" VCPHYDRANT & GV ASSEMBLYSTA. 94+16ELEV. 901.9212" 11.25° DIP BENDSTA. 94+57ELEV. 902.1412" 22.5° DIP BENDSTA. 97+48ELEV. 902.8812" 45° DIP BENDSTA. 98+46ELEV. 902.8812" 45° DIP BENDSTA. 98+84ELEV. 905.1812" 22.5° DIP VERTICAL BENDSTA. 98+77ELEV. 902.8812" 11.25° DIP BENDSTA. 96+14ELEV. 902.6512" 11.25° BENDSTA. 92+76ELEV. 899.4812" DIP WM8" VCP36" RCP Class IIIEXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINE8" DIP12" RCP Class V8" DIPWATERTV CABLEGAS LINEFIBER OPTICEXISTINGWATER SERVICE8" VCPSANITARYSEWERST-35STA = 92+52, 4.3' RTC=908.87INV=903.70 (W)30" RCP Class IIIINV=903.70 (E)30" RCP Class III12" DIP WM7.5' MIN COVERSTA. 99+77ELEV. 907.65STA. 93+48.49ELEV. 899.8818" MIN18" MIN9159209159200+501+001+50ST-42STA = 99+50.32, 24.1' RTC=917.35DEPTH=5.62'INV=913.20 (SE)INV=911.83 (NE)INV=911.83 (SW)ST-41STA = 99+50.33, 32.3' RTC=917.42DEPTH=4.12'INV=913.40 (NW)12" RCP Class V@ 2.0%IDSEN AVE S49Save: 2/6/2025 3:22 PM bmitchell Plot: 2/6/2025 4:09 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u02.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015SEE SHEET 48 SE E S H E E T 50 SEE SHEET 54PROTECT EXISTING8" WATER MAINWETLAND AREAIDSEN AVENUE SWELL NO. 11REMOVE CATCHBASIN AND PIPING TOMANHOLE. PLUGMANHOLE OPENING.CONSTRUCT STORM SEWER MH 42OVER EXISTING 36" RCPSEE SHEET 10 DETAIL STM-15 FORHIGH CAPACITY CATCH BASINREMOVE AND REPLACE CATCHBASIN AND PIPING AS NEEDEDHIGHLANDSPARKHIGHLANDSPARKSEE SHEET 54 FOR VALVE,REDUCER, AND TEE DETAILS12" DIP WMEXISTING R/W (TYP.)10' MIN.SAN 28SAN 29SAN 30SAN 31SAN 32SAN 33ST 33ST 34ST 35ST 36ST 37ST 39ST 40ST 41ST 42 SPLASH PAD AT HIGHLAND PARK ENTRANCECONTRACTOR SHALL MAINTAIN PUBLIC ACCESS TO SPLASH PADAT HIGHLANDS PARK AT ALL TIMES. WORK RESTRICTING ACCESSSHALL BE COORDINATED WITH ENGINEER PRIOR TO WORK BEINGCOMPLETED.ST 38IDSEN AVE S (STA 91+50 TO 100+00)CONST. LIMITS (TYP.)HYDRANT & GV ASSEMBLYSTA 94+16GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRSEE SANITARY REPLACEMENTNOTE SEE SHEET 45SEE SANITARY REPLACEMENTNOTE SEE SHEET 45REMOVE AND REPLACEHYDRANT & GVASSEMBLY TO TEE ASDIRECTEDPROTECT EXISTING8" DIP WATER MAINPROTECT EXISTING8" DIP WATER MAINRAW WATER MAIN SHALL BE INSTALLED 18” BELOW EXISTING WATER AND SEWERSERVICES. WATER SERVICES SHALL BE LOCATED AND PROTECTED IN PLACE. SANITARYSEWER SERVICE REPAIR CONNECTIONS SHALL BE SUPPORTED BY A MINIMUM OF 2 LF OFUNDISTURBED SOIL. SANITARY SEWER SERVICE REPAIR WILL BE PAID BY EACH. IIIIMBTTVMBSMBTVTMBTVTSTVTEBMHHTTVMBMBTVTMBMBMBTTVMBTTVHHHHEETVTHHS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIITV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURSSSSTST685769506885690968846910691869266919692769356939694369476953693469386944695800+9900+10000+10100+10200+10300+10400+10500+10600+9900+10000+10100+10200+10300+10400+10500+10612" DIP WMST12" RCP Class V12" X 6" DIP TEESTA = 105+4012" RCP Class V36" RCP00+9900+10000+10100+10200+10300+10400+10500+10612" 11.25° DIP BENDSTA. = 107+3512" 11.25° DIP BENDSTA = 105+6890591091592092593093594090591091592092593093594012" X 6" DIP TEESTA. 105+40ELEV. 928.16STA. 102+27ELEV. 916.43STA. 104+80ELEV. 925.87STA. 99+77ELEV. 907.69915.4917.3919.5921.1923.0 924.8 926.6 928.7 930.9 932.6 934.6 936.4 938.4 940.1 942.3 944.1 905.60906.93908.44910.15911.85 913.56 915.38 917.29 919.20 921.05 922.89 924.77 926.65 928.59 930.65 932.4299+00100+00101+00102+00103+00104+00105+00106+00106+50TV CABLEEXISTING 6"HYDRANTBRANCHEXISTINGWATER SERVICE8" DIP8" VCP7.5' MIN COVEREXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINETV CABLETV CABLETV CABLEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEST-45STA = 103+65, 3.5' RTC=932.59INV=928.23 (SE)12" RCP Class V12" DIP WM12" 11.25° DIP BENDSTA. 105+68ELEV. 929.41IDSEN AVE S50Save: 2/6/2025 3:27 PM bmitchell Plot: 2/6/2025 4:11 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u03.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015IDSEN AVE SSEE SHEET 49 SEE SHEET 51PROTECT EXISTING8" WATER MAINREMOVE AND REPLACECATCH BASIN ANDPIPING AS DIRECTEDEXISTING R/W (TYP.)SAN 34SAN 35ST 43ST 44ST 45ST 46ST 41ST 42CONSTRUCT STORM SEWER MH 42OVER EXISTING 36" RCPSEE SHEET 10 DETAIL STM-15 FORHIGH CAPACITY CATCH BASINIDSEN AVE S (STA 100+00 TO 106+00)HYDRANT & GV ASSEMBLYSTA 105+40CONST. LIMITS (TYP.)GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRREMOVE AND REPLACEHYDRANT & GVASSEMBLY TO TEE ASDIRECTEDSEE SHEET 49 FORCROSSING PROFILERAW WATER MAIN SHALL BE INSTALLED 18” BELOW EXISTING WATER AND SEWER SERVICES. WATER SERVICES SHALLBE LOCATED AND PROTECTED IN PLACE. SANITARY SEWER SERVICE REPAIR CONNECTIONS SHALL BE SUPPORTED BYA MINIMUM OF 2 LF OF UNDISTURBED SOIL. SANITARY SEWER SERVICE REPAIR WILL BE PAID BY EACH. IITVTHHSETVTHHTTVESBMMBSTVTMBMBTVTMBMBMBTTVSMBMBTTVMBTVTEHH>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>II>>IIIIIIIIIIIIITV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURSSSSSTSTSTB-3B-176857680768296799677167436715668766626688671667446772680068286856688400+10600+10700+10800+10900+11000+11100+11200+11300+10600+10700+10800+10900+11000+11100+11200+11315" RCP Class V12" DIP WM12" 11.25° DIP BENDSTA = 109+4012" 11.25° DIP BENDSTA = 108+6312" 11.25° DIP BENDSTA = 112+9700+10600+10700+10800+10900+11000+11100+11200+11312" 11.25° DIP BENDSTA. = 107+3512" 11.25° DIP BENDSTA = 105+6893093594094595095596096593093594094595095596096512" 11.25° DIP BENDSTA. 109+40ELEV. 938.6712" 11.25° DIP BENDSTA. 108+63ELEV. 936.8612" 11.25° DIP BENDSTA. 112+97ELEV. 955.5812" 11.25° DIP BENDSTA. 107+35ELEV. 935.19STA. 108+35ELEV. 936.67STA. 109+12ELEV. 936.86STA. 111+44ELEV. 948.06STA. 112+74ELEV. 954.60942.3944.1945.2945.5946.2 946.2 947.1 948.2 950.7 953.6 955.9 958.4 960.8 962.6 964.6 930.65932.42934.18935.42936.18 936.77 936.86 939.24 941.50 943.77 946.07 948.44 950.85 953.41 955.71106+00107+00108+00109+00110+00111+00112+00113+008" VCP12" DIP WM24" DIP7.5' MIN COVEREXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINETV CABLETV CABLEBURIED POWERGAS LINETV CABLEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTING 6"HYDRANT BRANCHST-49STA = 108+20, 2.5' RTC=946.05INV=941.55 (S)12" HDPEST-48STA = 108+10, 3.4' RTC=945.53INV=941.35 (E)15" RCP Class VINV=941.45 (N)12" HDPE8" DIPIDSEN AVE S51Save: 2/6/2025 3:27 PM bmitchell Plot: 2/6/2025 4:11 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u03.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015IDSEN AVE S68TH ST S SEE SHEET 50 SEE SHEET 52PROTECT EXISTING8" WATER MAIN12" C900REMOVE AND REPLACECATCH BASIN ANDPIPING AS NEEDEDPROTECT EXISTING24" WATER MAINPROTECT EXISTING24" WATER MAIN12" C900ROW (TYP.)SAN 36SAN 37SAN 38SAN 39ST 47ST 48ST 49ST 50ST 51ST 52ST 53ST 54ST 55IDSEN AVE S (STA 106+00 TO 112+50)CONST. LIMITS (TYP.)GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRREMOVE AND REPLACEHYDRANT & GVASSEMBLY TO TEE ASDIRECTED24" DIP WM (CROSSING UNDER EXISTING 24" DIP WATER MAIN)RAW WATER MAIN SHALL BE INSTALLED 18” BELOW EXISTING WATER AND SEWERSERVICES. WATER SERVICES SHALL BE LOCATED AND PROTECTED IN PLACE. SANITARYSEWER SERVICE REPAIR CONNECTIONS SHALL BE SUPPORTED BY A MINIMUM OF 2 LFOF UNDISTURBED SOIL. SANITARY SEWER SERVICE REPAIR WILL BE PAID BY EACH. IIIIIIIIIIHHBMSBMTTVHHTTTVTHHSMBMBTVTMBMBTVTEEMBMBT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIITV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURHH>>>>SSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ST>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>STRIM 978.50INVINVINVINVINVINVRIM 978.41INVINVINVINVINVINVRIM 977.98INVINVINVINVINVINVB-2HH6604649106715668766616631657565476548657666326662668800+11200+11300+11400+11500+11600+11700+11200+11300+11400+11500+11600+11712" DIP24" RCP Class III16" 45° DIP BENDSTA = 117+3616"x12" REDUCERSTA = 117+2112" BVSTA = 117+1512" 45° DIP BENDSTA = 117+0812" 11.25° DIP BENDSTA = 112+9712" 11.25° DIP BENDSTA = 114+2300+11200+11300+11400+11500+11600+11794595095596096597097598094595095596096597097598016" 45° DIP BENDSTA. 117+36ELEV. 970.5016" x 12" REDUCERSTA. 117+21ELEV. 970.0512" BVSTA. 117+15ELEV. 969.6512" 45° DIP BENDSTA. 117+08ELEV. 969.43CONNECT TO EXISTING16" WATER MAINSTA. 117+41ELEV. 970.5012" 11.25° DIP BENDSTA. 114+23ELEV. 960.28STA. 114+59ELEV. 961.29STA. 115+55ELEV. 964.92STA. 112+74ELEV. 954.6012" 11.25° DIP BENDSTA. 112+97ELEV. 955.58STA. 116+75ELEV. 967.18960.8962.6964.6966.4 968.1 970.2 972.4 974.2 975.9 976.8 977.3 977.6 950.85953.41955.71957.58 959.50 961.05 962.97 964.76 965.77 966.71 968.88 970.50 970.63 970.76 970.89112+00113+00114+00115+00116+00117+00118+00119+008" DIP8" VCP12" DIP WM7.5' MIN COVEREXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINETV CABLETV CABLETV CABLEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEEXISTINGWATER SERVICEST-58STA = 113+54, 2.7' LTC=966.38INV=959.62 (E)24" RCP Class IIIEXISTINGHYDRANTLEAD24" RCP Class III18" MINIDSEN AVE S52Save: 2/6/2025 3:27 PM bmitchell Plot: 2/6/2025 4:11 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u03.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale3060301565TH ST SIDSEN AVE SINSTALL PERMANENT 8"PLUG ON THE WEST SIDE OFTHE EXISTING 8" x 8" TEE.SEE SHEET 51 16" SOLID SLEEVE CONNECT TOEXISTING 16" RAW WATER MAINREMOVE VALVE AND VALVE BOX(INCIDENTAL TO WATER MAIN REMOVAL)PROTECT EXISTING8" WATER MAINEXISTING R/W (TYP.)SAN 39SAN 40SAN 41ST 56ST 57ST 58ST 59ST 60ST 61ST 62ST 63ST 64ST 65ST 66ST 67ST 68ST 72ST 73ST 74ST 75ST 76ST 77NOTE:1.CONTRACTOR HAS 10 DAYS TOREOPEN 65TH STREET SOUTH ONCEDETOUR IS SETUP.2.SEE SHEET 85 FOR 65TH STREETSOUTH DETOUR PLAN.ST 69ST 70ST 71IDSEN AVE S (STA 112+50 TO 117+41)CONST. LIMITS (TYP.)16" DIP (RAW WATER)6" DIP WMGENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRREMOVE AND REPLACEHYDRANT & GVASSEMBLY TO TEE ASDIRECTEDREMOVE AND REPLACEHYDRANT & GVASSEMBLY TO TEE ASDIRECTEDSEE SHEET 68 FOR LIGHTINGAND IRRIGATION AS-BUILTS FOR65TH STREETRAW WATER MAIN SHALL BE INSTALLED 18” BELOW EXISTING WATER AND SEWER SERVICES.WATER SERVICES SHALL BE LOCATED AND PROTECTED IN PLACE. SANITARY SEWER SERVICEREPAIR CONNECTIONS SHALL BE SUPPORTED BY A MINIMUM OF 2 LF OF UNDISTURBED SOIL.SANITARY SEWER SERVICE REPAIR WILL BE PAID BY EACH. IIIIIIIIIIIIIIIIIIIIIIWELLBMSSMBSSSTTELTPHHSSBM>>>>>>>>>>>>>>>> >> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSTSTST>>>>>>>>S>>>>SIFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURSSSSSSSTST>>B-1631580016201624062566262627062886298799900+13500+13600+13700+13800+13994.53+13912" DIP WM97097097597597598098098096796 7968 968969 969971 9 7 1972973974976976976977977977978978978979979979981981981982983984 16"x12" REDUCERSTA = 134+5412" BVSTA = 134+6016" 45° DIP BENDSTA = 134+48CONNECT TO EXISTINGWATER MAIN12" 22.5° DIP BENDSTA = 134+7112" 22.5° DIP BENDSTA = 135+3712" 22.5° DIP BENDSTA = 136+2812" 11.25° DIP BENDSTA = 139+5412" BVSTA = 139+9112" X 6" DIP TEESTA = 134+8094.53+13900+13500+13600+13700+13800+13995596096597097598098599095596096597097598098599015" RCP Class III18" RCP Class VFIBER OPTICFIBER OPTIC16" 45° DIP BENDSTA. 134+48ELEV. 974.9116" x 12" REDUCERSTA. 134+54ELEV. 974.9112" BVSTA. 134+60ELEV. 974.7012" X 6" DIP TEESTA. 134+80ELEV. 974.5912" 22.5° DIP BENDSTA. 134+72ELEV. 974.7012" 22.5° DIP BENDSTA. 135+37ELEV. 973.9012" 22.5° DIP BENDSTA. 136+28ELEV. 973.7112" 11.25° DIP BENDSTA. 139+54ELEV. 959.8012" BVSTA. 139+91ELEV. 959.80CONNECT TO EXISTING12" x 12" CROSSSTA. 139+95ELEV. 959.80STA. 137+36ELEV. 966.79STA. 137+51ELEV. 966.79984.3983.3981.6981.4 980.1 976.8 974.9 972.9 971.5 968.7 968.1 974.78974.91974.35973.90973.78 972.29 969.09 966.79 965.10 963.38 961.66 959.94134+00135+00136+00137+00138+00139+00140+00141+007.5' MIN COVEREXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINE18" MIN18" MINIDEAL AVE S53Save: 2/6/2025 3:27 PM bmitchell Plot: 2/6/2025 4:11 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u03.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.RAW WATER MAIN PLAN AND PROFILEHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015IDEAL AVE S63RD ST S REMOVE 12" PLUG ANDCONNECT TO EXISTING12" x 12" CROSSINSTALL PERMANENT 6"PLUG ON THE NORTH SIDEOF EXISTING 12" x 6" TEEWETLAND AREAREMOVE VALVE AND VALVE BOX(INCIDENTAL TO WATER MAIN REMOVAL)WELL NO. 1216" DIP WM12" DIP WM12" DIP WMSUNNY HILLPARKPROPERTY LINEEXISTING R/W (TYP.)SIDEWALKSAN 42SAN 44SAN 45SAN 46SAN 47SAN 48SAN 49ST 78ST 79ST 80ST 81ST 82ST 83ST 84ST 85ST 86ST 87ST 88ST 89ST 90ST 91ST 92SAN 43GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IFLESS THAN 7.5' OF COVER OVERPROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARYTO MAINTAIN ALIGNMENT. DO NOTDEFLECT JOINTS GREATER THANMANUFACTURER'SRECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DEPTH OF EXISTINGWATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONSARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATHAREAS DESIGNATED FORRECONSTRUCTION FOR ACCESSDURING CONSTRUCTION (SEEREMOVAL/PAVING PLAN)6.TIE IN TO WELL NO. 12 AT STATION139+95 MUST BE COORDINATED WITHCITY AND ENGINEER TO COORDINATEWELL SHUT DOWN7.WELL NO. 12 CAN BE TIED INTO ANYTIMEIDEAL AVE S (STA 134+48 TO 139+90)CONST. LIMITS (TYP.)HYDRANT & GVASSEMBLYSTA 134+80Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRPROTECT EXISTINGRCP STORM SEWER (TYP.)CONTRACTOR SHALL SALVAGE EXISTING TOPSOIL IN OPEN CUT AREAS PRIOR TOINSTALLING WATER MAIN. SALVAGED TOPSOIL SHALL BE UTILIZED FORRESTORATION OF DISTURBED AREAS (INCIDENTAL TO WATER MAINCONSTRUCTION) PRIOR TO IMPORTING TOPSOIL. IIIIIIIIIIWELLG>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURFO FO FO FO FO FO FO FO FO FO GGGG16" X 12" DIP TEESTA = 200+5600+20100+20012" X 12" DIP TEESTA = 200+0012" BVSTA = 200+0612" SOLID SLEEVE12" SOLID SLEEVE00+91 12" BUTTERFLY VALVESTA = 90+9616" X 12" DIP REDUCERSTA = 90+91890895900905910915920925890895900905910915920925910.3 908.8 898.76 898.76199+50200+00201+008" DIP8" VCPFIBER OPTIC12" DIP CL52 RESTRAINED JOINT PIPE200+56200+00WELL NO. 11 CONNECTION54Save: 2/6/2025 3:27 PM bmitchell Plot: 2/6/2025 4:12 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\CG179132u03.dwg 88 COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale102010512" DIP WMIDSEN AVE S70TH ST SEXISTING GRADE ATPROPOSED RAW WATERMAIN CENTERLINE7.5' MIN. COVERRAW WATER MAIN PLAN AND PROFILESEE SHEET 48SEE SHEET 48WELL NO. 1112"x12" DIP TEESTA. 200+00ELEV. 898.7412" BVSTA. 200+06ELEV. 898.7416"x12" DIP TEESTA. 200+56ELEV. 898.74HIGHLANDSPARKHIGHLANDSPARK18" MIN18" MINEXISTING R/W (TYP.)GENERAL CONSTRUCTION NOTES:1.INSULATION SHALL BE INSTALLED IF LESS THAN 7.5' OFCOVER OVER PROPOSED RAW WATER MAIN2.DEFLECT PIPE JOINTS AS NECESSARY TO MAINTAINALIGNMENT. DO NOT DEFLECT JOINTS GREATER THANMANUFACTURER'S RECOMMENDATIONS3.CONTRACTOR SHALL FIELD VERIFY LOCATIONS ANDDEPTH OF EXISTING WATER MAINS, SEWERS, UTILITIES,AND SERVICES PRIOR TO LAYING PIPE4.PROPOSED WATER MAIN ELEVATIONS ARE TO TOP OF PIPE5.CONTRACTOR MAY USE BIKE PATH AREAS DESIGNATEDFOR RECONSTRUCTION FOR ACCESS DURINGCONSTRUCTION (SEE REMOVAL/PAVING PLAN)6.TIE IN TO WELL NO. 11 AT STATION 90+86 MUST BECOORDINATED WITH CITY AND ENGINEER TO COORDINATEWELL SHUT DOWN7.WELL NO. 11 CANNOT BE SHUT DOWN FROM APRIL 1 TOSEPTEMBER 30. CONTRACTOR MUST COORDINATE FINALCONNECTION TO EXISTING WATER MAIN AT WELLACCORDINGLY. DATES MAY VARY BASED ON SEASONALWEATHER CONDITIONS.8.THE WATER MAIN CONNECTION AT WELL 11 (INCLUDINGBOTH 12" SLEEVES) SHALL BE CONSIDERED ONE (1)"CONNECT TO EXISTING WATER MAIN" FOR PAYMENT.WELL NO. 11 CONNECTION (STA 200+00 TO 200+56)CONST. LIMITS (TYP.)Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR70TH ST SPROTECT EXISTING 8" DIPWATER MAINSEE SANITARY REPLACEMENTNOTE SEE SHEET 4512" DIP WM 16" DIP WM 12" DIP WM 8" DIP WM 12" DIP WM 8" VCP SAN FOFOFOFOFO FOFOFOFOFOP-BURP-BURFOFOFOGG>>>>>>>IIIIFOFOFOFOFO FOFOFOFOFOP-BURP-BURFOFOFOGG>>>>>>>III87268694IIIIIIIIIIIIIII I I I IIIIIIIIIIIIIIISHHI>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12" DIP30" DIPTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BUR P-BURP-BURP-BURP-BUR P-BURP-BURSRIM 873.93INVINVINVINVINVINVHHHHSRIM 863.82INVINVINVINVINVINVFOFOFOFOFO FOFOFOFOFOP-BURP-BURFOFOFOGG>>>>>>>IIISS>>>>STRIM 897.78INVINVINVINVINVINVRIM 871.56INVINVINVINVINVINVSTRIM 870.09INVINVINVINVINVINV>>>>>>>>>>>B-12B-13B-16B-12AB-13A10.28+500+600+700+800+900+10 00+11 00+12 00+13 00+14 00+15895895900900905910910892893893894894 896896897897898898899899901901902903904906907908 908909 9098708 7 5880885890 895900900 871872 8 7 3 8 7 4876877878879881882883884886887888889891 892 893 894 896897897898898899899901901 855 860 8 6 5 870 875 880 885 890 895 895 900 900 854 856 857 858 859 861 862 863 864 86 6 867 868 869 871 872 873 874 876877 878879 881 882 883 884 886 887 888 889 891 892 893 894 896 896 897 897 898 898 899 899 901 901 902 902 903 903 860865870875880856856 857858859861862863864866867868869871872873874876877878879881882 883 880878878878879879 8798818828838608658708 7 5 86186286386486686786886987187287387486587087588086386486686786886987187287387487687787887988187787610.28+500+600+700+800+900+10 00+11 00+12 00+13 00+14 00+15SILT FENCESTORM DRAIN INLETPROTECTIONLEGENDSEDIMENT CONTROL LOGHYDRO SEED & MULCHWOOD FIBER BLANKET AS DIRECTEDSNOW FENCESFCONSTRUCTION LIMITS55Save: 2/3/2025 4:28 PM bmitchell Plot: 2/6/2025 4:12 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132 EROSION CONTROL 1.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.EROSION CONTROL & RESTORATIONHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015ROW (TYP.)80TH STREET SCOTTAGE GROVEFIRE STATION 2CONST. LIMITS (TYP.)PINE TREEVALLEY PARKN & S OF 80TH ST. S (STA 5+00 TO 15+00)RAW WATER MAIN ALIGNMENTPINE TREEPOND PARKSEE SHEET 56BIKE TRAILBIKE TRAILCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITSCONSTRUCTION ACCESS ONLY - NO STAGING IN FIRE STATION PARKING LOT XCXCXWD08694788478947797780578737885781478327840>> >> >> >> >> >> >>SSSXCXCXWD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STSTTV-BURTV-BUR>>>>>SSSSSB-11B-14B-1500+15 00+16 00+1700+1800+1900+2000+2100+2200+2300+24860 867866 868862863864865861862863 864865866867868869870871 872873874875 876 877 87 9879 880881881 880 87 9 87 8 8 7 7 8 7 6875876877878875874873872 8 7 1 8 7 0 8 6 9 8 6 8 8678668658658 6 5 8 6 6 8 6 7 87787687587487387287187086986586686786886987000+15 00+16 00+1700+1800+1900+2000+2100+2200+2300+24SILT FENCESTORM DRAIN INLETPROTECTIONLEGENDSEDIMENT CONTROL LOGHYDRO SEED & MULCHWOOD FIBER BLANKET AS DIRECTEDSNOW FENCESFCONSTRUCTION LIMITS56Save: 2/3/2025 4:28 PM bmitchell Plot: 2/6/2025 4:12 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132 EROSION CONTROL 1.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.EROSION CONTROL & RESTORATIONHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015IRISH AVENUE SSEE SHEET 57ROW (TYP.)CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 15+00 TO 24+00)PINE TREEVALLEY PARKTRAIL TO ISLETON AVE S. RAW WATER MAIN ALIGNMENTSEE SHEET 55 SEE SHEET 57BIKE TRAILCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITS XCXCXCXWD0777377817789779778057813782178850781478327840785478767888>>>>>>>>>>>>>>SSSSXCXCXCXWD> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STSTTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURSS SSB-1100+1800+1900+2000+2100+2200+2300+2400+2500+2600+2700+28863864865866867868869870871872873874875876877879879880 881881880 87987887787687587687787887587487387287187086986886786686586586586686786886786686587787687587487387287187086986586686786886987087087187287387487787587487387287187000+1800+1900+2000+2100+2200+2300+2400+2500+2600+2700+28SILT FENCESTORM DRAIN INLETPROTECTIONLEGENDSEDIMENT CONTROL LOGHYDRO SEED & MULCHWOOD FIBER BLANKET AS DIRECTEDSNOW FENCESFCONSTRUCTION LIMITS57Save: 2/3/2025 4:28 PM bmitchell Plot: 2/6/2025 4:12 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132 EROSION CONTROL 1.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.EROSION CONTROL & RESTORATIONHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015ISLETON AVENUE SROW (TYP.)CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 18+00 TO 27+00)TRAIL TO IRISH AVE S.PINE TREE VALLEY PARKI R I S H A V E S .RAW WATER MAIN ALIGNMENTBIKE TRAILSEE SHEET 56 SEE SHEET 57 CONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITSBIKE TRAILSEE SHEET 56 XWDXCXCXC7593759776057665767976937707772376067706IIIISSXWDXCXCXC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURSSSSS>>>>>> >>>>ST00+2600+2700+2800+2900+3000+3100+3200+3300+3400+35877875874873872871870870871872873874875878877876875874872875876877878879880881882883884885886887888889890891885 890 884 886 887 888 889 00+2600+2700+2800+2900+3000+3100+3200+3300+3400+35SILT FENCESTORM DRAIN INLETPROTECTIONLEGENDSEDIMENT CONTROL LOGHYDRO SEED & MULCHWOOD FIBER BLANKET AS DIRECTEDSNOW FENCESFCONSTRUCTION LIMITS58Save: 2/3/2025 4:28 PM bmitchell Plot: 2/6/2025 4:12 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132 EROSION CONTROL 1.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.EROSION CONTROL & RESTORATIONHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015IRISH AVENUE SROW (TYP.)CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 27+00 TO 34+00)PINE TREE VALLEY PARKRAW WATER MAIN ALIGNMENTBIKE TRAILSEE SHEET 57 SEE SHEET 59 CONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITS SILT FENCESTORM DRAIN INLETPROTECTIONLEGENDSEDIMENT CONTROL LOGHYDRO SEED & MULCHWOOD FIBER BLANKET AS DIRECTEDSNOW FENCESFCONSTRUCTION LIMITS© 2024 Microsoft Corporation © 2024 Maxar © 885886887888889890891885 890890884886887887888888889889891891895900892893894896897898899901902903904891892893890906905 905904903895900891892893894896897898899901885890895900886887888889891892893894896897898899901902885890883884886887888889895900896897898899901902903904905IIII IIIII>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >>STSTST>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURB-1000+3400+3500+3600+3700+3800+3900+4000+4100+420 0 + 4 3 0 0 + 4 47464745674487 4 4 0 7 4 3 2 7 4 2 47360754875447534750074887480 7597747259Save: 2/3/2025 4:27 PM bmitchell Plot: 2/6/2025 4:13 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132 EROSION CONTROL 2.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.EROSION CONTROL & RESTORATIONHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015IRVIN AVENUE SROW (TYP.)CONST. LIMITS (TYP.)PINE TREE VALLEY PARK (STA 34+00 TO 44+00)PINE TREEVALLEY PARKRAW WATER MAIN ALIGNMENTBIKE TRA ILPROTECT SMALL PINESAS DIRECTEDSEE SHEET 58 SEE SHEET 60CONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 885890886887888889891 884885 890890886887888889 891891885890890895891892893894896897898895891892893894896897895 894 894896 897 89 5 900 896 897898 899 901 901898890> > > > > > > > > > >>>>>>>>>>>>>>STB-900+4400+4500+4600+4700+4800+4900+5000+517533742474167417© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF894895900896897898899 9009009059019019019029039049059059029029039039049049059069 0 6 9 0 7 9 0 7 90 3 904904 906 905 904903904904 904903902905904904 9049039 0 5 90 6 906 9 0 5 90490 3 905906907907IIIII42523 TTVS42653 901.29 DCU 24" CMP FE C B 42654899.80DCU 24" CMP E XWD>>>>>>>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURFOFOFOFOGGGGSRIM 903.49INVINVINVINVINVINVBMSSS>>>>>>>>>>>>>>STRIM 903.94INVINVINVINVINVINVB-18B-1900+5100+5200+5300+5400+5500+5600+5700+5800+598532 851685958599 8450 SILT FENCESTORM DRAIN INLETPROTECTIONLEGENDSEDIMENT CONTROL LOGHYDRO SEED & MULCHWOOD FIBER BLANKET AS DIRECTEDSNOW FENCESFCONSTRUCTION LIMITS60Save: 2/3/2025 4:27 PM bmitchell Plot: 2/6/2025 4:13 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132 EROSION CONTROL 2.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.EROSION CONTROL & RESTORATION4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale30603015INDIAN BOULEVARD S SEE BELOWSEE ABOVE SEE SHEET 61 SEE SHEET 59 HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTAROW (TYP.)ROW (TYP.)CONST. LIMITS (TYP.)CONST. LIMITS (TYP.)PINE TREE VALLEY PARKPINE TREE VALLEY PARK (STA 44+00 TO 59+00)PINE TREEVALLEY PARKRAW WATER MAIN ALIGNMENTRAW WATER MAIN ALIGNMENTBIKE TRAILPINE TREEVALLEY PARKBIKE TRAILCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITS 42544908.37BLD B42545908.17BLD EXCXCXCXCXCXCXCXWDXCXCXCXCXCXCXC8532851683808390840084108420843084408450IIITTVXWD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOGGGGXCXCXCXCXCXCXCS00+5800+5900+6000+6100+6200+6300+6400+6500+6600+67905906907906906907907908909 91 0 9 0 9 911 91291090 7 90 8909911912 9089089099 0 8 907 9089 0 7 909 907 906 00+5800+5900+6000+6100+6200+6300+6400+6500+6600+67XCXCP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURXCXC7226724572638360837083807203III I I I SSTVTVBMS>>>>>>>>>>> > > > TV-BUR TV-BUR TV-BURTV-BURFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO P-BURP-BURP-BURP-BURGGP-BUR P-BUR P-BUR P-BUR G G G G XCXCP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHS SSSB-700+6700+6800+6900+7000+7100+7200+7300+7400+7500+76 910915909911912913914916 91591391 4916917 915913 914916912912913913911910911915914913 912 91191191091091100+6700+6800+6900+7000+7100+7200+7300+7400+7500+76 SILT FENCESTORM DRAIN INLETPROTECTIONLEGENDSEDIMENT CONTROL LOGHYDRO SEED & MULCHWOOD FIBER BLANKET AS DIRECTEDSNOW FENCESFCONSTRUCTION LIMITSXCEL ENERGY EASEMENT61Save: 2/3/2025 4:28 PM bmitchell Plot: 2/6/2025 4:14 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132 EROSION CONTROL 1.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.EROSION CONTROL & RESTORATIONHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale30603015INNSDALE AVENUE S SEE BELOW SEE ABOVE SEE SHEET 62 SEE SHEET 60 XCEL EASEMENTROW (TYP.)ROW (TYP.)CONST. LIMITS (TYP.)CONST. LIMITS (TYP.)XCEL ENERGY EASEMENT (STA 59+00 TO 76+00)IMP E R I A L A V E N U E S ROW (TYP.)RAW WATER MAIN ALIGNMENTRAW WATER MAIN ALIGNMENTPROTECT CMPCULVERT10' PERMANENTUTILITY EASEMENT 711771277137714771577167717771878159 71207130714071507160716271787180IIIIIIIIIIIIIIIIIIII>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGGGGGGGGGGGGP-BURTV-BURTV-BURP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH00+7600+7700+7800+7900+8000+8100+8200+8300+84 00+8500+7600+7700+7800+7900+8000+8100+8200+8300+84 00+85814081548168 8159 IIIIIIIIIIIIIIIIIIIIIIIIWELL41612 902.76 DCU 20" RCP E T-BURT-BURXCXCXC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURGGT-BURT-BURT-BUR>>>>B-5B-6FOFOFOFO00+86 00+8700+8800+8900+9000+9100+9200+9300+86 00+8700+8800+8900+9000+9100+9200+93SILT FENCESTORM DRAIN INLETPROTECTIONLEGENDSEDIMENT CONTROL LOGHYDRO SEED & MULCHWOOD FIBER BLANKET AS DIRECTEDSNOW FENCESFCONSTRUCTION LIMITSIMPERIAL AVE S & 71ST STREET S62Save: 2/3/2025 4:27 PM bmitchell Plot: 2/6/2025 4:15 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132 EROSION CONTROL 3.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.EROSION CONTROL & RESTORATION(STA 76+00 TO 93+00)HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale30603015IMPERIAL AVENUE CIR S 71st STREET S 70th STREET S (CSAH 22)IDSEN AVENUE SSTORM DRAIN INLETPROTECTION (TYP.)WETLANDBOUNDARY (TYP.)STORM DRAIN INLETPROTECTION (TYP.)SEE BELOW SEE ABOVE SEE SHEET 63 SEE SHEET 61PROPOSED RAW WATERMAIN ALIGNMENTCONST. LIMITS (TYP.)CONST. LIMITS (TYP.)ROW (TYP.)ROW (TYP.)XCEL ENERGY EASEMENT71ST STREET S & IDSEN AVE S71ST STREET SPROPOSED RAW WATERMAIN ALIGNMENTCAUTIONEXISTINGOVERHEAD POWERCAUTIONEXISTINGOVERHEAD POWER 695069436947695369446958IIIIIIIIIIIIIIIMBMBTVTMBMBMBTTVHHEETVTHHSBMTVTTTSSTVSHHHH>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SIITV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGP-BURP-BURIISSSSS>>>>>>STSTSTSTSTRIM 911.32INVINVINVINVINVINVB-400+9300+9400+9500+9600+9700+9800+9900+10000+10100+9300+9400+9500+9600+9700+9800+9900+10000+101685768076829688569096799677268006828685668846910691869266919692769356939693469386944IIITTVESBMMBSMBTTVSMBMBTTVMBSMBTVTMBTVTSTVTEBMHHTTVTVTEHHMBTTVMBTTVHH>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>II>>IIIIIIIIIIIIITV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURSSSSSSTSTSTSTSTB-300+10100+10200+10300+10400+10500+10600+10700+10800+10900+10100+10200+10300+10400+10500+10600+10700+10800+109SILT FENCESTORM DRAIN INLETPROTECTIONLEGENDSEDIMENT CONTROL LOGHYDRO SEED & MULCHWOOD FIBER BLANKET AS DIRECTEDSNOW FENCESFCONSTRUCTION LIMITSIDSEN AVE S63Save: 2/3/2025 4:27 PM bmitchell Plot: 2/6/2025 4:17 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132 EROSION CONTROL 4.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.EROSION CONTROL & RESTORATION(STA 93+00 TO 109+50)HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale30603015IDSEN AVENUE SIDSEN AVENUE S68th STREET SSTORM DRAIN INLETPROTECTION (TYP.)SEE BELOW SEE ABOVE SEE SHEET 64 SEE SHEET 62 WETLANDBOUNDARY (TYP.)STORM DRAIN INLETPROTECTION (TYP.)PROPOSED RAW WATER MAINALIGNMENTCONST. LIMITS (TYP.)PROPOSED RAW WATER MAINALIGNMENTCONST. LIMITS (TYP.)ROW (TYP.)SPLASH PAD ATHIGHLANDS PARKHIGHLANDS PARKROW (TYP.)HIGHLANDS PARK 66040 67996771674367156687666166316575654765486576663266626688671667446772IIIIIIIIIIHHBMSBMTTVHHTTTVTHHSETVTHHTTVESTVTMBMBTVTMBMBTVTMBMBTVTEEMBMBT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I>>>>>>>>>>>>>IIIIIIIIIIIIIITV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BUR436 7 6 977. 2 6 DML B 436 7 7 977. 3 4 DML 436 7 8 977. 5 2 DML E HH>>>>SSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > >>>>> >> >> >> >> >>STSTRIM 978.50INVINVINVINVINVINVRIM 978.41INVINVINVINVINVINVRIM 977.98INVINVINVINVINVINVB-2B-1700+10900+11000+11100+11200+11300+11400+11500+11600+11700+10900+11000+11100+11200+11300+11400+11500+11600+117SILT FENCESTORM DRAIN INLETPROTECTIONLEGENDSEDIMENT CONTROL LOGHYDRO SEED & MULCHWOOD FIBER BLANKET AS DIRECTEDSNOW FENCESFCONSTRUCTION LIMITS621262016228624062566262627062886298IIIII IIIIIIIIIIIIIIIIIWELLBMSS400 8 9 967 . 6 0 DC U 6 " P V C E MBSSSTTELTPHHSSBM43630976.09DCU 18" RCP E43631981.21DCU 72" OFC E >>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSTSTST>>>>>>>S>>>IFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURSSSSSSSSTST>>B-100+13500+13600+13700+13800+13994.53+13900+13500+13600+13700+13800+13994.53+139IDSEN AVE S64Save: 2/3/2025 4:27 PM bmitchell Plot: 2/6/2025 4:17 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132 EROSION CONTROL 4.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.EROSION CONTROL & RESTORATION(STA 109+50 TO 117+00 & STA 134+50 TO 140+00)HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale3060301563rd STREET S IDSEN AVENUE S65th S T R E E T SIDEAL AVENUE SSTORM DRAIN INLETPROTECTION (TYP.)STORM DRAIN INLETPROTECTION (TYP.)SEE SHEET 63 PROPOSED RAW WATER MAINALIGNMENTCONST. LIMITS (TYP.)PROPOSED RAW WATER MAINALIGNMENTCONST. LIMITS (TYP.)SILT FENCE (TYP.)ROW (TYP.)ROW (TYP.)SUNNYHILL PARKIDEAL AVE S 65Save: 1/10/2025 11:06 AM sprall Plot: 2/6/2025 4:17 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132SWPPP.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectPlan Revision IssueRev.#DescriptionDateSheet Revision IssueofR COTTG179132SWPPPHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.KNOWLEDGEABLE PERSON/CHAIN OF RESPONSIBILITYTHE CONTRACTOR SHALL IDENTIFY A PERSON KNOWLEDGEABLE AND EXPERIENCED IN THEAPPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL COORDINATEWITH ALL CONTRACTORS, SUBCONTRACTORS, AND OPERATORS ON-SITE TO OVERSEE THEIMPLEMENTATION OF THE SWPPP.THE CONTRACTOR SHALL ESTABLISH A CHAIN OF RESPONSIBILITY FOR ALL CONTRACTORS ANDSUB-CONTRACTORS ON SITE TO ENSURE THE SWPPP IS BEING PROPERLY IMPLEMENTED ANDMAINTAINED. THE CONTRACTOR SHALL PROVIDE THE CHAIN OF RESPONSIBILITY TO THE OWNERAND ATTACH TO THE SWPPP PRIOR TO ANY CONSTRUCTION ACTIVITY.SWPPP SUMMARY/OVERVIEW:THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN DEVELOPED TO ADDRESS THEREQUIREMENTS OF NPDES PERMIT MN R100001. THIS SWPPP INCLUDES ACOMBINATION OF NARRATIVE AND PLAN SHEETS THAT DESCRIBE THE TEMPORARY AND PERMANENTSTORM WATER MANAGEMENT PLAN FOR THE PROJECT.PROJECT INFORMATION:TRAINING DOCUMENTATION:CONTENT OF TRAINING AVAILABLE UPON REQUEST.THE CONTRACTOR (OPERATOR) SHALL ADD TO THE SWPPP TRAINING RECORDS FOR THEFOLLOWING PERSONNEL:-INDIVIDUALS OVERSEEING THE IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP-INDIVIDUALS PERFORMING INSPECTIONS-INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIROF BMPSTRAINING MUST RELATE TO THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES AND SHALLINCLUDE:1) DATES OF TRAINING2) NAME OF INSTRUCTORS3) CONTENT AND ENTITY PROVIDING TRAININGTHE CONTRACTOR SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE,FEDERAL AGENCIES, PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE INEROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT ANDTHE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT.PROJECT SUMMARY:RECEIVING WATER(S) WITHIN ONE MILE FROM PROJECT BOUNDARIES:(https://mpca.maps.arcgis.com/apps/webappviewer/index.html?id=fcfc5a12d2fd4b16bc95bb535d09ae82)RELATED REVIEWS & PERMITS:ENVIRONMENTAL, WETLAND, ENDANGERED OR THREATENED SPECIES, ARCHEOLOGICAL,LOCAL, STATE, AND/OF FEDERAL REVIEWS/PERMITS:SITE SOIL INFORMATION: (http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx)(SOIL INFORMATION PROVIDED IS FOR NPDES PERMIT INFORMATION ONLY. SOIL INFORMATION WASOBTAINED FROM THE USGS WEBSITE. THE CONTRACTOR SHALL NOT RELY ON THIS SOIL INFORMATIONFOR CONSTRUCTION PURPOSES.)LONG TERM OPERATION AND MAINTENANCETHE OWNER WILL BE RESPONSIBLE OR WILL OTHERWISE IDENTIFY WHO WILL BE RESPONSIBLEFOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORMWATERMANAGEMENT SYSTEM(S).IMPLEMENTATION SEQUENCE:THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING SEQUENCE.THE ENGINEER MAY APPROVE ADJUSTMENTS TO THE SEQUENCE AS NEEDED.GENERAL SWPPP RESPONSIBILITIES:THE CONTRACTOR SHALL KEEP THE SWPPP, INCLUDING ALL AMENDMENTS AND INSPECTION ANDMAINTENANCE RECORDS ON SITE DURING CONSTRUCTION.THE SWPPP WILL BE AMENDED AS NEEDED AND/OR AS REQUIRED BY PROVISIONS OF THE PERMIT.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARYTO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANTEFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.AMENDMENTS WILL BE APPROVED BY BOTH THE OWNER AND CONTRACTOR AND WILL BE ATTACHEDOR OTHERWISE INCLUDED WITH THE SWPPP DOCUMENTS. THE SWPPP AMENDMENTS SHALL BEINITIATED, FACILITATED, AND PROCESSED BY THE CONTRACTOR.ALL SWPPP CHANGES MUST BE DONE BY AN INDIVIDUAL TRAINED IN ACCORDANCE WITH SECTION 21.2.CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBINGHOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.BOTH THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER TERMINATION AND/ORTRANSFER OF THE PERMIT.THE FOLLOWING DOCUMENTS ARE CONSIDERED PART OF THE SWPPP:DETAIL PLAN SHEETS:5-8WATERMAIN PLAN AND PROFILE PLAN SHEETS:37-54EROSION AND SEDIMENT CONTROL PLAN SHEETS:##-##SWPPP NOTE AND DETAIL SHEETS:65-66PROJECT SPECIFICATIONS: PROJECT MANUALPROJECT BID FORM:PROJECT MANUALPERMANENT STORMWATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT SYSTEM IS DESIGNED TO MEET THE REQUIREMENTS OFNPDES GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY.SOIL NAME:HYDROLOGIC CLASSIFICATION:LINDSTROM SILT, GLACIATEDBURBAN LAND-WAUKEGAN COMPLEXBHUBBARD LOAMY SANDAWAUKEGAN SILT LOAMBOSTRANDER SILT LOAMBAGENCY:TYPE OF PERMIT:WASHINGTON COUNTYREVIEWIDNAMETYPEIMPAIREDWATER?CONSTRUCTIONRELATED IMPAIRMENTOR SPECIAL WATERCLASSIFICATIONN/AN/AN/AN/AN/ATOTAL DISTURBED AREA:12.44 ACRESPRE-CONSTRUCTION IMPERVIOUS AREA:3.33 ACRESPOST-CONSTRUCTION IMPERVIOUS AREA:3.33 ACRESIMPERVIOUS AREA ADDED:0.00 ACRESOWNER:CITY OF COTTAGE GROVECONTACT:RYAN BURFEIND, PEADDRESS:12800 RAVINE PARKWAYPHONE:651-458-2800EMAIL:RBURFEIND@COTTAGEGROVE.GOVENGINEER:SHORT ELLIOTT HENDRICKSON INC. (SEH)CONTACT:BRAD SWANSONPHONE:507-340-8656EMAIL:BSWANSON@SEHINC.COMPROJECT NO.:COTTG1791321INSTALL PERIMETER CONTROL AND STABILIZE DOWN GRADIENT BOUNDARIES2INSTALL INLET PROTECTION ON EXISTING CATCH BASINS3COMPLETE SITE GRADING4INSTALL CURB & GUTTER, PAVING5COMPLETE FINAL GRADING AND STABILIZE DISTURBED AREAS6AFTER CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, REMOVEACCUMULATED SEDIMENT, REMOVE BMPS, AND RE-STABILIZE ANY AREAS DISTURBED BYTHEIR REMOVAL.REQUIRED WATER QUALITY VOLUME (WQV):N/APERMANENT MANAGEMENT SYSTEM:WQV INFILTRATEDWQV TREATED (NOTINFILTRATED)INFILTRATION BASINTOTAL WQV INFILTRATED/TREATEDREVIEW AND COMPLETE CONTAMINATION SCREENING CHECKLIST TO DETERMINEFEASIBILITY OF INFILTRATION.LOCATION:COTTAGE GROVE, MNLATITUDE/LONGITUDE:44.83/-92.93PROJECT DESCRIPTION:WATER MAIN IMPROVEMENTS, BITUMINOUS TRAILSURFACINGSOIL DISTURBING ACTIVITIES:N/APREPARER/DESIGNER OF SWPPP:STEVE PRALLEMPLOYER:SHORT ELLIOT HENDRICKSON INC.DATE OF EXPIRATIONMay 2026INSTRUCTOR(S)/ENTITYPROVIDING TRAINING:UNIVERSITY OF MINNESOTACONTRACTORTBDCONTACTXPHONEXEMAILXWATERBODYNO WORK DURINGLAKESAPRIL 1 - JUNE 30NON-TROUT STREAMSMARCH 15 - JUNE 15TROUT STREAMSSEPTEMBER 1 - APRIL 1SEE DNR PERMIT FOR MORE INFORMATIONPROJECT SPECIFIC NOTES:TEMPORARY SEDIMENT BASIN DESIGN CRITERIA MUST COMPLY WITH PERMIT SECTION 14, IF NOT FEASIBLE, INCLUDEDOCUMENTATION FOR INFEASIBILITY.FOLLOW SECTION 13 OF THE STORM WATER PERMIT FOR PERMIT TERMINATION. 66Save: 1/10/2025 11:06 AM sprall Plot: 2/6/2025 4:17 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132SWPPP.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectPlan Revision IssueRev.#DescriptionDateSheet Revision IssueofR COTTG179132SWPPPHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.DEWATERING AND BASIN DRAINING ACTIVITIES:THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL DEWATERING AND SURFACE DRAINAGEREGULATIONS.WATER FROM DEWATERING ACTIVITIES SHALL DISCHARGE TO A TEMPORARYAND/OR PERMANENT SEDIMENT BASIN.IF WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN, IT SHALL BE TREATED WITHOTHER APPROPRIATE BMPS, TO EFFECTIVELY REMOVE SEDIMENT.DISCHARGE THAT CONTAINS OIL OR GREASE MUST BE TREATED WITH AN OIL-WATER SEPARATOR ORSUITABLE FILTRATION DEVICE PRIOR TO DISCHARGE.WATER FROM DEWATERING SHALL BE DISCHARGED IN A MANNER THAN DOES NOT CAUSENUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS.BACKWASH WATER USED FOR FILTERING SHALL BE HAULED AWAY FOR DISPOSAL, RETURNED TO THEBEGINNING OF TREATMENT PROCESS, OR INCORPORATED INTO THE SITE IN A MANNER THAT DOES NOTCAUSE EROSION. THE CONTRACTOR SHALL REPLACE AND CLEAN FILTER MEDIAS USED IN DEWATERINGDEVICES WHEN REQUIRED TO MAINTAIN ADEQUATE FUNCTION.EROSION PREVENTION MEASURES AND TIMING:THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION PREVENTION MEASURES FOR THE PROJECT.EROSION PREVENTION MEASURES SHOWN ON PLANS ARE THE ABSOLUTE MINIMUM REQUIREMENTS.THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL EROSION PREVENTION MEASURES AS NECESSARYTO PROPERLY MANAGE THE PROJECT AREA.THE CONTRACTOR SHALL PLAN AND IMPLEMENT APPROPRIATE CONSTRUCTION PRACTICES ANDCONSTRUCTION PHASING TO MINIMIZE EROSION AND RETAIN VEGETATION WHENEVERPOSSIBLE.THE PERMITTEE SHALL DELINEATE AREAS NOT TO BE DISTURBED. PERMITTEE(S) MUST MINIMIZE THE NEEDFOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BEDISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNEDFOR STEEP SLOPES.THE CONTRACTOR SHALL STABILIZE OF ALL EXPOSED SOILS IMMEDIATELY TO LIMIT SOIL EROSION.IN NO CASE SHALL ANY EXPOSED AREAS, INCLUDING STOCK PILES, HAVE EXPOSED SOILS FORMORE THAN 14 DAYS WITHOUT PROVIDING TEMPORARY OR PERMANENT STABILIZATION. STABILIZATIONMUST BE COMPLETED WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY HAS CEASED. TEMPORARYSTOCKPILES WITHOUT SIGNIFICANT CLAY, SILT, OR ORGANIC COMPONENTS DO NOT REQUIRE STABILIZATION.DRAINAGE PATHS, DITCHES, AND/OR SWALES SHALL HAVE TEMPORARY OR PERMANENTSTABILIZATION WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER OR 24 HOURSAFTER CONSTRUCTION ACTIVITY IN THE DITCH/SWALE HAS TEMPORARILY OR PERMANENTLYCEASED.THE CONTRACTOR SHALL COMPLETE THE STABILIZATION OF ALL EXPOSED SOILS WITHIN 24 HOURSTHAT LIE WITHIN 200 FEET OF PUBLIC WATERS PROMULGATED "WORK IN WATER RESTRICTIONS" BYTHE MN DNR DURING SPECIFIED FISH SPAWNING TIMES.THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL BMPS AND VELOCITY DISSIPATION DEVICESALONG CONSTRUCTED STORMWATER CONVEYANCE CHANNELS AND OUTLETS.THE CONTRACTOR SHALL STABILIZE TEMPORARY AND/OR PERMANENT DRAINAGE DITCHES OR SWALESWITHIN 200 LINEAL FEET FROM PROPERTY EDGE, OR DISCHARGE POINT(S) WITHIN 24 HOURS AFTERCONNECTING TO A SURFACE WATER OR PROPERTY EDGE.TEMPORARY OR PERMANENT DITCHES OR SWALES USED AS A SEDIMENT CONTAINMENT SYSTEM DURINGCONSTRUCTION MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENTCONTAINMENT SYSTEM.THE CONTRACTOR SHALL NOT UTILIZE HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES AS A FORM OF STABILIZATION FOR TEMPORARY OR PERMANENT DRAINAGEDITCHES OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.THE CONTRACTOR SHALL ENSURE PIPE OUTLETS HAVE TEMPORARY OR PERMANENT ENERGY DISSIPATIONWITH IN 24 HOURS OF CONNECTION TO A SURFACE WATER.THE CONTRACTOR SHALL DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS TO INCREASE SEDIMENTREMOVAL AND MAXIMIZE STORMWATER INFILTRATION. VELOCITY DISSIPATION DEVICES MUST BE USED TOPREVENT EROSION WHEN DIRECTING STORMWATER TO VEGETATED AREAS.INSPECTION AND MAINTENANCE:ALL INSPECTIONS, MAINTENANCE, REPAIRS, REPLACEMENTS, AND REMOVAL OF BMPSIS TO BE CONSIDERED INCIDENTAL TO THE BMP BID ITEMS.THE PERMITTEE(S) IS RESPONSIBLE FOR COMPLETING SITE INSPECTIONS, AND BMP MAINTENANCETO ENSURE COMPLIANCE WITH THE PERMIT REQUIREMENTS.THE PERMITTEE(S) SHALL INSPECT THE CONSTRUCTION SITE ONCE EVERY 7 DAYS DURING ACTIVECONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN24 HOURS.THE PERMITTEE(S) SHALL DOCUMENT A WRITTEN SUMMARY OF ALL INSPECTIONS AND MAINTENANCEACTIVITIES CONDUCTED WITHIN 24 HOURS OF OCCURRENCE. RECORDS OFEACH ACTIVITY SHALL INCLUDE THE FOLLOWING:-DATE AND TIME OF INSPECTIONS;-NAME OF PERSON(S) CONDUCTING INSPECTION;-FINDINGS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS IF NECESSARY;-CORRECTIVE ACTIONS TAKEN;-DATE AND AMOUNT OF RAINFALL EVENTS;-POINTS OF DISCHARGE OBSERVED DURING INSPECTION AND DESCRIPTION OF THE DISCHARGE-AMENDMENTS MADE TO THE SWPPP.THE PERMITTEE(S) SHALL SUBMIT A COPY OF THE WRITTEN INSPECTIONS TO THE ENGINEER ANDOWNER ON A MONTHLY BASIS. IF MONTHLY INSPECTION REPORTS ARE NOT SUBMITTED, MONTHLYPAYMENTS MAY BE HELD.THE CONTRACTOR SHALL DOCUMENT AMENDMENTS TO THE SWPPP AS A RESULT OF INSPECTION(S)WITHIN 7 DAYS.THE CONTRACTOR SHALL KEEP THE SWPPP, ALL INSPECTION REPORTS, AND AMENDMENTS ONSITE.THE CONTRACTOR SHALL DESIGNATE A SPECIFIC ONSITE LOCATION TO KEEP THE RECORDSTHE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARYAND PERMANENT WATER QUALITY BMP'S, AS WELL AS EROSION AND SEDIMENT CONTROL BMP'S.THE CONTRACTOR SHALL INSPECT EROSION PREVENTION AND SEDIMENTATION CONTROL BMPS TOENSURE INTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMPS SHALL BE REPAIRED, REPLACED,OR SUPPLEMENTED WITH FUNCTIONAL BMPS WITHIN 24 HOURS OF FINDING. THE CONTRACTORSHALL INVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS:RAINFALL AMOUNTS MUST BE OBTAINED BY A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE,OR BY A WEATHER STATION THAT IS WITHIN ONE MILE OR BY A WEATHER REPORTING SYSTEM.REQUIREMENTS TO OBSERVE ANY DISCHARGE THAT MAY BE OCCURRING DURING THE INSPECTION.DISCHARGE SHOULD ALSO BE DESCRIBED AND PHOTOGRAPHED.POLLUTION PREVENTION MANAGEMENT MEASURES:THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL POLLUTION PREVENTION MANAGEMENT MEASURES.ALL POLLUTION PREVENTION MEASURES ARE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM,UNLESS OTHERWISE NOTED.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL, IN COMPLIANCE WITH MPCADISPOSAL REQUIREMENTS, OF ALL HAZARDOUS MATERIALS, SOLID WASTE, AND PRODUCTS ON-SITE.THE CONTRACTOR SHALL ENSURE BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEAKPOLLUTANTS ARE KEPT UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTS.THE CONTRACTOR SHALL ENSURE PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENTCHEMICALS, AND LANDSCAPE MATERIALS ARE COVERED TO PREVENT THE DISCHARGE OF POLLUTANTS.THE CONTRACTOR SHALL ENSURE HAZARDOUS MATERIALS AND TOXIC WASTE IS PROPERLY STORED INSEALED CONTAINERS TO PREVENT SPILLS, LEAKS, OR OTHER DISCHARGE. STORAGE AND DISPOSAL OFHAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.THE CONTRACTOR SHALL ENSURE ASPHALT SUBSTANCES USED ON-SITE SHALL ARE APPLIED INACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.THE CONTRACTOR SHALL ENSURE PAINT CONTAINERS AND CURING COMPOUNDS SHALL BE TIGHTLY SEALEDAND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT AND/OR CURING COMPOUNDS SHALL NOT BEDISCHARGED INTO THE STORM SEWER SYSTEM AND SHALL BE PROPERLY DISPOSED OF ACCORDING TOMANUFACTURE'S INSTRUCTION.THE CONTRACTOR SHALL ENSURE SOLID WASTE BE STORED, COLLECTED AND DISPOSED OF PROPERLY INCOMPLIANCE WITH MINN. R. CH. 7035.THE CONTRACTOR SHALL ENSURE POTABLE TOILETS ARE POSITIONED SO THAT THEY ARE SECURE ANDWILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY INACCORDANCE WITH MINN. R, CH. 7041.THE CONTRACTOR SHALL MONITOR ALL VEHICLES ON-SITE FOR LEAKS AND RECEIVE REGULAR PREVENTIONMAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE.THE CONTRACTOR SHALL ENSURE WASHOUT WASTE MUST NOT CONTACT THE GROUND AND BE PROPERLYDISPOSED OF IN COMPLIANCE WITH MPCA RULES.THE CONTRACTOR SHALL INCLUDE SPILL KITS WITH ALL FUELING SOURCES AND MAINTENANCE ACTIVITIES.SECONDARY CONTAINMENT MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR.THE CONTRACTOR SHALL ENSURE SPILLS ARE CONTAINED AND CLEANED UP IMMEDIATELY UPONDISCOVERY. SPILLS LARGE ENOUGH TO REACH THE STORM WATER CONVEYANCE SYSTEM SHALL BEREPORTED TO THE MINNESOTA DUTY OFFICER AT 1.800.422.0798.SEDIMENT CONTROL MEASURES AND TIMING:THE CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT CONTROL MEASURES FOR THE PROJECT.SEDIMENT CONTROL MEASURES SHOWN ON PLANS ARE THE ABSOLUTE MINIMUM REQUIREMENTS.THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL SEDIMENT CONTROL MEASURES AS NECESSARYTO PROPERLY MANAGE THE PROJECT AREA.THE CONTRACTOR SHALL ENSURE SEDIMENT CONTROL MEASURES ARE ESTABLISHED ON ALL DOWNGRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE MEASURESSHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP EXCEPT WHENWORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERMCONSTRUCTION ACTIVITY IS COMPLETE, PERMITTEE(S) MUST INSTALL AN UPLAND PERIMETER CONTROLPRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.SEDIMENT CONTROL BMP SUMMARY:SEE EROSION AND SEDIMENT CONTROL PLAN SHEETS AND BID FORM FOR TYPE,LOCATION, AND QUANTITY OF SEDIMENT CONTROL BMPS.EROSION PREVENTION BMP SUMMARY:SEE EROSION AND SEDIMENT CONTROL PLAN SHEET AND BID FORM FOR TYPE, LOCATION, ANDQUANTITY OF EROSION PREVENTION BMPS.THE CONTRACTOR SHALL ENSURE SEDIMENT CONTROL PRACTICES REMOVED OR ADJUSTED FORSHORT-TERM ACTIVITIES BE RE-INSTALLED IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY HASBEEN COMPLETED. SEDIMENT CONTROL PRACTICES MUST BE REINSTALLED BEFORE THE NEXTPRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.THE CONTRACTOR SHALL ENSURE STORM DRAIN INLETS ARE PROTECTED BY APPROPRIATE BMPS DURINGCONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGINGTO THE INLET HAVE BEEN STABILIZED.THE CONTRACTOR SHALL PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROL AT THE BASE OFTHE STOCKPILES. ALL STOCK PILES SHALL BE LOCATED OUTSIDE OF THE 50' WETLAND AND/ OR SURFACEWATER BUFFER.THE CONTRACTOR SHALL INSTALL PERIMETER CONTROL AROUND ALL STAGING AREAS, BORROW PITS,AND AREAS CONSIDERED ENVIRONMENTALLY SENSITIVE.THE CONTRACTOR SHALL ENSURE VEHICLE TRACKING BE MINIMIZED WITH EFFECTIVE BMPS. WHERE THEBMPS FAIL TO PREVENT SEDIMENT FROM TRACKING ONTO STREETS THE CONTRACTOR SHALL CONDUCTSTREET SWEEPING TO REMOVE ALL TRACKED SEDIMENT.THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PRACTICES TO MINIMIZE SOIL COMPACTION.THE CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITY REMAIN WITHIN PROJECT LIMITS ANDTHAT ALL RECEIVING WATER BUFFERS ARE MAINTAINED.A 50 FOOT NATURAL BUFFER MUST BE PRESERVED OR CONTRACTOR SHALL PROVIDE REDUNDANT (DOUBLE)PERIMETER SEDIMENT CONTROLS IF NATURAL BUFFER IS INFEASIBLE NEAR ALL WETLAND OR SURFACEWATERS.THE CONTRACTOR SHALL NOT UTILIZE SEDIMENT CONTROL CHEMICALS ON SITE.PERIMETER CONTROL DEVICES, INCLUDING SILT FENCE SHALL BE REPAIRED, OR REPLACED,WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THEDEVICE HEIGHT. THESE REPAIRS SHALL BE MADE WITHIN 24 HOURS OF DISCOVERY.TEMPORARY AND PERMANENT SEDIMENT BASINS SHALL BE DRAINED AND THE SEDIMENT REMOVEDWHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BEINSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. THE CONTRACTOR SHALLREMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGEWAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. THE CONTRACTOR SHALL RE-STABILIZETHE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. REMOVAL AND STABILIZATIONMUST TAKE PLACE WITHIN 7 DAYS OF DISCOVERY, UNLESS PRECLUDED BY LEGAL, REGULATORY,OR PHYSICAL CONSTRAINTS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALLLOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND OBTAIN ANY APPLICABLE PERMITS,PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SHALL BE INSPECTED DAILY FOR EVIDENCEOF SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BEREMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENTMUST BE REMOVED IN A MANOR AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITEIMPACTS. TVTHHSETVTHHTTVESBMMBSTVTMBMBTVTMBMBTVTMBTTVSMBMBTTVMBSTTVTVTEHH>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSB-3B-176857680768296885679967716743671566876662668867166744677268006828685668846910HHHHHHMBTVTMBTVTSTVTEBMHHTTVMBMBTVTMBMBMBTTVMBTTVHHHHEETVTHHSBMTVTTTHH>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSB-46950690969106918692669196927693569396943694769536934693869446958LHHHHHH0feetscale306030150feetscale30603015IDSEN AVE S67Save: 1/29/2025 10:19 AM bmitchell Plot: 2/6/2025 4:18 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\1 IDSEN AVE LIGHTING.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.IDSEN AVE S LIGHTINGHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBSSEE BELOW SEE ABOVE LIGHTING SYMBOLSSALVAGE AND INSTALL EXISTING LIGHTPOLE ON NEW CONCRETE BASE1.5" PVC SCH 40 CONDUIT WITH (3) #6WIRE AND (1) #6 GROUND UNLESSOTHERWISE NOTEDSERVICE CABINETL68TH STREET S SEE SHEET 68 HHHANDHOLE HHBMSBMTTVHHTTTVTHHSMBTVTMBMBTVTEEMBMBT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>43679 977.08 SML B 43680 978.12 SML 43681 978.01 SML E HH>>SSSSB-2HH6604066876661663165756547 6548657666326662HHHHHH68Save: 1/29/2025 10:19 AM bmitchell Plot: 2/6/2025 4:18 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\1 IDSEN AVE LIGHTING.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.IDSEN AVE S LIGHTING &IDSEN AVE S/65TH STREET SLIGHTING AND IRRIGATION AS BUILTSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015IDSEN AVE SIDSEN AVENUE SSEE SHEET 67 65TH STRE E T S*IDSEN AVE S/65TH ST S IRRIGATION CONSTRUCTION PLANS(FOR INFORMATION ONLY - VERIFY WITH FIELD LOCATE)*IDSEN AVE S/65TH ST S LIGHTING CONSTRUCTION PLANS(FOR INFORMATION ONLY - VERIFY WITH FIELD LOCATE)EXISTING FEED POINTLIGHTING SYMBOLSSALVAGE AND INSTALL EXISTING LIGHTPOLE ON NEW CONCRETE BASE1.5" PVC SCH 40 CONDUIT WITH (3) #6WIRE AND (1) #6 GROUND UNLESSOTHERWISE NOTEDSERVICE CABINETLHHHANDHOLE IIIIIIIIIIIIIII I I I IIIIIIIIIIIIIIIHHI>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12" DIP30" DIPTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BUR P-BURP-BURP-BURP-BUR P-BURP-BUR45421892.52DCU 12" RCP BHHHHFOFOFOFOFO FOFOFOFOFOP-BURP-BURFOFOFOGG>>>>>>>IIISS>>>>>>>>>>>>>>>B-12B-13B-16B-12AB-13A© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS FOFOFOFOFO FOFOFOFOFOP-BURP-BURFOFOFOGG>>>>>>>IIIIFOFOFOFOFO FOFOFOFOFOP-BURP-BURFOFOFOGG>>>>>>>III87268694895895900900905910910892893893894894 8968968978978988988998999019019029039049069079089098708 7 5880885890 895900900 8718728 7 3 8 7 4876877878879881882883884886887888889891 892 893 894 896897897898898899899901901 855 860 8 6 5 870 875 880 885 890 895 895 900 900 854 856 857 858 859 861 862 863 864 86 6 867 868 869 871 872 873 874 876877 878879 881 882 883 884 886 887 888 889 891 892 893 894 896 896 897 897 898 898 899 899 901 901 902 902 903 903 860865870875880856856 857858859861862863864866867868869871872873874876877878879881882 883 880878878878879879 8798818828838608658708 7 5 86186286386486686786886987187287387486587087588086386486686786886987187287387487687787887988187787610.28+500+600+700+800+900+10 00+11 00+12 00+13 00+14 00+15BITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYS&I CASTING69Save: 2/5/2025 3:12 PM bmitchell Plot: 2/6/2025 4:19 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132pj1_.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale3060301580TH STREET SCOTTAGE GROVE FIRESTATION 2N&S OF 80TH STREET S (STA 9+50 TO 15+00)PINE TREEPOND PARKPINE TREE VALLEY PARKSEE SHEET 70RAW WATER MAIN ALIGNMENTCONST. LIMITS (TYP.)ROW (TYP.)CONCRETE PAD3" BITUMINOUSHYDRANTACCESS PADSAWCUT & MATCH EXISTINGBITUMINOUS TRAILSAWCUT & MATCH EXISTINGBITUMINOUS TRAILSAWCUT & MATCH EXISTINGBITUMINOUS TRAILCONSTRUCTION ACCESS AS NECESSARY,NO STAGING IN FIRE STATION PARKING LOTS >> >> >> >> >> >> >>SSS43256857.90DCU 54" RCP E XCXCXWD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STSTTV-BURTV-BURTV-BURTV-BURTV-BUR>>>>>SSSSSB-11B-14B-15XCXCXWD0789477977805788507814783278407854787678887894867866 868862863864865861862863864865866867868869870871 872 873 874 875 876 877 87 9879 880881881 880 8 7 9 8 7 8 8 7 7 8 7 68758768778788758748738728 71 8 7 0 86 9 868867866865865865 8 6 6 8 6 7868867866865 87787687587487387287187086986586686786886987000+1500+1600+1700+1800+1900+2000+2100+2200+2300+24BITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYS&I CASTINGADJUST GATE VALVE BOX70Save: 2/5/2025 3:12 PM bmitchell Plot: 2/6/2025 4:20 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132pj1_.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015ISLETON AVE SRAW WATER MAIN ALIGNMENTSEE SHEET 69 SEE SHEET 71PINE TREE VALLEY PARK (STA 15+00 TO 24+50)PINE TREE VALLEY PARKSEE SHEET 69 SEE SHEET 71 CONST. LIMITS (TYP.)ROW (TYP.)3" BITUMINOUSHYDRANTACCESS PADSAWCUT & MATCH EXISTINGBITUMINOUS TRAILCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITSCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITS SSXWDXCXCXCXC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURSSSS>>>STXWDXCXCXCXC760576657679769377077723773576067626769677067720777377817789779787087187287387487787587487387287187087087187287387487587887787687587487287587687787887988088188288300+2500+2600+2700+2800+2900+3000+3100+3200+33BITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYS&I CASTINGADJUST GATE VALVE BOXSSXWD>>>>>>>>>>>>TV-BURSS7894780578737885873874875876877 879879 880881881880879878 8 7 7 8 7 6875876877878875874873872 8 7 1 00+1900+2000+2100+2271Save: 2/5/2025 3:12 PM bmitchell Plot: 2/6/2025 4:20 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132pj1_.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015IRISH AVENUE SIRISH AVENUE SRAW WATER MAIN ALIGNMENTRAW WATER MAIN ALIGNMENTPINE TREE VALLEY PARKSEE SHEET 70 SEE SHEET 70 SEE SHEET 70 SEE SHEET 72PINE TREE VALLEY PARK (STA 24+50 TO 33+00)CONST. LIMITS (TYP.)ROW (TYP.)CONST. LIMITS (TYP.)ROW (TYP.)3" BITUMINOUSHYDRANTACCESS PAD3" BITUMINOUSHYDRANTACCESS PADCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITSCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITS 4"875876877878879880881882883884885886887888889890891885 890 890884886 887 887 888 888 889 889 891891 8 9 5 900892 8 9 3 8 9 4 896897898899901902903904891892893 890 9069059059049038959008918928938948968978988999018858908959008868878888898918928938948968978988999019028858 9 0 8838848868878888 8 9 8 9 5 9008968 9 7 89 8 89 9 901 902 903 904 905 7464745674487 4 4 0746375747562754875447534750074887480 7593759776057472IIIIIIIIIXWD>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >>>>STSTST>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURTV-BURB-1000+3300+3400+3500+36 00+3700+3800+3900+4 0 00+4 1 0 0 + 4 2 0 0 + 4 300+3300+3400+3500+36 00+3700+3800+3900+4 0 00+4 1 0 0 + 4 2 0 0 + 4 3BITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYS&I CASTINGADJUST GATE VALVE BOX72Save: 2/5/2025 4:07 PM bmitchell Plot: 2/6/2025 4:21 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132pj2.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.PAVING PLAN4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015IRVIN AVENUE SHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTACONCRETE PADRAW WATER MAIN ALIGNMENTPINE TREE VALLEY PARKSEE SHEET 71 PINE TREE VALLEY PARK (STA 33+00 TO 43+00)SEE SHEET 73SEE SHEET 75 FOR TRAILGRADING IN THIS AREA(STA 36+50 TO 40+50)CONST. LIMITS (TYP.)ROW (TYP.)CONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITS 885883884885890886887888889891 8848 8 5 890890886887 888 889891891885890890895891892893894896897898895891892893894896897895 894 894896 897 89 5 89889075337440743274247416> > > > > > > > > > >>>>STB-900+4300+4400+4500+4600+4700+4800+4900+5000+4300+4400+4500+4600+4700+4800+4900+50895894894896897895900896897898899 90090090590190190190290390490590590290290390390490490590690 6 9 0 7 9 0 7 90 3 904904 906 902905 904903904904 904903902905904904 90490390 5 90 6 906 9 0 5 90490 385958599 IIIITTVS42653 901.29 DCU 24" CMP FEC B 42654 899.80 DCU 24" CMP E >>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TV-BURTV-BURTV-BURTV-BURFOFOFOFOGGGSRIM 903.49INVINVINVINVINVINVBMXWDXWDXWDSS>>>>>>>>>>>>>>>>STRIM 903.94INVINVINVINVINVINVSTB-18B-1900+5000+5100+5200+5300+5400+5500+5600+5700+5000+5100+5200+5300+5400+5500+5600+57BITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYS&I CASTING73Save: 2/5/2025 4:07 PM bmitchell Plot: 2/6/2025 4:21 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132pj2.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLAN4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale30603015INDIAN BOULEVARD S INSTALL PED RAMPHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTASEE SHEET 72 SEE BELOW SEE ABOVE SEE SHEET 74 INSTALL SALVAGED BRICK PAVERSPINE TREE VALLEY PARKRAW WATER MAIN ALIGNMENTPINE TREE VALLEY PARKPINE TREE VALLEY PARK (STA 43+00 TO 57+50)RAW WATER MAIN ALIGNMENTPINE TREE VALLEY PARKCONST. LIMITS (TYP.)ROW (TYP.)CONST. LIMITS (TYP.)ROW (TYP.)3" BITUMINOUSHYDRANTACCESS PADCONCRETE PADCONSTRUCTION ACCESS AS NECESSARY,NO STAGING ON CITY STREETSOUTSIDE OF CONSTRUCTION LIMITS3" BITUMINOUSHYDRANTACCESS PAD ITTVXWD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TV-BURTV-BURFOFOFOFOGGXCXCXCXCXCXCXCSB-842544908.37BLD B42545908.17BLD EXCXCXCXCXCXCXCXWDXCXCXCXCXCXCXC8532851683808390840084108420843084408450905906907906906907907908909 9 1 0 909 91 1 91291090 7 908909911912 9089089099 0 8 907 9089 0 7 910 909 911 912 907 906 00+5800+5900+6000+6100+6200+6300+6400+6500+6600+67© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS II I I I TVBMS>>>>>>>>> > > TV-BUR TV-BUR TV-BURTV-BURFOFOFO FO FO FO FO FO FO FO P-BURP-BURP-BURP-BUR P-BUR P-BUR G G G G XCXCXCXCP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHS SB-7XCXCXCXCP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURXCXCXCXC722672458360837083808390908907910915909911912913914916 91591391 4916917 915913914916912912913913911910911915914913 912 91191191091091100+6600+6700+6800+6900+7000+7100+7200+7300+74BITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYS&I CASTINGXCEL ENERGY EASEMENT74Save: 2/5/2025 3:12 PM bmitchell Plot: 2/6/2025 4:23 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\cg179132pj1_.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale30603015INDIAN BOULEVARD SINNSDALE AVENUE SSEE BELOW SEE ABOVE SEE SHEET 73 SEE SHEET 76 RAW WATER MAIN ALIGNMENTRAW WATER MAIN ALIGNMENTXCEL ENERGY EASEMENTCONST. LIMITS (TYP.)ROW (TYP.)CONST. LIMITS (TYP.)ROW (TYP.)10' PERMANENTUTILITY EASEMENTCONCRETE PADCONCRETE PADCAUTIONEXISTINGOVERHEAD POWER 890895900905910915920925930890895900905910915920925930891.9 897.1 904.1 905.5 904.5 902.5 898.3 895.2 891.1 895.41 899.84 902.59 901.51 899.51 897.51 895.18 891.1436+5037+0038+0039+0040+0040+50-4.00%-8.55%1.50%9.00% PVI STA=36+59.82 EL=893.90 PVI STA=40+50.00 EL=891.14 PVI STA=37+93.59PVI EL=903.76L=80'K=6.15PVC STA=37+53.59 EL=900.16 PVT STA=38+33.59 EL=902.16 HP STA=38+08.98HP EL=902.66PVI STA=39+98.00PVI EL=895.59L=50'K=10.99PVC STA=39+73.00 EL=896.59 PVT STA=40+23.00 EL=893.45 PVI STA=36+88.82PVI EL=894.34L=40'K=5.33PVC STA=36+68.82 EL=894.04 PVT STA=37+08.82 EL=896.14 EXISTING GRADE ATTRAIL ALIGNMENTPROPOSED GRADE ATTRAIL ALIGNMENTEXISTING GRADE ATTRAIL ALIGNMENTPROPOSED GRADE ATTRAIL ALIGNMENT4"4"895900892893894896897898899901902903 904891892893890 90690589590089689789889990190290390490500+3600+37 00+3818"16"12"50+36 00+37 00+38 50+33725+33600+337897898899900904896895894893895892901902REMOVE EXISTING TRAILREPLACE PER DETAIL THIS SHEETEND TRAILREPLACEMENT PAVINGSTATION=337+50890895900905910915920925890895900905910915920925891.6892.3891.57892.26336+00337+00337+75-0.92%PVI STA=336+25.00EL=891.79PVI STA=337+50.00 EL=895.04 PVI STA=336+50.00PVI EL=891.56L=40'K=6.53PVC STA=336+30.00EL=891.75PVT STA=336+70.00EL=892.60PVI STA=337+30.00PVI EL=894.04L=40'K=10.00PVC STA=337+10.00EL=893.84PVT STA=337+49.99EL=895.04PVI STA=336+90.00PVI EL=893.64L=40'K=9.53EXISTING GRADE ATTRAIL ALIGNMENTPROPOSED GRADE ATTRAIL ALIGNMENT4" 4" 885 890 890 886 887 887 888 888 889 889 891 891 895 90089 2 8 9 3 89489689789889990190290390489 1 89 2 89 3 8 9 0 9069059059049038959008918928938948968978988999018858908959008868878888898918928938948968978988999019028 9 5 90 08968978 9 8 8 9 9 901 902 903 904 905 00+36 00+3700+3800+3900+4018"18"18"16"12"10"10"10"50+4050+3600+3700+3800+3900+4050 + 337 25+336 00+337 REMOVE EXISTING TRAILREPLACE PER DETAIL STR-9END TRAIL REPLACEMENT PAVINGSTATION=40+20MATCH EXISTINGPROPOSED WATER MAINALIGNMENTINSTALL BENCH PAD PER DETAIL SPECIAL-2.BENCH INSTALLED BY OTHERS.897 898 899 900 895894904903896 895 8 9 4 89389589290 1 9 0 2 BEGIN TRAIL REPLACEMENT PAVINGSTATION=36+59.75OFFSET=0.00R = 25' TO EDGE OF BIT (TYP.)75Save: 2/6/2025 3:30 PM bmitchell Plot: 2/6/2025 4:23 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\COTTG179132PP-TRAIL.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectPlan Revision IssueRev.#DescriptionDateSheet Revision IssueofR COTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLANTRAIL PAVINGGRADING PLAN AND PROFILE (STA 36+50 TO 40+50)HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale306030150feetscale30603015REMOVE EXISTING TRAILREPLACE PER DETAIL THIS SHEET IIIIIIIIIIIIIIIIIISSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>P-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OHP-OH7127713771477157716771777187712071307140715071607178718000+100000+100100+100200+100300+100400+100500+100600+100700+100800+7500+7600+7700+7800+7900+8000+8100+8200+83895900905910915920925930895900905910915920925930908.3907.9907.6907.2906.8906.5 906.1 906.1 906.4 907.1 907.8 908.4 908.7 908.9 909.0 908.8 908.4 907.8 908.30907.93907.56907.20906.83906.46 906.13 906.09 906.42 907.08 907.80 908.39 908.72 908.90 909.00 908.82 908.37 907.841000+001001+001002+001003+001004+001005+001006+001007+001008+001008+50-0.73%-1.05%1.43%0.35%PVI STA=1000+00.00EL=908.30 PVI STA=1003+53.76PVI EL=905.70L=150'K=69.21PVC STA=1002+78.76 EL=906.25 PVT STA=1004+28.76 EL=906.77 LP STA=1003+29.61LP EL=906.06PVI STA=1005+53.05PVI EL=908.56L=100'K=92.63PVC STA=1005+03.05 EL=907.84 PVT STA=1006+03.05 EL=908.73 PVI STA=1007+25.00PVI EL=909.16L=125'K=88.77PVC STA=1006+62.50 EL=908.94 PVT STA=1007+87.50 EL=908.50 HP STA=1006+93.85HP EL=909.00BITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYS&I CASTINGADJUST GATE VALVE BOXS&I SIGN ASSEMBLYIMPERIAL AVENUE S76Save: 2/5/2025 4:27 PM bmitchell Plot: 2/6/2025 4:24 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\COTTG179132_IMPERIAL_PJ.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCOTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015########################REPLACELANDSCAPE PAVEREDGING AND ROCKSEE SHEET 77 IMPERIAL AVENUE CIR S SEE SHEET 74 CAUTIONEXISTINGHIGH-VOLTAGECAUTIONEXISTINGHIGH-VOLTAGEXCEL ENERGYEASEMENT34' B-B D412 CONCRETE CURB & GUTTER (TYP.)CONST. LIMITS (TYP.)ROW (TYP.)IMPERIAL AVE SCONCRETE HYDRANT PADPER DETAIL STR-37 (TYP.)ROAD CENTERLINEALIGNMENTRAW WATER MAINALIGNMENTSTREET GRADES SHOWN IN PROFILESREPRESENT EXISTING CONDITIONS. NEW CURBGRADES SHALL MATCH IN-PLACE GRADES, WITHA MINIMUM LONGITUDINAL GRADE OF 0.5%. THECONTRACTOR SHALL GIVE THE ENGINEER48-HOUR NOTICE PRIOR TO CURB REMOVAL. III IIIIIIIII SSSXC >>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >>>>>>>>>>ST81408154816881828196711771278159712000+1008 00+100900+101000+101183.54+101100+83 00+8400+8500+8600+8700+88 00+300000+3001895900905910915920925930 895900905910915920925930907.8 907.1 906.0 904.4 902.6 900.8 899.7 907.84 907.14 905.99 904.40 902.55 900.80 899.671008+501009+001010+001011+001012+00-3.71%-3.06%-1.05%PVI STA=1010+84.00 EL=901.29 PVI STA=1011+84.00 EL=899.38 PVI STA=1011+42.00PVI EL=899.52L=83'K=30.29PVC STA=1011+00.50 EL=900.79 PVT STA=1011+83.50 EL=899.38 PVI STA=1009+30.00PVI EL=907.00L=150'K=56.56PVC STA=1008+55.00EL=907.79 PVT STA=1010+05.00 EL=904.22 BITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYS&I CASTINGADJUST GATE VALVE BOX71ST STREET S77Save: 2/5/2025 4:27 PM bmitchell Plot: 2/6/2025 4:24 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\COTTG179132_IMPERIAL_PJ.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCOTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015########################SEE SHEET 7671ST STREET SIMPERIAL AVENUE SCONST. LIMITS (TYP.)ROW (TYP.)IDSEN AVENUE S 34' B-B SEE SHEET 78D412 CONCRETE CURB & GUTTER (TYP.)CONCRETE HYDRANT PADPER DETAIL STR-37 (TYP.)STREET GRADES SHOWN IN PROFILESREPRESENT EXISTING CONDITIONS. NEW CURBGRADES SHALL MATCH IN-PLACE GRADES, WITHA MINIMUM LONGITUDINAL GRADE OF 0.5%. THECONTRACTOR SHALL GIVE THE ENGINEER48-HOUR NOTICE PRIOR TO CURB REMOVAL.ROAD CENTERLINEALIGNMENTRAW WATER MAINALIGNMENT 81268140813581548159 IIIIIIIIIIIIIIIIIIIIIIIIIISSSGSECTRLT-BURT-BURXCXCXC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>IIT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURIISSSSS>>>>>>B-5B-600+1011 83.54+1011 00+300000+300100+300200+300300+300400+300500+300600+300700+86 00+8700+8800+8900+9000+9100+9200+9300+94895900905910915920925930895900905910915920925930899.3900.1901.9904.0 905.9 906.7 907.3 908.5 909.3 909.4 909.8 909.7 909.8 910.1 910.2 899.30900.11901.91903.97 905.85 906.68 907.29 908.49 909.31 909.40 909.80 909.74 909.81 910.09 910.213000+003001+003002+003003+003004+003005+003006+003007+001.07%0.25%4.28%1.00%2.23%1.07%0.25%4.28%1.00%2.23%PVI STA=3000+55.00PVI EL=899.88L=70'K=21.80PVC STA=3000+20.00EL=899.50PVT STA=3000+90.00EL=901.37 PVI STA=3002+89.00PVI EL=907.00L=50'K=40.71PVC STA=3002+64.00 EL=906.75 PVT STA=3003+14.00 EL=907.56 PVI STA=3007+06.00PVI EL=910.29L=150'K=486.14PVC STA=3006+31.00 EL=910.10PVI STA=3002+01.00PVI EL=906.12L=70'K=21.35PVC STA=3001+66.00EL=904.63 PVT STA=3002+36.00 EL=906.47 PVI STA=3004+02.00PVI EL=909.52L=100'K=50.54PVC STA=3003+52.00 EL=908.41 PVT STA=3004+52.00 EL=909.65 S&I CASTINGADJUST GATE VALVE BOXBITUMINOUS DRIVEWAY PAVEMENTCONCRETE WALK3" BITUMINOUS TRAILBITUMINOUS PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYBITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYIDSEN AVENUE S78Save: 2/5/2025 4:18 PM bmitchell Plot: 2/6/2025 4:25 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\COTTG179132IDSENPP.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCOTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015########################SEE SHEET 79SEE SHEET 77CONST. LIMITS (TYP.)ROW (TYP.)34' B-B71ST STREET S 70TH STREET S (CSAH 22)70TH STREET S (CSAH 22)IDSEN AVE SWELL NO. 11HIGHLANDS PARKCOMMERCIAL CONCRETEAPRONHIGHLANDS PARKD412 CONCRETE CURB & GUTTER (TYP.) SPLASH PAD AT HIGHLAND PARK ENTRANCECONTRACTOR SHALL MAINTAIN PUBLIC ACCESS TO SPLASH PADAT HIGHLANDS PARK AT ALL TIMES. WORK RESTRICTING ACCESSSHALL BE COORDINATED WITH ENGINEER PRIOR TO WORK BEINGCOMPLETED.STREET GRADES SHOWN IN PROFILESREPRESENT EXISTING CONDITIONS. NEW CURBGRADES SHALL MATCH IN-PLACE GRADES, WITHA MINIMUM LONGITUDINAL GRADE OF 0.5%. THECONTRACTOR SHALL GIVE THE ENGINEER48-HOUR NOTICE PRIOR TO CURB REMOVAL.ROAD CENTERLINEALIGNMENTRAW WATER MAINALIGNMENT 695069266927693569396943694769536934693869446958IIIIIIIIIIIIISSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SIIIISSSSSSTSTSTB-400+300700+300800+300900+301000+301100+301200+301300+301400+301500+3016ST00+9400+9500+96 00+9700+9800+9900+10000+10100+10200+103900905910915920925930935900905910915920925930935910.2910.6910.7911.2911.4911.7 911.9 912.0 912.9 914.2 916.0 917.9 919.8 921.6 923.3 925.3 927.2 929.4 931.2 910.21910.62910.73911.18911.44911.74 911.88 912.03 912.86 914.16 916.00 917.91 919.77 921.61 923.32 925.30 927.23 929.36 931.163007+003008+003009+003010+003011+003012+003013+003014+003015+003016+003.79%0.56%PVT STA=3007+81.00EL=910.70 PVI STA=3011+08.00PVI EL=912.53L=150'K=46.39PVC STA=3010+33.00 EL=912.11 PVT STA=3011+83.00 EL=915.38 3.79%0.56%PVT STA=3007+81.00EL=910.70 PVI STA=3011+08.00PVI EL=912.53L=150'K=46.39PVC STA=3010+33.00 EL=912.11 PVT STA=3011+83.00 EL=915.38 BITUMINOUS DRIVEWAY PAVEMENTCONCRETE WALK3" BITUMINOUS TRAILBITUMINOUS PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYBITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYS&I CASTINGADJUST GATE VALVE BOXIDSEN AVENUE S79Save: 2/5/2025 4:18 PM bmitchell Plot: 2/6/2025 4:25 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\COTTG179132IDSENPP.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCOTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015########################SEE SHEET 78 REPLACELANDSCAPE PAVEREDGING AND MULCHCONST. LIMITS (TYP.)ROW (TYP.)34' B-B IDSEN AVE SD412 CONCRETE CURB & GUTTER (TYP.)SEE SHEET 80 CONCRETE HYDRANT PADPER DETAIL STR-37 (TYP.)STREET GRADES SHOWN IN PROFILESREPRESENT EXISTING CONDITIONS. NEW CURBGRADES SHALL MATCH IN-PLACE GRADES, WITHA MINIMUM LONGITUDINAL GRADE OF 0.5%. THECONTRACTOR SHALL GIVE THE ENGINEER48-HOUR NOTICE PRIOR TO CURB REMOVAL.ROAD CENTERLINEALIGNMENTRAW WATER MAINALIGNMENT 6857680768296885690967996771674367156688671667446772680068286856688469106918692669196927ISSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III>>IIIIIIIIIIIIIIIIISSSSSSTSTSTSTSTB-3B-1700+301600+301700+301800+301900+302000+302100+302200+302300+302400+302500+10300+10400+10500+10600+10700+10800+10900+11000+11100+112930935940945950955960965930935940945950955960965931.2932.9934.8936.8938.7940.5 942.6 944.2 945.2 945.6 946.1 946.7 947.2 948.3 950.1 952.8 955.5 958.2 960.5 931.16932.92934.82936.77938.73940.47 942.57 944.20 945.17 945.57 946.15 946.67 947.25 948.34 950.14 952.78 955.50 958.24 960.463016+003017+003018+003019+003020+003021+003022+003023+003024+003025+003.79%0.97%5.60%3.79%0.97%5.60%PVI STA=3022+62.00PVI EL=947.71L=170'K=36.71PVC STA=3021+77.00 EL=946.89 PVT STA=3023+47.00 EL=952.47PVI STA=3019+58.00PVI EL=944.77L=150'K=53.12PVC STA=3018+83.00EL=941.92 PVT STA=3020+33.00 EL=945.49 PVI STA=3024+83.00PVI EL=960.09L=150'K=89.86PVC STA=3024+08.00 EL=955.89 BITUMINOUS DRIVEWAY PAVEMENTCONCRETE WALK3" BITUMINOUS TRAILBITUMINOUS PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYBITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYS&I CASTINGADJUST GATE VALVE BOXIDSEN AVE80Save: 2/5/2025 4:18 PM bmitchell Plot: 2/6/2025 4:25 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\COTTG179132IDSENPP.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCOTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015########################SEE SHEET 81 SEE SHEET 79 68TH STREE T S CONST. LIMITS (TYP.)ROW (TYP.)34' B-B IDSEN AVE SD412 CONCRETE CURB & GUTTER (TYP.)CONCRETE HYDRANT PADPER DETAIL STR-37 (TYP.)STREET GRADES SHOWN IN PROFILESREPRESENT EXISTING CONDITIONS. NEW CURBGRADES SHALL MATCH IN-PLACE GRADES, WITHA MINIMUM LONGITUDINAL GRADE OF 0.5%. THECONTRACTOR SHALL GIVE THE ENGINEER48-HOUR NOTICE PRIOR TO CURB REMOVAL.ROAD CENTERLINEALIGNMENTRAW WATER MAINALIGNMENT 6604671566876661663165756547654865766632666266886716IIIIIISS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIII>>>>SSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>B-2B-1700+302500+302600+302700+302800+302900+303078.51+303000+11200+11300+11400+11500+11600+117955960965970975980985990995955960965970975980985990995960.5962.8964.8966.7968.6970.7 972.6 974.5 976.4 976.9 977.4 978.1 978.3 960.46962.79964.80966.65968.63970.72 972.56 974.53 976.44 976.86 977.44 978.09 978.293025+003026+003027+003028+003029+003030+003030+783.93%1.10%PVT STA=3025+58.00EL=963.043.93%1.10%PVI STA=3028+97.00 EL=976.36 PVI STA=3030+76.27 EL=978.34 PVT STA=3025+58.00EL=963.04 BITUMINOUS DRIVEWAY PAVEMENTCONCRETE WALK3" BITUMINOUS TRAILBITUMINOUS PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYBITUMINOUS DRIVEWAY PAVEMENT6" CONCRETE PAD, WALK, OR PED RAMP3" BITUMINOUS TRAILBITUMINOUS STREET PAVEMENT6" CONCRETE DRIVEWAY PAVEMENTCONCRETE CURB AND GUTTER TYPE D412PAVINGCONCRETE CURB AND GUTTER TYPE B6181.5" BITUMINOUS MILL AND OVERLAYS&I CASTINGADJUST GATE VALVE BOX63158001628862987999IIIIIIIIIISSS43630 976.09 DCU 18" RCP E 43631 981.21 DCU 72" OFC E 43632 973.96 WED >>>>>>>>>>>>>>>>>>> >SISS00+13500+136IDSEN AVE81Save: 2/5/2025 4:18 PM bmitchell Plot: 2/6/2025 4:25 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\COTTG179132IDSENPP.dwg 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRCOTTG179132I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.PAVING PLANHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEDATELICENSE NO.ABBSBS0feetscale30603015########################65TH STREET S SEE SHEET 80 CONST. LIMITS (TYP.)ROW (TYP.)34' B-B IDSEN AVE SD412 CONCRETE CURB & GUTTER (TYP.)63RD STREET S CONCRETE HYDRANT PADPER DETAIL STR-37 (TYP.)CONCRETE PADSTREET GRADES SHOWN IN PROFILESREPRESENT EXISTING CONDITIONS. NEW CURBGRADES SHALL MATCH IN-PLACE GRADES, WITHA MINIMUM LONGITUDINAL GRADE OF 0.5%. THECONTRACTOR SHALL GIVE THE ENGINEER48-HOUR NOTICE PRIOR TO CURB REMOVAL.ROAD CENTERLINEALIGNMENTRAW WATER MAINALIGNMENT 82Save: 1/30/2025 12:17 PM bmitchell Plot: 2/6/2025 4:26 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132T01.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132TRAFFIC CONTROL PLANTITLE SHEET & TABULATIONHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.GENERAL INFORMATION1.ALL DISTANCES ARE APPROXIMATE.SIGNING1. ALL TEMPORARY SIGNS ARE REQUIRED TO BE CRASHWORTHY PER THE AASHTO MANUAL FOR ASSESSING SAFETYHARDWARE 2016 (MASH-2016). TEMPORARY SIGN STRUCTURES THAT ARE CRASHWORTHY UNDER THE NATIONALCOOPERATIVE HIGHWAY RESEARCH PROGRAM REPORT 350 (NCHRP-350) MAY BE USED PROVIDED THE DEVICESWERE ACQUIRED BY THE CONTRACTOR PRIOR TO DECEMBER 31ST, 2019. THE MINNESOTA TYPE "C" AND "D" BRACED LEG U-CHANNEL (KNEE BRACE) SIGN SUPPORT IS NOT ALLOWED.2. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE FINAL SIGNS TO ASSURE THAT THE FINAL SIGNS ARE PLACED AS NEEDED, OR PROVIDE TEMPORARY SIGNING UNTIL THE FINAL SIGNING IS PLACED.3. WHEN MULTIPLE GROUND MOUNTED SIGN STRUCTURES ARE PLACED ADJACENT TO EACH OTHER THERE SHOULDBE NO MORE THAN 2 POSTS WITHIN 84" OF EACH OTHER. WHEN THIS SPACING CAN NOT BE MAINTAINED, THENSIGN STRUCTURES SHALL BE OFFSET, AND STAGGERED WITH A MINIMUM OF 4' BETWEEN SIGN STRUCTURES.4. WHEN A SIGN OR BARRICADE IS ORIENTED SUCH THAT VISIBILITY TO ROAD USERS INCLUDING BIKES AND PEDESTRIANS IS REDUCED ENOUGH TO CAUSE A HAZARD, DELINEATE THE SIGN/BARRICADE WITH APPROPRIATEDEVICES.5. TEMPORARY SIGNS SHALL BE PLACED SUCH THAT OBSTACLES DO NOT BLOCK THEM FROM BEING VIEWED BYAPPROACHING ROAD USERS. OBSTACLES MAY INCLUDE, BUT ARE NOT LIMITED TO, LIGHT POLES, TREES, SIGNS,AND BUILDINGS.6. TEMPORARY SIGNS SHALL BE PLACED AND ORIENTED APPROXIMATELY AS SHOWN IN THE PLAN, AT RIGHT ANGLESTO DIRECTION OF FACING THE TRAFFIC THEY ARE INTENDED TO SERVE, UNLESS OTHERWISE SPECIFIED.7. LONGITUDINAL DROPOFFS SHALL BE SIGNED AS SHOWN IN THE "MINNESOTA TEMPORARY TRAFFIC CONTROLFIELD MANUAL" PAGES (6K-aj) THRU (6K-al) UNLESS OTHERWISE SPECIFIED IN THESE PLANS.8. AFTER REMOVAL OF SIGN AND/OR SIGN BASE, BACK FILL, COMPACT, AND LEVEL SOIL TO MATCH SURROUNDINGSOIL."R" SERIESSIGNSIGN NO.COLORSIZE (IN.)R11-2M48 X 30BLACK ONWHITE"W" SERIESSIGNSIGN NO.COLORSIZE (IN.)W20-236 X 36BLACK ONORANGEW20-136 X 36BLACK ONORANGE"M" SERIESSIGNSIGN NO.COLORSIZE (IN.)M4-824 X 12BLACK ONORANGEM4-10(R, L)48 X 18LEGENDWORK AREASIGN ASSEMBLYBARRICADE ASSEMBLYTRAFFIC FLOW ARROWCHANNELIZING DEVICE (25' SPACING)PEDESTRIAN CHANNELIZER"G" SERIESSIGNSIGN NO.COLORSIZE (IN.)R11-460 X 30BLACK ONWHITEW20-336 X 36BLACK ONORANGEW16-2P30 X 24BLACK ONORANGEM1-6M24 X 24WHITE &YELLOWON BLUEBLACK ONORANGEG20-X172 X 60BLACK ONORANGEM3-224 X 12WHITE ONBLUEM3-224 X 12WHITE ONBLUEM4-8a24 X 18BLACK ONORANGEM5-1(R, L)21 X 15BLACK ONORANGEM5-321 X 15BLACK ONORANGEM6-1(R, L)21 X 15BLACK ONORANGEM6-2(R)21 X 15BLACK ONORANGEM6-321 X 15BLACK ONORANGECONSTRUCTION INFORMATION SIGNING1. THE CONTRACTOR SHALL USE CONSTRUCTION INFORMATION SIGNING AS SHOWN IN THE PLAN WHICH ARE TO BEUSED AS FOLLOWS:PLACE THE G20-X1 ADVANCE CLOSURE NOTICE SIGN(S) 7 DAYS PRIOR TO THE PLANNED CLOSURE DATE.R3-8AA36 X 30BLACK ONWHITE"WZ" SERIESSIGNSIGN NO.COLORSIZE (IN.)WZ-132 X 9BLACK ONORANGEM4-9M(L)30 X 24BLACK ONORANGEM4-9M(ATL)30 X 24BLACK ONORANGEM4-9M(R45)30 X 24BLACK ONORANGEM4-9M(T)30 X 24BLACK ONORANGE 83Save: 1/30/2025 12:17 PM bmitchell Plot: 2/6/2025 4:26 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132T01.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.TRAFFIC CONTROL PLANSIGN PLACEMENT DETAIL 70TH STREET S (CSAH 22) (50 MPH)INWOOD AVE S (40 MPH)65TH ST S (40 MPH)HINTON AVE S (CSAH 13) (45 MPH) IDSEN AVE S 600'600'600'600'600'GSSS SSS S SSSSSS SSSSSSSSSSSSSS SSSSSSSSB-1B-2B-3B-4B-5B-6B-17HH68TH ST S600'600'600'600'84Save: 1/30/2025 12:17 PM bmitchell Plot: 2/6/2025 4:26 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132T01.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofR COTTG179132HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.0feetscale0feetscale0feetscale100200100500feetscale0feetscale0feetscale250500250125INSET BINNSDALE AVE SSEE INSET B FORDETAILED TRAFFICCONTROLLEGENDWORK AREASIGN ASSEMBLYBARRICADE ASSEMBLYTRAFFIC FLOW ARROWCHANNELIZING DEVICE (25' SPACING)APPLY MINNESOTA TEMPORARYTRAFFIC CONTROL FIELD MANUAL LAYOUT 32TRAFFIC CONTROL PLANDETOUR PLAN - PHASE 170TH STREET S(CSAH 22)(50 MPH)INSET A70TH STREET S(CSAH 22)(50 MPH)IDEAL AVE S H O M E S T E A D A V E S INPLACEINPLACESEE INSET A FORDETAILED TRAFFICCONTROL 70TH STREET S (CSAH 22) (50 MPH)INWOOD AVE S (40 MPH)65TH ST S (40 MPH)HINTON AVE S (CSAH 13) (45 MPH) ID S E N A V E SG SSS SSS S SSSSSS SSSSSSSSSSSSSS SSSSSSSSB-1B-2B-3B-4B-5B-6B-17HH68TH ST SSSSSB-2HH00 00+114 00+115 00+116 00+117 85Save: 1/30/2025 12:34 PM bmitchell Plot: 2/6/2025 4:27 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132T02.dwgABBSBS 88 COTTG179132HIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.0feetscale0feetscale0feetscale250500250125IDSEN AVE S65TH ST S(40 MPH)SEE INSET A FORDETAILED TRAFFICCONTROLINPLACETRAFFIC CONTROL PLANDETOUR PLAN - PHASE 2PEDESTRIANCHANNELIZER3 BARRICADES3 BARRICADES3 BARRICADESLEGENDWORK AREASIGN ASSEMBLYBARRICADE ASSEMBLYTRAFFIC FLOW ARROWCHANNELIZING DEVICE (25' SPACING)PEDESTRIAN CHANNELIZERPEDESTRIAN DETOUR0feetscale10020010050Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofRINSET AIDSEN AVE S © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distr © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airb 86Save: 2/5/2025 4:20 PM bmitchell Plot: 2/6/2025 4:27 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\CG179132TC.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectPlan Revision IssueRev.#DescriptionDateSheet Revision IssueofR COTTG179132TRAFFIC CONTROL PLANPARKS & TRAILSHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.0feetscale0feetscale0feetscale300600300150PROTECT/ DO NOT DISTURBBALLFIELDPARK HIGHSCOOLPINE TREE VALLEY PARK70TH STREET S (CSAH 22)IDEAL AVENUE STRAIL CLOSEDROAD CLOSEDSPLASH PADAT HIGHLANDSPARKINDIAN B L V D S 80TH STREET S 65TH STREET S IDEAL AVENUE SINWOOD AVENUE SIDSEN AVENUE S68TH STREET S 80TH STREET S HIGHLANDSPARK1SEE SHEET 85 FOR 65TH STREET DETOUR2SEE SHEET 84 FOR 70TH STREET DETOURHINTON AVENUE SHINTON AVENUE S70TH STREET S (CSAH 22)276TH S T R E E T S 345ROAD CLOSED TO THRU TRAFFIC (TYPE III)ROAD CLOSED AHEADTRAIL CLOSED (TYPE II)3133INNSDALE AVENUE SIMPERIAL AVENUE S71ST STREET S5 455555PINE TREE POND PARK555IRVIN AVENUE SIRISH AVENUE SIRISH AVENUE S 3IMPERIAL AVENUE S481ST STREET S 5ISLETON AVENUE S555444 IIIIIIIIIIIIIIIIIT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURT-BURFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BUR>>>>>>>>>>>>>>>>>>>>FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BUR1+002+001+002+00COCOCOCOCO>>>>>>>>>>>>>>>>>>>>>>>>>>900905901902903904906907908908909910909RIM. 908.05INV. 899.54RIM. 908.12INV. 897.6487Save: 2/5/2025 4:26 PM bmitchell Plot: 2/6/2025 4:28 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\TREATMENT POND EXHIBIT.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectPlan Revision IssueRev.#DescriptionDateSheet Revision IssueofRCOTTG179132SAND BENCH WATER FILTRATIONPLAN & TYPICAL SECTIONHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.0feetscale20402010SECTION A SECTION B 6" SCHEDULE 40 PVC@0.50%20'EXISTING SLOPE(VARIES)1:5UNDISTURBED AND UNCOMPACTED SUBGRADE6" PERFORATED SCH 40 PVC DRAIN TILE W/ FILTERSOCK. ELEVATE BOTTOM OF DRAIN TILE ABOVE THEBOTTOM OF DRAINAGE LAYERELEV. 903.45 = TOP OF FILTER SANDMINIMUM 2' DEPTHFILTRATION TYPICAL SECTIONN.T.S.PLACE 6" SALVAGED TOPSOIL(TOP-DRESSED WITH IMPORTED TOPSOIL AS DIRECTED)PLACE SEED MIX 33-261 ON SIDES OF FILTRATION BASINEROSION CONTROL BLANKET CATEGORY 302'9' TYPNORTHSOUTHIMPERVIOUS LINER(MIN. 30 MM)15' TYPF&I STORM SEWERMANHOLE PER DETAIL STO-3(BUILD MH OVER EXIST. 12" RCP)T.C. = 906.5EXIST. 12" RCP INV. = 900.5 (N&S)6" PVC, SCH 40 INV. = 901.0 (NE)12" RCP70TH STREET (CSAH 22)15' WIDE SAND BENCH(SEE SHEET 88 FOR CROSS SECTIONS)CLEAR AND GRUB (TYP.)EXISTING PONDNWL = 901.356" PERFORATED SCH 40 PVCDRAIN TILE WITH FILTER SOCKMATCH EXISTINGROW (TYP.)NWL = 901.35STA. 1+00 FOR CROSSSECTIONS A&B6" GATE VALVE & BOXSILT FENCECONST. LIMITS (TYP.)600' TO IDSEN AVENUE(FOR PROJECT LOCATION PURPOSES ONLY) 895900905910915920925895900905910915920925901.5 910.0 908.4 901.49 910.00 908.440+501+002+002+500.00%TOP OF BENCHSTA. 1+11.65ELEV. 903.452' DEPTH895900905910915920925895900905910915920925901.5 910.0 908.4 901.49 910.00 908.440+501+002+002+500.00%TOP OF BENCHSTA. 1+11.65ELEV. 903.452' DEPTH895900905910915920895900905910915920901.2 909.2 907.7 901.19 909.17 907.680+751+002+002+500.00%TOP OF BENCHSTA. 1+15.53ELEV. 903.452' DEPTH895900905910915920895900905910915920901.2 909.2 907.7 901.19 909.17 907.680+751+002+002+500.00%TOP OF BENCHSTA. 1+15.53ELEV. 903.452' DEPTH88Save: 2/5/2025 4:26 PM bmitchell Plot: 2/6/2025 4:29 PM X:\AE\C\COTTG\179132\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\TREATMENT POND EXHIBIT.dwgABBSBS 88Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectPlan Revision IssueRev.#DescriptionDateSheet Revision IssueofR COTTG179132SAND BENCH WATER FILTRATIONCROSS SECTION A & BHIGH ZONE RAW WATER MAINCOTTAGE GROVE, MINNESOTA4091302.19.2025CHAD E SETTERHOLM, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.SECTION ASECTION BEXISTING SURFACE PROFILEPROPOSED SURFACE PROFILEEXISTING SURFACE PROFILEPROPOSED SURFACE PROFILE1:51:5GRADING GRADE(0.5' BELOW FINISH GRADE)GRADING GRADE(0.5' BELOW FINISH GRADE)(END AREA = 142 SF)(END AREA = 130 SF)136 SF X 180 LF24,480 CF27COMMON EX.907 CY (P)2400 SF X 2 VF 4800 CF27FILTER SAND178 CY (P)(AVERAGE END AREA)(160' SAND BENCH + 20' TAPERS)(160' (L) X 15' (W))(DEPTH)STA 1+00 = EDGE OF PONDSTA 1+00 = EDGE OF POND 1 City Council Action Request 7.T. Meeting Date 2/19/2025 Department Public Works Agenda Category Action Item Title Low Zone Treatment Plant and Utility/Engineering Building Fiber Optic Cable Project – Change Order #1 and Final Payment Staff Recommendation 1) Approve Change Order #1 in the amount of $1,100. 2) Adopt resolution 2025-017 approving the final payment for the Low Zone Treatment Plant and Utility/Engineering Building Project to Castrejon Inc. in the amount of $68,504.70. Budget Implication $68,504.70 will be split 2/3 from 3M Settlement Funds, 1/3 Utility Funds. Attachments 1. 1_2025-02-19 LZWTP-UEB Fiber Project CO#1 & Final Payment 2. 2_Final Payment Fiber Project Resolution 2025-02-19 3. 3_Change Order #1 Final 4. 4_Final Payment Application To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Ryan Burfeind, P.E., Public Works Director Date:February 13, 2025 Re:Low Zone Treatment Plant and Utility/Engineering Building Fiber Optic Cable Project – Change Order #1 and Final Payment Background An extension of the City’s fiber optic cable has been installed to serve the new City facilities at Ideal Avenue South and 110th Street South. Both the Low Zone Water Treatment Plant and the Utility and Engineering building are served with this fiber optic cable that provides data and telecommunications connectivity. Discussion The Low Zone Treatment Plant and Utility/Engineering Building Project work is completed. The initial contract amount was $200,671.20. During the project, pulling fiber an additional 180-feet inside the building to the data center/server room was added to the work scope. The cost of the additional work is $1,100, which results in a revised contract amount of $201,771.20. The final construction cost of the project equals the revised contract amount of $201,771.20. The final payment amount, with the inclusion of the change order, is $68,504.70. Recommendation It is recommended that the City Council: 1. Approve Change Order #1 in the amount of $1,100; and, 2. Adopt resolution 2025-017 approving the final payment for the Low Zone Treatment Plant and Utility/Engineering Building Project to Castrejon Inc. in the amount of $68,504.70. CITY OF COTTAGE GROVE CITY COUNCIL RESOLUTION NO. 2025-017 RESOLUTION APPROVING THE FINAL PAYMENT IN THE AMOUNT OF $68,504.70 TO CASTREJON INC. FOR THE LOW ZONE TREATMENT PLANT AND UTILITY/ENGINEERING BUILDING FIBER OPTIC PROJECT WHEREAS, the Public Works Director has certified that work has been satisfactorily completed; and, WHEREAS, the original total contract amount was $200,671.20. A change order was included with this project, in the amount of $1,100. The revised total contract amount was $201,771.20. The final construction cost was $201,771.20, which is equal to the contract amount; and, WHEREAS, the project has been satisfactorily completed in accordance with the contract plans and specifications. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that $68,504.70 is paid to Castrejon Inc. for the final payment for the Low Zone Treatment Plant and Utility/Engineering Building Fiber Optic Project. Passed this 19th day of February 2025. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk City of Cottage Grove CONTRACT:Low Zone Treatment Plant and Utility/Engineering Bldg. Fiber Optic DATE OF CONTRACT: This change order includes the addition of pulling the Fiber an additional 180' into the the building data center. Item Unit Total Cost ISP $1,100.00 Completion Date By By By Date Date Date EJCDC C-941 Change Order Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Associated General Contractors of America. Engineer (Authorized Signature)Owner (Authorized Signature)Contractor (Authorized Signature) Contract Times Prior to this Change Order RECOMMENDED:ACCEPTED: days Net Increase (decrease) of this Change Order days Contract Time with all approved Change Orders Substantial Completion: 180' Net Increase of this Change Order Contract Price with all approved Change Orders $1,100.00 1 Contract Price prior to this Change Order CHANGE IN CONTRACT TIMES: CHANGE ORDER PROJECT:Low Zone Treatment Plant and Utility/Engineering Bldg. Fiber Optic DATE OF ISSUANCE:December 18, 2024 EFFECTIVE DATE: No. 1 OWNER OWNER'S Contract No. CONTRACTOR ENGINEER'S PROJECT NO.: Net change from previous Change Orders Original Contract Times: Substantial Completion: Ready for final payment: Net change from previous Change Orders Castrejon Inc.202343 The Contract Documents are modified as follows upon execution of this change order. Purpose of Change Order: The following bid item will be added to the project by this change order. The purpose of this change order is to add inside plant work to the scope of the project. Bid Item #Estimated Quantity Attachments: (list documents supporting change):See attached email from contractor providing listed unit price. Ready for final payment: Substantial Completion: CHANGE IN CONTRACT PRICE: Original Contract Price May 2nd, 2024 $200,671.20 $0.00 $200,671.20 0 Description: N/A December 17, 2024 December 17, 2024 $201,771.20 Ready for final payment: Doug Heider Frank Olson ACCEPTED: Change Order Form 00 63 63 100.0%5.00%By: TIM HICKEYDated 1/16/2025Mi-Tech Services, Inc.By: Doug HeiderDated 1/16/2025PROJECT MANAGERBy:DatedOWNER5. Percent project complete (E = D/C X 100)6. Materials in storage not installed (F)7. Subtotal (G = D + F)8. Less Retainage (H = 5.0% X G) 1. Original Contract price (A)2. Net change orders approved to date (B)3. Revised Contract amount (C = A+ B)4. Total value of Work completed to date (D)$0.00$201,771.20$133,266.50$68,504.709. Subtotal (I = G - H)10. Less previous applications for payment11. Amount due this application (K = I - J) (J = I from previous application if applicable)CASTREJON INCCity of Cottage GroveCONTRACTORAPPROVED BY:Payment of the AMOUNT DUE THIS APPLICATION is recommended.Application for Payment No. 2 & Final City of Cottage Grove Project No. 202343for Work Completed Through: Project Name: Low Zone Treatment Plant and Utility/Engineering Bldg. Fiber Optic CCONTRACTOR'S Certification:obligations of CONTRACTOR incurred in connection with work covered by prior Applications for Payment number 1 through 2 inclusive; and (2) title to all materials and incorporated in said Work or otherwiselisted in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances (except as covered by Bond acceptable to OWNER).$0.00$200,671.20$1,100.00$201,771.20$201,771.20The undersigned CONTRACTOR certifies that (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all$201,771.20Application for Payment00 62 76-1 Date:1-16-25Pay Application Number :2CONTRACTOR'S SCHEDULE FEESITEM ESTIMATED UNIT ESTIMATEDNO. ITEM DESCRIPTIONUNITQUANTITY PRICE TOTAL COST UNITS EXTENSION UNITS EXTENSION UNITS EXTENSION1 MOBILIZATION LS 1 $2,000.00 2,000.00$ $0.00 1.00 $2,000.00 1 $2,000.002 Directional Bore LF 11,600 $12.00 139,200.00$ 2,720.00 $32,640.00 8,880.00 $106,560.00 11600 $139,200.003 PULL FIBER THROUGH NEW DUCT LF 11,600 $1.00 11,600.00$ 11,600.00 $11,600.00 - $0.00 11600 $11,600.004 1.5" HDPE LF 11,200 $0.60 6,720.00$ 2,735.00 $1,641.00 8,465.00 $5,079.00 11200 $6,720.005 1.25" HDPE LF 2,184 $0.55 1,201.20$ 1,134.00 $623.70 1,050.00 $577.50 2184 $1,201.206 1 EA 4" HDPE LF 400 $5.00 2,000.00$ 400.00 $2,000.00 - $0.00 400 $2,000.007 4" HDPE LF 656 $5.00 3,280.00$ (14.00) -$70.00 670.00 $3,350.00 656 $3,280.008 24"X36"X24" HANDHOLE EA 8 $1,610.00 12,880.00$ 2.00 $3,220.00 6.00 $9,660.00 8 $12,880.009 30"X48"X36" SPLIT LID HANDHOLE EA 2 $2,100.00 4,200.00$ $0.00 2.00 $4,200.00 2 $4,200.0010POLY DOME LOCATABLE MARKER POST AND TEST STATIONEA 8 $150.00 1,200.00$ $0.00 8.00 $1,200.00 8 $1,200.0011 8' GROUND ROD EA 10 $80.00 800.00$ 2.00 $160.00 8.00 $640.00 10 $800.0012 48F SM FIBER OPTIC CABLE LF 12,500 $0.78 9,750.00$ 12,500.00 $9,750.00 - $0.00 12500 $9,750.0013 SPLICE AND TESTING LS 48 $80.00 3,840.00$ 48.00 $3,840.00 - $0.00 48 $3,840.0014 SITE RESTORATION LS 1 $2,000.00 2,000.00$ 1.00 $2,000.00 - $0.00 1 $2,000.00200,671.20$ $67,404.70 $133,266.50 $200,671.20ITEMNO ITEM DESCRIPTION UNITSQUANTITY PRICE TOTAL COST UNITS EXTENSION UNITS EXTENSION UNITS EXTENSION1 Change Order 1 1 $1,100.00 $1,100.00 1 $1,100.00 $0.00 $0.00TOTAL CHANGE ORDERS $1,100.00 $1,100.00 $0.00 $0.00TOTAL PROJECT 201,771.20$ $68,504.70 $133,266.50 $200,671.20BUDGET TO ACTUAL DETAIL REPORTTOTALPREVIOUS PERIODTHIS PERIODCONTRACTOR'S NAME: Castrejon Incorporated.City of Cottage Grove Project No. 202343WORK COMPLETED TOTAL COMPLETE TO DATEPROJECT NAME: Low Zone Treatment Plant and Utility/Engineering Bldg. Fiber Optic CContractor's Schedule of Values THIS PERIOD PREVIOUS PERIODWORK COMPLETEDSITE WORKTOTAL PROJECT Original Contract PriceCOMPLETED 1 City Council Action Request 7.U. Meeting Date 2/19/2025 Department Public Works Agenda Category Action Item Title Ravine Parkway - 85th Street to Keats Ave - Authorization of Feasibility Report Staff Recommendation Adopt Resolution 2025-023 authorizing the preparation of a feasibility report for Ravine Parkway from 85th Street to Keats Ave. Budget Implication None Attachments 1. 1. Ravine Parkway 85th Street-Keats Ave Authorize FR Memo 2. 2. Ravine Parkway 85th Street-Keats Ave FR Resolution To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Ryan Burfeind, PE, Public Works Director Date:February 13, 2025 Re:Ravine Parkway – 85th Street to Keats Ave – Authorization of Feasibility Report Background At the Strategic Planning Workshop on January 25, 2025, East Ravine Neighborhood 2, east of Keats Avenue, was discussed. With strong development interest, part of the workshop discussion was around financial planning for the necessary infrastructure to support development in this area of the City. The East Ravine Master Plan calls for the continuation of Ravine Parkway east of Keats Avenue, eventually connecting where the road currently ends at Keats Avenue and 85th Street. This corridor will include a large 140’ right-of-way, allowing for large boulevard areas, and a buffer between the trail and private property. Both the boulevard and buffer areas would include trees, which add to the “parkway” feel. Finally, landscaped medians would be included as the parkway approaches Keats Ave, 70th Street, and 80th Street. Below is a street cross section that is included in the East Ravine Master Plan, for the section of roadway from that runs from City Hall and continuing across the Tank and Goebel properties. Honorable Mayor, City Council, and Jennifer Levitt Ravine Parkway – 85th Street to Keats Ave – Authorization of Feasibility Report February 13, 2025 Page 2 Similar to the sections of roadway built in 2018 and 2019, it will be necessary to follow the Chapter 429 assessment process for the section of Ravine Parkway on the east side of Keats Avenue. Ravine Parkway will serve as the primary collector roadway for all of these neighborhoods, so it will need to be funded as such. To ensure all benefiting properties share in the funding, a feasibility study will need to be completed that will determine assessments on a per acre basis. This will allow assessment amounts to be determined for the existing properties, which would be deferred until the time of sale for development. This means that the current land use can continue, and the assessments are deferred with no interest until development occurs. This same deferred assessment process was used for Ravine Parkway in 2018 and 2019, along with Hadley Avenue in 2016 and 2021. To ensure the City is prepared for development of the Tank property, it is recommended that a feasibility report be authorized and completed in 2025. Authorization of this feasibility report would be brought to the City Council at a meeting in February. At this time, it is recommended to authorize a feasibility report for the section of Ravine Parkway from 85th Street to Keats Ave. Discussion Feasibility Report: The next step in the project development process is the preparation of a feasibility report. It is recommended that the feasibility report be ordered at this time to deter- mine the physical and economic feasibility of providing the necessary public improvements. Recommendation It is recommended the City Council adopt Resolution 2025-023 authorizing the preparation of a feasibility report for Ravine Parkway from 85th Street to Keats Ave. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2025-023 RESOLUTION AUTHORIZING THE PREPARATION OF A FEASIBILITY REPORT FOR RAVINE PARKWAY FROM 85TH STREET TO KEATS AVE WHEREAS, based upon the City Council’s strategic planning direction and pending development, the next step in the development process is the preparation of a feasibility report; and WHEREAS, it is recommended at this time to determine the physical and economic feasibility of providing the necessary public improvements; and WHEREAS, the City desires to assess the cost of said improvements to all benefitted properties. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that a feasibility report for Ravine Parkway from 85th Street to Keats Ave be authorized. Passed this 19th day of February 2025. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.V. Meeting Date 2/19/2025 Department Public Works Agenda Category Action Item Title 2025 Pavement Management - Approve Plans & Specs and Authorize Bidding Staff Recommendation Adopt Resolution 2025-021 approving the plans and specifications and authorize bidding for the 2025 Pavement Management Project. Budget Implication $3,629,326.32 - Assessments, Utility Funds, General Levy Attachments 1. 2025 PM Approve P&S Establish Bid Date CC Memo 2. 2025 PM Approve P&S Establish Bid Date Resolution 3. 2025 PM Plans & Specs To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Crystal Raleigh, PE, Assistant City Engineer Date: February 12, 2025 Re: 2025 Pavement Management – Approve Plans & Specifications and Authorizing Bidding Background On August 21, 2024, the City Council authorized a feasibility report for the 2025 Pavement Management Project as outlined in the Capital Improvement Plan , which was discussed at a Council Workshop on August 7, 2024, and ultimately approved at the December 4, 2024 City Council Meeting. Feasibility Reports allow staff to review areas in further detail to better under- stand the current state, needs, and economic feasibility of the proposed areas. The 10-year pavement management plan identified the following areas to be included in the 2025 Pavement Management project: • Hidden Valley Neighborhood 1st through 11th Additions: Streets include 73rd Street South from Hardwood Avenue to Hidden Valley Lane South, Hidden Valley Lane South from Hidden Valley Court South to Hidden Valley Trail South, Hidden Valley Trail South from Hidden Valley Lane South to Hidden Valley Court South, Hidden Valley Pond South, Hidden Valley Cove South, 72nd Street Court South, 72nd Street South from Hidden Valley Trail South to Hinton Avenue South, Hidden Valley Terrace South, Hidden Valley Ridge South, Hidden Valley Hollow South, Hidden Valley Court South, 74th Street South from Hidden Valley Trail South to Hinton Avenue South. The Hidden Valley roadways listed above are 19-38 years old. They were recently examined in a variety of ways to determine their condition as part of the Feasibility Report process. Pavement cores were drilled and extracted in selected areas to analyze bituminous and aggregate thickness and the structural condition of the pavement section. In a 2024 visual inspection of Hidden Valley, the roadways showed cracking, stripping, raveling of previous seal coat, and failure of the thin overlay that is now 7 years old . The pavement cores showed asphalt stripping and severe degradation. The defects noted on road surfaces would typ- ically reflect through within a year if a mill and overlay project were completed at this time. The curbs and gutters are in relatively good condition with approximately 23 percent of curb requiring replacement. Honorable Mayor, City Council, and Jennifer Levitt 2025 Pavement Management – Approve Plans & Specifications and Authorizing Bidding February 12, 2025 Page 2 of 3 As with previous pavement management projects, utilities within the project limits were examined for necessary maintenance. Overall, the utilities were found to be in good condition, but some maintenance work is required. The top sections of sanitary and storm manhole structures will be upgraded to meet current City standards, corroded valves will be replaced as necessary, hydrants will be reconditioned and repainted as necessary, and concrete hydrant pads will be installed. Two pressure reducing valves (PRVs) within the neighborhood are proposed to be replaced. Additionally, the condition of street light infrastructure was evaluated, and some improvements are proposed. A special benefit appraisal was completed in accordance with the City’s policy for those properties with direct access to the streets included in the project area. The Feasibility Report was approved, and the preparation of plans and specifications was authorized by the City Council on December 4, 2024. A neighborhood meeting was held on December 10, 2024 to discuss the various im- provements proposed, the findings of the special benefit appraisal, and the proposed assess - ments. The Public Hearing for the project was held on December 18, 2024, and the project was ordered. Discussion Summary of Road and Infrastructure Improvements: The rehabilitation method proposed for the residential roadways in the Hidden Valley neighborhood is to remove the existing asphalt surface and replace it with a new surface. This new surface will consist of two lifts of bituminous totaling 3.5 inches of pavement. Spot curb replacement throughout the area will also be completed with older streets undergoing more significant curb replacement. Finally, minor utility improve - ments for sanitary sewer, water, stormwater, and lighting systems will also be included. The total estimated project cost of road and infrastructure improvements for the neighborhood is $3,629,326.32. Assessments for this project will be based on the “Infrastructure Maintenance Task Force Special Assessment Policy for Public Improvements,” dated September 30, 2005, revised October 31, 2023. The assessment policy states that mill and overlay projects are considered minor mainte - nance and are therefore not assessable. The feasibility report recommends that all properties adjacent to the Hidden Valley project be assessed. The policy allows 45 percent of adjacent costs to be assessed to residential properties. The proposed assessment for the improvements listed above is estimated at $6,329.73 per resi- dential building lot equivalent (RBLE). The special benefit appraisal that was completed showed a benefit of $7,400 per residential unit, which supports the proposed assessment. Plans and Specifications: Plans and specifications have been prepared in accordance with City standards and specifications. The engineer’s estimate for the construction of the improvements included in the base bid is $3,100,000. The costs of the bid items outlined for the specific improve- ments correspond with the feasibility report. Bidding: City staff recommends that the Council authorize bidding of the project. A bid date will be set by staff. Honorable Mayor, City Council, and Jennifer Levitt 2025 Pavement Management – Approve Plans & Specifications and Authorizing Bidding February 12, 2025 Page 3 of 3 Recommendation It is recommended the City Council adopt Resolution 2025-021 approving the plans and specifi- cations and authorizing bidding for the 2025 Pavement Management Project. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2025-021 RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS AND AUTHORIZING BIDDING FOR THE 2025 PAVEMENT MANAGEMENT PROJECT WHEREAS, plans and specifications have been prepared in accordance with the City Standards and Specifications for the 2025 Pavement Management Project; and WHEREAS, a bid date will be set by City staff; and WHEREAS, the City Engineer has presented such plans and specifications to the City Council for approval. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, approves the plans and specifications and authorizes bidding for the 2025 Pavement Management Project. Passed this 19th day of February 2025. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 100th St. PROJECT AREA CITY HALLHadley Ave.65th St. 70th St. 80th St.Jamaica Ave.St a t e H i g h w a y s 1 0 & 6 1 Jamaica Ave.90th St.Keats Ave.Kimbro Ave.Hinton Ave.SHEET NO.DESCRIPTION G0.01 TITLE SHEET G0.02 LEGEND G2.01 LOCATION PLAN C1.01 TYPICAL SECTION DETAIL C1.03 - C1.08 MNDOT PEDESTRIAN CURB RAMP DETAILS C1.09 - C1.13 STANDARD DETAIL PLATES C1.14 SIGNAL CABINET ELECTRICAL DETAIL C1.15 - C1.16 PRV STATION REHABILITATION DETAILS C2.01 EROSION CONTROL PLAN C2.02 - C2.04 STORMWATER POLLUTION PREVENTION PLAN C3.01 PARK IMPROVEMENTS C3.02 TRAIL IMPROVEMENTS C4.01 - C4.04 SANITARY SEWER & WATERMAIN IMPROVEMENTS C5.01 - C5.04 STORM SEWER IMPROVEMENTS C6.01 - C6.14 STREET IMPROVEMENTS C6.15 - C6.23 INTERSECTION DETAILS C7.01 - C7.02 SIGNAGE PLAN E1.01 - E1.02 STREET LIGHTING S1.01 SHADE STRUCTURE THIS PLAN SET CONTAINS 61 SHEETS. MAP OF THE CITY OF COTTAGE GROVE WASHINGTON COUNTY, MN R PROJECT CONTROL NOTES: 1.ALL COORDINATES ARE WASHINGTON COUNTY COORDINATE SYSTEM 2.HORIZONTAL COORDINATES ARE BASED ON GEODETIC POSITION NAD83, 1986 ADJUSTMENT 3.VERTICAL ELEVATIONS ARE BASED ON MNDOT NAVD 88 MYRON BAILEY DAVID THIEDE MONIQUE GARZA JUSTIN OLSEN DAVID CLAUSEN JENNIFER LEVITT RYAN BURFEIND KORINE LAND MAYOR COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER CITY ADMINISTRATOR DIRECTOR OF PUBLIC WORKS ATTORNEY G0.01 TITLE SHEET FEETSCALE 0 2000 4000 HORZ. SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777G001.dwg 2/12/2025 1:06:48 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R SHEET INDEX 2025 PAVEMENT MANAGEMENT PROJECT HIDDEN VALLEY NEIGHBORHOOD CONCRETE GRAVEL HATCH PATTERNS GRADING INFORMATION 952 950 952 950 1:4 BITUMINOUS F F F F E E E E G G G G XXXXXXSTORM SEWER RECTANGULAR CASTING STORM SEWER CIRCULAR CASTING STORM SEWER FLARED END / APRON CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER WATER BEND PROPOSED TOPOGRAPHIC SYMBOLS CLEANOUT LIFT STATION RIP RAP OE OE OE OE C C C C DRAINAGE FLOW ABBREVIATIONS A ALGEBRAIC DIFFERENCE ADJ ADJUST ALT ALTERNATE B-B BACK TO BACK BIT BITUMINOUS BLDG BUILDING BMP BEST MANAGEMENT PRACTICE BR BEGIN RADIUS BV BUTTERFLY VALVE CB CATCH BASIN C&G CURB AND GUTTER CIP CAST IRON PIPE CIPP CURED-IN-PLACE PIPE CL CENTER LINE CL.CLASS CLVT CULVERT CMP CORRUGATED METAL PIPE C.O.CHANGE ORDER COMM COMMUNICATION CON CONCRETE CSP CORRUGATED STEEL PIPE DIA DIAMETER DIP DUCTILE IRON PIPE DWY DRIVEWAY E EXTERNAL CURVE DISTANCE ELEC ELECTRIC ELEV ELEVATION EOF EMERGENCY OVERFLOW ER END RADIUS ESMT EASEMENT EX EXISTING FES FLARED END SECTION F-F FACE TO FACE FF FINISHED FLOOR F&I FURNISH AND INSTALL FM FORCEMAIN FO FIBER OPTIC F.O.FIELD ORDER GRAN GRANULAR GRAV GRAVEL GU GUTTER GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HH HANDHOLE HP HIGH POINT HWL HIGH WATER LEVEL HYD HYDRANT I INVERT K CURVE COEFFICIENT L LENGTH LO LOWEST OPENING LP LOW POINT LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM MR MID RADIUS NIC NOT IN CONTRACT NMC NON-METALLIC CONDUIT NTS NOT TO SCALE NWL NORMAL WATER LEVEL OHW ORDINARY HIGH WATER LEVEL PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PE PERMANENT EASEMENT PED PEDESTRIAN, PEDESTAL PERF PERFORATED PIPE PERM PERMANENT PI POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVMT PAVEMENT R RADIUS R/W RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE RET RETAINING RSC RIGID STEEL CONDUIT RT RIGHT SAN SANITARY SEWER SCH SCHEDULE SERV SERVICE SHLD SHOULDER STA STATION STD STANDARD STM STORM SEWER TC TOP OF CURB TE TEMPORARY EASEMENT TEMP TEMPORARY TNH TOP NUT HYDRANT TP TOP OF PIPE TYP TYPICAL VCP VITRIFIED CLAY PIPE VERT VERTICAL VPC VERTICAL POINT OF CURVE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENT WM WATERMAIN AC ACRES CF CUBIC FEET CV COMPACTED VOLUME CY CUBIC YARD EA EACH EV EXCAVATED VOLUME LB POUND LF LINEAR FEET LS LUMP SUM LV LOOSE VOLUME SF SQUARE FEET SV STOCKPILE VOLUME SY SQUARE YARD UNDERGROUND FIBER OPTIC UNDERGROUND ELECTRIC UNDERGROUND GAS UNDERGROUND COMMUNICATION OVERHEAD ELECTRIC OVERHEAD COMMUNICATION OVERHEAD UTILITY 953.53 EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROJECT LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) OC OC OC OC OU OU OU OU STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE STA:5+67.19 980.87 NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". UTILITIES IDENTIFIED WITH A QUALITY LEVEL : LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL EXAMPLE: UNDERGROUND GAS, QUALITY LEVEL A UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-22. UTILITY QUALITY LEVELS: QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, CONSTRUCTION PLANS, ETC. QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND-HOLES, UTILITY VALVES AND METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES. QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS. QUALITY LEVEL A: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND PROFILE INFORMATION. G-A G-A EXISTING UTILITY LINES l l l l l l l l l l >>>>> >>>>>>>>>>>>>>>>>>>> >>>>>>>> l l l l l l l l l l l l l l l l l l PROPOSED UTILITY LINES >>>>> >>>>>>>>>>>> BENCHMARK LOCATION MONUMENT FOUND CAST IRON MONUMENT CONTROL POINT SURVEY LINES o o o CONTROLLED ACCESS BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE BUSH LINE TREE LINE GUARD RAIL FENCE-DECORATIVE FENCE RETAINING WALL WATER SERVICE WATERMAIN STORM SEWER DRAIN TILE STORM SEWER SANITARY SERVICE SANITARY SEWER FORCEMAIN PIPE CASING WATER SERVICE WATERMAIN STORM SEWER DRAIN TILE STORM SEWER SANITARY SERVICE SANITARY SEWER FORCEMAIN WATER TEE WATER CROSS WATER SLEEVE WATER CAP / PLUG WATER VALVE EXISTING TOPOGRAPHIC LINES QUARTER LINE SIXTEENTH LINE TRAFFIC SIGNS TEMPORARY EASEMENT STONE MONUMENT TRENCHLESS PIPE (PLAN VIEW) TRENCHLESS PIPE (PROFILE VIEW) EXISTING TOPOGRAPHIC SYMBOLS EXISTING PRIVATE UTILITY LINES BENCH BUSH CATCH BASIN CIRCULAR CASTING CURB STOP CATCH BASIN RECTANGULAR CASTING SIGNAL CONTROL CABINET CLEAN OUT DRINKING FOUNTAIN FLARED END / APRON FLAG POLE FUEL PUMP GRILL HANDICAP SPACE HANDHOLE FIRE HYDRANT MAILBOX MANHOLE-HEAT MANHOLE-ELECTRIC MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATION MANHOLE-UTILITY PEDESTRIAN PUSH BUTTON PEDESTAL-ELECTRIC PEDESTAL-COMMUNICATION VALVE POST INDICATOR PARKING METER LIGHT POLE POLE-UTILITY POST PICNIC TABLE RAILROAD SIGNAL POLE REGULATION STATION GAS TREE-DECIDUOUS SATELLITE DISH SIGN TRAFFIC WATER SPIGOT IRRIGATION SPRINKLER HEAD IRRIGATION VALVE BOX TREE STUMP TELEPHONE BOOTH TRANSFORMER-ELECTRIC TREE-DEAD TRASH CAN TRAFFIC SIGNAL VALVE WETLAND WELL TREE-CONIFEROUS GUY WIRE ANCHOR LIFT STATION LIFT STATION CONTROL PANEL MANHOLE-WATER BASKETBALL POST CULVERT END SOIL BORING TRAFFIC ARM BARRIER VENT PIPE TILE INLET TILE RISER SIREN DRIVE-THRU MICROPHONE METER ACCESS GRATE FILL PIPE DOWN SPOUT BIRD FEEDER ANTENNA AIR CONDITION UNIT UTILITY MARKER VALVE VAULT WET WELL YARD HYDRANTY BARRICADE PERMANENT TILE OUTLET SURVEY SYMBOLS PAVEMENT MARKING AUTO SPRINKLER CONNECTION WETLAND DELINEATED MARKER BOLLARD VAULT WW ELECTRIC CAR CHARGE STATIONEV H F CLVT CO B B AC CP L C E G H U S D W MANHOLE-RECLAIMED WATERW M C E P Y WW WS V V U TRASH TILE G RECLAIMED WATER |||||||||||| >>>>>> >>>>>>>>>>>> l l l l l l l l l l l l l l l l l l >>>>>>>>>> >>>>>>>>>>>>>>>>>>>> WR WR WR WR WR WR G0.02 LEGEND SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777G002.dwg 2/12/2025 11:51:37 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R D D D >>>>>>ll l l llllll llllllllllllll llllllllllll lllllllllllll lllllllllllll llM M M M M M M M M M M DD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DDDD D D D DD D D D D D D D D D D D D D D D D D D D D D D D D D D D D DD D D D D D D D DD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DD D D D D D D DD D D D D D D D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> >>> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>llllllllllllllllllllll ll l l ll lllllllllllllllllllllll llllllllllll l l llllllllll l llll lll llll llll llllllll l llllllllllllllllllllll lll lllllllll l l ll ll llllllllllllllllll lllS S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S SS S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W E EEEEE EEEEEEEEEEEE E E E E E E E E E E EEEEEEEE EEEE E EE E E E EE EEEEEE E E E E E E E EEEEE E E E EEEEEE E EE EEEEEE E E Hidden Valley Hollow 70th Street S 76th Street S 74th Street S 74th Street S72nd Str e et S 72nd Street Cour t S H i d d e n V a l l e y T r a i l Hinton Avenue SHomestead AvenueHidden Valley PondHyde AvenueHidden Valley RidgeIdeal Avenue SPine Arbor LanePine Crest Trail Timber Ridge DriveTimber Ridge HollowC S A H 22 Timber Ridge Trail C S A H 22 Hardwood Avenue S73 r d S t r e e t S Hidden Valley Lane73rd Street S 74th Street S Red Pine RoadHidden Valley CoveHidden Valley Terrace Hinton P a r k A v e n u e Hidden Valley CourtHardwood Avenue73rd Street S Hidden Va l ley LaneHidden Valley TrailHidden Valley LaneHidden Valley TrailHidd e n V a l l e y T r a i l Hid d e n V a l l e y T r a i l 74th Street S74th Stree t S 74th Street S Hinton Avenue SHinton Avenue SHardwood Avenue S70th Street S Meadow Grass AvenueHarkness Avenue SHomestead AvenueHinton Park Avenue Hyde Avenue7370 7368 7356 73447330 7322 7318 72907288 7276 7262 7250 7256 7234 7222 7198 7176 7142 7159 7169 7191 7213 7245 7267 7289 7288 7266 7244 7182 7140 71007135 7177 7239 7251 7293 746174637465 7467 7471 7475 7479 7481 7483 7485 7487 7491 7493 7497 7499 7448 7457 7455 7451 7447 7443 7441 7444 7442 7438 7428 7416 7404 7394 7382 7230 7228 7216 7204 7192 7399 7393 7379 7367 73397311 7292 7278 7713 7739 7763 7781 7750 7742 7730 7712 7191 7183 7173 7157 7212 7192 7184 7170 7162 7155 7153 7151 7149 7147 7143 7139 7137 7135 7158 71467134 7127 7129 7131 71337141 7145 7149 7157 76787636 7346 7334 7320 7264 7244 7393 7385 7371 7359 7347 7341 7335 7319 7305 7301 7265 7592 7576 7560 7544 7528 7512 7515 7525 7547 7567 7575 7591 7450 7435 7423 7421 7419 7417 7415 7413 7395 7303 7594 7552 71387144 7150 7530 7529 7541 7573 7615 7657 7699 7229 7217 7205 7191 7179 7180 7178 7740 7736 7732 7728 77247722 7718 7714 7710 7700 7660 7640 7610 7739 7439 7437 7733 7729 7725 7721 77177715 7711 7707 7703 7699 76697649 7629 7609 7407 7409 7411 7419 7421 7423 7425 7427 7429 7431 7433 7437 74417445 7449 7408 7416 7424 7432 74407448 7388 73827366 P-11 P-15 P-14 P-12 P-13 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777G201.dwg 2/12/2025 11:52:04 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R G2.01 LOCATION PLANFEETSCALE 0 150 300 HORZ. LEGEND PROJECT BOUNDARY PAVEMENT CORES TYPICAL CONSTRUCTION METHOD FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB REPLACEMENT AS DIRECTED BY THE ENGINEER TRAIL CONSTRUCTION FULL PAVEMENT REMOVAL AND REPLACEMENT P-01 APPROXIMATE PAVEMENT REMOVAL DEPTHS CORE ID LOCATION PAVEMENT DEPTH (IN) P-11 7267 HIDDEN VALLEY COVE 4.75 P-12 7441 HIDDEN VALLEY LANE 5.75 P-13 7432 HIDDEN VALLEY TRAIL 3.75 P-14 7713 72ND STREET 2.50 P-15 7149 HIDDEN VALLEY LANE 4.25 R/WVARIES' VARIES VARIES VARIES ℄ 2.40%2.40% B412 CONCRETE CURB & GUTTER* (SPOT REPAIR AS DIRECTED) PROPOSED CENTERLINE GRADE A RESIDENTIAL 32' F-F SECTION R/WPAVEMENT REPLACEMENT AREA TYPICAL CONSTRUCTION (FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB REPLACEMENT) 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION. SALVAGE CASTINGS AND TEMPORARILY PLATE STRUCTURES. 2.PERFORM UTILITY IMPROVEMENTS. 3.REMOVE EXISTING BITUMINOUS PAVEMENT, FULL DEPTH. MAINTAIN TEMPORARY ACCESS TO DRIVEWAYS. 4.REMOVE AND REPLACE CONCRETE CURB AND GUTTER (SPOT REPAIRS) AS DIRECTED BY ENGINEER, UNLESS NOTED OTHERWISE (14 DAY NOTICE REQUIRED). 5.PATCH DRIVEWAYS WHERE CURB IS REPLACED PER STR-20. 6.RESTORE DISTURBED AREAS PER STR-19. 7.MIX AND FINISH AGGREGATE BASE MATERIAL TO A DEPTH OF 6", SUPPLEMENT EXISTING AGGREGATE BASE WITH CLASS 5 AGGREGATE BASE AS DIRECTED BY ENGINEER. 8.PAVE BITUMINOUS WEARING COURSE 2.0" THICK. 9.ADJUST STRUCTURES AND VALVE BOXES IN PAVEMENT WITH HDPE ADJUSTING RINGS. 10.PAVE BITUMINOUS WEARING COURSE 1.5" THICK. 11.PLACE PAVEMENT MARKINGS AND TRAFFIC SIGNS. 12.MAINTAIN ACCESS FOR LOCAL TRAFFIC AND EMERGENCY VEHICLES AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND ASSOCIATED MAINTENANCE.R/WVARIES' VARIES VARIES VARIES ℄ 2.40%2.40% B412 CONCRETE CURB & GUTTER (SPOT REPAIR AS DIRECTED) PROPOSED CENTERLINE GRADE B RESIDENTIAL 28' F-F SECTION R/W72ND STREET COURT (7229-7699) 74TH STREET NORTH CDS (7710-7740) 74TH STREET SOUTH CDS (7703-7739) HIDDEN VALLEY TRAIL WEST CDS (7264-7382) HIDDEN VALLEY TRAIL EAST CDS (7265-7347) HIDDEN VALLEY TRAIL SOUTH CDS (7407-7433) HIDDEN VALLEY LANE CDS (7127-7157) 73RD STREET 74TH STREET 74TH STREET WEST CDS (7512-7592) HIDDEN VALLEY TRAIL (7134-7450) HIDDEN VALLEY LANE (7138-7150) HIDDEN VALLEY LANE (7443-7447) HIDDEN VALLEY TRAIL NORTH CDS (7135-7155) HIDDEN VALLEY COURT (7451-7499) HIDDEN VALLEY LANE (7179-7441) HIDDEN VALLEY HOLLOW (7413-7439) HIDDEN VALLEY COVE (7142-7292)* HIDDEN VALLEY TERRACE (7250-7290) HIDDEN VALLEY RIDGE (7318-7382) HIDDEN VALLEY POND (7100-7293)* 14' 16'16' DESIGN STREET GRADE TOP OF RAISED MEDIAN5.17' EXPANSION JOINT CONTROL JOINTS 5' VARIES(3' MIN) 5'3'RAISED MEDIAN VARIES MNDOT B618 MOD CONCRETE CURB & GUTTER 6"CONTROL JOINTS CONTROL JOINT EXPANSION JOINT E CONCRETE APPROACH NOSE DETAIL2.17'R/WVARIES'VARIES VARIES ℄ 2.40%2.40% B412 CONCRETE CURB & GUTTER (SPOT REPAIR AS DIRECTED) PROPOSED CENTERLINE GRADE C RESIDENTIAL 46' F-F SECTION R/W72ND STREET 22'22'VARIES 14' F CONCRETE MAILBOX PAD SECTION8"3'3'3' SINGLE OR DOUBLE COMMUNITY MAILBOX (IF DOUBLE, KEEP 1 FT SPACING BETWEEN BOXES) CONCRETE CURB AND GUTTER CONCRETE SLAB 6" - CONCRETE 4" - AGGREGATE BASE CLASS 5 SEE INSETS INSET A - BITUMINOUS STREET (1ST THROUGH 6TH ADDITIONS) APPROX. 3" - EXISTING BITUMINOUS PAVEMENT APPROX. 6" - EXISTING CLASS 5 AGGREGATE BASE 1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C) PROPOSED EXISTING SECTION PER RECORD PLANS (SEE SHEET G2.01 FOR CORING RESULTS) APPROX. 5.5" - EXISTING CLASS 5 AGGREGATE BASE 2.0" - TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C) INSET B - BITUMINOUS STREET (7TH ADDITION) APPROX. 3" - EXISTING BITUMINOUS PAVEMENT APPROX. 8" - EXISTING CLASS 5 AGGREGATE BASE 1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C) PROPOSED EXISTING SECTION PER RECORD PLANS (SEE SHEET G2.01 FOR CORING RESULTS) APPROX. 7.5" - EXISTING CLASS 5 AGGREGATE BASE 2.0" - TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C) INSET C - BITUMINOUS STREET (8TH THROUGH 10TH ADDITIONS) APPROX. 3.5" - EXISTING BITUMINOUS PAVEMENT APPROX. 6" - EXISTING CLASS 5 AGGREGATE BASE 1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C) PROPOSED EXISTING SECTION PER RECORD PLANS (SEE SHEET G2.01 FOR CORING RESULTS) APPROX. 6" - EXISTING CLASS 5 AGGREGATE BASE 2.0" - TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C) INSET D - BITUMINOUS STREET (11TH ADDITION) APPROX. 3.5" - EXISTING BITUMINOUS PAVEMENT APPROX. 8" - EXISTING CLASS 5 AGGREGATE BASE 1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C) PROPOSED EXISTING SECTION PER RECORD PLANS (SEE SHEET G2.01 FOR CORING RESULTS) APPROX. 8" - EXISTING CLASS 5 AGGREGATE BASE 2.0" - TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C) INSET A INSET B INSET C INSET D INSET A INSET D SEE INSETS SEE INSETS INSET E - RECONSTRUCT BITUMINOUS TRAIL PROPOSED APPROX. 6.0" - EXISTING AGGREGATE BASE, SUPPLEMENT WITH CLASS 5 AGGREGATE BASE AS DIRECTED BY ENGINEER 3" - TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) (SPWEA240C) 8' D TRAIL SECTION INSET E 1.50% *B618 CURB AND GUTTER 1:10 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C101.dwg 2/12/2025 11:52:15 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.01 TYPICAL SECTION DETAIL INSET F - BASKETBALL COURT 1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C) PROPOSED 6" - CLASS 5 AGGREGATE BASE INSET G - CONCRETE PATIO 6" - CONCRETE PROPOSED 6" - CLASS 5 AGGREGATE BASE E 6" LANDSCAPING CURB G FOOTING DETAIL - BASKETBALL POLE 1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C) 6"4"F BASKETBALL POLE FOOTING DETAIL - FOR REFERENCE SEE MANUF. SPECS 24" DIA. CONCRETE FOOTING GROUND ANCHOR FLUSH WITH COURT SURFACING COURT FINISH GRADE 24" DIA. MAST GROUND ANCHOR IN 18" x 84" CONCRETE FOOTING POST TO BE INSTALLED 12" BEHIND BACK OF LINE (VERIFY, PER MANUFACTURER) BACKBOARD AND RIM, WITH RIM AT 10' AND TOP OF BACKBOARD AT 13' 2" WHITE BASKETBALL COURT STRIPING SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C101.dwg 2/12/2025 9:19:05 AM DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.02 TYPICAL SECTION DETAIL SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C102.dwg 2/12/2025 11:52:26 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.03 MNDOT PEDESTRIAN CURB RAMP DETAILS SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C102.dwg 2/12/2025 11:52:28 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.04 MNDOT PEDESTRIAN CURB RAMP DETAILS SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C102.dwg 2/12/2025 11:52:30 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.05 MNDOT PEDESTRIAN CURB RAMP DETAILS SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C102.dwg 2/12/2025 11:52:31 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.06 MNDOT PEDESTRIAN CURB RAMP DETAILS SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C102.dwg 2/12/2025 11:52:33 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.07 MNDOT PEDESTRIAN CURB RAMP DETAILS SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C102.dwg 2/12/2025 11:52:34 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.08 MNDOT PEDESTRIAN CURB RAMP DETAILS SAN-1 ALL DOG HOUSES SHALL BE MORTARED ON INSIDE AND OUTSIDE. SANITARY SEWER MANHOLE SECTION PLAN 135777C108.dwg PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. PRECAST INVERT MUST BE 1/2 DIAMETER OF THE PIPE AND BENCHES SLOPED 2" TOWARD THE INVERT. CASTING AND ADJUSTMENT RINGS AS SPECIFIED. PER DETAIL PLATE STR-23. MANHOLE STEPS 16" MAX ON CENTER. 27" VARIES * PIPE SHALL BE CUT TO BE 2"-4" INSIDE MANHOLE WALL AND HAVE A WATER TIGHT SEAL. SEE SPECIFICATION. VARIES 36" - 48" VARIES 12" - 24" VARIES * DETERMINED BY PIPE SIZE JANUARY 2025 PIPE FOUNDATION & BEDDING METHODS FOR RCP & DIP BED-2 PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA DIA/24 BUT NOT LESS THAN 3" DIA DIA+24" MIN. COMPACTED BACKFILL PIPE BEDDING MATERIAL PER SECTION 33 05 06. INSTALLATION TYPE 1 DIA+24" MIN. DIA COMPACTED BACKFILL INSTALLATION TYPE 3 DIA DIA+24" MIN. COMPACTED BACKFILL PIPE BEDDING MATERIAL PER SECTION 33 05 06. INSTALLATION TYPE 2 DIA = OUTSIDE DIAMETER OF PIPE ** ** = BEDDING DIA/3 WIDE. LOOSELY PLACED / UNCOMPACTED MATERIAL. 0.5 DIA ** DIA/24 BUT NOT LESS THAN 3" DIA = OUTSIDE DIAMETER OF PIPE ** = BEDDING DIA/3 WIDE. LOOSELY PLACED / UNCOMPACTED NATIVE TRENCH MATERIAL. DIA/24 BUT NOT LESS THAN 3" ** DIA = OUTSIDE DIAMETER OF PIPE ** = BEDDING DIA/3 WIDE. LOOSELY PLACED / UNCOMPACTED MATERIAL. JANUARY 2025 OVERFLOW IS HALF OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY OVERFLOW IS HALF OF THE CURB BOX HEIGHT DEFLECTOR PLATE HIGH-FLOW FABRIC FILTER ASSEMBLY DIAMETER, 6" ON-GRADE 10" AT LOW POINT NOTE: USE WIMCO ROAD DRAIN CG-23 OR CG-3290-VB (DEPENDING ON CASTING TYPE) HIGH FLOW INLET PROTECTION CURB AND GUTTER MODELS, OR CITY APPROVED EQUAL. ERO-9 INLET PROTECTION CATCH BASIN INSERT EXISTING CURB CURB PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 DIMENSION FROM BACK OF CURB TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BACK OF CURB 5' DIA. MH - 3" IN FROM BACK OF CURB 6' DIA. MH - 3" BEHIND BACK OF CURB 7' DIA. MH - 9" BEHIND BACK OF CURB 8' DIA. MH - 15" BEHIND BACK OF CURB CATCH BASIN MANHOLE STO-5 24"X36" SLAB OPENING FOR CASTING SPECIFIED CASTING AND ADJUSTMENT RINGS AS SPECIFIED. PER DETAIL PLATE STR-23. PLAN TOP OF BARREL SECTION BELOW TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR EQUAL. MANHOLE STEPS 16" MAX ON CENTER. VARIES SECTION MORTAR BOTTOM VARIES 12" - 24" VARIES 3" PIPE DIA PLACE 2 BEADS OF RAMNEK OR EQUAL BETWEEN BOTTOM SLAB AND BARREL SECTION. 135777C108.dwg PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 DOGHOUSES SHALL BE MORTARED BOTH INSIDE AND OUTSIDE OF MANHOLE. WATERSTOP GASKET REQUIRED FOR POLYPROPYLENE PIPE. VARIES 42" 33.5" 24" OFF STREET CATCH BASIN WITH CONCRETE STOOL GRATE FRAME STO-9 TOP VIEW - GRATE FRAME RCP MORTAR BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE MORTAR 2" TOWARD INVERT. PLAN 4.75" 4.25" CASTING AS SPECIFIED. MANHOLE STEPS 16" MAX ON CENTER. 3" SECTION PIPE SHALL BE CUT TO BE 2"-4" INSIDE MANHOLE WALL. VARIES 27" PLACE 2 BEADS OF RAMNEK OR EQUAL BETWEEN BOTTOM SLAB AND BARREL SECTION. CONCRETE STOOL GRATE FRAME AS SPECIFIED. TOP OF BARREL SECTION BELOW TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR EQUAL. ADJUSTING RINGS AS SPECIFIED. 8" VARIES 12" - 24" 135777C108.dwg PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 DOGHOUSES SHALL BE MORTARED BOTH INSIDE AND OUTSIDE OF MANHOLE. WATERSTOP GASKET REQUIRED FOR POLYPROPYLENE PIPE. STO-7 NOTE: VANE GRATE SHOWN DIRECTION OF FLOW PLAN 24" X 36" PRECAST CATCH BASIN CASTING AND ADJUSTMENT RINGS AS SPECIFIED. PER DETAIL PLATE STR-23. 6" 3" MORTAR INVERT PLACE 2 BEADS OF RAMNEK OR EQUAL BETWEEN BOTTOM SLAB AND BARREL SECTION. SECTION 4" 6" 6" 2'-0" 3'-0" 6" FACE OF CURB 135777C108.dwg PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 DOGHOUSES SHALL BE MORTARED BOTH INSIDE AND OUTSIDE OF MANHOLE. WATERSTOP GASKET REQUIRED FOR POLYPROPYLENE PIPE. MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) TRENCH MUST BE COMPACTED BY LIGHT EQUIPMENT PRIOR TO PLACEMENT OF STEEL POSTS. NOTE: HEAVY-DUTY SILT FENCE INSTALLATION METHODS SHOULD BE USED WHEN DIRECTED BY THE CITY. POST NOTCHES TO FACE AWAY FROM FABRIC. ERO-1 MACHINE SLICED SILT FENCE STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. DIRECTION OF S U R F A C E F L O W GEOTEXTILE FABRIC ATTACH FABRIC TO POSTS WITH MINIMUM 4 FASTENERS PER POST IN TOP 8" OF FABRIC. 24" MINIMUM POST EMBEDMENT PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 STO-3 STORM SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB PLAN MORTAR BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE MORTAR 2" TOWARD INVERT. SECTION VARIES 12" - 24" VARIES 3" PIPE SHALL BE CUT TO BE 2"-4" INSIDE MANHOLE WALL. CASTING AND ADJUSTMENT RINGS AS SPECIFIED. PER DETAIL PLATE STR-23. * DETERMINED BY PIPE SIZE MANHOLE STEPS 16" MAX ON CENTER. VARIES * 27" TOP OF BARREL SECTION BELOW TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR EQUAL. PLACE 2 BEADS OF RAMNEK OR EQUAL BETWEEN BOTTOM SLAB AND BARREL SECTION. 135777C108.dwg PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 DOGHOUSES SHALL BE MORTARED BOTH INSIDE AND OUTSIDE OF MANHOLE. WATERSTOP GASKET REQUIRED FOR POLYPROPYLENE PIPE. STANDARD DETAIL PLATES C1.09 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C108.dwg 2/12/2025 11:52:49 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R WAT-1 HYDRANT DETAIL HYDRANT FLAG AS SPECIFIED.BOTTOM FLANGE OF HYDRANT TO BE ABOVE GROUND A MINIMUM DISTANCE OF 2". CL 7.5' MIN.3' BACKFILL TO BE TAMPED COARSE FILTER AGGREGATE PER MNDOT SPEC 3149.2.H. COVER WITH TWO LAYERS POLYETHYLENE. CONCRETE THRUST BLOCK 8" CONCRETE BLOCK PROVIDE CONDUCTIVITY STRAP (TYP.). MINIMUM 1/16"X3/4" WIDE FLAT COPPER STRIP. TIE ALL FITTINGS WITH MIN. OF TWO, 3/4" DIAM. GALVANIZED RODS & MEGALUGS 5' MEGALUGS (TYP.) PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 WAT-3 GATE VALVE AND BOX INSTALLATION 7.5' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. GRADE BASE PROVIDE CONDUCTIVITY STRAP (TYP.). MINIMUM 1/16"X3/4" WIDE FLAT COPPER STRIP. 8" CONC. BLOCK ADJUST TOP TO 1/2" BELOW GRADE. BOX TO BE SET TO PROVIDE 12" OF ADJUSTMENT. COARSE FILTER AGGREGATE PER MNDOT SPEC. 3149.2.H. COVER WITH TWO LAYERS POLYETHYLENE. MEGALUGS (TYP.) GATE VALVE ADAPTER: 1/4" STEEL WITH PROTECTIVE COATING, 1/2" RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. DROP LID TOP EXTENSION BOTTOM PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 STO-12 RIPRAP AT FLARED END SECTION PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA2'1 4 B A RIPRAP B R (15' MIN.) 4 12'DA RIPRAP REQUIREMENTS D CY CLASS DEPTH 12" TO 24" 15 TO 20 CL.3 3' 27" TO 33" 20 TO 25 CL.3 3' 36" TO 48" 25 TO 38 CL.3 3' 54" AND UP 72 AND UP CL.4 4' (ONE CUBIC YARD IS APPROX. 2,800 LBS.) PLAN GEOTEXTILE FABRIC TYPE IV RIPRAP12"3' EXTEND FABRIC AND RIPRAP UNDER FLARED END SECTION SECTION A-A RIPRAP12"SECTION B-B GEOTEXTILE FABRIC TYPE IV 2' 2' QS RIPRAP AREA SIZES D Q R S 12" 11' 15' 7' 24" 15' 15' 9' 36" 19' 15' 11' 48" 20' 16' 12' 54" 25' 22' 13' JANUARY 2025 POND LINER (IF PLACED IN POND) POND LINER (IF PLACED IN POND) 12" HEIGHT HANDHOLE AS SPECIFIED CONDUIT COARSE FILTER AGG. MNDOT SPEC. 3149.2.H MOD. HAND HOLE 18" MIN6"12"VARIES 3" LIGHTING HANDHOLE LGT-1 PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA 3" HAND HOLE 12"12"VARIES 3"3" 24" HEIGHT HANDHOLE AS SPECIFIED JANUARY 2025 CONDUIT TO EXTEND MIN 3" MAX 6" ABOVE BOTTOM EDGE OF HANDHOLE 24" A A NO SCALE SECTIONA LIGHTING EQUIPMENT PAD LGT-6 135777C108.dwg PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA 5/8" X 10'-0" GROUND ROD ANCHOR BOLTS ANCHOR BOLT LOCATION & PROJECTION TO BE AS RECOMMENDED BY MANUFACTURER CONDUIT 36"24" MINGROUND LEVEL ANCHOR BOLT6"12"NOTES:1. TOP 1' OF PAD TO BE 24" X 24" SQUARE 2. BOTTOM 24" OF PAD TO BE 24" CYLINDER FORMED WITH SONA TUBE 3. A SECOND GROUNDING ROD IS TO BE LOCATED 6' AWAY FROM THE BASE WITH A #6 GROUNDING CONDUCTOR RUNNING TO IT WITHIN A 3 4" CONDUIT 3 4"CONDUIT TO GROUND ROD JANUARY 2025 LGT-7 HOLOPHANE LUMINAIRE LIGHT POLE TYPE A RESIDENTIAL 2'-2"TYPE A CONCRETE LIGHT BASE15'-6"HOLOPHANE STANDARD POLE STREET CURB 3"X5" HAND HOLE, NO TENON, BOLT COVER SKIRT3'-0" TYP.3" ABOVE FINISHED GRADE PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA NOTE: POLE ACCESS COVER LOCATED OPPOSITE CURB SIDE OF POLE JANUARY 2025 STR-9 TYPICAL BITUMINOUS TRAIL AND CONCRETE SIDEWALK SECTIONS PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA 3" TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) (SPWEA230C) 6" CLASS 5 AGGREGATE BASE (VIRGIN) EXCAVATION AND ADDITIONAL AGGREGATE BACKFILL (AS DIRECTED BY THE ENGINEER) 8' 0.5' 0.5' MINIMUM 2' WIDE SHOULDER BITUMINOUS TRAIL CONCRETE SIDEWALK 6" TYPE 3F52A CONCRETE 4" CLASS 5 AGGREGATE BASE (VIRGIN) EXCAVATION AND ADDITIONAL AGGREGATE BACKFILL (AS DIRECTED BY THE ENGINEER) MINIMUM 2' WIDE SHOULDER 0.5' 0.5' 5' SEE TYP. SECTION 1.5% TYP 2% MAX 1 : 3 M A X 1 : 50 M I N 1 : 3 M A X 1 : 50 M I N 1 : 50 M I N 1 : 3 M A X MINIMUM 5' WIDE SHOULDER 1 : 3 M A X 1 : 50 M I N MINIMUM 5' WIDE SHOULDER NOTE: ALL CONCRETE SIDEWALK JOINTS SHALL BE TOOLED JANUARY 2025 1.5% TYP 2% MAX 20" MIN. A A NO SCALE SECTIONA CONCRETE LIGHT BASE TYPE A LGT-2 135777C108.dwg PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA 5/8" X 10'-0" GROUND ROD ANCHOR BOLTS BOLT DIAMETER & PROJECTION TO BE AS RECOMMENDED BY MANUFACTURER 4 - #6 REINFORCING BARS FULL DEPTH CONDUIT 51"24" MIN.GROUND LEVEL IN-LINE FUSING LUMINAIRE CABLE GROUND WIRE TO LUMINAIRE BALLAST HANDHOLE CONNECTION LUG BASE COVER LEVELING NUTS TOP OF BASE @ 3" ABOVE GRADE6"JANUARY 2025 STANDARD DETAIL PLATES C1.10 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C108.dwg 2/12/2025 11:52:51 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 7"1 14 CURB AND GUTTER STR-10 FACE OF CURB DISTANCE TO L VARIABLE6" 1/2"R 13 1/2"6"8"18" SLOPE 3/4" PER FT 1/2"R 3"R C FACE OF CURB SLOPE 3/4" PER FT 3 1 1 3 1/2"R 4"10 3/4"12"12" 12" FACE OF CURB 16"6"14 1 1/2"R 10 1/2"68"R28"R12"R4"1/2"R 10 1/2"17 1/2"11" 14 1 7"1/2"R 3/4"SURMOUNTABLE D-428 MOD SURMOUNTABLE D-412 MOD MNDOT B618 MOD7"1 14 FACE OF CURB DISTANCE TO L VARIABLE6" 1/2"R 11 1/2"4"8"18" SLOPE 3/4" PER FT 1/2"R 3"R C MNDOT B418 MOD PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 SURMOUNTABLE CURB AND GUTTER CONSTRUCTION AT CATCHBASIN STR-13 NOTE: SURMOUNTABLE CURB & GUTTER TO BE FORMED INTO A B618 TYPE AT CATCHBASIN. CATCHBASIN FRAME AND COVER AS SPECIFIED FLOW FLOW 10' MI N. T R A N SI TI O N 3' - 0" 10' MI N. T R A N SI TI O N EX P A N S I O N J O I N T EX P A N S I O N J O I N T A A NOTE: 1. CATCHBASIN FLOW LINE DEPRESSED 1" BELOW DESIGN GUTTER LINE GRADE. 2. CURB INLET OPENING: 3-1/2"- 4". ISOMETRICSURMOUNTABLE CONCRETE CURB & GUTTER EXPANSION JOINTTOP OF CURB 10' MIN. TRANSITION 1" 10' MIN. TRANSITION EXPANSION JOINTDESIGN GUTTER LINE GRADE FRAME & CASTINGSECTION A-A PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 4' DIA. HIGH CAPACITY CATCH BASIN B618 CURB STR-15 PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA CASTING AND ADJUSTMENT RINGS AS SPECIFIED SURMOUNTABLE CURB & GUTTER CONCRETE CURB & GUTTER & CONCRETE APRON TAPER TO B6 CURB 6 " M I N . THIS POINT 6" BELOW NORMAL GUTTER GRADE TAPER TO B6 CURB 45° 12"16" 12"16" NOTE: APRON PAYMENT IS FOR SHADED AREA ONLY. 4.12' JANUARY 2025 STR-16 CONCRETE VALLEY GUTTER A A SECTION A-A THRU CONCRETE GUTTER MEASUREMENT FOR BASIS OF PAYMENT BY SQUARE YARD VARIES FLOWLINE 36"36" INTEGRAL CAST EXPANSION JOINT 1/2" PER FT. NO. 4 REBAR (TYP) 4" MIN. AGGREGATE BASE 3" 2" 7" PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 STR-19 CONCRETE CURB REPLACEMENT EXISTING YARD REMOVE & REPLACE EXISTING RESTORATION WITH 4" TOPSOIL 2.0'MIN.1 PANEL-10'2'2' EXISTING BITUMINOUS SURFACE CONCRETE CURB & GUTTER SAWCUT 1/4"/FT. MIN. 4" TOPSOIL AND RESTORATIONREPLACE EXISTING BITUMINOUS SURFACE SECTION LC PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA EXISTING CONCRETE CURB & GUTTER BACK OF CURB REMOVE EXISTING BITUMINOUS CONTRACTION JOINT REPLACE CURB DAMAGE JANUARY 2025 CONCRETE CURB REPLACEMENT AT DRIVEWAY LOCATION REPLACE CURB DAMAGE EXISTING CONCRETE CURB & GUTTER 2.0'MIN*EXISTING DRIVEWAY REMOVE EXISTING DRIVEWAY SURFACE AND CONCRETE CURB BACK OF CURB REMOVE EXISTING BITUMINOUS EXISTING BITUMINOUS SURFACE CONCRETE CURB & GUTTER SAWCUT FELT EXPANSION JOINT (CONCRETE DRIVEWAY ONLY) SAWCUT EXISTING DRIVEWAY OR SIDEWALK MINIMUM: 6" CONCRETE DRIVEWAY AND 4" AGGREGATE BASE OR 3" BITUMINOUS PAVEMENT (PLACED IN TWO LIFTS) AND 6" AGGREGATE BASE LC CONTRACTION JOINT 2.0'MIN.2'2' SECTION PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA STR-20 REPLACE EXISTING BITUMINOUS SURFACE EXISTING SIDEWALK (IF PRESENT)*REMOVE EXISTING DRIVEWAY TO SIDEWALK (IF PRESENT) JANUARY 2025 WATER AND SEWER SERVICE LOCATION STAMP IN CURB STR-11 B4-18 2" 5" 4" 1" 1/2" 1/2" "W" STAMP DETAIL SURMOUNTABLE B6-18 2 2/3" 4" 1" 1/2" 1/2" "S" STAMP DETAIL NOTES: 1. ALL NEW AND EXISTING WATER AND SEWER SERVICE LOCATIONS SHALL BE MARKED IN CURB AS SHOWN. STAMPING OF SERVICE LOCATIONS SHALL BE CONSIDERED INCIDENTAL TO THE PRICE OF CURB. 2. CONCRETE CURB PANELS WITH W'S AND S'S NOT PLACED BY SPECIFIED STAMP WILL NOT BE ACCEPTED. STAMP "S" IN THE FACE OF THE CURB IN LINE WITH CLEANOUT LOCATION PERPENDICULAR TO THE CURBLINE. STAMP "W" IN THE FACE OF CURB IN LINE WITH CURB STOP LOCATION, PERPENDICULAR TO CURBLINE. PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 STR-14 B618 CURB AND GUTTER CONSTRUCTION AT CATCHBASIN A A FLOW FLOW EX P A N S I O N J O I N T EX P A N S I O N J O I N T EXPANSION JOINTISOMETRIC EXPANSION JOINTSECTION A-A CATCHBASIN FRAME AND COVER AS SPECIFIED B618 CONC. CURB & GUTTER 10' MI N. T R A N SI TI O N 3'-0" 10' MI N. T R A N SI TI O N NOTES: 1. CATCHBASIN FLOW LINE DEPRESSED 1" BELOW DESIGN GUTTER LINE GRADE. 2.CURB INLET OPENING: 3-1/2"- 4". TOP OF CURB 10' MIN. TRANSITION 10' MIN. TRANSITION FRAME & CASTING DESIGN GUTTER LINE GRADE 1" PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 STANDARD DETAIL PLATES C1.11 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C108.dwg 2/12/2025 11:52:52 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R CATCHBASIN AND MANHOLE ADJUSTMENT STR-23 CATCH BASIN STRUCTURE WITH TOP SLAB OR 2' X 3' BOX. MANHOLE STRUCTURE WITH TOP SLAB OR CONE SECTION. FILTER FABRIC NEENAH R-3067-VB CATCH BASIN FRAME AND GRATE. SHALL BE FURNISHED WITH CURB INLET BOX AND 3" DIA FRONT FACE AND 4" MAX OPENING. HIGH DENSITY POLYETHYLENE (HDPE) ADJUSTMENT RINGS. MIN HEIGHT 3", MAX HEIGHT 12". NEENAH R1642B MANHOLE FRAME AND COVER. SHALL BE FURNISHED WITH 2 CONCEALED PICK HOLES AND STAMPED "SANITARY SEWER" OR "STORM SEWER". HIGH DENSITY POLYETHYLENE (HDPE) ADJUSTMENT RINGS. MIN HEIGHT 3", MAX HEIGHT 12". PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 STRUCTURE ADJUSTMENT PATCH (BITUMINOUS OR CONCRETE) STR-252' MIN.MORE THAN 2' LESS THAN 2' 3' M I N . MANHOLE GATE VALVESAW CUT LIMITSEDGE OF GUTTERBACK OF CURBREMOVE & REPLACE PAVEMENTSAW CUT LIMITSPLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 STR-36 TYPICAL TRAFFIC SIGN INSTALLATION MEDIAN PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA SIGN PANELS AS SPECIFIED OR AS SHOWN ON THE PLANS OR SIGN LEGEND. STREET SIGNS CONCRETE 2" x 2" x 12 ga. TELESPAR GALVANIZED SIGN POST 1 3 4" x 3' x 12 ga. INTERIOR SLEEVE SURFACE MOUNT ANCHOR BASE JANUARY 2025 STR-37 CONCRETE HYDRANT PAD 6" TOOLED CONTRACTION JOINT 3' WATER 6' EXISTING CONCRETE CURB & GUTTER NOTE: CONCRETE PAD SURFACE SHALL HAVE BROOMED FINISH 2" 6" 6" CONCRETE 4" GRAVEL BASE5'PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 STR-33 MAIL BOX INSTALLATION NOTES: DIMENSIONS AS PER U.S. POSTAL SERVICE ADDRESS MUST BE ON SIDE OF BOX FROM WHICH CARRIER APPROACHES IN LETTERS ABOUT ONE INCH HIGH (OR ON FRONT WHERE BOXES ARE GROUPED). NEWSPAPER BOX 163 W. JONES RURAL STREET URBAN STREET 163 W. JONES NEWSPAPER BOX 18" 18" 24" MIN 24" MIN 41" - 45" 41" - 45" MIN 18" 10" CLEAR ZONE MIN 18" 10" CLEAR ZONE 6" - 8" EDGE OF PAVEMENT PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA M H NOTES: 1.6"x12" SIGN PANEL: 1.1.MH FOR SANITARY - WHITE LETTERS ON GREEN HIP SHEETING WITH WHITE BORDER. 1.2.SW FOR STORM SEWER - WHITE LETTERS ON GREEN HIP SHEETING WITH WHITE BORDER. 1.1.GV FOR WATER MAIN - WHITE LETTERS ON BLUE HIP SHEETING WITH WHITE BORDER 2.U-CHANNEL GALVANIZED POST, MINIMUM 3 LB/FT 6'-6" LONG. 3.REQUIRED FOR STRUCTURES LOCATED IN NON-MAINTAINED AREAS AS DIRECTED BY ENGINEER. STR-41 STRUCTURE MARKER SIGN JANUARY 2025 CONCRETE SIDEWALK REPLACEMENT AT DRIVEWAY LOCATION REPLACE SIDEWALK DAMAGE EXISTING CONCRETE CURB & GUTTER EXISTING DRIVEWAY REPLACE EXISTING DRIVEWAY TO CONCRETE CURB BACK OF CURB CONCRETE CURB & GUTTER FELT EXPANSION JOINT (CONCRETE DRIVEWAY ONLY) SAWCUT EXISTING DRIVEWAY REPLACE EXISTING DRIVEWAY MINIMUM: 6" CONCRETE DRIVEWAY AND 4" AGGREGATE BASE OR 3" BITUMINOUS PAVEMENT (PLACED IN TWO LIFTS) AND 6" AGGREGATE BASE LC CONTRACTION JOINT 2.0'MIN.SECTION PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA STR-42 JANUARY 2025 REPLACE EXISTING DRIVEWAY 2.0'MIN.CONCRETE APPROACH NOSE DETAILS STR-39 VARIABLE 6" A 6" A CONCRETE CURB & GUTTER RAISED MEDIAN CONCRETE CURB & GUTTER PLAN DESIGN STREET GRADE 6" SECTION A-A 10:1 TOP OF MEDIAN GRADE 5'-0" (6" CURB) 3'-4" (4" CURB) NARROW NOSE PLAN WIDE NOSE ON 21' RADIUS RAISED MEDIAN DESIGN STREET GRADE SECTION A-A 10:1 TOP OF RAISED MEDIAN5.17' A A EXPANSION JOINT CONTROL JOINTS 4.9' 12.5' 4.9'3' RAISED MEDIAN 21.3' MNDOT B418 MOD OR B618 MOD CONCRETE CURB & GUTTER 6" CONTROL JOINTS CONTROL JOINTEXPANSION JOINT PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA JANUARY 2025 STANDARD DETAIL PLATES C1.12 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C108.dwg 2/12/2025 11:52:54 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA SPECIAL-2 6" CONCRETE 4" AGGREGATE BASE 6" 12" 72" Description Pattern Weight Concrete 6' Bench with back Rod (O)254 lb.6' x 10' PARK BENCH 36" 17 7/8" 25 1/8" 26 5/8" 34 7/8" 17" 72" 69 3/4" 10' 6' JANUARY 2025 PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA SPECIAL-3 4" AGGREGATE BASE 6" CONCRETE 8"8" Description Pattern Weight Concrete 32-Gallon Flat Top Lid Rod (O)177 lb.3.5' x 3.5' TRASH CAN 26 1/4" 2 3/4" 33"10 1/4" 3.5'3.5' JANUARY 2025 PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA 6" CONCRETE 4" AGGREGATE BASE DESCRIPTION PATTERN 8' TWIN PEDESTAL ADA TABLE WITH SQUARE FRAME DIAMOND (V) PICNIC TABLE 60" 36" TOP VIEW SPECIAL-1 18' 11' .\Images\Tabel - WPTSCB-8RB.jpg JANUARY 2025 STANDARD DETAIL PLATES C1.13 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C108.dwg 2/12/2025 11:52:56 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R CABINET BASE NOTES: 1.CONFORM TO LGT-6/C1.10 UNLESS NOTED BELOW. 2.NUMBER AND SIZE OF CONDUIT PER PLAN. CONTRACTOR TO PROVIDE ONE SPARE CONDUIT OF EACH SIZE AND TYPE. 3.BROOM FINISH CONCRETE. 4.IF CABINET IS A SERVICE, PROVIDE GROUNDING ELECTRODES PER NEC REQUIREMENTS. IF CABINET IS SUPPLIED BY A FEEDER CIRCUIT, PROVIDE ONE 5/8"X10' COPPER CLAD GROUNDING ROD. GROUNDING RODS SHALL EXTEND THREE INCHES ABOVE THE CONCRETE. 5.CONDUITS THAT TERMINATE IN AN OPEN BOTTOM CABINET SHALL EXTEND THREE INCHES ABOVE THE CONCRETE. SIGNAL CABINET ELECTRICAL DETAIL C1.14 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C108.dwg 2/12/2025 11:52:58 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.15PRV STATION 1 REPLACEMENT 2 C1.14 PRV REMOVALS - SECTION VIEW 1/2" = 1' - 0" 2 C1.14 2 C1.14 REMOVE ALL HATCHED PIPING, FITTINGS, AND VALVES REMOVE ALL HATCHED PIPING, FITTINGS, AND VALVES Graphic Scale for 1/2"=1'-0" 1 20 643 4 C1.14 PROPOSED PRV - SECTION VIEW 1/2" = 1' - 0" 4 C1.14 4 C1.14 6" X 4" TEE (TYP.) - 2 EA 6" FLANGED COUPLING ADAPTER 2 1 2" ANGLED PRESSURE RELIEF VALVE (50-01) 2 1 2" PRESSURE REDUCING VALVE 90-01 2 1 2" BALL VALVE (TYP.) - 3 EA 2 1 2" UNION 6" X 4" TEE (TYP.) - 2 EA 6" FLANGED COUPLING ADAPTER 6" BUTTERFLY VALVE (TYP.) - 2 EA 6" PRESSURE REDUCING VALVE (90-01) 6" PRESSURE RELIEF VALVE (90-01) GENERAL NOTES: 1.EXISTING 108" DIAMETER PRECAST STRUCTURE TO REMAIN. 2.EXISTING 6" PIPING ENTERING AND LEAVING THE PRECAST STRUCTURE TO REMAIN. EXISTING 6" PIPE TO REMAIN EXISTING 6" PIPE TO REMAIN EXISTING 6" PIPE TO REMAIN EXISTING 6" PIPE TO REMAIN OIL OR GLYCERIN FILLED PRESSURE GAUGE (TYP.) - 2 EA SALVAGE AND REINSTALL R-1741-D CASTING. ADJUST TO GRADE WITH HDPE ADJUSTING RINGS (36" I.D.) EXISTING 108" DIA. PRECAST CONCRETE MANHOLE SECTION TO REMAIN SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\ENV\135777 PRV STATIONS.dwg 2/12/2025 11:53:10 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 1/30/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R INTERMEDIATE PRESSURE HWL 990 HIGH PRESSURE HWL 1093 INTERMEDIATE PRESSURE HWL 990 HIGH PRESSURE HWL 1093 INTERMEDIATE PRESSURE HWL 990 HIGH PRESSURE HWL 1093 INTERMEDIATE PRESSURE HWL 990 HIGH PRESSURE HWL 1093 1/C1.14 PRV REMOVALS - PLAN VIEW 6" BUTTERFLY VALVE (TYP.) - 2 EA RE-GROUT BASE OF MANHOLE TO DRAIN TO SUMP INSTALL 6' OF 12" PVC BELOW SUMP PROVIDE 4" BLIND FLANGE AND THREAD 2 12" PIPE NIPPLE ONTO THE BLIND FLANGE (TYP.) - 2 EA ADJUSTABLE STAINLESS STEEL PIPE SUPPORT PER DETAIL 5/C1.14 ADJUSTABLE PIPE SUPPORT N.T.S. 5 C1.14 'U' BOLT PIPE SUPPORT GRINNELL FIG. 259, ELCEN FIG. 49, OR EQUAL ADJUSTABLE PIPE SUPPORT, GRINNELL FIG. 264, ELCEN FIG. 50, OR EQUAL 150 lb. THREADED REDUCING FLANGE, GALVANIZED DRYPACK 1" MINIMUM 3" MINIMUM MK-1 GALVANIZED ANCHOR BOLT OR SELF-DRILLING CONCRETE ANCHOR WITH STUD AND TWO (2) NUTS EACH, SIZE TO SUIT FLANGE TYP OF 4 AT 90D MK-2 3/C1.14 PROPOSED PRV - PLAN VIEW 2 C1.15 2 C1.15 REMOVE AND REPLACE ALL HATCHED PIPING, FITTINGS, AND VALVES REMOVE AND REPLACE ALL HATCHED PIPING, FITTINGS, AND VALVES Graphic Scale for 1/2"=1'-0" 1 20 643 4 C1.15 4 C1.15 6" X 4" CROSS 6" FLANGED COUPLING ADAPTER 2 12" ANGLED PRESSURE RELIEF VALVE (50-01) 2 1 2" PRESSURE REDUCING VALVE (90-01) 2 12" BALL VALVE (TYP.) - 3 EA 2 12" UNION 6" BUTTERFLY VALVE (TYP.) - 2 EA 6" X 4" CROSS 6" FLANGED COUPLING ADAPTER 6" BUTTERFLY VALVE (TYP.) - 2 EA 6" PRESSURE REDUCING VALVE (90-01) 6" PRESSURE REDUCING VALVE (90-01) C1.16 PRV STATION 2 REPLACEMENT GENERAL NOTES: 1.EXISTING 96" DIAMETER PRECAST STRUCTURE TO REMAIN. 2.EXISTING 6" PIPING ENTERING AND LEAVING THE PRECAST STRUCTURE TO REMAIN. EXISTING 6" PIPE TO REMAIN EXISTING 6" PIPE TO REMAIN PRESSURE GAUGE (TYP.) - 2 EA 6" X 4" TEE SALVAGE AND REINSTALL R-1741-D CASTING. ADJUST TO GRADE WITH HDPE ADJUSTING RINGS (36" I.D.) EXISTING 108" DIA. PRECAST CONCRETE MANHOLE SECTION TO REMAIN DIRECT VALVE DISCHARGE PIPING TO THE SUMP SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\ENV\135777 PRV STATIONS.dwg 2/12/2025 11:53:13 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 1/30/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R INTERMEDIATE PRESSURE HWL 990 HIGH PRESSURE HWL 1093 INTERMEDIATE PRESSURE HWL 990 HIGH PRESSURE HWL 1093 INTERMEDIATE PRESSURE HWL 990 HIGH PRESSURE HWL 1093 INTERMEDIATE PRESSURE HWL 990 HIGH PRESSURE HWL 1093 NEW 6" X 4" TEE RE-GROUT BASE OF MANHOLE TO DRAIN TO SUMP INSTALL 6' OF 12" PVC BELOW SUMP PROVIDE 4" BLIND FLANGE AND THREAD 2 1 2" PIPE NIPPLE ONTO THE BLIND FLANGE (TYP.) - 2 EA ADJUSTABLE STAINLESS STEEL PIPE SUPPORT PER DETAIL 5/C1.15 ADJUSTABLE PIPE SUPPORT N.T.S. 5 C1.15 'U' BOLT PIPE SUPPORT GRINNELL FIG. 259, ELCEN FIG. 49, OR EQUAL ADJUSTABLE PIPE SUPPORT, GRINNELL FIG. 264, ELCEN FIG. 50, OR EQUAL 150 lb. THREADED REDUCING FLANGE, GALVANIZED DRYPACK 1" MINIMUM 3" MINIMUM MK-1 GALVANIZED ANCHOR BOLT OR SELF-DRILLING CONCRETE ANCHOR WITH STUD AND TWO (2) NUTS EACH, SIZE TO SUIT FLANGE TYP OF 4 AT 90D MK-2 PRV REMOVALS - SECTION VIEW 1/2" = 1' - 0" 2 C1.15 PROPOSED PRV - SECTION VIEW 1/2" = 1' - 0" 4 C1.15 1/C1.15 PRV REMOVALS - PLAN VIEW 3/C1.15 PROPOSED PRV - PLAN VIEW >>lllllllllllllllM M M M M M D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DDD DD D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>> > > >>>>>>>>>>>>> >> > > >> >>>>>>>>W W E EEEEEE E EEEEEEEEEEEEEEEE E E E E E E E E E E E E E E E EEEEEEEEEEE EEEEE E E E EEE E E EE E E EEEEEEEE E E E E E E E E E E EEEEEEEE E E E EEEEEEEEEE E E EE E EEEEEE E E E E Hidden Valley Hollow 70th Street S 74th Street S 74th Street S72nd Str e et S 72nd Street Court S H i d d e n V a l l e y T r a i l Hinton Avenue SHomestead AvenueHidden Valley PondHyde AvenueHidden Valley RidgeHardwood Avenue S73 r d S t r e e t S Hidden Valley Lane73rd Street S 74th Street S Red Pine RoadHidden Valley CoveHidden Valley Terrace Hidden Valley CourtHardwood Avenue73rd Street S Hidden Va l ley LaneHidden Valley TrailHidden Valley LaneHidden Valley TrailHidden Valley Trai l Hid d e n V a l l e y T r a i l 74th Street S74th Stree t S 74th Street SHinton Avenue SHarkness Avenue SHyde Avenue7370 7368 7356 73447330 7322 7318 72907288 7276 7262 7250 7256 7234 7222 7198 7176 7142 7159 7169 7191 7213 7245 7267 7289 7288 7266 7244 7182 7140 71007135 7177 7239 7251 7293 746174637465 7467 7471 7475 7479 7481 7483 7485 7487 7491 7493 7497 7499 7448 7457 7455 7451 7447 7443 74417444 7442 7438 7428 7416 7404 7394 7382 7230 7228 7216 7204 7192 7399 7393 7379 7367 73397311 7292 7278 7713 7739 7763 7781 7750 7742 7730 7712 7191 7183 7173 7157 7212 7192 7184 7170 7162 7155 7153 7151 7149 71477143 7139 7137 7135 7158 71467134 7127 7129 7131 71337141 7145 7149 7157 76787636 7346 7334 7320 7264 7244 7393 7385 7371 7359 7347 7341 7335 7319 7305 7301 7265 7592 7576 7560 7544 7528 7512 7515 7525 7547 7567 7575 7591 7450 7435 7423 7421 7419 7417 7415 7413 7395 7303 7594 7552 71387144 7150 7530 7529 7541 7573 7615 7657 7699 7229 7217 7205 7191 7179 7180 7178 7740 7736 7732 7728 77247722 7718 7714 7710 7700 7660 7640 7610 7739 7439 7437 7733 7729 7725 7721 77177715 7711 7707 7703 7699 76697649 7629 7609 7407 7409 7411 7419 7421 7423 74257427 7429 7431 7433 7437 74417445 7449 7408 7416 7424 743274407448 7388 73827366 72nd Street S SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C201.dwg 2/12/2025 11:53:40 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C2.01 EROSION CONTROL PLANFEETSCALE 0 150 300 HORZ. LEGEND INLET PROTECTION (SEE DETAIL ERO-9) EROSION CONTROL NOTES: 1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION HAS BEEN ESTABLISHED. 2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED. 3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE COURSE OF THE PROJECT. 4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE REQUIREMENTS. 5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE CONTRACTOR THROUGHOUT THE PROJECT. 6.ALL DISTURBED AREAS SHALL BE RESTORED WITH TOPSOIL BORROW, SEED (RESIDENTIAL TURFGRASS - RT), FERTILIZER AND HYDRAULIC MATRIX TYPE MULCH. STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PERMANENT STORMWATER MANAGEMENT SYSTEM: Type of storm water management used if more than 1 acre of new impervious surface is created: PROJECT LOCATION 1-MILE BOUNDARY RECEIVING WATERS PAVEMENT MANAGEMENT PROJECT - 2025 CITY OF COTTAGE GROVE WASHINGTON COUNTY, MINNESOTA PROJECT LOCATION: RECEIVING WATERS: Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, within 1-mile of the project boundary are identified on the USGS 7.5 min quad map above. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific BMPs relative to construction activities listed in the permit for special, prohibited, restricted, or impaired have been incorporated into this plan. All specific BMPs listed in approved TMDLs and those BMPs listed for construction related waste load allocations have also been incorporated. DESCRIPTION OF CONSTRUCTION ACTIVITIES AND STORMWATER MANAGEMENT: Construction activities include: Pavement replacement, sanitary sewer and water main repairs, essential curb improvements, temporary erosion and sediment control, and permanent stabilization. Stormwater from the north and central portions of the site currently is collected by curb and gutter and conveyed to the northwest into stormwater retention ponds. Stormwater from the southern portion of the site is collected by curb and gutter and conveyed south into a stormwater retention pond. After construction is complete stormwater will remain the same. This project does not require stormwater management BMPs. IMPLEMENTATION SCHEDULE AND PHASING: The Contractor is required to provide an updated schedule and site management plan meeting the minimum requirements of Section 1717 of the Minnesota Standard Specifications for Construction. 1)Submit SWPPP Updates to Engineer. Submittal shall include any requested changes to the SWPPP, including but not limited to: Trained Personnel, Locations for Stockpiles, Concrete Washout, Sanitation Facilities, Types and Locations of Erosion & Sediment Control. Failure to submit updates shall be considered acceptance of the SWPPP as designed with no changes. 2)Install perimeter sediment control, inlet protection, and construction exit. 3)Add additional temporary BMPs as necessary during construction based on inspection reports. 4)Ensure final stabilization measures are complete. 5)Provide digital copy of all Field SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner. 6)Submit Notice of Termination (NOT) to MPCA. NOTE: The NOT must be submitted to MPCA before Final Stabilization is considered complete. The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This information shall be kept up to date until the project NOT is filed. RESPONSIBLE PARTIES: The Contractor and Owner will be joint applicants under the MPCA's General Stormwater Permit for Construction Activity as required by the National Pollutant Discharge Elimination System (NPDES) Phase II program. The Contractor shall provide one or more trained Construction SWPPP Manager(s) knowledgeable and experienced in the application of erosion prevention and sediment control BMPs that will oversee the implementation of the SWPPP, and the installation, inspection and maintenance of the erosion prevention and sediment control BMPs. A Construction SWPPP Manager must be available for an on-site inspection within 72 hours upon request by the MPCA. ADDITIONAL COMPENSATION Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of BMPs to accommodate Contractor phasing. DOCUMENT RETENTION Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit and for three (3) years following the NOT. GENERAL STORMWATER DISCHARGE REQUIREMENTS All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge have been included in the preparation of this SWPPP. These include but are not limited to: 1.The expected amount, frequency, intensity, and duration of precipitation. 2.The nature of stormwater runoff and run-on at the site 3.Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion. 4.The range of soil particle sizes expected to be present on the site. Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in digital format upon written request to the Engineer. FEETSCALE 0 1500 3000 Wet Sedimentation Basin Infiltration/Filtration Regional Pond X Permanent Stormwater Management Not Required COUNTY TOWNSHIP RANGE SECTION LATITUDE LONGITUDE WASHINGTON T27N R21W 08 44.8445°-92.9528° BMP SUMMARY QUANTITY UNIT Inlet Protection 47 Units Seed, Fertilizer, Hydromulch SY Street Sweeper with Operator HR Skidsteer with Operator HR NAME OF WATER BODY TYPE (ditch, pond, wetland, lake, etc.) Special, Prohibited, Restricted Water 1 Flows to Impaired Water Within 1-Mile 2 USEPA Approved Construction Related TMDL 3 HAMLET PARK POND POND NO NO NO COMPANY CONTACT PERSON PHONE OWNER:City of Cottage Grove Ryan Burfeind 651-458-2800 SWPPP DESIGNER:Bolton & Menk, Inc.Brian Rucker 952-256-3523 CONTRACTOR:TBD TBD TBD CONSTRUCTION SWPPP MANAGER:TBD TBD TBD PARTY RESPONSIBLE FOR LONG TERM O&M:City of Cottage Grove Ryan Burfeind 651-458-2800 Total Project Size (disturbed area) =11.5 ACRES Existing area of impervious surface =11.5 ACRES Post construction area of impervious surface =11.5 ACRES Total new impervious surface area created =0.0 ACRES Planned Construction Start Date:05/01/2025 Estimated Construction Completion Date:10/31/2025 PROJECT AREAS: PROJECT LOCATION PROJECT BOUNDARY NATIONAL WETLANDS INVENTORY IMPAIRED, SPECIAL OR PROTECTED WATERSOR 1-MILE BOUNDARY LEGEND RECEIVING WATERS R 1 Special, prohibited, and restricted waters are listed in Section 23 of the MN Construction Stormwater General Permit (MNR100001). 2 Identified as impaired under section 303 (d) of the federal Clean Water Act for phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. 3 Construction Related TMDLs include those related to: phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C202.dwg 2/12/2025 11:53:55 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C2.02STORMWATER POLLUTION PREVENTION PLAN SWPPP PLAN Information contained in this SWPPP narrative sheet summarizes requirements of the GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PROGRAM - Permit No: MN Rl0000l (Permit) as they apply to this project. All provisions of the Permit including those not specifically cited herein shall apply to this project. The Contractor is responsible to be familiar with and comply with all conditions of the permit. The full text of the Permit is available at: https://www.pca.state.mn.us/sites/default/files/wq-strm2-80a.pdf SWPPP AMENDMENTS AND SUBMITTALS Contractor must prepare and submit to the Engineer a SWPPP amendment as necessary to include additional Best Management Practices (BMPs) to correct problems identified or address the following situations. 1.Contact information and training documentation for Construction SWPPP Manager and BMP Installer, 2.There is a change in construction method of phasing, operation, maintenance, weather or seasonal conditions not anticipated during the design of the SWPPP including but not limited to: a.Types and/or Locations of BMPs b.Material Storage and Spill Response c.Fueling Plans d.Locations for Stockpiles, Concrete Washout, and Sanitation Facilities and e.Project Phasing 3.It is determined that the SWPPP is not achieving objectives of minimizing pollutants in stormwater discharges associated with construction activity, or 4.The SWPPP is not consistent with the terms and conditions of the permit. The Contractor may implement SWPPP amendments immediately and is not required to wait for Engineer review of the submittal. The responsibility for completeness of SWPPP amendments and compliance with the Permit lies with the Contractor. Review, comment, or lack of comment by the Engineer on a SWPPP amendment shall not absolve the responsibilities of the Contractor in any way. If a change order is issued for a design change the SWPPP amendment will be prepared by the Engineer and included in the change order. In addition to SWPPP amendments, the Contractor shall submit to the Engineer Weekly Erosion and Sediment Control Schedule meeting the requirements of MnDOT 1717. The Contractor shall keep copies of all SWPPP amendments, Weekly Erosion and Sediment Control Schedules, inspection logs, and maintenance logs with the field copy of the SWPPP. A PDF copy of these documents will be provided along with a copy of the final Field Copy of the SWPPP to the Engineer along with the signed Notice of Termination when final stabilization is complete. EROSION PREVENTION PRACTICES Stormwater conveyance channels shall be routed around unstabilized areas. Erosion controls and velocity dissipation devices shall be used at outlets within and along the length of any constructed conveyance channel. The normal wetted perimeter of all ditches or swales, including storm water management pond slopes, that drain waters from the site must be stabilized within 200' of any property edge or discharge point, including storm sewer inlets, within 24 hours of connection. Temporary or permanent ditches or swales used as sediment containment during construction do not need to be stabilized during temporary period of use and shall be stabilized within 24 hours after no longer used as sediment containment. Mulch, hydromulch, tackifier, or similar practice shall not be used in any portion of the wetted perimeter of a temporary or permanent drainage ditch or swale section with a continuous slope of greater than 2 percent. Energy dissipation shall be installed at all temporary or permanent pipe outlets within 24 hours of connection to a surface water or permanent stormwater treatment system. The Contractor shall phase construction and use construction methods to the extent practical to minimize exposed soils. The project phasing shall be documented in the Weekly Erosion and Sediment Control Schedule. SEDIMENT CONTROL PRACTICES Down gradient BMPs including perimeter BMPs must be in place before up gradient land- disturbing activities begin and shall remain in place until final stabilization. All BMPs that have been adjusted or removed to accommodate short-term activities shall be re-installed or replaced the earlier of the end of the work day or before the next precipitation event even if the activity is not complete. Inlet BMPs may be removed for specific safety concerns. The BMPs shall be replaced as soon as the safety concern is resolved. The removal shall be documented in the SWPPP as a SWPPP amendment. Temporary stockpiles must have sediment control BMPs. The Contractor shall prepare and submit to the Engineer a SWPPP amendment showing the location of temporary stockpiles and the BMPs for each stockpile. The SWPPP amendment must meet the minimum requirements of Section 9 of the Permit. Soil compaction shall be minimized and topsoil shall be preserved, unless infeasible or if construction activities dictate soil compaction or topsoil stripping. The use of polymers, flocculants, or other sedimentation treatment chemicals are not proposed as part of this SWPPP as designed by the Engineer. If methods or phasing of construction require the use of any of these chemicals, the Contractor shall prepare and submit to the Engineer a SWPPP amendment that meets the minimum requirements of Section 9 of the Permit. TEMPORARY SEDIMENTATION BASINS A temporary sedimentation basin has not been included in this SWPPP as designed by the Engineer. If a basin is later determined to be desirable or necessary the Contractor shall prepare and submit to the Engineer a SWPPP amendment. Temporary sedimentation basins shall meet or exceed the minimum requirements of Section 14 of the Permit and shall include a basin draining plan meeting or exceeding the minimum requirements of Section 10 of the Permit. Where the site discharges to Special and/or Impaired Waters the SWPPP amendment shall also meet or exceed the minimum requirements of Section 23 of the permit. DEWATERING A dewatering plan has not been included in this SWPPP as designed by the Engineer. If dewatering is required for this project, the Contractor shall prepare and submit to the Engineer a SWPPP amendment. All dewatering shall meet or exceed the minimum requirements of Section 10 of the Permit. POLLUTION PREVENTION Products and materials that have the potential to leach pollutants that are stored on the site must be stored in a manner designed to minimize contact with stormwater. Materials that are not a source of potential contamination to stormwater or that are designed for exposure to stormwater are not required to be covered. Hazardous materials including but not limited to pesticides, fertilizer, petroleum products, curing compounds and toxic waste must be properly stored and protected from stormwater exposure as recommended by the manufacturer in an access restricted area. Solid waste must be stored, collected and disposed of in compliance with Minnesota Administrative Rules Chapter 7035. Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. CH 7041. Exterior vehicle or equipment washing on the project site shall be limited to a defined area of the site. No engine degreasing is allowed on site. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. The Contractor shall prepare and submit a SWPPP amendment detailing the location and BMPs proposed for storage of materials, solid waste, portable toilets, and exterior vehicle or equipment washing on the site. The SWPPP amendment shall include a spill prevention and response plan that is appropriate for the materials proposed to be on the site. The SWPPP amendment shall meet or exceed the minimum requirements of Section 12 of the Permit. INSPECTION & MAINTENANCE A trained person shall routinely inspect the entire construction site at the time interval indicated on this sheet of the SWPPP during active construction and within 24-hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection that occurs within 24-hours after a rainfall event, the next inspection must be conducted at the time interval indicated in the Receiving Waters Table found on the SITE PLAN AND INFORMATION SHEET of the SWPPP. All inspections and maintenance conducted during construction must be recorded on the day it is completed and must be retained with the SWPPP. Inspection report forms are available in the Project Specifications. Inspection report forms other than those provided shall be approved by the engineer. The Contractor may request a change in inspection schedule for the following conditions: a.Inspections of areas with permanent cover to be reduced to once per month, b.Inspections of areas that have permanent cover and have had no construction activity for 12 months to be suspended until construction resumes, c.Inspections of areas where construction is suspended due to frozen ground conditions, inspections to be suspended until the earlier of within 24 hours of runoff occurring, or upon resuming construction. No change in inspection schedule shall occur until authorized by the Engineer. Inspections must include: 1.All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures to ensure integrity and effectiveness. 2.Surface waters, including drainage ditches and conveyance systems for evidence of erosion and sediment deposition. 3.Construction site vehicle exit locations, streets and curb and gutter systems within and adjacent to the project for sedimentation from erosion or tracked sediment from vehicles. 4.Infiltration areas to ensure that no sediment from ongoing construction activity is reaching the infiltration area and that equipment is not being driven across the infiltration area. All non-functioning BMPs and those BMPs where sediment reaches one-half (1/2) of the depth of the BMP, or in the case of sediment basins one-half (1/2) of the storage volume, must be repaired, replaced, or supplemented by the end of the next business day after discovery, or as soon as field conditions allow. Permittees must repair, replace or supplement all nonfunctional BMPs with functional BMPs by the end of the next business day after discovery, or as soon as field conditions allow. Any sediment that escapes the site must be removed and the area stabilized within 7 calendar days of discovery unless precluded by legal, regulatory, or physical access in which case the work shall be completed within 7 calendar days of authorization. Paved surfaces such as streets shall have any escaped or tracked sediment removed by the end of the day that it is discovered. Sediment release, other than paved surfaces that can be cleaned up with street sweeping shall be reported immediately upon discovery to the Engineer. PUBLIC WATER RESTRICTIONS: For public waters that have been promulgated "work in water restrictions" during fish spawning time frames, all exposed soil areas that are within 200 feet of the water's edge, and drain to these waters must complete stabilization within 24-hours during the time period. MN DNR permits are not valid for work in waters that are designated as infested waters unless accompanied by an Infested Waters Permit or written notification has been obtained from MN DNR stating that such permit is not required. There is no exception for pre-existing permits. If a MN DNR Permit has been issued for the project and the water is later designated as infested, the Contractor shall halt all work covered by the MN DNR Permit until an Infested Waters Permit is obtained or that written notification is obtained stating that such permit is not required. FINAL STABILIZATION Final Stabilization is not complete until all the following requirements have been met: 1.Substantial Completion has been reached and no ground disturbing activities are anticipated. 2.Permanent cover has been installed with an established minimum uniform perennial vegetation density of 70 percent of its expected final growth. Vegetation is not required in areas where no vegetation is proposed by this project such as impervious surfaces or the base of a sand filter. 3.Accumulated sediment has been removed from all permanent stormwater treatment systems as necessary to ensure the system is operating as designed. 4.All sediment has been removed from conveyance systems 5.All temporary synthetic erosion prevention and sediment control BMPs have been removed. BMPs designated on the SWPPP to remain to decompose on-site may remain. 6.For residential construction only, permit coverage terminates on individual lots if the structures are finished and temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. 7.For agricultural land only (e.g., pipelines across cropland), the disturbed land must be returned to its preconstruction agricultural use prior to submitting the NOT. SITE STABILIZATION COMPLETION: SITE INSPECTION INTERVAL: SPECIAL ENVIRONMENTAL CONSIDERATIONS AND PERMITS: TYPE OF PERMIT PERMITTING AGENCY PERMIT STATUS AND CONDITIONS Construction Stormwater NPDES MPCA In Progress 1)Was an environmental review required for this project or any part of a common plan of development or sale that includes all or any portion of this project?NO 2)Does any portion of the site have the potential to affect threatened or endangered species or their critical habitat?NO 3)Does any portion of this site discharge to a Calcareous fen.NO 4)Will any portion of the site potentially affect properties listed on the National Register of Historic Places or a known or discovered archeological site?NO 5)Have any Karst features have been identified in the project vicinity?NO 6)Is compliance with temporary or permanent stormwater management design requirements infeasible for this project?NO 7)Has the MN DNR promulgated "work in water restrictions" for any Public Water this site disharges to during fish spawning?NO A trained person shall routinely inspect the entire construction site during active construction at an interval of no more than:7 calendar days SWPPP DESIGNER TRAINING DOCUMENTATION: Stabilization of exposed soils shall begin immediately and shall be completed after the construction activity has temporarily or permanently ceased no later than: 14 calendar days SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C202.dwg 2/12/2025 11:53:56 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C2.03STORMWATER POLLUTION PREVENTION PLAN SWPPP NARRATIVE © 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 155B 301B 301B 411C 411C 411B 155C 411B 857C 155C 411B 454D 454C 301B 454B 155C 367B 301B 301B 155B 1029 1029 468 301B 155D 411B 155C 411C 155C 411B 411B 411C 155B 155C 155C 411 LEGEND PROJECT BOUNDARY SOIL TYPE NATIONAL WETLANDS INVENTORY DWSMA, LOW VULNERABILITY STEEP SLOPES (>33.3%) RECEIVING WATERS IMPAIRED, SPECIAL OR PROTECTED WATERS SOIL TYPE SUMMARY Map Unit Symbol Soil Name Hyd. Soil Group Erodibility 1029 Pits, gravel 155B Chetek sandy loam, 1 to 6 percent slopes A Class 1 155C Chetek sandy loam, 6 to 12 percent slopes A Class 1 155D Chetek sandy loam, 12 to 25 percent slopes A Class 1 301B Lindstrom silt loam, glaciated, 2 to 4 percent slopes B Class 1 367B Crystal Lake silt loam, 1 to 6 percent slopes C 411 Waukegan silt loam, 0 to 2 percent slopes B 411B Waukegan silt loam, 2 to 6 percent slopes B 411C Waukegan silt loam, 6 to 12 percent slopes B 454B Mahtomedi loamy sand, 0 to 6 percent slopes A 454C Mahtomedi loamy sand, 6 to 12 percent slopes A 454D Mahtomedi loamy sand, 12 to 25 percent slopes A 468 Otter silt loam B/D 857C Urban land-Waukegan complex, 3 to 15 percent slopes NHEL - Not Highly Erodible Land PHEL - Potentially Highly Erodible Land HEL - Highly Erodible Land FEETSCALE 0 200 400 R SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C204.dwg 2/12/2025 11:54:20 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C2.04STORMWATER POLLUTION PREVENTION PLAN SWPPP SOILS D S EEEEEEEEEEEEEEEEEEEEEEEEEEEEEESEE SHEET C3.02 FOR TRAIL IMPROVEMENTS 624+00624+73.62 897.58 897.61 897.27 897.65 898.00 898.61 898.29898.15 898.04 SPORTS COURT PATIO TABLE PER SPECIAL-1/C1.13 SHADE STRUCTURE SEE SHEET S1.01 8' BITUMINOUS TRAIL PER STR-9/C1.10 INSTALL ROCK MULCH PROVIDED BY CITYINSTALL BENCH PER SPECIAL-2/C1.13 PROVIDED BY CITY CONCRETE CURB PER DETAIL ON SHEET C1.02 EXISTING CITY MONUMENT REMOVE TRAIL AND PEDESTRIAN RAMP REPLACE WITH 6" TOPSOIL AND SEED REMOVE AND REPLACE CURB & GUTTER 6" CONCRETE SIDEWALK 1.41% 1 . 5 9% 1. 6 0 % 1. 6 0 % 1. 4 2 % 1. 4 9 % 1 1 . 0 1% 10.05%10.05%4.12%4.12% 4.28% 12.51% 10.88% PROVIDE 4' BUFFER AT 4.0% MAX TIE IN TO EXISTING GRADE WITH 10% MAX SLOPES 1.45%898.07 REMOVE AND REPLACE CURB TO CREATE ACCESS DEPRESSION ACCESS TO INCLUDE 4' BOTTOM AND 5' TAPERS EXISTING PLAYGROUND TO BE REMAIN EXISTING CONCRETE CURBING TO BE PROTECTED INSTALL TRASH CAN PER SPECIAL-3/C1.13 PROVIDED BY CITY BASKETBALL POLE AND BACKBOARD DETAIL ON SHEET C1.02 40'30'C3.01 PARK IMPROVEMENTSFEETSCALE 0 10 20 HORZ. SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C301.dwg 2/12/2025 11:54:36 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R R LEGEND 6" TOPSOIL BORROW, SEED, AND HYDRO MULCH M D D D D D D D D D D D S S S S S S S S S S S S S EEEEEEEEEEEEEEEE E E E E E E E E E EEEEEEEEEEEEEE E E E E E E E E E610611612612613614615 616 617 618 619 620 621622 623623 Hinton Avenue SHidden Valley LaneHidden Valley Terrace Hidden Valley Trail73r d S t r e e t S PEDESTRIAN CURB RAMP PER MNDOT STANDARD 5-297.250 (TYP.) SAWCUT & MATCH EXISTING BITUMINOUS TRAIL CONSTRUCT 8' BITUMINOUS TRAIL PER TYPICAL SECTION D/C1.01 SUPPLEMENT GRAVEL AS DIRECTED BY ENGINEER SEE SHEET C3.01 FOR PARK IMPROVEMENTS CONSTRUCT 8' BITUMINOUS TRAIL PER TYPICAL SECTION D/C1.01 SUPPLEMENT GRAVEL AS DIRECTED BY ENGINEER 840 850 860 870 880 890 900 910 920 930 840 850 860 870 880 890 900 910 920 930 840 850 860 870 880 890 900 910 920 930 840 850 860 870 880 890 900 910 920 930 2.77% -1.88% -0.14% -6.36% -9.08 % -4.75% -5.76% -2.06% -3.29%VPI: 613+00.00EL: 901.43VPI: 623+34.97EL: 855.20VPI: 613+20.09 EL: 901.99 A = -7.52% K = 3.32 L=25' VPI: 613+71.71 EL: 899.53 A = -1.01% K = 49.63 L=50'VPI: 615+67.78 EL: 891.65 A = -1.24% K = 40.40 L=50' VPI: 616+80.97 EL: 887.92 A = -3.07% K = 16.28 L=50' VPI: 619+34.22 EL: 871.80 A = -2.72% K = 18.38 L=50' VPI: 621+77.72 EL: 858.16 A = -1.74% K = 20.17 L=35' VPI: 614+75.90 EL: 893.54 A = 3.70% K = 20.26 L=75' VPI: 620+82.98 EL: 858.29 A = 8.94% K = 5.59 L=50'HP: 613+16.81EL: 901.77VPC: 613+07.59EL: 901.64VPC: 613+46.71EL: 900.72VPC: 616+55.97EL: 888.74VPC: 619+09.22EL: 873.39VPC: 621+60.22EL: 858.18VPC: 615+42.78EL: 892.16VPT: 615+13.40EL: 892.77VPT: 621+07.98EL: 858.26VPT: 613+32.59EL: 901.39VPT: 613+96.71EL: 898.10VPT: 617+05.97EL: 886.33VPT: 619+59.22EL: 869.53VPT: 621+95.22EL: 857.83VPT: 615+92.78EL: 890.82VPC: 614+38.40EL: 895.70VPC: 620+57.98EL: 860.56-2.44%VPI: 610+00.00EL: 906.73VPI: 612+07.62EL: 901.66MATCH EXISTING GRADE SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C302.dwg 2/12/2025 11:55:15 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C3.02 TRAIL IMPROVEMENTSFEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT. HIDDEN VALLEY PARK TRAIL R MDDDDDDDDDDDDDDDD>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllSSSS SSSSSSSSSSSSSSSSSSE E E EE E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEE EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEE114+001 1 5 + 0 0 116+00 117+ 0 0 118 + 0 0 11 9 + 0 0 12 0 + 0 0 12 1 + 0 0 122 + 0 0 123 + 0 0 124 + 0 0 125 + 0 0 126 + 0 0 127+ 0 0 128+00 129+00 7346 7334 7320 7264 7244 7393 7385 7371 7359 7347 7341 7335 7319 7305 7301 7265 7592 7576 7575 7591 7423 7421 7740 7736 7732 7728 7724 7722 7718 7714 7710 7700 7660 7640 7610 7739 7733 7729 77257721 7717 7715 7711 7707 7703 7699 7669 7649 7629 7609 7407 7409 7411 7419 74217423 7425 7427 7429 7431 7433 7408 7416 7388 7382 7366 74th Street S Hid d e n V a l l e y T r a i l Hidde n V a l l e y T r a i lHidden Valley Trail74th Street S74th Street SHinton Avenue S Hidden Valley TrailHidden ValleyTrailREMOVE AND REPLACE CASTING (R-1642) ADD 16" SECTION, 48" DIA ADD 1' SECTION, 48" DIA ADD 1' SECTION, 48" DIA EXTEND HYDRANT BARREL, 6" REMOVE AND REPLACE VALVE BOX TOP SECTION AND COVER WATER MAIN EVALUATION EXCAVATION REMOVE AND REPLACE VALVE BOX TOP SECTION AND COVER CLEAN VALVE BOX CLEAN VALVE BOX REMOVE AND REPLACE VALVE BOX TOP SECTION AND COVER WATERMAIN EVALUATION EXCAVATION CLEAN VALVE BOX REMOVE AND REPLACE TOP SECTION AND COVER REMOVE AND REPLACE VALVE BOX TOP SECTION AND COVER CLEAN VALVE BOX CLEAN VALVE BOX SS1397 SS1398 SS1400 SS1401 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C401.dwg 2/12/2025 11:55:43 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R SEE SHEET C4.04 SEE SHEETC4.02RC4.01 SANITARY SEWER & WATERMAIN IMPROVEMENTSFEETSCALE 0 50 100 HORZ. NOTES: 1.ADJUST ALL STRUCTURES WITHIN PAVED AREA (SEE C6.01 - C6.14) SEE SHEET C4.04 lllllllllllllllll l l l M M D D D D D D D D D D D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > >>>>> >>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllll l l l lllllllll l lllllllllll l llllll llllllll llllllll llll l l lllllllllllllllllll ll lll l l l l l l llllllllll l l S S S S S S S S S S S S S S S S S S S S S S S S S S S S W EEEEEEEEEEEEEEE E E E E E E E E EEEEEE EEEEEEEEE E E E E E E E E E EEEE E E E E E E E EE E E EEEEEEEEEEEEEEEE E E E E E E E E 128+00129+00130+00131+00132+001 3 3 + 0 0 13 4 + 0 0 135 + 0 0 136+00137+00 138+00 139+ 0 0 140+00141+00142+00143+00144+00145+007176 7142 7228 7216 7204 7192 7713 7739 7763 7781 7750 7742 7730 7712 7191 7183 7173 7157 7212 7192 7184 7170 7162 7155 7153 7151 7149 71477143 7139 7137 7135 7158 7146 7134 7127 7129 7131 7133 7141 7145 7149 7157 76787636 7594 7552 7138 7144 7150 7530 7529 7541 7573 7615 7657 7699 7229 7217 7205 7191 7179 7180 7178 72nd Str e et S 72nd Str e et C o urt SHi d d e n V a l l e y T r a i l Hinton Avenue SHidden Va l ley LaneHidden Valley TrailHidden Valley Lane7 3 r d S t r e e t S PATCH STRUCTURE ADD 2' SECTION, 48" DIA CLEAR AND GRUB TREE (3 EA) CONIFEROUS TREE - 6' TANNENBAUM MUGO PINE (2 EA) CLEAN VALVE BOX CLEAN VALVE BOX WATERMAIN EVALUATION EXCAVATION EXTEND HYDRANT BARREL, 6" REMOVE AND REPLACE VALVE BOX TOP SECTION AND COVER CLEAN VALVE BOX CLEAN VALVE BOX CLEAN VALVE BOX CLEAN VALVE BOX CLEAN VALVE BOX SS1374 SS1377 SS897 REMOVE AND REPLACE EXISTING PRV STATION #1 PER DETAIL ON SHEET C1.15 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C401.dwg 2/12/2025 11:55:55 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R R C4.02 SANITARY SEWER & WATERMAIN IMPROVEMENTSFEETSCALE 0 50 100 HORZ. SEE SHEET C4.01SEE SHEETC4.03NOTES: 1.ADJUST ALL STRUCTURES WITHIN PAVED AREA (SEE C6.01 - C6.14) SEE SHEET C4.04 >>llllllllllMD D D D D D D D D D D D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllll l l l l l l l l l l l l l l lllllllll lllllllllll lllllllllllllllllllllllllllllllll l l l l l l l l lllllllllS S S S S S S S S S SS S S S S S S S SS S EEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE 141+00142+00143+00144+00145+00146+007256 7234 7222 7198 71767169 7191 7213 7245 7267 7289 7288 7266 7244 7182 7140 7135 7177 7239 7251 7293 7230 7228 7216 7204 7192 7399 7393 7379 73677339 7311 7292 7278 7145 7180 7178 Hidden Valley PondHardwood Avenue S73rd Str e e t S Hidden Valley CoveHidden Valley T e r r a c e Hidden Valley Lane73r d S t r e e t S REMOVE AND REPLACE CASTING (R-1642) ADJUST CASTING MANHOLE IN LANDSCAPING ADD STEP TO MANHOLE PATCH DOGHOUSE UPSTREAM REMOVE AND REPLACE VALVE BOX TOP SECTION AND COVER CLEAN VALVE BOX EXTEND HYDRANT BARREL, 1' CLEAN VALVE BOX SS911 SS1699 SS897 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C401.dwg 2/12/2025 11:56:06 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C4.03 SANITARY SEWER & WATERMAIN IMPROVEMENTSFEETSCALE 0 50 100 HORZ. R SEE SHEET C4.04 SEE SHEETC4.02NOTES: 1.ADJUST ALL STRUCTURES WITHIN PAVED AREA (SEE C6.01 - C6.14) DDDDDDDDDDDDDDDDD>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>> > > > > > > > > > > >>>>> >>>>>>>>>>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>> > >>>>>>>>>>>>>>>>>>>> > >>>>>>>> >>lllllllllllllllllllllllll l l l l l l lllllllllllllllll l l l lllllllllllllll l ll l l lllllllllllll llllllllllllllllllllllllllllllllllllllSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWEEE E E E E E E E E E E E E E E E E E E EEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEE E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEE E E E EEEEEEEEEEEEEEEEE E E EEEEE E E EEEEEEE110+00111+00112+00113+00114+00145+ 0 0 146+ 0 0 147+0 0 148+00 149+00 150+00 151+00 152+00 153+ 0 0 15 4 + 0 0 155+ 0 0 156+00 157+0 0 158+00158+66.37 7370 73687356 7344 7330 7318 7290 7288 7276 7262 7461 7463 7465 7483 7485 7487 74917493 7497 7499 7448 7457 7455 7451 7447 7443 7441 7444 7442 7438 7428 7416 7404 7394 7382 7560 7544 7528 7512 7515 7525 7547 7567 7575 7450 7435 7423 7421 7419 7417 7415 7413 7395 7303 7229 7439 7437 7437 7441 7445 7449 7416 7424 7432 7440 7448 H i d d e n V a l l e y H o l l ow Hidden Va l ley R idge Hidden Valley Lane Hidden Valley Terrace73rd Street SH i d d e n V a l l e y C o u r t Hidden Valley TrailHidden Valley Lane74th Street S REMOVE 16" SECTION ADD 1' SECTION (UNDER CONE) ADD 16" SECTION, 48" DIA PATCH DOGHOUSES REMOVE AND REPLACE CASTING (R-1642) REMOVE AND REPLACE STEP ADD 1' SECTION, 48" DIA CLEAN VALVE BOX RECONSTRUCT VALVE BOX (5 LF) CLEAN VALVE BOX CLEAN VALVE BOX CLEAN VALVE BOX REMOVE AND REPLACE TOP SECTION AND COVER CLEAN VALVE BOX CLEAN VALVE BOX SS302 SS304 SS307 SS310 SS291 SS1651 SS1696 SS913 REMOVE AND REPLACE EXISTING PRV STATION #2 PER DETAIL ON SHEET C1.16 WATERMAIN EVALUATION EXCAVATION SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C401.dwg 2/12/2025 11:56:17 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C4.04 SANITARY SEWER & WATERMAIN IMPROVEMENTSFEETSCALE 0 50 100 HORZ.RSEE SHEET C4.01 SEE SHEETC4.02NOTES: 1.ADJUST ALL STRUCTURES WITHIN PAVED AREA (SEE C6.01 - C6.14) SEE SHEET C4.01 SEE SHEETC4.03 MDDDDDDDDDDDDDDDD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllSSSS SSSSSSSSSSSSSSSSSSSSEE E E EE E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEE EE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEE7212 7346 7334 7320 7264 7244 7393 7385 7371 7359 7347 7341 7335 7319 7305 7301 7265 7592 7576 7560 7575 7591 7423 7421 7573 7615 7657 7740 7736 7732 7728 7724 7722 7718 7714 7710 7700 7660 7640 7610 7739 7733 7729 77257721 7717 7711 7707 7703 7699 7669 7649 7629 7609 7407 7409 7411 7419 74217423 7427 7429 7431 7433 7408 7416 7424 7388 7382 7366 74th Street S Hid d e n V a l l e y T r a i l Hidde n V a l l e y T r a i l Hidden Valley Trail74th Street S74th Street SHidden Valley TrailHidden ValleyTrailREMOVE AND REPLACE CASTING (R-3067-VB) REMOVE AND REPLACE CASTING (R-3067-VB) REMOVE AND REPLACE CASTING (R-3067-VB) REMOVE AND REPLACE CASTING (R-3067-VB) ADD 12" SECTION, 48" DIA REMOVE AND REPLACE CASTING (R-3067-V) REMOVE AND REPLACE CASTING (R-3067-VB) REMOVE AND REPLACE CASTING (R-3067-V) REMOVE AND REPLACE 24" CASTING WITH 27" CASTING (R-1642) PATCH INVERT REMOVE AND REPLACE CASTING (R-3067-VB) REMOVE AND REPLACE CASTING (R-3067-V) REMOVE AND REPLACE CASTING (R-3067-VB) REMOVE AND REPLACE CASTING (R-3067-VB) PATCH DOGHOUSE REMOVE AND REPLACE TOP SLAB (48" DIA) REMOVE 10" SECTION PATCH DOGHOUSE REMOVE AND REPLACE TOP SLAB (48" DIA) REMOVE AND REPLACE CASTING (R-3067-V) REMOVE AND REPLACE CASTING (R-3067-V) REMOVE AND REPLACE STRUCTURE (48" DIA) 3.45' BUILD CONNECT TO 21" RCP (2 EA) REPLACE STRUCTURE (2'X3') 3.48' BUILD CONNECT TO 12" RCP REMOVE AND REPLACE CASTING (R-3067-VB) REPLACE STRUCTURE (2'X3') 2.93' BUILD CONNECT TO 12" RCP REMOVE AND REPLACE CASTING (R-3067-VB) LINE BLOCK STRUCTURE (48" DIA) 4.23' BUILD REMOVE AND REPLACE CASTING (R-3067-VB) ST4404 ST4405 ST4406 ST4412 ST4409 ST4410 ST4411 ST1226 ST1227 ST4413 ST4414 8 LF - 12" CIPP AT 10 LF, 33 LF, AND 89 LF FROM ST1226 ST1225 ST1214 ST1216 ST1222 ST1223 ST4483 ST4485 ST1645 ST1218 ST1220 ST1646 REMOVE AND REPLACE 8 LF 12" RCP AT 16' FROM ST1227 ST1215 ST4484 8 LF - 24" CIPP AT 104' FROM ST4483 8 LF - 12" CIPP AT 56 LF FROM ST1225 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C501.dwg 2/12/2025 11:56:47 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R SEE SHEETC5.04SEE SHEET C5.04 RC5.01 STORM SEWER IMPROVEMENTSFEETSCALE 0 50 100 HORZ. NOTES: 1.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN FIELD 2.ALL ROAD STRUCTURES ARE TO BE ADJUSTED DURING CONSTRUCTION. SEE C6.01 - C6.14 SEE SHEET C5.04 lllllllllllllllllll M M D D D D D D D D D D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > >>>>> >>>>>>>>>>>> >>>>>>>>>>>>>>>> >>>>>>>>>>>>>lllllllll l l l llllllllllllllllllllll l lllll lllllll llllllll lllll lllllllllllllllllllll ll lll l l l l l l llllllllll l l S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W EEEEEEEEEEEEEE E E E E E E E E E E EE EEE EEEEEEEE E E E E E E E E E EEEE E E E E E E E EE E EEEEEEEEEEEEEEEEE E E E E E E E E 7234 7222 7198 7176 7142 7230 7228 7216 7204 7192 7713 7739 7763 7781 7750 7742 7730 7712 7191 7183 7173 7157 7212 7192 7184 7170 7162 7155 7153 7151 7149 71477143 7139 7137 7135 7158 7146 7134 7127 7129 7131 71337141 7145 7149 7157 76787636 7594 7552 7138 7144 7150 7530 7529 7541 7573 7615 7657 7699 7229 7217 7205 7191 7179 7180 7178 72nd Str e et S 72nd Str e et C o urt SHi d d e n V a l l e y T r a i l Hinton Avenue SHidden Valley LaneHidden Valley TrailHidden Valley Lane7 3 r d S t r e e t S REMOVE AND REPLACE CASTING (R-1642) REMOVE AND REPLACE TOP SLAB (48" DIA) REMOVE 12" SECTION (2'X3') ADD 12" SECTION (48" DIA) ADD 12" SECTION, 48" DIA (BURIED) INSTALL R-1642 CASTING REMOVE AND REPLACE CASTING (R-3067-V) REMOVE AND REPLACE CASTING (R-3067-VB) REMOVE AND REPLACE CASTING (R-3067-VB) ST1230 ST4486 ST4487 ST1243 ST1244 ST1245 ST1741 ST1246 ST1247 ST1988 ST1990 ADD 24" SECTION, 48" DIA (BURIED) INSTALL R-1642 CASTING REMOVE AND REPLACE 8 LF - 18" RCP AT 55 LF FROM ST1247 COORDINATE PRIVATE UTILITY RELOCATION FOR LINE PASSING THROUGH PIPE (INCIDENTAL) ST1975 ST1992 REMOVE AND REPLACE CASTING (R-3067-VB) SALVAGE AND REINSTALL MAILBOX ON NEW CONCRETE PAD PER C6.03 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C501.dwg 2/12/2025 11:56:57 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R R C5.02 STORM SEWER IMPROVEMENTSFEETSCALE 0 50 100 HORZ.SEE SHEETC5.03NOTES: 1.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN FIELD 2.ALL ROAD STRUCTURES ARE TO BE ADJUSTED DURING CONSTRUCTION. SEE C6.01 - C6.14 SEE SHEET C5.04 SEE SHEET C5.01 >>lllllllllMD D D D D D D D D D D D D D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllll l l l l l l l l l l l l l l lllllllll lllllllllll llll l lllllllllllllllllllllllllllllllllllll l l l l l l l l llllllllS S S S S S S S S S S SS S S S S S S S SS S S SS W EEEEEEEEEEEEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE 7256 7234 7222 7198 71767169 7191 7213 7245 7267 7289 7288 7266 7244 7182 7140 7135 7177 7239 7251 7293 7230 7228 7216 7204 7192 7399 7393 7379 73677339 7311 7292 7278 7145 7149 7157 7229 7217 7205 7191 7180 7178 Hidden Valley PondHardwood Avenue S73rd Str e e t S Hidden Valley LaneHidden Valley CoveHidden Va l ley LaneHidden Valley Lane73r d S t r e e t S PATCH FES STRUCTURE CLEAN OUT FES REMOVE 15" SECTION ADD 12" SECTION, 60" DIA PATCH INVERT ADD 24" SECTION, 48" DIA REMOVE AND REPLACE CASTING (R-1642) ADJUST STRUCTURE WITH CONCRETE RINGS (OFFSET INTO ROADWAY) REMOVE AND REPLACE 12" FES ST1243 ST1741 ST1246 ST1247 ST1988 ST1975 ST1992 ST1982 ST1731 ST1732 ST1735 ST1738 ST1739 ST2000 ST2001 ST1991 REMOVE AND REPLACE 8 LF - 12" RCP AT 26 LF FROM ST1732 ST1003 Hidden Valley Te r r a c e SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C501.dwg 2/12/2025 11:57:08 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C5.03 STORM SEWER IMPROVEMENTSFEETSCALE 0 50 100 HORZ. R SEE SHEETC5.02SEE SHEET C5.04 NOTES: 1.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN FIELD 2.ALL ROAD STRUCTURES ARE TO BE ADJUSTED DURING CONSTRUCTION. SEE C6.01 - C6.14 >>DDDDDDDDDDDDDDDDD>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>> > > > > > > > > > > >>>>> >>>>>>>>>>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > >>>>>>>>>>>>>>>>>>>> > >>>>>>>> >>llllllllllllllllllllllll l l l l l l llllllllllllllllll ll lllllllllllllll l l l ll lllllllllllll lllllllllllllllllllllllllllllllllllllSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWEEE E E E E E E E E E E E E E E EE E E EEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEE E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEE E E E EEEEEEEEEEEEEEEEE E E EEEEE E EEEEEEE7370 73687356 7344 7330 7318 7290 7288 7276 7262 7250 7461 7463 7465 7471 7475 7483 7485 7487 74917493 7497 7499 7448 7457 7455 7451 7447 7443 7441 7444 7442 7438 7428 7416 7404 7394 7382 7560 7544 7528 7512 7515 7525 7547 7567 7575 7450 7435 7423 7421 7419 7417 7415 7413 7395 7303 7229 7439 7437 7437 7441 7445 7449 7416 7424 7432 7440 7448 H i d d e n V a l l e y H o l l ow Hidden Va l ley R idge Hidde n V a l l e y L a n eHidden Valley TerraceHid d e n V a l l e y L a n e 73rd Street SH i d d e n V a l l e y C o u r t Hidden Valley TrailHidden Valley Lane74th Street S Hidden Valley Cou r t REMOVE AND REPLACE CASTING (R-1642)PATCH DOGHOUSE LOCATE AND RAISE TO GRADE (BURIED) CONTRACTOR TO VERIFY HEIGHT OF ADJUSTMENT ADD SECTION IF RINGS EXCEED 15" REMOVE AND REPLACE CASTING (R-3067-VB) ADJUST MANHOLE IN GREENSPACE REMOVE AND REPLACE CASTING (R-3067-VB) PATCH DOGHOUSE PATCH INVERT AND DOGHOUSE LINE BLOCK STRUCTURE (4' DIA) 2.87' BUILD RECONSTRUCT INVERT PATCH STRUCTURE 8 LF - 12" CIPP AT 68 LF FROM ST1293 8 LF - 12" CIPP AT 26' FROM ST1293 REMOVE AND REPLACE 8 LF 18" RCP AT 108' FROM ST1294 ST1784 ST4408 ST1293 ST1294 ST1227 ST1976 ST1995 ST1996 ST1997 ST1726 ST1728 ST1729 ST1992 ST1737 LOCATE AND RAISE TO GRADE (BURIED) CONTRACTOR TO VERIFY HEIGHT OF ADJUSTMENT ADD SECTION IF RINGS EXCEED 15" REMOVE AND REPLACE 8 LF - 12" AT 160 LF FROM ST1744 REMOVE AND REPLACE 8 LF - 24" AT 31 LF FROM ST1983 ST4407 ST1744 ST1745 ST1983 REMOVE AND REPLACE LID WITH OPEN GRATED LID (R-2541) >>>>>>DDD>>>>>>>>>>>>7250 SALVAGE AND REINSTALL 48" FES 38 CY RIP RAP CL. III ST2003 ST1727 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C501.dwg 2/12/2025 11:57:27 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C5.04 STORM SEWER IMPROVEMENTSFEETSCALE 0 50 100 HORZ.RSEE SHEET C5.01 SEE SHEETC5.02NOTES: 1.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN FIELD 2.ALL ROAD STRUCTURES ARE TO BE ADJUSTED DURING CONSTRUCTION. SEE C6.01 - C6.14 SEE SHEETC5.03SEE RIGHT 830 840 850 860 870 880 890 900 910 920 830 840 850 860 870 880 890 900 910 920 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00871.4871.0870.6870.3870.1869.8869.6870.0871.4874.2876.8878.5880.1881.3882.3882.8883.2883.1882.8882.4882.0882.0883.0885.4888.6891.6893.8894.9895.3871.41870.97870.62870.32870.13869.79869.55870.05871.44874.15876.79878.53880.07881.34882.26882.84883.18883.10882.76882.39881.98881.95883.03885.45888.56891.60893.79894.86895.302.89% -1.09% 0.91% 1.75% 5.97% 6.02% -0.64%VPI: 0+00.00EL: 871.41VPI: 4+99.72 EL: 877.04 A = -3.07% K = 22.78 L=70' VPI: 7+58.40 EL: 884.53 A = -3.98% K = 82.83 L=330' VPI: 12+97.06 EL: 894.39 A = -5.11% K = 19.58 L=100' VPI: 3+10.85 EL: 869.42 A = 2.39% K = 20.90 L=50' VPI: 3+97.56 EL: 870.94 A = 4.21% K = 23.74 L=100' VPI: 10+75.74 EL: 881.06 A = 7.11% K = 21.09 L=150'HP: 8+33.08EL: 883.22LP: 2+99.18EL: 869.54LP: 10+23.74EL: 881.76VPC: 4+64.72EL: 874.95VPC: 5+93.40EL: 879.75VPC: 12+47.06EL: 891.38VPT: 3+35.85EL: 869.86VPT: 4+47.56EL: 873.93VPT: 11+50.74EL: 885.58VPT: 5+34.72EL: 878.05VPT: 9+23.40EL: 882.73VPT: 13+47.06EL: 894.85VPC: 2+85.85EL: 869.58VPC: 3+47.56EL: 870.07VPC: 10+00.74EL: 881.88MDDDD DDD DDDDS SSSSSSS SSSSSS S SSSE E E E E E EEEEEEE E EEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEE E E EE EEEEEEEEEEE EE EEEEEEEEE74th S t ree t S Hidden V all e y T r ail Hidd e n V a l l e y T r a i l Hidden Va lleyTrail 74th Street S Hidden Valley Court 149 150 151 5051606161 62636 4 65 6767 7976777455 7451 7447 7393 7385 7371 7359 7347 7341 7592 7576 7525 7547 7567 7575 7591 7450 7724 7722 7718 7714 7710 7660 7640 7610 7629 7609 7407 7433 7437 7441 7445 7449 74087416 7424 7432 7440 7448 7388 7382 Hidden Va l leyTrai l Hidden Valley Lane PROTECT VALLEY GUTTER Hidden Va l l e y T r a i l Hidden V a l l e y T r a i l0 1 23 4 5 6 7 8 9 10 11 12 13 14 1548 48 REMOVE EXISTING CONCRETE SLAB. SALVAGE AND REINSTALL COMMUNITY MAILBOX (2) ON NEW CONCRETE SLAB PER DETAIL F/C1.01 REMOVE EXISTING CONCRETE SLAB. SALVAGE AND REINSTALL COMMUNITY MAILBOX (2) ON NEW CONCRETE SLAB PER DETAIL F/C1.01 CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 FORM UP TO DRIVEWAY ON EAST RECONDITION AND PAINT HYDRANT REMOVE AND REPLACE CURB & GUTTER AS DIRECTED BY ENGINEERREMOVE AND REPLACE CURB &GUTTER AS DIRECTED BY ENGINEERREMOVE AND REPLACE BITUMINOUS DRIVEWAY (TYP.) REMOVE EXISTING CONCRETE SLAB AND RESIDENTIAL COMMUNITY MAILBOX (2) ON NEW CONCRETE SLAB PER DETAIL F/C1.01 C6.01STREET IMPROVEMENTS HIDDEN VALLEY TRAIL FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT. SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C601.dwg 2/12/2025 11:58:12 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R RHIDDEN VALLEY TRAILSEE SHEETC6.14SEE SHEET C6.04 SEE SHEET C6.05 SEE SHEET C6.06 SEE SHEET C6.06 SEE SHEET C6.08 REMOVE AND REPLACE CONCRETE DRIVEWAY (TYP.) FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD MDDDDDSSSSSSSSSSSSSSSSSEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE E E E E E EEEEEEEEEEEEEEEEEEEEEEE72nd Street S72nd Street SHidden Valley Trail Hidde n V a l l e y L a n e Hi d d e n V a l l e y T r a i lHi d d e n V a l l e y T r a i l 79808181 8686 899091929 5 9 6 97 98 100 10 1 Hidden Valley Trail 7713 7212 7192 7184 7170 7162 7155 7153 7139 7137 7135 7158 7146 7134 7127 71297678 7636 7244 7359 7347 7341 7335 7319 7305 7301 7265 7594 7138 7657 7699 7722 7718 72ndStreet SHi d d e n V a l l e y L a n e SEE SHEET C3.01 FOR PARK IMPROVEMENTS Hidden Valley TrailSEE SHEET C3.02FOR TRAIL IMPROVEMENTS1 4 1 5 1 6 1 7 18 19 20 21 22 23 24 25262728CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT REMOVE AND REPLACE PEDESTRIAN RAMP PER MNDOT STANDARD PLAN 5-297.250 (TYP.) SEE DETAIL ON SHEET C6.17 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00894.9895.3895.7896.3896.8897.2897.7898.4899.3900.3901.4902.4903.4904.3904.5903.8902.8901.8900.8899.8898.8897.8896.8895.8895.0893.8892.9891.9890.8894.86895.30895.72896.27896.76897.18897.71898.43899.32900.35901.40902.39903.38904.31904.54903.77902.79901.83900.83899.77898.80897.79896.77895.82894.95893.84892.91891.85890.770.91% 1.97% -2.03% VPI: 20+40.50 EL: 905.21 A = -4.00% K = 24.99 L=100'VPI: 16+60.60 EL: 897.71 A = 1.06% K = 94.33 L=100'VPI: 27+85.64 EL: 890.10 A = 0.25% K = 405.31 L=100'HP: 20+39.81EL: 904.71VPC: 19+90.50EL: 904.22VPT: 17+10.60EL: 898.70VPT: 13+47.06EL: 894.85VPT: 20+90.50EL: 904.20VPC: 16+10.60EL: 897.26VPC: 27+35.64EL: 891.11C6.02STREET IMPROVEMENTS HIDDEN VALLEY TRAIL FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT.RSHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C601.dwg 2/12/2025 11:58:31 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R SEE SHEET C6.01 SEE SHEET C6.09 S E E S H E E T C 6 . 1 0 SEE S H E E T C6.10 SEE SHEET C6.03 HIDDEN VALLEY TRAIL SEE SHEET C6.10SEE SHEET C6.08 FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD MDDDDDDDDDDDDDDDSSSSSSSSSSSSSSSSSSSWEEE E E E E E E E E E E EEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEE EEEEEEEEEHi d d e n V a l l e y H o l l o w Hidden Va l ley R idge Hidde n V all e y L a n e Hidden Valley TerraceHidde n V all e y L a n e73rd Street SHidd e n V a l l e y L a n e 99 100 1011031041051311321361371 3 8 7370 7368 7290 7176 7428 7416 7404 7394 7382 7230 7228 7216 7204 7192 7127 7129 7145 7149 7157 7417 7415 7413 7395 7303 7144 7150 7530 7529 7229 7217 7205 7191 7179 7180 7178 7439 7437144 14 5 14 6 SEE SHEET C3.02 FOR TRAIL IMPROVE M E N T S REMOVE AND REPLACE PEDESTRIAN RAMP PER MNDOT STANDARD PLAN 5-297.250 (TYP.) SEE DETAIL ON SHEET C6.19 282 9 30 31 3233 3435 36 37 38 39 40 41 42 CONSTR UCT HYDRA NT PAD PER & REC O N DITI O N CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANTREMOVE EXISTING CONCRETE SLAB. SALVAGE AND REINSTALL COMMUNITY MAILBOX (2) ON NEW CONCRETE SLAB PER DETAIL F/C1.01 830 840 850 860 870 880 890 900 910 920 28+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+00 889.9888.8887.2885.2883.1880.5877.7874.8871.7868.7865.7862.6860.0857.9856.5855.7855.2854.3852.9851.0848.8847.0845.8845.2845.1845.6846.8848.5850.8889.88888.81887.19885.23883.11880.55877.68874.76871.69868.67865.69862.56859.95857.88856.48855.75855.21854.29852.95851.01848.85847.04845.84845.19845.06845.64846.81848.54850.80-1.78% -4.14% -6.30% 5.63% -1.56% -4.50% VPI: 28+62.55 EL: 888.73 A = -2.36% K = 21.17 L=50'VPI: 30+39.74 EL: 881.38 A = -2.16% K = 46.34 L=100' VPI: 36+83.87 EL: 853.95 A = -2.94% K = 34.04 L=100' VPI: 27+85.64 EL: 890.10 A = 0.25% K = 405.31 L=100' VPI: 34+06.28 EL: 858.29 A = 4.74% K = 44.32 L=210' VPI: 40+03.84 EL: 839.55 A = 10.13% K = 44.43 L=450'LP: 39+78.82EL: 845.17VPC: 28+37.55EL: 889.17VPC: 29+89.74EL: 883.46VPC: 36+33.87EL: 854.73VPT: 28+35.64EL: 889.21VPT: 35+11.28EL: 856.65VPT: 42+28.84EL: 852.21VPT: 28+87.55EL: 887.69VPT: 30+89.74EL: 878.23VPT: 37+33.87EL: 851.70VPC: 33+01.28EL: 864.90VPC: 37+78.84EL: 849.67830 840 850 860 870 880 890 900 910 920 5.63% C6.03STREET IMPROVEMENTS HIDDEN VALLEY LANE FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT.RSHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C601.dwg 2/12/2025 11:58:52 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com RSEE SHEETC6.04SEE SHEET C6.02 SEE SHEET C6.13 SEE SHEET C6.13 SEE SHEET C6.11 SEE SHEET C6.14 HIDDEN VALLEY LANE SEE S H E E T C6.10 FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD DDSSSSSSSSSWE E E E E E E E E E EEEEEEEEE E E E EEEEEEEEEEEEEHid d e n V a l l e y L a n e H i d d e n V a l l e y C o u r t 14 9 1 5 0151152 73687356 7497 7499 7448 7451 7447 7443 7441 7444 7442 7438 7428 7512 7515 7450 74397449 Hi d d e n V a l l e y T r a i l01 42 43 44 45 46 47 4848 CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANTREMOVE AND REPLACE BITUMINOUS DRIVEWAY (TYP.) REMOVE AND REPLACE CURB & GUTTER AS DIRECTED BY ENGINEER REMOVE AND REPLACE CURB & GUTTER AS DIRECTED BY ENGINEER 42+0043+0044+0045+0046+0047+0048+0049+00 848.5850.8853.5856.3858.6860.7862.6864.8867.5869.7871.2872.0872.0871.8871.6848.54850.80853.52856.28858.62860.66862.62864.80867.49869.72871.24872.04872.01871.76871.57-0.71% 5.63% 3.86% 5.09%VPI: 48+66.37EL: 871.41VPI: 43+40.32 EL: 858.48 A = -1.77% K = 56.56 L=100' VPI: 46+58.50 EL: 872.89 A = -5.80% K = 34.47 L=200'VPI: 44+85.60 EL: 864.09 A = 1.23% K = 40.64 L=50'HP: 47+33.94EL: 872.27VPC: 42+90.32EL: 855.67VPC: 45+58.50EL: 867.80VPT: 42+28.84EL: 852.21VPT: 45+10.60EL: 865.36VPT: 43+90.32EL: 860.41VPT: 47+58.50EL: 872.18VPC: 44+60.60EL: 863.13820 830 840 850 860 870 880 890 900 910 820 830 840 850 860 870 880 890 900 910 C6.04STREET IMPROVEMENTS HIDDEN VALLEY LANE FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT.RSHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C601.dwg 2/12/2025 11:59:16 AMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R SEE SHEET C6.01 SEE SHEET C6.14 HIDDEN VALLEY LANE SEE SHEETC6.03FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD D D SS SSS EEEEEEEEEEEEEEEEE E E E E E E E Hidden Valley CourtHidden Valley TrailHidden Valley Trail 1451461471481497591 7707 7649 7629 7609 7407 7409 7411 7419 7421 7423 7425 7427 7429 7431 7433 7408 7416 7424 7432 50 51 52 53 53 REMOVE 12 LF CONCRETE CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/EREMOVE EXISTING CONCRETE SLAB. SALVAGE AND REINSTALL COMMUNITY MAILBOX (2) ON NEW CONCRETE SLAB PER DETAIL F/C1.01 REMOVE & REPLACE BITUMINOUS DRIVEWAY (TYP.) REMOVE & REPLACE CONCRETE DRIVEWAY (TYP.) REMOVE AND REPLACE CURB & GUTTER AS DIRECTED BY ENGINEER CONSTRUCT HYDRANT PAD PER DETAIL STR-37 & RECONDITION AND PAINT HYDRANT 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00876.7877.4879.7882.4884.9886.8888.2890.3876.70877.42879.68882.42884.89886.75888.17890.330.65% 5.15% -0.75% 2.48% 3.82%VPI: 50+00.00EL: 876.68VPI: 53+03.37EL: 888.25VPI: 53+57.85EL: 890.34VPI: 53+85.47EL: 890.13VPI: 52+30.30 EL: 886.44 A = -2.67% K = 38.98 L=104.17'VPI: 50+46.69 EL: 876.99 A = 4.50% K = 18.21 L=82'VPC: 51+78.21EL: 883.76VPT: 50+87.69EL: 879.10VPT: 52+82.38EL: 887.73VPC: 50+05.69EL: 876.72SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C605.dwg 2/12/2025 12:00:03 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.05STREET IMPROVEMENTS HIDDEN VALLEY TRAIL CDS FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT. R HIDDEN VALLEY TRAILSEE SHEET C6.01 SEE SHEET C6.01 FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD M D D D D D S S S S S S S S S S S S S SE EEEEEEEEEEEEEEEEEE E E E E E E EE E E E E E E E E E E EE E E E E E E E E E EEEEEEEEEEEEEEE EE74th Street S 74th Street S74th Street S74th S t r e e t S Hinton Avenue S136147148149150151152Hidden Valley Trail62 63 64 65 666767 54 55 56 57 58 59 60 61 61 7273746768697447 7443 73937592 75767560 7544 7528 7512 7515 7525 7547 7567 7575 7591 7740 7736 7732 7714 7710 77007660 76407610 7739 7733 76997669 7649 7629 7609 7407 7408 7416 7424 7432 REMOVE 28 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E REMOVE & REPLACE BITUMINOUS DRIVEWAY (TYP.) REMOVE AND REPLACE CONCRETE DRIVEWAY (TYP.) CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANTCONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDTION AND PAINT HYDRANT RE M O V E A N D R E P L A C E C U R B & GU T T E R A S D I R E C T E D B Y E N G I N E E R REMOVE & REPLACE CURB & GUTTER AS DIRECTED BY ENGINEER REMOVE & REPLACE CURB & GUTTER AS DIRECTED BY ENGINEER REMOVE EXISTING CONCRETE SLAB. SALVAGE AND REINSTALL COMMUNITY MAILBOX (2) ON NEW CONCRETE SLAB PER DETAIL F/C1.01 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 54+0055+0056+0057+0058+0059+0060+0061+00 894.2894.7894.2893.2892.7893.0894.2896.0897.7898.4897.0894.3890.5886.8883.7894.17894.72894.17893.19892.68892.96894.17895.98897.74898.37897.03894.25890.48886.76883.7362+0063+0064+0065+0066+0067+00 883.1881.9880.6879.7879.4879.6880.2880.7881.4882.4881.9883.13881.89880.63879.73879.40879.65880.16880.72881.40882.45881.91-1.43% -0.91%-3.00% 1.22%0.56%-0.65%VPI: 62+00.00EL: 883.13VPI: 66+29.97EL: 881.76VPI: 66+80.68EL: 882.04VPI: 67+20.52EL: 881.78VPI: 62+15.76 EL: 882.99 A = -2.09% K = 4.79 L=10' VPI: 62+96.46 EL: 880.57 A = 1.57% K = 63.87 L=100' VPI: 64+05.43 EL: 879.01 A = 2.65% K = 37.69 L=100'LP: 64+09.38EL: 879.34VPC: 62+10.76EL: 883.04VPT: 63+46.46EL: 879.86VPT: 64+55.43EL: 879.62VPT: 62+20.76EL: 882.84VPC: 62+46.46EL: 882.07VPC: 63+55.43EL: 879.731.90%-2.01%-0.17% -4.19% 3.31% 3.56% -7.48% 0.31%VPI: 54+28.69EL: 893.82VPI: 58+16.54EL: 896.59VPI: 61+94.36 EL: 883.14 VPI: 54+99 EL: 895.16 A = -3.90% K = 25.62 L=100' VPI: 58+92.95 EL: 899.32 A = -7.75% K = 12.90 L=100' VPI: 59+84.76 EL: 895.47 A = -3.29% K = 15.21 L=50' VPI: 56+20.88 EL: 892.71 A = 1.83% K = 27.29 L=50' VPI: 56+95.20 EL: 892.58 A = 3.48% K = 14.36 L=50'VPI: 61+51.51 EL: 883.00 A = 7.79% K = 8.99 L=70'HP: 54+97.59EL: 894.67HP: 58+88.90EL: 898.35LP: 56+72.70EL: 892.62LP: 61+83.70EL: 883.11VPC: 54+49EL: 894.21VPC: 58+42.95EL: 897.54VPC: 59+59.76EL: 896.52VPT: 56+45.88EL: 892.67VPT: 57+20.20EL: 893.41VPT: 61+86.51EL: 883.11VPT: 55+49EL: 894.15VPT: 59+42.95EL: 897.22VPT: 60+09.76EL: 893.60VPC: 55+95.88EL: 893.21VPC: 56+70.20EL: 892.62VPC: 61+16.51EL: 885.62SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C605.dwg 2/12/2025 12:00:19 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.06STREET IMPROVEMENTS 74TH STREET S FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT. R 74TH STREET SSEE SHEET C6.01 SEE SHEET C6.01 SEE SHEET C6.07 SEE SHEET C6.07 FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD DDDSSSSSSEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE74th Street S 74th Street S Hinton Avenue S545556575872 73 74 75 75 67 68 6970 71 71 74th Street S7359 7740 7736 7732 7728 7724 7722 7718 7714 7710 7700 7739 7733 7729 77257721 7717 7715 7711 7707 7703 7699 7669 REMOVE 12 LF CURB AND GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E REMOVE 12 LF CURB AND GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E /EREMOVE AND REPLACE CONCRETE DRIVEWAY (TYP.) REMOVE AND REPLACE BITUMINOUS DRIVEWAY (TYP.) REMOVE EXISTING CONCRETE SLAB. SALVAGE AND REINSTALL COMMUNITY MAILBOX (2) ON NEW CONCRETE SLAB PER DETAIL F/C1.01CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT REMOVE & REPLACE CURB & GUTTER AS DIRECTED BY ENGINEER 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 72+00 73+00 74+00 75+00 76+00 77+00 78+00892.7892.6892.9893.0893.4893.5894.5894.4892.67892.61892.85893.01893.38893.52894.52894.3767+0068+0069+0070+0071+0072+0073+0074+00 892.7892.7892.9893.2893.6894.0894.4895.3894.9892.67892.70892.93893.22893.63894.00894.45895.29894.90-1.89%0.44%1.38%VPI: 72+00.00EL: 892.67VPI: 74+86.49EL: 893.92VPI: 75+37.56EL: 894.63VPI: 75+65.95EL: 894.090.33%0.77% 1.62%VPI: 67+00.00EL: 892.67VPI: 70+79.46EL: 895.75VPI: 68+37.27 EL: 893.13 A = 0.44% K = 114.08 L=50' VPI: 69+90 EL: 894.31 A = 0.85% K = 59.10 L=50'VPT: 68+62.27EL: 893.32VPT: 70+15EL: 894.71VPC: 68+12.27EL: 893.04VPC: 69+65EL: 894.11SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C605.dwg 2/12/2025 12:00:34 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.07STREET IMPROVEMENTS 74TH STREET S NORTH CDS & 74TH STREET S SOUTH CDS FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT.R74TH STREET S SEE SHEET C6.06 FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD D D D D S S S S S E E E EE E E E EEEEEEEE E E EHidden Valley Trail15315415515615776777878 79 80 81 7346 7334 7320 7264 7244 7385 7371 7359 7347 7341 7421 7419 7718 7382 7366 REMOVE 12 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT D D D D S S S S S S S E E E EE E E EEEEEEEEEEEEEE E E E EEEE E Hidden Valley Trail110155156157158158 75 767778 79 80 81 81 7320 7264 7244 7359 7347 7341 7335 7319 7305 7301 7265 7728 7724 7722 REMOVE 12 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT REMOVE AND REPLACE BITUMINOUS DRIVEWAY (TYP.) REMOVE AND REPLACE CURB & GUTTER AS DIRECTED BY ENGINEER 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 78+00 79+00 80+00 81+00 82+00 83+00896.6895.6894.4893.0892.8892.0896.62895.64894.39893.03892.76892.0575+0076+0077+0078+0079+0080+00 894.9895.8896.7897.9897.6894.90895.75896.68897.90897.571.81% 1.36%-1.60%VPI: 76+00.00EL: 894.90VPI: 77+80.40EL: 897.77VPI: 78+07.28EL: 897.34VPI: 76+93.73 EL: 896.59 A = -0.45% K = 111.25 L=50'VPC: 76+68.73EL: 896.14VPT: 77+18.73EL: 896.93-2.04% -0.72% -0.53% -2.74%-1.36%VPI: 79+00.00EL: 896.62VPI: 80+57.99EL: 892.89VPI: 80+92.90EL: 892.42VPI: 81+40.95EL: 892.08VPI: 81+62.98EL: 891.96VPI: 79+86.21 EL: 894.86 A = -0.70% K = 107.25 L=75'VPC: 79+48.71EL: 895.63VPT: 80+23.71EL: 893.83SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C605.dwg 2/12/2025 12:01:00 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.08STREET IMPROVEMENTS HIDDEN VALLEY TRAIL EAST CDS & HIDDEN VALLEY TRAIL WEST CDS FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT. R R SEE SHEET C6.02SEE SHEET C6.02 SEE SHEET C6.02 SEE SHEET C6.02 HIDDEN VALLEY TRAIL HIDDEN VALLEY TRAILSEE LEFT SEE RIGHT FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 89+0090+0091+0092+0093+0094+00 901.8900.9900.1899.1898.2897.3896.4895.5894.8894.4892.8901.79900.93900.13899.10898.19897.30896.38895.47894.76894.40892.84850 860 870 880 890 900 910 920 930 940 87+0088+00 909.9910.2912.0909.86910.16911.96-0.79%1.68%VPI: 87+00.00EL: 909.86VPI: 88+37.61EL: 911.47VPI: 87+28.47 EL: 909.64 A = 2.47% K = 10.12 L=25'LP: 87+23.98EL: 909.70VPT: 87+40.97EL: 909.85VPC: 87+15.97EL: 909.74-1.85%VPI: 89+00.00EL: 901.79VPI: 94+17.48EL: 892.2072nd Street Cul-de-sac M D S S SS S S S S E E EEEEE EEE E E E E E E E E E E E E E E E EEEEEEEE72nd Street S 72nd Street Court S Hidden Valley Trail1141151161171 1 8 8990 91 92 9 3 9 4 94 8686 7191 7183 7173 7157 7192 7184 7170 7162 7155 7158 7146 7678 7636 7594 75527530 7529 7541 7573 7615 7657 7699 SEE S H E E T C3. 0 2 FO R T R A I L IMP R O V E M E N T S REMOVE 15 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT REMOVE EXISTING CONCRETE SLAB. SALVAGE AND REINSTALL COMMUNITY MAILBOX ON NEW CONCRETE SLAB PER DETAIL F/C1.01 D SS S S S S S S S S E E E E E E EEEEE EEEEEEEE E E E E E E E E EEEE72nd Street S 72nd Street Court S Hidden Valley TrailHinton Avenue S1121131141151168990 91 82 83 84858686 878888 7713 7739 7763 7781 7750 77427730 7712 7191 7183 7173 7212 7192 7184 7170 7678 7636 7699 SE E S H E E T C3. 0 2 FO R T R A I L IM P R O V E M E N T S RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT REMOVE EXISTING CONCRETE SLAB. SALVAGE AND REINSTALL COMMUNITY MAILBOX ON NEW CONCRETE SLAB PER DETAIL F/C1.01 REMOVE 11 LF CURB & GUTTER CONCRETE PLOW NOSE PER DETAIL STR-39/C1.12 850 860 870 880 890 900 910 920 930 940 82+0083+0084+0085+0086+0087+00 912.0911.2909.9909.1908.2907.3906.4905.4904.6912.03911.25909.90909.13908.15907.27906.37905.38904.63-1.75%VPI: 82+29.94EL: 912.00VPI: 86+52.18EL: 904.62C6.09STREET IMPROVEMENTS 72ND STREET S FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT. SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C609.dwg 2/12/2025 12:01:58 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R R R 72ND STREET SSEE SHEET C6.02 SEE SHEET C6.02 SEE SHEET C6.02 SEE SHEET C6.02 SEE RIGHTSEE LEFT72ND STREET COURT FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD MSSSSSSSEEEEEEEEEEEEE E E E E E E EEEEEE 72nd S t ree t Cou r t S Hidde n V all e y Tr ail Hidden Vall e y T r a i l 115 1161171181191208995 96 97 98 98 7173 7157 7170 7162 7155 7153 7151 7149 7147 7143 7139 71377135 7158 7146 7134 7594 REMOVE AND REPLACE VALLEY GUTTER AS DIRECTED BY ENGINEER REMOVE AND REPLACE VALLEY GUTTER AS DIRECTED BY ENGINEER PROTECT VALLEY GUTTER REMOVE 12 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT DSSSSSSSWE EEEEEEEEEEEEEEHidden V a l l e y L a n e Hi d d e n V a l l e y L a n e 1201211221 2 3 12 4 99 100 101 101 7139 71377135 7146 7134 7127 7129 7131 7133 7141 7145 7149 7157 7552 7138 7144 7150 7179 REMOVE 13 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 850 860 870 880 890 900 910 920 930 940 94+00 95+00 96+00 97+00 98+00 99+00895.1896.0897.7900.0902.8906.6907.0895.14895.99897.67899.98902.80906.58907.0298+00 99+00 100+00 101+00 102+00 103+00889.0889.4889.8890.3891.3891.8889.02889.37889.84890.28891.29891.82-1.27%3.19% 5.57% 2.81%VPI: 95+00.00EL: 895.11VPI: 98+07.89EL: 906.93VPI: 97+33.17 EL: 904.83 A = -2.76% K = 43.48 L=120' VPI: 95+21.78 EL: 894.84 A = 4.45% K = 5.61 L=25' VPI: 95+96.86 EL: 897.23 A = 2.39% K = 41.91 L=100'LP: 95+16.39EL: 894.95VPC: 96+73.17EL: 901.48VPT: 95+34.28EL: 895.24VPT: 96+46.86EL: 900.02VPT: 97+93.17EL: 906.52VPC: 95+09.28EL: 895.00VPC: 95+46.86EL: 895.640.99%VPI: 99+00.12EL: 889.02VPI: 101+72.23EL: 891.72C6.10STREET IMPROVEMENTS HIDDEN VALLEY TRAIL CDS & HIDDEN VALLEY LANE CDS FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT.RRSHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C609.dwg 2/12/2025 12:02:26 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R HIDDEN VALLEY LANEHIDDEN VALLEY TRAILSEE SHEETC6.02SEE SHEET C6.02 SEE SHEETC6.03SEE SHEET C6.02 FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD MD D D D D D D D D D S S S S S S S S SS S S S S S S S S EEEEEEEEEEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEHidden Valley PondHardwood Avenue SHidden Valley LaneHidden Valley CoveHidden V all e y T e r r a c e 73rd S t r e e t S 103 104 105 106 107 108 109 110 111112 113 114 115 116 117 117 1251261181191201421431441451467256 7267 7289 7288 7251 7293 7230 7228 7216 7204 7399 7393 737973677339 7311 7292 7278 7229 7217 7205 73rd Street SSEE SH E E T C3.02 FOR TRAIL IMPROV E M E N T S REMOVE AND REPLACE PEDESTRIAN RAMP PER MNDOT STANDARD PLAN5-297.250 SEE DETAIL ON SHEET C6.20 REMOVE AND REPLACE BITUMINOUS TRAIL PER STR-9/C1.10 PATCH BITUMINOUS TRAIL PATCH BITUMINOUS TRAIL REMOVE AND REPLACE PEDESTRIAN CURB RAMP PER MNDOT STANDARD PLAN 5-297.250 SEE DETAIL ON SHEET C6.21 REMOVE AND REPLACE PEDESTRIAN CURB RAMP PER MNDOT STANDARD PLAN 5-297.250 SEE DETAIL ON SHEET C6.21 790 800 810 820 830 840 850 860 870 880 790 800 810 820 830 840 850 860 870 880 104+00105+00106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00 854.5853.2851.3848.8845.7842.1838.2834.1830.3827.5825.0823.2822.1821.4820.9820.5820.1819.6819.2818.7818.3818.2818.7819.5820.5821.6822.9823.2821.9854.46853.22851.34848.82845.71842.09838.16834.10830.31827.48825.03823.24822.06821.38820.95820.51820.06819.62819.16818.67818.28818.18818.69819.50820.52821.58822.87823.24821.87-7.81% 2.03% -1.33% -1.88% -0.95%VPI: 103+00.00EL: 855.29VPI: 117+45.13EL: 821.85VPI: 104+76.76 EL: 851.96 A = -5.93% K = 42.16 L=250' VPI: 116+63.70 EL: 822.93 A = -3.36% K = 29.75 L=100' VPI: 108+46.22 EL: 823.11 A = 6.86% K = 36.43 L=250' VPI: 114+08.99 EL: 817.77 A = 2.98% K = 33.60 L=100'HP: 116+74.03EL: 822.53LP: 113+90.86EL: 818.09VPC: 103+51.76EL: 854.31VPC: 116+13.70EL: 821.92VPT: 109+71.22EL: 821.92VPT: 114+58.99EL: 818.78VPT: 106+01.76EL: 842.20VPT: 117+13.70EL: 822.27VPC: 107+21.22EL: 832.87VPC: 113+58.99EL: 818.24SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C611.dwg 2/12/2025 12:03:05 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.11STREET IMPROVEMENTS 73RD STREET S FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT. 73RD STREET S SEE SHEET C6.12 SEE SHEET C6.12 SEE SHEET C6.03 SEE SHEET C6.03FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD DDSSSSSSEEEEEEEEEEEEEE E E E E E E E E E E E E E E E E E Hi d d e n V a l l e y C o v e 1071081091101 1 8 11 9 120 121 122 123 124 12473rd Street S7256 7234 7222 7198 7176 7142 7159 7169719172137245 7267 7289 7399 7393 7292 7278 REMOVE 13 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT DDDDDSSSSSSEEEEEEEEEEEEEEEE E E E E E E E E EE E E EHidden Valley Pond73rd Street S110111112113114125 126 127 128 129 129 7289 7288 7266 7244 7182 7140 7100 713571777239 7251 7293 7393 7379 7367 7339 7311 REMOVE 14 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT 780 790 800 810 820 830 840 850 860 870 780 790 800 810 820 830 840 850 860 870 780 790 800 810 820 830 840 850 860 870 780 790 800 810 820 830 840 850 860 870 118+00 119+00 120+00 121+00 122+00 123+00 124+00824.6824.8826.0827.1828.2829.2830.2831.1832.0833.0833.9835.7836.7824.57824.75825.98827.08828.19829.20830.16831.12832.04833.01833.91835.69836.71125+00 126+00 127+00 128+00 129+00 130+00819.8820.7821.6822.3822.8823.3823.8824.5825.4819.77820.67821.60822.29822.79823.28823.76824.54825.35-0.87%4.03% 2.02%VPI: 118+00.00EL: 824.57VPI: 124+13.17EL: 836.42VPI: 118+83.11 EL: 825.71 A = -2.01% K = 24.91 L=50' VPI: 118+45.04 EL: 824.17 A = 4.90% K = 5.10 L=25'LP: 118+36.98EL: 824.26VPC: 118+58.11EL: 824.70VPT: 118+57.54EL: 824.68VPT: 119+08.11EL: 826.21VPC: 118+32.54EL: 824.281.93% 0.96%VPI: 125+00.00EL: 819.77VPI: 129+20.86EL: 824.79VPI: 125+99.94 EL: 821.70 A = -0.97% K = 51.72 L=50'VPC: 125+74.94EL: 821.22VPT: 126+24.94EL: 821.94SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C611.dwg 2/12/2025 12:03:31 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.12STREET IMPROVEMENTS HIDDEN VALLEY COVE CDS & HIDDEN VALLEY POND CDS FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT.RRHIDDEN VALLEY PONDHIDDEN VALLEY COVE SEE SHEET C6.11 SEE SHEET C6.11 SEE SHEETC6.11SEE SHEET C6.11 FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD D D D D D S S S S S S S S S S E E E E E E EEEEEEEEEEEEEEEE EEEE E E E E E E E E E E E E E Hidden V a l l e y R i d g e Hidden Valley LaneHidden Valley Terrace 73r d S t r e e t S 131 132133 134 135135 136 137 138 7290 7288 7276 7262 7250 7394 7395 7303SEE SHEET C3.02 FOR TRAILIMPROVEMTNS145146147148149REMOVE 13 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E Hidden Valley LaneCONSTRUCT HYDRANT PAD PER DETAILCONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT DDDDDSSSSS SSSSSEEEE E E E E E E E E E E E E E E EEEEEEEEEEEE E EE E EEEEEE Hid d e n V a l l e y R i d g e H i d d e n V a l l e y T e r r a c e Hidden Valley Lane 1 3 2 1 3 3 135 136 137 138 139 140 141 142142 7370 7368 7356 7344 7330 7322 7318 7290 7288 7276 7262 7416 7404 7394 7382 74157413 7395148149 150REMOVE 13 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E Hidden Valley LaneCONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT 7318 REMOVE AND REPLACE CURB & GUTTER AS DIRECTED BY ENGINEER 820 830 840 850 860 870 880 890 900 910 820 830 840 850 860 870 880 890 900 910 820 830 840 850 860 870 880 890 900 910 820 830 840 850 860 870 880 890 900 910 131+00132+00133+00134+00135+00136+00 853.1853.8854.8856.4858.7861.3863.2864.7866.2865.8853.09853.76854.77856.40858.71861.33863.20864.71866.17865.80136+00137+00138+00139+00140+00141+00142+00 847.2847.8847.7847.1846.4845.8845.1844.7844.5845.1846.5849.2851.9847.23847.75847.74847.12846.41845.76845.08844.66844.47845.14846.53849.17851.931.44% 4.91% 2.61% 0.40%VPI: 131+00.00EL: 853.09VPI: 135+52.60EL: 865.77VPI: 133+75.31 EL: 862.61 A = -2.29% K = 43.57 L=100' VPI: 134+85.90 EL: 865.50 A = -2.21% K = 22.65 L=50' VPI: 132+15.20 EL: 854.75 A = 3.47% K = 28.84 L=100'VPC: 133+25.31EL: 860.16VPC: 134+60.90EL: 864.85VPT: 132+65.20EL: 857.21VPT: 134+25.31EL: 863.92VPT: 135+10.90EL: 865.60VPC: 131+65.20EL: 854.031.16% -1.31% 5.23% 1.84%VPI: 136+00.00EL: 847.23VPI: 142+37.52EL: 851.54VPI: 136+73.22 EL: 848.08 A = -2.47% K = 40.48 L=100' VPI: 141+62.64 EL: 850.17 A = -3.39% K = 14.75 L=50'VPI: 140+32.72 EL: 843.38 A = 6.53% K = 30.61 L=200'HP: 136+70.26EL: 847.77LP: 139+72.76EL: 844.42VPC: 136+23.22EL: 847.50VPC: 141+37.64EL: 848.86VPT: 141+32.72EL: 848.60VPT: 137+23.22EL: 847.42VPT: 141+87.64EL: 850.63VPC: 139+32.72EL: 844.68SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C613.dwg 2/12/2025 12:04:26 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.13STREET IMPROVEMENTS HIDDEN VALLEY TERRACE CDS & HIDDEN VALLEY RIDGE CDS FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT. R RHIDDEN VALLEY RIDGEHIDDEN VALLEY TERRACE SEE SHEET C6.03 SEE SHEET C6.04 SEE SHEET C6.11 SEE SHEET C6.04 SEE SHEETC6.04SEE LEFT SEE RIGH T FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD D D S S S S S S S S S S S W EEE EEEEEEEEE E E E E E E E E E E E E EEEEEEE E E E E E E E E Hidden Valley Court 149150151 152 15 3154155156156 H i d d e n V a l l e y L a n e 746174637465 7467 7471 7475 7479 7481 7483 7485 7487 7491 7493 7497 7499 7448 7457 7455 7451 7447 7443 7515 7450 7449Hidden Valley Trail11 0 1111561571 5 8 158 REMOVE 13 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT REMOVE AND REPLACE PEDESTRIAN RAMP PER MNDOT STANDARD PLAN 5-297.250 (TYP.) SEE DETAIL ON SHEET C6.23DDDDDSSSSSSE E E E E E E E E E E EEEEEEEEHidden Valley Hollow Hidden Valley Lane 1 4 4 145 146 147 147 7428 7416 7404 7346 7560 7544 7528 7512 7435 7423 7421 7419 7417 74157413 7439 7437150151152 153 REMOVE 28 LF CURB & GUTTER CONCRETE PLOW NOSE PER SHEET C1.01/E CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT CONSTRUCT HYDRANT PAD PER DETAIL STR-37/C1.12 & RECONDITION AND PAINT HYDRANT 810 820 830 840 850 860 870 880 890 900 810 820 830 840 850 860 870 880 890 900 820 830 840 850 860 870 880 890 900 910 820 830 840 850 860 870 880 890 900 910 144+00 145+00 146+00 147+00 148+00847.2848.1849.5851.1852.6854.1855.7857.1847.22848.11849.52851.11852.62854.14855.69857.09149+00150+00151+00152+00153+00154+00155+00156+00 871.7871.7871.9872.2872.4872.7873.0873.5874.5876.4878.6881.0883.4886.2889.1871.66871.68871.94872.16872.40872.68872.99873.52874.49876.45878.55880.96883.42886.19889.071.32% 3.16% 2.18%VPI: 144+00.00EL: 847.22VPI: 147+74.97EL: 857.45VPI: 147+04.96 EL: 855.92 A = -0.98% K = 102.54 L=100'VPI: 144+50.36 EL: 847.89 A = 1.83% K = 54.54 L=100'VPC: 146+54.96EL: 854.35VPT: 145+00.36EL: 849.46VPT: 147+54.96EL: 857.01VPC: 144+00.36EL: 847.220.42% 5.05% 4.91%-1.32%VPI: 149+00.01EL: 871.66VPI: 155+72.30EL: 887.38VPI: 156+13.70EL: 889.41VPI: 156+43.87EL: 889.02VPI: 152+93.40 EL: 873.30 A = 4.63% K = 43.20 L=200'VPT: 153+93.40EL: 878.35VPC: 151+93.40EL: 872.88SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C613.dwg 2/12/2025 12:04:52 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.14STREET IMPROVEMENTS HIDDEN VALLEY HOLLOW CDS & HIDDEN VALLEY COURT CDS FEETSCALE 0 50 100 HORZ. FEETSCALE 0 10 20 VERT. RR HIDDEN VALLEY COURTHIDDEN VALLEY HOLLOW SEE SHEET C6.04 SEE SHEET C6.04 SEE SHEETC6.01SEE SHEETC6.04FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH SPOT CURB AND GUTTER REPLACEMENT AS DIRECTED BY ENGINEER SEE TYPICAL SECTIONS ON SHEET C1.01 NOTES. 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES 2.PATCH DRIVEWAYS AT SPOT CURB REPLACEMENT LOCATION PER STANDARD DETAIL STR-20 3.REPLACE TOP SECTIONS ON ALL GATE VALVES AS PART OF ADJUSTMENT. 4.REPLACE ALL STRUCTURE ADJUSTMENT RINGS ON ALL STRUCTURES WITHIN PAVEMENT 5.EXISTING CATCH BASIN RINGS TO BE REPLACED OR LINED AS DETERMINED BY ENGINEER IN THE FIELD. ADJUST STRUCTURESSD D D S S 111 112 113 Hidden Valley Trail 7437 7441 7445 7449 74407448 870.01 869.36 868.94 869.03 D S S S S 114 115116Hid d e n V a l l e y T r a i lHidden Valley Trail7407 7433 7416 7424 7432 50 51 876.57 876.26 877.64 S H i d d e n V a l l e y T r a i l 7409 7411 7419 7421 7423 7425 7427 7429 7431 52 53 53 HP M D S S S 118119Hidden Valley Trail74t h S t r e e t S 7592 7591 7610 7609 61 6162 63 HP 883.21 883.08 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C615.dwg 2/12/2025 12:05:46 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.15INTERSECTION DETAILS HIDDEN VALLEY TRAIL, HIDDEN VALLEY TRAIL S CDS, 74TH STREET S FEETSCALE 0 10 20 HORZ. R S S74th Street S 7544 7528 7512 7515 7525 7547 7567 65 66 6767 HP S74th Street S7740 7700 7739 7699 74th Stre e t S 55 56 57 58 7267891.90 892.18 892.12 892.09 SS7736 7732 7728 7724 7722 7718 7714 7710 74th Stree t S 74 75 75 HP S74th Stree t S 7729 7725 7721 7717 7715 7711 7707 7703 69 70 71 71 HP SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C615.dwg 2/12/2025 12:06:20 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.16INTERSECTION DETAILS 74TH STREET W CDS, 74TH STREET N CDS, 74TH STREET S CDS FEETSCALE 0 20 40 HORZ.RRRR DS S 124Hidden Valley Trail7346 7334 7320 7264 73827366 Hidd e n V a l l e y T r a i l 76 77 78 78 HP 894.92 D S S S 1251267347 7341 7335 7319 7305 7301 7265 Hidden Valley TrailHidden Valley Trail79 80 81 81 890.08 901.05 900.93 901.25901.32 901.38 901.30 901.03 900.91901.29901.37 901.43 901.38 D D S VPI: 601+25.32 901.28 VPI: 601+44.46 901.11 VPI: 600+18.49 900.83 VPI: 600+39.36 901.11 2.14%1.35%2.12%1.82%0.91%128129Hidden Valley Trail3.99%S 13013172nd Str e et S 7713 7191 7212 7192 7184 Hidden Va l ley T ra i l 85 86 86 904.88 904.92 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C615.dwg 2/12/2025 12:06:54 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.17INTERSECTION DETAILS HIDDEN VALLEY TRAIL E & W CDS, HIDDEN VALLEY TRAIL PED, & 72ND S FEETSCALE 0 20 40 HORZ. R R R R S S S 7750 7742 7730 7712 72nd Street S 82 83 84 878888 S S 13113272nd Str e et S 7191 7183 7184 7170 Hidden Va l le y T ra i l 72nd Str e et C o urt S 89 90 904.88 S S 72nd Street Court S 7636 7594 7552 7530 7529 7541 7573 7615 7657 92 93 94 94 892.15 S S 13 4 135 136 Hi d d e n V a l l e y T r a i lHidden Valley Trail7155 7135 7158 7146 7134 95SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C615.dwg 2/12/2025 12:07:27 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.18INTERSECTION DETAILS 72ND ST BUBBLE, 72ND ST INT., 72ND ST CT, HIDDEN VALLEY TRAIL FEETSCALE 0 20 40 HORZ. R R R R S 7151 7149 7147 7143 7139 7137 Hidd e n Valley Trail979898 HP S S S W 137 138 139Hidden Valley Lane7127 7157 7138 7144 7150 99100Hidde n V all e y L a n e 887.76 887.66 888.85 S S 7129 7131 7133 7141 7145 7149 Hidden Valley Lane101101 HP 854.86 854.90 854.82 854.82854.74 854.75 854.63 855.16 855.21 855.16855.04 854.68 D D S S S S 2. 9 8 %1.02%1.93%VPI: 604+17.26 854.582.13%1.37%PTPRCVPI: 603+00 854.39 VPI: 603+16. 2 0 854.77 VPI: 603+25.46 854.68 VPI: 603+33.43 854.53 103 10 4 146=146+55.92 Hidden ValleyLane7230 Hidden Valley Terrace 73 r d S t r e e t S =103+29.68 132 Hidden Valley Lane855.15 855.42 853.24 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C619.dwg 2/12/2025 12:08:19 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.19INTERSECTION DETAILS HIDDEN VALLEY TRAIL CDS, HIDDEN VALLEY LANE CDS, 73RD ST FEETSCALE 0 20 40 HORZ. R R R R DD SSSS108 109 110 Hidden Valley Cove7289 7399 7393 7292 73rd Str e e t S118 119823.9 9823.93 S 7198 7176 7142 7159 7169 7191 Hidden Valley Cove123124124 HP D D D S SS PC PRCVPI: 605+00 819.88 VPI: 605+12.81 819.64 VPI: 605+25.72 819.17 1.88%1.61%3.6 3 %125=125+33.95 =112+15.60 111 112 113 Hidden Valley Pond73rd Street S 7288 7293 7379 7367 7339 7311 819.84 819.55 S 128129129 7182 7140 7100 7135 7177 Hidden Valley Pond HP SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C619.dwg 2/12/2025 12:08:52 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.20INTERSECTION DETAILS 73RD ST, HIDDEN VALLEY POND, HIDDEN VALLEY COVE FEETSCALE 0 20 40 HORZ. R R R R S S S S 116117 117 PCPT VPI: 607+92.66 821.51 PC PRC1.79%1.79% 0 .8 1 %1.15% 2.93% 2.35% 1.65% 821.54 821.85 822.00 Hardwood Avenue S73rd Street S 821.40 821.52821.30 821.37821.74 822.12822.25 822.20 822.12 821.79 821.84 821.92 HP HP D D S S S S 103 7290 7303 Hidden Valley Terrace 73 r d S t r e e t S 131 132 Hidden Valley Lane853.47 853.24 S S S Hidd e n Vall ey T errac e 7288 7276 7262 7250 133 134 135135 HP S S148 1497394 7413 7395Hidden Valley LaneHidden V a l l e y R i d g e 73037290 136 137 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C619.dwg 2/12/2025 12:09:26 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.21INTERSECTION DETAILS 73RD ST, HIDDEN VALLEY TERRACE, HIDDEN VALLEY RIDGE FEETSCALE 0 20 40 HORZ. R R R R S S Hidden Valley Ridge7368 7356 7344 7330 7322 7318 141142142HP D D S S S 151152Hidden Valley Hollow 7428 7416 7404 7439 7437 Hidden Valley Lane7413 144 145847.56 847.83 D S 7435 7423 7421 7419 7417 7415 Hidden Valley Hollo w 146147147 HP D S S S 11 0 111158158 7499 7451 7447 7450 H i d d e n V a l l e y L a n e Hid d e n V a l l e y Tra i l Hidden Valley Court149150871.03 871.10 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C619.dwg 2/12/2025 12:09:59 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.22INTERSECTION DETAILS HIDDEN VALLEY RIDGE, HIDDEN VALLEY HOLLOW, HIDDEN VALLEY CT FEETSCALE 0 20 40 HORZ. R R R R S S S SHi d d e n V a l l e y C o u r t 7461 7463 7465 7467 7471 7475 7493 152 1 5 3154 S 7479 7481 7483 7485 7487 7491Hidden Valley Court155156156 HP872.64873.24873.30873.25873.16872.59D S S S S 1 .0 6 %1.06% H i d d e n V a l l e y C o u r t 7461 7463 7497 7457 7455 Hidden Valley Court151 152 15 3 7493 7499 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C619.dwg 2/12/2025 12:10:24 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C6.23INTERSECTION DETAILS HIDDEN VALLEY COURT FEETSCALE 0 20 40 HORZ. R M D D D D D D D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D D D D D D D D D S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S SS W E EEEEEEEEEE E E EEEEEEEEEEEEEEEEEE E E E E EEEEEE EE E E E E EEE EE E E EE EE E E EEEEEEEEEEE E E E E E E E E E E E E E E E E E EEEEEEEEEEEEE E E EEEEEEEE E E E STOPR1-1(30 X 30)WARNINGNEIGHBORHOOD CRIME WATCH AREAPOLICEWE CALL THEPR7-2B(12 X 18)ENDSHERESTO P R1- 1(30 X 3 0 )NO OUTLETW14-2a (24 X 6) NO OUTLET W14-2a (24 X 6) NO OUTLET W14-2a(24 X 6)NO OUTLETW14- 2 a(24 X 6 ) NO OU T L E T Hidden Valley Trail Hidden Valley Trail 74th Street S Hidden Valley Trail 74th Street S74th Street SHidd e n V a l l e y T r a i l Hidd e n V a l l e y T r a i l Hidde n V a l l e y T r a i l Hidde n V a l l e y T r a i l 73rd Street S Hidden Valley Lane Hidden Valley Terrace Hidden Valley Lane Hidden Valley Ridge Hidden Valley Lane Hidden Valley Hollow Hidden Valley Lane W14-2a (24 X 6) NO OUTLET W14-2a (24 X 6) NO OUTLET W14-2a(24 X 6)NO OUTLETW14 - 2 a (24 X 6 ) NO O U T L E T W14-2a (24 X 6) NO OUTLET Hidden Valley CourtHidden Valley Trail/LaneHidden Valley Hollow 74th Street S 74th Street SHidden Valley Ridge73rd Street S Hidden Valley Terrace Hidden Valley Court Hidden Valley LaneHidden Valley TrailHidden Valley Trai l Hid d e n V a l l e y T r a i l 74th Street S74th Stree t S 74th Street S Hinton Avenue SHarkness Avenue S7370 7368 7356 73447330 7322 7318 72907288 7276 7262 7250 74617463 7465 7467 7471 7475 7479 7481 7483 7485 7487 7491 7493 7497 7499 7448 7457 7455 7451 7447 7443 74417444 7442 7438 7428 7416 7404 7394 7382 7346 7334 7320 7264 7244 7393 7385 7371 7359 7347 7341 7335 7319 7305 7301 7265 7592 7576 7560 7544 7528 7512 7515 7525 7547 7567 7575 7591 7450 7435 7423 7421 74197417 7415 7413 7395 7303 7740 7736 7732 7728 7724 7722 7718 7714 7710 77007660 76407610 7739 7439 7437 7733 7729 7725 7721 77177715 7711 7707 7703 769976697649 7629 7609 7407 7409 7411 7419 7421 7423 74257427 7429 7431 7433 7437 74417445 7449 7408 7416 7424 7432 74407448 7388 73827366 33 3 3 66 3 6 6 6 6 3 6 3 6 3 6 3 6 4 4 4 6 73r d S t r e e t S 4 3 1 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C701.dwg 2/12/2025 12:10:49 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C7.01STREET SIGNAGE PLAN SIGNAGE PLAN FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. LEGEND MOUNT SIGN/SIGNS ON STREET LIGHT POLE 1 2 SALVAGE AND REINSTALL NAME PLATE ON NEW POLE 3 REMOVE AND REPLACE SIGN ON NEW POLE 4 5 REMOVE EXISTING SIGN AND POLE EXISTING SIGN TO REMAIN IN PLACE 6 INSTALL NEW SIGN AND POLE D M M D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D S S S S S S S S S S S S S SS S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W EEEEEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEE E E E EEE EEEEEEE E E E EEE E E E E EEEEEEEEE E E E STOPR1-1(30 X 30)STOPR1-1(30 X 30)R4-7C(24 X 24)SPEEDLIMITR2-1(24 X 30)30STOPR1-1(30 X 30)Hidden Valley Trail 72nd Street S Hidden Valley Trail 72nd Street Court SHidden Valley TrailHidden Valley TrailHidden Valley Lane/TrailHidden Valley Lane73rd Street S Hidden Valley LaneHidden Valley LaneHidden Valley LaneHidden Valley LaneHidden Valley LaneW14-2a(24 X 6)NO OUTLETW14-2a(24 X 6)NO OUTLETW14-2a (24 X 6) NO OUTLETW14-2a(24 X 6)NO OUTLETW14-2a(24 X 6)NO OUTLET70th Street S 72nd Str e et S 72nd Street Court S H i d d e n V a l l e y T r a i l Hinton Avenue SHidden Valley PondHardwood Avenue S73r d S t r e e t S Hidden Valley LaneHidden Valley CoveHidden Valley Terrace 73rd Street S Hidden ValleyLaneHidden ValleyTrailHidden Valley TrailHardwood Avenue S7256 7234 7222 7198 7176 7142 7159 7169 7191 7213 7245 7267 7289 7288 7266 7244 7182 7140 7100 7135 7177 7239 7251 7293 7230 7228 7216 7204 7192 7399 7393 7379 7367 73397311 7292 7278 7713 7739 7763 7781 7750 7742 7730 7712 7191 7183 7173 7157 7212 7192 7184 7170 7162 7155 7153 7151 7149 71477143 7139 7137 7135 7158 71467134 7127 7129 7131 7133 7141 7145 7149 7157 76787636 7244 7305 7594 7552 7138 7144 7150 7530 7529 7541 7573 7615 7657 7699 7229 7217 7205 7191 7179 7180 7178 1 3 6 36 36 33636 3 3 73r d S t r e e t S 3 3 3 3X4-2(18 X 18)R4-7C(24 X 24)X4-2(18 X 18)STOPR1-1(30 X 30)PR7-2B(12 X 18)BEGINSHEREW11-2 (30 X 30)W11-2(30 X 30)33 3 R4-7C(24 X 24)X4-2(18 X 18)12SW G R4-7C(24 X 24)X4-2(18 X 18)SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777C701.dwg 2/12/2025 12:10:58 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C7.02STREET SIGNAGE PLAN SIGNAGE PLAN FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. LEGEND MOUNT SIGN/SIGNS ON STREET LIGHT POLE 1 2 SALVAGE AND REINSTALL NAME PLATE ON NEW POLE 3 REMOVE AND REPLACE SIGN ON NEW POLE 4 5 REMOVE EXISTING SIGN AND POLE EXISTING SIGN TO REMAIN IN PLACE 6 INSTALL NEW SIGN AND POLE CROSSWALK BLOCK WHITE CIRCLE - MULTI COMP EXAMPLE: = 4" SOLID LINE WHITE - MULTI COMP SQUARE - PREF THERMO STRIPING KEY PAVEMENT MESSAGE (TYP) TRIANGLE - PAINT PENTAGON - PREF TAPE SYMBOLS & MATERIALS LEGEND 1ST DIGIT WIDTH 4", 8", ETC. 2ND DIGIT PATTERN S - SOLID B - BROKEN D - DOTTED/DOUBLE 3RD DIGIT COLOR W - WHITE Y - YELLOW B - BLACK 4SW G - GROUND IN >>>>>>lll lM D D D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D D D D D D D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>> > > > > >>>>>>>>>>>>>>> >>>>>>>>>>>>>>> > >>>>>>>>>>> >> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>> > >>> >>>>>>>>>>>>>>> > > >>>>>>>> > > > >>> >lllll llllll l lllllllllllllll l llllllllllllllllllllllllll l l llllllllllllll l llllllllllllllllllllll l l l l l llll l l l llS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S SS SS W E EEEEEEEEEE E E EEEEEEEEEEEEEEEE E E E EEEEEE E E E E E EEEE EE E E EE EE E E EEEEEEEEEEE E E E E E E E E E E E E E E E E E EEEEEEEEEEEEE E E EEEEEEE E E E 7370 7368 7356 73447330 7322 7318 72907288 7276 7262 7250 746174637465 7467 7471 7475 7479 7481 7483 7485 7487 7491 7493 7497 7499 7448 7457 7455 7451 7447 7443 74417444 7442 7438 7428 7416 7404 7394 7382 7346 7334 7320 7264 7244 7393 7385 7371 7359 7347 7341 7335 7319 7305 7301 7265 7592 7576 7560 7544 7528 7512 7515 7525 7547 7567 7575 7591 7450 7435 7423 7421 7419 7417 7415 7413 7395 7303 7740 7736 7732 7728 77247722 7718 7714 7710 77007660 7640 7610 7739 7439 7437 7733 7729 7725 7721 77177715 7711 7707 7703 7699766976497629 7609 7407 7409 7411 7419 7421 7423 74257427 7429 7431 7433 7437 74417445 7449 7408 7416 7424 7432 74407448 7388 73827366 Hidden Valley Hollow 74th Street S 74th Street SHidden Valley Ridge73rd Street S Hidden Valley Terrace Hidden Valley CourtHidden Valley LaneHidden Valley TrailHidden Valley Trai l Hid d e n V a l l e y T r a i l 74th Street S74th Stree t S 74th Street S Hinton Avenue SHomestead AvenueM REMOVE AND REPLACE SERVICE CABINET PER SERVICE CABINET C/C1.14 INCL. EQUIPMENT PAD PER LGT-6/C1.10 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777E101.dwg 2/12/2025 12:11:26 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R E1.01 STREET LIGHTINGFEETSCALE 0 25 50 HORZ. LEGEND: REPLACE LIGHT BASE COVER REMOVE AND REPLACE LIGHTING UNIT PER LGT-14 (CITY SUPPLIED) REMOVE AND REPLACE LUMINARIE ON EXISTING LIGHTING UNIT (CITY SUPPLIED) EXISTING STREET LIGHTING METER NEW HAND HOLDH NOTES 1.EXISTING LIGHT POLES AND FOUNDATIONS TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. LIGHTING UNITS ARE TYPICALLY BEHIND SIDEWALK. 2.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF POWER FOR THE LIGHTING SYSTEM WITH CITY OF COTTAGE GROVE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 M llllllllllllllllllllM M M D D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D D D D D D D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllllllll l lllll l l ll ll lllll lllllllllllllllllllllllllllllll ll llllll lll l llllllllll S S S S S S S S S S S S SS SS S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W EEEEEEEEE E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEE E E E EE EEEEEEE E E E E EE E E E E EEEEEEEEE E E E 7256 7234 7222 7198 7176 7142 7159 7169 7191 7213 7245 7267 7289 7288 7266 7244 7182 7140 71007135 7177 7239 7251 7293 7230 7228 7216 7204 7192 7399 7393 7379 7367 73397311 7292 7278 7713 7739 7763 7781 7750 7742 7730 7712 7191 7183 7173 7157 7212 7192 7184 7170 7162 7155 7153 7151 7149 71477143 7139 7137 7135 7158 71467134 7127 7129 7131 7133 7141 7145 7149 7157 76787636 7594 7552 7138 7144 7150 7530 7529 7541 7573 7615 7657 7699 7229 7217 7205 7191 7179 7180 7178 70th Street S 72nd Str e et S 72nd Street Court S Hidden Va l ley T ra i l Hinton Avenue SHidden Valley PondHardwood Avenue S73r d S t r e e t S Hidden Valley LaneRed Pine RoadHidden Valley CoveHidden Valley Terrace 73rd Street S Hidden Valley LaneHidden Valley TrailM M REMOVE AND REPLACE POLE (POLE SUPPLIED BY CITY) REMOVE AND REPLACE SERVICE CABINET PER SERVICE CABINET C/C1.14 INCL. EQUIPMENT PAD PER LGT-6/C1.10 REMOVE AND REPLACE SERVICE CABINET PER SERVICE CABINET C/C1.14 INCL. EQUIPMENT PAD PER LGT-6/C1.10 LEGEND: REPLACE LIGHT BASE COVER REMOVE AND REPLACE LIGHTING UNIT PER LGT-14 (CITY SUPPLIED) REMOVE AND REPLACE LUMINARIE ON EXISTING LIGHTING UNIT (CITY SUPPLIED) EXISTING STREET LIGHTING METER NEW HAND HOLD SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777E101.dwg 2/12/2025 12:11:36 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R E1.02 STREET LIGHTINGFEETSCALE 0 100 200 HORZ. 1 1 1 1 1 1 1 1 1 1 H M NOTES 1.EXISTING LIGHT POLES AND FOUNDATIONS TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. LIGHTING UNITS ARE TYPICALLY BEHIND SIDEWALK. 2.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF POWER FOR THE LIGHTING SYSTEM WITH CITY OF COTTAGE GROVE A FOOTING DETIAL- SHADE STRUCTURE 5"2"1-1/2"1-1/2"(3) #3 TIES @ 1.5" ANCHOR BOLTS BY GAZEBO MANUFACTURER 1 2" EXPANSION JOINT & JOINT SEALANT4"3'-8"1'-0"3'-0"6"1'-4" SLOPES IN ACCORDANCE WITH OSHA, TYP. SELECT GRANULAR BORROW MODIFIED 1 2" RADIUS FINISH ON PERIMETER OF SLAB, TYP. 4"CONC. SLAB W/ #4 @ 16" E.W. 3'-0"x3'-0"x1'-0" FTG. W/ (4) #4 E.W. 1'-6"x1'-6" PIER W/ (8) #4 HOOKED VERTS. & #3 TIES @ 12" MAX. & (3) TIES @ 1.5" AT TOPI C1.02 ELECTRICAL CONDUIT, COORDINATE WITH ELECTRICAL DRAWINGS & GAZEBO MANUFACTURER B BASE PLATE DETIAL 20'-0" 1'-0"1'-6"15'-0"1'-6"1'-0"12'-0"1'-0"1'-6"7'-0"1'-6"1'-0"AS 1 . 0 1 SHEET Bolton & Menk, Inc. 2025, All Rights ReservedcH:\COTT\24X135777000\CAD\C3D\135777S101.dwg 2/12/2025 1:01:08 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MN 2025 PAVEMENT MANAGEMENT PROJECT 135777DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. MICHAEL J BOEX 44576 2/12/2025 ANO JKB MJB 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R S1.01 SHADE STRUCTURE CONSTRUCTION NOTES: 1.EXCAVATION A.CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY SHEETING AND SHORING TO PROTECT PERSONNEL AND ADJACENT PROPERTY FROM INJURY OR DAMAGE DURING CONSTRUCTION OPERATION. 2.CONCRETE A.LAP SPLICES AND 90 DEGREE END HOOKS SHALL BE AS SHOWN BELOW UNLESS NOTED. * TOP BAR LAP SPLICES ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 IN. OF CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE. B.REINFORCING BARS SHALL HAVE THE FOLLOWING CONC. COVER UNLESS NOTED OTHERWISE. FOOTINGS AND OTHER UNFORMED SURFACES 3" ALL OTHER CONCRETE 2" C.CONCRETE SHALL BE PLACED WITHOUT CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS OR AS APPROVED BY THE ENGINEER. D.BEVEL ALL EXPOSED CORNERS OF CONCRETE 3 4"x3 4" OR USE RADIUS TOOL. E.PROVIDE STANDARD CONCRETE DETAILS SHOWN ON THE DRAWINGS UNLESS NOTED. BAR SIZE #3 #4 #5 #6 #7 19 IN. 25 IN. 31 IN. 37 IN. 54 IN. 24 IN. 32 IN. 40 IN. 48 IN. 70 IN. 6 IN. 8 IN. 10 IN. 12 IN. 14 IN. BAR LAP TOP BAR SLAB, WALL, COLUMN 90° HOOK f'c=4000 PSI FOUNDATION NOTES: 1.TOP OF FOOTING SHALL BE 4'-0" BELOW GRADE. 2.COMPACT SURFACE OF FOUNDATION SOILS PRIOR TO PLACING CONCRETE. 3.VERIFY DIMENSIONS AND FOUNDATION CONFIGURATIONS WITH SHELTER MANUFACTURER. 4.COMPACT SELECT GRANULAR BORROW MODIFIED TO 98% STANDARD PROCTOR. 5.FOUNDATION BEARING CAPACITY TO BE VERIFIED BY GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION OF FOOTING. SLAB CONSTRUCTION NOTES: 1.REFER TO GRADING PLANS FOR ELEVATIONS. 2.PROVIDE 4" THICK CONCRETE SLAB ON GROUND WITH #4 @ 16" O.C. E.W. UNLESS NOTED. 3.TOOL OR SAWCUT CONTROL JOINTS IN ALL SLABS AT 12 FEET MAXIMUM SPACING. PLACE BACKER ROD & SEALANT. GAZEBO CONSTRUCTION NOTES: 1.VERIFY DIMENSIONS WITH SHELTER MANUFACTURER. 2.GAZEBO STRUCTURE SHALL BE A PRE-ENGINEERED STRUCTURE DESIGNED TO MEET ALL REQUIREMENTS OF THE IBC AND MSBC. GAZEBO PLAN DRAWINGS SHALL BE SIGNED BY AN ENGINEER LICENSED IN THE STATE OF MINNESOTA. 3.DO NOT PLACE FOOTINGS UNTIL GAZEBO DIMENSIONS HAVE BEEN VERIFIED AND THE FOUNDATION STRUCTURAL ENGINEER OF RECORD HAS REVIEWED THE GAZEBO LOADS TO THE FOOTINGS. DESIGN LOADS: DESIGN CODE 2018 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY THE 2020 MINNESOTA STATE BUILDING CODE (MSBC). DEAD LOADS (D) MATERIALS CONCRETE 150 PCF SOIL 120 PCF GAZEBO STRUCTURE BY MANUFACTURER LIVE LOADS (Lr) ROOF LIVE LOAD 20 PSF SNOW LOADS (S) Pg 50 PSF ROOF 42 PSF + DRIFT WIND LOADS (W) NOMINAL WIND SPEED 90 MPH, EXPOSURE C EARTHQUAKE (EQ) SEISMIC SITE CLASS D SEISMIC DESIGN CATEGORY A FLUID (F) NOT APPLICABLE LATERAL LOADS (E) DESIGN WATER TABLE N/A 100-YR. FLOOD ELEVATION N/A BACKFILL FRICTION ANGLE 30 DEGREES Ko 0.5 Ka 0.33 Kp 3.0 SOIL UNIT WEIGHT, DRY 120 PCF SOIL - AT REST (ABOVE WATER TABLE)60 PCF/FT SOIL - AT REST (BELOW WATER TABLE)N/A SOIL - ACTIVE 40 PCF/FT MATERIALS: 1.CONCRETE 4,000 PSI AT 28 DAYS & 6.5% +/-1.5% AIR 2.REINFORCEMENT BARS ASTM A615, GRADE 60 3.SELECT GRANULAR BORROW (MODIFIED)MNDOT 3149 B.2 MOD W/ 8% PASSING #200 LEGEND: STRUCTURAL CONCRETE SELECT GRANULAR BORROW (MODIFIED) GENERAL FILL SLAB CONTROL JOINT 1 City Council Action Request 8.A. Meeting Date 2/19/2025 Department Finance Agenda Category Action Item Title Approve Disbursements Staff Recommendation Approve disbursements from 01-31-2025 to 02-12-2025 in the amount of $2,753,364.99 Budget Implication N/A Attachments 1. Expense Approval Report 2-19-2025 Council Meeting 2. Payroll Check Register 02-19-25 Council Meeting 1 City Council Action Request 9.A. Meeting Date 2/19/2025 Department Finance Agenda Category Action Item Title Property Tax Abatement for a portion of the 2025A Bonds Staff Recommendation 1) Hold public hearing for property tax abatements in connection with the bond issuance for the irrigation project at the golf course. 2) Adopt Resolution 2025-018, approving the property tax abatements. Budget Implication $1,640,000 to be paid with future golf course revenues. Attachments 1. cc memo hold PH 2025A Abatement Bond 2. 2025-018 Cottage Grove Resolution Approving Property Tax Abatements (2025 GO Bonds) To:Mayor and City Council Members Jennifer Levitt, City Administrator From:Brenda Malinowski, Finance Director Date:February 19, 2025 Subject:Public Hearing -Consider Property Tax Abatements in connection with the issuance of tax abatement bonds for the purpose of financing the improvements to the golf course irrigation system. INTRODUCTION Funding is necessary to finance expenditures for the 2025 Pavement Management project, Low Zone Water Tower project, equipment, and the River Oaks irrigation project. The funding was identified in both the 2025-2029 Capital Improvement Plan and the Financial Management Plan. Since the irrigation project will be financed with abatement bonds, a public hearing must be held for the issuance of these bonds. DISCUSSION The 2025A bonds will be repaid with water area charges to developers (water tower project), special assessments (pavement management), golf course revenues (irrigation project), and future property tax levies (portion of pavement management and equipment). Since the irrigation project will be issued under the tax abatement process, a public hearing for that portion of the bond issue ($1,640,000) is necessary. Cities have the authority under Minnesota Statute 469 to issue abatement bonds. In order to grant tax abatement, the City is required to hold a public hearing on the amount of the abatement to be granted, identify the properties from which they will abate the City’s portion of the taxes, and describe the public purpose in order to grant the abatement. This is the same process that was used in 2016 for the issuance of bonds for the ice arena, and in 2023 for the issuance of bonds for the Glacial Valley Park building. ACTION REQUESTED 1. Hold the public hearing for property tax abatements in connection with the issuance of tax abatement bonds for the purpose of the irrigation project at the golf course. 2. Adopt Resolution 2025-018, Approving the property tax abatements. 171212174v1 EXTRACT OF MINUTES OF A MEETING OF THE CITY COUNCIL OF THE CITY OF COTTAGE GROVE, MINNESOTA HELD: FEBRUARY 19, 2025 Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Cottage Grove, Washington County, Minnesota, was duly called and held at the Cottage Grove City Hall in Cottage Grove, Minnesota, on February 19, 2025, at 7:00 P.M., for the purpose in part of approving property tax abatements. The following members were present: and the following were absent: Member ________________ introduced the following resolution and moved its adoption: RESOLUTION NO. 2025-018 RESOLUTION APPROVING PROPERTY TAX ABATEMENTS BE IT RESOLVED by the City Council (the "Council") of the City of Cottage Grove, Minnesota (the "City"), as follows: 1. Recitals. (a) The City proposes to approve tax abatements to finance the costs related to improvements to the golf course irrigation system (the "Project"). The City proposes to use the abatement for the purposes provided for in the Abatement Law (as hereinafter defined), including the Project. The proposed term of the abatement will not exceed fifteen (15) years in an amount not to exceed $1,640,000. The abatement will apply to the City's share of the property taxes (the "Abatement") derived from the property described by tax parcel identification numbers in the table below (the "Property"); and (b) On the date hereof, the Council held a public hearing on the question of the Abatement, and notice of said hearing was published in a newspaper of general circulation in the City at least once more than ten days but less than 30 days before the hearing; and (c) The City Council proposes to issue its general obligation abatement bonds in an amount not to exceed $1,640,000 to finance the Project; and the Abatement will be pledged to payment of the Bonds; and (d) The Abatement is authorized under Minnesota Statutes, Sections 469.1812 through 469.1815, as amended (the "Abatement Law"). 08.027.21.32.0029 20.027.21.42.0005 171212174v1 2 2. Findings for the Abatement. The City Council hereby makes the following findings: (a) The Council expects the benefits to the City of the Abatement to at least equal or exceed the costs to the City thereof. (b) Granting the Abatement is in the public interest because it will help provide access to services for residents of the City and provide for the construction of public facilities in the City. (c) The Property is not and will not be located in a tax increment financing district during the Abatement period. (d) In any year, the total amount of property taxes abated by the City by this and other existing abatement resolutions, shall not exceed ten percent (10%) of net tax capacity of the City for the taxes payable year to which the abatement applies or $200,000, whichever is greater (the "Abatement Limit"). The City may grant other abatements permitted under the Abatement Law after the date of this resolution, provided that to the extent the total abatements in any year exceed the Abatement Limit the allocation of the Abatement limit to such other abatements is subordinate to the Abatement granted by this resolution. 3. Terms of Abatement. The Abatement is hereby approved. The terms of the Abatement are as follows: (a) The Abatement shall be for up to fifteen (15) years anticipated to commence for the taxes payable in the year 2027. The City reserves the right to modify the commencement date, but the abatement period shall not exceed fifteen (15) years. (b) In accordance with Section 469.1815 of the Act, the City will add to its levy in each year during the term of the Abatement the total estimated amount of current year Abatement granted under this resolution. (c) The City will abate the City's share of property tax amount which the City receives from the Property, cumulatively not to exceed $1,640,000. (d) The Abatement shall be subject to all the terms and limitations of the Abatement Law. The motion for the adoption of the foregoing resolution was duly seconded by Member _____________________________ and, after a full discussion thereof and upon vote being taken thereon, the following voted in favor thereof:__________________________________ ___________________________________________________________________________ and the following voted against the same: ____________________________________ 171212174v1 3 STATE OF MINNESOTA COUNTY OF WASHINGTON CITY OF COTTAGE GROVE I, the undersigned, being the duly qualified and acting City Clerk of the City of Cottage Grove, Washington County, Minnesota, DO HEREBY CERTIFY that I have compared the attached and foregoing extract of minutes with the original thereof on file in my office, and that the same is a full, true and complete transcript of the minutes of a meeting of the City Council of said City, duly called and held on the date therein indicated, insofar as such minutes relate to the approval of property tax abatements. WITNESS my hand this 19th day of February, 2025. _________________________________ Mayor __________________________________ City Clerk 1 City Council Action Request 11.A. Meeting Date 2/19/2025 Department Community Development Agenda Category Action Item Title Lochridge - Zoning Amendment and Preliminary Plat Staff Recommendation 1) Adopt Ordinance No. 1093 approving the zoning amendment to change the zoning of 72.18 acres from AG-2, Agriculture, to R-4, Transitional Residential. 2) Adopt Resolution 2025-020 approving the Preliminary Plat for a subdivision to be called Lochridge, which will consist of 99 lots for single-family homes and 84 townhome units. Budget Implication N/A Attachments 1. Lochridge CC Memo 2. Lochridge Applicant Narrative 3. Lochridge Preliminary Plat Plan Set 4. Lochridge Illustrative Site Plan 5. Lochridge Single Family Homes Renderings 6. Lochridge Townhome Renderings 7. Lochridge Engineer Plan Review Memo 2025-01-17 8. Lochridge Ordinance - Rezoning 9. Lochridge Resolution - Preliminary Plat TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Samantha Pierret, Senior Planner DATE: February 13, 2025 RE: Lochridge – Zoning Amendment and Preliminary Plat Proposal Pulte Homes of Minnesota, LLC (Applicant) is requesting approval of a Zoning Amendment and Preliminary Plat on three parcels totaling 72.18 acres of land zoned AG-2, Agriculture, located south of the Woodbury border, west of Jamaica Avenue, and north of The Waters at Michael’s Pointe development. The Applicant is proposing to rezone the subject site to R -4, Transitional Residential District, to plat 99 single family lots and 84 townhome lots. The townhomes would be a mixture of attached four- and six-unit side by side structures. Three outlots zoned R-3, Single Family Residential, in The Waters at Michael’s Pointe development will be included in the project and will contain a proposed recreation trail. These lots will not include any residential development and are not part of the rezoning or preliminary plat request. Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 2 of 18 Review Schedule Application Received: December 17, 2024 Application Accepted: December 17, 2024 Planning Commission Meeting: January 27, 2025 City Council Meeting: February 19, 2025 120-Day Review Deadline: April 16, 2025 Background Site Conditions The northern parcels contain 52.15 acres primarily used as tilled cropland and the right-of-way of Jamaica Avenue and Military Road. There is a row of trees along the western property line and a wooded area in the far southwest corner of the property. The southern parcel is primarily woode d with the Lake Robert wetland area and contains 20.03 acres. Bedrock impacts a large portion of the development site requiring additional site work for utility installation including blasting and excavation. To offset impacts associated with high bedrock on the site, the applicant is proposing a diversity of housing products (single-family and townhomes units) allowing for additional units to help offset the additional costs associated with development of the site that has provided challenges with past development proposals. In addition, Jamaica is planned as a County roadway with future improvements including a roundabout at the north end of the development site. Additional right-of-way is required to be dedicated per the County’s standard pushing developable area nearly 150 feet west of Jamaica Avenue. At the time The Waters at Michael’s Pointe was platted in 2011, Outlot A was retained by the landowner and planned to be dedicated with future development north of the lake and Outlot B and E were to be deeded to the City and included as credit to parkland dedication. Excess Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 3 of 18 parkland dedication of 2.89 acres was credited for future development north of the lake as part of The Waters at Michael’s Pointe platting process. These 2.89 acres are being applied to the Lochridge parkland dedication calculations as intended in 2011, and Outlot B will be required to be deeded to the City as it is still owned by the Wolterstorffs. Outlot B was designed to accommodate a future trail along Jamaica Avenue and act as a trail connection point to travel north, south, and east. Outlot E was deeded to the city at the time of the Waters development and designed in a way to accommodate a future trail around the lake. Outlots A and B are shown on the preliminary plat documents for the Lochridge development given the trail improvements and park dedication credit but will not be included in the Lochridge plat; they will continue to be part of The Waters at Michael’s Pointe plat. Outlot E of the Waters at Michael’s Pointe (owned by the City) will also have portions of the proposed trail. The recreational trail will connect to Lochridge and The Waters at Michael’s Pointe Developments, the future park on Outlot G, and existing trails and sidewalks along Jamaica Avenue and Ravine Parkway, which is consistent with the 2040 Comprehensive Plan. Development Area Neighborhood Meeting The Applicant held a neighborhood meeting on November 13, 2024. Notice of the neighborhood meeting was sent to surrounding property owners within 500 feet of the project area. The intent of the meeting was to give neighboring property owners the opportunity to ask questions and present concerns they might have to the developer in the early planning stages of the proposed project. Three property owners from The Preserve at Cottage Grove neighborhood attended the meeting and one resident emailed the developer after the neighborhood meeting. The emailed Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 4 of 18 comments focused on park and recreational amenities proposed and requested additional sport courts, an ADA accessible playground, and covered picnic table/shelter to enhance the neighbor - hood and positively impact the health and wellness of residents. One concern raised at the meeting was related to the proposed bituminous trail around Lake Robert. When The Waters at Michael’s Pointe preliminary plat was considered, there was language in the staff report stating no trail was proposed between the seven platted lots and the Lake. Later in the same document a public trail around the Lake was recommended to be con - structed in the future. Residents of the area recalled being informed no trail would be constructed here and were unaware a trail was proposed here until the November 13 meeting. The recreation trail around Lake Robert is included in the 2040 Comprehensive Plan. Residents were also concerned with added traffic on the single -lane Jamaica Avenue. Residents noted that they currently struggle leaving their neighborhood and turning onto Jamaica. Washington County has plans to upgrade Jamaica Avenue in the future includ ing intersection improvements at Jamaica Avenue South and Military Road. Planning Commission Meeting At their January 27, 2025, meeting, the Planning Commission reviewed this request and held a public hearing. Seven residents provided public testimony about the proposed development. Below is a summary of these comments along with a response to the inquiry. • Comments expressing concern related to the proposed trail south of Lake Robert behind residential properties in the Waters at Michael’s Pointe and Preserve at Cottage Grove neighborhoods. o Staff clarified the proposed recreation trail was shown in the 2030 and 2040 Comprehensive Plans. The proposed Lochridge development is being reviewed against the 2040 Comprehensive Plan and the recreation trail location aligns with this Plan. • One resident asked whether the water quality in Lake Robert was tested. o Lake Robert water quality is not regularly tested. The installation of stormwater ponds, particularly on proposed Outlot F north of the lake, will filter stormwater before it enters Lake Robert. Staff anticipates improved water quality due to the installation of stormwater ponds as part of the Lochridge development. • It was asked whether a study has been done and permits obtained from the Conservation District regarding the trail around the wetland particularly for construction within the wetland and floodplain. o The developer completed a wetland delineation, which was approved on January 27, 2025. Trail construction must adhere to all wetland rules and obtain all permits for wetland impacts. Portions of the area south of Lake Robert are within the delineated FEMA floodplain. Trails are a permitted use within the floodplain. The trail will not increase flood levels. Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 5 of 18 • A resident questioned why the density in the Lochridge development is proposed to be so high. The question particularly referenced the inclusion of townhomes in an area with predominantly single-family homes. o The proposed density meets the 2040 Comprehensive Plan designation as Low Density Residential at 3.2 units per acre. The City is focused on providing a diversity of housing options to meet the needs of homebuyers at various life stages and at various income levels. Buildable area is restricted by the presence of bedrock, required ROW dedication for a future roundabout, and the Lake Robert wetland. Surrounding properties are also zoned R-4, Transitional Residential district across Jamaica Avenue and the Calarosa Fifth Addition has townhome units which is west of the proposed development. The R-4 zoning district was created to support areas ready for development that may be adjacent to major roadways or allow for unique housing opportunities. Planning Considerations Plan Review The dates of the plan set utilized for this review were submitted by Alliant Engineering Inc. and are dated 12/11/2024. The city’s engineering consultant, Bolton & Menk, reviewed the plans and provided comments in a memo dated 1/17/2025. Both the plan set and review memo are attached. Rezoning and Comprehensive Plan The subject property is currently zoned as AG-2, Agriculture, and is guided as Low Density Res- idential and Parks/Open Space in the 2040 Comprehensive Plan. The Comprehensive Plan guides the actions of the community by presenting a vision for the future by identifying policies, strategies, and investments the community will undertake while providing a repository of information. All land use decisions must be consistent with the adopted Comprehensive Plan. Zoning regulations specifically define how land can be used. Zoning divides a jurisdiction into multiple districts and the Zoning Ordinance provides regulations which guide community development and growth within each district. The zoning regulations are the primary tool used to implement the City’s vision found in the Comprehensive Plan. 2040 Comp. Plan Land Use and Proposed Rezoning Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 6 of 18 The Applicant is requesting to rezone the subject property from AG -2, Agriculture, to R-4, Transitional Residential, which would be in accordance with the long-term growth plan for the parcel. Low Density Residential as defined in the Comprehensive Plan allows for 2 to 4 units per acre density. The R-4, Transitional Residential District is intended to provide transitional areas that will allow a mixing of two-family dwellings and/or single-family dwellings on smaller lots where property is adjacent to a minor or major collector street. Land to the east across Jamaica Avenue (McHattie parcel) is currently zoned R-4 (rezoned in 2021 from AG-1) and land to the west in the Calarosa 5th Addition is also zoned R-4 where the development was approved with diverse housing options including townhomes and quad units given these development locations adjacent to major road right of way. The Applicant is proposing 3.2 units per net acre. Net density is defined as, “The total number of units divided by the total land area less major right of ways (arterials and collectors) and less wetland protected by the Wetland Conservation Act , provided that right of way (including major roads) shall not be deducted if dedicated to the City at no cost .” The Lochridge calculation is shown below: Gross Acreage of Lochridge Development: 72.18 acres Subtract Wetland Area: 5.33 acres Subtract Existing ROW: 2.84 acres Subtract Proposed ROW Ravine Parkway, Military, and Jamaica: 6.67 acres Equals Net Acreage: 57.3 acres Divide 183 total housing units by net acreage to get units per acre of 3.2. At 3.2 units per acre the Lochridge development complies with the definition of Low Density residential of 2 to 4 units per acre. The proposed preliminary plat and the land use map from the 2040 Comprehensive Plan are consistent in the following ways: • The Land Use Map in the 2040 Comprehensive Plan identifies the future land use development of the subject property as low density residential land uses. The Applicant is Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 7 of 18 proposing a mixture of single-family and townhome lots for the subject property, which is consistent with the 2040 Comprehensive Plan. • The proposed density of 3.2 units per acre is consistent with the 2040 Comprehensive Plan. • The proposed trail is consistent with the 2040 Comprehensive Plan’s Planned Recreation Trail Map. • The proposed development helps provide the city with a diverse mix of housing types that are needed to serve varying income levels and stages in the life cycle. • The proposed preliminary plat and grading plan are consistent with the low -density resi- dential land use designation for this area. Preliminary Plat The preliminary plat, as proposed, depicts a logical development of a viable property given the adopted performance standards of the zoning district. The proposed plat consists of 99 single family homes and 84 attached townhomes in four- and six-unit groups. The preliminary plat includes proposed Road B and Outlot H along the western edge of the property. Utilities will be stubbed in Road B and Ravine Parkway in anticipation of future development on the west side of Road B and the Applicant will be required to ghost plat lots on the adjacent property to ensure future devleopment aligns prior to final plat approval. Preliminary Plat Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 8 of 18 Zoning Development Standards The development performance standards of the requested zoning district classifications and those requested as part of the development are detailed below. The Applicant has not requested a PUD (Planned Unit Development) as part of their application and intends to meet or exceed the performance standards of the R-4, Transitional Residential zoning district. Lot Development Performance Standards Single Family Standards Proposed R-4 Single Family Residential Lot depth 120 feet 120 feet Lot width 57.5 feet 45 feet Front yard setback 25 feet 25 feet Rear yard setback 30 feet** 30 feet Side yard setback 7.5 feet 7.5 feet Side yard, garage setback 5 feet 5 feet Maximum impervious surface coverage 50% Townhome Standards Minimum building to building setback 20 feet 15 feet between dwelling structures, 10 feet for residential garages Maximum impervious surface coverage 40% **Proposed rear yard setback from Military Road and Jamaica Avenue South is 75 feet. Transportation The proposed development will have one access point off Jamaica Avenue to the east. Jamaica Avenue is a two -lane divided County roadway that was designed to accommodate an average of 15,000 vehicles per day. Currently, Jamaica Avenue has an average of 4,192 vehicle trips per day according to MnDOT. Traffic analysis of the new Lochridge development estimates that each single -family home will generate approximately 10 trips per day and each townhome unit will generate approximately 6 trips per day. With 99 single- family homes and 84 townhome units proposed, the development will generate approximately 1,494 trips per day. Even with the traffic from the new development, traffic on Jamaica Avenue will still be under the traffic levels it was designed to accommodate. To facilitate traffic moving in and out of the development, the developer is responsible to construct a northbound left turn lane and a southbound right turn lane on Jamaica Avenue at Ravine Parkway. These turn lanes are highlighted in the image at right. Ravine Parkway is required to be constructed with left (northbound) and right (southbound) turn lanes onto Jamaica Avenue. These turn lanes are highlighted in blue in the image at right. Required Turn Lanes Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 9 of 18 Jamaica Avenue was reconstructed by the City in 2015. At the time, it was constructed to meet the needs of development as a two-lane divided roadway with the anticipation it would be widened with future development north of 70th Street. The right-of-way required for widening of Jamaica had not been dedicated to the city at the time therefore, the city was limited in the ability to the depth of the reconstruction. Washington County is now actively studying the Jamaica Avenue corridor between 70th Street and Military Road in anticipation of a full reconstruction project in 2028. Over the years, this reconstruction has been delayed as development of the Wolterstorff parcel was necessary to obtain adequate right of way for Jamaica Avenue/CSAH 20. Now that development of this parcel is a reality, the project has commenced with a 2025 engineering study to work through creating a plan to rebuild Jamaica Avenue and the Jamaica Avenue/Military Road intersection in 2028. Preliminary plans call for a roundabout in this area that will connect Jamaica Avenue and Military Road to Pioneer Trail. Construction of the roundabout requires additional right of way which is why Outlot A is proposed to extend into the northeast portion of the Lochridge development. The study will evaluate each intersection to determine whether intersection improvements will be needed in the reconstruction including at 67th Street Bay. The County is also studying the need for additional lanes along this corridor. The 2028 reconstruction will be designed to accommodate the ultimate traffic level upon full build out of Cottage Grove and Woodbury. The County has started a preliminary sketch showing an early concept of the roundabout which is included below. The sketch anticipates that Military Road will become a pedestrian trail just as segments further to the south have been as Military has been removed with development . Military Road will not be completely removed between Ravine Parkway and Jamaica until the McHattie parcel has been developed. The additional right of way required for the proposed Jamaica Avenue and future roundabout further restricts buildable area for the development. Preliminary, Conceptual Design for Military/Jamaica Intersection Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 10 of 18 The County project is not motivated by traffic capacity issues rather focused on realignment of the roadways to conform to long range plans of Washington County, the City of Cottage Grove and the City of Woodbury. The County project is motivated by the interim design of the roadway when it was rebuilt in 2015. The road section (pavement and gravel depth) was minimized with the knowledge that the road would be fully reconstructed before 2030. Sidewalks and Trails The subject site is located northeast of the Dodge Nature Center and includes the Lake Robert wetland. The proposed development plan includes an eight-foot-wide bituminous recreation trail around Lake Robert which is consistent with the 2040 Comprehensive Plan’s Planned Parks, Open Space, and Trail Plan map which indicates a recreation trail extending around the Lake. A 160-foot-long boardwalk may be necessary in the southwest portion of the wetland to minimize impact to the wetland. This development site is adjacent to Shepard Farm which has a system of trails through its wooded acreage (see image below). While there is currently no planned trail connection to the Lake Robert trail, hikers can wander through the Shepard Farm woods to reach the trails on that property. The Lake Robert trail will be a great asset to the 42,000 residents of Cottage Grove and will be unique in providing a trail surrounding a natural water body within the community. At just under 1 mile long, the trail around the lake will be connected to the Jamaica Avenue trails and the trails running along Ravine Parkway. The city acquired Outlot E of the Waters at Michaels Pointe development in 2012 with the intent of constructing the trail at such time the northern Wolt erstorff property developed. Outlot E lies on the southwest corner of Lake Robert just west of 8844 67 th Street Bay. Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 11 of 18 The recreation trail would be located on Outlots A and E of The Waters at Michael’s Pointe development and run behind seven existing residential lots connecting to an existing bituminous trail west of 67th Street Bay (six existing dwellings). The Wolterstorffs currently own The Waters at Michael’s Pointe Outlot A; however, neighboring property owners have added personal property to the outlot over the years including a dock, planter boxes, fire pit, and zip line. Given the dedication of the outlot to the city as park and open space with the Lochridge development , the developer will be required to work with these property owners to have all personal property removed from Outlot A before the City will accept the area as public park and open space as part of the development. The final plat will not be permitted to be recorded until the outlot has been deeded to the city. Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 12 of 18 The proposed trail behind the dwellings on 67th Street Bay will be no closer than ten feet from the rear property lines. Approximately 16 trees would likely need to be removed from the area behind the residences for trail construction a majority of which are undesired species such as ash and boxelder. The Parks Department typically removes trees within five feet of a trail. The trail path could be adjusted to save higher quality trees such as a red oak tree. Coniferous screening trees or shrubs could be established between the trail and rear property lines or on the private lots to provide an additional screening barrier for these existing lots. The city and developer will work with the existing property owners to identify appropriate landscape screening options. Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 13 of 18 Trail location along rear lot lines of properties within developments has been a common practice within the city including in the Rolling Meadows development, Hawthorne Pines, and the Calarosa 2nd and 5th additions as seen below. Staff has investigated alternatives to a bituminous trail behind the existing dwellings in The Waters at Michael’s Pointe neighborhood. One option could be to construct the bituminous recreation trail on the east, west, and southwest sides of the lake and connect the trail to existing trail stubs and sidewalks on 67th Street Bay South creating a connected trail leading back to Jamaica Avenue and the proposed park on Outlot G. This is shown in blue on the image below. A second option is to construct the bituminous recreation trail on the east, west, and southwest sides of the lake and construct a 650-foot boardwalk on the south shore of the wetland. This is shown in green on the image below. Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 14 of 18 Boardwalks and asphalt trails each have pros and cons as they relate to this development. Boardwalks are approximately six times more costly than asphalt trails per linear foot. Asphalt trails are less costly and allow for year-long maintenance. Plow trucks cannot drive on the boardwalks. In the case of this development, construction of an asphalt trail within the wetland and wetland buffer on the southwest and northwest corners of Lake Robert would require significant analysis and design time. Final decision on trail materials will be finalized in development of the Final Plat. The Applicant is also proposing the required eight -foot-wide trail on the north and south sides of Ravine Parkway facilitating a connection to an existing bituminous trail stub on the east side of the Waters at Michael’s Pointe development along Jamaica Av enue. An interconnected paved sidewalk will also be established throughout the Lochridge neighborhood. The developer will be required to construct the asphalt trail on the south side of Ravine Parkway however, the city will require the developer to deposit escrow funds that will be used for the extension of the asphalt trail on the west side of Jamaica Avenue, north of Ravine Parkway. Th is trail on the north side of Ravine Parkway would be constructed in 2028 with the County’s Jamaica Avenue reconstruction project. Transportation Plan Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 15 of 18 Park Land and Open Space A minimum of 10 percent of developable area shall be required to provide residents with public recreation facilities including parks and open spaces as a part of development projects per City Code Title 10-4-3 (6.27 acres in Lochridge development). Outlot G (4.27 acres) is proposed to be established as a new neighborhood park with connection to the trail around Lake Robert and to the trails along Ravine Parkway and Jamaica Avenue. Subtracting encumbered areas within Out - lot G at a 50 percent credit (depression, storm outlet easement, and landscape buffer), the pro - posed park dedication is 3.39 acres. When The Waters at Michael’s Pointe was developed, there were 2.89 excess acres dedicated to be credited towards future development on the north parcels. Adding the 3.39 acres of the Lochridge development with the 2.89 acres of the Waters at Michael’s Pointe development results in a total dedication of 6.28 acres, which meets the required 10 per - cent threshold of 6.27 acres. Outlot G is planned as a future park with both active and passive uses. A parking area is planned at the park which will be constructed during the first phase of construction of the development. Constructing the parking lot early will allow for trail users to park off Ravine Parkway and off private property while enjoying the trails prior to additional planned improvements to the park. Park improvements including a playground area and park shelter near the parking lot do not have a designated timeline for construction and will be determined as funding allows . Park and open space markers are to be installed prior to issuance of a building permit for lots abutting park and open space as identified by the Parks and Recreation Director or their designee. Park and Open Space Markers Area Charges and Development Fees Area charges and related development fees for this project will be based on the acreages shown on the final plat. These fees and charges will be accurately adjusted based on the final plat layout and be provided in the development agreement. Payment to the City will be required at the time the development agreement is fully executed by the City and Developer. Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 16 of 18 Tree Preservation and Landscaping The property currently contains 12,876 existing qualifying inches of trees. There are 521 exempt inches on site including trees within the proposed Ravine Parkway right of way and half dead trees that are not considered qualifying trees. City Code Title 11-3-13 allows 25 percent of the qualifying inches identified on the site to be removed (3,219 inches). The Applicant proposes to remove 4,952 qualifying inches, an excess of 1,733 inches. The excess inches removed must be replaced at a rate of 50 percent; therefore, the Applicant must replace 867 inches. The Applicant’s preliminary Landscape Plans show 1,308 inches being mitigated. City Code Title 11-6-5 requires a minimum amount of landscape plantings to be installed as a part of development projects within the City. These required plantings include yard trees, building perimeter plantings, and landscape requirements. After consulting with the Public Works Director and verification from the Council, boulevard trees will no longer be required for residential lots. Instead, lots less than 50 feet wide must have two yard trees, one of which must be a front yard tree. These smaller lots may have a small statured tree (maximum canopy spread of 30 feet) in the front yard. Lots over 50 feet wide must have three yard trees one of which must be a front yard tree. On wider lots the front yard tree must be an overstory species (maximum canopy spread over 30 feet). Townhouse lots must have one tree per 40 linear feet of site perimeter including one overstory front yard tree at both ends of each building. The Applicant’s landscape plan will need to be amended to reflect these changes. In addition, each single-family lot is required to have 10 understory shrubs and each townhouse unit must have 5 understory shrubs per unit. A buffer averaging 50-feet in width but no less than 30-feet wide must run parallel to the rear lot line along Major Roadways in R-2 through R-5 zoned districts. The buffer shall be a combination of trees, fences, and shrubs that create a minimum of 50 percent year-round opacity at maturity. Jamaica Avenue is considered a Major Roadway; therefore, the Applicant has provided a vegetative buffer that averages 75-feet in width along the boundary of Outlot A. Landscaping Plan Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 17 of 18 Stormwater Management Plan The developer’s engineer submitted a stormwater management plan which has been reviewed by the city. Comments on the plan are included in the review memo dated January 17, 2025. City engineering staff will continue to work with the developer’s engineer to ensure the site meets water quality standards as well as rate and volume control rules. The developer will be required to deed Outlots B, C, F and possibly H to the city for stormwater purposes. Outlot F contains the northern portion of Lake Robert. Staff is also requesting that additional area in the northwest portion of the site and an area on the north side of Ravine Parkway in Block 4 be labeled as Outlots and deeded to the City as there will be stormwater infrastructure within these areas. Access routes from streets to each proposed stormwater pond are required to allow for ongoing maintenance of city infrastructure. The development site is designed with three stormwater ponds which are connected by storm sewer pipe. The image below shows the flow of stormwater through the site. The image also shows that stormwater from areas outside of the development which flows into the site; the proposed ponds and storm sewers are designed to handle offsite flow. The majority of the site is designed to flow to Pond 3 at the south end of the development, which discharges into Lake Robert. Lake Robert discharges to existing city storm sewers through the outlet pipe constructed in 2021. The developer will be required to design the site with no increase in the 100-year high water level of Lake Robert. Honorable Mayor, City Council, and Jennifer Levitt Lochridge – Zoning Amendment and Preliminary Plat February 13, 2025 Page 18 of 18 A proposed trail will be constructed around Lake Robert. Small sections of the trail in low lying areas could be inundated for short periods of time in larger storms of 4 inches or more (10 -year storm) similar to other trail locations throughout the community including the t rails and ballfields in Hamlet Park as well as trails in Pine Tree Park and Pine Tree Valley Park which are occasionally affected by high water levels from ponds. Stormwater associated with the proposed trail will be accounted for in the site stormwater design and will not increase the water levels in the lake. Grading As with all new development projects, site grading is necessary to build the streets, provide proper drainage and ponding, and to create building pads, among other things. City staff and engineering consultants will review grading plans to ensure the plans meet city, state, and watershed district requirements for flood control, erosion control, and drainage. The preliminary grading plan was reviewed by the City’s engineering staff, and their review comments are included in the January 17, 2025, plan review memo. Additional grading review will be required upon submittal of final grading and utility plans for the site. Utilities The proposed development will connect to existing watermain and sanitary sewer on the east side of the development at Ravine Parkway and Jamaica Avenue. There are existing stubbed utilities that were constructed with Ravine Parkway. The engineering plan re view memo dated January 17, 2025, contains comments from city staff and from consulting engineers regarding utility design that will be required to be addressed by the Applicant prior to approval of final plans. Public Hearing Notices Public hearing notices were mailed to 136 property owners who are within 500 feet of the pro- posed subdivision and published in the St. Paul Pioneer Press on January 15, 2025. Recommendation The City Council is recommended to take the following actions: 1. Adopt Ordinance No. 1093 approving the zoning amendment to change the zoning of 72.18 acres from AG-2, Agriculture, to R-4, Transitional Residential. 2. Adopt Resolution 2025-020 approving the Preliminary Plat for a subdivision to be called Lochridge, which will consist of 99 lots for single-family homes and 84 townhome units. Attachments A. Preliminary Plans B. Engineering Review Memorandum 1/17/2025 C. Rezoning Ordinance D. Resolution Approving Preliminary Plat 1 “Building Incredible Places Where People Can Live Their Dreams.” Cottage Grove – Wolterstorff APPLICATION FOR: Rezoning and Preliminary Plat Cottage Grove, MN December 17, 2024 Introduction Pulte Homes of Minnesota, LLC (“Pulte”) is pleased to submit a Rezoning and Preliminary Plat application, along with Rachel Development, INC. Pulte Homes and Rachel Development are partnering on this 183-home proposal. We propose to build townhomes, and two different kinds of detached, single-family homes. Our strategy for this site will be discussed in further detail under the "Site Plan” portion of this narrative. Pulte’s company mission statement is “Building Incredible Places Where People Can Live Their Dreams.” We currently operate under three distinct brands of homebuilding throughout the country: Pulte Homes, Centex Homes, and Del Webb. The office for Pulte’s Minnesota Division is in Bloomington. We will sell and build over 500 homes in the Twin Cities a year under the Pulte Homes and Del Webb brands. The primary contact for Pulte is Haley Daily, Manager of Land Planning & Entitlement. City staff has been provided with Haley’s contact information. The primary contact for Rachel Development is Paul Robinson. City staff have also been provided with his contact information. There are two owners of the properties: David and Karen Wolterstorff 9938 Erin Court Woodbury, MN 55125 The planner, surveyor, civil engineer, and landscape architect are: Alliant Engineering, Attn: Mark Rausch 733 S Marquette Ave, Unit 700 Minneapolis, MN 55402 612-767-9339 mrausch@alliant-inc.com 2 The Property Legal Descriptions: Parcel 1: SECTION 04 TOWNSHIP 027 RANGE 021 N1/2-SE1/4-NE1/4 & NE1/4-NE1/4 LYING S OF MILITARY RD SUBJ TO AG PRES Parcel 2: SECTION 04 TOWNSHIP 027 RANGE 021 E1/2-NE1/4 EXC PORTION LYING & BEING NELY OF COUNTY ROAD - EXCEPT:N1/2-SE1/4- NE1/4 OF SECT Parcel 3: LOT A SUBDIVISION CD 2654 SUBDIVISION NAME THE WATERS AT MICHAELS POINTE Parcel 4: SECTION 03 TOWNSHIP 027 RANGE 021 W1/2-NW1/4 EXC THAT PORTION LYING NELY OF CTY RD #20 AND ELY OF JAMACA AVE. Parcel 5: LOT B SUBDIVISION CD 2654 SUBDIVISION NAME THE WATERS AT MICHAELS POINTE Property Identification Numbers: Parcel 1: 04-027-21-11-0001 Parcel 2: 04-027-21-14-0001 Parcel 3: 04-027-21-41-0053 Parcel 4: 03-027-21-22-0001 Parcel 5: 04-027-21-41-0054 3 Key Facts Existing zoning AG-2 Proposed zoning R-4 Proposed use 84 – Townhomes 89 – 57.5’ Single-Family Homes 10 – 70’ Single-Family Homes 183 Total Homes Net calculations o Gross acreage 88.6 acres o Existing ROW (Military & Jamaica) 2.84 acres o Proposed ROW Dedication (Military & Jamaica) 2.59 acres o Future Ravine Pkwy 4.08 acres o Wetland Area 16.38 acres o Net acreage 62.71 o Total number of homes 183 Single-Family Homes o Net Density 2.92 units per acre Proposed Townhome Dimensions/Setbacks (84 Units) o Minimum lot width 24 feet o Minimum lot depth 76.5 feet o Front Setback 25 feet o Minimum Building Setback 20 feet Proposed 57.5’ Dimensions/Setbacks (89 Lots) o Minimum lot width 57.5 feet o Minimum lot depth 120 feet o Front Setback 25 feet o Side Setback 7.5/5 feet; 12.5 feet total o Rear Setback 30 feet o Proposed 70’ Dimensions/Setbacks (10 Lots) o Minimum lot width 70 feet o Minimum lot depth 140 feet o Front Setback 25 feet o Side Setback 7.5/7.5 feet; 15 feet total o Rear Setback 30 feet Comprehensive Plan The property is currently guided as Low-Density Residential and Park/Open Space. The 2040 Comprehensive Plan defines Low-Density Residential as 2 to 4 units per acre. The proposed neighborhood will have a net density of 2.92 units per acre, meeting the low-density residential metric. Our proposal would include dedicating land to the city to further the city’s vision for a community park in this area. From previous conversations with staff, it is our understanding that the current proposed neighborhood does not require a Comprehensive Plan Amendment. 4 Per the City’s 2040 Comprehensive Future Land Use Plan Rezoning The northern parcels that make up the proposed neighborhood are currently zoned as AG-2. Directly to the east of the site is R-4, and the parcel to the west is zoned as AG-2. The most southerly parcels are zoned as R-3; however, we are not planning any homes in this area and these areas will ultimately be dedicated to the city. We propose to rezone the properties to R-4, Low-Density Residential. We are not requesting any variances and will abide by the standards in the R-4 Zoning. Current Zoning per the City’s Website 5 Site Plan Our proposed neighborhood is comprised of 5 parcels owned by the Wolterstorff family. The properties are primarily south of Military Road and west of Jamaica Ave South. The area to the north of Military Road is the City of Woodbury. Pulte Homes will build 173 of the 183 homes. Pulte will offer 84 townhomes and 89 detached, single-family homes north of the future Ravine Parkway. Rachel will retain (10) 70’ lots for custom homes south of the future Ravine Parkway. The Builder of the 10 homes that Rachel Development will retain has not been selected yet. Pulte and Rachel Development are partnering in this neighborhood to offer a variety of homes in various price ranges. The subject parcels have unique and challenging characteristics such as bedrock, a future roundabout, a significant parkway, and Lake Robert. The site properties helped shape what we believe would best suit the land and surrounding uses while also helping further the City’s goals. 6 Bedrock: The northern parcels comprising the future neighborhood are encumbered by massive amounts of bedrock. Within the 88.6 acres, there are over 21 acres of bedrock. Bedrock development is highly challenging and costly. To minimize the impacts of the bedrock closest to Military Road, we have relocated our proposed future homes further south of the road. Future Roundabout: We understand that a roundabout is planned for the intersection of Military Road and Jamaica Avenue South once traffic warrants it. Our preliminary plat accounts for the right-of-way staff and the county requested for the roundabout. We have also planned for the 50’ required setback from Jamaica Avenue South. Ravine Parkway: Directly to the east of our proposed neighborhood is the existing Ravine Parkway, which currently ends on the east side of Jamaica Avenue South. Our preliminary plat proposes extending Ravine Parkway from Jamaica Avenue South to our western property line. Our proposed road extension aligns with the City’s 2040 Comprehensive Plan and helps further the City’s goal of connecting both sides of the existing Ravine Parkway. Additionally, as part of our development, we would extend the existing trails on the north and south sides of the road, increasing the connectivity of vehicles and trails for pedestrians. Wetland and Environmental Considerations: On 10/4/24, the Technical Evaluation Panel (TEP) sent us a Notice of Decision (NOD) agreeing with the boundaries of the wetlands present on site. There are no wetlands where we are proposing future homes. As our preliminary plat progresses, we will continue coordinating with the required agencies and abide by all regulations as needed. Lake Robert is located on the most southerly parcels of our proposed neighborhood. We are not proposing any impacts to the lake and will abide by all the governing agencies' wetland rules. We believe that preserving this natural feature will be a great amenity to existing and future residents. Proposed City Park: We understand that one city goal is to have a city park on this property, as shown in the 2040 Comprehensive Plan. The current city code requires new developments to either pay park dedication fees, dedicate 10% of land based on net developable acreage, or a combination of both. We propose dedicating +/- 4.27 acres for the city park northeast of Lake Robert and immediately south of Ravine Parkway. The +/- 4.27 acres are in addition to the land that was previously dedicated to the City of Cottage Grove during the Michael’s Pointe 7 Development. The required 10% dedication for this site is approximately +/- 6.27 acres. Our proposal dedicates +/- 7.25 acres, exceeding the park space required by city code. Sidewalks and Trails: In previous discussions with city staff, we heard that one of the city’s goals is to have a trail system around Lake Robert, and this trail is depicted in the City’s 2040 Comprehensive Plan. Our preliminary plat shows a location for a trail around the entire lake. Currently, that plan includes two boardwalks. We met with city staff on November 25, 2024, to walk the proposed trail route, and the layout shown in the preliminary plat set reflects the route that was discussed. We also understand that additional coordination may be needed between the city and the Dodge Nature Center to the west to explore an opportunity for the city trail to lead through the Dodge Nature Center property. If the city and the Dodge Nature Center determine that a trail location from our proposed neighborhood could lead to the nature center, then it’s possible that the southerly boardwalk is no longer needed. We also acknowledge that the proposed trail route could change based on conversations between the city and the Dodge Nature Center. We will continue to work with the city on refining the trail route as needed. In addition to the trails around the lake, we propose extending the trails on Ravine Parkway's north and south sides. As the City Code requires, our proposed neighborhood would also have sidewalks on one side of the internal road network. If the City would like us to construct the trails and boardwalks around the lake with our development work, we kindly request the city credit this construction cost since the trails shown on the plans are trails the City desires as identified in the 2040 Comprehensive Plan. Additionally, we would request that the city exempt any tree removal needed to install the city trail in our tree replacement and mitigation calculations. We look forward to working with the city on the trail and park dedication credits as our application progresses. 8 Tree Preservation and Landscaping: The northern parcels of the site are primarily devoid of trees. However, there are trees where the future Ravine Parkway will be built, as well as south of Ravine Parkway, where (10) 70’ lots are being proposed. Additionally, many trees are located around Lake Robert and within the wetland buffer that we are not proposing any impacts to besides for the city trail. As part of our preliminary plat plan set, there are calculations for the tree mitigation and landscaping plans for city review. We are abiding by the current tree mitigation and landscaping requirements. Our current removal would require 867 caliper inches to be replaced; however, with our landscaping plan, we propose installing 1,308 caliper inches of new trees, which is more than what the mitigation requires. Site Access: Primary access to the Pulte and Rachel Development lots will come from the future Ravine Parkway. We propose two access points for the Pulte lots north of Ravine Parkway and one access point south of the road for the 70’ lots Rachel will be developing and selling to a builder in the future. The Homes Pulte Homes is known for the extraordinary steps we take to ensure that we are designing and building homes that meet the needs and desires of home buyers. You can click this link to learn more about Pulte’s homebuilding process: https://www.pulte.com/design/life-tested. We continually contact home buyers and Pulte homeowners for feedback on improving our home designs. It is what we call Life Tested®. Through this intensive process, we have conceived and incorporated innovative features such as the Pulte Planning Center, the Everyday Entry, Super Laundry, Oversized Pantry, and the Owner’s Retreat. This exhaustive process has played a significant part in Pulte’s success in “Building Incredible Places Where People Can Live Their Dreams.” In striving to continually be in lockstep with the home-buying public, we update the design of our homes frequently. These changes are driven by the desires and tastes of the home-buying public through the process described above. The homes that will be built are outlined below. The townhomes will range in price from the mid to high three hundred thousand range. The Pulte homes on the 57.5’ lots will range in price from the low to mid five hundred thousand. Rachel 9 Development will retain ownership of the (10) 70’ lots. The builder of the ten homes has not been selected yet. Pulte and Rachel Development are partnering in this neighborhood to offer a variety of homes in various price ranges to meet the market's wide range of buyers. Townhomes – 84 Units 1,883 to 2,020 square feet 2 to 4 bedrooms 2.5 bathrooms 2-car garages 2-Stories 57.5’ Lots – 89 Homes 1,949 to 2,645 square feet 3 to 4 bedrooms 2 to 3 bathrooms 3-car garages Multi-Level 70’ Lots – 10 Homes The Builder for the 10 homes has not been selected yet. Conceptual Home Elevations Please see the pages after the “Summary” section for the proposed Pulte Homes renderings. Energy Efficiency The homes that Pulte will be constructing will have extremely high energy efficiency. Each home is tested using the Home Energy Rating System (HERS) index, which is the industry standard for measuring energy efficiency. Heating, cooling, and water heating constitute the largest cost of homeownership outside of the mortgage. The U.S. Department of Energy has determined that a typical resale home scores 130 on the HERS Index while a home built to the 2004 International Energy Conservation Code is awarded a rating of 100 (lower is more energy efficient). Pulte Homes measures the HERS score of every new home constructed. The average HERS score for our homes runs in the range of 47 to 53. We are building extremely energy-efficient homes that dramatically exceed the International Energy Conservation Code threshold. Phasing & Schedule The City of Cottage Grove application schedule suggests that staff review and possible planning commission and council consideration would occur as follows: Preliminary plat approval early 2025 Site development spring 2025 Pulte model home opens late 2025 Ph 1 first closings early 2026 Full build of all homes late 2028 – early 2029 10 Summary The proposed community will consist of 183 homes. Our application requests a rezoning and preliminary plat approval. We look forward to working with the City Commissions, Council, and staff as this application progresses through the review process. We respectfully request the City’s support of this application. Thank you for your consideration. ROA D E ROAD BROAD CROAD CROAD E 1 2 3 4 5 6 7 8 910 3 4 5 30 29 28 27 262524 23 22 21 20 19 18 17 16 15 14 13 13 12 11 10 9 8 7 6 5 4 3 2 1 BLOCK 1BLOCK 1BLOC K 3 BLOCK 4BLOCK 5BLOCK 5 BLO C K 4 1 2 3 4 5 6BLOCK 12 1 2 3 4 BLOCK 13 1 2 3 4 BL O C K 1 4 1234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231234BLOCK 61234BLOCK 7123456BLOCK 8123456BLOCK 91 2 3 4 BLOCK 101234 BLOCK 11BLOCK 31 2 6 7 8 9 10 11 12 13 14 15 16 17 BL O C K 3 ROAD D ROAD CROAD C24 23 22 20 BLOC K 5 21 25 26 27 28 29 30 19 18 17 16 1 2 3 4 5 6 7 8 9 10 1211 10 9 8 7 6 5 4 3 2 1BLOCK 2BLOCK 2BLOCK 41112 15 14 RAVIN E P A R K W A Y 56GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL)DECKCANT'PATIOUNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECKCANT'PATIOUNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCH MI L I T A R Y R O A D (C O U N T Y R O A D N O . 2 0 )JAMAICA AVENUE SOUTHJAMA ICA AVENUE SOUTH 6 7 T H S T R E E T B A Y S O U T H (P U B L I C )(PUBLIC)(PUBLIC) (PUB L IC ) ( P U B L I C )(PUBLI C) RAVINE PKWY SOUTH JAMAICA AVENUE SOUTH(PUBLIC)67TH S T R E E T B A Y S O U T H OUTLOT H OUTLOT C OUTLOT A OUTLOT B OUTLOT A OUTLOT D OUTLOT DOUTLOT F 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) NWL:920.50 INTERIM HWL:925.22 DEVELOPED HWL:925.66 EXISTING HWL:925.03 AKA OUTLOT F POND 1 NWL:928.00 INTERIM HWL:936.43 FINAL HWL:935.07 POND 2 NWL:925.00 INTERIM HWL:932.20 FINAL HWL:931.41 POND 3 NWL:922.00 INTERIM HWL:927.98 FINAL HWL:927.85 File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\COVER.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:45:20 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N N CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffCover Sheetwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. VICINITY MAP Scale: 1"=4000' N Wolterstorff Cottage Grove, Minnesota 1 60 10 SCALE IN FEET 100 200 400 PLAN SUBMISSION/REVISION MATRIX #SHEET DESCRIPTION X DEVELOPER PULTE GROUP 1650 W. 82nd Street, Suite 300 Bloomington, MN 55431 Email: Haley.Daily@PulteGroup.com Contact: Haley Dailey DEVELOPER RACHEL DEVELOPMENT 4180 Napier Court NE Saint Michael, MN 55376 Email: probinson@racheldevelopment.com Contact: Paul Robinson CONSULTANT Alliant Engineering, Inc. Marquette Avenue South, Suite 700 Minneapolis, MN 55402 Phone: 612.758.3080 Fax: 612.758.3099 ENGINEER Mark Rausch License No. 43480 Email: mrausch@alliant-inc.com SURVEYOR Dan Ekrem License No. 57366 Email: dekrem@alliant-inc.com LANDSCAPE ARCHITECT John Gronhovd License No. 59233 Email: jgronhovd@alliant-inc.com CONTACT LIST Cover Sheet X X Erosion & Sediment Control Plan - Overview Sanitary Sewer & Watermain Plan - Overview Storm Sewer Plan - Overview Landscaping Plan - Overview PLAN SUBMISSION/REVISION MATRIX #SHEET DESCRIPTION X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X2024-11-212024-12-11Grading Plan - Notes Grading & Drainage Plan - View A-View D Sanitary Sewer & Watermain - Schedule Pond Detail - Pond 1-Pond 3 PROJECT LOCATION Landscaping Plan - View A-View C Sanitary Sewer & Watermain Plan - View A-View D Landscape Notes Schedule Storm Sewer Plan - View A-View C Storm Sewer Plan - Schedule Wetland Management Plan - Overview NOTE: -HORIZONTAL DATUM IS NAD 83 -VERTICAL DATUM IS NAVD 88. -CITY OF COTTAGE GROVE STANDARD SPECIFICATIONS AND DETAILS FOR STREET AND UTILITY CONSTRUCTION, DATED 2024 SHALL GOVERN ALL IMPROVEMENTS ON THE PROJECT 2 2-5 6 7-10 11 12 13-16 17 1 18 19-22 23 24-26 27 28 29-31 32 33-36 37 38 39-41 42 43 44 45-47 48 49 50-53 Grading & Drainage Plan - Overview Site Plan - View A-View D Site Plan - Notes Site Plan - Overview Preliminary Plat - View A-View D Preliminary Plat - Overview Existing Conditions Plan - View A-View C Existing Conditions Plan - Overview Grading Profiles Erosion & Sediment Control Notes & Details Erosion & Sediment Control Plan - View A-View C Tree Preservation Plan Overview Tree Preservation Plan - View A-View D 54-56 Tree Inventory Lighting Plan Lighting Plan - View A-View C 57 58-60 9569609549529 5 0 948946944 940 942950 944 958966970 9689649709729749749729489429389 3 4 9329 3 4 93 0 970966960952 950 968966964962960958956952950948946960 9 5 6 9 4 0 936934932930928926924 934930928934928 9 3 0 9 2 6 92 8 93 0 924926 930 922928 924 9209309349369 2 2922 9 2 4 930 9 3 6 9 4 2 944920 940 940 93 0 9 2 0 936 944950938 940 944 942960950960 9 7 2972 958 960962 932 930936954 930920 922940950920 928 914 920 928 922926 The Land is described as follows: That part of the East half of the Northeast Quarter of Section 4, except that portion lying northeasterly of County Road No. 20, Section 4, Township 27, Range 21, Washington County, Minnesota. AND That part of the West half of the Northwest Quarter of Section 3, except that portion lying northeasterly of County Road No. 20 and easterly of Jamaica Avenue, Washington County, Minnesota. AND Outlots A and B, The Waters at Michaels Pointe, Washington County, Minnesota. Abstract Property PROPERTY DESCRIPTION 1.This survey and the property description shown here on are based upon information found in the commitment for title insurance prepared by First American Title Insurance Company, file no. NCS-1086486-MPLS, dated August 9, 2021. 2.The orientation of this bearing system is based on the Anoka County Coordinate System NAD83(86 adj.). 3.All distances are in feet. 4.The locations of existing utilities on or serving the property are depicted based on Gopher State One Call Ticket No.212662470 & 212662471, available city maps, records and observed evidence locations. Lacking excavation, underground utility locations may not be exact. Verify critical utilities prior to construction or design. 5.Land area of property is 2,526,360 sq. ft. or 57.997 acres. 6.Bench Mark 1: MNDOT benchmark "WICHMANN MNDT RM3" located in Maple Grove, 1.0 mile W along I-94/TH 694 from the junction of TH 169 and I-94, at I-694 milepoint 28.7, 71.5 feet N of the I-94/I-694 exit to Hemlock Lane/County Road 61 fog line, 5.8 feet S of a right-of-way fence, 3.9 feet S of a witness post and has an elevation of 955.352 feet (NAVD88). 7. Bench Mark 2: Local Benchmark is a TNH lcoated on the NE corner at the intersection of Zachary Lane N and Fountians Drive N and has an elevation of 923.56 feet (NAVD88). NOTES Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 75 150 300NWSE File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\ECON.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:45:45 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffExisting Conditions Plan - Overviewwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 2 60 2 S89°57'30"W 962.89 N0°59'11"E 2408.16S 5 4 ° 0 0 ' 1 8 " E 5 8 1 . 6 4 R=474.78L=290.58Δ=35°04'00"M I L I T A R Y R O A D ( C O U N T Y R O A D N O . 2 0 )JAMAICA AVENUE SOUTH(P U B L I C )(PUBLIC)N36°05'08"E 58.38 N1°01'08"E 1740.00956 960 954 952 950 948 946 944940942 9509449589669709 6 8 96 4 970 972 974 9 7 4 97 2 948 942 97 0 9 6 6 960952950968 966 964 962 960 958 956 952 950 948 946 938940944942960 950 960972 972 962 | X Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 30 60 120 N W S E LEGEND File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\ECON.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:45:49 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffExisting Conditions Plan - View Awww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 3 60 3 N1°01'08"E 1740.00ZONE X (PUBLIC) RAVINE PKWY SOUTH JAMAICA AVENUE SOUTH(PUBLIC)ZONE AS0°59'11"W 2408.16942 938 934 932934 930950 948 946 960956940936 934 932 930 928 926 92493 4 930 928 934 9289309409409309209369 4 4 9 5 0 9 3 0 93 6 920928914920928| X Know what's below. 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R Dial 811 FOR REVIEW ONLY PRELIMINARY NOT FOR CONSTRUCTION 0 SCALE IN FEET 30 60 120 N W S E LEGEND File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\ECON.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:45:58 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffExisting Conditions Plan - View Bwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 4 60 4 N1°02'10"E 561.07S6 4 ° 5 7 ' 0 0 " E 96. 9 5 S89°58'24"E 88.81 S67 ° 0 1 ' 5 9 " E 109 . 8 3 N73°05' 0 2 " E 72.98 S89°42'45"E 140.42 N76°08'2 8 " E 1 5 7 . 7 1 N67°2 1' 2 4 " E 93.91 N66°5 5' 0 9 " E 94.04 N68°3 2' 5 3 " E 89.63 N50°03'17" E 170.00N31°37'11"E94.87N50°03'17" E 78.69S78°57' 2 7 " E 58.47 R=1106.03L=109.80Δ=5°41'17"C.Brg=S16°51'48"EC=109.76S3 9 ° 3 2 ' 1 4 "E 3 4 7 . 4 9 S89°15'18"E 96.04 R=881.12 L=54.88 Δ=3°34'06" C.Brg=N37°05'18"W C=54.87R=1031.03L=716.45Δ=39°48'51"C.Brg=S18°57'55"EC=702.12N89°37'41"E 75.01 JAMA ICA AVENUE SOUTH 6 7 T H S T R E E T B A Y S O U T H ZONE A (PUB L IC ) ( P U B L I C )(PUBLI C) R=65.00 L=170.02 Δ=149°51'53" C.Brg=N7°08'30"W C=125.53 S3 8 ° 5 2 ' 2 1 "E 9 7 . 5 3 S1°13'48"E 11.31 ZONE X ZONE X S23°59'22"E 40.00 67TH S T R E E T B A Y S O U T HS0°59'11"W 2408.16N1°01'08"E 1740.0092692893092 4 926930922928924920 930 934 936 922922924930936942944920920 920922 926| X Know what's below. 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R Dial 811 0 SCALE IN FEET 30 60 120 N W S E LEGEND File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\ECON.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:46:07 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffExisting Conditions Plan - View Cwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 5 60 5 MILITARY ROAD (COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTHJAMA ICA AVENUE SOUTH 6 7 T H S T R E E T B A Y S O U T H (PUBLIC)(PUBLIC)(PUBLIC) (PUB L IC ) ( P U B L I C )(PUBLI C) RAVINE PKWY SOUTH JAMAICA AVENUE SOUTH(PUBLIC)67TH S T R E E T B A Y S O U T H ROA D E ROAD BROAD CROAD CROAD E 1 2 3 4 5 6 7 8 910 345 30 29 28 27 262524 23 22 21 2019181716151413 13121110987 6 5 4 3 2 1 BLOCK 1BLOCK 1BLOCK 3 BLOCK 4BLOCK 5BLOCK 5 BLO C K 4 1 2 3 4 5 6BLOCK 12 1 2 3 4BLOCK 13 1 2 3 4BLOCK 14 1234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231234BLOCK 61234BLOCK 7123456BLOCK 8123456BLOCK 91 2 3 4BLOCK 101234BLOCK 11 OUTLOT COUTLOT AOUTLOT BBLOCK 31 267 8 9 10 11 12 13 14 15 16 17BLOCK 3ROAD D ROAD CROAD C24232220 BLOCK 5212526 27 28 29 3019181716 1 2 3 4 5678910 1211109876 5 4 3 2 1BLOCK 2BLOCK 2BLOCK 41112 15 14 RAVIN E P A R K W A Y OUTLOT D OUTLOT DOUTLOT F56OUTLOT E'WETLAND 1'OUTLOT GLAKE ROBERT MN DNR 82-83(W)NWL:920.50INTERIM HWL:925.11DEVELOPED HWL:925.56EXISTING HWL:925.03AKAOUTLOT HN89°37'41"E 1243.61 N89°37'41"E75.01R=474.78L=290.58Δ=35°04'00"N36°05'08"E58.38S54°00'18"E581.64S89°57'30"W962.89 N1°01'08"E1740.00S0°59'11"W2408.16N89°37'41"E 1243.61 JAMAICA AVENUESOUTHVIEW B VIEW D VIEW C VIEW APARCEL AREA TABLEPARCELB1-L1B1-L2B1-L3B1-L4B1-L5B1-L6B1-L7B1-L8B1-L9B1-L10B2-L1B2-L2B2-L3B2-L4B2-L5B2-L6B2-L7B2-L8B2-L9B2-L10B2-L11B2-L12B3-L1B3-L2B3-L3B3-L4B3-L5B3-L6B3-L7AREA SF18,35812,15114,7539,96210,38913,00313,31717,72419,20815,9449,7508,1257,8007,4757,4758,1257,8007,4757,4797,6199,1927,1397,2289,3017,5907,4777,8009,18711,201AREA AC0.420.280.340.230.240.300.310.410.440.370.220.190.180.170.170.190.180.170.170.170.210.160.170.210.170.170.180.210.26PARCEL AREA TABLEPARCELB3-L8B3-L9B3-L10B3-L11B3-L12B3-L13B3-L14B3-L15B3-L16B3-L17B4-L1B4-L2B4-L3B4-L4B4-L5B4-L6B4-L7B4-L8B4-L9B4-L10B4-L11B4-L12B4-L13B4-L14B4-L15B4-L16B4-L17B4-L18B4-L19AREA SF21,67819,7599,82912,79318,10215,93116,63618,96620,74122,51610,1257,7637,7627,7637,7638,4378,1007,7637,7617,6409,6577,82511,6997,7217,7467,7627,7637,7627,763AREA AC0.500.450.230.290.420.370.380.440.480.520.230.180.180.180.180.190.190.180.180.180.220.180.270.180.180.180.180.180.18PARCEL AREA TABLEPARCELB4-L20B4-L21B4-L22B4-L23B4-L24B4-L25B4-L26B4-L27B4-L28B4-L29B4-L30B5-L1B5-L2B5-L3B5-L4B5-L5B5-L6B5-L7B5-L8B5-L9B5-L10B5-L11B5-L12B5-L13B5-L14B5-L15B5-L16B5-L17B5-L18AREA SF8,11410,76716,65817,45110,3358,6728,6328,6328,6728,91114,1399,9757,4807,4597,4598,11611,4948,3957,4757,4757,4757,5437,5528,03210,42510,2938,5959,2409,119AREA AC0.190.250.380.400.240.200.200.200.200.200.320.230.170.170.170.190.260.190.170.170.170.170.170.180.240.240.200.210.21PARCEL AREA TABLEPARCELB5-L19B5-L20B5-L21B5-L22B5-L23B5-L24B5-L25B5-L26B5-L27B5-L28B5-L29B5-L30B6-L1B6-L2B6-L3B6-L4B6-L5B6-L6B7-L1B7-L2B7-L3B7-L4B8-L1B8-L2B8-L3B8-L4B8-L5B8-L6B9-L1AREA SF7,8269,8449,0867,4847,60811,16310,3348,2267,7257,4757,4758,5932,1291,8361,8361,8361,8362,1292,1291,8361,8362,1292,1291,8361,8361,8361,8362,1292,129AREA AC0.180.230.210.170.170.260.240.190.180.170.170.200.050.040.040.040.040.050.050.040.040.050.050.040.040.040.040.050.05PARCEL AREA TABLEPARCELB9-L2B9-L3B9-L4B9-L5B9-L6B10-L1B10-L2B10-L3B10-L4B11-L1B11-L2B11-L3B11-L4B12-L1B12-L2B12-L3B12-L4B12-L5B12-L6B13-L1B13-L2B13-L3B13-L4B14-L1B14-L2B14-L3B14-L4B15-L1B15-L2AREA SF1,8361,8361,8361,8362,1292,1291,8361,8362,1292,1291,8361,8362,1292,1291,8361,8361,8361,8362,1292,1291,8361,8362,1292,1291,8361,8362,1292,1291,836AREA AC0.040.040.040.040.050.050.040.040.050.050.040.040.050.050.040.040.040.040.050.050.040.040.050.050.040.040.050.050.04PARCEL AREA TABLEPARCELB15-L3B15-L4B16-L1B16-L2B16-L3B16-L4B17-L1B17-L2B17-L3B17-L4B17-L5B17-L6B18-L1B18-L2B18-L3B18-L4B18-L5B18-L6B19-L1B19-L2B19-L3B19-L4B20-L1B20-L2B20-L3B20-L54B21-L1B21-L2B21-L3AREA SF1,8362,1292,1291,8361,8362,1292,1291,8361,8361,8361,8362,1292,1291,8361,8361,8361,8362,1292,1291,8361,8362,1292,1291,8361,8362,1292,1291,8361,836AREA AC0.040.050.050.040.040.050.050.040.040.040.040.050.050.040.040.040.040.050.050.040.040.050.050.040.040.050.050.040.04PARCEL AREA TABLEPARCELB21-L45B22-L1B22-L2B22-L3B22-L4B23-L1B23-L2B23-L3B23-L4OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT EOUTLOT FOUTLOT GOUTLOT HROW(EXISTINGMILITARY ANDJAMAICA)ROW (RAVINEPKWY)ROWDEDICATION(MILITARYAND JAMAICA)ROW ROAD BROW ROADSC,D,& EAREA SF2,1292,1291,8361,8362,1292,1291,8361,8362,129189,97669,881127,00659,717915582,644185,93513,985123,533177,925112,84044,019278,755AREA AC0.050.050.040.040.050.050.040.040.054.361.602.921.370.0213.384.270.322.844.082.591.016.40File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\PRELIMINARY PLAT.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:46:32 AMFOR REV IEW ONLYPRELIM INARYNOT FOR CONSTRUCT ION CITY SUBMITTAL CITY SUBMITTAL 12-11-2024 11-21-2024 Cottage Grove, Minnesota Preliminary Plat Submittal Wolterstorff Preliminary Plat - Overview www.alliant-inc.comPROJECT TEAM DATAQA/QC CHECKDateByCERTIFICATIONDateLicense no.DATE DESCRIPTION Project No.:Drafted By:Designed By:SheetofMark Rausch43480----MPRELL, JDW, TAS, BJP, DMS4000367-00I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalCivil Engineer under the laws of theState of Minnesota. 66066N0 SCALE IN FEET60120240LEGEND:DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:Being 5 feet in width and adjoining lot lines and 10 feet inwidth and adjoining right of way lines, unless otherwiseindicated on the plat.NOT TO SCALENOTE:DRAINAGE AND UTILITY EASEMENT TO COVEROUTLOTS: A, B, C, D, F, G AND HThe Land is described as follows:That part of the East half of the Northeast Quarter of Section 4, except that portion lyingnortheasterly of County Road No. 20, Section 4, Township 27, Range 21, Washington County,Minnesota.ANDThat part of the West half of the Northwest Quarter of Section 3, except that portion lyingnortheasterly of County Road No. 20 and easterly of Jamaica Avenue, Washington County,Minnesota.Abstract PropertyPLAT BOUNDARY PROPERTY DESCRIPTION MILITARY ROAD(COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTH (PUBLIC)(PUBLIC)ROAD E3451716151413131211109BLOCK 3BLOCK 4 BLOCK 5 123456BLOCK 121234BLOCK 131234BLOCK 141234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181 2 3 4 BLOCK 7 1 2 3 4 5 6 BLOCK 8 1 2 3 4 5 6BLOCK 9 1234BLOCK 101234BLOCK 11OUTLOT COUTLOT AOUTLOT ABLOCK 312 67891011121314151617BLOCK 3ROAD DROAD C ROAD C 24232220BLOCK 52125262728293019181716891012111098BLOCK 2 11121514OUTLOT DOUTLOT D 60'60'60'60'60'60'60'60'63'59'56'58'58'60'70'60'62' R=474.78L=290.58Δ=35°04'00"S54°00'18"E581.64S89°57'30"W962.8915'15'15'15' 20' 20' 20'10'10'20'20'20'10'10'10'10'10'10'7.57.510'10'10'10' 10 ' 10 '10'10'10'10'10'10'10'10'10'18'20'VIEW BVIEW A25'58'58'58'60'63' 58' 58'10'10'10'10'File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\PRELIMINARY PLAT.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:46:34 AMFOR REV IEW ONLYPRELIM INARYNOT FOR CONSTRUCT ION CITY SUBMITTAL CITY SUBMITTAL 12-11-2024 11-21-2024 Cottage Grove, Minnesota Preliminary Plat Submittal Wolterstorff Preliminary Plat - View A www.alliant-inc.comPROJECT TEAM DATAQA/QC CHECKDateByCERTIFICATIONDateLicense no.DATE DESCRIPTION Project No.:Drafted By:Designed By:SheetofMark Rausch43480----MPRELL, JDW, TAS, BJP, DMS4000367-00I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalCivil Engineer under the laws of theState of Minnesota. 76077N0SCALE IN FEET2550100 JAMAICA AVENUE SOUTH (PUBLIC)ROAD EROAD B ROAD C ROAD C12330 292827262524232221201918171615141313121110987654321BLOCK 1 BLOCK 4 BLOCK 5 BLOCK 5BLOCK 43456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231 2 3 4 BLO C K 6 1 2 3 4 BLOCK 7 1 2 3 4 5 6 BLOCK 8OUTLOT HOUTLOT COUTLOT BOUTLOT AROAD C12345678910 121110987654321BLOCK 2BLOCK 2BLOCK 4 1112RAVINE PARKWAYOUTLOT DOUTLOT F5 6OUTLOT E60'60'60'60'140'60'140' 140' 60' 10'10'10'10' 10'10'10'10'10'10'10'10'10'10'10'18'RAVINEPKWYSOUTH(PUBLIC)JAMAICA AVENUE SOUTH (PUBLIC)VIEW BVIEW C25'25'25'58' 58'58'57'58'57'83'95'10'10'10'10'10'10'10'10'10'10'10'10'10'10'File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\PRELIMINARY PLAT.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:46:37 AMFOR REV IEW ONLYPRELIM INARYNOT FOR CONSTRUCT ION CITY SUBMITTAL CITY SUBMITTAL 12-11-2024 11-21-2024 Cottage Grove, Minnesota Preliminary Plat Submittal Wolterstorff Preliminary Plat - View B www.alliant-inc.comPROJECT TEAM DATAQA/QC CHECKDateByCERTIFICATIONDateLicense no.DATE DESCRIPTION Project No.:Drafted By:Designed By:SheetofMark Rausch43480----MPRELL, JDW, TAS, BJP, DMS4000367-00I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalCivil Engineer under the laws of theState of Minnesota. 86088N0SCALE IN FEET2550100INSET DETAIL A0SCALE IN FEET3060OUTLOT ELOT 30BLOCK 4 JAMAICA AVENUE SOUTH (PUBLIC) ROAD B 12345678910BLOCK 1BLOCK 1 34BLOCK 23OUTLOT HRAVINE PARKWAYOUTLOT FOUTLOT FOUTLOT E'WETLAND 1'OUTLOT GLAKE ROBERT MN DNR 82-83(W)NWL:920.50INTERIM HWL:925.11DEVELOPED HWL:925.56EXISTING HWL:925.03AKAFUTURE PARK60'140' 140'60'N89°37'41"E1243.6110'10'10'10' 10'10'RAVINEPKWYSOUTH(PUBLIC)JAMAICA AVENUESOUTHVIEW DVIEW C83'95'70'70'70'FOR REV IEW ONLYPRELIM INARYNOT FOR CONSTRUCT ION CITY SUBMITTAL CITY SUBMITTAL 12-11-2024 11-21-2024 Cottage Grove, Minnesota Preliminary Plat Submittal Wolterstorff www.alliant-inc.comPROJECT TEAM DATAQA/QC CHECKDateByCERTIFICATIONDateLicense no.DATE DESCRIPTION Project No.:Drafted By:Designed By:SheetofMark Rausch43480----MPRELL, JDW, TAS, BJP4000367-00I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalCivil Engineer under the laws of theState of Minnesota 96099N0SCALE IN FEET2550100 6 7 T H S T R E E T B A Y S O U T H ( P U B L I C )(PUBLI C)67TH S T R E E T B A Y S O U T H OUTLOT F 'WETLAND 1' LAKE ROBERT MN DNR 82-83(W) NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA N89°37'41"E 1243.61 JAMAICA AVENUESOUTHVIEW D File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\PRELIMINARY PLAT.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:46:40 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffPreliminary Plat - View Dwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP, DMS 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 10 60 1010 N 0 SCALE IN FEET 25 50 100 ROAD EROAD BROAD CROAD CROAD E1234567891034530292827262524232221201918171615141313121110987654321BLOCK 1BLOCK 1BLOCK 3BLOCK 4BLOCK 5BLOCK 5BLOCK 4123456BLOCK 121234BLOCK 131234BLOCK 141 2 3 4BLOCK 1 5 1 2 3 4BLOCK 16 1 2 3 4 5 6 BLOCK 17 1 2 3 4 5 6 BLOCK 18 1 2 3 4 BLOCK 19 1 2 3 4 BLO C K 2 0 1 2 3 4 BLOCK 21 1 2 3 4 BLOCK 22 1 2 3 4 BLOCK 2 3 1234BLOCK 61234BLOCK 7123456BLOCK 8123456BLOCK 91234BLOCK 101234BLOCK 11OUTLOT COUTLOT A OUTLOT B BLOCK 31267891011121314151617BLOCK 3ROAD DROAD CROAD C24232220BLOCK 5212526272829301918171612345678910121110987654321BLOCK 2BLOCK 2BLOCK 411121514RAVINE PARKWAYOUTLOT DOUTLOT D OUTLOT F56 GAR N E R GARAG E (3 STALL) DECK CANT'PATIO UNDE R PORC H GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL) DECK CANT' PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECK CANT' PATIOUNDER PORCH GAR N E R GARA G E (3 STALL) DECK CANT'PATIO UNDE R PORC H GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL) DECK CANT' PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH OUT L O T E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 1 POND 2 POND 3 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA OUTLOT HMILITARY ROAD(COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTHJAMAI C A A V E N U E S O U T H 67TH STREET BAY SOUTH (PUBLIC)(PUBLIC)(PUBLIC)(PUB LI C)(PUBLIC)(PUBLIC)RAVINE PKWYSOUTHJAMAICA AVENUE SOUTH(PUBLIC)67TH STREET BAY SOUTHVIEW BVIEW DVIEW CVIEW AFile Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SITE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:46:58 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffSite Plan - Overviewwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 11 60 11N0 SCALE IN FEET 60 120 240 SITE PLAN DATA: SITE PLAN LOT DATA: SITE PLAN OUTLOT DATA: SITE NOTES: LEGEND: SITE PLAN LOT DATA (CON): SITE PLAN DATA (CON): FAMILY LOTS FAMILY LOTMEDIUM (57.5') SINGLE LARGE (70') SINGLE TYPICAL 24' WIDE TOWNHOME LOT DETAIL File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SITE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:46:58 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffSite Plan - Noteswww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 12 60 12 DEVELOPMENT LOT DETAILS STANDARD DETAILS ROAD SECTIONS THAT VARY (INSET A) RAVINE PARKWAY 60' ROW ROAD SECTION - ROAD B FROM TYPICAL STREET SECTION ROAD E 3 4 5 17 16 15 14 13 13 12 11 10 9 BLOC K 3 BLOCK 4BLOCK 51 2 3 4 5 6BLOCK 12 1 2 3 4 BLOCK 13 1 2 3 4 B L O C K 1 4 1234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181234BLOCK 7123456BLOCK 8123456BLOCK 91 2 3 4 BLOCK 101234 BLOCK 11 OUTLOT C OUTLOT A OUTLOT ABLOCK 31 2 6 7 8 9 10 11 12 13 14 15 16 17 BL O C K 3 ROAD D ROAD CROAD C24 23 22 20 BLO C K 5 21 25 26 27 28 29 30 19 18 17 16 8 9 10 1211 10 9 8BLOCK 21112 15 14 OUTLOT D OUTLOT DPOND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 M I L I T A R Y R O A D ( C O U N T Y R O A D N O . 2 0 )JAMAICA AVENUE SOUTH(P U B L I C )(PUBLIC)VIEW B File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SITE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:47:00 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffSite Plan - View Awww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 13 60 13 N 0 SCALE IN FEET 25 50 100 ROA D E ROAD BROAD CROAD C1 2 3 30 29 28 27 262524 23 22 21 20 19 18 17 16 15 14 13 13 12 11 10 9 8 7 6 5 4 3 2 1 BLOCK 1BLOCK 4BLOCK 5BLOCK 5 BLO C K 4 3456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231234BLOCK 61234BLOCK 7123456BLOCK 8OUTLOT H OUTLOT C OUTLOT B OUTLOT AROAD C1 2 3 4 5 6 7 8 9 10 1211 10 9 8 7 6 5 4 3 2 1BLOCK 2BLOCK 2BLOCK 41112 RAVI N E P A R K W A Y OUTLOT DOUTLOT F 56GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) PORCH OUTLOT E POND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 POND 2 NWL:925.00 INTERIM HWL:932.37 FINAL HWL:931.43 POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 JAMAICA AVENUE SOUTH(PUBLIC)File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SITE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:47:00 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffSite Plan - View Bwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 14 60 14 N 0 SCALE IN FEET 25 50 100 ROAD B1 2 3 4 5 6 7 8 910 BLOCK 1BLOCK 134BLOCK 23OUTLOT H RAVI N E P A R K W A Y OUTLOT F OUTLOT FGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECKCANT'PATIO UNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHOUTLOT E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA FUTURE PARK JAMAICA AVENUE SOUTH(PUBLIC)File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SITE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:47:01 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffSite Plan - View Cwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 15 60 15 N 0 SCALE IN FEET 25 50 100 OUTLOT F DECK 'WETLAND 1' LAKE ROBERT MN DNR 82-83(W) NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA 6 7 T H S T R E E T B A Y S O U T H ( P U B L I C )(PUBLI C)67TH S T R E E T B A Y S O U T H File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SITE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:47:02 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffSite Plan - View Dwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 16 60 16 N 0 SCALE IN FEET 25 50 100 ROAD EROAD BROAD CROAD CROAD E1234567891034530292827262524232221201918171615141313121110987654321BLOCK 1BLOCK 1BLOCK 3BLOCK 4BLOCK 5BLOCK 5BLOCK 4123456BLOCK 121234BLOCK 131234BLOCK 141 2 3 4BLOCK 1 5 1 2 3 4BLOCK 16 1 2 3 4 5 6 BLOCK 17 1 2 3 4 5 6 BLOCK 18 1 2 3 4 BLOCK 19 1 2 3 4 BLO C K 2 0 1 2 3 4 BLOCK 21 1 2 3 4 BLOCK 22 1 2 3 4 BLOCK 2 3 1234BLOCK 61234BLOCK 7123456BLOCK 8123456BLOCK 91234BLOCK 101234BLOCK 11OUTLOT COUTLOT A OUTLOT B BLOCK 31267891011121314151617BLOCK 3ROAD DROAD CROAD C24232220BLOCK 5212526272829301918171612345678910121110987654321BLOCK 2BLOCK 2BLOCK 411121514RAVINE PARKWAYOUTLOT DOUTLOT D OUTLOT F56OUT L O T E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 1 POND 2 POND 3 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA OUTLOT HMILITARY ROAD(COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTHJAMAI C A A V E N U E S O U T H 67TH STREET BAY SOUTH (PUBLIC)(PUBLIC)(PUBLIC)(PUB LI C)(PUBLIC)(PUBLIC)RAVINE PKWYSOUTHJAMAICA AVENUE SOUTH(PUBLIC)67TH STREET BAY SOUTHVIEW AVIEW BVIEW DVIEW CFile Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\GRADING.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:47:29 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffGrading & Drainage Plan - Overviewwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 17 60 17N0 SCALE IN FEET 60 120 240 GRADING NOTES: RETAINING WALL NOTES: GRADING LEGEND: BEDROCK SUBCUT DETAILS SLAB ON GRADE PAD SPLIT LOOKOUT SPLIT WALKOUT 70' LOT HOLD DOWN DETAILS WALKOUT PAD SUBGRADE CORRECTION 57.5' LOT HOLD DOWN DETAILS SPLIT WALKOUT PAD SUBGRADE CORRECTION TOWNHOME HOLD DOWN DETAILS PLAN VIEW: HOLD DOWN DETAIL FULL BASEMENT PAD SPLIT LOOKOUT PAD FULL BASEMENT / SLO / SLAB ON GRADE File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\GRADING.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:47:31 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffGrading Plan - Noteswww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 18 60 18 956 960 954 952 950 948 946 944940942 9509449589669709 6 8 96 4 970 972 974 9 7 4 97 2 948 97 0 9 6 6 960952950968 966 964 962 960 958 956 940944942960 950 960958962 ROAD E 3 4 5 17 16 15 14 13 13 12 11 10 9 BLOC K 3 BLOCK 4BLOCK 51 2 3 4 5 6BLOCK 12 1 2 3 4 BLOCK 13 1 2 3 4 B L O C K 1 4 1234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181234BLOCK 7123456BLOCK 8123456BLOCK 91 2 3 4 BLOCK 101234 BLOCK 11 OUTLOT C OUTLOT A OUTLOT ABLOCK 31 2 6 7 8 9 10 11 12 13 14 15 16 17 BL O C K 3 ROAD D ROAD CROAD C24 23 22 20 BLO C K 5 21 25 26 27 28 29 30 19 18 17 16 8 9 10 1211 10 9 8BLOCK 21112 15 14 OUTLOT D OUTLOT DPOND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 M I L I T A R Y R O A D ( C O U N T Y R O A D N O . 2 0 )JAMAICA AVENUE SOUTH(P U B L I C )(PUBLIC)VIEW B File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\GRADING.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:47:35 AMKnow what's below. 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R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 25 50 100 N CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffGrading & Drainage Plan - View Awww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 19 60 19 940942 950944948 942 938 934 932934 930968 966 964 962 960 958 956 952 950 948 946 960956940 936 934 932 930 928 926 92493 4 930 928 934 938940944942ROA D E ROAD BROAD CROAD C1 2 3 30 29 28 27 262524 23 22 21 20 19 18 17 16 15 14 13 13 12 11 10 9 8 7 6 5 4 3 2 1 BLOCK 1BLOCK 4BLOCK 5BLOCK 5 BLO C K 4 3456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231234BLOCK 61234BLOCK 7123456BLOCK 8OUTLOT H OUTLOT C OUTLOT B OUTLOT AROAD C1 2 3 4 5 6 7 8 9 10 1211 10 9 8 7 6 5 4 3 2 1BLOCK 2BLOCK 2BLOCK 41112 RAVI N E P A R K W A Y OUTLOT DOUTLOT F 56OUTLOT E POND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 POND 2 NWL:925.00 INTERIM HWL:932.37 FINAL HWL:931.43 POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 JAMAICA AVENUE SOUTH(PUBLIC)File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\GRADING.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:47:43 AMKnow what's below. 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R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 25 50 100 N CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffGrading & Drainage Plan - View Bwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 20 60 20 928 926 92493 4 930 928 934 9289309269369429409409309209369 4 4 9 3 0 93 6 920928914920928ROAD B1 2 3 4 5 6 7 8 910 BLOCK 1BLOCK 134BLOCK 23OUTLOT H RAVI N E P A R K W A Y OUTLOT F OUTLOT F OUTLOT E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA FUTURE PARK JAMAICA AVENUE SOUTH(PUBLIC)File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\GRADING.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:47:51 AMKnow what's below. 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R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 25 50 100 N CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffGrading & Drainage Plan - View Cwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 21 60 21 92692893092 4 926924920 930 934 936 922922924930936942920 922 926OUTLOT F 'WETLAND 1' LAKE ROBERT MN DNR 82-83(W) NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA 6 7 T H S T R E E T B A Y S O U T H ( P U B L I C )(PUBLI C)67TH S T R E E T B A Y S O U T H File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\GRADING.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:47:59 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 25 50 100 N CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffGrading & Drainage Plan - View Dwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 22 60 22 Road A PROFILE Road B PROFILE Road C PROFILE Road D PROFILE Road E PROFILE File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\GRADING PROFILES.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:48:20 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 50 100 200 CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffGrading Profileswww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 23 60 23 RAVINE PARKWAY ROAD B ROAD C STA: 0+00 - 27+00 ROAD C STA: 27+00 - 33+46.94 ROAD D ROAD E 54321BLOCK 5BLOCK 5BLOCK 141234BLOCK 61234BLOCK 7123456BLOCK 8123456BLOCK 91234BLOCK 101234BLOCK 11OUTLOT C 30OUTLOT DOUTLOT D 56POND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 944 940 942938 940 944 942 PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA STO - 23 STANDARD SKIMMER STRUCTURE WITH WEIR WALL LOW SIDE ELEV.=932.0 8" ORIFICE/NWL GRATE DETAIL SECTION * D 1' 1.5'2'6"6" 72" 6" AGGREGATE BACKFILL (MNDOT SPEC. 3149,H MOD.) MANHOLE STEPS SHALL BE PLACED SO THAT LOCATION IS PERPENDICULAR TO THE BARS. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" MAX ON CENTER. ALUMINUM STEPS APPROVED. * D (TOP OF STRUCTURE SLOPE) 12" OR 24" DIAMETER >48" DIA SKIMMER OPENING VARIES, SEE CHART MANHOLE DIAMETER SKIMMER OPENING 5'4.5'x1.5' 6'6'x1.5' CLASS 3 RIP RAP HOLE FOR 42" DIA. RCP IE:926.00, DOGHOUSES MUST BE MORTARED BOTH INSIDE AND OUTSIDE OF STRUCTURE HIGH SIDE OUTER RING PROVIDE 4 - 1/2" SS ANCHOR BOLTS FLAT STEEL BARS @ 4" O.C. NO PERPENDICULAR SUPPORT BARS ALLOWED FOR STRUCTURES LESS THAN 84" DIA. HOT-DIPPED GALVANIZED GRATE IN 2 SECTIONS WITH HEAVY DUTY HINGES ABLE TO SUPPORT 250 LBS/SF AND BE ABLE TO REMOVE ONE SECTION FOR ACCESS TO STEPS BY REMOVING NUTS FROM TWO ANCHOR BOLTS. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO FABRICATION. FINISH GROUND PROFILE AROUND SKIMMER STRUCTURE WEIR TOP WITH ORIFICE ELEV.=926.0 4.5' POND LINER SEE STORM SEWER SCHEDULE FOR SPECIFIC WEIR WALL. SEE STORM SEWER SHEETS FOR SPECIFIC STRUCTURE ELEVATIONS. FILL SUMP WITH MORTAR AND COMPLETE INVERT POND 1 OCS (OCS 1000) ELEV.=930.5 POND NOTES: HOT-DIPPED GALVANIZED GRATE IN 2 SECTIONS WITH Pond 1 PROFILE File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\POND DETAILS.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:48:52 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 15 30 60 CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffPond Detail - Pond 1www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 John Gronhovd 59233 JG SRM, TM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. ---- 24 60 2424 LEGEND: N0 SCALE IN FEET 25 50 100 ROAD C14 5 6 BLOCK 18 1 2 3 4 BLOCK 19 1 2 3 4 BLO C K 2 0 1 2 3 4 BLOCK 21 1 2 3 4 BLOCK 22 1 2 3 4 BLOC K 2 3 1234BLOCK 6123BLOCK 7OUTLOT B 56POND 2 NWL:925.00 INTERIM HWL:932.37 FINAL HWL:931.439489429389 3 4 9329 3 4 93 0 938 PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA STO - 23 STANDARD SKIMMER STRUCTURE WITH WEIR WALL LOW SIDE ELEV.=928.0 8" ORIFICE/NWL GRATE DETAIL SECTION * D 1' 1.5'2'6"6" 72" 6" AGGREGATE BACKFILL (MNDOT SPEC. 3149,H MOD.) MANHOLE STEPS SHALL BE PLACED SO THAT LOCATION IS PERPENDICULAR TO THE BARS. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" MAX ON CENTER. ALUMINUM STEPS APPROVED. * D (TOP OF STRUCTURE SLOPE) 12" OR 24" DIAMETER >48" DIA SKIMMER OPENING VARIES, SEE CHART MANHOLE DIAMETER SKIMMER OPENING 5'4.5'x1.5' 6'6'x1.5' CLASS 3 RIP RAP HOLE FOR 42" DIA. RCP IE:923.00, DOGHOUSES MUST BE MORTARED BOTH INSIDE AND OUTSIDE OF STRUCTURE HIGH SIDE OUTER RING PROVIDE 4 - 1/2" SS ANCHOR BOLTS FLAT STEEL BARS @ 4" O.C. NO PERPENDICULAR SUPPORT BARS ALLOWED FOR STRUCTURES LESS THAN 84" DIA. HOT-DIPPED GALVANIZED GRATE IN 2 SECTIONS WITH HEAVY DUTY HINGES ABLE TO SUPPORT 250 LBS/SF AND BE ABLE TO REMOVE ONE SECTION FOR ACCESS TO STEPS BY REMOVING NUTS FROM TWO ANCHOR BOLTS. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO FABRICATION. FINISH GROUND PROFILE AROUND SKIMMER STRUCTURE WEIR TOP WITH ORIFICE ELEV.=925.00 1.5' POND LINER (IF PLACED IN POND) SEE STORM SEWER SCHEDULE FOR SPECIFIC WEIR WALL. SEE STORM SEWER SHEETS FOR SPECIFIC STRUCTURE ELEVATIONS. FILL SUMP WITH MORTAR AND COMPLETE INVERT POND 2 OCS (OCS 2000) ELEV.=926.5 POND NOTES: HOT-DIPPED GALVANIZED GRATE IN 2 SECTIONS WITH Pond 2 PROFILE File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\POND DETAILS.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:48:58 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 15 30 60 CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffPond Detail - Pond 2www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 John Gronhovd 59233 JG SRM, TM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. ---- 25 60 2525 LEGEND: N0 SCALE IN FEET 25 50 100 PLATE NO. STANDARD DETAILS COTTAGE GROVE, MINNESOTA STO - 23 STANDARD SKIMMER STRUCTURE WITH WEIR WALL LOW SIDE ELEV.=928.0 8" ORIFICE/NWL GRATE DETAIL SECTION * D 1' 1.5'2'6"6" 72" 6" AGGREGATE BACKFILL (MNDOT SPEC. 3149,H MOD.) MANHOLE STEPS SHALL BE PLACED SO THAT LOCATION IS PERPENDICULAR TO THE BARS. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" MAX ON CENTER. ALUMINUM STEPS APPROVED. * D (TOP OF STRUCTURE SLOPE) 12" OR 24" DIAMETER >48" DIA SKIMMER OPENING VARIES, SEE CHART MANHOLE DIAMETER SKIMMER OPENING 5'4.5'x1.5' 6'6'x1.5' CLASS 3 RIP RAP HOLE FOR 42" DIA. RCP IE:922.00, DOGHOUSES MUST BE MORTARED BOTH INSIDE AND OUTSIDE OF STRUCTURE HIGH SIDE OUTER RING PROVIDE 4 - 1/2" SS ANCHOR BOLTS FLAT STEEL BARS @ 4" O.C. NO PERPENDICULAR SUPPORT BARS ALLOWED FOR STRUCTURES LESS THAN 84" DIA. HOT-DIPPED GALVANIZED GRATE IN 2 SECTIONS WITH HEAVY DUTY HINGES ABLE TO SUPPORT 250 LBS/SF AND BE ABLE TO REMOVE ONE SECTION FOR ACCESS TO STEPS BY REMOVING NUTS FROM TWO ANCHOR BOLTS. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO FABRICATION. FINISH GROUND PROFILE AROUND SKIMMER STRUCTURE WEIR TOP WITH ORIFICE ELEV.=922.0 2' POND LINER (IF PLACED IN POND) SEE STORM SEWER SCHEDULE FOR SPECIFIC WEIR WALL. SEE STORM SEWER SHEETS FOR SPECIFIC STRUCTURE ELEVATIONS. FILL SUMP WITH MORTAR AND COMPLETE INVERT POND 3 OCS (OCS 3000) ELEV.=924.0 POND NOTES: Pond 3 PROFILEBLOCK 1OUTLOT FDECKCANT'PATIOUNDERPOND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 RA V I N E P A R K W A Y LAKE ROBERT MN DNR 82-83(W) 926 924928930A.K.A WETLAND 1 File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\POND DETAILS.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:49:07 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 15 30 60 CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffPond Detail - Pond 3www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 John Gronhovd 59233 JG SRM, TM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. ---- 26 60 2626 LEGEND: N 0 SCALE IN FEET 25 50 100 AA'BB'POND 3 BERM WITHOUT TRAIL SECTION A-A' (N.T.S) POND 3 BERM WITH TRAIL SECTION B-B' (N.T.S) ROA D E ROAD BROAD CROAD CROAD E 1 2 3 4 5 6 7 8 910 345 30 29 28 27 262524 23 22 21 20 19181716151413 13121110987 6 5 4 3 2 1 BLOCK 1BLOCK 1BLOCK 3 BLOCK 4BLOCK 5BLOCK 5 BLO C K 4 1 2 3 4 5 6BLOCK 12 1 2 3 4BLOCK 13 1 2 3 4BLOCK 14 1234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231234BLOCK 61234BLOCK 7123456BLOCK 8123456BLOCK 91 2 3 4BLOCK 101234BLOCK 11 OUTLOT COUTLOT AOUTLOT BBLOCK 31 267 8 9 10 11 12 13 14 15 16 17BLOCK 3ROAD D ROAD CROAD C24232220 BLOCK 5212526 27 28 29 3019181716 1 2 3 4 5 678910 1211109876 5 4 3 2 1BLOCK 2BLOCK 2BLOCK 41112 15 14 RAVIN E P A R K W A Y OUTLOT D OUTLOT DOUTLOT F56GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL)DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL)DECKCANT'PATIOUNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECKCANT'PATIOUNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHOUTLOT E'WETLAND 1'OUTLOT GLAKE ROBERT MN DNR 82-83(W)NWL:920.50INTERIM HWL:925.11DEVELOPED HWL:925.56EXISTING HWL:925.03AKAOUTLOT HMILITARY ROAD (COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTHJAMA ICA AVENUE SOUTH 6 7 T H S T R E E T B A Y S O U T H (PUBLIC)(PUBLIC)(PUBLIC) (PUB L IC ) ( P U B L I C )(PUBLI C) RAVINE PKWY SOUTH JAMAICA AVENUE SOUTH(PUBLIC)67TH S T R E E T B A Y S O U T H ~DND~ ~DND~ ~DND~ ~DND~ ~DND~ VIEW B VIEW D VIEW C VIEW A File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\EROSION CONTROL.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:49:36 AMKnow what's below.Call before you dig.RDial 811FOR REV IEW ONLYPRELIM INARYNOT FOR CONSTRUCT ION0SCALE IN FEET60120240CITY SUBMITTAL CITY SUBMITTAL 12-11-2024 11-21-2024 Cottage Grove, Minnesota Preliminary Plat Submittal Wolterstorff Erosion & Sediment Control Plan - Overview www.alliant-inc.comPROJECT TEAM DATAQA/QC CHECKDateByCERTIFICATIONDateLicense no.DATE DESCRIPTION Project No.:Drafted By:Designed By:SheetofMark Rausch43480----MPRELL, JDW, TAS, BJP4000367-00I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly LicensedCivil Engineer under the laws of theState of Minnesota. 27NVICINITY MAPNOT TO SCALELEGEND: DNDNOTES: NOTE TO CONTRACTOR: SWPPP BMP QUANTITIES:RESPONSIBLE PARTY:EROSION CONTROLRESPONSIBLE PARTY:SITE IMPERVIOUS DATA 1 MILE2760 File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\EROSION NOTES.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:49:42 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffErosion & Sediment Control Notes &Detailswww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 28 60 28 EROSION CONTROL SCHEDULE: FINAL STABILIZATION: EROSION CONTROL GENERAL NOTES: POLLUTION PREVENTION MANAGEMENT MEASURES: SEDIMENT CONTROL PRACTICES: EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1.INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2.REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3.SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED BY THE ENGINEER. 4.REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5.THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 6.ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: 6.1.DATE AND TIME OF INSPECTIONS; 6.2.NAME OF PERSON(S) CONDUCTING INSPECTIONS; 6.3.FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; 6.4.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVIES.) 6.5.DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 12 INCH (0.5 INCHES) IN 24 HOURS: 6.6.DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.4. 7.WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A.ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B.ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION; AND C.THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1.SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2.HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3.CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4.NO ENGINE DEGREASING IS ALLOWED ON SITE. 5.STREET SWEEPING IS REQUIRED A MINIMUM OF 1 x PER WEEK OR AS DIRECTED BY CITY ENGINEER. 1.SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3.THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4.ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6.SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. 7.STREET SWEEPING SHALL BE USED IN ADDITION TO ROCK CONSTRUCTION ENTRANCES IF ROCK CONSTRUCTION ENTRANCE ALONE IS NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 1.PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2.ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE-VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3.SUFFICIENT TOPSOIL SHALL BE STOCKPILED AND PRESERVED TO ALLOW FOR THE REPLACEMENT OF 6" OF TOPSOIL FOR DISTURBED AREAS TO BE RE-VEGETATED. COMPACTION MUST BE MINIMIZED DURING CONSTRUCTION ACTIVITY. 4.THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE-SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 @ 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5.CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. 1.NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF COTTAGE GROVE AND THE WATERSHED DISTRICT. UNLESS EXPRESSLY EXTENDED BY A PERMIT, THE HOURS OF OPERATION SHALL BE LIMITED TO 7:00 AM TO 7:00 PM MONDAY-FRIDAY AND 9:00AM TO 7:00 PM SATURDAY. 2.BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3.ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4.ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5.A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7.WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8.ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 9.ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10.ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11.SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12.THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13.THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/2 OF THE FENCE HEIGHT. 14.LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15.OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK-BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 16.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17.GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 @ 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 @ 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) @ 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18.POND, BASIN AND WETLAND AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20.AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. 21.ALL EROSION AND SEDIMENT CONTROL ITEMS MUST BE IN COMPLIANCE WITH MPCA CSW PERMIT (MN R100001) EROSION AND SEDIMENT CONTROL AMENDMENT: 1.SWPPP AMENDMENTS SHALL BE MADE ACCORDING TO THE CONSTRUCTION STORMWATER PERMIT. 2.PERMITTEES MUST AMEND THE SWPPP WITHIN 7 DAYS TO INCLUDE ADDITIONAL OR MODIFIED BMPS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCITON, OPERATION, MAINTENANCE, WEATHER, OR SEASONAL CONDITION HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3.PERMITTEES MUST AMEND THE SWPPP WITHIN 7 DAYS TO INCLUDE ADDITIONAL OR MODIFIED BMPS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICALTY MINIMIZING THE DISCHARGE OF POLLUTATNTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF USEPA APPROVED TMDL. ACTIVE SWPPP LEGEND CONSTRUCTION SEQUENCE APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MULCH BERM FIBER ROLLS / MULCH SOCKS SILT FENCE TEMPORARY MULCH COVER TEMPORARY HYDROMULCH EROSION CONTROL BLANKET ROCK DRIVEWAY / ROCK PADS INLET PROTECTION DEVICES PAVEMENT (DRIVEWAY/ROADS) SOD STOCKPILES NOTE: CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE TABLE AS GRADING PROGRESSES TEMPORARY SEDIMENTATION BASIN STANDPIPE OUTLET II. SECTION A-A III. BASIN STANDPIPE AND EMERGENCY OVERFLOW PIPE OUTLET EMERGENCY OVERFLOW- MnDOT 3601 CLASS II RIP RAP OVER MnDOT 3733 TYPE III GEOTEXTILE FABRIC D = DIAMETER OF STANDPIPE EQUAL TO DIAMETER OF PIPE PERFORATED STANDPIPE 1"-2" DIAM. ROCK, CONE EQUAL TO 13 Z NOTE: PIPE MATERIAL SHOULD BE RIGID OUTLET- MnDOT 3601CLASS II RIP RAP OVER MnDOT 3733 TYPE III GEOTEXTILE FABRIC 6" BELOW 10-YR STORM 3 1 BERM STABILIZED WITH MnDOT 3885 CATEGORY 3 EROSION CONTROL BLANKET OVERFLOW NOTES: BASIN USED FOR 10 ACRES DRAINAGE AREA OR MORE. DESIGN RUNOFF VOLUME IS FROM A 2-YR, 24-HR STORM PER ACRE DRAINED TO THE BASIN. BASIN VOLUME MUST BE A MIN. OF 1800 CUBIC FEET/ACRE. SEE PLANS/SPECIFICATIONS FOR BASIN DIMENSIONS AND PIPE SIZE AND SLOPE. ANTI-SEEPAGE COLLAR PIPE STANDPIPE & ROCK MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT TABLE 3886-1 (MACHINE SLICED) I. PLAN VIEW A WDRAINAGE WAY A 6' MIN.L = VARIABLE INLET STANDPIPE PIPE Z D 10' MIN. 6' MI N. 2 1 EMERGENCY OVERFLOW 3 4" HOLES SPACED 8" TO 10" ON CENTER ANTISEEPAGE COLLAR (TYP.) CL CONSTRUCTION SEQUENCING: MASS GRADING PHASE: 1.INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2.PREPARE TEMPORARY PARKING AND STORAGE AREA. 3.INSTALL THE PRE-GRADING SILT FENCES AND INLET PROTECTION BMPs ON THE SITE. 4.CONSTRUCT ALL PRE-GRADING EROSION AND SEDIMENTATION CONTROL BMPs. 5.COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PLANTING. 6.CONSTRUCT POST-GRADING SILT FENCE ON THE SITE. NOTE: INFILTRATION BASINS TO BE CONSTRUCTED IN AN ORDER WHERE THEY ARE TO BE PROTECTED FROM SILTATION AND HEAVY EQUIPMENT. STREET & UTILITY PHASE: 1.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 2.INSTALL RIP RAP AROUND OUTLET STRUCTURES. 3.INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4.PREPARE SITE FOR PAVING. 5.PAVE SITE. 6.INSTALL INLET PROTECTION DEVICES. 7.INSTALL POST STREET AND UTILITY SILT FENCE. 8.INSTALL PRIVATE UTILITIES 9.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT. 1. SILT FENCE (MnDOT 3886) 2. CURB LOG INLET PROTECTION DEVICES 1. WIMCO (MnDOT TYPE A & C) 2. INFRASAFE STORM DRAIN/CULVERT 3. SILT SACK (MnDOT TYPE A) 4. DANDY BAG (MnDOT TYPE B) ANTI-TRACKING CONTROL TEMPORARY SEED MIX 1. MnDOT-100 (OATS 20-120 DAY STABILIZATION) PERMANENT SEED MIX/STABILIZATION 1. MnDOT 270 (RESIDENTIAL TURF) 2. SOD STABILIZATION BMP'S 1. STRAW/HAY MnDOT TYPE 1 MULCH 2. EROSION CONTROL BLANKET MnDOT CAT. 3 3. HYDROMULCH MnDOT TYPE 5 3. ROCK WEEPER 2. MnDOT-150 (1-2 YEAR STABILIZATION) 4. TURF REINFORCEMENT MAT SC250 NORTH AMERICAN GREEN GRADING ACTIVITY 1.CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. 1. 2" CRUSHED CLEAR ROCK (LAND DEVELOPMENT) OR EQUAL-MNDOT CAT 6 SEDIMENT BARRIERS 956960954952950948 946944 940 942950944958 966970 968964970972974974972948970966960952950968966964962960958956940 944942 960950960962ROAD E3451716151413131211109BLOCK 3BLOCK 4 BLOCK 5 123456BLOCK 121234BLOCK 131234BLOCK 141234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181 2 3 4 BLOCK 7 1 2 3 4 5 6 BLOCK 8 1 2 3 4 5 6BLOCK 9 1234BLOCK 101234BLOCK 11OUTLOT COUTLOT AOUTLOT ABLOCK 312 67891011121314151617BLOCK 3ROAD DROAD C ROAD C 24232220BLOCK 52125262728293019181716891012111098BLOCK 2 11121514OUTLOT DOUTLOT D MILITARY ROAD(COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTH (PUBLIC)(PUBLIC)VIEW BCITY SUBMITTAL CITY SUBMITTAL 12-11-2024 11-21-2024 Cottage Grove, Minnesota Preliminary Plat Submittal Wolterstorff Erosion & Sediment Control Plan - View A www.alliant-inc.comPROJECT TEAM DATAQA/QC CHECKDateByCERTIFICATIONDateLicense no.DATE DESCRIPTION Project No.:Drafted By:Designed By:SheetofMark Rausch43480----MPRELL, JDW, TAS, BJP4000367-00I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly LicensedCivil Engineer under the laws of theState of Minnesota. 29File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\EROSION CONTROL.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:07 AMKnow what's below.Call before you dig.RDial 811FOR REV IEW ONLYPRELIM INARYNOT FOR CONSTRUCT ION0SCALE IN FEET2550100N2960 940942 950944948 942 938 934 932934 930968 966 964 962 960 958 956 952 950 948 946 960956940 936 934 932 930 928 926 92493 4 930 928 934 938940944942ROA D E ROAD BROAD CROAD C1 2 3 30 29 28 27 262524 23 22 21 20 19 18 17 16 15 14 13 13 12 11 10 9 8 7 6 5 4 3 2 1 BLOCK 1BLOCK 4BLOCK 5BLOCK 5 BLO C K 4 3456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231234BLOCK 61234BLOCK 7123456BLOCK 8OUTLOT H OUTLOT C OUTLOT B OUTLOT AROAD C1 2 3 4 5 6 7 8 9 10 1211 10 9 8 7 6 5 4 3 2 1BLOCK 2BLOCK 2BLOCK 41112 RAVI N E P A R K W A Y OUTLOT DOUTLOT F 56GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) PORCH OUTLOT E JAMAICA AVENUE SOUTH(PUBLIC)CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffErosion & Sediment ControlPlan - View Bwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 30 File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\EROSION CONTROL.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:09 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 25 50 100 N 30 60 928 926 92493 4 930 928 934 9289309269369429409409309209369 4 4 9 3 0 93 6 920928914920928ROAD B1 2 3 4 5 6 7 8 910 BLOCK 1BLOCK 134BLOCK 23OUTLOT H RAVI N E P A R K W A Y OUTLOT F OUTLOT FGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECKCANT'PATIO UNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHOUTLOT E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA FUTURE PARK JAMAICA AVENUE SOUTH(PUBLIC)~DND~ ~DND~ ~DND~ ~DND~ ~DND~CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffErosion & Sediment ControlPlan - View Cwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 31 File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\EROSION CONTROL.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:11 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 25 50 100 N 31 60 ROAD EROAD BROAD CROAD CROAD E1234567891034530292827262524232221201918171615141313121110987654321BLOCK 1BLOCK 1BLOCK 3BLOCK 4BLOCK 5BLOCK 5BLOCK 4123456BLOCK 121234BLOCK 131234BLOCK 141 2 3 4BLOCK 1 5 1 2 3 4BLOCK 16 1 2 3 4 5 6 BLOCK 17 1 2 3 4 5 6 BLOCK 18 1 2 3 4 BLOCK 19 1 2 3 4 BLO C K 2 0 1 2 3 4 BLOCK 21 1 2 3 4 BLOCK 22 1 2 3 4 BLOCK 2 3 1234BLOCK 61234BLOCK 7123456BLOCK 8123456BLOCK 91234BLOCK 101234BLOCK 11OUTLOT COUTLOT A OUTLOT B BLOCK 31267891011121314151617BLOCK 3ROAD DROAD CROAD C24232220BLOCK 5212526272829301918171612345678910121110987654321BLOCK 2BLOCK 2BLOCK 411121514RAVINE PARKWAYOUTLOT DOUTLOT D OUTLOT F56 GAR N E R GARA G E(3 STALL) DECK CANT'PATIOUNDE R PORC H GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH GAR N E R GARA G E(3 STALL ) DECK CANT'PATIO UNDE R PORC H GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH OUT L O T E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 1 POND 2 POND 3 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA OUTLOT HMILITARY ROAD(COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTHJAMAI C A A V E N U E S O U T H 67TH STREET BAY SOUTH (PUBLIC)(PUBLIC)(PUBLIC)(PUB LI C)(PUBLIC)(PUBLIC)RAVINE PKWYSOUTHJAMAICA AVENUE SOUTH(PUBLIC)67TH STREET BAY SOUTHVIEW BVIEW DVIEW CVIEW AFile Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SAN-WM.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:26 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 30 60 120 CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffSanitary Sewer & Watermain Plan -Overviewwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 32NS D LEGEND: UTILITY NOTES: 32 60 ROAD E3451716151413131211109BLOCK 3BLOCK 4 BLOCK 5 123456BLOCK 121234BLOCK 131234BLOCK 141234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181 2 3 4 BLOCK 7 1 2 3 4 5 6 BLOCK 8 1 2 3 4 5 6BLOCK 9 1234BLOCK 101234BLOCK 11OUTLOT COUTLOT AOUTLOT ABLOCK 312 67891011121314151617BLOCK 3ROAD DROAD C ROAD C 24232220BLOCK 52125262728293019181716891012111098BLOCK 2 11121514OUTLOT DOUTLOT D POND 1NWL:926.00INTERIM HWL:937.54FINAL HWL:935.73MILITARY ROAD(COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTH (PUBLIC)(PUBLIC) File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SAN-WM.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:27 AMKnow what's below.Call before you dig.RDial 811FOR REV IEW ONLYPRELIM INARYNOT FOR CONSTRUCT ION0SCALE IN FEET2550100NCITY SUBMITTAL CITY SUBMITTAL 12-11-2024 11-21-2024 Cottage Grove, Minnesota Preliminary Plat Submittal Wolterstorff Sanitary Sewer & Watermain Plan - View A www.alliant-inc.comPROJECT TEAM DATAQA/QC CHECKDateByCERTIFICATIONDateLicense no.DATE DESCRIPTION Project No.:Drafted By:Designed By:SheetofMark Rausch43480----MPRELL, JDW, TAS, BJP4000367-00I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly LicensedCivil Engineer under the laws of theState of Minnesota. 333360**NOTE: SEE SHEET 37 FORSANITARY SEWER SCHEDULE ROA D E ROAD BROAD CROAD C1 2 3 30 29 28 27 262524 23 22 21 20 19 18 17 16 15 14 13 13 12 11 10 9 8 7 6 5 4 3 2 1 BLOCK 1BLOCK 4BLOCK 5BLOCK 5 BLO C K 4 3456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231234BLOCK 61234BLOCK 7123456BLOCK 8OUTLOT H OUTLOT C OUTLOT B OUTLOT AROAD C1 2 3 4 5 6 7 8 9 10 1211 10 9 8 7 6 5 4 3 2 1BLOCK 2BLOCK 2BLOCK 41112 RAVI N E P A R K W A Y OUTLOT DOUTLOT F 56GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) PORCH OUTLOT E POND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 POND 2 NWL:925.00 INTERIM HWL:932.37 FINAL HWL:931.43 POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 JAMAICA AVENUE SOUTH(PUBLIC)File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SAN-WM.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:28 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 25 50 100 N CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffSanitary Sewer & Watermain Plan -View Bwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 34 34 60 **NOTE: SEE SHEET 37 FOR SANITARY SEWER SCHEDULE ROAD B1 2 3 4 5 6 7 8 910 BLOCK 1BLOCK 134BLOCK 23OUTLOT H RAVI N E P A R K W A Y OUTLOT F OUTLOT FGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECKCANT'PATIO UNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHOUTLOT E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA FUTURE PARK JAMAICA AVENUE SOUTH(PUBLIC)File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SAN-WM.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:29 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 25 50 100 N CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffSanitary Sewer & Watermain Plan -View Cwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 35 35 60 **NOTE: SEE SHEET 37 FOR SANITARY SEWER SCHEDULE OUTLOT F DECK 'WETLAND 1' LAKE ROBERT MN DNR 82-83(W) NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA 6 7 T H S T R E E T B A Y S O U T H ( P U B L I C )(PUBLI C)67TH S T R E E T B A Y S O U T H File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SAN-WM.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:30 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 25 50 100 N CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffSanitary Sewer & Watermain Plan -View Dwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 36 36 60 **NOTE: SEE SHEET 37 FOR SANITARY SEWER SCHEDULE File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\SAN-WM.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:30 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffSanitary Sewer & Watermain - Schedulewww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 37 37 60 ROAD EROAD BROAD CROAD CROAD E1234567891034530292827262524232221201918171615141313121110987654321BLOCK 1BLOCK 1BLOCK 3BLOCK 4BLOCK 5BLOCK 5BLOCK 4123456BLOCK 121234BLOCK 131234BLOCK 141 2 3 4BLOCK 1 5 1 2 3 4BLOCK 16 1 2 3 4 5 6 BLOCK 17 1 2 3 4 5 6 BLOCK 18 1 2 3 4 BLOCK 19 1 2 3 4 BLO C K 2 0 1 2 3 4 BLOCK 21 1 2 3 4 BLOCK 22 1 2 3 4 BLOCK 2 3 1234BLOCK 61234BLOCK 7123456BLOCK 8123456BLOCK 91234BLOCK 101234BLOCK 11OUTLOT COUTLOT A OUTLOT B BLOCK 31267891011121314151617BLOCK 3ROAD DROAD CROAD C24232220BLOCK 5212526272829301918171612345678910121110987654321BLOCK 2BLOCK 2BLOCK 411121514RAVINE PARKWAYOUTLOT DOUTLOT D OUTLOT F56 GAR N E R GARA G E(3 STALL) DECK CANT'PATIOUNDE R PORC H GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH GAR N E R GARA G E(3 STALL ) DECK CANT'PATIO UNDE R PORC H GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH OUT L O T E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 1 POND 2 POND 3 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA OUTLOT HMILITARY ROAD(COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTHJAMAI C A A V E N U E S O U T H 67TH STREET BAY SOUTH (PUBLIC)(PUBLIC)(PUBLIC)(PUB LI C)(PUBLIC)(PUBLIC)RAVINE PKWYSOUTHJAMAICA AVENUE SOUTH(PUBLIC)67TH STREET BAY SOUTHVIEW BVIEW CVIEW AFile Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\STORM SEWER.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:48 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 30 60 120 CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffStorm Sewer Plan - Overviewwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP, DMS 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 38NUTILITY NOTES: S D LEGEND: 38 60 ROAD E3451716151413131211109BLOCK 3BLOCK 4 BLOCK 5 123456BLOCK 121234BLOCK 131234BLOCK 141234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181 2 3 4 BLOCK 7 1 2 3 4 5 6 BLOCK 8 1 2 3 4 5 6BLOCK 9 1234BLOCK 101234BLOCK 11OUTLOT COUTLOT AOUTLOT ABLOCK 312 67891011121314151617BLOCK 3ROAD DROAD C ROAD C 24232220BLOCK 52125262728293019181716891012111098BLOCK 2 11121514OUTLOT DOUTLOT D POND 1NWL:926.00INTERIM HWL:937.54FINAL HWL:935.73MILITARY ROAD(COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTH (PUBLIC)(PUBLIC)VIEW BFile Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\STORM SEWER.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:49 AMKnow what's below.Call before you dig.RDial 811FOR REV IEW ONLYPRELIM INARYNOT FOR CONSTRUCT ION0SCALE IN FEET2550100NCITY SUBMITTAL CITY SUBMITTAL 12-11-2024 11-21-2024 Cottage Grove, Minnesota Preliminary Plat Submittal Wolterstorff Storm Sewer Plan - View A www.alliant-inc.comPROJECT TEAM DATAQA/QC CHECKDateByCERTIFICATIONDateLicense no.DATE DESCRIPTION Project No.:Drafted By:Designed By:SheetofMark Rausch43480----MPRELL, JDW, TAS, BJP, DMS4000367-00I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly LicensedCivil Engineer under the laws of theState of Minnesota. 393960**NOTE: SEE SHEET 42 FORSTORM SEWER SCHEDULE ROAD EROAD B ROAD C ROAD C12330 292827262524232221201918171615141313121110987654321BLOCK 1 BLOCK 4 BLOCK 5 BLOCK 5BLOCK 43456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231 2 3 4 BLO C K 6 1 2 3 4 BLOCK 7 1 2 3 4 5 6 BLOCK 8OUTLOT HOUTLOT COUTLOT BOUTLOT AROAD C12345678910 121110987654321BLOCK 2BLOCK 2BLOCK 4 1112RAVINE PARKWAYOUTLOT DOUTLOT F5 6GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL)DECK CANT'PATIOUNDER PORCHGARNERGARAGE(3 STALL)PORCH OUTLOT EPOND 1NWL:926.00INTERIM HWL:937.54FINAL HWL:935.73POND 2NWL:925.00INTERIM HWL:932.37FINAL HWL:931.43POND 3NWL:922.00INTERIM HWL:928.06FINAL HWL:928.03JAMAICA AVENUE SOUTH (PUBLIC) File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\STORM SEWER.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:50 AMKnow what's below.Call before you dig.RDial 811FOR REV IEW ONLYPRELIM INARYNOT FOR CONSTRUCT ION0SCALE IN FEET2550100NCITY SUBMITTAL CITY SUBMITTAL 12-11-2024 11-21-2024 Cottage Grove, Minnesota Preliminary Plat Submittal Wolterstorff Storm Sewer Plan - View B www.alliant-inc.comPROJECT TEAM DATAQA/QC CHECKDateByCERTIFICATIONDateLicense no.DATE DESCRIPTION Project No.:Drafted By:Designed By:SheetofMark Rausch43480----MPRELL, JDW, TAS, BJP, DMS4000367-00I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly LicensedCivil Engineer under the laws of theState of Minnesota. 404060**NOTE: SEE SHEET 42 FORSTORM SEWER SCHEDULE ROAD B1 2 3 4 5 6 7 8 910 BLOCK 1BLOCK 134BLOCK 23OUTLOT H RAVI N E P A R K W A Y OUTLOT F OUTLOT FGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECKCANT'PATIO UNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHOUTLOT E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA FUTURE PARK JAMAICA AVENUE SOUTH(PUBLIC)'WETLAND 1'File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\STORM SEWER.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:50 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 25 50 100 N CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffStorm Sewer Plan - View Cwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP, DMS 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 41 41 60 **NOTE: SEE SHEET 42 FOR STORM SEWER SCHEDULE File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\STORM SEWER.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:50:51 AMFOR REV IEW ONLYPRELIM INARYNOT FOR CONSTRUCT ION CITY SUBMITTAL CITY SUBMITTAL 12-11-2024 11-21-2024 Cottage Grove, Minnesota Preliminary Plat Submittal Wolterstorff Storm Sewer Plan - Schedule www.alliant-inc.comPROJECT TEAM DATAQA/QC CHECKDateByCERTIFICATIONDateLicense no.DATE DESCRIPTION Project No.:Drafted By:Designed By:SheetofMark Rausch43480----MPRELL, JDW, TAS, BJP, DMS4000367-00I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly LicensedCivil Engineer under the laws of theState of Minnesota. 424260 6 7 T H S T R E E T B A Y S O U T H ( P U B L I C )(PUBLI C) RAVINE PKWY JAMAICA AVENUE SOUTH(PUBLIC)67TH S T R E E T B A Y S O U T HROAD BROAD C1 2 3 4 5 6 7 8 910 BLOCK 1BLOCK 1BLO C K 4 1234BLOCK 23RAVI N E P A R K W A Y GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECKCANT'PATIO UNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCH'WETLAND 1' LAKE ROBERT MN DNR 82-83(W) POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA PROVIDED BUFFER 189,669 SF 1765 LF ~ 107.5 AVERAGE BUFFER PROVIDED BUFFER 154,728 SF 1246 LF ~ 124.18 AVERAGE BUFFER File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\WETLAND.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:51:05 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffWetland Management Plan - Overviewwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 43 60 43 N 0 SCALE IN FEET 40 80 160 WETLAND SUMMARY WETLAND BUFFER CALCULATION WETLAND BUFFER CALCULATION CONT. LEGEND: NOTE: SIDE SLOPE SEED MIX,SEE LEGENDSIDE SLOPE SEED MIX,SEE LEGENDMESIC PRAIRIE SEED MIX,SEE LEGENDSIDE SLOPE SEED MIX,SEE LEGENDMESIC PRAIRIE SEED MIX,SEE LEGEND8' BIT. TRAIL,SEE SITE PLANLOW MAINTENANCE TURF MIX,SEE LEGENDRAVINEPKWY SMILITARY ROAD(COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTHJAMAI C A A V E N U E S O U T H 67TH STREET BAY SOUTHJAMAICA AVENUE SOUTHMILITARY ROAD(COUNTY ROAD NO. 20)67TH ST BAY S(PUBLIC)(PUBLIC)(PUBLIC)(PUB LI C)(PUBLIC)(PUBLIC)RAVINE PKWYSOUTHJAMAICA AVENUE SOUTH(PUBLIC)67TH STREET BAY SOUTHROAD EROAD BROAD CROAD CROAD E1234567891034530292827262524232221201918171615141313121110987654321BLOCK 1BLOCK 1BLOCK 3BLOCK 4BLOCK 5BLOCK 5BLOCK 4123456BLOCK 121234BLOCK 131234BLOCK 141 2 3 4BLOCK 1 5 1 2 3 4BLOCK 16 1 2 3 4 5 6 BLOCK 17 1 2 3 4 5 6 BLOCK 18 1 2 3 4 BLOCK 19 1 2 3 4 BLO C K 2 0 1 2 3 4 BLOCK 21 1 2 3 4 BLOCK 22 1 2 3 4 BLOCK 2 3 1234BLOCK 61234BLOCK 7123456BLOCK 8123456BLOCK 91234BLOCK 101234BLOCK 11OUTLOT HOUTLOT COUTLOT A OUTLOT BOUTLOT ABLOCK 31267891011121314151617BLOCK 3ROAD DROAD CROAD C24232220BLOCK 5212526272829301918171612345678910121110987654321BLOCK 2BLOCK 2BLOCK 411121514RAVINE PARKWAYOUTLOT DOUTLOT D OUTLOT FOUTLOT F56 GAR N E R GARAG E (3 STAL L ) DECK CANT'PATIO UNDE R PORC H GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE (3 STALL) DECK CANT'PATIO UNDER PORCH GARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH GAR N E R GARAG E (3 STAL L ) DECK CANT'PATI O UNDER PORC H GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE (3 STALL) DECK CANT'PATIO UNDER PORCH GARNER GARAGE (3 STALL) DECK CANT'PATIO UNDER PORCH OUT L O T E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 1NWL:926.00INTERIM HWL:937.54FINAL HWL:935.73POND 2 NWL:925.00INTERIM HWL:932.37FINAL HWL:931.43POND 3 NWL:922.00 INTERIM HWL:928.06FINAL HWL:928.03 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKAFUTURE PARKOUTLOT H6' HT FENCEMIN. 50% OPACITYDOUBLE SHREDDED HARDWOODMULCH OVER FILTER FABRIC, TYP.POLY EDGER TYP.MONUMENT SIGNSURFACEBEDROCK6' HT FENCEMIN. 50% OPACITYVIEW BVIEW CVIEW AFile Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\LANDSCAPE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:51:34 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffLandscaping Plan - Overviewwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of John Gronhovd 59233 ---- JG SRM, TM 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 44 60 44N0 SCALE IN FEET 60 120 240 Know what's below. Call before you dig. R Dial 811 LEGEND SIDE SLOPE SEED MIX, SEE LEGEND MESIC PRAIRIE SEED MIX, SEE LEGEND 8' BIT. TRAIL, SEE SITE PLAN LOW MAINTENANCE TURF MIX, SEE LEGEND JAMAICA AVENUE SOUTH(PUBLIC)ROAD B1 2 3 4 5 6 7 8 910 BLOCK 1BLOCK 134BLOCK 23OUTLOT H RAVI N E P A R K W A Y OUTLOT F OUTLOT FGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECKCANT'PATIO UNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHOUTLOT E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA FUTURE PARK 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - HL 1 - HL 1 - HL 5 - RO 5 - HL 2 - HL 6 - RO 7 - CH 5 - WO 1 - RB 1 - NF 1 - NS 1 - BM 1 - SL 1 - RB 1 - RO 1 - NF 1 - BM 1 - SL 1 - RB 1 - RO 1 - NF 1 - CH 1 - SL 1 - RB 1 - RO 1 - NF 1 - BM 1 - SL 1 - RB 1 - RO 1 - CH 1 - SL 1 - NF 1 - BM 1 - RO1 - RB 1 - AE 1 - WO 1 - RB1 - WO 1 - AE 1 - WO 1 - AE 1 - WO 1 - AE 3 - NS 1 - RB 6' HT FENCE MIN. 50% OPACITY 3 - AE MONUMENT SIGN 5 - APM File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\LANDSCAPE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:51:42 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffLandscaping Plan - View Awww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of John Gronhovd 59233 ---- JG SRM, TM 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 45 60 45 Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N LEGEND SIDE SLOPE SEED MIX, SEE LEGEND SIDE SLOPE SEED MIX, SEE LEGEND SIDE SLOPE SEED MIX, SEE LEGEND MESIC PRAIRIE SEED MIX, SEE LEGEND JAMAICA AVENUE SOUTH(PUBLIC)ROA D E ROAD BROAD CROAD C1 2 3 30 29 28 27 262524 23 22 21 20 19 18 17 16 15 14 13 13 12 11 10 9 8 7 6 5 4 3 2 1 BLOCK 1BLOCK 4BLOCK 5BLOCK 5 BLO C K 4 3456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231234BLOCK 61234BLOCK 7123456BLOCK 8OUTLOT H OUTLOT C OUTLOT B OUTLOT AROAD C1 2 3 4 5 6 7 8 9 10 1211 10 9 8 7 6 5 4 3 2 1BLOCK 2BLOCK 2BLOCK 41112 RAVI N E P A R K W A Y OUTLOT DOUTLOT F 56GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) PORCH OUTLOT E POND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 POND 2 NWL:925.00 INTERIM HWL:932.37 FINAL HWL:931.43 POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - HL 1 - SW 5 - CH 5 - RO 5 - WO 6 - SL 5 - HL 5 - RO 5 - HL 5 - WO 7 - SL2 - RO 2 - HL 6 - RO 7 - CH 5 - WO 5 - BF 3 - NS 5 - AP 3 - BF 1 - NF 1 - RB 1 - SW 1 - NF 1 - RB 1 - NF 1 - NS 1 - BM 1 - NF 1 - RB 1 - AE 1 - BF 1 - SW 1 - NF 1 - RB 1 - NF 1 - BF 1 - NF 1 - AE 1 - CH 1 - NS 1 - BM 1 - BM 1 - AE 1 - NF 1 - NS 1 - RB 1 - BM 1 - AE 1 - SL 1 - NF 1 - BM 1 - RO1 - RB 1 - AE 1 - WO 1 - SL 1 - CH 1 - NF 1 - RO 1 - BM 1 - RB 1 - SL 1 - CH 1 - NF 1 - RO 1 - BM 1 - RB 1 - SL 1 - CH 1 - RO 1 - BM 1 - RB 1 - NF 1 - AE 1 - WO 1 - WO 1 - AE 1 - AE 1 - WO 1 - AE 1 - WO 1 - AE 1 - WO 1 - AE 1 - WO 1 - AE 1 - RO 1 - CH 1 - RB 1 - SL 1 - BM 1 - NF 2 - SW 1 - CH 1 - CH 1 - RO 1 - RB 1 - NF 1 - SL 1 - BM 1 - CH 1 - RO 1 - RB 1 - NF 1 - BM 1 - SL 1 - RO 1 - CH 1 - NF 1 - RB 1 - BM1 - SL 1 - CH 1 - NF 1 - SL 1 - BM 1 - RB 1 - RO 1 - NF 1 - SL 1 - AE 1 - WO 1 - AE 1 - WO 1 - AE 1 - WO 1 - AE 1 - AE 1 - WO 1 - AE 1 - WO 1 - AE 1 - WO 1 - AE 1 - WO 1 - AE 1 - WO 1 - WO 1 - AE 1 - AE 1 - WO 1 - CH 1 - RB 1 - RO 1 - BM 1 - NF 1 - RO 1 - CH 1 - RB 1 - RO 1 - BM 1 - NF 1 - CH 1 - RO 1 - NF 1 - BM 1 - RO 1 - RB 1 - CH 1 - RO 1 - BM 1 - SW 1 - SW 3 - BF 3 - NS 4 - AP 4 - BF 3 - NS 3 - AP 3 - BF 3 - NS 1 - NF 1 - RB 1 - SW 1 - NF 1 - RB 1 - SW 1 - NF 1 - RB 6' HT FENCE MIN. 50% OPACITY 3 - AE 3 - AE 6 - HL2 - SL MONUMENT SIGN 6' HT FENCEMIN. 50% OPACITY1 - AP 2 - NS 1 - HL 1 - WO 5 - APM File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\LANDSCAPE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:51:56 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O N 0 SCALE IN FEET 25 50 100 N CITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffLandscaping Plan - View Bwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of John Gronhovd 59233 ---- JG SRM, TM 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 46 60 46 LEGEND SIDE SLOPE SEED MIX, SEE LEGEND MESIC PRAIRIE SEED MIX, SEE LEGEND M I L I T A R Y R O A D ( C O U N T Y R O A D N O . 2 0 )JAMAICA AVENUE SOUTH(P U B L I C )(PUBLIC)ROAD E 3 4 5 17 16 15 14 13 13 12 11 10 9 BLOC K 3 BLOCK 4BLOCK 51 2 3 4 5 6BLOCK 12 1 2 3 4 BLOCK 13 1 2 3 4 B L O C K 1 4 1234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181234BLOCK 7123456BLOCK 8123456BLOCK 91 2 3 4 BLOCK 101234 BLOCK 11 OUTLOT C OUTLOT A OUTLOT ABLOCK 31 2 6 7 8 9 10 11 12 13 14 15 16 17 BL O C K 3 ROAD D ROAD CROAD C24 23 22 20 BLO C K 5 21 25 26 27 28 29 30 19 18 17 16 8 9 10 1211 10 9 8BLOCK 21112 15 14 OUTLOT D OUTLOT DPOND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 1 - HL 1 - SW 1 - SW 1 - SW 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - HL 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - SW 1 - HL 4 - SL 5 - RO 5 - AE 5 - CH 5 - RO 2 - RB 3 - AP 5 - BF 2 - SW 3 - NS 5 - AP 3 - AP 5 - BF 3 - NS 5 - AP 3 - BF 2 - SW 5 - NS 3 - AP 5 - BF 3 - NS 5 - AP 3 - BF 1 - RB 1 - NF 1 - NF 1 - SW 1 - NF 1 - RB 1 - NF 1 - SW 1 - NF 1 - RB 1 - SW 1 - NF 1 - NF 1 - AE 1 - CH 1 - HL 1 - NF 1 - HL 1 - BM 1 - SW 1 - CH 1 - NF 1 - RB 1 - NF 1 - AE 1 - NS 1 - NS 1 - RB 1 - BM 1 - AE 1 - RB 1 - BF 1 - BM 1 - AE 1 - NS 1 - BF 1 - RB 1 - NS 1 - BM 1 - BM 1 - NS 1 - BM 1 - NS 1 - RB 1 - BM 1 - HL 1 - NS 1 - SL 1 - RO 1 - NF 1 - BM 1 - SL 1 - RB 1 - CH 1 - RO1 - NF 1 - BM 1 - SL 1 - RB 1 - CH 1 - RO 1 - NF 1 - BM 1 - SL 1 - RB 1 - CH 1 - RO 1 - NF 1 - SL 1 - BM 1 - WO 1 - RB 1 - RO 1 - AE 1 - WO 1 - AE 1 - WO 1 - BM 1 - RB 1 - SL 1 - CH 1 - RO 1 - BM 1 - RB 1 - NF 1 - AE 1 - WO 1 - AE 1 - RO 1 - CH 1 - RB 1 - SL 1 - BM 1 - NF 2 - SW 1 - CH 1 - RO 1 - AE 1 - WO 1 - AE 1 - AE 1 - AE 1 - WO 1 - AE 1 - WO 1 - AE 1 - AE 1 - WO 1 - AE 1 - CH 1 - RO 1 - RB 1 - NF 1 - SL 1 - BM 1 - CH 1 - RO 1 - AE 1 - WO 1 - WO 1 - AE 1 - AE 1 - WO 1 - WO 1 - AE 1 - WO 1 - WO 1 - WO 1 - AE 1 - WO 1 - HL 1 - AE 1 - WO 1 - AE 1 - AE 1 - WO 1 - AE 1 - WO 1 - RB 1 - SL 1 - BM 1 - NF 1 - RO 1 - CH1 - SL 1 - BM 1 - BM 1 - RB 1 - NF 1 - RO 1 - CH 1 - SL 1 - BM 1 - RB 1 - NF 1 - RO 1 - CH 1 - RB 1 - BM 1 - SL 1 - NF 1 - RO 1 - CH 1 - RB 1 - RO 1 - BM 1 - NF 1 - RO 1 - CH 5 - WO 2 - BF 2 - NS2 - NS 2 - SW 1 - RB SURFACE BEDROCK 6' HT FENCEMIN. 50% OPACITY2 - BF 2 - AP 3 - BM 3 - RB2 - CH 2 - NS 1 - NS VIEW A File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\LANDSCAPE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:52:10 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffLandscaping Plan - View Cwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of John Gronhovd 59233 ---- JG SRM, TM 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 47 60 47 Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N LEGEND DOUBLE SHREDDED HARDWOOD MULCH OVER FILTER FABRIC, TYP. POLY EDGER TYP. 5 - WLC 3 - NGH 3 - AWS 1 - DKL 3 - LQF 1 - DKL 4 - GGS 5 - LDN 3 - WBP 3 - LQF 3 - DNS 1 - DKL 3 - WBP 5 - SCS 3 - AFS 5 - WLC 3 - NGH 3 - AWS 1 - DKL 3 - LQF 3 - WBP 1 - DKL 5 - LDN 3 - GGS 3 - LQF 4 - GGS 5 - LDN 3 - LQF 3 - DNS 1 - DKL 3 - WBP 5 - SCS 4 - DNS 5 - PMD4 - WBP 6 - BES 4 - DNS 6 - PMD 3 - AFS 5 - RO MONUMENT SIGN 5 - APM File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\LANDSCAPE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:52:24 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffLandscape Notes Schedulewww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of John Gronhovd 59233 ---- JG SRM, TM 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 48 60 48 · · · · LANDSCAPE REQUIREMENTS: DEVELOPMENT TREE SCHEDULE: SEED NOTES LANDSCAPE NOTES: SHRUB PLANTING DETAIL NOT TO SCALE1 MULCH AT SOD DETAIL NOT TO SCALE MULCH AT SIDEWALK DETAIL NOT TO SCALE PERENNIAL PLANTING DETAIL NOT TO SCALE2 43 TYPICAL 4 & 6 UNIT TOWNHOME LANDSCAPE: TOWNHOME LANDSCAPE SCHEDULE: 4 UNIT TYPICAL 6 UNIT TYPICAL LANDSCAPE DETAILS: MONUMENT LANDSCAPE PLAN - 10 SCALE XXXXXXXROAD EROAD BROAD CROAD CROAD E1234567891034530292827262524232221201918171615141313121110987654321BLOCK 1BLOCK 1BLOCK 3BLOCK 4BLOCK 5BLOCK 5BLOCK 4123456BLOCK 121234BLOCK 131234BLOCK 141 2 3 4BLOCK 1 5 1 2 3 4BLOCK 16 1 2 3 4 5 6 BLOCK 17 1 2 3 4 5 6 BLOCK 18 1 2 3 4 BLOCK 19 1 2 3 4 BLO C K 2 0 1 2 3 4 BLOCK 21 1 2 3 4 BLOCK 22 1 2 3 4 BLOCK 2 3 1234BLOCK 61234BLOCK 7123456BLOCK 8123456BLOCK 91234BLOCK 101234BLOCK 11OUTLOT COUTLOT A OUTLOT B BLOCK 31267891011121314151617BLOCK 3ROAD DROAD CROAD C24232220BLOCK 5212526272829301918171612345678910121110987654321BLOCK 2BLOCK 2BLOCK 411121514RAVINE PARKWAYOUTLOT DOUTLOT D OUTLOT F56OUT L O T E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 1 POND 2 POND 3 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA OUTLOT HMILITARY ROAD(COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTHJAMAI C A A V E N U E S O U T H 67TH STREET BAY SOUTH (PUBLIC)(PUBLIC)(PUBLIC)(PUB LI C)(PUBLIC)(PUBLIC)RAVINE PKWYSOUTHJAMAICA AVENUE SOUTH(PUBLIC)67TH STREET BAY SOUTHVIEW BVIEW DVIEW CVIEW AFile Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\TREE - PRES.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:52:51 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffTree Preservation Plan Overviewwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 604960 4949N0 SCALE IN FEET 60 120 240 LEGEND: TREE PRESERVATION NOTES: TREE INVENTORY & REMOVAL CALCULATION ROAD E 3 4 5 17 16 15 14 13 13 12 11 10 9 BLOC K 3 BLOCK 4BLOCK 51 2 3 4 5 6BLOCK 12 1 2 3 4 BLOCK 13 1 2 3 4 B L O C K 1 4 1234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181234BLOCK 7123456BLOCK 8123456BLOCK 91 2 3 4 BLOCK 101234 BLOCK 11 OUTLOT C OUTLOT A OUTLOT ABLOCK 31 2 6 7 8 9 10 11 12 13 14 15 16 17 BL O C K 3 ROAD D ROAD CROAD C24 23 22 20 BLO C K 5 21 25 26 27 28 29 30 19 18 17 16 8 9 10 1211 10 9 8BLOCK 21112 15 14 OUTLOT D OUTLOT DPOND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 M I L I T A R Y R O A D ( C O U N T Y R O A D N O . 2 0 )JAMAICA AVENUE SOUTH(P U B L I C )(PUBLIC)956 960 954 952 950 948 946 944940942 9509449589669709 6 8 96 4 970 972 974 9 7 4 97 2 948 97 0 9 6 6 960952950968 966 964 962 960 958 956 940944942960 950 960962 VIEW B File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\TREE - PRES.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:52:53 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffTree Preservation Plan - View Awww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 50 60 5050Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N XXXXXXXXXXXXXXXXXROA D E ROAD BROAD CROAD C1 2 3 30 29 28 27 262524 23 22 21 20 19 18 17 16 15 14 13 13 12 11 10 9 8 7 6 5 4 3 2 1 BLOCK 1BLOCK 4BLOCK 5BLOCK 5 BLO C K 4 3456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231234BLOCK 61234BLOCK 7123456BLOCK 8OUTLOT H OUTLOT C OUTLOT B OUTLOT AROAD C1 2 3 4 5 6 7 8 9 10 1211 10 9 8 7 6 5 4 3 2 1BLOCK 2BLOCK 2BLOCK 41112 RAVI N E P A R K W A Y OUTLOT DOUTLOT F 56OUTLOT E POND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 POND 2 NWL:925.00 INTERIM HWL:932.37 FINAL HWL:931.43 POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 JAMAICA AVENUE SOUTH(PUBLIC)940942 950944948 942 938 934 932934 930968 966 964 962 960 958 956 952 950 948 946 960956940 936 934 932 930 928 926 92493 4 930 928 934 938940944942File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\TREE - PRES.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:52:56 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffTree Preservation Plan - View Bwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 51 605160 5151Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N XXXROAD B1 2 3 4 5 6 7 8 910 BLOCK 1BLOCK 134BLOCK 23OUTLOT H RAVI N E P A R K W A Y OUTLOT F OUTLOT F OUTLOT E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA FUTURE PARK JAMAICA AVENUE SOUTH(PUBLIC)928 926 92493 4 930 928 934 9289309269369429409409309209369 4 4 9 3 0 93 6 920928914920928File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\TREE - PRES.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:52:58 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffTree Preservation Plan - View Cwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 52 605260 52520 SCALE IN FEET 25 50 100 N OUTLOT F 'WETLAND 1' LAKE ROBERT MN DNR 82-83(W) NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA 6 7 T H S T R E E T B A Y S O U T H ( P U B L I C )(PUBLI C)67TH S T R E E T B A Y S O U T H 92692893092 4 926924920 930 934 936 922922924930936942920 922 926File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\TREE - PRES.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:53:03 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffTree Preservation Plan - View Dwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. 53 605360 5353Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. ---- JG SRM, TM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota.File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\TREE - INV.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:53:11 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffTree Inventorywww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch ---- MPR ELL, JDW, TAS, BJP 4000367-00 JG SRM, TM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. ---- 54 60 5454 Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. John Gronhovd ----59233 JG SRM, TM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota.File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\TREE - INV.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:53:12 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffTree Inventorywww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 John Gronhovd 59233 JG SRM, TM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. ---- 55 60 5555 Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. John Gronhovd ----59233 JG SRM, TM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota.File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\TREE - INV.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:53:13 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffTree Inventorywww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 John Gronhovd 59233 JG SRM, TM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Civil Engineer under the laws of the State of Minnesota. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. ---- 56 60 5656 ROAD EROAD BROAD CROAD CROAD E1234567891034530292827262524232221201918171615141313121110987654321BLOCK 1BLOCK 1BLOCK 3BLOCK 4BLOCK 5BLOCK 5BLOCK 4123456BLOCK 121234BLOCK 131234BLOCK 141 2 3 4BLOCK 1 5 1 2 3 4BLOCK 16 1 2 3 4 5 6 BLOCK 17 1 2 3 4 5 6 BLOCK 18 1 2 3 4 BLOCK 19 1 2 3 4 BLO C K 2 0 1 2 3 4 BLOCK 21 1 2 3 4 BLOCK 22 1 2 3 4 BLOCK 2 3 1234BLOCK 61234BLOCK 7123456BLOCK 8123456BLOCK 91234BLOCK 101234BLOCK 11OUTLOT COUTLOT A OUTLOT B BLOCK 31267891011121314151617BLOCK 3ROAD DROAD CROAD C24232220BLOCK 5212526272829301918171612345678910121110987654321BLOCK 2BLOCK 2BLOCK 411121514RAVINE PARKWAYOUTLOT DOUTLOT D OUTLOT F56 GAR N E R GARAG E (3 STALL) DECK CANT'PATIO UNDE R PORC H GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH GAR N E R GARA G E (3 STALL) DECK CANT'PATIO UNDE R PORC H GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECK CANT'PATIOUNDER PORCH OUT L O T E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 1 POND 2 POND 3 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA OUTLOT HMILITARY ROAD(COUNTY ROAD NO. 20)JAMAICA AVENUE SOUTHJAMAI C A A V E N U E S O U T H 67TH STREET BAY SOUTH (PUBLIC)(PUBLIC)(PUBLIC)(PUB LI C)(PUBLIC)(PUBLIC)RAVINE PKWYSOUTHJAMAICA AVENUE SOUTH(PUBLIC)67TH STREET BAY SOUTHVIEW BVIEW CVIEW AFile Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\LITE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:53:33 AMKnow what's below. Call before you dig. R Dial 811 FOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffLighting Planwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 57 60 57N0 SCALE IN FEET 60 120 240 LEGEND: NOTES: 1.UNLESS OTHERWISE NOTED, ALL NEW CONDUIT SHALL BE 1.5" NMC SCHEDULE 40. 2.UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER 240VAC CIRCUITS. 2-1/C #6 AND 1-1/C#6 CONDUCTOR. 3.THIS PLAN SPECIFIES CONDUIT SIZE, TYPE AND GENERAL LOCATION. THE EXACT LOCATION WILL BE DETERMINED IN THE FIELD. 4.LIGHTING UNITS ARE TYPICALLY SET BACK 36" BEHIND THE BACK-OF-CURB TO CENTER OF FOUNDATION. 5.ADDITIONAL LOCATIONS OF CONDUIT AND WIRING NOT IDENTIFIED MAY BE REQUIRED AS DIRECTED BY THE ENGINEER. ADDITIONAL CONDUIT AND WIRING ADDED TO THE CONTRACT WILL BE PAID FOR AT THE CONTRACT UNIT PRICE REGARDLESS OF QUANTITY ADDED AND METHOD OF PLACEMENT REQUIRED. 6.ALL CONDUIT SHALL BE TRENCHED UNLESS OTHERWISE NOTED. 7.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE LIGHTING SYSTEM WITH THE UTILITY COMPANY 8.CIRCUIT DIAGRAM TO BE PROVIDED BY DEVELOPER AND APPROVED BY THE CITY OF COTTAGE GROVE. 9.HAND HOLES TO BE INSTALLED PER STANDARD DETAIL LGT-1. ROAD E 3 4 5 17 16 15 14 13 13 12 11 10 9 BLOC K 3 BLOCK 4BLOCK 51 2 3 4 5 6BLOCK 12 1 2 3 4 BLOCK 13 1 2 3 4 B L O C K 1 4 1234BLOCK 151234BLOCK 16123456BLOCK 17123456BLOCK 181234BLOCK 7123456BLOCK 8123456BLOCK 91 2 3 4 BLOCK 101234 BLOCK 11 OUTLOT C OUTLOT A OUTLOT ABLOCK 31 2 6 7 8 9 10 11 12 13 14 15 16 17 BL O C K 3 ROAD D ROAD CROAD C24 23 22 20 BLO C K 5 21 25 26 27 28 29 30 19 18 17 16 8 9 10 1211 10 9 8BLOCK 21112 15 14 OUTLOT D OUTLOT DPOND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 M I L I T A R Y R O A D ( C O U N T Y R O A D N O . 2 0 )JAMAICA AVENUE SOUTH(P U B L I C )(PUBLIC)VIEW B File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\LITE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:53:36 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffLighting Plan - View Awww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 58 60 58 Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N ROA D E ROAD BROAD CROAD C1 2 3 30 29 28 27 262524 23 22 21 20 19 18 17 16 15 14 13 13 12 11 10 9 8 7 6 5 4 3 2 1 BLOCK 1BLOCK 4BLOCK 5BLOCK 5 BLO C K 4 3456BLOCK 17123456BLOCK 181234BLOCK 191234BLOCK 201234BLOCK 211234BLOCK 221234BLOCK 231234BLOCK 61234BLOCK 7123456BLOCK 8OUTLOT H OUTLOT C OUTLOT B OUTLOT AROAD C1 2 3 4 5 6 7 8 9 10 1211 10 9 8 7 6 5 4 3 2 1BLOCK 2BLOCK 2BLOCK 41112 RAVI N E P A R K W A Y OUTLOT DOUTLOT F 56GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) PORCH OUTLOT E POND 1 NWL:926.00 INTERIM HWL:937.54 FINAL HWL:935.73 POND 2 NWL:925.00 INTERIM HWL:932.37 FINAL HWL:931.43 POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 JAMAICA AVENUE SOUTH(PUBLIC)File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\LITE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:53:39 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffLighting Plan - View Bwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 59 60 59 Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N ROAD B1 2 3 4 5 6 7 8 910 BLOCK 1BLOCK 134BLOCK 23OUTLOT H RAVI N E P A R K W A Y OUTLOT F OUTLOT FGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNER GARAGE(3 STALL ) DECKCANT'PATIOUNDER PORCH GARNER GARAGE(3 STALL) DECKCANT'PATIO UNDER PORCH GARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHGARNERGARAGE(3 STALL)DECKCANT'PATIOUNDERPORCHOUTLOT E 'WETLAND 1' OUTLOT G LAKE ROBERT MN DNR 82-83(W) POND 3 NWL:922.00 INTERIM HWL:928.06 FINAL HWL:928.03 NWL:920.50 INTERIM HWL:925.11 DEVELOPED HWL:925.56 EXISTING HWL:925.03 AKA FUTURE PARK JAMAICA AVENUE SOUTH(PUBLIC)File Location: X:\4000367-00\001\40 Design\00 Sheets - Preliminary\LITE.dwg Plotted By: Ben Palazzolo on December 11, 2024 at 10:53:43 AMFOR R E VI E W O N L Y PRE LI MI N A R Y NOT F O R C O N S T R U C TI O NCITY SUBMITTALCITY SUBMITTAL 12-11-202411-21-2024 Cottage Grove, Minnesota Preliminary Plat SubmittalWolterstorffLighting Plan - View Cwww.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.: Drafted By: Designed By: Sheet of Mark Rausch 43480 ---- MPR ELL, JDW, TAS, BJP 4000367-00 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of Minnesota. 60 60 60 Know what's below. Call before you dig. R Dial 811 0 SCALE IN FEET 25 50 100 N LAKE ROBERT OUTLOT F OUTLOT E 1 2 3 4 5 6 7 8 910 1 2 4 5 6 7 8 9 10 11 12 1 2 4 5 6 7 8 9 10 11 12 BLOCK 1 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 2 1 BLOCK 4 4 5 6 7 8 9 10 11 12 13 14 15 16 17 21 22 23 24 25 26 27 29 30 28 OUTLOT A OUTLOT C BLOCK 11 BLOCK 6FUTURE PUBLIC PARK PUBLICLY MAINTAINED LAND WE BUILD CONSUMER INSPIRED HOMES AND COMMUNITIES TO MAKE LIVES BETTER. 57.5’ Lots *Subject to change based off market conditions* WE BUILD CONSUMER INSPIRED HOMES AND COMMUNITIES TO MAKE LIVES BETTER. Townhomes *Subject to change based on market conditions* \\Cocg-fs1\Groups\CITYFILES\25 CITYFILES\004ZA,PP Lochridge 2025-01-27\2025-2-19 City Council\Attachments\136866 Plan Review 2025-01-17.docx MEMORANDUM Date: 01/17/2025 To: Ryan Burfeind, PE From: Mike Boex, PE Subject: Wolterstorff Plan Review City of Cottage Grove, MN Project No.: 24X.136866 This memo summarizes the review of the preliminary plat plans submitted by Alliant, dated 12/11/24. We recognize some of the comments are related to final design and not necessarily a preliminary submittal, however we believe it’s prudent to provide those comments prior to final plat submittal. County Comments: These plans were passed along to Washington County for further review related to the work along County right-of-way. Additional right-of-way may be needed in the northern portion of Outlot A; more details to follow. Continued coordination with the City and County will be required for plan approval. Preliminary Plat Comments: Sheet 4: 1. The area identified as a “dry basin” is not a public stormwater feature and may have been an old borrow hole. This area should be filled as a part of the site grading so it can be utilized for intended park purposes. 2. A removals plan should be developed for the final plat submittal. Sheet 7: 3. Easement widths will be confirmed when plan and profiles are provided for the proposed utilities. Generally, a minimum easement width should be twice the pipe depth centered over the pipe, or 10’ (min.) on each side of the pipe, whichever is greater. Sheet 8: 4. Ravine Parkway: a. Reverse curvature should be avoided; a tangent between horizontal curves should be provided with a minimum length of 3 times the design speed per the MnDOT Facility Design Guide. 5. Additional right-of-way triangles at Jamaica Avenue should be provided: a. Northwest quadrant of Jamaica Avenue & Ravine Parkway: Provide a triangle with a 75’ leg along the Jamaica Avenue right-of-way and a 75’ leg along the Ravine Parkway right- of-way. Wolterstorff Review Page: 2 b. Southwest quadrant of Jamaica Avenue & Ravine Parkway: Provide a triangle with a 75’ leg along the Jamaica Avenue right-of-way and a 75’ leg along the Ravine Parkway right- of-way. Sheet 11: 6. Since portions of the site drain to Lake Robert (DNR 82-83W) and it is functioning as a public stormwater basin, the entire pond HWL should be encompassed in an outlot and dedicated to the City. a. Outlot A of the Waters at Michaels Pointe encompasses a portion of the pond and should be deeded to the City for public stormwater purposes. b. Outlot B of the Waters at Michaels Pointe should also be deeded to the City as it was originally intended (it was used for park dedication and cannot be used for park dedication again). 7. Outlot H: a. Outlot H should be deeded to the City. i. An existing drainageway appears to connect to Outlot H from the west. b. Sheets 12 and 15 depicts B618 curb on the west side of Road B; D428 should be provided for additional homes in the future. c. When sewer and water are constructed per Sheet 35, services should be considered for future lots on the west side of Road B. i. If there is an intent to plat and build homes on the west side of Road B prior to final street construction, services and a ghost plat should be depicted. ii. If there is no intent on building the lots on the west side, then services should be installed with a future development. 8. Open Space sign locations were provided by the Parks Department and are attached to this memo. On final plans, depict these signs on a separate signage plan for the entire project. 9. An escrow will be collected for future trail extension along Jamaica north of Ravine Parkway. Sheet 13: 10. Final plans shall include intersection details to clarify drainage patterns and grades for all street intersections (e.g. grades around radii, where crown of street will be carried through or warped, etc.). The need for valley gutters will be reviewed once intersection details and drainage areas are provided, but typically valley gutters are placed when longitudinal grades are less than 2%. Sheet 14: 11. Final plans shall include a signage and striping plan. a. Stop signs: i. Place stop signs on all street approaches to Ravine Parkway. ii. Stop signs shall be provided on Ravine Parkway as it approaches Jamaica Ave (in boulevard and median). Wolterstorff Review Page: 3 iii. Road C & D/E intersection: place stop signs on the Road D& E approaches to Road C. b. No Parking: i. Add no parking signs on Ravine Parkway, spaced every 200-300-lf maximum. c. No Outlet: Provide a W14-2a (24x6) sign above the street name blades into Road B. d. Median on Ravine Parkway: Keep right signs will be needed on both sides of the median with an R4-7C (24x30) & OM1-2 (18x18) below. e. Speed Limit: i. 40 mph speed limit signage shall be provided on Ravine Parkway. ii. A 30 mph sign should be placed each local road as traffic enters the development. f. Directional lane signs as necessary on Ravine Parkway g. Barricades and future street extension signs shall be provided per city standard details STR-31 and STR-32 at the west ends of Ravine Parkway and Road D. Barricades shall also be placed where sidewalk or trail terminate. h. Markings: i. All lane lines to be ground-in multi-comp on Ravine Parkway and Jamaica Ave ii. All symbols and crosswalks shall be ground-in paint 12. Northbound left turn lanes and southbound right turn lane off of Jamaica Ave will need to be provided for access to Ravine Parkway. 13. Ravine Parkway & Jamaica Avenue Pedestrian Crossing: a. The Jamaica Avenue median on the north side of Ravine Parkway will need to be opened to allow an east-west pedestrian crossing and refuge. A concrete median nose should be provided in front of the pedestrian refuge. i. The south median may need to be adjusted as well to accommodate the pedestrian crossing. ii. Additional lighting should be evaluated to illuminate the pedestrian crossings, such as additional cobra head style lighting. b. For clarity, depict the existing features on the east side of Jamaica: i. Existing streetlights at Ravine Parkway and Jamaica Avenue ii. Existing trails and pedestrian ramp on the southeast side of Ravine Parkway and Jamaica Avenue. 14. Construct curb and gutter from Ravine Parkway beyond the trail to the park drive. 15. Provide 30-ft radii from all Ravine Parkway connections to local streets or park. 16. Ravine Parkway layout: a. Ensure the median approach to Jamaica matches that to the east of Jamaica Avenue, including Ravine Parkway monuments in median. Wolterstorff Review Page: 4 Sheet 15: 17. The City does not want boardwalks in the trail system; trail should go around the wetland on the northwest side of Lake Robert and the developer should evaluate fill and culverts if needed in the southwest corner. 18. Please demonstrate that the future city park can accommodate a 70’x70’ playground area and a 30’x30’ park shelter near the parking lot. Sheet 16: 19. The proposed trail appears outside of the surveyed area; keep this in mind as final plans are developed. Sheet 19: 20. For clarity, turn on the proposed right-of-way on future submittals as it appears to be missing on the north side of Road C. 21. Lot 12 Block 4: Please move the proposed private retaining wall out of the public drainage and utility easement. 22. Low area behind Lots 8-9 Block 3: a. Please label the proposed HWL (952.79); the 7.8-ft bounce appears to function like a dry basin with the significant off-site drainage to this depression. Obtain Outlot over the basin and provide a 20-ft wide pond access within the Outlot as well. Sheet 20: 23. Low area behind Lots 22-23 Block 4: a. Label the HWL and provide Outlot over the ponding area, or alternatively, modify the grading and storm sewer to eliminate overland discharge and treat this area like a typical rear-yard low point (preferred solution if possible). 24. Freeboard Standards: a. For stormwater facilities with emergency overflows, the low adjacent grade elevation for all new structures must be a minimum of 3 feet above both the peak surface water elevation for the 100-year precipitation event and 2 feet above the emergency overflow elevation of any immediately adjacent new stormwater basin. i. It appears that the following do not meet the standards: 1. Lot 3 Block 5 (interim HWL & EOF) 2. Lots 3 & 4, Block 1 (EOF) 3. Lots 6-12, Block 3 (HWL) b. For backyard and side-yard conveyance and temporary ponding areas, there must be at least 1 foot between the overland overflow elevation and the low adjacent grade elevation of the adjacent structure. 25. Long retaining wall in D&U behind Lots 2-7 Block 2: a. It is understood this wall likely cannot be located out of the public drainage and utility easement. Wolterstorff Review Page: 5 i. If it can’t be relocated, the developer will need to pursue an encroachment agreement. A common maintenance agreement will also be needed for the lots involved. b. Given the proposed height (6-ft), please communicate how this wall is intended to be built within the limits of this project or if easement will be obtained from the neighboring property. i. For any retaining wall over 4 feet tall, submit engineered drawings to city building division for review. 26. On final plans, please provide lot corner elevations on each lot within the development (e.g. rear corners on Block 5, Block 1, etc.). Sheet 21: 27. Outlot H depression: a. Label HWL in the depression b. Label the EOF for the Outlot H depression c. Identify how the drainageway from the west enters the site (culvert connection, overland flow). This drainage way should be depicted throughout the plans for clarity. Sheet 22: 28. It does not appear that the entirety of the trail north of the existing homes along 67th Street Bay can be located above the pond HWL as is typically required. a. During final design, make an effort to design as much of the trail above the HWL whenever practical. b. Ensure the trail along Jamaica Avenue is above the Lake Robert HWL; small areas of fill may be required. Sheet 23: 29. Ravine Parkway: a. Please design crest and sag vertical curves in accordance with the State Aid Manual (https://www.dot.state.mn.us/stateaid/manual.html) . 30. Local Streets: a. Ensure all vertical curves meet minimum K values for sag (37) and crest (19) curves. 31. On future submittals, please label the profile elevation of intersecting streets. 32. Final plans will require plan/profile sheets for proposed off-road trails. a. Where possible, keep trail grades to 5% or less to meet ADA standards. If needed, limit the length of 8% grades to 200-lf maximum whenever possible. Sheet 24: 33. Pond 1: a. Pond depth: for the purposes of city maintenance, please provide an 8-ft maximum depth. Wolterstorff Review Page: 6 b. Provide a 10-ft wide access route at 1:6 maximum slope down to pond maintenance bench (932-929 contours). Ensure all ponds depict contours that meet the 1:6 maximum slope around the entire access route. c. Weir wall thickness and reinforcement requirements will be reviewed and provided during final design, and once all stormwater requirements have been met (all ponds). d. The borings do not appear to extend below the bottom of the proposed basin, and the liner is depicted with a minimum thickness of 12”. Should bedrock be encountered, a recommendation shall be provided to the city by the geotechnical engineer; for example, Braun has recommended a 2’ liner over bedrock in the past. In addition, the liner shall have a minimum separation of 3-vertical feet to bedrock. e. The city will require a minimum 12” topsoil layer over any constructed clay pond liner. Sheet 26: 34. Pond 3: a. Refer to Pond 1 comments. 35. Provide a 5-ft minimum horizontal distance at a 6H:1V maximum slope immediately adjacent to a pedestrian facility (trail) if the adjacent slopes are steeper than 4H:1V. a. The trail with berm section should be modified accordingly. b. Identify where the 5-ft berm is located; it appears the berm is consistently wider on the grading plan. Sheet 28: 36. Please note on the plans that maximum impervious surface coverage for single family lots is 50% and maximum site coverage for attached dwellings is 40% total impervious. Sheet 32: 37. The scale bar appears incorrect. Sheet 33: 38. Hydrants: a. The Fire Marshall has reviewed hydrant locations and provides no further comment. 39. Valve locations: a. Ensure valve placement achieves an isolation of 20-25 homes maximum. i. The multi-family area should be adjusted accordingly. b. Coordinate with comments on Sheet 34 related to Ravine Parkway. 40. Lot 12 Block 2 & Lot 1 Block 3: Evaluate if the lots will be buildable. a. Identify if grading is required on the adjacent property, and if not, how far the permanent street can be constructed. Final plans to clarify limits of grading, utility construction, and street construction. i. Curb is depicted to the adjacent property line, as the city prefers that permanent curb be constructed adjacent to all lots being developed. Wolterstorff Review Page: 7 1. Utilities shall be extended beyond permanent street section. 2. Therefore, utility stubs should be provided into the adjacent property to the west. These stubs should be extended far enough as to not disturb the existing street when connecting. Drainage and utility easement should be obtained to cover these utility stubs. b. Snow storage from street plowing should be considered when placing the driveway and placing the driveway on the east side of the lot should be evaluated. 41. On final plans, please show service information on each lot (wye station, curb box elevation, sewer elevation at upstream end of service, top of riser elevation if applicable). a. The minimum riser height shall be 3’. Sheet 34: 42. Sanitary Sewer future stub location and elevations: a. North stub on Road D should be an 8” at an elevation of 954. b. Southern stub at Ravine Parkway should be a 12” at an elevation of 919.00. c. There is an existing 18” stub just west of Jamaica Avenue that will be connected to. A new 12” sewer could be provided along Ravine Parkway. 43. Ravine Parkway Watermain: a. Eliminate the valve west of tee at Road B/Road C since a valve would be added with a future extension. b. Valve on Ravine Parkway east of tee at Road C/Park Entrance: move valve to west side of tee. c. Please provide an irrigation stub to the Ravine Parkway median west of Jamaica Avenue. 44. City Park: provide a 6” service into the park, extending 15-ft beyond the Ravine Parkway right- of-way along the entrance drive. 45. A watermain loop is needed to serve the development. A single point of service is essentially depicted along Ravine Parkway at Jamaica Avenue. To remedy this, the 8” main along Jamaica should be run to the Road C/Ravine Parkway intersection, with a new tee just west (approx. 20- lf) of the Ravine Parkway tee by the park entrance & Road C. a. This loop should be provided in the southern portion of right-of-way away from the 12” main. 46. Please confirm which HOA outlots (A,D,E) will be irrigated. a. Irrigation services shall conform to SER-12 and SER-13. Please note that the service shall be 4” DIP with a gate valve. Sheet 39: 47. Review and resubmit drainage areas for each catch basin. Please review each catch basin’s potential to accept water and eliminate unnecessary infrastructure or utilize manholes when appropriate. For example, CB-525 is basically at the high point of the street. Wolterstorff Review Page: 8 a. Could the low point be moved from the location of CB-526 to CB-257. With reconfiguration of the storm layout, a structure and some pipe may be able to be eliminated. b. The city would rather have manholes to turn corners instead of catch basins if not needed for drainage capture. 48. CBMH-522 to CBMH-501 a. The city prefers to locate larger diameter mainline storm sewer in the street versus being routed entirely through backyards (reroute 522-501 to 522-502). b. Rear yard storm sewer: the city restricts rear yard storm sewer to a 300-ft maximum length of run for jetting. i. Reevaluate the storm sewer layout once the larger main is relocated into the street. Sheet 41: 49. Overland discharge: a. FES-3001 is terminated at the wetland delineation and not the edge of water. Please revise such that pipe extends to the normal water level of Lake Robert. b. Similarly, FES-900 is proposed to have a long overland discharge route. i. The City will entertain three options for western side of Pond 3: 1. Eliminate the 36” pipe heading east from Outlot H between Lots 1 and 2. All flow from Outlot H would go north then east and discharge into Pond 3. 2. Keep both pipes (one to north, one to east) leaving Outlot H. Route 36” pipe heading west into Pond 3. 3. Route 36” heading east from Outlot H all the way to NWL of Lake Robert. c. New discharge locations, as well as other excavation or fill below the OHW (921.53) may require a DNR permit and should be investigated. If dewatering is needed for construction, a DNR appropriation permit may be required. WCA permitting will be needed if there are temporary or permanent impacts within the wetland. Sheet 42: 50. RCP and PP pipe locations will be reviewed when plan/profiles are provided. 51. Storm sewer schedule: a. R-3067-VB castings shall be used at low points b. 27” diameter structures are not allowed; conform to city detail plates. c. A column should be added to identify which city standard detail should be followed for each proposed structure, such as STO-5. Wolterstorff Review Page: 9 Sheet 44: 52. The City Forester will review the landscape plan for details related to tree species and planting locations. List the following restrictions on the plan sheet such that they can be adhered to during installation and ensure they are applied to the proposed plan: a. Deciduous trees should be located a minimum of 5’ off any utility pipe. b. Coniferous trees should be located a minimum of 15’ off any utility pipe. c. No tree should be located within 10’ of a hydrant or 15’ from a streetlight. d. No trees should be located within a storm pond HWL. e. No trees should be located within a storm pond’s 20-ft access route, and no coniferous trees within 5’ of the 20’ pond access route. f. No coniferous trees within 20’ of a proposed sidewalk/trail. g. No deciduous trees within 5’ of sidewalk/trail/driveways. h. Trees should not be planted within drainage and utility easements i. Boulevard trees and trees within City outlots should conform to the attached approved species list. 53. The City Council will be discussing whether to continue to provide boulevard trees in front of lots; this item will be discussed at council on 1/22 and further direction will be provided afterwards. a. Not all corner lots have 2 boulevard trees (Lot 1 Block 5 on sheet 46). b. Some lots have more trees and should be limited to 2 on corner lots (Lot 30 Block 4). Sheet 45: 54. Ravine Parkway should depict sod with an HOA owned and maintained irrigation system in the boulevard. Sheet 46: 55. A 6-ft high fence with min. 50% opacity is depicted along Jamaica Avenue on the east side of Pond 2. Fence is not necessary, but if desired by the HOA the fence is not allowed in public outlot or right of-way and should be located entirely on HOA property. a. This same fence is also labeled by Lot 1 Block 8 but is not visually depicted; please confirm the intent. 56. Planning staff have provided the following comments: a. The Landscape Plans (Sheets 46 and 47), should show 3 trees plus 1 boulevard tree on the following lots: i. Lot 25 Blk 5 ii. Lot 7 Blk 5 iii. Lot 5 Blk 5 iv. Lot 6 Blk 2 v. Lot 2 Blk 2 Wolterstorff Review Page: 10 b. The following lots need 3 trees plus 1 boulevard tree on each abutting street: i. Lot 11 Blk 2 ii. Lot 11 Blk 4 iii. Lot 1 Blk 2 iv. Lot 1 Blk 4 c. The requirement for 3 trees per lot plus street tree(s) comes from 11-3-12 D of the Cottage Grove Code where Single-Family Dwelling lots 60 feet wide or less must have 2 trees per lot. On lots greater than 60 feet wide 3 trees are required per lot, no less than 2 different species. Sheet 48 states 70-foot lots require 3 rear yard trees. Sheet 57: 57. Attached to this memo are preferred street light locations and other streetlight comments. a. Streetlights shall be placed on the sidewalk side of the street (Road E, Road C). 58. This development shall use city standard detail LGT-8 instead of LGT-7 for light fixtures within the development. Ravine Parkway lighting shall be per city detail LGT-10. Stormwater Comments: 59. Rate Control: a. The proposed conditions outflow from Lake Robert increases in the 100-year event. Please work to achieve rate control at the Lake Robert outlet or explain why this is not feasible. Storm Existing Conditions Lake Robert Outflow (cfs) Proposed Conditions Lake Robert Outflow (cfs) 2-year 4.63 3.16 10-year 15.18 13.58 100-year 42.02 46.9 60. HydroCAD: a. The Lake Robert OCS Orifice is simulated as a 24” diameter vertical orifice rather than a 54”x18” vertical rectangle. Please update the model with a 54”x18” rectangular orifice, per city detail STO-23, and discharge coefficient of 1.0. b. The HydroCAD model simulates the NW Low Point as a 60" horizontal orifice connected to a 36" storm drain. Sheet 42 indicates an R-4342 casting is proposed. This casting has only 2 sq. ft. of opening and is much smaller than the 60" diameter orifice simulated in HydroCAD (19.6 sq. ft.). Please update Sheet 42 to a larger grate casting and simulate the open area provided by the casting. Please also simulate in HydroCAD the 36" storm drain along the full length from CB528 to Pond 1. c. Drainage Area S2 is not shown on the Proposed Interim or Full Development conditions drainage area maps. Please add the S2 Drainage Area to the maps. d. DA S5 is shown as 14.76 acres on Proposed Interim and Full Development Maps but the HydroCAD PDRN Developed condition model simulates this area as 15.84 acres. Please be consistent between the maps and models and explain whether this drainage area varies. Wolterstorff Review Page: 11 e. Drainage Areas: The HydroCAD model of Existing and Interim conditions includes 168 acres and does not equal the Proposed conditions model of 155 acres. The P8 model simulates existing and proposed drainage areas of 237 acres. Please update the models to be consistent or explain why the simulated areas vary between conditions and between HydroCAD and P8. 61. Water Quality Treatment: a. The stormwater narrative report states that proposed conditions include 19.95 acres of net increase in impervious requiring 712,427 cf of volume abstraction. The listed volume includes a typo and should be corrected in the narrative to 72,420 cu. ft. +/-. Sheet 27 lists the new impervious as 19.6 acres. Please be consistent between the narrative and plans. b. The P8 models submitted follow outdated SWWD guidance and don't match the current SWWD requirements. Please update the P8 models to be consistent with the current SWWD guidance: For water quality analyses using the MIDS or P8 models, the South Washington Watershed District (SWWD) Standards Manual (November 2023) includes required adjustments to the MIDS and P8 models: Model Parameter Required MIDS Retention Requirement 1.0 inch MIDS Total Phosphorus EMC, Change from Default 0.3 mg/l 0.31 mg/l P8 Precipitation and Temperature Files Download modified .pcp and .tmp files from District website P8 Start Date 1-1-1971 P8 Keep Date 1-1-1971 P8 Stop Date 12-31-2000 P8 Number of passes through the storm file 5 P8 Impervious Depression Storage 0.1 P8 Impervious Runoff Coefficient 0.9 P8 Max infiltration rate 0.8 inch/hour P8 Phosphorus Event Mean Concentration Nurp50 particle file P8 Total Suspended Solids Event Mean Concentration Nurp50 particle file The Standards Manual is available at the link below: SWWD_Standards-Guidance-Manual_Final_11062023.pdf (swwdmn.org) 62. Pretreatment: Sheets 39 to 41 show sumps on most storm drains prior to discharge to ponds. Please also provide a sump for CBMH 1001 shown on Sheets 40 & 41. 63. Pond Design: a. The Pond 3 permanent pool is 8 times greater than would be required by permanent pool sizing based on the 2.5” storm runoff for on-site areas. The permanent pools don’t need to be sized for off-site runoff. The permanent pool could be sized for the Wolterstorff site and off-site flows could be either bypassed or routed through the ponds. Wolterstorff Review Page: 12 i. Please evaluate ways to reduce the permanent pool. If flood storage is necessary, a flood bench adjacent to and above the permanent pool could be created, with the HWL area largely the same. b. Total live storage volume available for Water Quality treatment is listed in the stormwater narrative as 278,138 cu. ft., however, this value is summed incorrectly in the table and should be corrected to 462,687 cu. ft. (well in excess of the required water quality treatment volume for the site of 72,420 cu ft). c. Short Circuiting: Please work to reduce short circuiting at FES 300 and FES 700 in Pond 1 and at FES 1000 in Pond 2. 64. Floodplain: a. The existing conditions stage vs. area and storage table for Lake Robert indicates that available storage between elevation 919.39 and 926 is 124.1 acre-feet. In the proposed conditions, the available storage within Lake Robert is being reduced to 113.3 acre-feet. The floodplain storage table on Page 6 of 7 in the stormwater narrative indicates that by including the live storage within proposed Pond 3, there will not be a loss in floodplain storage. i. The table in the narrative shows 126.3 acre-feet proposed within Lake Robert and Pond 3, but the surface areas listed in HydroCAD indicate less storage (124.1 acre-feet). The surface areas listed in the proposed Floodplain table do not match the HydroCAD for Lake Robert and Pond 3. Please verify the storage calculations for the proposed conditions in the floodplain table match the HydroCAD model. ii. Sheet 15 shows the FEMA Zone A Floodplain that lies within the proposed Pond 3 and indicates that Interim and Proposed HWL’s for Lake Robert will increase from 925.03 (Existing) to 925.11 and 925.56, respectively. Please work to avoid increasing the HWL of Lake Robert as no additional impacts to the existing homes on the south side of the lake will be allowed. 65. The DNR advised a CLOMR/LOMR is required because the floodplain boundaries are being changed by the proposed grading and the base flood elevation (BFE) has increased over 0.5 feet (as shown in the hydraulics completed for the city outlet construction project). Upon final design, please plan to work with the city on a CLOMR/LOMR submittal to FEMA. a. Lot 2 Block 1: The current Zone A floodplain extends onto the house pad (See Sheet 21). Without submitted documentation that the floodplain has changed, this house would officially be within the floodplain. 66. Wetland Buffer: Continued coordination with the South Washington Watershed District regarding requirements for paved trails within Wetland Buffers will be required for plan approval. 67. Freeboard: a. Refer to comments on Sheet 20. Wolterstorff Review Page: 13 68. Rational Design: a. The rational design spreadsheet states that the design storm frequency is 10 years, but the intensity values match an Altas 14 5-year design. Please update the spreadsheet text to indicate "5-year" design intensity. b. Please include the 100-year ponded discharges from Ponds 1, 2 and 3 and the NWLP and OHLP within the rational design spreadsheet and include the 5-year design catch basin inflows from on-site and 100-year off-site flows that are expected to be collected and conveyed through the trunk storm drains. For example, flows from the northwest that will be collected and conveyed from CB 528 to FES 500, and flows from the west collected at FES 806 and FES 903. 69. Wetlands: The South Washington Watershed District will act as the Local Government Unit (LGU) for administration of the Wetland Conservation Act (WCA). Please provide copies of any permitting correspondence to the city. 70. SWPPP: We reviewed the SWPPP using the MPCA Construction Stormwater Permit checklist. Please consider the following additions to the SWPPP: a. Document training for trained individuals b. Add detail in narrative about pipe outlet energy dissipation. c. If dewatering or backwash water activities are planned, they need to be noted in the plans. d. Add to inspections: Rainfall amounts must be obtained by a properly maintained rain gauge installed onsite, or by a weather station that is within one mile or by a weather reporting system. Observe any discharge that may be occurring during the inspection. Discharge should also be described and photographed. e. Add plan for portable toilets on site. f. Add to maintenance: All sediment deposits and deltas must be removed from surface waters (including drainage ways, catch basins, and other drainage systems) and the removal areas restabilized within seven days. Sediment on paved surfaces must be removed within one calendar day of discovery. 71. Models and CAD Files: Please note that digital copies of the final version stormwater models (HydroCAD) and shapefiles or CAD drawings of existing and proposed drainage areas are to be submitted to the city once the review and revision process is complete. CITY OF COTTAGE GROVE, MINNESOTA ORDINANCE NO. 1093 AN ORDINANCE FOR THE CITY OF COTTAGE GROVE, MINNESOTA AMENDING CITY CODE TITLE 11-2-6, ZONING MAP, VIA REZONING CERTAIN PROPERTY IN SECTIONS 3 AND 4 FROM AG-2, AGRICULTURE, TO R-4, TRANSITIONAL RESIDENTIAL DISTRICT The City Council of the City of Cottage Grove, Washington County, Minnesota, does ordain as follows: SECTION 1. AMENDMENT. The City of Cottage Grove’s Official Zoning Map as referenced in Section 11-2-6 of the “Code of the City of Cottage Grove,” County of Washington, State of Minnesota, shall be amended by rezoning 72.18 acres of land legally described below from AG-2, Agriculture, to R-4, Transitional Residential: That part of the East half of the Northeast Quarter of Section 4, except that portion lying northeasterly of County Road No. 20, Section 4, Township 27, Range 21, Washington County, Minnesota. AND That part of the West half of the Northwest Quarter of Section 3, except that portion lying northeasterly of County Road No. 20 and easterly of Jamaica Avenue, Washington County, Minnesota. Abstract Property SECTION 2. REZONING. The Official Zoning Map shall be amended by changing the zoning classification of the 72.18 acres of land legally described above from AG-2, Agriculture, to R-4, Transitional Residential, based on the following findings: A. The Future Land Use Map in the 2040 Comprehensive Plan identifies the future land use of the subject property as Low Density Residential and Parks/Open Space. B. The proposed R-4, Transitional Residential District, and its development standards, are consistent with the proposed low density residential land use designation in the Future Land Use Map of the City’s 2040 Comprehensive Plan. C. The proposed recreation trail and neighborhood park are consistent with the Parks/Open Space designation in the Future Land Use Map of the City’s 2040 Comprehensive Plan. D. The proposed preliminary plat is consistent with the low density residential land use designation for this area. E. The subject property is within the MUSA and can be properly served by public utilities. F. The proposed development helps provide the city with a diverse mix of housing types that are needed to serve all income levels and stages in the life cycle. City of Cottage Grove, Minnesota Ordinance No. 1093 Page 2 of 2 SECTION 3. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes Section 412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of the entire ordinance is available without cost at the office of the City Clerk, the following summary is approved by the City Council and shall be published in lieu of publishing the entire Official Zoning ordinance: “The City of Cottage Grove’s Official Zoning Map (City Code Title 11-2-6) shall be amended by rezoning 72.18 acres of land generally located south of the Woodbury border, west of Jamaica Avenue, and north of The Waters at Michael’s Pointe development, from AG-2, Agriculture, to R-4, Transitional Residential.” SECTION 4. EFFECTIVE DATE. This ordinance amendment shall be in full force and effective from and after adoption and publication according to law. Passed this 19th day of February, 2025. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk CITY OF COTTAGE GROVE CITY COUNCIL RESOLUTION NO. 2025-020 RESOLUTION APPROVING THE PRELIMINARY PLAT NAMED LOCHRIDGE WHEREAS, Pulte Homes of Minnesota, LLC has applied for a preliminary plat for a residential subdivision to be called Lochridge, which subdivides 72.18 acres of land into 99 lots for single-family homes, 84 townhome lots, and 8 outlots to be located on property legally described as: That part of the East half of the Northeast Quarter of Section 4, except that portion lying northeasterly of County Road No. 20, Section 4, Township 27, Range 21, Washington County, Minnesota. AND That part of the West half of the Northwest Quarter of Section 3, except that portion lying northeasterly of County Road No. 20 and easterly of Jamaica Avenue, Washington County, Minnesota. Abstract Property WHEREAS, public hearing notices were mailed to surrounding property owners within 500 feet of the proposed development site and a public hearing notice was published in the Saint Paul Pioneer Press; and WHEREAS, the Planning Commission held the public hearing on this application on January 27, 2025; and WHEREAS, the public hearing was open for public testimony and testimony from the appli- cant and the public was received and entered into the public record; and WHEREAS, the Planning Commission voted 4-3 to recommend approval of the preliminary plat to be called Lochridge, subject to certain conditions. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the preliminary plat for a residential subdivision to be called Lochridge, which subdivides 72.18 acres of land into 99 lots for single-family homes, 84 townhome lots, and 8 outlots, located on the property legally described above. The approval of the preliminary plat is subject to the following conditions: General Development 1. The developer and builders must comply with all city ordinances and policies except as may be modified by agreement of the Applicant and City staff. 2. The Applicant must obtain appropriate building permits from the City, and permits or approvals from other regulatory agencies including, but not limited to: South City of Cottage Grove City Council Resolution No. 2025-020 Page 2 of 5 Washington Watershed District, Minnesota Department of Health, Minnesota Department of Natural Resources, and Minnesota Pollution Control Agency. 3. The Applicant shall enter into a development agreement with the City. The develop - ment agreement shall be executed by the Applicant prior to City Council approval of the final plat. 4. The Applicant shall incorporate into the final plat the recommendations, require - ments, and evaluations noted in the Bolton & Menk memorandum dated January 17, 2025, subject to modifications that are agreed to by the developer and City Engineer. All comments shall be adopted herein by reference. Platting, Land Dedication, and Easements 5. The project shall be completed in accordance with the plans submitted and as amended by the conditions of approval and as approved by the City Engineer. Any significant changes to the plans, as determined by Planning staff, shall require review and approval by the Planning Commission and City Council. 6. Outlots B, C, F, G, H, and outlots required to be created in northwest corner of site and south of Lots 22 and 23 Block 4 shall be deeded to the City at the time of recording of the final plat. 7. Outlots A and D shall be owned and maintained by the HOA. 8. The park dedication requirements will be satisfied upon dedication of Outlot G and Outlots A and B of The Waters at Michael’s Pointe. Construction and Grading 9. A grading permit and financial guarantee is required prior to beginning any site work. 10. Upon completing the installation of sanitary, water, and storm utilities, an as -built survey of these utilities must be submitted to the city. Electronic copies of site utilities must be submitted to the city. 11. The Developer shall be responsible for constructing the trail segment around Lake Robert. The Developer is responsible for working with neighboring property owners and ensuring all personal property encroachments are removed from Outlot A of the Waters at Michael’s Pointe before the City will accept Outlot A for public use. Lot Performance Standards 12. The architectural standards of the homes shall be consistent with the following: a. Architectural design is required on all four sides of the principal structure. b. Architectural materials must be varying on the front façade of the principal struc- ture (shakes, board and batten, accent siding, shutters, window boxes, etc.). City of Cottage Grove City Council Resolution No. 2025-020 Page 3 of 5 13. Once a house plan is approved for a given lot, no identical house plan may be con- structed on the five lots surrounding it, i.e., the lots adjacent on either side, the lot most directly across the street, and the lots adjacent to the lot most directly across the street. Utilities 14. The Developer is responsible for providing the necessary easements and for build- ing the road and utility improvements serving the site. All drainage and utility ease- ments, as recommended by the City Engineer, must be shown on the final plat and dedicated to the City for public purposes. Streets 15. Future road connection signs shall be provided at the future road access point in the western portion of the development. Landscaping and Irrigation 16. Irrigation systems installed within City right-of-way are solely the responsibility and risk of the developers, or individual. The City is not responsible or liable for any damage or costs related to installation, damage, or replacement of lawn irrigation systems placed in the boulevard as a result of City use of or future changes in the right of way. 17. The Developer is responsible for establishing the final grades, topsoil, and sodding of all the lots, outlots, and boulevards within the subdivision. 18. Two yard trees and ten shrubs shall be installed within each lot less than 50 feet wide. One yard tree shall be located in the front yard. The front yard tree may be an understory tree. 19. Three yard trees (no less than two different species), and ten shrubs shall be in - stalled within each lot greater than 50 feet wide. One yard tree shall be located in the front yard. The front yard tree shall be an overstory tree. 20. Prior to releasing the plat for recording, a final landscaping plan shall be approved by planning staff in writing. Onsite Infrastructure Improvements 21. A street lighting plan must be submitted by the developer and approved by the City Engineer. 22. The developer must place iron monuments at all lot and block corners and at all other angle points on property lines. Iron monuments must be placed after all site and right-of-way grading has been completed in order to preserve the lot markers for future property owners. 23. The developer is responsible for the cost and installation of park and open space markers at the corners of private properties abutting Outlot B, C, F, and as yet un- named outlots in the northwest corner of site and south of Lots 22 and 23 Block 4. The open space markers must be installed before a building permit is issued for the City of Cottage Grove City Council Resolution No. 2025-020 Page 4 of 5 lot that abuts the recommended marker location. The actual number of park bound- ary markers is outlined in Bolton & Menk plan review letter dated January 17, 2025. 24. The developer shall contact the electric, telephone, gas, and cable companies that are authorized to provide service to the property to ascertain whether any of those utility providers intend to install underground lines within the development. 25. The developer is responsible for all street maintenance; upkeep and repair of curbs, boulevards, and sod; and street sweeping until the project is complete. All streets must be maintained free of debris and soil until the subdivision is completed. The developer hereby agrees to indemnify and hold the City harmless from any and all claims for damages of any nature whatsoever arising out of developer’s acts or omissions in performing the obligations imposed upon developer by this paragraph. 26. The developer will provide to the City copies of test results, suppliers, subcontrac - tors, etc., relating to the work to be performed by the developer. The developer agrees to furnish to the City a list of contractors being considered for retention by the developer for the performance of the work described in the development agreement. 27. The developer is responsible for the control of grass and weeds in excess of eight inches on vacant lots or boulevards within their development. Failure to control grass and weeds will be considered a developer’s default and the City may, at its option, perform the work and the developer shall promptly reimburse the City for any expense incurred by the City. 28. Developer will be required to conduct all major activities to construct the public improvements during the following hours of operation: Monday through Friday 7:00 A.M. to 7:00 P.M. Saturday 9:00 A.M. to 7:00 P.M. (with prior approval from the City Engineer) Sunday/City Holidays Not Allowed This does not apply to activities that are required on a 24 -hour basis such as de- watering or bi-pass pumping, etc. Any deviations from the above hours are subject to approval of the City Engineer. 29. All debris, including brush, vegetation, trees, and demolition materials, shall be properly disposed of off-site; burying construction debris, trees, and other vegetation is prohibited. Burning of trees and structures is prohibited, except for fire training only. 30. The Developer grants the City, its agents, employees, officers, and contractors per - mission to enter the site to perform all necessary work and/or inspections during grading and the installation of public improvements by the developer. City of Cottage Grove City Council Resolution No. 2025-020 Page 5 of 5 31. The developer is responsible for completing the final grade on all lots and ensuring all boulevards and yards have a minimum of four inches of organic topsoil or black dirt on them. Placement of organic topsoil or black dirt, sod, and shrubs must not be transferred to homeowners. 32. Notwithstanding any other provision of this resolution to the contrary, the City will issue building permits for model homes as noted in the developer’s agreement to be approved with the final plat. An unobstructed gravel surface road extension from a paved street surface to the proposed model home’s driveway is required. 33. The developer is responsible to require each builder to provide an on -site dumpster to contain all construction debris, thereby preventing it from being blown off -site. It is the responsibility of the developer to ensure no debris blows on or off site. 34. Adequate portable toilets must be on-site at all times during construction of utilities, roadways, and houses. At no time shall any house under construction be more than 250 feet away from any portable toilet. Toilets must be regularly emptied. 35. At all times during construction, the approved SWPPP must be followed. The City may impose additional erosion control requirements if it is determined that the methods implemented are insufficient to properly control erosion. 36. The Developer is responsible for erosion control inspection fees at the current rates. If the developer does not reimburse the City for the costs the City incurred for such work within thirty (30) days, the City may draw down the letter of credit to pay such costs. 37. Temporary parking during construction shall be permitted on only one side of the street. Passed this 19th day of February 2025. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk