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02. Gateway Trail Project Update Staff Report Date of Meeting: July 2, 2025 For: Honorable Mayor and Council From: Kyle Morell, City Administrator Subject: Gateway Trail Project Background In 2022, the City approved an application to the Legislative-Citizens Commission on Minnesota Resources (LCCMR) for funding of a section of the Gateway Trail that runs from Oakhill Road. N. to the city-owned Annex property. LCCMR projects are funded through the Environment and Natural Resources Trust Fund (ENRTF). In 1988, and again in 2024, Minnesota voters approved or recertified a constitutional amendment establishing the ENRTF, a fund that originates from a combination of Minnesota State Lottery proceeds and investment income. Since 1991, ENRTF has provided approximately $1.1 billion for over 1,700 projects around the state. The City’s application to LCCMR for funding for its Gateway Trail Project was awarded funding at the end of the 2023 legislative session. The appropriation language stated the following: $2,689,000 the first year is from the trust fund to the commissioner of natural resources for an agreement with the city of Scandia to engineer and construct a segment of the Gateway State Trail between the city of Scandia and William O'Brien State Park that will be maintained by the Department of Natural Resources. The segment to be constructed includes a pedestrian tunnel and trailhead parking area. This project must be designed and constructed in accordance with Department of Natural Resources state trail standards. Engineering and construction plans must be approved by the commissioner of natural resources before construction may commence. This appropriation is available until June 30, 2027, by which time the project must be completed and final products delivered. The City’s engineer, Bolton & Menk, began design and engineering work on the trailhead, trail, and tunnel section shortly after the City secured funds. The City also had a $100,000 grant from the DNR to complete preliminary work on the trail project, which was sent in 2023 and 2024. TO date, the City has spent $192,189.84 of the grant funding for the design and engineering of the project, all of which has been reimbursed from the State. Public Meeting Review The city held a public information meeting on Wednesday, June 11, 2025. Representatives from the City, County, and DNR were present to answer residents' questions. The residents expressed concerns about the project's cost, the need for a tunnel, and the project's timing. Many felt it would be better to delay construction of this section until the connecting section from the park is completed. Project Engineer Isiah Bubany explained that the original project estimates, conducted in 2019 and 2021, did not include property survey work, which decreased their accuracy. The DNR explained that the tunnel is a requirement for constructing all new state trails, while also acknowledging that at-grade crossings of state trails exist. The tunnel is installed for safety reasons and is supported by the County and included in the approving legislation. It is unclear whether the project can be amended to remove the tunnel component. As for delaying the project. If the City chooses not to proceed with the project and return the LCCMR funding, I believe it would not be easy to convince LCCMR to award funding for this project in the future. Also, starting in 2024, all LCCMR applications will require a 25% match from the applicant. Our application and funding do not require a local match. A local match for a future project application of the same scope would equal approximately $1 million. Project Engineer Isiah Bubany has provided a memo summarizing the project cost estimates and available funding, which is attached. Also attached are the current Gateway Trail Work Plan and Reporting document, a current set of plans for the trail, and a concept map from the DNR of the Gateway Trail from Scandia through William O’Brien State Park. Attachments: Memo from Bolton & Menk Summarizing Project Cost and Funding Gateway Trail Approved Work Plan and Reporting Gateway Trail Progress Plot Plan Set DNR Concept Map of Gateway Trail from Scandia through William O’Brien State Park 14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.ci tyof scandia.com July 2, 2025 Honorable Mayor and City Council 14727 209th Street N Scandia, MN 55073 Re: MNDNR Gateway Trail Project Project Overview/Update Dear Mayor and Council: Funding pursuits for this project began in 2018 during the initial design of the northern trail portion of this project. In 2023 design was picked up again to implement the northern trail portion into a larger project including a realignment of County Road 52 and the installation of the box culvert underpass. The following breakdown highlights important aspects of the project’s costs, funding, public engagement, issues, and project timeline for the purposes of council discussion. Funding Funding for this project has been received from multiple sources in an effort to cover the entirety of the project costs. The City of Scandia has received the following commitments as it pertains to funding: • $800,000.00 from Washington County for the work related to the realignment of County Road 52. • $2,689,000.00 from the LCCMR Grant designated for the construction of the trail in its entirety (includes the mention of an underpass in the grant language). • $200,000.00 in additional funding from the DNR for the project as a whole. The total funding allocated for this project is $3,689,000.00. Project Costs Engineering Project Cost Estimations have been completed throughout the design phase of this project to track the uptick in costs due to inflation and design aspect changes, which were laid out in further detail at the March 18th City Council Meeting. Currently our project costs are estimated as shown below: Northern Trail Portion: $946,226.50 County Road 52 Realignment: $2,915,376.57 Engineering: $369,264.00 *Total: $4,230,867.07 *Small changes will be made prior to bidding that will impact this cost estimation. 14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.ci tyof scandia.com The current projections leave us with a funding gap of $541,867.07. This funding gap will be discussed further once bids have been received for the project, as that will determine how much/if any additional funding is required to complete the project. Public Engagement An initial public engagement meeting was held back in 2018 prior to the addition of the County Road 52 realignment portion of the project. Between 2018 and 2024 there were no additional public meetings held. In the late winter and spring of 2025 Kyle and Isiah reached out to property owners along the project corridor to discuss design aspects and impacts to individual properties. Multiple on-site meetings were held which generated the idea to conduct another public meeting which was held on Wednesday, June 11th. While this was not a requirement of the project or other agency involved, the City felt that this would be crucial to hearing input from property owners and answering outstanding questions. The City of Scandia, Bolton and Menk, Washington County, and the MNDNR all had representatives available to answer questions and provide information to those who attended. Public Issues There were two main issues brought up by the public which were shared among the majority of those in attendance: 1. Why is the box culvert necessary? 2. Why construct the box culvert now? 3. Why build this now and have the trail dead end south of CR 52? The answer to these questions was discussed with those in attendance and summarized below: 1. The MNDNR avoids “at-grade” trail crossings whenever possible on new state trail projects for the safety of the users. There are a few instances across the state where this is not currently the case but will be further investigated in the future to see if these can be re-designed to ultimately remove all “at-grade” crossings. a. The MNDNR has allowed this project to have the horse trail crossing “at-grade” to help with cost savings and minimize overall project impact. 2. The box culvert is being proposed to be installed as part of this project for the following reasons: a. The County is currently committing funds to help with this project which is not guaranteed in the future. b. The LCCMR grant money must be used by 2027 or will no longer be eligible for to aid this project. c. **Since the award of the LCCMR grant funding, the rules have changed. In the future the City would be required to match up to 25% of the LCCMR grant funding which is not currently required. 3. All trails are built in segments, as it is too expensive to build extremely long trails all in one project. The goal of this project is to get the trail across CR 52 so that the MNDNR can connect to it in the future as they continue this project south to William O’Brien State Park. **This point was not explicitly made during the public meeting on June 11th. 14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.ci tyof scandia.com Upcoming Project Timeline Approve Plans & Specifications/Authorize Ad for Bid October 21, 2025 Bid Opening November 12, 2025 Consider Contract Award at City Council Meeting November/December 2025 Construction May - September 2026 Future Project Timeline MNDNR has obtained funding for and will begin design for southern extension to William O’Brian State Park in the summer of 2025. At this time no funding has been obtained for construction costs of the southern extension. That will be applied for by the MNDNR at a later date that has yet to be determined (The MNDNR has verbally expressed that this could be 3-5 years away for construction). Please do not hesitate to contact me with any questions regarding this project at 651-308-1491. Sincerely, Isiah Bubany, P.E. Project Engineer Enclosures: 95% Draft Plan Set 1 Environment and Natural Resources Trust Fund M.L. 2023 Work Plan and Reporting General Information Date: June 18, 2025 ID Number: 2023-110 Staff Lead: Tiffany Schaufler Project Title: Scandia Gateway Trail to William O'Brien State Park Project Budget: $2,689,000 Project Manager Information Name: Kyle Morell Organization: City of Scandia Office Telephone: (651) 433-2274 Email: k.morell@ci.scandia.mn.us Web Address: https://www.cityofscandia.com/ Project Reporting Reporting Status: Update Approved & Amendment Approved Date of Last Action: May 20, 2025 Next Due Date: October 1, 2025 Reporting Schedule: April 1 / October 1 of each year. Project Completion: December 31, 2026 Legal Information Legal Citation: M.L. 2023, Chp. 60, Art. 2, Sec. 2, Subd. 09g Appropriation Language: $2,689,000 the first year is from the trust fund to the commissioner of natural resources for an agreement with the city of Scandia to engineer and construct a segment of the Gateway State Trail between the city of Scandia and William O'Brien State Park that will be maintained by the Department of Natural Resources. The segment to be constructed includes a pedestrian tunnel and trailhead parking area. This project must be designed and constructed in accordance with Department of Natural Resources state trail standards. Engineering and construction plans must be 2 approved by the commissioner of natural resources before construction may commence. This appropriation is available until June 30, 2027, by which time the project must be completed and final products delivered. Appropriation End Date: June 30, 2027 3 Narrative Project Summary: Complete construction-ready Gateway State Trail segment between Scandia Village Center and William O'Brien State Park with highway tunnel and trailhead parking lot on ROW already acquired by DNR. Describe the opportunity or problem your proposal seeks to address. Include any relevant background information. This project takes significant step towards fulfilling Minn. Stat. §85.015 Subd. 14, by financing the final engineering and construction of the Gateway State Trail on an already acquired easement between the Scandia Village Center and William O'Brien State Park. William O’Brien is one of the State’s most accessible and heavily used parks due to its location and amenities, particularly its very heavily used campgrounds. This link will serve the long-term statutory goal of establishing a recreational trail connection between the City of Taylors Falls and the State Capital and connecting two State Parks via the Gateway Trail. In the short-term this trail will connect the State Park and the City of Marine on St. Croix with the City of Scandia's Community Center Park, which will offer a variety of new recreational opportunities to the State Park users, including several playgrounds, tennis/pickleball courts, ice rinks, a skatepark, a t-ball field and year- around park restroom facilities. The trail, which will pass through natural and agricultural areas, will also serve as a trail connection to Scandia's Gammelgården Museum—a statewide resource honoring Swedish immigrant history-- and the much-anticipated Scandia Regional Arts and Heritage Center. What is your proposed solution to the problem or opportunity discussed above? Introduce us to the work you are seeking funding to do. You will be asked to expand on this proposed solution in Activities & Milestones. This project proposes the construction of the segment of the Gateway Trail between William O'Brien State Park and the Scandia Village Center. This construction ready project includes the addition of a trailhead parking lot in Scandia Village Center on a city-owned property, an approximately 1-mile trail segment from the trailhead to Washington County Highway 52 where a trail tunnel under the Highway 52 road grade will be added to facilitate safe highway crossing. The final 0.8-mile connection from the Highway 52 tunnel crossing will be completed at a later time when the Minnesota DNR completes internal park trail improvements, which is anticipated in the next two years or so. Acquisition of necessary easements has been accomplished and in 2019-2020 the DNR funded trail engineering work on this segment, so it is shovel ready. A City legislative initiative from several years ago was successful in encouraging the passage of legislation to allow immediate use of recreational trail easements on land in Metro Agricultural Preserves in anticipation of an early start on this segment. What are the specific project outcomes as they relate to the public purpose of protection, conservation, preservation, and enhancement of the state’s natural resources? Protection of natural resources will be achieved by avoiding or minimizing adverse impacts to water, wildlife and wetlands along the trail corridor. Conservation and Preservation will be achieved by complying with all state environmental laws including the Minnesota Environmental Protection Act (MEPA) and the Minnesota Wetland Conservation Act (WCA) through a consultant accredited by the Board of Water and Soil Resources (BWSR). Enhancement of the state’s natural resources will be achieved by providing greater access for Minnesotans to appreciate the natural beauty along the trail route. Project Location What is the best scale for describing where your work will take place? Region(s): Metro What is the best scale to describe the area impacted by your work? Statewide 4 When will the work impact occur? During the Project 5 Activities and Milestones Activity 1: Environmental, final engineering, Construction of highway Realignment, Ped. Tunnel, and 2,000ft of trail on north side of CR52 Activity Budget: $2,148,000 Activity Description: All environmental research work, including environmental assessments and a cultural survey, will be prepared to comply with MEPA environmental review, WCA requirements, and any other applicable laws in accordance with requirements by DNR Parks and Trails Division staff. The city will coordinate with DNR staff to obtain any and all applicable permitting, including the US Army Corps of Engineers. This work is in-kind and will not require using the project budget. Any permit requiring additional engineering will be done simultaneously. Construction to re-align Washington County Road 52 (Oakhill Road) will be completed for 2,000 feet to accommodate approx. 2,000 feet of trail on the north side of the highway, pursuant to the trail plan. The 2,000 feet trail segment will be constructed along to reach the underground tunnel necessary for safe crossing of the County highway as required by DNR trail standards. Preliminary engineering was completed by the Washington County Public Works Department and the City’s Engineering firm, Bolton and Menk. Final engineering and design specifications will need to be prepared. Services will be acquired through the City's contract and bidding process. Construction will not commence until approval of engineering and construction plans by the DNR. Activity Milestones: Description Approximate Completion Date Completion of any applicable wetland delineation and applicable survey work December 31, 2023 Completion of Environmental and Cultural Assessments December 31, 2023 DNR approval of engineering and construction plans September 30, 2025 Completion of Final Plans and Specifications January 31, 2026 Project Bidding February 28, 2026 Completion of remaining reports for receipt of permit approvals and survey updates March 31, 2026 Construction of Hwy 52 realignment, tunnel and parallel trail begins May 31, 2026 Project Completion December 31, 2026 Activity 2: Environmental, final engineering, Construction Trailhead parking lot and connecting trail to northern edge of CR52 right-of-way Activity Budget: $541,000 Activity Description: All environmental research work, including environmental assessments and a cultural survey, will be prepared to comply with MEPA environmental review, WCA requirements, and any other applicable laws in accordance with requirements by DNR Parks and Trails Division staff. The city will coordinate with DNR staff to obtain any and all applicable permitting, including the US Army Corps of Engineers. This work is in-kind and will not require use of the project budget. Any permit required additional engineering will be done simultaneously. A trailhead parking lot will be constructed at the Scandia Village Center terminus located at 14800 Oakhill Rd, along with a 0.8-long recreational trail segment to the northern edge of CR 52. 6 Preliminary engineering was completed by the Washington County Public Works Department and the City’s Engineering firm, Bolton and Menk. Final engineering and design specifications will need to be prepared. Services will be acquired through the City's contract and bidding process. Construction will not commence until approval of engineering and construction plans by the DNR. Activity Milestones: Description Approximate Completion Date Completion of any applicable wetland delineation and applicable survey work December 31, 2023 Completion of Environmental and Cultural Assessments December 31, 2023 DNR approval of engineering and construction plans September 30, 2025 Completion of final Plans and Specifications January 31, 2026 Project Bidding February 28, 2026 Completion of remaining reports for receipt of permit approvals and survey updates March 31, 2026 Construction begins on Trailhead Parking Lot at 14800 Oakhill Rod (CR52) May 31, 2026 Project completion December 31, 2026 7 Project Partners and Collaborators Name Organization Role Receiving Funds Wayne Sandberg Washington County Public Works Project Partner and Fiscal Agent Yes Ryan Goodman, P.E. Bolton & Menk Scandia City Engineer (preliminary engineer of project) No Kent Skaar DNR Parks And Trails Division Project Partner No Project Administrator and Engineer TBD To be contracted to complete final engineering and to carryout project administration. Funds to be paid during the course of the project. Selection through City contracting and bidding process. Yes Dissemination Describe your plans for dissemination, presentation, documentation, or sharing of data, results, samples, physical collections, and other products and how they will follow ENRTF Acknowledgement Requirements and Guidelines. Acknowledgement of ENRTF's funding of this project will be denoted on signage at the trailhead location. The City of Scandia will also prepare a press release for newspaper, city website, City Facebook page, and Next Door account recognizing ENRTF's significant role in making this project possible. This notice will be done in accordance with ENRTF Acknowledgement Guidelines. Our Fall newsletter includes full acknowledgement to ENRTF and LCCMR. The press release will also attempt to include additional optional language and the fund logo. Long-Term Implementation and Funding Describe how the results will be implemented and how any ongoing effort will be funded. If not already addressed as part of the project, how will findings, results, and products developed be implemented after project completion? If additional work is needed, how will this work be funded? This project will result in the construction of a state trail which will be under the maintenance and stewardship of the Minnesota Department of Natural Resources (DNR). No results, findings or other unanswered questions are anticipated to result from this project. Additional construction of future trail segments may be obtained through state appropriation and/or other grant opportunities available to the City of Scandia and/or the DNR based on their respective budgets and priorities. We will work to close the 12% project funding gap with our project partners and anticipate full completion of this project. 8 Budget Summary Category / Name Subcategory or Type Description Purpose Gen. Ineli gible % Bene fits # FTE Class ified Staff? $ Amount $ Amount Spent $ Amount Remaining Personnel Sub Total - - - Contracts and Services Project Engineer and Project Administration Service Contract The Consultant will complete final engineering, design, and specifications for the project and carryout project administration responsibilities including prevailing wage, compliance under the supervision of the City. 4 $30,000 $25,000 $5,000 Project Engineer and Project Administrator Service Contract The Consultant will complete final engineering, design, and specifications for the project and carryout project administration responsibilities including prevailing wage, compliance under the supervision of the City. 4 $184,632 $101,228 $83,404 TBD Service Contract Construction of state trailhead parking lot at Scandia Village Center and connecting trail to County Road 52 2.41 $511,000 - $511,000 TBD Service Contract Construction of County Road 52 realignment, pedestrian tunnel and 2,000 feet of state trail on north side of County Road 52 11.48 $1,963,368 - $1,963,368 Sub Total $2,689,000 $126,228 $2,562,772 Equipment, Tools, and Supplies Sub Total - - - Capital Expenditures Sub Total - - - 9 Acquisitions and Stewardship Sub Total - - - Travel In Minnesota Sub Total - - - Travel Outside Minnesota Sub Total - - - Printing and Publication Sub Total - - - Other Expenses Sub Total - - - Grand Total $2,689,000 $126,228 $2,562,772 10 Classified Staff or Generally Ineligible Expenses Category/Name Subcategory or Type Description Justification Ineligible Expense or Classified Staff Request 11 Non ENRTF Funds Category Specific Source Use Status $ Amount $ Amount Spent $ Amount Remaining State Cash Minnesota DNR Parks and Trials For the design, wetland delineation, environmental cultural, and land surveying, engineering, permitting, and construction. Secured $100,000 $100,000 - State Sub Total $100,000 $100,000 - Non- State Cash City with secure these funds with the potential help of project partners. For use for Project construction and preparation. Project can be down scaled. Potential $281,000 - $281,000 In-Kind City of Scandia dedicated property Property dedicated to hosting a trailhead parking site. Secured $100,000 - $100,000 Non State Sub Total $381,000 - $381,000 Funds Total $481,000 $100,000 $381,000 12 Attachments Required Attachments Visual Component File: 4f9b8f63-9d7.pdf Alternate Text for Visual Component Gateway to Scandia Presentation... Board Resolution or Letter Title File City Authorizing Resolution beddf2ea-c6e.pdf Supplemental Attachments Capital Project Questionnaire, Budget Supplements, Support Letter, Photos, Media, Other Title File DNR Parks and Trails Letter of Support & Authorization 5bb4c37d-3b1.pdf Preliminary engineered plans fc896076-554.pdf Background Check Certification Form_2022-08-31.pdf 7ad5059c-2a8.pdf Work Plan 2023-110: Scandia Gateway Trail to William O'Brien State Park ef9ff280-468.pdf Media Links Title Link Fall 2024 Newsletter https://weblink.cityofscandia.com/WebLink/DocView.aspx?id=117174&dbid=0&repo=Laserfiche Difference between Proposal and Work Plan Describe changes from Proposal to Work Plan Stage Project Schedule amended and Budget amended, $281000 removed from project budget but to be obtained prior to construction. 13 Additional Acknowledgements and Conditions: The following are acknowledgements and conditions beyond those already included in the above workplan: Do you understand and acknowledge the ENRTF repayment requirements if the use of capital equipment changes? N/A Do you understand that travel expenses are only approved if they follow the "Commissioner's Plan" promulgated by the Commissioner of Management of Budget or, for University of Minnesota projects, the University of Minnesota plan? N/A Does your project have potential for royalties, copyrights, patents, sale of products and assets, or revenue generation? No Do you understand and acknowledge IP and revenue-return and sharing requirements in 116P.10? N/A Do you wish to request reinvestment of any revenues into your project instead of returning revenue to the ENRTF? N/A Does your project include original, hypothesis-driven research? No Does the organization have a fiscal agent for this project? Yes, Washington County Do you understand that a named service contract does not constitute a funder-designated subrecipient or approval of a sole-source contract? In other words, a service contract entity is only approved if it has been selected according to the contracting rules identified in state law and policy for organizations that receive ENRTF funds through direct appropriations, or in the DNR’s reimbursement manual for non-state organizations. These rules may include competitive bidding and prevailing wage requirements Yes, I understand 14 Work Plan Amendments Amendment ID Request Type Changes made on the following pages Explanation & justification for Amendment Request (word limit 75) Date Submitted Approved Date of LCCMR Action 1 Amendment Request • Other • Budget - Professional / Technical Contracts The original engineering amount submitted for Activity 1 was below the actual design and engineering cost, which has increased but not dramatically. I do not know why the previous City Administrator submitted it this way. I wish to amend the construction and engineering service contract to move funds from the construction contract to the project's design and engineering contract. Proposed non-ENRTF funds are scheduled for construction and are not available for design and engineering. January 16, 2025 Yes January 23, 2025 15 Status Update Reporting Status Update April 1, 2025 Date Submitted: April 8, 2025 Date Approved: May 20, 2025 Overall Update The City and the DNR are working towards achieving the outcomes described in the grant. The cultural resources fieldwork has been completed but will not be submitted until next year. There were no concerns with the results, and we do not anticipate any SHPO roadblocks. Wetland delineation and Survey work were completed in 2023. The City engineer is working with Washington County and the DNR on the trail design and road crossing. 90% plans are completed. Minimal design work remains due to expected resident feedback over the next few months. Activity 1 The City and the DNR are working towards achieving the outcomes described in the grant. The City engineer is working with Washington County and the DNR on the trail design and road crossing. 90% plans are completed. Survey work altered the project due to the required fill to install the box culvert under County Rd 52 and safely tie it into existing conditions. Minimal design work remains due to expected resident feedback over the next few months. The City and DNR are working on the final joint powers agreement, which will provide the DNR approval process for the design and construction access, along with the final approval of the project following construction. This should be completed late this year. Activity 2 The City and the DNR are working towards achieving the outcomes described in the grant. The City engineer is working with Washington County and the DNR on the trail design and road crossing. 90% plans are completed. The City and its engineer are working with the DNR on a trailhead design that will meet the needs of the trail users. A separate multimodal study conducted by the City and Washington County has looked at the best ways to tie the Gateway Trailhead with other pedestrian paths in the City Center. The City and DNR are working on the final joint powers agreement, which will provide the DNR approval process for the design and construction access, along with the final approval of the project following construction. This should be completed late this year. Dissemination The City posted an update on the project funding on page 2 of its Fall 2024 Newsletter, which can be found in the link below. https://weblink.cityofscandia.com/WebLink/DocView.aspx?id=117174&dbid=0&repo=Laserfiche The City also plans to host a public input meeting later this spring but has not yet announced a date and time. 16 Status Update Reporting Status Update October 1, 2024 Date Submitted: January 15, 2025 Date Approved: January 23, 2025 Overall Update The City and the DNR are working towards achieving the outcomes described in the grant. The cultural resources fieldwork is complete, and reporting will be finalized this winter. No further investigations will be needed. Wetland delineation and Survey work were completed in 2023. The City engineer is working with Washington County and the DNR on the trail design and road crossing. We expect 90% plans to be completed by the end of the year. Activity 1 The City and the DNR are working towards achieving the outcomes described in the grant. The City engineer is working with Washington County and the DNR on the trail design and road crossing. We expect 90% plans to be completed by the end of the year. Survey work altered the project due to the amount of fill that will be required to install the box culvert under County Rd 52 and safely tie it into existing conditions. Activity 2 The City and the DNR are working towards achieving the outcomes described in the grant. The City engineer is working with Washington County and the DNR on the trail design and road crossing. We expect 90% plans to be completed by the end of the year. The City and its engineer are working with the DNR on a trailhead design that will meet the needs of the trail users. A separate multimodal study conducted by the City and Washington County has looked at the best ways to tie the Gateway Trailhead with other pedestrian paths in the City Center. Dissemination The City posted an update on the project funding on page 2 of its Fall 2024 Newsletter, which can be found in the link below. https://weblink.cityofscandia.com/WebLink/DocView.aspx?id=117174&dbid=0&repo=Laserfiche 17 Status Update Reporting Status Update April 1, 2024 Date Submitted: May 30, 2024 Date Approved: July 24, 2024 Overall Update The City and the DNR are working towards achieving the outcomes described in the grant. The survey, topographical, and geotechnical work has been completed or is in progress. The DNR is working on the environmental and cultural assessments within the project area. The City engineer is working with Washington County and the DNR on the trail design and road crossing. Activity 1 We have completed the wetland delineation and topographical work. On April 2, 2024, we received a draft report of the geotechnical work. The Minnesota DNR is working to complete the environmental and cultural assessments. Activity 2 We have completed the wetland delineation and topographical work. On April 2, 2024, we received a draft report of the geotechnical work. The Minnesota DNR is working to complete the environmental and cultural assessments. Dissemination The City posted an update on the project funding on page 2 of its Fall 2022 Newsletter, which can be found in the link below. https://weblink.cityofscandia.com/WebLink/DocView.aspx?id=96218&dbid=0&repo=Laserfiche BIG LAKE MARINE M A Y B E R R Y T R A I L N MA X W I L L A V E N OLI N D A T R A I L STATE HWY 97 O A K H I L L R D N L O F T O N A V E . N . C O R D 5 2 CS A H 3 220th ST NLAKE GOOSE LAKE FISH B A Y M A R I N E LAKE LONG LAKE HAY LAKE SAND SCANDIA TR NSCANDIA TR N STATE HWY 97 CO R D 9 1 228th ST N ME A D O W B R O O K A V E N OAKHILL R D N NO L A N A V E N OR E N R D N OL D F I E L D A V E N ST . C R O I X T R N OAK H I L L R D N OX B O R O A V E N 202nd ST N OR W E L L A V E N 197th ST ORW E L L CT O L D M A R I N E OL I N D A T R N CS A H 3 188t h S T N NE W G A T E A V E N OA K G R E E N AV E N CSA H 3 OL D M A R I N E T R N LAK A M A G A 196th ST N TRA I L 205 t h S T N ME A D O W B R O O K A V E . N . ST N 195th ST N 209TH CITY HALL PO M R O Y A V E N PE A B O D Y TR N RD N OZ A R K A V E 199th ST N NO V A K A V E . N . PE N R O S E AV E N U E N 215th ST N PE N N F I E L D AV E N P A R R I S H R O A D N . OLI N D A L N N 209th ST N O D E L L MEADOWBROOK CIR ODE L L C T N E W B E R R Y A V E OZARK CT 209TH S T N OR E N 213th 214thOLAN D AVE 223rd ST N 209th ST NQU A D R A N T AV E N Q U A L I T Y T R N 20 5 t h C T N 197th ST N OX B O R O L N OST R U M PAR K V I E W A V E 1 9 7 t h AV E N OXBORO CIR 213TH QU A R R Y A V E N ST N OAK H I L L CT. N . NEWBERRY CT L O F T O N A V E N TR N 205t h ST N LAK A M A G A TRAIL N MEADOWRIDGE CIR N MEADOWRIDGE LANE CIR N MEADOWRIDGE LANE N MEADOWRIDGE TRAIL N 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". PROJECT DATUM: HORIZONTAL: WASHINGTON COUNTY COORDINATE SYSTEM (NAD83 1986 ADJ) VERTICAL: NAVD88 PROJECT LIMITS CITY HALL MAP LEGEND CONTRACTOR: OBSERVER: DATE: MNDOT BENCHMARK 8212E RESOURCE LIST CITY OF SCANDIA, MN City Hall 14727 209th Street N Scandia, MN 55073 City Administrator: Kyle Morell Mayor: Christine Maefsky City Council Members: Steve Kronmiller Michael Lubke Jerry Cusick Heather Benson City Engineer: (Consultant) Ryan Goodman P.E. Bolton & Menk, Inc. Public Works Director: Charles Fischer SHEET NUMBER SHEET TITLE GENERAL G0.01 - G0.02 TITLE SHEET, LEGEND G1.01 STATEMENT OF ESTIMATED QUANTITIES G2.01 LOCATION PLAN CIVIL C0.01 - C0.04 EXISTING CONDITIONS, REMOVALS PLAN C1.01 - C1.10 TYPICAL SECTIONS & DETAILS C1.11 - C1.26 MNDOT STANDARD PLANS C2.01 - C2.07 SWPPP, EROSION CONTROL PLAN C5.01 - C5.02 STORM SEWER PLAN & PROFILE C6.01 - C6.07 STREET PLAN & PROFILE, PARKING LOT DETAIL C7.01 - C7.04 SIGNING & STRIPING PLAN, TRAFFIC CONTROL C8.01 - C8.26 CROSS SECTIONS BRIDGE PLANS B1 - B27 BRIDGE PLAN THIS PLAN SET CONTAINS 108 SHEETS. FEETSCALE 0 500250 RECORD DRAWING INFORMATION STREET RECONSTRUCTION AND RELOCATION, TRAIL PAVING, STORM SEWER IMPROVEMENTS, BOX CULVERT UNDERPASS CONSTRUCTION BM=1035.90 MAP OF THE CITY OF SCANDIA WASHINGTON COUNTY, MN CITY OF SCANDIA CONSTRUCTION PLANS FOR MNDNR GATEWAY STATE TRAIL NOVEMBER, 2025 R SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 G 0 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 1 : 3 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT PROJECT LOCATION G0.01GENERAL TITLE SHEET CONCRETE GRAVEL HATCH PATTERNS GRADING INFORMATION 952 950 952 950 1:4 BITUMINOUS F F F F E E E E G G G GXXXXXX STORM 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 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 G 0 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 1 : 3 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT G0.02GENERAL LEGEND STATEMENT OF ESTIMATED QUANTITIES ITEM NO.MNDOT SPEC NO.ITEM UNIT TOTAL QUANTITY SCHEDULE 2: DNR GATEWAY TRAIL - NORTH PORTION A.1 2021.501 MOBILIZATION LUMP SUM 1 A.2 2101.501 CLEARING & GRUBBING LUMP SUM 1 A.3 2104.503 REMOVE SEWER PIPE (STORM)LIN FT 40 A.4 2104.503 REMOVE FENCE LIN FT 120 A.5 2106.505 EXCAVATION - SPECIAL (EV)ACRE 4 A.6 2106.507 EXCAVATION - COMMON (LV)CU YD 3230 A.7 2106.507 EXCAVATION - SUBGRADE (EV)CU YD 330 A.8 2106.507 GRANULAR EMBANKMENT (CV)CU YD 3900 A.9 2112.604 SUBGRADE PREPARATION - TRAIL SQ YD 1180 A.10 2118.509 AGGREGATE SURFACING CLASS 1 - HORSE TRAIL TON 1110 A.11 2211.509 AGGREGATE BASE CLASS 5 TON 5230 A.12 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 90 A.13 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2,B)TON 1170 A.14 2501.502 15" CS PIPE APRON EACH 18 A.15 2501.502 18" CS PIPE APRON EACH 2 A.16 2501.502 18" RC PIPE APRON EACH 2 A.17 2501.502 24" CS PIPE APRON EACH 6 A.18 2501.503 15" CS PIPE CULVERT LIN FT 418 A.19 2501.503 18" CS PIPE CULVERT LIN FT 52 A.20 2501.503 18" RC PIPE CULVERT, CLASS V LIN FT 32 A.21 2501.503 24" CS PIPE CULVERT LIN FT 140 A.22 2511.507 RANDOM RIPRAP, CLASS III CU YD 200 A.23 2521.618 6" CONCRETE CURB RAMP WALK SQ FT 110 A.24 2531.618 TRUNCATED DOMES SQ FT 20 A.25 2563.501 TRAFFIC CONTROL LUMP SUM 1 A.26 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM 1 A.27 2573.502 STORM DRAIN INLET PROTECTION EACH 2 A.28 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 560 A.29 2573.503 SILT FENCE, TYPE MS LIN FT 1290 A.30 2574.508 FERTILIZER POUND 960 A.31 2575.504 RAPID STABILIZATION METHOD 4 SQ YD 11910 A.32 2575.508 SEED MIXTURE 25-141 POUND 160 A.33 2575.508 SEED MIXTURE 35-241 POUND 70 A.34 2582.503 4" SOLID LINE MULTI COMP - TRAILHEAD (YELLOW)LIN FT 820 A.35 2582.503 4" BROKEN LINE MULTI COMP - TRAIL (YELLOW)LIN FT 1130 STATEMENT OF ESTIMATED QUANTITIES ITEM NO.MNDOT SPEC NO.ITEM UNIT TOTAL QUANTITY SCHEDULE 1: COUNTY ROAD 52 REALIGNMENT 1 2021.501 MOBILIZATION LUMP SUM 1 2 2101.501 CLEARING & GRUBBING LUMP SUM 1 3 2104.502 REMOVE SIGN EACH 6 4 2104.503 SAWING BITUMINOUS PAVEMENT LIN FT 64 5 2104.503 REMOVE SEWER PIPE (STORM)LIN FT 181 6 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 7000 7 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 60 8 2106.505 EXCAVATION - SPECIAL (EV)ACRE 2 9 2106.507 EXCAVATION - COMMON (LV)CU YD 9010 10 2106.507 EXCAVATION - SUBGRADE (EV)CU YD 260 11 2106.507 SELECT GRANULAR EMBANKMENT (CV) - BOX CULVERT CU YD 2821 12 2106.607 EXCAVATION - BMP (LV)CU YD 390 13 2106.607 GRANULAR EMBANKMENT (CV)CU YD 10200 14 2106.607 SELECT GRANULAR BORROW MOD (CV)CU YD 5130 15 2108.504 GEOTEXTILE FABRIC TYPE 5, NON-WOVEN SQ YD 7700 16 2112.604 SUBGRADE PREPARATION SQ YD 7700 17 2118.509 AGGREGATE SURFACING CLASS 1 - HORSE TRAIL TON 180 18 2118.509 AGGREGATE SURFACING CLASS 2 - SHOULDERING TON 230 19 2211.509 AGGREGATE BASE CLASS 5 TON 4730 20 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 510 21 2360.504 TYPE SP 9.5 WEARING COURSE MIX (2,B) - 3.0" THICK DRIVEWAY SQ YD 170 22 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2,B) - TRAIL TON 300 23 2360.509 TYPE SP 12.5 WEARING COURSE MIX (3,C) - STREET TON 2300 24 2411.507 STRUCTURAL CONCRETE (1G52) - BOX CULVERT CU YD 148 25 2411.507 STRUCTURAL CONCRETE (3G52) - BOX CULVERT CU YD 213 26 2411.508 REINFORCMENT BARS - BOX CULVERT POUND 14813 27 2411.508 REINFORCEMENT BARS (EPOXY COATED) - BOX CULVERT POUND 21292 28 2411.601 STRUCTURE EXCAVATION - BOX CULVERT LUMP SUM 1 29 2411.618 ARCHITECTURAL SURFACE FINISH (SINGLE COLOR) - BOX CULVERT SQ FT 1760 30 2411.618 ARCHITECTURAL CONCRETE TEXTURE - BOX CULVERT SQ FT 1760 31 2412.503 12X12 PRECAST CCONCRETE BOX CULVERT LIN FT 75 32 2451.507 FINE AGGREGATE BEDDING (CV) - BOX CULVERT CU YD 367 33 2451.507 FINE FILTER AGGREGATE CU YD 80 34 2475.503 ORNAMENTAL METAL RAILING DESIGN T-5 PC - BOX CULVERT LIN FT 264 35 2481.601 MEMBRANE WATERPROOFING SYSTEM - BOX CULVERT LUMP SUM 1 36 2501.502 15" RC PIPE APRON EACH 2 37 2501.502 18" RC PIPE APRON EACH 4 38 2501.502 36" RC PIPE APRON EACH 2 39 2501.503 15" RC PIPE CULVERT, CLASS V LIN FT 54 40 2501.503 18" RC PIPE CULVERT, CLASS V LIN FT 176 41 2501.503 36" RC PIPE CULVERT, CLASS IV LIN FT 100 42 2502.503 6" PVC PIPE DRAIN - PERFORATED LIN FT 85 43 2502.503 6" PVC PIPE DRAIN - NON PERFORATED LIN FT 80 44 2502.601 DRAINAGE SYSTEM - BOX CULVERT LUMP SUM 1 45 2502.602 6" PVC PIPE DRAIN CLEANOUT EACH 2 46 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (STO-9) - 2' X 3' CB EACH 2 47 2531.503 CONCRETE CURB & GUTTER DESIGN B424 LIN FT 510 48 2545.501 CONDUIT SYSTEM - BOX CULVERT LUMP SUM 1 49 2554.503 TRAFFIC BARRIER DESIGN TYPE 31 LIN FT 750 50 2554.603 INSTALL WIRE FENCE LIN FT 3680 51 2557.603 INSTALL CHAIN LINK FENCE LIN FT 990 52 2563.501 TRAFFIC CONTROL LUMP SUM 1 53 2564.518 SIGN PANELS TYPE C SQ FT 112 54 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM 1 55 2573.502 STORM DRAIN INLET PROTECTION EACH 2 56 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 320 57 2573.503 FLOATATION SILT CURTAIN TYPE STILL WATER LIN FT 820 58 2573.503 SILT FENCE, TYPE MS LIN FT 2500 59 2574.508 FERTILIZER POUND 700 60 2575.504 RAPID STABILIZATION METHOD 4 SQ YD 9660 61 2575.508 SEED MIXTURE 25-141 POUND 130 62 2575.508 SEED MIXTURE 35-241 POUND 60 63 2582.503 4" SOLID LINE MULTI COMP - STREET (YELLOW)LIN FT 1000 64 2582.503 4" SOLID LINE MULTI COMP - STREET (WHITE)LIN FT 3900 65 2582.503 4" BROKEN LINE MULTI COMP - STREET (YELLOW)LIN FT 200 66 2582.503 4" BROKEN LINE MULTI COMP - TRAIL (YELLOW)LIN FT 290 67 2582.618 PAVEMENT MESSAGE MULT COMP GR IN - ARROW SQ FT 73 STANDARD PLATES PLATE NO.DESCRIPTION 3000M REINFORCED CONCRETE PIPE 3006H GASKET JOINT FOR RC PIPES 3007F SHEAR REINFORCEMENT FOR PRECAST STRUCTURES 3100G CONCRETE APRON FOR REINFORCED CONCRETE PIPE 3133D RIPRAP AT RCP OUTLETS 3145G CONCRETE PIPE OR PRECAST BOX CULVERT TIES 4011E PRECAST CONCRETE BASE 4020J MANHOLE OR CATCH BASIN FOR USE WITH OR WITHOUT TRAFFIC LOADS 4022A MANHOLE OR CATCH BASIN COVER 3' X 2' OPENING 4026B CONCRETE ENCASED CONCRETE ADJUSTING RINGS 4180J MANHOLE OR CATCH BASIN STEP 7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES 7100H CONCRETE CURB & GUTTER (DESIGN B) 7111J INSTALLATION OF CATCH BASIN CASTINGS (CONCRETE CURB & GUTTER) 8000K TEMPORARY CHANNELIZERS 8338D W-BEAM GUARDRAIL & END ANCHORAGES 8355B W-BEAM GUARDRAIL 8360B GUARDRAIL POST LENGTH MARKING 8361B GUARDRAIL STEEL POST 8369B GUARDRAIL BLOCKOUT - 12" DEPTH 9350C MAILBOX SUPPORT - SWING-AWAY TYPE SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 G 1 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 1 : 4 5 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT G1.01GENERAL STATEMENT OF ESTIMATED QUANTITIES X X XX 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 C C C CC C H C CLVT C F C C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C - B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B E-D E-D E - D E- D G-D G- D U P P P PP OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 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 C C PP X X X X X X X X X X U P P P X X 20285 14768 20290 14760 14712 21090 21136 20703 15765 14832 15490 14764 21079 21070 21087 21115 20671 15520 21020 21083 21055 21080 21098 21060 2107021127 20990 15148 14781 14774 14865 14872 15243 15010 15145 15240 15080 14862 15407 14823 14791 14803 14784 14855 14842 20800 15470 15199 14826 14790 15526 21080 20260 21090 20289 20351 20491 20433 21120 14841 20877 15240 15210 15040 14702 1545715433 14727 14811 14808 15261 15481 14816 14925 Oli n d a T r a i l N ( C S A H 3 ) Oa k h i l l R d N ( C o R d 5 2 ) O x b o r o A v e N 209t h S t N City Ha l l O z a r k A v e P e n r o s e A v e n u e N Ozark 209th St N Oxboro L n N Os t r u m A v e N Oakhill Rd N ( C o R d 5 2 ) EXISTING PROPERTY LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE EXISTING EASEMENT LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE TRAIL HEAD (PARKING LOT) BOX CULVERT CROSSING LOCATION COUNTY ROAD 52 RE-ALIGNMENT G2.01 LOCATION PLANFEETSCALE 0 200 400 R SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 G 2 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 1 : 5 5 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT U P P P PP O E 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 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 EXISTING EASEMENT CLEAR & GRUB TREE (TYP) GRADING LIMITS (TYP) EXISTING PROPERTY LINE APPROXIMATE CLEAR & GRUB LIMITS APPROXIMATE CLEAR & GRUB LIMITS 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+0 0 6+00 7+00 8+ 0 0 9+ 0 0 10+ 0 0 11+0 0 12+00 13+00 14+00 15+00 16+0 0 17+00 18 + 0 0 19+00 20 + 0 0 21 + 0 0 REMOVE STORM PIPE - 40 LF REMOVE FENCE RELOCATE POLE (BY OTHERS) 14808 14803 20990 14826 14842 14862 14872 20877 P P 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 REMOVE FENCE EXISTING PROPERTY LINE EXISTING EASEMENT GRADING LIMITS (TYP) EXISTING PROPERTY LINE APPROXIMATE CLEAR & GRUB LIMITS PROTECT EXISTING TREES NEAR EASEMENT LINE 1 7 + 0 0 18 + 0 0 19 + 0 0 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+ 0 0 2 9 + 0 0 30 + 0 0 14872 20877 15010 15199 15243 15230 FEETSCALE 0 50 100 R SEE SHEET C0.02 SEE ABOVE SE E B E L O W R EXISTING CONDITIONS & REMOVALS TRAIL C0.01 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 0 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 2 : 0 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT NOTES: 1.CLEAR AND GRUB ALL TREES AND BRUSH WITHIN 2 FT OF EACH EDGE OF 10' BITUMINOUS TRAIL AND AS DIRECTED BY ENGINEER IN THE FIELD. 2.2 FT BUFFER IS NOT REQUIRED ADJACENT TO GRAVEL SURFACE HORSE TRAIL. 3.NOTIFY PROPERTY OWNER PRIOR TO ALL TREE REMOVALS. 4.CONTRACTOR SHALL PROTECT ALL ITEMS NOT DESIGNATED FOR REMOVAL. DAMAGED ITEMS SHALL BE REPLACED UNLESS REPAIRS ARE APPROVED BY THE ENGINEER. REMOVE BITUMINOUS REMOVALS LEGEND: SAW CUT BITUMINOUS PAVEMENT REMOVE STORM SEWER PIPE>> REMOVE CONCRETE REMOVE GRAVEL C-BE-D E-D E-DE-DE-DE-D X X XXXX X X X X X X X X X X X X X EXISTING PROPERTY LINE EXISTING EASEEMENT CLEAR & GRUB TREE (TYP.) GRADING LIMITS (TYP) APPROXIMATE CLEAR & GRUB LIMITS 31+00 32+00 33+00 34+ 0 0 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+0 0 45 + 0 0 46+00 47+00 REMOVE FENCE 15230 15210 >>>> >> H C C C C CLVT FC-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G - B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C - B C-B C-B C-B C - B C-B C-B C- B C- B E-D E-D E-D E-D E-D E-D E-D E-D E-D E - D E - D E - D E - D E - D G-D G-D G-D OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E X X EXISTING EASEMENT EXISTING ROW APPROXIMATE CLEAR & GRUB LIMITS CLEAR & GRUB TREE (TYP.) EXISTING PROPERTY LINE GRADING LIMITS (TYP) 45 + 0 0 46 + 0 0 4 7 + 0 0 4 8 + 0 0 48+86.52 15210 15261 15240 C0.02EXISTING CONDITIONS & REMOVALS TRAIL FEETSCALE 0 50 100 R SE E B E L O W SEE ABOVE SE E S H E E T C0 . 0 1 R SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 0 0 2 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 2 : 1 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT SEE SHEET C0.03 NOTES: 1.CLEAR AND GRUB ALL TREES AND BRUSH WITHIN 2 FT OF EACH EDGE OF 10' BITUMINOUS TRAIL AND AS DIRECTED BY ENGINEER IN THE FIELD. 2.2 FT BUFFER IS NOT REQUIRED ADJACENT TO GRAVEL SURFACE HORSE TRAIL. 3.NOTIFY PROPERTY OWNER PRIOR TO ALL TREE REMOVALS. 4.CONTRACTOR SHALL PROTECT ALL ITEMS NOT DESIGNATED FOR REMOVAL. DAMAGED ITEMS SHALL BE REPLACED UNLESS REPAIRS ARE APPROVED BY THE ENGINEER. REMOVE BITUMINOUS REMOVALS LEGEND: SAW CUT BITUMINOUS PAVEMENT REMOVE STORM SEWER PIPE>> REMOVE CONCRETE REMOVE GRAVEL >>>> >>>> >> >> >> C C CLV T C F C C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G- B G- B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C- B C- B C- B C - B C - B C - B C - B E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E- D E- D E- D E-D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE E E E 0+00 1+00 2+00 3+00 4+00 5+00 GRADING LIMITS (TYP) APPROXIMATE CLEAR & GRUB LIMITS REMOVE STORM PIPE - 52 LF SAW CUT BITUMINOUS PAVEMENT - 32 LF REMOVE SIGN - 1 EA REMOVE SIGN - 1 EA RELOCATE PEDESTAL (BY OTHERS) RELOCATE PEDESTAL (BY OTHERS) 15210 15145 15261 15230 > > > > > > > > C C C C H C C C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C - B C - B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C - B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G - D OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XX X C 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 GRADING LIMITS (TYP) APPROXIMATE CLEAR & GRUB LIMITS REMOVE SIGN - 1 EA RELOCATE PEDESTAL (BY OTHERS)RELOCATE POLE (BY OTHERS) RELOCATE PEDESTAL (BY OTHERS) REMOVE CONCRETE CURB AND GUTTER - 392 LF 15240 15261 15261 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 0 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 2 : 2 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C0.03EXISTING CONDITIONS & REMOVALS COUNTY ROAD 52 FEETSCALE 0 25 50 HORZ. R R COUNTY ROAD 52 COUNTY ROAD 52 REMOVE BITUMINOUS REMOVALS LEGEND: SAW CUT BITUMINOUS PAVEMENT REMOVE STORM SEWER PIPE>> REMOVE CONCRETE REMOVE GRAVEL NOTES: 1.THE EXACT REMOVAL LIMITS OF DRIVEWAYS AND BITUMINOUS PAVEMENT WILL BE DETERMINED IN THE FIELD. ALL REMOVAL LIMIT EDGES SHALL BE CUT PRIOR TO FINAL REMOVAL. 2.ALL CONSTRUCTION RELATED TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING ANY REMOVALS 3.CONTRACTOR SHALL PROTECT ALL ITEMS NOT DESIGNATED FOR REMOVAL. DAMAGED ITEMS SHALL BE REPLACED UNLESS REPAIRS ARE APPROVED BY THE ENGINEER. 4.ALL ADJACENT BITUMINOUS AND CONCRETE SURFACES SHALL BE CLEANLY SAW CUT (FULL DEPTH) PRIOR TO REMOVAL. ADDITIONAL REMOVALS AND SAW CUTTING AS A RESULT OF THE CONTRACTOR'S FAILURE TO PROTECT THE SURFACE SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE. 5.NOTIFY PROPERTY OWNER PRIOR TO ALL TREE REMOVALS. >>>> >>>> >> >> >> >>C-B C-B C-B C-B C-B C- B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G- B E - D E - D E - D E - D E - D E - D E - D E - D E - D G - D G - D G - D G - D G - D G - D OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE X XX 19+99.98 13+00 14+00 15+00 16+00 17+00 18+00 19+00 GRADING LIMITS (TYP) REMOVE STORM PIPE - 84 LF REMOVE STORM PIPE - 45 LF APPROXIMATE CLEAR & GRUB LIMITS SAW CUT BITUMINOUS PAVEMENT - 32 LF REMOVE SIGN - 2 EA REMOVE SIGN - 1 EA RELOCATE POLE (BY OTHERS) 15526 15261 15521 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 0 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 2 : 3 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C0.04EXISTING CONDITIONS & REMOVALS COUNTY ROAD 52 FEETSCALE 0 25 50 HORZ. R COUNTY ROAD 52 REMOVE BITUMINOUS REMOVALS LEGEND: SAW CUT BITUMINOUS PAVEMENT REMOVE STORM SEWER PIPE>> REMOVE CONCRETE REMOVE GRAVEL NOTES: 1.THE EXACT REMOVAL LIMITS OF DRIVEWAYS AND BITUMINOUS PAVEMENT WILL BE DETERMINED IN THE FIELD. ALL REMOVAL LIMIT EDGES SHALL BE CUT PRIOR TO FINAL REMOVAL. 2.ALL CONSTRUCTION RELATED TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING ANY REMOVALS 3.CONTRACTOR SHALL PROTECT ALL ITEMS NOT DESIGNATED FOR REMOVAL. DAMAGED ITEMS SHALL BE REPLACED UNLESS REPAIRS ARE APPROVED BY THE ENGINEER. 4.ALL ADJACENT BITUMINOUS AND CONCRETE SURFACES SHALL BE CLEANLY SAW CUT (FULL DEPTH) PRIOR TO REMOVAL. ADDITIONAL REMOVALS AND SAW CUTTING AS A RESULT OF THE CONTRACTOR'S FAILURE TO PROTECT THE SURFACE SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE. 5.NOTIFY PROPERTY OWNER PRIOR TO ALL TREE REMOVALS. BITUMINOUS TRAIL 1.5% TYP. 3:1 MAX 4:1 1 NOT TO SCALE 1 : 1 7'10'2' 1' 1' SLOPE TO DRAIN ℄TRAIL 1 SLOPE TOWARDS INSIDE OF CURVE 3" BITUMINOUS TYPE SP 9.5 WEARING COURSE, SPWEA230B 9" AGGREGATE BASE, CLASS 5 6' HORSE TRAIL SUBGRADE PREPARATION 5.0% TYP.2% TYP. 3:13:1 2' T Y P . 3'2'3' LOW MOW SEEDING LIMITSNATIVE SEEDING LIMITS RAPID STABILIZATION METHOD 3 EXISTING GROUND ℄ EXISTING GROUND 3:1 SUITABLE GRANULAR MATERIAL SALVAGED FROM EXCAVATION OR GRANULAR BORROW SUITABLE MATERIAL SALVAGED FROM EXCAVATION LIMITS LOW MOW SEEDING LIMITS LOW MOW SEEDING LIMITS NATIVE SEEDING LIMITS BITUMINOUS PARKING LOT VARIES%* 4:1 NOT TO SCALE 1 : 1 VARIES* 1' 1' SLOPE TO DRAIN 3.5" BITUMINOUS TYPE SP 9.5 WEARING COURSE, SPWEA230B 9" AGGREGATE BASE, CLASS 5 SUBGRADE PREPARATION EXISTING GROUND 4:1 SUITABLE MATERIAL SALVAGED FROM EXCAVATION LIMITS TYPICAL DITCH SECTION NOT TO SCALE NOTES: 1.CONTRACTOR TO STRIP TOPSOIL FROM AREA BENEATH TRAIL IMPROVEMENT AND HORSE TRAIL. 2.ALL VEGETATED MATERIAL (EXCEPT FOR STUMPS) IDENTIFIED TO BE CLEARED AND GRUBBED SHALL BE CHIPPED AND EVENLY SPREAD ON-SITE NO THICKER THAN 6 INCHES. STUMPS SHALL BE HAULED OFF-SITE AND DISPOSED OF. 3.TOPSOIL SHALL BE SALVAGED FROM EXCAVATION AND EMBANKMENT AREAS. MATERIAL SHALL BE USED TO COVER ALL EMBANKMENT AREAS. *SEE SHEET C6.08 FOR TRAILHEAD PARKING LOT DETAIL C1.01TYPICAL SECTIONS TRAIL SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 2 : 4 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT ROW VARIES ℄ 12' LANE 2' GRAVEL SHOULDER 6' SHLD COUNTY ROAD 52 (NO TRAIL) PROPOSED TYPICAL SECTION STA 0+00 TO STA 3+75 STA 16+00 TO STA 19+50 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 2" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 7" AGGREGATE BASE CLASS 5, 100% CRUSHED 24" SELECT GRANULAR BORROW - MODIFIED BITUMINOUS TACK COAT 12' LANE 2.0% 1: 3 GEOTEXTILE FABRIC, TYPE 5, NON-WOVEN SUBGRADE CORRECTION AS DIRECTED BY ENGINEER 6" TOPSOIL & SEED 4' SHLD 1:4 2.0% 1:3 1:4 20' CLEAR ZONE 20' CLEAR ZONE ROW VARIES ℄ 12' LANE 2' GRAVEL SHOULDER 6' SHLD COUNTY ROAD 52 (TYP TRAIL) PROPOSED TYPICAL SECTION STA 3+75 TO STA 8+25 12' LANE *2.0% 4' SHLD 2.0% 1:3 1.5%* B424 CONCRETE CURB & GUTTER 10' BIKE TRAIL 6' HORSE TRAIL INSET A 2' CLEAR ZONE BITUMINOUS TACK COAT 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 2" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 7" AGGREGATE BASE CLASS 5, 100% CRUSHED 24" SELECT GRANULAR BORROW - MODIFIED BITUMINOUS TACK COAT GEOTEXTILE FABRIC, TYPE 5, NON-WOVEN SUBGRADE CORRECTION AS DIRECTED BY ENGINEER BITUMINOUS TACK COAT 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 6" TOPSOIL & SEED 1:4 M A X 10' BLVD 4' HORSE TRAIL 1:2*** FE N C E * * * INSET B SAFETY EDGE PER MNDOT TECH MEMO 16-01-T-01 (TYP) SAFETY EDGE PER MNDOT TECH MEMO 16-01-T-01 (TYP) SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 2 : 5 0 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C1.02TYPICAL SECTIONS COUNTY ROAD 52 CONSTRUCTION NOTES: 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION. 2.SAW CUT BITUMINOUS AT LOCATIONS SHOWN ON DRAWINGS. 3.MAINTAIN ACCESS FOR RESIDENTS ALONG THE PROJECT, AND EMERGENCY VEHICLES AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND ASSOCIATED MAINTENANCE *SEE STREET PLAN & PROFILE SHEETS (C6) FOR SUPER-ELEVATION INFORMATION ON BITUMINOUS TRAIL AND COUNTY ROAD 52. **BITUMINOUS AND HORSE TRAILS WILL BE STAKED IN THE FIELD. VARYING BOULEVARD WIDTH CAN BE SEEN IN THE CROSS SECTION SHEETS (C8). ***FENCING IS ONLY REQUIRED WHEN 1V:2H BACK SLOPES ARE UTILIZED. WHEN 1V:3H BACK SLOPES ARE UTILIZED, NO FENCING IS REQUIRED. ROW VARIES ℄ 12' LANE 2' GRAVEL SHOULDER 6' SHLD COUNTY ROAD 52 (SPLIT TRAIL) PROPOSED TYPICAL SECTION STA 8+25 TO STA 12+25 12' LANE *2.0% 6" TOPSOIL & SEED 4' SHLD 1:4 M A X 2.0% 10' BLVD 1:2 1.5%1:4 M A X 10' BIKE TRAIL VARIES** BLVD 4' HORSE TRAIL 1:2*** FE N C E FE N C E * * * ROW VARIES ℄ 12' LANE 6' SHLD COUNTY ROAD 52 (GUARDRAIL WITH TRAIL) PROPOSED TYPICAL SECTION STA 12+25 TO STA 14+50 12' LANE 2.0% 6" TOPSOIL & SEED 4' SHLD 2.0% VARIES** BLVD 1:2 1.5% 10' BIKE TRAIL VARIES** BLVD 4' HORSE TRAIL 1:2 FE N C E FE N C E 1: 31:3 INSET A INSET A INSET B INSET B 2' CLEAR ZONE 2' CLEAR ZONE 2' GRAVEL SHOULDER BEHIND GUARDRAIL <10% SLOPE 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 2" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 7" AGGREGATE BASE CLASS 5, 100% CRUSHED 24" SELECT GRANULAR BORROW - MODIFIED BITUMINOUS TACK COAT GEOTEXTILE FABRIC, TYPE 5, NON-WOVEN SUBGRADE CORRECTION AS DIRECTED BY ENGINEER BITUMINOUS TACK COAT 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 2" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 7" AGGREGATE BASE CLASS 5, 100% CRUSHED 24" SELECT GRANULAR BORROW - MODIFIED BITUMINOUS TACK COAT GEOTEXTILE FABRIC, TYPE 5, NON-WOVEN SUBGRADE CORRECTION AS DIRECTED BY ENGINEER BITUMINOUS TACK COAT 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) EXISTING GROUND (COMMON EMBANKMENT DEPTH VARIES) SAFETY EDGE PER MNDOT TECH MEMO 16-01-T-01 (TYP) SAFETY EDGE PER MNDOT TECH MEMO 16-01-T-01 (TYP) SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 2 : 5 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C1.03TYPICAL SECTIONS COUNTY ROAD 52 CONSTRUCTION NOTES: 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION. 2.SAW CUT BITUMINOUS AT LOCATIONS SHOWN ON DRAWINGS. 3.MAINTAIN ACCESS FOR RESIDENTS ALONG THE PROJECT, AND EMERGENCY VEHICLES AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND ASSOCIATED MAINTENANCE *SEE STREET PLAN & PROFILE SHEETS (C6) FOR SUPER-ELEVATION INFORMATION ON BITUMINOUS TRAIL AND COUNTY ROAD 52. **BITUMINOUS AND HORSE TRAILS WILL BE STAKED IN THE FIELD. VARYING BOULEVARD WIDTH CAN BE SEEN IN THE CROSS SECTION SHEETS (C8). ***FENCING IS ONLY REQUIRED WHEN 1V:2H BACK SLOPES ARE UTILIZED. WHEN 1V:3H BACK SLOPES ARE UTILIZED, NO FENCING IS REQUIRED. INSET B 6" AGGREGATE SURFACING CLASS 2, 100% CRUSHED 6" AGGREGATE BASE CLASS 5, 100% CRUSHED INSET A 3" BITUMINOUS TRAIL - TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) [SPWEA230B] 9" AGGREGATE BASE CLASS 5, 100% CRUSHED ROW VARIES ℄ 12' LANE 6' SHLD COUNTY ROAD 52 (GUARDRAIL WITHOUT TRAIL) PROPOSED TYPICAL SECTION STA 14+50 TO STA 16+00 12' LANE 2.0% 4' SHLD 2.0% 2' GRAVEL SHOULDER BEHIND GUARDRAIL <10% SLOPE 6" TOPSOIL & SEED 1:31:3 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 2" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C) 7" AGGREGATE BASE CLASS 5, 100% CRUSHED 24" SELECT GRANULAR BORROW - MODIFIED BITUMINOUS TACK COAT GEOTEXTILE FABRIC, TYPE 5, NON-WOVEN SUBGRADE CORRECTION AS DIRECTED BY ENGINEER BITUMINOUS TACK COAT 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)EXISTING GROUND (COMMON EMBANKMENT DEPTH VARIES) SAFETY EDGE PER MNDOT TECH MEMO 16-01-T-01 (TYP) SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 2 : 5 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C1.04TYPICAL SECTIONS COUNTY ROAD 52 CONSTRUCTION NOTES: 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION. 2.SAW CUT BITUMINOUS AT LOCATIONS SHOWN ON DRAWINGS. 3.MAINTAIN ACCESS FOR RESIDENTS ALONG THE PROJECT, AND EMERGENCY VEHICLES AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND ASSOCIATED MAINTENANCE *SEE STREET PLAN & PROFILE SHEETS (C6) FOR SUPER-ELEVATION INFORMATION ON BITUMINOUS TRAIL AND COUNTY ROAD 52. **BITUMINOUS AND HORSE TRAILS WILL BE STAKED IN THE FIELD. VARYING BOULEVARD WIDTH CAN BE SEEN IN THE CROSS SECTION SHEETS (C8). ***FENCING IS ONLY REQUIRED WHEN 1V:2H BACK SLOPES ARE UTILIZED. WHEN 1V:3H BACK SLOPES ARE UTILIZED, NO FENCING IS REQUIRED. GEN-5 OCT 2023STRUCTURE MARKER SIGNS CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA F E M H G V 3" 8" 0.063" THICK ALUMINUM SIGN. WHITE LETTERS ON BLUE HIGH INTENSITY REFLECTORIZED BACKGROUND. 0.063" THICK ALUMINUM SIGN. WHITE LETTERS ON GREEN HIGH INTENSITY REFLECTORIZED BACKGROUND. 0.063" THICK ALUMINUM SIGN. BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED BACKGROUND. U-CHANNEL POST, MINIMUM 3 LB. /FT. 8' LONG, PAINTED GREEN. DRIVEN 3' INTO GROUND NOTE: INSTALL STRUCTURE MARKERS AT ALL GREEN SPACE STRUCTURE LOCATIONS OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) STAPLE DENSITY SHALL BE A MINIMUM OF 3 U-SHAPED 8", 11 GAUGE METAL STAPLES PER SQUARE YARD (THIS MAY VARY AS DIRECTED BY THE CITY). ANCHOR TRENCH 1. DIG 6" X 6" TRENCH 2. LAY BLANKET IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT 5. BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH 6" 6" 1' TO 3' DI R E C T I O N O F SU R F A C E F L O W ERO-2 FEB 2019EROSION CONTROL BLANKET INSTALLATION CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) NOTE: THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD. HEAVY-DUTY (ERO-1B) OR HAND INSTALLED (ERO-1C) SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED WHEN APPROVED OR DIRECTED BY THE CITY. POST NOTCHES TO FACE AWAY FROM FABRIC. COMPACTION: AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE "SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT A UNIFORM HEIGHT. STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. NO WOOD POSTS ALLOWED EXCEPT FOR REPAIR ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT TABLE 3886-2.1 (MACHINE SLICED). 24" MINIMUM POST EMBEDMENT A DIRECTION OF SU R F A C E F L O W A ERO-1A FEB 2023SILT FENCE MACHINE SLICED CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA PLAN PROPOSED CURB = DIRECTION OF SURFACE FLOW 1 1/2" WASHED GRAVEL FILTER 8-12" MINIMUM DEPTH AGGREGATE BASE IN PLACE CATCHBASIN STEEL PLATE AGGREGATE BACKFILL ERO-4B APR 2016INLET PROTECTION ROCK FILTER FOR CATCH BASIN DURING ROAD CONSTRUCTION OVERFLOW IS 12 OF THE CURB BOX HEIGHT PLAN OVERFLOW AT TOP OF FILTER ASSEMBLY OVERFLOW IS 12 OF THE CURB BOX HEIGHT DEFLECTOR PLATE HIGH-FLOW FABRIC FILTER ASSEMBLY DIAMETER, 6" ON-GRADE 10" AT LOW POINT CURB WIMCO ROAD DRAIN CG-23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL. * FOR THE NEW R-3067-VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG-3290 OR CITY APPROVED EQUAL. EXISTING CURB ERO-4C FEB 2019INLET PROTECTION CATCH BASING INSERT AFTER PAVING CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA POINT 2 POINT 1 STRAW OR WOOD FIBER 6" TO 7" DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING. STAKE NOTE: POINT 1 MUST BE A MINIMUM OF 6" HIGHER THAN POINT 2 TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS. 1/2" x 2" x 16" LONG WOODEN STAKES AT 1'-0" SPACING MINIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE COMPOST LOG AT AN ANGLE OF 45° WITH THE TOP OF THE STAKE POINTING UPSTREAM. STAKE FLOW BIOROLL STAKE 45° FL O W FL O W ERO-5F FEB 2019COMPOST LOG DITCH CHECK CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE NOTES: 1. FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TO STOP MUD MIGRATION THROUGH ROCK. FILTER FABRIC IS NOT REQUIRED UNDER WOOD CHIPS. 2. 80% OF WOOD CHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE BETWEEN 2 INCHES AND 5 INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND / OR CHEMICALLY TREATED WOOD IS ALLOWED. 3. ENTRANCE MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOOD CHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY. PUBLIC R O A D 50' M I N I M U M L E N G T H ROCK-6" MINIMUM DEPTH WOOD CHIPS - 18" MINIMUM DEPTH 20' MI N I M U M W I D T H ERO-7 MAR 2022CONSTRUCTION ENTRANCE ROCK, WOOD CHIP 2" OR LARGER WASHED ROCK OR 2" - 5" WOOD CHIPS CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA >1.5 1 18" 6"-12" TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6" TRENCH WITH 6", 11 GAUGE METAL STAPLES AT 1' INTERVALS. STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS DIRECTION OF SURFACE FLOW ERO-5B MAR 2007DITCH CHECK ROCK WEEPER, BIO WEEPER I. ROCK WEEPER MNDOT TYPE 9 MULCH (1 1/2" WASHED ROCK) >1.5 1 18" 6"-12" STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS DIRECTION OF SURFACE FLOW II. BIO WEEPER MNDOT TYPE 9 MULCH (1 1/2" WASHED ROCK) 6" DIA. WATTLE WITH MINIMUM 24" SURVEY LATH STAKED 2' O.C. ALONG WATTLE LENGTH. TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6" TRENCH WITH 6", 11 GAUGE METAL STAPLES AT 1' INTERVALS. * *DO NOT INSTALL WITHIN CR 52 RIGHT OF WAY SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 4 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 3 : 1 5 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C1.05DETAILS COUNTY ROAD 52 CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA ERO-11 MAR 2019SLOPE TRACKING CULTIVATE SOIL TO CREATE FURROWS PERPENDICULAR TO SLOPE UNDISTURBED VEGETATION INTERCEPTOR SWALE USE DOZER TRACKS TO CREATE GROOVES PERPENDICULAR TO SLOPE UNDISTURBED VEGETATION SLO P E SL O P E NOTE: ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1 REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHOD IS EROSION CONTROL BLANKET OR HYDROMULCH. PLAN SECTION 24"X36" SLAB OPENING FOR NEENAH R-3234-B1 WITH TYPE "R" GRATE 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 CASTING AND ADJUSTMENT RINGS AS SPECIFIED. VARIES 12"-16" PI P E DI A . VARIES VA R I E S 6" STO-5 FEB 2019TYPE II CATCHBASIN MANHOLE TOP OF BARREL SECTION BELOW TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR EQUAL. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER. PLACED BELOW THE DOWNSTREAM CORNER OF THE OPENING NEAREST THE STREET. DOGHOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE. 6" PRECAST REINFORCED CONCRETE MANHOLE SLAB. FOR 6' DIA. MANHOLE, AN 8" PRECAST SLAB IS REQUIRED. ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKETS. MINIMUM SLAB THICKNESS IS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR EVERY 4' OF DEPTH GREATER THAN 14', AND REINFORCE WITH 6"x 6" 10/10. PRECAST CONCRETE SECTION. GROUT BOTTOM CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA 3'-0" 6" 2' - 0 " 6" PLAN CASTING AND ADJUSTMENT RINGS AS SPECIFIED. VARIES 6" 3" GROUT 24" X 36" PRECAST 4" SECTION STO-9 FEB 20192' X 3' CATCHBASIN WITHOUT SUMP DIRECTION OF FLOW GRATE TO BE 2" BELOW GUTTER GRADE. 10' TRANSITION EACH SIDE OF CATCH BASIN. DOGHOUSES SHALL BE GROUTED ON BOTH THE INSIDE AND OUTSIDE. NO DRAIN HOLES 5" CITY PLATE NO. LAST REVISION: CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA SEE CITY PLATE NO. STO-13 FOR RIPRAP PLACEMENT. ANCHOR CLIP 24" M A X 6" H ANCHOR BOTH SIDES. TIE LAST 3 PIPE JOINTS. USE 2 TIE BOLT FASTENERS PER JOINT. INSTALL ON OUTSIDE OF PIPE AT 60° FROM TOP OR BOTTOM OF PIPE. PROVIDE 3 ANCHOR CLIPS TO FASTEN TRASH GUARD TO FLARED END SECTION. HOT DIP GALVANIZE AFTER FABRICATION. ISOMETRIC STO-12 OCT 2023FLARED END SECTION AND TRASH GUARD CITY PLATE NO. LAST REVISION: CITY PLATE NO. LAST REVISION: CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA TRASH GUARD SIZING PIPE SIZE BARS `H' BOLTS 24"- 42" 1"∅ 6" 3/4" 48"-72" 1 1/4"∅ 12" 1" NO TRASH GUARDS FOR FLARED ENDS LESS THAN 24" DIA NO TRASH GUARDS FOR ANY FLARED ENDS WITHIN CR 52 ROW 2 ' 1 4 B A RIPRAP B 5D 4 1 2' DA RIPRAP REQUIREMENTS D CY CLASS 12" TO 24" 8 TO 12 CL.3 27" TO 33" 14 TO 20 CL.3 36" TO 48" 23 TO 38 CL.3 54" AND UP 62 AND UP CL.4 (ONE CUBIC YARD IS APPROXIMATELY 2,800 LBS.) PLAN GEOTEXTILE FILTER (MNDOT 3601.2B1) RIPRAP12 "2' EXTEND FABRIC AND RIPRAP UNDER FLARED END SECTION SECTION A-A RIPRAP12 " SECTION B-B STO-13 FEB 2019RIPRAP AT OUTLETS GEOTEXTILE FILTER - TYPE IV GEOTEXTILE FILTER (MNDOT 3601.2B1) GEOTEXTILE FILTER - TYPE IV RIPRAP CITY PLATE NO. LAST REVISION: CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA CITY PLATE NO. LAST REVISION: CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA STO-20 APR 20164" HDPE PERFORATED DRAINTILE WITH FILTER SOCK 4" PERFORATED HDPE WITH GEOTEXTILE WRAP MIRAFI 140s FILTER SOCK OR EQUAL. SELECT GRANULAR MODIFIED CURB AS SPECIFIED GEOTEXTILE FABRIC, TYPE V, NON-WOVEN1' TRENCH DETAIL PIPE DETAIL 4" PERFORATED HDPE WITH GEOTEXTILE WRAP MIRAFI 140s FILTER SOCK OR EQUAL. 1/4" 0 HOLE (HYP.)/ 90° 160° (TYP.) AGGREGATE BASE CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA BED-3 MAR 2021IMPROVED FOUNDATION FOR RCP AND PVC COMPACTED BACKFILL 0.5 DIA. COARSE FILTER AGGR. MNDOT SPEC. 3149.2.H DIA = OUTSIDE DIAMETER OF PIPE DIA+24" MIN. DIA IMPROVED PIPE FOUNDATION 6" PAY DEPTH INCREMENTS (TYP) COMPACTED BACKFILL 12 " COARSE FILTER AGGR. MNDOT SPEC. 3149.2.H DIA IMPROVED PIPE FOUNDATION 6" PAY DEPTH INCREMENTS (TYP)DIA+24" MIN. PVC RCP DIA = OUTSIDE DIAMETER OF PIPE 4"8" 1/2"R 6"DISTANCE TO ℄ VARIABLE 3"R SLOPE 3/4" PER FT 13 1/2"R 7" 8" 13 1 / 2 " 6" 18" MNDOT B618 FACE OF CURB 12"16" TOP BITUMINOUS MATERIAL 4" 10 1 / 2 " 1/2"7" SURMOUNTABLE 10 1/2"17 1/2" 6" BITUMINOUS SHOE FORMED STR-1 FEB 2019CURB AND GUTTER 1/ 4 " 68"R28"R 12"R 6 1 / 2 " 1/2"R SLOPE 3/4" PER FT 5 1 1/2"R 6" 12" 9 1 / 2 " 2" 16" Surmountable DRIVEWAY 14" B618 BITUMINOUS SURFACE 2" 6" 1 1/8"R CITY PLATE NO. LAST REVISION: CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA * *ALL RC PIPE SHALL USE WASHINGTON COUNTY PIPE TIES PER WASHINGTON COUNTY STANDARD PLATE WC-300 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 4 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 3 : 1 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C1.06DETAILS COUNTY ROAD 52 NOTE: SURMOUNTABLE CURB & GUTTER TO BE FORMED INTO A B618 TYPE AT CATCH BASIN. CATCHBASIN FRAME & COVER NEENAH R-3067 OR EQUAL WITH VANE GRATE. A A 10' M I N . T R A N S I T I O N 3' - 0 " 10' M I N . T R A N S I T I O N FLOW FLOW E X P A N S I O N J O I N T NOTES: CATCHBASIN TO BE DEPRESSED 2" BELOW DESIGN GUTTER LINE GRADE. EX P A N S I O N J O I N T ISOMETRIC NO SCALESURMOUNTABLE CONCRETE CURB & GUTTER 2 - #4 REBARS EACH WAY EX P A N S I O N J O I N T 10' MIN. TRANSITION 10' MIN. TRANSITION EX P A N S I O N J O I N T 2" TOP OF CURB DESIGN GUTTER LINE GRADE FRAME & CASTING 2 - #4 REBARS EACH WAY SECTION A-A NO SCALE STR-3 FEB 2019SURMOUNTABLE CURB & GUTTER CONSTRUCTION AT CATCHBASIN CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA 3" BITUMINOUS WEAR - SPWEA230B 9" CL. 5 AGGREGATE BASE 10' FINISHED TRAIL TO BE 1" ABOVE FINISHED SOD TYPICAL TRAIL SECTION CONCRETE SIDEWALK 0.02'/FT (MAX.) STR-24* FEB 2019TYPICAL BITUMINOUS TRAIL AND CONCRETE SIDEWALK 12' 6" CONCRETE - 3F52 6" CL. 5 AGGREGATE BASE 6' FINISHED WALK TO BE 1" ABOVE FINISHED SOD 0.02'/FT (MAX.) 7' NOTE: INSIDE EDGE OF WALK TO BE 0.4 FEET ABOVE TOP OF CURB. OUTSIDE EDGE TO BE 0.52 FEET ABOVE TOP OF CURB. CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA STR-21 MAR 2019TYPICAL DRIVEWAY & CULVERT INSTALLATION NOTES: 1. DRIVEWAY WIDTH (W): 12' MIN., 22' MAX. 2. RADIUS AT CONNECTION TO STREET (R): 5' MIN., 15' MAX. 3. CULVERT UNDER DRIVEWAY: MIN. 15" DIA., CMP OR RCP 4. DRIVEWAY SLOPES GREATER THAN 6% SHALL BE PAVED TO PREVENT EROSION. 5. MAINTAIN 60' MIN. CLEARANCE FROM EDGE OF DRIVEWAY TO R/W LINE OF ADJACENT STREET INTERSECTION. 6. CULVERT FLARED ENDS ARE REQUIRED. 7. MINIMUM 1% GRADE ON CULVERTS. 8. HOMEOWNER IS RESPONSIBLE FOR CULVERT INSTALLATION AND ESTABLISHMENT OF VEGETATION ALONG DRIVEWAY. R/W 12' 9' * * 2' TO 4' 1 3 1 3 19' DRIVEWAY GRAVEL SHOULDER 6:1 SLOPE OR FLATTER W CU L V E R T R PAVED OR GRAVEL ROAD 3% *DETAIL HAS BEEN MODIFIED TO BE PROJECT SPECIFIC A NOV 2024WIRE FENCE (TRAIL) LAST REVISION:PROJECT SPECIFIC DETAIL DETAIL LAST REVISION: SCANDIA, MINNESOTA SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 4 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 3 : 2 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C1.07DETAILS COUNTY ROAD 52 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 4 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 3 : 2 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C1.08DETAILS COUNTY ROAD 52 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 4 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 3 : 3 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C1.09DETAILS COUNTY ROAD 52 18 " D 2 1 6" DIAMETER PERFORATED UNDERDRAIN OUTLET PIPE (PVC) W/ FILTER SOCK AND TRACER WIRE MNDOT SEED MIX 35-241 AND BLANKET CAT 25 DEPTH = 18" EXISTING EDGE OF PAVEMENT UNDISTURBED, UNCOMPACTED INSITU SOIL BIOFILTRATION MEDIA 80% SAND, GRADATION FA-1 CONFORMING TO MNDOT 3126.2-3 20% PEAT, SPHAGNUM PEAT MOSS 12 " 3H:1V OR SHALLOWER B NOT TO SCALE STORMWATER BIOFILTRATION BASIN SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 4 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 3 : 3 9 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C1.10DETAILS COUNTY ROAD 52 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 3 : 5 0 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.11MNDOT STANDARD PLANS PEDESTRIAN CURB RAMP DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 3 : 5 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.12MNDOT STANDARD PLANS PEDESTRIAN CURB RAMP DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 3 : 5 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.13MNDOT STANDARD PLANS PEDESTRIAN CURB RAMP DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 0 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.14MNDOT STANDARD PLANS PEDESTRIAN CURB RAMP DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 0 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.15MNDOT STANDARD PLANS PEDESTRIAN CURB RAMP DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 1 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.16MNDOT STANDARD PLANS PEDESTRIAN CURB RAMP DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 1 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.17MNDOT STANDARD PLANS GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 2 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.18MNDOT STANDARD PLANS GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 2 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.19MNDOT STANDARD PLANS GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 3 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.20MNDOT STANDARD PLANS GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 3 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.21MNDOT STANDARD PLANS PROPRIETARY END TERMINAL - TANGENT FOR TYPE 31 GUARDRAIL SOFTSTOP (TRINITY HIGHWAY PRODUCTS) SECTION INTENTIONALLY OMITTED SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 4 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.22MNDOT STANDARD PLANS TRAFFIC BARRIER TYPE 31 ASSEMBLY DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 4 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.23MNDOT STANDARD PLANS SQUARE-TUBE SIGN MOUNTING DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 5 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.24MNDOT STANDARD PLANS SQUARE-TUBE SIGN MOUNTING DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 4 : 5 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.25MNDOT STANDARD PLANS SQUARE-TUBE SIGN MOUNTING DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 1 0 8 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 5 : 0 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.26MNDOT STANDARD PLANS FIN BASE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PROJECT AREAS: Total Project Size (disturbed area) = Existing area of impervious surface = Post construction area of impervious surface = Total new impervious surface area created = Planned Construction Start Date: Estimated Construction Completion Date: PERMANENT STORMWATER MANAGEMENT SYSTEM: Type of storm water management used if more than 1 acre of new impervious surface is created: 1.8 DOCUMENT RETENTION The following documentation will be retained for a period of not less than 3-years from the date of submittal of the NOT in compliance with Part III.E of the Permit. 1.The final SWPPP 2.Copies of all stormwater related permits required for the project 3.Records of all inspection and maintenance conducted during construction 4.Copies of all permanent operation and maintenance agreements; including all right-of-way, contracts, covenants and other binding requirements regarding perpetual maintenance, and 5.All required calculations for design of the temporary and permanent BMPs. ACRES ACRES ACRES ACRES TBD TBD 1.49 1.85 0.36 Wet Sedimentation Basin X Infiltration/Filtration Regional Pond Permanent Stormwater Management Not Required PROJECT LOCATION 1-MILE BOUNDARY RECEIVING WATERS DNR GATEWAY TRAIL EXTENSION CITY OF SCANDIA WASHINGTON COUNTY, MINNESOTA PROJECT LOCATION: COUNTY TOWNSHIP RANGE SECTION LATITUDE LONGITUDE WASHINGTON 32 20 23 45.249344 -92.799292 BMP SUMMARY QUANTITY UNIT FINE FILTER AGGREGATE 80 CY STABILIZED CONSTRUCTION EXIT 1 LS STORM DRAIN INLET PROTECTION 4 EA SEDIMENT CONTROL LOG TYPE WOOD FIBER 880 LF FLOATATION SILT CURTAIN TYPE STILL WATER 820 LF SILT FENCE, TYPE MS 3790 LF FERTILIZER 1140 LBS SEED MIXTURE 25-141 290 LBS SEED MIXTURE 35-241 130 LBS RAPID STABILIZATION METHOD 4 21870 SY NAME OF WATER BODY TYPE (ditch, pond, wetland, lake, etc.) Appendix A Special Water? Flows to Impaired Water Within 1 Mile? USEPA Approved TMDL? UNNAMED CREEK CREEK NO NO NO GOOSE LAKE LAKE NO NO NO Impairments: AQC (AQUATIC LIFE CONSUMPTION), AQR (AQUATIC RECREATION) PROJECT BOUNDARY RECEIVING WATERS: Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, are identified on the USGS 7.5 min quad map within one mile of the project boundary. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific BMPs relative to construction activities listed in this permit for special and impaired waters 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: Site grading, trail, culvert, and parking lot construction, temporary erosion and sediment control, and permanent stabilization. On the existing site, stormwater runoff flows over land to an existing unnamed creek and/or into wetlands surrounding the site. On the proposed site, stormwater runoff will be routed through culverts underneath the proposed trail and into the existing unnamed creek and/or into wetlands surrounding the site. Trails in much of the project area will have substantial vegetated buffer (xx' to xx') to accommodate filtration of stormwater runoff and infiltration from the small amount of runoff volume generated. IMPLEMENTATION SCHEDULE AND PHASING: The Contractor is required to provide an updated schedule and site management plan meeting the minimum requirements of Section 1717.2.C and 1717.2.D of the Minnesota 2016 Standard Specifications. 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)Culvert construction. 4)Site grading. 5)Trail and parking lot construction. 6)Add additional temporary BMPs as necessary during construction based on inspection reports. 7)Ensure final stabilization measures are complete. 8)Provide digital copy of all Field SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner. 9)Submit Notice of Termination (NOT) to MPCA. NOTE: The NOT must be submitted to MPCA before Final Stabilization is considered complete. LEGEND NATIONAL WETLANDS INVENTORY IMPAIRED, SPECIAL OR PROTECTED WATERSOR SPECIAL ENVIRONMENTAL CONSIDERATIONS: The SWPPP Designer and Construction SWPPP Manager 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 this sheet. The Contractor shall attach training documentation to this SWPPP for the Construction SWPPP Manager prior to the start of construction. This information shall be kept up to date until the project NOT is filed. GENERAL STORMWATER DISCHARGE REQUIREMENTS All requirements listed in Part III 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. COMPANY CONTACT PERSON PHONE OWNER:CITY OF SCANDIA, MN KYLE MORELL (651) 433-2274 SWPPP DESIGNER:Bolton & Menk, Inc.BRIAN RUCKER (952) 256-3523 CONTRACTOR: CONSTRUCTION SWPPP MANAGER: PARTY RESPONSIBLE FOR LONG TERM O&M:STATE OF MINNESOTA RESPONSIBLE PARTIES: The Contractor and Owner must apply for coverage under the MPCA's General Stormwater Permit for Construction Activity as required by the National Pollutant Discharge Elimination System (NPDES) Phase II program. Coverage under the permit will begin automatically 7 calendar days after the electronic submittal date or after the postmarked date of a complete application. [Longer time frames apply to sites that disturb areas greater than 50 acres.] 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. 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 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. PROJECT LOCATION SWPPP DESIGNER FEETSCALE HORZ. 1500 30000 R C2.01EROSION CONTROL SWPPP SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ G I S \ S W P P P \ S W P P P _ 0 5 _ 1 3 _ 2 0 1 9 \ C A D \ S W P P P _ S h e e t _ 1 _ 2 0 2 4 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 5 : 4 9 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 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 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: http://www.pca.state.mn.us/index.php/water/water-types-and-programs/stormwater/construction- stormwater/mpca-to-re-issue-construction-stormwater-general-permit.html SWPPP AMENDMENTS Permittee must amend SWPPP as necessary to include additional requirements to correct problems identified or address the following situations. 1.There is a change in design, construction, operation, maintenance, weather or seasonal conditions. 2.Inspections or investigations by site owner or operators, USEPA or MPCA officials determine the SWPPP is not minimizing discharge of pollutants to surface waters or underground waters or discharges are causing water quality standard exceedances. 3.The SWPPP is not achieving the objectives of minimizing pollutants in stormwater discharges associated with construction activity, or the SWPPP is not consistent with the terms and conditions of the permit. 4.The MPCA determines that the project's stormwater discharges may cause, have reasonable potential to cause, or contribute to non-attainment of any applicable water quality standard, or the SWPPP does not incorporate the applicable requirements of the permit. EROSION PREVENTION PRACTICES The location of areas not to be disturbed must be delineated on the project before site work begins. Disturbance on steep slopes (>33.3%) shall be minimized. Where required, techniques such as phasing and stabilizing practices designed for steep slopes shall be used. All exposed soils must be stabilized as soon as possible, but in no case later than 14 days after the construction activity has temporarily or permanently ceased. 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. 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. Stabilization of the remaining portions of any temporary or permanent ditches or swales within 14 calendar days after connecting to a surface water or property edge and construction in that portion of the ditch has temporary or permanently ceased. 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 a temporary or permanent drainage ditch. Refer to erosion and sediment control plan for temporary and permanent stabilization measures for ditches and swales. Stormwater discharges shall be directed to vegetated areas where feasible. Velocity dissipation devices shall be used at discharge point. Phased construction will be used to extent practical or as indicated in the plans to minimize exposed soils. Rapid stabilization shall be of type and quantity indicated in the project specifications. Additional rapid stabilization may be necessary to minimize erosion throughout the duration of the project. Type and quantity shall be determined by the engineer or inspector prior to installation. In extreme cases, the contractor shall use any available rapid stabilization to immediately mitigate erosion, then further remedy the situation with approval by owner or engineer. SEDIMENT CONTROL PRACTICES Practices must be established on all down gradient perimeters and be located up gradient of any buffer zones. Perimeter controls must be in place before up gradient land- disturbing activities begin and shall remain in place until final stabilization. All sediment controls practices shall be re-installed if they have been adjusted or removed to accommodate short- term activities and replaced immediately after the short term activity has ceased. Short term activities shall be performed as quickly as possible. Sediment control practices shall be re-installed even before the next precipitation event if the activity is not complete. All storm drains must be protected by appropriate BMPs during construction until all sources to the inlet have been stabilized. Inlet protection may be removed for specific safety concerns identified by the Permittee or jurisdictional authority. The removal shall be documented in the SWPPP and retained on site. Temporary stockpiles must have silt fence or other effective sediment controls and shall not be placed in surface waters or natural buffers. Vehicle tracking BMPs shall be installed to minimize track out of sediment from the construction site. Method shall be approved by engineer prior to commencement of construction activities. Street sweeping shall be used if vehicle tracking BMPs are not adequate to prevent sediment from being tracked onto the street. Soil compaction shall be minimized and topsoil shall be preserved, unless infeasible or if construction activities dictate soil compaction or topsoil stripping. A 50 foot natural buffer, or redundant BMPs (where a buffer is infeasible) must be maintained when a surface water is located within 50 feet of disturbance activities and site runoff flows to the surface water. If polymers, flocculants, or other sedimentation treatment chemicals are used on site, 1) conventional erosion and sediment controls shall be sowed prior to chemical placement, 2) chemicals shall be chosen based on soil types, and expected turbidity, pH, and flow rate of stormwater flowing into the treatment system, and 3) chemicals shall be used with accepted engineering practices and dosing specifications. TEMPORARY SEDIMENTATION BASINS The temporary sedimentation basin shall be constructed and made operational prior to disturbance of 10 or more acres draining to a common location. Temporary sedimentation basins are required prior to runoff leaving the construction site or entering surface waters when 10 or more acres of disturbed soils drain to a common location. The basin must provide 3,600 cubic feet of "storage below the outlet per acre drained. If hydraulic calculations are available, the temporary sedimentation basin must provide a storage volume equivalent to the 2-year, 24-hour storm, but in no case less than 1800 cubic feet per acre drained. The temporary sedimentation basin must be constructed and made operational concurrent with the start of soil disturbance up gradient of the pond. The temporary sedimentation basin shall be designed to prevent short circuiting. The outfall shall be designed to remove floatable debris, allow for complete drawdown of the pond for maintenance activities, and have energy dissipation. The emergency spillway shall be stabilized. Temporary sedimentation basins shall be situated outside of surface waters and any required buffer zone, and must be designed to avoid draining wetlands, unless the impact is in compliance with the requirements of this permit. Excessive sediment-laden water that is not properly filtered will not be permitted to discharge from site. DEWATERING AND BASIN DRAINING Turbid or sediment-laden waters related to dewatering or basin draining shall be discharged to a temporary or permanent sedimentation basin on the project site unless infeasible. The temporary or permanent basin may discharge to surface waters if the basin water has been visually checked to ensure adequate treatment has been obtained in the basin and that the nuisance conditions will not result from the discharge. Discharge points shall be adequately protected from erosion and proper velocity dissipation provided. All water from dewatering or basin-draining activities must be discharged in a manner that does not cause nuisance conditions, erosion in the receiving channels or on down slope properties, or inundation in wetlands causing significant adverse impacts to the wetland. If filters with backwash waters are used, the backwash water shall be hauled away for disposal, returned to the beginning of the treatment process, or incorporated into site in a manner that does not cause erosion. Backwash water may be discharged to sanitary sewer if permission is granted by the sanitary sewer authority. POLLUTION PREVENTION Building products that have the potential to leach pollutants must be under cover to prevent discharge or protected by an effective means designed to minimize contact with stormwater. Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials must be under cover. Hazardous materials and toxic waste must be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access storage areas must be provided to prevent vandalism. Solid waste must be stored, collected and disposed of in compliance with Minn. R. CH 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. Discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or unloaded shall be prevented using drip pans or absorbents. Supplies shall be available at all times to clean up discharged materials and that an appropriate disposal method must be available for recovered spilled materials. Exterior vehicle or equipment washing on the project site shall be limited to a defined area of the site. Runoff from the washing area shall be contained in a sediment basin or other similarly effective controls and waste from the washing activity must be properly disposed of. No engine degreasing is allowed on site. Effective containment for all liquid and solid wastes generated by concrete and other washout operations related to construction activity shall be effectively contained. Liquid and solid washout waste shall not contact the ground, and containment must be designed so that it does not result in runoff from the washout operations or areas. 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. INFESTED WATERS: 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 until such time as an Infested Waters Permit is obtained or that written notification is obtained stating that such permit is not required. INSPECTION & MAINTENANCE A trained person shall routinely inspect the entire construction site at least once every 7 days 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 within 7 days. All inspections and maintenance conducted during construction must be recorded within 24 hours in writing and records 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. Where parts of the project site have permanent cover, but work remains on other parts of the site, inspections may be reduced on these areas to once per month. Where the site has permanent cover on all exposed areas and no construction activity is occurring anywhere on site, the site must be inspected during non-frozen conditions at least once per month for 12 months. Following the 12th month of permanent cover and no construction activity, inspections shall be terminated until construction activity resumes or notification from MPCA has been issued that erosion has been detected at the site. During frozen ground conditions, inspections may be suspended and shall resume within 24 hours after runoff occurs or 24 hours prior to resuming construction activity, whichever is first. Inspection and maintenance shall resume until another Permittee has obtained coverage under this Permit or the project has undergone Final Stabilization, and an NOT has been submitted. All erosion prevention and sediment control BMPs shall be inspected to ensure integrity and effectiveness during all routine and post-rainfall inspections. All non-functioning BMPs must be repaired, replaced, or supplemented with functional BMPs by the end of the next business day after discovery, or as soon as field conditions allow access. All perimeter control devices must be repaired, replaced, or supplemented when they become non-functional or the sediment reaches one-half (1/2) of the height of the device. These repairs must be made by the end of the next business day after discovery, or as soon as field conditions allow. Temporary and permanent sediment basins must be drained and the sediment removed when the depth of sediment collected in the basin reaches one-half (1/2) the storage volume. Drainage and sediment removal must be completed within 72 hours of discovery, or as soon as field conditions allow. Surface waters, including drainage ditches and conveyance systems, must be inspected for erosion and sediment deposition during each inspection. All deltas and sediment deposited in drainage ways, catch basins, and other drainage systems shall be removed. The removal and stabilization must take place within seven (7) days of discovery unless precluded by legal, regulatory, or physical access constraints. The Permittee is responsible for obtaining all applicable permits prior to conducting any work in surface waters. Construction site vehicle exit locations must be inspected for evidence of off-site sediment tracking onto paved surfaces. Tracked sediment must be removed from all paved surfaces both on and off site within 24-hours of discovery, or if applicable, within a shorter time to comply with the permit. Streets and other areas adjacent to the project must be inspected for evidence of off-site accumulations of sediment. If sediment is present, it must be removed in a manner and at a sufficient frequency to minimize off-site impacts. All infiltration areas must be inspected 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. FINAL STABILIZATION Final Stabilization is not complete until all of the following requirements have been met: 1.All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform perennial vegetative cover with a density of 70% of its expected final growth density over the entire pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions. 2.Permanent stormwater management system is constructed, meets all requirements of the Permit, and is operating as designed. Temporary or permanent sedimentation basins that are to be used as permanent water quality management basins have been cleaned of any accumulated sediment. All sediment has been removed from conveyance systems, and ditches are stabilized with permanent cover. 3.All temporary synthetic and structural erosion prevention and sediment control BMPs have been removed. BMPs designed to decompose on site may be left in place. 4.For residential construction only, individual lots are considered finally stabilized if the structure(s) are finished, temporary erosion protection and down gradient perimeter control has been completed and the residence has been sold to the homeowner. Also, the "Homeowner Fact Sheet" has been provided to the homeowner C2.02EROSION CONTROL SWPPP SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ G I S \ S W P P P \ S W P P P _ 0 5 _ 1 3 _ 2 0 1 9 \ C A D \ S W P P P _ S h e e t _ 2 _ 2 0 2 4 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 5 : 5 5 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 453C 264 504B 264 153B 449 504C 266 453B 153C 453B 266 453C 266 453B 453C 264 153C 153C 264 449 264 153B 153C 452 504C 504B504B 264 504B 153B 449 504C 153C 153C 264 449 264 153B 153C 452 504C 504B504B 226 504C 266 153C 266153C 504B 153B LEGEND PROJECT BOUNDARY SOIL TYPE NATIONAL WETLANDS INVENTORY STEEP SLOPES (>33.3%) IMPAIRED, SPECIAL OR PROTECTED WATERS SOIL TYPE SUMMARY Map Unit Symbol Soil Name Hyd. Soil Group MUSYM MUNAME HYDGRP 153B SANTIAGO SILT LOAM, 2 TO 6 PERCENT SLOPES B 153C SANTIAGO SILT LOAM, 6 TO 15 PERCENT SLOPES B 264 FREEON SILT LOAM, 1 TO 4 PERCENT SLOPES C 266 FREER SILT LOAM C/D 449 CRYSTAL LAKE SILT LOAM, 1 TO 3 PERCENT SLOPES C 452 COMSTOCK SILT LOAM B/D 453B DEMONTREVILLE LOAMY FINE SAND, 2 TO 6 PERCENT SLOPES C 453C DEMONTREVILLE LOAMY FINE SAND, 6 TO 12 PERCENT SLOPES C 504B DULUTH SILT LOAM, 1 TO 6 PERCENT SLOPES C 504C DULUTH SILT LOAM, 6 TO 12 PERCENT SLOPES C R C2.03EROSION CONTROL SWPPP FEETSCALE 0 200 400 HORZ. R SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ G I S \ S W P P P \ S W P P P _ 0 5 _ 1 3 _ 2 0 1 9 \ C A D \ S W P P P _ S h e e t _ 3 _ 2 0 2 4 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 6 : 3 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT X X X X X X X X X X X U P P P PP O E 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 X X X X X X X X X X X X X X X X X X X X X X X MSMS MSMS MSMS 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+0 0 6+00 7+00 8+ 0 0 9+ 0 0 10+ 0 0 11+0 0 12+00 13+00 14+00 15+00 16+0 0 17+00 18 + 0 0 19+00 20 + 0 0 21 + 0 0 INSTALL ROCK CONSTRUCTION ENTRANCE >> >> >>>> >> >> 14808 14803 20990 14826 14842 14862 14872 20877 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 X X X X X X X X X P P 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 MSMS MS MS MS MS MS MS MS M S 1 7 + 0 0 18 + 0 0 19 + 0 0 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+ 0 0 2 9 + 0 0 30 + 0 0 14872 20877 15010 15199 15243 15230 C2.04EROSION CONTROL TRAIL FEETSCALE 0 50 100 R SEE SHEET C2.05 SEE ABOVE SE E B E L O W R SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 2 0 4 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 6 : 5 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT NOTES: 1.ALL CULVERTS, BOTH EXISTING AND PROPOSED, SHALL HAVE INLET PROTECTION INSTALLED PRIOR TO DISTURBANCE AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE. 2.INSTALL REDUNDANT EROSION CONTROL MEASURES AT DOWN GRADIENT WETLAND BOUNDARIES WITHIN 50' OF UTILITY CONSTRUCTION PRIOR TO BEGINNING WORK. 3.SEDIMENT CONTROL LOGS MAY BE USED AS A SUBSTITUTE FOR MACHINE SLICED SILT FENCE IF APPROVED BY THE ENGINEER. IF A SUBSTITUTION IS MADE BY THE CONTRACTOR, THE IMPROVEMENT SHALL BE PAID AT THE UNIT PRICE BID FOR THE PLANNED IMPROVEMENT. 4.DISCHARGE OF SEDIMENT TO DELINEATED WETLANDS SHALL BE PROHIBITED BEYOND THE DESIGN LIMITS OF WETLAND FILL. SEDIMENT DISCHARGED TO WETLANDS BEYOND DESIGN LIMITS DUE TO CONTRACTORS NEGLIGENCE OF EROSION CONTROL MEASURES SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 5.REESTABLISH ALL DISTURBED SOIL WITH EROSION CONTROL BLANKET, FERTILIZER, AND SEED MIX AS SHOWN. 6.USE NON-PHOSPHORUS FERTILIZER FOR REVEGETATION AREAS DRAINING TO WETLANDS. 7.DITCH CHECKS SHALL HAVE MAINTENANCE PERFORMED FOLLOWING SUBSTANTIAL RAIN EVENTS FOR PONDING, EROSION, AND LODGED DEBRIS WITHIN THE BMP. STABILIZED CONSTRUCTION EXIT SEED MIX 35-241 W/BLANKET CAT 25 RIP RAP EROSION CONTROL LEGEND EXISTING/PROPOSED INLET PROTECTION SEDIMENT CONTROL LOG MACHINE SLICED SILT FENCE TURBIDITY BARRIER MS DRAINAGE FLOW SEED MIX 25-141 W/BLANKET CAT 25 SEED MIX 25-141 W/BLANKET CAT 60 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 C-BE-D E-D E-DE-DE-DE-D X X XXXX X X X X X X X X X X X MS MS MS MS MS MS MS MSMSMS MS MSMSMS MS MS 31+00 32+00 33+00 34+ 0 0 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+0 0 45 + 0 0 46+00 47+00 15230 15210 >> >> H C CLVT FC-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G - B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C - B C-B C-B C-B C - B C-B C-B C- B C- B E-D E-D E-D E-D E-D E-D E-D E-D E-D E - D E - D E - D E - D E - D G-D G-D G-D OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E XX X X MS MS MS MS MS MS MS MS MS MS M S MS MS MS MS MS MS MS MS MS MS M S M S MS M S MS 45 + 0 0 46 + 0 0 4 7 + 0 0 4 8 + 0 0 48+86.52 15210 15261 15240 C2.05EROSION CONTROL TRAIL FEETSCALE 0 50 100 R SE E B E L O W SEE ABOVE SE E S H E E T C2 . 0 4 R SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 2 0 5 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 7 : 2 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT NOTES: 1.ALL CULVERTS, BOTH EXISTING AND PROPOSED, SHALL HAVE INLET PROTECTION INSTALLED PRIOR TO DISTURBANCE AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE. 2.INSTALL REDUNDANT EROSION CONTROL MEASURES AT DOWN GRADIENT WETLAND BOUNDARIES WITHIN 50' OF UTILITY CONSTRUCTION PRIOR TO BEGINNING WORK. 3.SEDIMENT CONTROL LOGS MAY BE USED AS A SUBSTITUTE FOR MACHINE SLICED SILT FENCE IF APPROVED BY THE ENGINEER. IF A SUBSTITUTION IS MADE BY THE CONTRACTOR, THE IMPROVEMENT SHALL BE PAID AT THE UNIT PRICE BID FOR THE PLANNED IMPROVEMENT. 4.DISCHARGE OF SEDIMENT TO DELINEATED WETLANDS SHALL BE PROHIBITED BEYOND THE DESIGN LIMITS OF WETLAND FILL. SEDIMENT DISCHARGED TO WETLANDS BEYOND DESIGN LIMITS DUE TO CONTRACTORS NEGLIGENCE OF EROSION CONTROL MEASURES SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 5.REESTABLISH ALL DISTURBED SOIL WITH EROSION CONTROL BLANKET, FERTILIZER, AND SEED MIX AS SHOWN. 6.USE NON-PHOSPHORUS FERTILIZER FOR REVEGETATION AREAS DRAINING TO WETLANDS. 7.DITCH CHECKS SHALL HAVE MAINTENANCE PERFORMED FOLLOWING SUBSTANTIAL RAIN EVENTS FOR PONDING, EROSION, AND LODGED DEBRIS WITHIN THE BMP. STABILIZED CONSTRUCTION EXIT SEED MIX 35-241 W/BLANKET CAT 25 RIP RAP EROSION CONTROL LEGEND EXISTING/PROPOSED INLET PROTECTION SEDIMENT CONTROL LOG MACHINE SLICED SILT FENCE TURBIDITY BARRIER MS DRAINAGE FLOW SEED MIX 25-141 W/BLANKET CAT 25 SEED MIX 25-141 W/BLANKET CAT 60 >>>> >> >> >> CLV T C F C C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G- B G- B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C- B C- B C- B C - B C - B C - B C - B E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E- D E- D E- D E-D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE E E E >> >>>>>> >> >> >> >> MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS M S MS MS M S M S M S M S MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS M S M S M S M S M S M S M S M S 0+00 1+00 2+00 3+00 4+00 5+00 998 998 999 997 998 997 998 999 1000 1005 996 997 998 999 1001 1002 1003 1004 100 0 99 9 100 1 9 9 6 9 9 7 9 9 8 99 6 9 9 7 9 9 8 1000 15210 15145 15261 15230 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 C C C H C C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C - B C - B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C - B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G - D OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XX X C > > > > > > > > >> MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MSMSMSMS 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 1000 1005 1000 1005 999 1001 1002 1003 1004 1 0 0 6 1 0 0 7 1008 1000 100 0 1000 100 1 1001 100 1 100 2 10 0 3 10 0 4 1002 1000 999 1001 1000 998999 1001 995 991 992 993994996997 998999 995 992993994996997998 997 998 999 995 991 992 993 994 1002 100 5 989 999 15240 15261 15261 SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 2 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 7 : 4 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C2.06EROSION CONTROL COUNTY ROAD 52 FEETSCALE 0 25 50 HORZ. R R COUNTY ROAD 52 COUNTY ROAD 52 STABILIZED CONSTRUCTION EXIT SEED MIX 35-241 W/BLANKET CAT 25 RIP RAP EROSION CONTROL LEGEND EXISTING/PROPOSED INLET PROTECTION SEDIMENT CONTROL LOG MACHINE SLICED SILT FENCE TURBIDITY BARRIER MS DRAINAGE FLOW SEED MIX 25-141 W/BLANKET CAT 25 SEED MIX 25-141 W/BLANKET CAT 60 NOTES: 1.ALL CULVERTS, BOTH EXISTING AND PROPOSED, SHALL HAVE INLET PROTECTION INSTALLED PRIOR TO DISTURBANCE AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE. 2.INSTALL REDUNDANT EROSION CONTROL MEASURES AT DOWN GRADIENT WETLAND BOUNDARIES WITHIN 50' OF UTILITY CONSTRUCTION PRIOR TO BEGINNING WORK. 3.SEDIMENT CONTROL LOGS MAY BE USED AS A SUBSTITUTE FOR MACHINE SLICED SILT FENCE IF APPROVED BY THE ENGINEER. IF A SUBSTITUTION IS MADE BY THE CONTRACTOR, THE IMPROVEMENT SHALL BE PAID AT THE UNIT PRICE BID FOR THE PLANNED IMPROVEMENT. 4.DISCHARGE OF SEDIMENT TO DELINEATED WETLANDS SHALL BE PROHIBITED BEYOND THE DESIGN LIMITS OF WETLAND FILL. SEDIMENT DISCHARGED TO WETLANDS BEYOND DESIGN LIMITS DUE TO CONTRACTORS NEGLIGENCE OF EROSION CONTROL MEASURES SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 5.REESTABLISH ALL DISTURBED SOIL WITH EROSION CONTROL BLANKET, FERTILIZER, AND SEED MIX AS SHOWN. 6.USE NON-PHOSPHORUS FERTILIZER FOR REVEGETATION AREAS DRAINING TO WETLANDS. 7.DITCH CHECKS SHALL HAVE MAINTENANCE PERFORMED FOLLOWING SUBSTANTIAL RAIN EVENTS FOR PONDING, EROSION, AND LODGED DEBRIS WITHIN THE BMP. X X X X X X X X X X X X X X X X X X X X >>>> C-B C-B C-B C-B C-B C- B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G- B E - D E - D E - D E - D E - D E - D E - D E - D E - D G - D G - D G - D G - D G - D G - D OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE X XX >> > > > > > > > > > > >> >> >> >> >> >>>> MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS 19+99.98 13+00 14+00 15+00 16+00 17+00 18+00 19+00 100 4 992993 100 5 1 0 0 5 100310 0 3 1 0 0 4 1006 10 0 6 995 992 993 994 996 997 998 999 1 0 0 0 1005 100 1 1002 1003 1004 1000 1005 997 998 9991001100210031004 995 993 994 996 997 996 995 1000 992 993 994 996 997 998 999 1001 10 0 2 10021002 1003 9 9 5 991 992993 9 9 4 9 9 6 990989 1000 1005 998999 1001 1002 1003 1004 9 9 5 993 15526 15261 15521 SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 2 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 7 : 4 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C2.07EROSION CONTROL COUNTY ROAD 52 FEETSCALE 0 25 50 HORZ. R COUNTY ROAD 52 NOTES: 1.ALL CULVERTS, BOTH EXISTING AND PROPOSED, SHALL HAVE INLET PROTECTION INSTALLED PRIOR TO DISTURBANCE AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE. 2.INSTALL REDUNDANT EROSION CONTROL MEASURES AT DOWN GRADIENT WETLAND BOUNDARIES WITHIN 50' OF UTILITY CONSTRUCTION PRIOR TO BEGINNING WORK. 3.SEDIMENT CONTROL LOGS MAY BE USED AS A SUBSTITUTE FOR MACHINE SLICED SILT FENCE IF APPROVED BY THE ENGINEER. IF A SUBSTITUTION IS MADE BY THE CONTRACTOR, THE IMPROVEMENT SHALL BE PAID AT THE UNIT PRICE BID FOR THE PLANNED IMPROVEMENT. 4.DISCHARGE OF SEDIMENT TO DELINEATED WETLANDS SHALL BE PROHIBITED BEYOND THE DESIGN LIMITS OF WETLAND FILL. SEDIMENT DISCHARGED TO WETLANDS BEYOND DESIGN LIMITS DUE TO CONTRACTORS NEGLIGENCE OF EROSION CONTROL MEASURES SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 5.REESTABLISH ALL DISTURBED SOIL WITH EROSION CONTROL BLANKET, FERTILIZER, AND SEED MIX AS SHOWN. 6.USE NON-PHOSPHORUS FERTILIZER FOR REVEGETATION AREAS DRAINING TO WETLANDS. 7.DITCH CHECKS SHALL HAVE MAINTENANCE PERFORMED FOLLOWING SUBSTANTIAL RAIN EVENTS FOR PONDING, EROSION, AND LODGED DEBRIS WITHIN THE BMP. STABILIZED CONSTRUCTION EXIT SEED MIX 35-241 W/BLANKET CAT 25 RIP RAP EROSION CONTROL LEGEND EXISTING/PROPOSED INLET PROTECTION SEDIMENT CONTROL LOG MACHINE SLICED SILT FENCE TURBIDITY BARRIER MS DRAINAGE FLOW SEED MIX 25-141 W/BLANKET CAT 25 SEED MIX 25-141 W/BLANKET CAT 60 X X X X X X X X X X X X X X X X >>>> >> >> >> C C C H C C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C - B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C- B C - B C - B C - B C - B E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E- D E- D E- D E- D OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE E E E XXXXXXXXXXX X X XX X XX X C >> >>>>>>>> >> 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 PC : 4 + 8 0 . 1 8 CBMH - 4A CB - 3A FES - 2 FES - 3 FES - 1 FES - 4 15 " R C P 15" R C P 18" RCP 15261 15230 15240 970 975 980 985 990 995 1000 1005 1010 1015 970 975 980 985 990 995 1000 1005 1010 1015 501+00 502+00 503+00 503+25 99 0 . 9 99 4 . 3 99 8 . 9 10 0 0 . 5 99 4 . 5 4 99 9 . 2 7 10 0 0 . 7 8 970 975 980 985 990 995 1000 1005 1010 1015 970 975 980 985 990 995 1000 1005 1010 1015 501+00 502+00 502+25 10 0 1 . 1 99 7 . 1 99 9 . 8 99 9 . 8 99 5 . 8 1 99 9 . 3 8 99 9 . 4 9 I=994.50 15" W 502+00.00, 0.00' FES - 4 38' - 15" RCP @ 2.17%38' 15" RCP CL V @ 2.17% I=995.32 15" E STA 502+37.8 R=1000.32 CBMH - 4A DIA=4.0'???' X ???' BLD=5.0'I=995.36 15" SW 501+00.00, 0.00' FES - 3 28' - 15" RCP @ 0.45%28' 15" RCP CL V @ 0.45% I=995.49 15" NE STA 501+28.0 R=998.99 CB - 3A DIA=???'2' X 3' BLD=3.5' 970 975 980 985 990 995 1000 1005 1010 1015 970 975 980 985 990 995 1000 1005 1010 1015 500+00 501+00 501+75 99 3 . 3 99 3 . 9 99 4 . 6 99 6 . 9 99 8 . 9 99 6 . 2 99 5 . 0 0 99 8 . 5 0 99 8 . 7 5 99 5 . 2 3 I=995.15 18" NW 500+96.00, 0.00' FES - 2 96' - 18" RCP CL V @ 0.40% TIE ALL PIPE 96' 18" RCP@ 0.40% I=994.77 18" SE 500+00.00, 0.00' FES - 1 FINISHED GROUND PROFILE OVER STORM SEWER PIPE EXISTING GROUND PROFILE OVER STORM SEWER PIPE FINISHED GROUND ELEVATION OVER STORM SEWER PIPE EXISTING GROUND ELEVATION OVER STORM SEWER PIPE SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 5 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 8 : 0 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT R C5.01STORM SEWER PLAN & PROFILE COUNTY ROAD 52 FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. COUNTY ROAD 52 NOTES: 1.ALL ADJUSTMENTS FOR NEW STORM STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR THAT RESPECTIVE ITEM. 2.STORM SEWER PIPE LENGTHS AND GRADES ARE CALCULATED AND PAID USING THE DISTANCE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 3.THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT ALL STORM SEWER STRUCTURES FROM DEBRIS AND SEDIMENT ENTERING THE STORM SEWER SYSTEM (INCIDENTAL). 4.ALL NEW STORM SEWER SHALL BE CONSTRUCTED STARTING AT THE LOWER END AND PROGRESSING UPSTREAM. 5.ALL CULVERT PIPE SHALL BE TIED USING WASHINGTON COUNTY TIES PER DETAIL WC-300 ON SHEET C1.07 6.THE EXISTING UTILITIES IN THE PLAN ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. IT IS NOT GUARANTEED THAT ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, PRIOR TO COMMENCING WORK AND PROTECTING THE EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE PLAN OR DIRECTED BY THE ENGINEER OR OWNER OF THE SUBJECT ENTITY. 7.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND UTILITIES. 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 C - B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-BC-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G- B E - D E - D E - D E - D E - D E - D E - D E - D G - D G - D G - D G - D G - D G - D OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX >> > > > > > > > > > > >> >> >> >> >> >>>> 11+00 12+00 13+00 14+00 15+00 16+00 17+00PT : 1 1 + 2 5 . 1 5 FES - 6 FES - 10 FES - 8 FES - 7 FES - 9 FES - 5 18" RCP 1 8 " R C P 36 " R C P 15526 15261 15521 FES - 11 FES - 12 FES - 14FES - 13 18" RCP 15" CMP INV = 997.00 INV = 997.47 INV = 997.00 INV = 997.29 56 LF - 18" RCP @ 0.69% W/2 APRONS 30 LF - 15" CMP @ 0.95% W/2 APRONS 970 975 980 985 990 995 1000 1005 1010 1015 970 975 980 985 990 995 1000 1005 1010 1015 970 975 980 985 990 995 1000 1005 1010 1015 970 975 980 985 990 995 1000 1005 1010 1015 505+00 506+00 506+25 99 2 . 4 99 4 . 0 99 4 . 0 99 4 . 8 99 5 . 5 99 4 . 1 0 99 6 . 4 8 506+00 507+00 507+75 99 0 . 3 99 3 . 3 99 5 . 4 99 9 . 2 99 9 . 2 99 5 . 5 99 6 . 2 99 9 . 4 2 10 0 6 . 0 3 10 0 6 . 1 1 10 0 0 . 9 8 99 2 . 6 4 I=992.51 18" SE 505+00.00, 0.00' FES - 7 36' - 18" RCP CL V @ 0.32%TIE ALL PIPE36' 18" RCP @ 0.32% I=992.63 18" NW 505+36.00, 0.00' FES - 8 I=992.63 18" NE 507+24.00, 0.00' FES - 10 124' - 18" RCP CL V @ 0.28% TIE ALL PIPE 124' 18" RCP@ 0.28% I=992.28 18" SW 506+00.00, 0.00' FES - 9 970 975 980 985 990 995 1000 1005 1010 1015 970 975 980 985 990 995 1000 1005 1010 1015 503+00 504+00 504+75 98 8 . 0 98 8 . 5 99 4 . 5 99 8 . 3 99 7 . 7 99 2 . 3 99 1 . 0 99 1 . 1 1 99 7 . 7 7 10 0 4 . 5 8 10 0 4 . 6 0 99 9 . 0 8 I=989.62 36" SW 503+00.00, 0.00' FES - 5 112' - 36" RCP CL I V @ 2 . 4 7 % TIE ALL PIPE 112' 36" RCP@ 2.47% I=992.39 36" NE 504+12.00, 0.00' FES - 6 FINISHED GROUND ELEVATION OVER STORM SEWER PIPE EXISTING GROUND ELEVATION OVER STORM SEWER PIPE FINISHED GROUND PROFILE OVER STORM SEWER PIPE EXISTING GROUND PROFILE OVER STORM SEWER PIPE GRADE DITCH TO DRAIN SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 5 0 1 . d w g 6/ 1 0 / 2 0 2 5 1 : 5 8 : 0 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT R C5.02STORM SEWER PLAN & PROFILE COUNTY ROAD 52 FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. COUNTY ROAD 52 NOTES: 1.ALL ADJUSTMENTS FOR NEW STORM STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR THAT RESPECTIVE ITEM. 2.STORM SEWER PIPE LENGTHS AND GRADES ARE CALCULATED AND PAID USING THE DISTANCE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 3.THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT ALL STORM SEWER STRUCTURES FROM DEBRIS AND SEDIMENT ENTERING THE STORM SEWER SYSTEM (INCIDENTAL). 4.ALL NEW STORM SEWER SHALL BE CONSTRUCTED STARTING AT THE LOWER END AND PROGRESSING UPSTREAM. 5.ALL CULVERT PIPE SHALL BE TIED USING WASHINGTON COUNTY TIES PER DETAIL WC-300 ON SHEET C1.07 6.THE EXISTING UTILITIES IN THE PLAN ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. IT IS NOT GUARANTEED THAT ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, PRIOR TO COMMENCING WORK AND PROTECTING THE EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE PLAN OR DIRECTED BY THE ENGINEER OR OWNER OF THE SUBJECT ENTITY. 7.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND UTILITIES. U P P P P P O E X X X X X XXX 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 X X X X X X X X X X X X X X X >> >> >>>> >> >> INSTALL ONE-WAY DIRECTIONAL CONCRETE PEDESTRIAN RAMP EXISTING EASEMENT PROPERTY LINE EXISTING EASEMENT DELINEATED WETLAND (TYP) EXISTING EASEMENT INSTALL TWO (2) - 44 LF 24" CS PIPE W/APRONS UPSTREAM INV. ELEV.=1000.66 DOWNSTREAM INV. ELEV.=1000.35 INSTALL 50 LF 15" CS PIPE W/APRONS UPSTREAM INV. ELEV.= 1010.00 DOWNSTREAM INV. ELEV.= 1009.30 DELINEATED WETLAND PROPERTY LINEINSTALL 48 LF 15" CS PIPE W/APRONS UPSTREAM INV. ELEV.= 1006.36 DOWNSTREAM INV. ELEV.= 1004.83 INSTALL 50 LF 15" CS PIPE W/APRONS UPSTREAM INV. ELEV.=1007.85 DOWNSTREAM INV. ELEV.=1006.20 SEE SHEET C6.08 FOR PARKING LOT DETAILS AND DIMENSIONS INSTALL 46 LF 15" CS PIPE W/APRONS UPSTREAM INV. ELEV.=1008.00 DOWNSTREAM INV. ELEV.=1007.60 3+ 0 0 4+ 0 0 5+0 0 6+00 7+00 8+ 0 0 9+ 0 0 10+ 0 0 11+00 12+00 13+00 14+00 15+00 16+0 0 17+00 18+ 0 0 1.5% 1.5% 1.5 % 1.5 % 1.5 % 1.5 % SEE DETAIL A ON SHEET C1.09 FOR FILTER MEDIA DETAIL SEE SHEET C6.08 FOR CROSSING CULVERT DETAILS 14808 14803 20990 14826 14842 14862 14872 960 970 980 990 1000 1010 1020 1030 1040 1050 960 970 980 990 1000 1010 1020 1030 1040 1050 10 1 2 . 2 2+50 10 1 3 . 2 3+00 10 1 2 . 9 8 10 1 2 . 2 10 1 2 . 9 8 10 1 2 . 9 4+00 10 1 4 . 1 2 10 1 4 . 1 10 1 5 . 4 4 10 1 5 . 5 5+00 10 1 4 . 7 5 10 1 4 . 6 10 1 2 . 3 4 10 1 1 . 1 6+00 10 0 9 . 9 3 10 0 8 . 8 10 0 7 . 5 2 10 0 7 . 1 7+00 10 0 5 . 1 3 10 0 4 . 3 10 0 3 . 9 5 10 0 1 . 7 8+00 10 0 4 . 6 7 10 0 2 . 6 10 0 6 . 9 9 10 0 4 . 9 9+00 10 0 9 . 4 9 10 0 6 . 8 10 1 2 . 0 0 10 1 1 . 0 10+00 10 1 4 . 4 7 10 1 5 . 3 10 1 5 . 9 9 10 1 6 . 1 11+00 10 1 6 . 0 8 10 1 6 . 0 10 1 5 . 1 8 10 1 2 . 0 12+00 10 1 4 . 2 6 10 1 2 . 5 10 1 3 . 3 3 10 1 3 . 3 13+00 10 1 2 . 4 1 10 1 1 . 9 10 1 1 . 4 9 10 1 1 . 1 14+00 10 1 0 . 5 6 10 0 8 . 3 10 0 9 . 6 4 10 0 7 . 3 15+00 10 0 8 . 8 1 10 0 7 . 4 10 0 8 . 6 2 10 0 6 . 6 16+00 10 0 9 . 1 0 10 0 9 . 2 10 0 9 . 6 7 10 0 8 . 3 17+00 10 1 0 . 2 4 10 0 8 . 3 17+50 2.71% -4.82%5.01% -1.85%-0.57%VP I : 3 + 0 5 . 9 7 EL : 1 0 1 3 . 2 3 VPI: 5+22.40 EL: 1016.08 A = -7.53% K = 7.96 L=60' VPI: 11+00.36 EL: 1017.02 A = -6.86% K = 17.50 L=120' VPI: 3+97.93 EL: 1012.71 A = 3.28% K = 18.32 L=60' VPI: 8+07.25 EL: 1002.34 A = 9.83% K = 13.22 L=130' VPI: 15+75.36 EL: 1008.25 A = 2.99% K = 33.45 L=100' HP : 5 + 1 3 . 9 8 EL : 1 0 1 5 . 5 6 HP : 1 1 + 2 8 . 0 2 EL : 1 0 1 6 . 2 1 LP : 3 + 7 8 . 3 0 EL : 1 0 1 2 . 8 5 LP : 8 + 0 6 . 0 3 EL : 1 0 0 3 . 9 4 LP : 1 5 + 8 7 . 1 7 EL : 1 0 0 8 . 6 0 VP C : 4 + 9 2 . 4 0 EL : 1 0 1 5 . 2 7 VP C : 1 0 + 4 0 . 3 6 EL : 1 0 1 4 . 0 2 VP T : 4 + 2 7 . 9 3 EL : 1 0 1 3 . 5 2 VP T : 8 + 7 2 . 2 5 EL : 1 0 0 5 . 6 0 VP T : 1 6 + 2 5 . 3 6 EL : 1 0 0 8 . 8 2 VP T : 5 + 5 2 . 4 0 EL : 1 0 1 4 . 6 4 VP T : 1 1 + 6 0 . 3 6 EL : 1 0 1 5 . 9 2 VP C : 3 + 6 7 . 9 3 EL : 1 0 1 2 . 8 8 VP C : 7 + 4 2 . 2 5 EL : 1 0 0 5 . 4 8 VP C : 1 5 + 2 5 . 3 6 EL : 1 0 0 9 . 1 7 FINISHED GROUND PROFILE OVER TRAIL EXISTING GROUND PROFILE OVER TRAIL EXISTING GROUND ELEVATION OVER TRAIL FINISHED GROUND ELEVATION OVER TRAIL 24" STM INV = 1000.48 24" STM INV = 1000.46 24" STM INV = 1009.60 15" STM INV = 1007.76 15" STM INV = 1005.90 15" STM INV = 1007.26 C6.01STREET PLAN & PROFILE TRAIL FEETSCALE 0 50 100 HORZ. FEETSCALE 0 5 10 VERT. R SE E S H E E T C6 . 0 1 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 6 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 8 : 2 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 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 X X X X X X X X X X X X X PP X X X X X X X X X X X X X X GRADE DITCH AS DIRECTED BY ENGINEER SEE CROSS SECTIONS FOR DETAILS PROPERTY LINE PROPERTY LINE EXISTING EASEMENT EXISTING EASEMENT TRANSITION HORSE TRAIL ADJACENT TO BITUMINOUS TRAIL INSTALL 48 LF 15" CS PIPE W/APRONS UPSTREAM INV. ELEV.= 1010.50 DOWNSTREAM INV. ELEV.= 1008.20 INSTALL 52 LF 15" CS PIPE W/APRONS UPSTREAM INV. ELEV.= 997.30 DOWNSTREAM INV. ELEV.= 995.80 INSTALL 52 LF 18" CS PIPE W/APRONS UPSTREAM INV. ELEV.= 984.53 DOWNSTREAM INV. ELEV.= 982.82 PROPERTY LINE EXISTING EASEMENT DELINEATED WETLAND (TYP) 16+00 17 + 0 0 1 8 + 0 0 19+ 0 0 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 2 9 + 0 0 30 + 0 0 31 + 0 0 1 . 5 % 1 . 5 % GRADE DITCH AS DIRECTED BY ENGINEER SEE CROSS SECTIONS FOR DETAILS FURNISH AND INSTALL WIRE FENCE PER DETAIL A ON SHEET C1.07 FURNISH AND INSTALL WIRE FENCE PER DETAIL A ON SHEET C1.07 14872 20877 15010 15199 15230 960 970 980 990 1000 1010 1020 1030 1040 1050 960 970 980 990 1000 1010 1020 1030 1040 1050 10 0 8 . 6 2 10 0 6 . 6 16+00 10 0 9 . 1 0 10 0 9 . 2 10 0 9 . 6 7 10 0 8 . 3 17+00 10 1 0 . 2 4 10 0 8 . 3 10 1 0 . 8 1 10 0 9 . 5 18+00 10 1 1 . 3 8 10 1 0 . 4 10 1 1 . 9 5 10 1 0 . 0 19+00 10 1 2 . 5 2 10 1 2 . 4 10 1 3 . 0 5 10 1 3 . 3 20+00 10 1 2 . 8 6 10 1 4 . 3 10 1 1 . 7 0 10 1 3 . 9 21+00 10 0 9 . 6 1 10 1 2 . 2 10 0 7 . 2 8 10 0 7 . 1 22+00 10 0 4 . 9 6 10 0 2 . 0 10 0 2 . 6 3 99 9 . 1 23+00 10 0 0 . 3 1 99 6 . 4 99 8 . 3 0 99 6 . 2 24+00 99 6 . 5 1 99 6 . 0 99 4 . 7 3 99 5 . 0 25+00 99 2 . 9 4 99 2 . 8 99 1 . 1 6 99 0 . 1 26+00 98 9 . 3 7 98 8 . 1 98 7 . 6 1 98 6 . 4 27+00 98 6 . 4 1 98 4 . 9 98 6 . 0 7 98 3 . 8 28+00 98 6 . 5 8 98 3 . 6 98 7 . 9 3 98 4 . 2 29+00 98 9 . 5 5 98 8 . 1 99 1 . 1 8 99 0 . 6 30+00 99 2 . 8 0 99 2 . 3 99 4 . 5 8 99 3 . 5 31+00 -4.65% 1.14% -3.57% 3.25% VPI: 20+60.36 EL: 1013.78 A = -5.80% K = 25.88 L=150' VPI: 23+70.36 EL: 999.35 A = 1.09% K = 55.27 L=60' VPI: 27+90.36 EL: 984.36 A = 6.82% K = 29.33 L=200' HP : 2 0 + 1 4 . 9 0 EL : 1 0 1 3 . 0 9 LP : 2 7 + 9 5 . 0 3 EL : 9 8 6 . 0 7 VP C : 1 9 + 8 5 . 3 6 EL : 1 0 1 2 . 9 3 VP T : 1 6 + 2 5 . 3 6 EL : 1 0 0 8 . 8 2 VP T : 2 4 + 0 0 . 3 6 EL : 9 9 8 . 2 8 VP T : 2 8 + 9 0 . 3 6 EL : 9 8 7 . 6 1 VP T : 2 1 + 3 5 . 3 6 EL : 1 0 1 0 . 2 9 VP C : 2 3 + 4 0 . 3 6 EL : 1 0 0 0 . 7 5 VP C : 2 6 + 9 0 . 3 6 EL : 9 8 7 . 9 3 VP C : 3 0 + 5 0 . 3 6 EL : 9 9 2 . 8 1 EXISTING GROUND ELEVATION OVER TRAIL FINISHED GROUND ELEVATION OVER TRAIL FINISHED GROUND PROFILE OVER TRAIL EXISTING GROUND PROFILE OVER TRAIL 15" STM INV = 1007.26 15" STM INV = 1008.98 15" STM INV = 996.48 18" STM INV = 983.23 C6.02STREET PLAN & PROFILE TRAIL FEETSCALE 0 50 100 HORZ. FEETSCALE 0 5 10 VERT. R SE E S H E E T C6 . 0 1 SEE SHEET C6.03 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 6 0 2 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 8 : 5 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 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 C-B C-B C-B C-B C-B C-B G-B G-B C-B C-B E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-D G- D G- D G- D OE OE X X XXXX X X X X X X X X X X X DELINEATED WETLAND (TYP) PROPERTY LINE EXISTING EASEMENT GRADE DITCH AS DIRECTED BY ENGINEER SEE CROSS SECTIONS FOR DETAILS INSTALL 44 LF 15" CS PIPE W/APRONS UPSTREAM INV. ELEV.= 996.55 DOWNSTREAM INV. ELEV.= 996.40 INSTALL 40 LF 15" CS PIPE W/APRONS UPSTREAM INV. ELEV.= 997.00 DOWNSTREAM INV. ELEV.= 996.38 INSTALL 40 LF 15" CS PIPE W/APRONS UPSTREAM INV. ELEV.= 999.00 DOWNSTREAM INV. ELEV.= 998.26 DELINEATED WETLAND GRADE DITCH AS DIRECTED BY ENGINEER SEE CROSS SECTIONS FOR DETAILS 31+00 32+00 33+00 34+ 0 0 35+0 0 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45 + 0 0 4 6 + 0 0 47+00 1.5 % 1.5 % FURNISH AND INSTALL WIRE FENCE PER DETAIL A ON SHEET C1.07 15230 15210 960 970 980 990 1000 1010 1020 1030 1040 1050 960 970 980 990 1000 1010 1020 1030 1040 1050 99 4 . 5 8 99 3 . 5 31+00 99 6 . 6 6 99 5 . 5 99 8 . 8 9 99 7 . 5 32+00 10 0 1 . 1 3 10 0 0 . 0 10 0 3 . 1 9 10 0 3 . 8 33+00 10 0 3 . 7 7 10 0 5 . 3 10 0 2 . 6 2 10 0 1 . 5 34+00 10 0 0 . 7 0 99 9 . 0 99 9 . 3 7 99 6 . 9 35+00 99 8 . 9 3 99 8 . 0 99 9 . 3 6 99 7 . 7 36+00 10 0 0 . 0 8 10 0 0 . 4 10 0 0 . 8 1 99 9 . 5 37+00 10 0 1 . 5 3 99 8 . 7 10 0 2 . 2 5 10 0 1 . 1 38+00 10 0 2 . 9 2 10 0 2 . 6 10 0 2 . 7 8 10 0 2 . 4 39+00 10 0 2 . 2 0 10 0 1 . 8 10 0 1 . 7 8 10 0 1 . 6 40+00 10 0 2 . 5 2 10 0 2 . 0 10 0 4 . 4 6 10 0 3 . 8 41+00 10 0 5 . 9 2 10 0 6 . 0 10 0 6 . 4 5 10 0 5 . 2 42+00 10 0 6 . 9 6 10 0 6 . 0 10 0 7 . 7 4 10 0 7 . 4 43+00 10 0 8 . 8 4 10 0 8 . 5 10 0 9 . 7 5 10 0 9 . 1 44+00 10 0 9 . 7 8 10 0 9 . 3 10 0 8 . 9 0 10 0 8 . 8 45+00 10 0 7 . 1 1 10 0 7 . 9 10 0 4 . 6 7 10 0 5 . 6 46+00 -3.89%-1.16% 1.44% 4.25% 1.00% 2.34% 4.47% VPI: 33+37.70 EL: 1005.05 A = -8.36% K = 14.36 L=120' VPI: 38+64.85 EL: 1003.19 A = -2.60% K = 23.06 L=60' VPI: 41+30.36 EL: 1005.75 A = -3.25% K = 18.46 L=60' VPI: 44+62.13 EL: 1011.47 A = -7.28% K = 27.48 L=200' VPI: 31+00.36 EL: 994.44 A = 1.22% K = 82.07 L=100' VPI: 35+15.36 EL: 998.14 A = 5.33% K = 28.13 L=150' VPI: 40+26.12 EL: 1001.32 A = 5.41% K = 18.49 L=100' VPI: 42+83.16 EL: 1007.28 A = 1.34% K = 74.48 L=100' HP : 3 3 + 4 1 . 8 7 EL : 1 0 0 3 . 8 0 HP : 3 8 + 6 8 . 1 5 EL : 1 0 0 2 . 9 9 HP : 4 4 + 2 6 . 5 1 EL : 1 0 0 9 . 8 8 LP : 3 5 + 4 9 . 7 2 EL : 9 9 8 . 9 3 LP : 3 9 + 9 7 . 5 3 EL : 1 0 0 1 . 7 7 VP C : 3 2 + 7 7 . 7 0 EL : 1 0 0 2 . 3 6 VP C : 3 8 + 3 4 . 8 5 EL : 1 0 0 2 . 7 5 VP C : 4 1 + 0 0 . 3 6 EL : 1 0 0 4 . 4 7 VP C : 4 3 + 6 2 . 1 3 EL : 1 0 0 9 . 1 3 VP T : 3 1 + 5 0 . 3 6 EL : 9 9 6 . 6 7 VP T : 3 5 + 9 0 . 3 6 EL : 9 9 9 . 2 2 VP T : 4 0 + 7 6 . 1 2 EL : 1 0 0 3 . 4 4 VP T : 4 3 + 3 3 . 1 6 EL : 1 0 0 8 . 4 5 VP T : 3 3 + 9 7 . 7 0 EL : 1 0 0 2 . 7 1 VP T : 3 8 + 9 4 . 8 5 EL : 1 0 0 2 . 8 4 VP T : 4 1 + 6 0 . 3 6 EL : 1 0 0 6 . 0 5 VP T : 4 5 + 6 2 . 1 3 EL : 1 0 0 6 . 5 3 VP C : 3 4 + 4 0 . 3 6 EL : 1 0 0 1 . 0 5 VP C : 3 9 + 7 6 . 1 2 EL : 1 0 0 1 . 9 0 VP C : 4 2 + 3 3 . 1 6 EL : 1 0 0 6 . 7 8 EXISTING GROUND ELEVATION OVER TRAIL FINISHED GROUND ELEVATION OVER TRAIL FINISHED GROUND PROFILE OVER TRAIL EXISTING GROUND PROFILE OVER TRAIL 15" STM INV = 996.47 15" STM INV = 996.46 15" STM INV = 998.44 C6.03STREET PLAN & PROFILE TRAIL FEETSCALE 0 50 100 HORZ. FEETSCALE 0 5 10 VERT. R SE E S H E E T C6 . 0 4 SE E S H E E T C6 . 0 2 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 6 0 3 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 9 : 1 9 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT X X X X X X X X X X X X X X X X X X X X X X C C C H C CLV T C F C C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G - B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C- B C - B C - B E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E- D E-D E-D G- D G- D G- D G- D G- D G- D G - D G - D OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE E X XXXXXXXXXXXXXXXXXXXXX X X X C DELINEATED WETLAND (TYP) PROPERTY LINE INSTALL 46 LF 15" CS PIPE W/APRONS UPSTREAM INV. ELEV.= 996.00 DOWNSTREAM INV. ELEV.= 994.60 BEGIN HORSE TRAIL TRANSITION COUNTY ROAD 52 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 4 5 + 0 0 46 + 0 0 4 7 + 0 0 48+0 0 48+86.52 1.5% 1.5% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1 . 5 % 1 . 5 % 15210 15261 15240 960 970 980 990 1000 1010 1020 1030 1040 1050 960 970 980 990 1000 1010 1020 1030 1040 1050 10 0 4 . 4 6 10 0 3 . 8 41+00 10 0 5 . 9 2 10 0 6 . 0 10 0 6 . 4 5 10 0 5 . 2 42+00 10 0 6 . 9 6 10 0 6 . 0 10 0 7 . 7 4 10 0 7 . 4 43+00 10 0 8 . 8 4 10 0 8 . 5 10 0 9 . 7 5 10 0 9 . 1 44+00 10 0 9 . 7 8 10 0 9 . 3 10 0 8 . 9 0 10 0 8 . 8 45+00 10 0 7 . 1 1 10 0 7 . 9 10 0 4 . 6 7 10 0 5 . 6 46+00 10 0 2 . 2 0 99 8 . 4 99 9 . 8 5 99 4 . 9 47+00 99 8 . 6 6 99 4 . 8 99 8 . 7 6 99 8 . 4 48+00 99 9 . 1 0 99 9 . 2 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 0.69% -4.93% 1.00% 2.34% VP I : 4 8 + 8 6 . 4 4 EL : 9 9 9 . 3 6 VPI: 41+30.36 EL: 1005.75 A = -3.25% K = 18.46 L=60' VPI: 44+62.13 EL: 1011.47 A = -7.28% K = 27.48 L=200' VPI: 42+83.16 EL: 1007.28 A = 1.34% K = 74.48 L=100'VPI: 47+29.61 EL: 998.27 A = 5.63% K = 17.77 L=100' HP : 4 4 + 2 6 . 5 1 EL : 1 0 0 9 . 8 8 LP : 4 7 + 6 7 . 2 9 EL : 9 9 8 . 5 7 VP C : 4 1 + 0 0 . 3 6 EL : 1 0 0 4 . 4 7 VP C : 4 3 + 6 2 . 1 3 EL : 1 0 0 9 . 1 3 VP T : 4 3 + 3 3 . 1 6 EL : 1 0 0 8 . 4 5 VP T : 4 7 + 7 9 . 6 1 EL : 9 9 8 . 6 2 VP T : 4 1 + 6 0 . 3 6 EL : 1 0 0 6 . 0 5 VP T : 4 5 + 6 2 . 1 3 EL : 1 0 0 6 . 5 3 VP C : 4 2 + 3 3 . 1 6 EL : 1 0 0 6 . 7 8 VP C : 4 6 + 7 9 . 6 1 EL : 1 0 0 0 . 7 4 EXISTING GROUND ELEVATION OVER TRAIL FINISHED GROUND ELEVATION OVER TRAIL FINISHED GROUND PROFILE OVER TRAIL EXISTING GROUND PROFILE OVER TRAIL 15" STM INV = 995.36 18" STM INV = 994.91 15" STM INV = 995.44 C6.04STREET PLAN & PROFILE TRAIL FEETSCALE 0 50 100 HORZ. FEETSCALE 0 5 10 VERT. R SEE SHEET C6.03 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 6 0 4 T R A I L . d w g 6/ 1 0 / 2 0 2 5 1 : 5 9 : 4 5 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT CLV T C F C C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G- B G- B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C- B C- B C- B C - B C - B C - B C - B E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E- D E- D E- D E- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE E E E 0+00 1+00 2+00 3+00 4+00 5+00 BP : - 0 + 5 0 . 0 0 PI : - 0 + 0 0 . 0 0 PC : 4 + 8 0 . 1 8 1. 5 % 1. 5 % 2. 0 % 2. 0 % CONCRETE DRAINAGE FLUME - 1 EA CONSTRUCT CONCRETE DRIVEWAY APRON PER DETAIL WC-2001 ON SHEET C1.08 0. 0 % SUPER ELEVATE EB LANE PER MNDOT FACILITY DESIGN GUIDE - RC CONDITION (132' TOTAL TRANSITION LENGTH) 15210 15145 15261 15230 980 985 990 995 1000 1005 1010 1015 1020 1025 980 985 990 995 1000 1005 1010 1015 1020 1025 FINISHED GROUND SURFACE AT ℄ EXISTING GROUND SURFACE AT ℄ 0+00 1+00 2+00 3+00 4+00 5+00 5+50 99 8 . 5 99 8 . 5 99 8 . 5 99 8 . 5 99 8 . 5 99 8 . 6 99 8 . 6 99 8 . 6 99 8 . 7 99 8 . 7 99 8 . 8 99 8 . 9 99 9 . 0 99 9 . 2 99 9 . 3 99 9 . 3 99 9 . 4 99 9 . 5 99 9 . 6 99 9 . 8 99 9 . 9 10 0 0 . 1 10 0 0 . 3 10 0 0 . 5 10 0 0 . 7 99 8 . 5 3 99 8 . 5 2 99 8 . 5 1 99 8 . 3 9 99 8 . 2 7 99 8 . 1 8 99 8 . 1 2 99 8 . 1 0 99 8 . 1 2 99 8 . 1 8 99 8 . 2 7 99 8 . 3 9 99 8 . 5 1 99 8 . 6 4 99 8 . 7 6 99 8 . 8 9 99 9 . 0 1 99 9 . 1 4 99 9 . 2 6 99 9 . 3 9 99 9 . 5 1 99 9 . 6 4 99 9 . 7 6 99 9 . 9 2 10 0 0 . 1 4 -0.03%-0.50%0.50%VP I : - 0 + 5 0 . 0 0 EL : 9 9 8 . 5 3 VP I : - 0 + 0 0 . 0 0 EL : 9 9 8 . 5 1 VPI: 1+25 EL: 997.89 A = 1.00% K = 171.00 L=171' VPI: 5+50 EL: 1000.01 A = 0.97% K = 103.09 L=100' LP : 1 + 2 5 . 0 0 EL : 9 9 8 . 1 0 VP T : 2 + 1 0 . 5 0 EL : 9 9 8 . 3 2 VP C : 0 + 3 9 . 5 0 EL : 9 9 8 . 3 2 VP C : 5 + 0 0 EL : 9 9 9 . 7 6 FINISHED GROUND PROFILE EXISTING GROUND PROFILE SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 6 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 0 : 1 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT R C6.05STREET PLAN & PROFILE COUNTY ROAD 52 FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. COUNTY ROAD 52 NOTES: 1.ANY VARIATIONS FROM THE TYPICAL SECTIONS DIMENSION ARE SHOWN ON THE PLAN DRAWINGS. 2.PROVIDE A SAW CUT WHERE PLACING NEW PAVEMENT IS INSTALLED ADJACENT TO EXISTING PAVEMENT. 3.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND UTILITIES. 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 C C C H C C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C - B C - B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C - B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G - D OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XX X C 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 P T : 1 1 + 2 5 . 1 5 1. 5 % 1. 5 % 1. 5 % 1. 5 % 2. 0 % 2 . 0 % 2 . 0 % CONSTRUCT CONCRETE DRIVEWAY APRON PER DETAIL WC-2001 ON SHEET C1.08 SUPER ELEVATE EB LANE PER MNDOT FACILITY DESIGN GUIDE - RC CONDITION (132' TOTAL TRANSITION LENGTH) 0 . 0 % FURNISH AND INSTALL CHAIN LINK FENCE FURNISH AND INSTALL CHAIN LINK FENCE FURNISH AND INSTALL CHAIN LINK FENCE 15240 15261 980 985 990 995 1000 1005 1010 1015 1020 1025 980 985 990 995 1000 1005 1010 1015 1020 1025 FINISHED GROUND SURFACE AT ℄EXISTING GROUND SURFACE AT ℄ 10 0 0 . 1 4 10 0 0 . 4 1 10 0 0 . 7 5 10 0 1 . 1 2 10 0 1 . 4 8 10 0 1 . 7 9 10 0 1 . 9 9 10 0 2 . 0 9 10 0 2 . 0 9 10 0 1 . 9 8 10 0 1 . 7 7 10 0 1 . 5 1 10 0 1 . 2 3 10 0 0 . 9 6 10 0 0 . 6 9 10 0 0 . 4 2 10 0 0 . 1 8 10 0 0 . 0 1 99 9 . 9 2 99 9 . 9 2 99 9 . 9 9 10 0 0 . 1 4 10 0 0 . 3 6 10 0 0 . 6 7 10 0 1 . 0 6 10 0 1 . 5 2 10 0 2 . 0 7 10 0 2 . 6 9 10 0 3 . 4 0 10 0 4 . 1 6 10 0 4 . 8 4 5+50 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 10 0 0 . 7 10 0 0 . 9 10 0 1 . 1 10 0 1 . 3 10 0 1 . 4 10 0 1 . 5 10 0 1 . 5 10 0 1 . 5 10 0 1 . 5 10 0 1 . 5 10 0 1 . 4 10 0 1 . 3 10 0 1 . 2 10 0 1 . 0 10 0 0 . 8 10 0 0 . 6 10 0 0 . 4 10 0 0 . 2 10 0 0 . 0 99 9 . 7 99 9 . 5 99 9 . 3 99 9 . 1 99 9 . 0 99 8 . 8 99 8 . 6 99 8 . 5 99 8 . 4 99 8 . 3 99 8 . 3 99 8 . 3 3.10% -1.08%1.47% VPI: 7+25 EL: 1002.59 A = -2.55% K = 61.00 L=155.62' VPI: 10+95 EL: 998.59 A = 4.18% K = 79.00 L=330.32' VPI: 5+50 EL: 1000.01 A = 0.97% K = 103.09 L=100' HP : 7 + 3 6 . 8 6 EL : 1 0 0 2 . 1 0 LP : 1 0 + 1 5 . 2 6 EL : 9 9 9 . 9 1 VP C : 6 + 4 7 . 1 9 EL : 1 0 0 1 . 4 4 VP T : 1 2 + 6 0 . 1 6 EL : 1 0 0 3 . 7 1 VP T : 6 + 0 0 EL : 1 0 0 0 . 7 5 VP T : 8 + 0 2 . 8 1 EL : 1 0 0 1 . 7 4 VP C : 9 + 2 9 . 8 4 EL : 1 0 0 0 . 3 7 FINISHED GROUND PROFILE EXISTING GROUND PROFILE 36" STM INV = 991.17 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 6 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 0 : 2 0 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT R C6.06STREET PLAN & PROFILE COUNTY ROAD 52 FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. COUNTY ROAD 52 NOTES: 1.ANY VARIATIONS FROM THE TYPICAL SECTIONS DIMENSION ARE SHOWN ON THE PLAN DRAWINGS. 2.PROVIDE A SAW CUT WHERE PLACING NEW PAVEMENT IS INSTALLED ADJACENT TO EXISTING PAVEMENT. 3.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND UTILITIES. X X X X X X X X X X X X X X X X X X X X X C-B C-B C-B C-B C-B C-B C- B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G- B E - D E - D E - D E - D E - D E - D E - D E - D E - D G - D G - D G - D G - D G - D G - D OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE X XXX 19+99.98 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PI : 1 9 + 4 9 . 9 8 EP : 1 9 + 9 9 . 9 8 FURNISH AND INSTALL CHAIN LINK FENCE FURNISH AND INSTALL CHAIN LINK FENCE 15526 15261 15521 980 985 990 995 1000 1005 1010 1015 1020 1025 980 985 990 995 1000 1005 1010 1015 1020 1025 12+75 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+25 99 8 . 3 99 8 . 3 99 8 . 3 99 8 . 4 99 8 . 5 99 8 . 6 99 8 . 7 99 8 . 8 99 8 . 9 99 9 . 1 99 9 . 3 99 9 . 5 99 9 . 7 99 9 . 9 10 0 0 . 2 10 0 0 . 4 10 0 0 . 7 10 0 0 . 9 10 0 1 . 2 10 0 1 . 4 10 0 1 . 7 10 0 2 . 0 10 0 2 . 2 10 0 2 . 5 10 0 2 . 7 10 0 2 . 9 10 0 3 . 2 10 0 3 . 4 10 0 3 . 7 99 8 . 2 9 99 8 . 2 8 99 8 . 3 3 99 8 . 3 8 99 8 . 4 7 99 8 . 5 6 99 8 . 6 6 99 8 . 7 6 99 8 . 9 0 99 9 . 0 7 99 9 . 2 6 99 9 . 4 7 99 9 . 6 9 99 9 . 9 5 10 0 0 . 2 0 10 0 0 . 4 4 10 0 0 . 6 7 10 0 0 . 9 2 10 0 1 . 1 5 10 0 1 . 4 1 10 0 1 . 6 9 10 0 1 . 9 6 10 0 2 . 2 1 10 0 2 . 4 6 10 0 2 . 7 1 10 0 2 . 9 5 10 0 3 . 2 0 10 0 3 . 4 4 10 0 3 . 7 3 -2.45% 1.02%1.18%VP I : 1 9 + 4 9 . 9 8 EL : 1 0 0 3 . 4 4 VP I : 1 9 + 9 9 . 9 8 EL : 1 0 0 4 . 0 3 VPI: 14+35 EL: 1009.13 A = -5.55% K = 61.00 L=338.57' VPI: 17+50 EL: 1001.41 A = 3.47% K = 79.72 L=276.52' HP : 1 4 + 5 4 . 8 2 EL : 1 0 0 6 . 8 1 LP : 1 8 + 0 7 . 0 8 EL : 1 0 0 2 . 4 0 VP T : 1 8 + 8 8 . 2 6 EL : 1 0 0 2 . 8 2 VP T : 1 6 + 0 4 . 2 8 EL : 1 0 0 4 . 9 8 VP C : 1 6 + 1 1 . 7 4 EL : 1 0 0 4 . 8 0 FINISHED GROUND SURFACE AT ℄EXISTING GROUND SURFACE AT ℄ FINISHED GROUND PROFILE EXISTING GROUND PROFILE 12' X 12' STM INV = 991.63 18" STM INV = 992.4736" STM INV = 991.17 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 6 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 0 : 2 9 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT R C6.07STREET PLAN & PROFILE COUNTY ROAD 52 FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. COUNTY ROAD 52 NOTES: 1.ANY VARIATIONS FROM THE TYPICAL SECTIONS DIMENSION ARE SHOWN ON THE PLAN DRAWINGS. 2.PROVIDE A SAW CUT WHERE PLACING NEW PAVEMENT IS INSTALLED ADJACENT TO EXISTING PAVEMENT. 3.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND UTILITIES. U P P P OE OE OE OE OE OE OE OE OE OE 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 > > > > > > > > >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> 14803 2. 7 1 % 3. 7 9 % 1. 8 5 % 2. 3 0 % 1010.66 1010.79 LP = 1010.28 1010.65 1011.15 HP = 1013.65 1013.021012.86 1012.35 33.4 1 % 3 3 . 3 3 % 28.22% 24.32% 25.00% BOT. EL. = 1008.00 10' 22' FES - 15 FES - 16 1011.01 1010.53 14790 14808 10' EOF = 1009.50 DITCH GRADE TO ESTABLISH FLOW TO CROSSING CULVERT SEE DETAIL B ON SHEET C1.09 FOR FILTER MEDIA DETAIL INSTALL PEDESTRIAN CURB RAMP PER MNDOT STANDARD PLANS 5-297.250 ON SHEETS C1.11 - C1.16 6" PVC PIPE DRAIN CLEANOUT - 2 EA INV = 1006.50 OUTLET INV = 1006.50 6" PVC DRAINTILE PER DETAIL A ON SHEET C1.09 (NON-PERFORATED OUTSIDE OF BASIN BOTTOM) INSTALL 4" POLYSTYRENE INSULATION OVER PIPE THROUGH STREET SECTION - 15 SY 6" PVC DRAINTILE PER DETAIL B ON SHEET C1.09 (PERFORATED INSIDE OF BASIN BOTTOM) INSTALL 32 LF 18" RC PIPE W/APRONS UPSTREAM INV. ELEV. = 1007.24 DOWNSTREAM INV. ELEV. = 1006.80 TIE ALL PIPE RANDOM RIPRAP CLASS III - 10 CY 5' 5' 1 . 0 1 % 101 1 101 2 101 3 101 26'INSTALL CONCRETE PAD FEETSCALE 0 10 20 R SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 G 2 0 2 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 0 : 5 4 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C6.08PARKING LOT DETAIL TRAIL HEAD X" TRUNCATED DOMES (SEE MnDOT STANDARD PLATE 7038)CONSTRUCT CONCRETE CURB & GUTTER CURB HEIGHT LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM (2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE 7.0% OPTIMUM (5.0% MINIMUM AND 8.3% MAXIMUM) IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.) INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE 4.0% OPTIMUM (2.0% MINIMUM AND 5.0% MAXIMUM) IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.) DRAINAGE FLOW ARROW AND SLOPE TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. F ST 1.00% INTERSECTION DETAILS LEGEND ANTICIPATED SIDEWALK/TRAIL SLOPE DIRECTION 985.00 SPOT ELEVATION U OFFICIAL DETOUR OF F I C I A L D E T O U R O F F I C I A L D E T O U R OFFICIAL DETOUR CLO S E D ROA D R11 - 2 (48 X 3 0 ) CLO S E D RO A D R1 1 - 2 (4 8 X 3 0 ) M4 - 1 0 R (4 8 X 1 8 ) DE T O U R SCANDIA TRAIL N (TH 97) ST . C R O I X T R A I L N ( T H 9 5 ) O A K H I L L R D ( C R 5 2 ) OLINDA T R A I L N ( C S A H 3 ) OAKHILL RD (CR 52) OX B O R O A V E N U E N 209TH STREET N 1 9 9 T H S T R E E T N OST R U M A V E N U E N AHE A DDETO U R W20 - 2 (48 X 4 8 ) AHE A D DETO U R W20 - 2 (48 X 4 8 ) AHE A D DET O U R W2 0 - 2 (48 X 4 8 ) M4 - 1 0 L (4 8 x 1 8 ) DE T O U R AHEA D DETO U R W20-2 (48 X 4 8 ) M1 - X 4 (2 4 X 2 4 ) 52 WA S H I N G T O N CO U N T Y M5 - 1 (2 1 X 1 5 ) WE S T DE T O U R M1 - X 4 (2 4 X 2 4 ) 52 WA S H I N G T O N CO U N T Y WE S T DE T O U R M6 - 1 (2 1 X 1 5 ) M1-X4 (24 X 24) 52 WASHINGTON COUNTY EAST M6-1 (21 X 15) M1-X4 (24 X 24) 52WASHINGTON COUNTY M5-1 (21 X 15) WEST DETOUR M1-X4 (24 X 24) 52WASHINGTON COUNTY WEST DETOUR M6-1 (21 X 15) M1 - X 4 (2 4 X 2 4 ) 52 WA S H I N G T O N CO U N T Y DE T O U R EA S T M5 - 1 A (2 1 X 1 5 ) M1 - X 4 (2 4 X 2 4 ) 52 WA S H I N G T O N CO U N T Y DE T O U R EA S T M6 - 1 (2 1 X 1 5 ) M 1 - X 4 ( 2 4 X 2 4 ) 5 2 WA S H I N G T O N CO U N T Y M 5 - 1 (2 1 X 1 5 ) W E S T D E T O U R M 1 - X 4 ( 2 4 X 2 4 ) 5 2 W A S H I N G T O N C O U N T Y W E S T D E T O U R M 6 - 1 ( 2 1 X 1 5 ) M1- X 4 (24 X 2 4 ) 52 WAS H I N G T O N COU N T Y DET O U R EAST M6- 1(21 X 1 5 ) M1 - X 4 (24 X 2 4 ) 52 WA S H I N G T O N CO U N T Y DET O U R EAS T M5 - 1 A (21 X 1 5 ) M1 - X 4 (2 4 X 2 4 ) 52 WA S H I N G T O N CO U N T Y DET O U R EA S T M6 - 1 (2 1 X 1 5 ) M1 - X 4 (2 4 X 2 4 ) 52 WA S H I N G T O N CO U N T Y DET O U R EA S T M5 - 1 A (2 1 X 1 5 ) M 1 - X 4 (2 4 X 2 4 ) 5 2 W A S H I N G T O N C O U N T Y W E S T M6-1 (21 X 15) F F F F F F 52WASH I N G T O N COU N T Y M1-X 4 (24 X 2 4 ) 52WAS H I N G T O N COU N T Y WESTDETO U R M6-3 A (21 X 1 5 ) 52 W A S H I N G T O N CO U N T Y M1-X4 (24 X 2 4 ) 52 WASHI N G T O N COUNT Y WEST DETOU R M6-1 (21 X 1 5 ) 52 WA S H I N G T O N CO U N T Y M1-X4 (24 X 24) 52 WASHINGTON COUNTY DETOUR M6-3A (21 X 15) EAST 52 WASH I N G T O N COUN T Y AHEAD DETOUR W20-2 (48 X 48) 52 WASHINGTON COUNTY M1-X4 (24 X 24) 52 WASHINGTON COUNTY DETOUR EAST AHEA D CLOS E D ROAD W20-3 (48 X 4 8 ) MILES 1.4 M 6 - 1 (2 1 X 1 5 ) M1 - X 4 (24 X 2 4 ) 52 WA S H I N G T O N CO U N T Y DET O U R EAS T M6 - 1(21 X 1 5 ) M 4 - 8 A (2 4 X 1 8 ) E N D D E T O U R RO A D C L O S E D MIL E S A H E A D LO C A L T R A F F I C O N L Y R1 1 - 3 (6 0 X 3 0 ) 1 M1-X4 (24 X 24) 52WASHINGTON COUNTY WEST DETOUR RO A D C L O S E D MI L E S A H E A D LO C A L T R A F F I C O N L Y R1 1 - 3 (6 0 X 3 0 ) 1 M6-1 (21 X 15) M4-8A (24 X 18) END DETOUR SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 7 0 3 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 1 : 0 5 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C7.01TRAFFIC CONTROL PLAN DETOUR PLAN FEETSCALE 0 500 1000 HORZ. R NOTES: 1.ADVANCED NOTIFICATION SIGNAGE IS REQUIRED TO BE PLACED AT EACH END OF THE STREET 7 DAYS PRIOR TO THE START OF CONSTRUCTION. 2.THE CONTRACTOR SHALL PROVIDE ACCESS FOR RESIDENTS AND DELIVERY PERSONNEL AT ALL TIMES DURING CONSTRUCTION. 3.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD. 4.ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING. 5.THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE ALL TRAFFIC CONTROL UPON COMPLETION OF WORK. U P P P OE OE OE OE OE OE OE 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 S T O P R 1 - 1 ( 1 8 X 1 8 ) INFORMATIONAL KIOSK PER DETAIL ON SHEET C1.10 INFORMATIONAL KIOSK PER DETAIL ON SHEET C1.10 4SW G 4SW G 4SW G 4BY G 3' YELLOW LINE 9' SPACING 14803 14808 14790 BACK-IN PARKING ONLY (12 X 18) 10' 9' 58' 20' BACK-IN PARKING ONLY (12 X 18) PARKING VEHICLE IDREQUIRED UP TO $200 FINEFOR VIOLATION R7-8A (12 X 18) P A R K I N G V E H I C L E I D R E Q U I R E D U P T O $ 2 0 0 F I N E F O R V I O L A T I O N R 7 - 8 A ( 1 2 X 1 8 ) P P X X X X X X X X X X X X X X W 3 - 1 A ( 1 8 X 1 8 ) S T O P R 1 - 1 ( 1 8 X 1 8 ) INFORMATIONAL KIOSK PER DETAIL ON SHEET C1.10 P A R K I N G V E H I C L E I D R E Q U I R E D U P T O $ 2 0 0 F I N E F O R V I O L A T I O N R 7 - 8 A ( 1 2 X 1 8 ) SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 7 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 1 : 3 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C7.02SIGNAGE & STRIPING PLAN TRAIL HEAD FEETSCALE 0 25 50 HORZ. R NOTES: 1.ADVANCED NOTIFICATION SIGNAGE IS REQUIRED TO BE PLACED AT EACH END OF THE STREET 7 DAYS PRIOR TO THE START OF CONSTRUCTION. 2.THE CONTRACTOR SHALL PROVIDE ACCESS FOR RESIDENTS AND DELIVERY PERSONNEL AT ALL TIMES DURING CONSTRUCTION. 3.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD. 4.ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING. 5.THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE ALL TRAFFIC CONTROL UPON COMPLETION OF WORK. CIRCLE - GROUND IN EXAMPLE: STRIPING KEY 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 GCW 4" SOLID LINE WHITE - MULTI COMP GROUND IN, CONTRAST, WET REFLECTIVE= SE E B E L O W FEETSCALE 0 20 40 HORZ. CLV T C F C C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G- B G- B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C- B C- B C- B C - B C - B C - B C - B E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E- D E- D E- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE E E E 0+00 1+00 2+00 3+00 4+00 5+00 PI : - 0 + 0 0 . 0 0 PC : 4 + 8 0 . 1 8 4BY G 4SW G 4DBY G (3 0 X 3 0 ) W1 1 - X 7 CR O S S I N G TR A I L W1 6 - 7 P R (2 0 X 1 6 ) ( 3 0 X 3 0 ) W1 1 - X 7 CR O S S I N G TR A I L W1 6 - 7 P R (2 0 X 1 6 ) ZO N E PA S S I N G NO W1 4 - 3 (4 8 X 4 8 X 3 6 ) X4 - 5 (6 X 1 2 ) W1 - 2 L (3 0 X 3 0 ) 15210 15145 15261 15230 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 C C C H C C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C - B C - B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C - B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XX X C 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 PT: 11+25.15 4BY G 4SW G 4DBY G W 1 - 1 R ( 1 8 X 1 8 ) ' - " W 1 2 - 2 ( 1 8 X 1 8 ) 1 0 0 M . P . H . W 1 3 - 1 ( 1 8 X 1 8 ) 1 0 (6 X 1 2 ) X4 - 5 W1 - 2 R (3 0 X 3 0 ) 15240 15261 SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 7 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 1 : 3 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C7.03SIGNAGE & STRIPING PLAN COUNTY ROAD 52 FEETSCALE 0 25 50 HORZ. R R COUNTY ROAD 52 COUNTY ROAD 52 NOTES: 1.ADVANCED NOTIFICATION SIGNAGE IS REQUIRED TO BE PLACED AT EACH END OF THE STREET 7 DAYS PRIOR TO THE START OF CONSTRUCTION. 2.THE CONTRACTOR SHALL PROVIDE ACCESS FOR RESIDENTS AND DELIVERY PERSONNEL AT ALL TIMES DURING CONSTRUCTION. 3.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD. 4.ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING. 5.THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE ALL TRAFFIC CONTROL UPON COMPLETION OF WORK. CIRCLE - GROUND IN EXAMPLE: STRIPING KEY 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 GCW 4" SOLID LINE WHITE - MULTI COMP GROUND IN, CONTRAST, WET REFLECTIVE= X X X X X X X X X X X X X X X X X X X X X X X X C-B C-B C-B C-B C-B C-B C-B C- B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B G- B E - D E - D E - D E - D E - D E - D E - D E - D E - D E - D G - D G - D G - D G - D G - D G - D OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE X XXXXXXX 19+99.98 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PI : 1 9 + 4 9 . 9 8 4BY G 4SW G 4DBY G W1 - 1 R ( 1 8 X 1 8 ) M. P . H . W 1 3 - 1 ( 1 8 X 1 8 ) 10 W1 - 2 L (3 0 X 3 0 ) 15526 15261 15521 ZO N E PA S S I N G NOW1 4 - 3 (4 8 X 4 8 X 3 6 ) SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 7 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 1 : 4 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C7.04SIGNAGE & STRIPING PLAN COUNTY ROAD 52 FEETSCALE 0 25 50 HORZ. R COUNTY ROAD 52 NOTES: 1.ADVANCED NOTIFICATION SIGNAGE IS REQUIRED TO BE PLACED AT EACH END OF THE STREET 7 DAYS PRIOR TO THE START OF CONSTRUCTION. 2.THE CONTRACTOR SHALL PROVIDE ACCESS FOR RESIDENTS AND DELIVERY PERSONNEL AT ALL TIMES DURING CONSTRUCTION. 3.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD. 4.ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING. 5.THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE ALL TRAFFIC CONTROL UPON COMPLETION OF WORK. CIRCLE - GROUND IN EXAMPLE: STRIPING KEY 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 GCW 4" SOLID LINE WHITE - MULTI COMP GROUND IN, CONTRAST, WET REFLECTIVE= 3+50 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 4+00 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 4+50 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 5+00 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 5+50 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 6+00 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 6+50 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 7+00 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 -5 . 0 10 1 3 . 1 5. 0 10 1 2 . 9 8. 0 10 1 2 . 6 -1 5 . 9 10 1 3 . 0 -2 1 . 9 10 1 3 . 1 -2 6 . 5 10 1 1 . 9 1.50%1.50% -25.0% 1:40.1%1:852 2.00% -25.0%1:4 18 . 0 10 1 2 . 6 18 . 1 10 1 2 . 6 -7 . 7 10 1 2 . 8 5. 0 10 1 2 . 9 -5 . 0 10 1 3 . 1 -2.3% 1:43 2.00% -25.0% 1:4-25.0%1:4 1.50%1.50% 18 . 0 10 1 3 . 6 18 . 9 10 1 3 . 4 -7.0 1014.2 -8 . 6 10 1 4 . 6 5. 0 10 1 4 . 0 -5 . 0 10 1 4 . 2 -5.3% 1:19 2.00% -25.0% 1:4 25.0% 1:4 1.50%1.50% 18 . 0 10 1 4 . 0 22 . 4 10 1 2 . 9 -7.0 1015.5 -1 3 . 0 10 1 7 . 5 5. 0 10 1 5 . 4 -5 . 0 10 1 5 . 5 -23.9% 1:4 2.00% -25.0% 1:4 33.3% 1: 3 1.50%1.50% 18 . 0 10 1 2 . 8 22 . 1 10 1 1 . 8 -7 . 0 10 1 4 . 8 -1 3 . 4 10 1 6 . 4 5. 0 10 1 4 . 7 -5 . 0 10 1 4 . 8 -34.9% 1: 3 2.00% -25.0% 1:4 25.0% 1:4 1.50%1.50% 18 . 0 10 1 0 . 6 18 . 0 10 1 0 . 6 18 . 1 10 1 0 . 7 -1 1 . 2 10 1 1 . 3 5. 0 10 1 2 . 3 -5 . 0 10 1 2 . 4 -29.4% 1:3 2.00% 25.0%1:4 -25.0%1:4 1.50%1.50% 18 . 0 10 0 8 . 6 18 . 0 10 0 8 . 6 18 . 4 10 0 8 . 7 -1 1 . 0 10 0 9 . 0 5. 0 10 0 9 . 9 -5 . 0 10 1 0 . 0 -21.9% 1:5 2.00% 25.0%1:4 -25.0%1:4 1.50%1.50% 18 . 0 10 0 6 . 8 18 . 5 10 0 6 . 7 -8 . 7 10 0 7 . 1 5. 0 10 0 7 . 4 -5 . 0 10 0 7 . 6 -9.7% 1:10 2.00% -25.0% 1:4 -25.0%1:4 1.50%1.50% R/W 36' R/W 34' R/W 48' R/W 62' R/W 24' R/W 68' R/W 21' R/W 18' -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 C8.01CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 0 0 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 7+50 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 8+05.25 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 8+50 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 9+00 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 9+50 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 10+00 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 10+50 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 11+00 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1030 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1030 18 . 0 10 0 4 . 1 18 . 0 10 0 4 . 1 -9 . 3 10 0 4 . 6 5. 0 10 0 5 . 1 -5 . 0 10 0 5 . 2 -15.4% 1:7 2.00% -25.0% 1:4 -25.0%1:4 1.50%1.50% 26 . 1 10 0 1 . 8 -1 5 . 5 10 0 1 . 4 1.47%3.57%-4.5% 1:22 -4.2% 1:24 1.48% -27.2% 1:4 -30.2%1:3 1.08% 5. 0 10 0 4 . 7 18 . 0 10 0 4 . 3 20 . 7 10 0 3 . 6 -1 4 . 4 10 0 2 . 1 -5 . 0 10 0 4 . 6 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50% 5. 0 10 0 7 . 1 18 . 0 10 0 6 . 6 19 . 2 10 0 6 . 3 -1 5 . 5 10 0 4 . 0 -5 . 0 10 0 6 . 9 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50% 5. 0 10 0 9 . 6 18 . 0 10 0 9 . 1 22 . 1 10 0 8 . 1 -1 5 . 6 10 0 6 . 5 -5 . 0 10 0 9 . 4 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50% 18 . 0 10 1 1 . 5 22 . 9 10 1 0 . 3 -9 . 2 10 1 1 . 5 5. 0 10 1 1 . 9 -5 . 0 10 1 2 . 1 -5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50%1.50% 18 . 0 10 1 4 . 0 18 . 0 10 1 4 . 0 18 . 5 10 1 4 . 1 -7.0 1014.5 -1 2 . 6 10 1 5 . 9 5. 0 10 1 4 . 4 -5 . 0 10 1 4 . 5 -5.0% 1:20 2.00% 25.0%1:4 25.0% 1:4 1.50%1.50% 18 . 0 10 1 5 . 7 19 . 3 10 1 5 . 4 -7 . 0 10 1 6 . 0 -7 . 6 10 1 6 . 2 5. 0 10 1 5 . 9 -5 . 0 10 1 6 . 1 -1.4%1:73 2.00% -25.0% 1:4 25.0% 1:4 1.50%1.50% R/W 16' R/W 29' R/W 35' R/W 61' R/W 48' R/W 49' R/W 61' R/W 36' R/W 24' R/W 20' R/W 21' -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 C8.02CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 0 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 11+50 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1030 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1030 12+00 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 12+50 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 13+00 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 13+50 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 14+00 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 14+50 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 18 . 0 10 1 5 . 7 18 . 5 10 1 5 . 6 -7 . 2 10 1 6 . 1 5. 0 10 1 6 . 0 -5 . 0 10 1 6 . 2 -3.0% 1:34 2.00%1.50%1.50% 18 . 0 10 1 4 . 7 25 . 1 10 1 2 . 3 -1 5 . 0 10 1 2 . 6 5. 0 10 1 5 . 1 -5 . 0 10 1 5 . 3 -5.0% 1:20 2.00% -33.3% 1: 3 -33.3%1:3 1.50%1.50% 18 . 0 10 1 3 . 8 18 . 0 10 1 3 . 8 19 . 3 10 1 4 . 1 -2 2 . 8 10 0 9 . 0 5. 0 10 1 4 . 2 -5 . 0 10 1 4 . 3 2.00%25.0%1:4 -33.3%1:3 1.50%1.50% 18 . 0 10 1 2 . 2 22 . 0 10 1 1 . 2 -7.0 1013.4 -8 . 5 10 1 3 . 7 5. 0 10 1 3 . 3 -5 . 0 10 1 3 . 4 -17.6% 1:6 2.00% -25.0% 1:4 25.0% 1:4 1.50%1.50% 18 . 0 10 1 1 . 0 23 . 3 10 0 9 . 7 -9 . 2 10 1 1 . 9 5. 0 10 1 2 . 3 -5 . 0 10 1 2 . 5 -23.5% 1:4 2.00% -25.0% 1:4 -25.0%1:4 1.50%1.50% 18 . 0 10 1 0 . 7 19 . 4 10 1 0 . 3 -9 . 5 10 1 0 . 9 5. 0 10 1 1 . 4 -5 . 0 10 1 1 . 6 -11.4% 1:9 2.00% -25.0% 1:4 -25.0%1:4 1.50%1.50% 18 . 0 10 1 0 . 1 22 . 3 10 0 9 . 0 -1 5 . 8 10 0 7 . 6 5. 0 10 1 0 . 5 -5 . 0 10 1 0 . 6 -5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50%1.50% R/W 21' R/W 25' R/W 59' R/W 52' Wetland 33' R/W 34' R/W 21' Wetland 59' R/W 21' Wetland 62' R/W 26' 12+20.52 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022R/W 32' Wetland 31' R/W 32' R/W 32' Wetland 26' R/W 68' 29 . 1 10 1 0 . 7 -2 3 . 9 10 0 9 . 2 -4.8% 1:21 1.80% -33.1% 1: 3 -33.2%1:3 1.24%1.18% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 C8.03CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 1 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 15+00 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 15+50 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 16+00 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 16+50 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 17+00 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 18 . 0 10 0 9 . 2 25 . 8 10 0 7 . 2 -1 3 . 6 10 0 7 . 5 5. 0 10 0 9 . 6 -5 . 0 10 0 9 . 7 -5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50%1.50% 18 . 0 10 0 8 . 3 24 . 2 10 0 6 . 3 -1 0 . 9 10 0 7 . 9 5. 0 10 0 8 . 7 -5 . 0 10 0 8 . 9 -5.0% 1:20 2.00% -33.3% 1: 3 -25.0%1:4 1.50%1.50% 18 . 0 10 0 8 . 1 25 . 9 10 0 6 . 2 -1 3 . 7 10 0 7 . 0 5. 0 10 0 8 . 5 -5 . 0 10 0 8 . 7 -5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50%1.50% 18 . 0 10 0 9 . 0 18 . 0 10 0 9 . 0 18 . 8 10 0 9 . 2 -7.0 1009.1 -8 . 0 10 0 9 . 4 5. 0 10 0 9 . 0 -5 . 0 10 0 9 . 2 2.9%1:34 2.00%25.0%1:425.0% 1:4 1.50%1.50% 18 . 0 10 0 9 . 2 22 . 1 10 0 8 . 2 -1 4 . 2 10 0 7 . 9 5. 0 10 0 9 . 6 -5 . 0 10 0 9 . 7 -5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50%1.50% R/W 41' R/W 39' R/W 29' R/W 19' R/W 14' Wetland 60' 14+65.50 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 15+83 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 17+30.56 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 R/W 33' 18 . 0 10 0 9 . 8 25 . 2 10 0 8 . 0 -1 5 . 4 10 0 7 . 5 5. 0 10 1 0 . 2 -5 . 0 10 1 0 . 4 -5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50%1.50% Wetland 65' R/W 32' 28 . 9 10 0 4 . 9 -1 4 . 3 10 0 6 . 4 -4.7% 1:21 1.87% -31.9% 1:3 -31.8% 1: 3 -32.0%1:3 1.39%1.39% R/W 37' Wetland 49' 18 . 0 10 0 9 . 5 26 . 6 10 0 6 . 7 -1 3 . 1 10 0 8 . 0 5. 0 10 0 9 . 9 -5 . 0 10 1 0 . 1 -5.0% 1:20 2.00% -33.3% 1: 3 -33.3%1:3 1.50%1.50% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 C8.04CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 1 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 17+50 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 18+00 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 18+50 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 19+00 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 19+50 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 20+00 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 20+50 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 18 . 0 10 0 9 . 8 24 . 4 10 0 7 . 6 -1 4 . 2 10 0 8 . 5 5. 0 10 1 0 . 2 -5 . 0 10 1 0 . 3 -5.0% 1:20 2.00% -33.3% 1: 3 -25.0%1:4 1.50%1.50% 18 . 0 10 1 0 . 3 21 . 1 10 0 9 . 6 -1 1 . 9 10 0 9 . 6 5. 0 10 1 0 . 7 -5 . 0 10 1 0 . 9 -5.0% 1:20 2.00% -25.0% 1:4-25.0%1:4 1.50%1.50% 5. 0 10 1 1 . 3 9. 0 10 1 1 . 1 12 . 2 10 1 0 . 1 -5 . 0 10 1 1 . 5 -1 0 . 2 10 1 0 . 6 1.50%4.00% -33.3% 1: 3 1.50% -25.0%1:4 18 . 0 10 1 1 . 5 26 . 7 10 0 8 . 6 -1 2 . 4 10 1 0 . 6 5. 0 10 1 1 . 9 -5 . 0 10 1 2 . 0 -5.0% 1:20 2.00% -33.3% 1: 3 -25.0%1:4 1.50%1.50% 18 . 0 10 1 2 . 0 19 . 6 10 1 1 . 6 -7 . 0 10 1 2 . 5 5. 0 10 1 2 . 4 -5 . 0 10 1 2 . 6 -5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50%1.50% 18 . 0 10 1 3 . 5 18 . 9 10 1 3 . 3 5. 0 10 1 3 . 1 -5 . 0 10 1 3 . 0 -7.0 1012.9 -7 . 6 10 1 3 . 0 5.0%1:20 2.00%1.50%1.50% 24 . 0 10 1 2 . 3 30 . 9 10 1 4 . 6 18 . 0 10 1 3 . 3 5. 0 10 1 2 . 9 -5 . 0 10 1 2 . 8 -1 3 . 0 10 1 1 . 7 -1 7 . 7 10 1 3 . 3 -33.0% 1: 3 33.0%1:35.0%1:20 2.00%1.50%1.50% -33.0%1:333.0% 1:3 R/W 33' Wetland 67' R/W 21' R/W 12' R/W 25' R/W 51' R/W 69' R/W 59' R/W 41' R/W 55' R/W 45' R/W 50' R/W 51'18+88.70 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022R/W 47' 18 . 0 10 1 1 . 3 26 . 9 10 0 8 . 4 -1 3 . 2 10 1 0 . 3 5. 0 10 1 1 . 7 -5 . 0 10 1 1 . 9 -5.0% 1:20 2.00% -33.3% 1: 3 -25.0%1:4 1.50%1.50% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 C8.05CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 2 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 21+00 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 21+50 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 22+00 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 22+50 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 23+00 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 24+00 990 992 994 996 998 1000 1002 1004 1006 1008 1010 990 992 994 996 998 1000 1002 1004 1006 1008 1010 24+50 988 990 992 994 996 998 1000 1002 1004 1006 1008 988 990 992 994 996 998 1000 1002 1004 1006 1008 24 . 0 10 1 1 . 2 32 . 4 10 1 3 . 9 18 . 0 10 1 2 . 2 5. 0 10 1 1 . 8 -5 . 0 10 1 1 . 6 -1 3 . 0 10 1 0 . 5 -1 9 . 6 10 1 2 . 7 -33.0% 1: 3 33.0%1:3 5.0%1:20 2.00%1.50%1.50% -33.0%1:3 33.0% 1: 3 24 . 0 10 0 9 . 1 30 . 6 10 1 1 . 3 18 . 0 10 1 0 . 1 5. 0 10 0 9 . 7 -5 . 0 10 0 9 . 5 -1 3 . 0 10 0 8 . 5 -2 3 . 0 10 1 1 . 7 -33.0% 1: 3 33.0%1:35.0% 1:20 2.00%1.50%1.50% -33.0%1:3 33.0% 1: 3 5. 0 10 0 7 . 4 18 . 0 10 0 6 . 9 22 . 0 10 0 5 . 9 -1 3 . 0 10 0 6 . 1 -1 9 . 7 10 0 8 . 3 -5 . 0 10 0 7 . 2 1.50%-5.0% 1:20 2.00% -25.0% 1:4-33.0%1:3 33.0% 1: 3 1.50% 5. 0 10 0 5 . 0 18 . 0 10 0 4 . 6 28 . 5 10 0 1 . 1 -1 3 . 6 10 0 2 . 6 -5 . 0 10 0 4 . 9 1.50%-5.0% 1:20 2.00% -33.3% 1: 3 -33.3%1:3 1.50% 5. 0 10 0 2 . 7 18 . 0 10 0 2 . 3 30 . 1 99 8 . 2 -1 7 . 5 99 9 . 0 -5 . 0 10 0 2 . 6 1.50%-5.0% 1:20 2.00% -33.3% 1: 3 -33.3%1:3 1.50% 5. 0 99 8 . 4 18 . 0 99 7 . 9 21 . 0 99 7 . 2 -1 5 . 2 99 5 . 4 -5 . 0 99 8 . 2 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50% 18 . 0 99 7 . 0 18 . 0 99 7 . 0 19 . 5 99 7 . 3 5. 0 99 6 . 6 -5 . 0 99 6 . 4 -1 1 . 2 99 5 . 3 4.7%1:21 2.00%25.0%1:4 1.50%1.50% -25.0%1:4 R/W 44' R/W 57' R/W 38' R/W 63' R/W 34' R/W 66' R/W 37' R/W 64' R/W 40' R/W 60' R/W 48' R/W 52' R/W 52' R/W 48' -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 47' R/W 58' 26.5 997.2 -18.2 996.0 2.36%-4.0% 1:25 1.06% -30.6% 1:3 -33.5%1:3 2.35% 23+59.86 990 992 994 996 998 1000 1002 1004 1006 1008 1010 990 992 994 996 998 1000 1002 1004 1006 1008 1010 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 C8.06CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 2 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 25+00 986 988 990 992 994 996 998 1000 1002 1004 1006 986 988 990 992 994 996 998 1000 1002 1004 1006 25+50 984 986 988 990 992 994 996 998 1000 1002 1004 984 986 988 990 992 994 996 998 1000 1002 1004 26+00 982 984 986 988 990 992 994 996 998 1000 1002 982 984 986 988 990 992 994 996 998 1000 1002 26+50 980 982 984 986 988 990 992 994 996 998 1000 980 982 984 986 988 990 992 994 996 998 1000 27+00 980 982 984 986 988 990 992 994 996 998 1000 980 982 984 986 988 990 992 994 996 998 1000 27+50 978 980 982 984 986 988 990 992 994 996 998 978 980 982 984 986 988 990 992 994 996 998 28+00 978 980 982 984 986 988 990 992 994 996 998 978 980 982 984 986 988 990 992 994 996 998 28+42.87 976 978 980 982 984 986 988 990 992 994 996 976 978 980 982 984 986 988 990 992 994 996 18 . 0 99 6 . 2 18 . 0 99 6 . 2 20 . 0 99 6 . 7 5. 0 99 4 . 8 -5 . 0 99 4 . 7 -7 . 5 99 4 . 5 23.9%1:4 2.00%25.0%1:4 1.50%1.50% 18 . 0 99 3 . 8 18 . 0 99 3 . 8 18 . 9 99 4 . 0 5. 0 99 3 . 0 -5 . 0 99 2 . 9 -1 0 . 1 99 2 . 0 12.3%1:8 2.00%25.0%1:4 1.50%1.50% -25.0%1:4 18 . 0 99 1 . 6 20 . 5 99 1 . 0 5. 0 99 1 . 2 -5 . 0 99 1 . 1 -1 3 . 8 98 9 . 3 5.0%1:20 2.00% -25.0% 1:41.50%1.50% -25.0%1:4 18 . 0 98 9 . 9 21 . 3 98 9 . 0 5. 0 98 9 . 4 -5 . 0 98 9 . 3 -1 3 . 4 98 7 . 6 5.0%1:20 2.00% -25.0% 1:41.50%1.50% -25.0%1:4 18 . 0 98 8 . 1 21 . 4 98 7 . 3 5. 0 98 7 . 7 -5 . 0 98 7 . 5 -1 2 . 2 98 6 . 1 5.0%1:20 2.00% -25.0% 1:41.50%1.50% -25.0%1:4 5. 0 98 6 . 5 18 . 0 98 6 . 0 20 . 9 98 5 . 3 -1 3 . 8 98 4 . 5 -5 . 0 98 6 . 3 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50% 5. 0 98 6 . 1 18 . 0 98 5 . 7 23 . 4 98 4 . 3 -1 4 . 2 98 3 . 5 -5 . 0 98 6 . 0 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50% 24 . 6 98 4 . 5 -17.6 983.0 1.07%-5.3% 1:19 2.30% -32.2% 1:3 1.07% R/W 53' R/W 47' R/W 53' R/W 47' R/W 54' R/W 46' R/W 54' R/W 46' R/W 55' R/W 45' R/W 56' R/W 44' Wetland 62' R/W 44' Wetland 19' R/W 54' -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 C8.07CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 3 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 29+00 976 978 980 982 984 986 988 990 992 994 996 976 978 980 982 984 986 988 990 992 994 996 29+50 978 980 982 984 986 988 990 992 994 996 998 978 980 982 984 986 988 990 992 994 996 998 30+00 982 984 986 988 990 992 994 996 998 1000 1002 982 984 986 988 990 992 994 996 998 1000 1002 30+50 986 988 990 992 994 996 998 1000 1002 1004 1006 986 988 990 992 994 996 998 1000 1002 1004 1006 31+00 986 988 990 992 994 996 998 1000 1002 1004 1006 986 988 990 992 994 996 998 1000 1002 1004 1006 31+50 988 990 992 994 996 998 1000 1002 1004 1006 1008 988 990 992 994 996 998 1000 1002 1004 1006 1008 32+00 990 992 994 996 998 1000 1002 1004 1006 1008 1010 990 992 994 996 998 1000 1002 1004 1006 1008 1010 32+50 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 5. 0 98 8 . 0 18 . 0 98 7 . 6 25 . 7 98 5 . 6 -2 0 . 2 98 3 . 4 -5 . 0 98 7 . 9 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50% 5. 0 98 9 . 6 18 . 0 98 9 . 2 21 . 2 98 8 . 4 -1 3 . 3 98 7 . 3 -5 . 0 98 9 . 5 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50% 5. 0 99 1 . 3 18 . 0 99 0 . 8 24 . 0 98 9 . 8 27 . 0 99 0 . 8 -9 . 6 99 0 . 4 -5 . 0 99 1 . 1 1.50%-5.0% 1:20 2.00% -33.0% 1: 3 33.0%1:3-25.0%1:4 1.50% 5. 0 99 2 . 9 18 . 0 99 2 . 4 18 . 0 99 2 . 4 18 . 9 99 2 . 6 -9 . 8 99 1 . 9 -5 . 0 99 2 . 7 1.50%-5.0% 1:20 2.00%25.0%1:4 -25.0%1:4 1.50% 5. 0 99 4 . 7 18 . 0 99 4 . 2 24 . 0 99 3 . 2 28 . 1 99 4 . 6 -1 2 . 1 99 3 . 2 -5 . 0 99 4 . 5 1.50%-5.0% 1:20 2.00% -33.0% 1: 3 33.0%1:3 -25.0%1:4 1.50% 5. 0 99 6 . 7 18 . 0 99 6 . 3 19 . 4 99 5 . 9 -1 3 . 0 99 5 . 0 -5 . 0 99 6 . 6 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50% 5. 0 99 9 . 0 18 . 0 99 8 . 5 19 . 9 99 8 . 0 -1 3 . 6 99 7 . 1 -5 . 0 99 8 . 8 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50% 5. 0 10 0 1 . 2 18 . 0 10 0 0 . 8 18 . 2 10 0 0 . 7 -1 2 . 7 99 9 . 6 -5 . 0 10 0 1 . 1 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50% R/W 56' R/W 45' R/W 51' R/W 49' R/W 50' R/W 50' R/W 50' R/W 50' R/W 50' R/W 50' R/W 50' R/W 50' R/W 50' R/W 50' -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 C8.08CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 3 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 33+00 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 33+50 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 34+00 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 34+50 990 992 994 996 998 1000 1002 1004 1006 1008 1010 990 992 994 996 998 1000 1002 1004 1006 1008 1010 35+00 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 35+50 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 18 . 0 10 0 3 . 7 18 . 0 10 0 3 . 7 20 . 5 10 0 4 . 3 5. 0 10 0 3 . 3 -5 . 0 10 0 3 . 1 -1 3 . 0 10 0 2 . 0 -1 6 . 0 10 0 3 . 0 5.0%1:20 2.00%25.0%1:4 1.50%1.50% -33.0%1:333.0% 1:3 18 . 0 10 0 4 . 3 18 . 5 10 0 4 . 1 5. 0 10 0 3 . 8 -5 . 0 10 0 3 . 7 -1 3 . 0 10 0 2 . 6 -2 1 . 4 10 0 5 . 4 5.0%1:20 2.00%-25.0% 1:41.50%1.50% -33.0%1:3 33.0% 1: 3 5. 0 10 0 2 . 7 18 . 0 10 0 2 . 2 24 . 0 10 0 0 . 7 -9 . 9 10 0 1 . 7 -5 . 0 10 0 2 . 5 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50% 5. 0 10 0 0 . 8 18 . 0 10 0 0 . 3 24 . 7 99 8 . 6 -1 3 . 3 99 9 . 0 -5 . 0 10 0 0 . 6 1.50%-5.0% 1:20 2.00% -25.0% 1:4-25.0%1:4 1.50% 5. 0 99 9 . 4 18 . 0 99 9 . 0 25 . 3 99 7 . 2 -1 3 . 1 99 7 . 2 -5 . 0 99 9 . 3 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50% 5. 0 99 9 . 0 18 . 0 99 8 . 6 21 . 7 99 7 . 6 -1 1 . 3 99 7 . 7 -5 . 0 99 8 . 9 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50% R/W 46' R/W 61' R/W 44' R/W 55' R/W 48' R/W 63' R/W 38' R/W 68' R/W 33' R/W 68' R/W 33' -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 68' R/W 32' 5. 0 99 9 . 2 18 . 0 99 8 . 8 25 . 1 99 7 . 0 -1 4 . 7 99 6 . 4 -5 . 0 99 9 . 1 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -33.3% 1:3 1.50% 35+14 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 40' 29 . 7 99 6 . 7 -15.8 997.0 0.59%-4.7% 1:21 2.13% -21.2% 1:5 -30.9% 1:3 -27.6% 1:4 0.58% 35+85.31 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 C8.09CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 4 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 36+00 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 36+50 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 37+00 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 37+50 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 38+00 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 5. 0 99 9 . 4 18 . 0 99 9 . 0 20 . 9 99 8 . 3 -1 3 . 5 99 7 . 0 -5 . 0 99 9 . 3 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50% 5. 0 10 0 0 . 2 18 . 0 99 9 . 7 18 . 0 99 9 . 7 19 . 4 10 0 0 . 1 -7.0 999.9 -8 . 4 10 0 0 . 3 -5 . 0 10 0 0 . 0 1.50%-5.0% 1:20 2.00%25.0%1:425.0% 1:4 1.50% 5. 0 10 0 0 . 9 18 . 0 10 0 0 . 4 24 . 8 99 8 . 7 -1 0 . 2 99 9 . 9 -5 . 0 10 0 0 . 7 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50% 5. 0 10 0 1 . 6 18 . 0 10 0 1 . 2 23 . 1 99 9 . 9 -1 8 . 8 99 7 . 4 -5 . 0 10 0 1 . 5 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -33.3%1:3 1.50% 5. 0 10 0 2 . 3 18 . 0 10 0 1 . 9 18 . 0 10 0 1 . 9 18 . 1 10 0 1 . 9 -1 3 . 5 99 9 . 9 -5 . 0 10 0 2 . 2 1.50%-5.0% 1:20 2.00% 25.0%1:4 -33.3%1:3 1.50% R/W 63' R/W 38' R/W 57' R/W 44' R/W 51' R/W 49' R/W 46' R/W 55' Wetland 23' R/W 40' R/W 60' Wetland 39' 38+50 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014R/W 35' R/W 66' 5. 0 10 0 3 . 0 18 . 0 10 0 2 . 5 18 . 0 10 0 2 . 5 18 . 6 10 0 2 . 7 -7 . 7 10 0 2 . 6 -5 . 0 10 0 2 . 8 1.50%-5.0% 1:20 2.00% 25.0%1:41.50% 39+00 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014R/W 29' 5. 0 10 0 2 . 9 18 . 0 10 0 2 . 4 19 . 2 10 0 2 . 1 -7 . 8 10 0 2 . 4 -5 . 0 10 0 2 . 7 1.50%-5.0% 1:20 2.00% -25.0% 1:4 1.50% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 49' R/W 52' Wetland 34' 25 . 9 99 9 . 0 -1 5 . 6 99 8 . 4 1.07%-5.2% 1:19 2.31% -24.5% 1:4 -31.9% 1:3 1.08% 37+26.56 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 C8.10CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 4 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 39+50 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014R/W 24' 5. 0 10 0 2 . 3 18 . 0 10 0 1 . 8 20 . 8 10 0 1 . 1 -7 . 2 10 0 2 . 0 -5 . 0 10 0 2 . 1 1.50%-5.0% 1:20 2.00% -25.0% 1:4 1.50% 40+00 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014R/W 18' Wetland 52' 5. 0 10 0 1 . 9 18 . 0 10 0 1 . 4 20 . 5 10 0 0 . 8 -7.0 1001.6 -8 . 2 10 0 1 . 9 -5 . 0 10 0 1 . 7 1.50%-5.0% 1:20 2.00% -25.0% 1:4 25.0% 1:4 1.50% 40+50 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014R/W 24' 5. 0 10 0 2 . 6 18 . 0 10 0 2 . 1 21 . 2 10 0 1 . 3 -8 . 1 10 0 2 . 1 -5 . 0 10 0 2 . 4 1.50%-5.0% 1:20 2.00% -25.0% 1:4 1.50% 41+00 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016R/W 36' R/W 67' 5. 0 10 0 4 . 5 18 . 0 10 0 4 . 1 18 . 2 10 0 4 . 0 -1 0 . 1 10 0 3 . 5 -5 . 0 10 0 4 . 4 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50% 41+50 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018R/W 47' R/W 55' 5. 0 10 0 6 . 0 18 . 0 10 0 5 . 5 18 . 0 10 0 5 . 5 19 . 4 10 0 5 . 9 -7.0 1005.8 -7 . 3 10 0 5 . 8 -5 . 0 10 0 5 . 8 1.50%-5.0% 1:20 2.00%25.0%1:41.50% 42+00 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018R/W 58' R/W 43' 5. 0 10 0 6 . 5 18 . 0 10 0 6 . 1 20 . 0 10 0 5 . 6 -1 1 . 5 10 0 5 . 2 -5 . 0 10 0 6 . 4 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50% 42+50 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020R/W 56' R/W 44' 5. 0 10 0 7 . 0 18 . 0 10 0 6 . 6 18 . 8 10 0 6 . 4 -1 0 . 2 10 0 6 . 0 -5 . 0 10 0 6 . 9 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50% 43+00 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022R/W 55' R/W 45' 5. 0 10 0 7 . 8 18 . 0 10 0 7 . 4 18 . 0 10 0 7 . 4 18 . 8 10 0 7 . 6 -7 . 7 10 0 7 . 4 -5 . 0 10 0 7 . 7 1.50%-5.0% 1:20 2.00%25.0%1:41.50% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 C8.11CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 5 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 43+50 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022R/W 22' R/W 39' 5. 0 10 0 8 . 9 18 . 0 10 0 8 . 5 18 . 0 10 0 8 . 5 19 . 8 10 0 8 . 9 -9 . 3 10 0 8 . 1 -5 . 0 10 0 8 . 8 1.50%-5.0% 1:20 2.00%25.0%1:4 -25.0%1:4 1.50% 44+00 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022R/W 38' R/W 29' 5. 0 10 0 9 . 8 18 . 0 10 0 9 . 4 18 . 3 10 0 9 . 3 -1 0 . 3 10 0 8 . 8 -5 . 0 10 0 9 . 7 1.50%-5.0% 1:20 2.00% -25.0% 1:4 -25.0%1:4 1.50% 44+50 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024R/W 66' R/W 24' 5. 0 10 0 9 . 9 18 . 0 10 0 9 . 4 18 . 0 10 0 9 . 4 18 . 2 10 0 9 . 5 -9 . 0 10 0 9 . 1 -5 . 0 10 0 9 . 7 1.50%-5.0% 1:20 2.00% 25.0%1:4 -25.0%1:4 1.50% 45+00 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024R/W 23' 18 . 0 10 0 9 . 4 18 . 2 10 0 9 . 3 5. 0 10 0 9 . 0 -5 . 0 10 0 8 . 8 -7.0 1008.7 -7 . 0 10 0 8 . 8 5.0%1:20 2.00%1.50%1.50% 45+50 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022R/W 24' 18 . 0 10 0 7 . 6 18 . 0 10 0 7 . 6 21 . 3 10 0 8 . 4 5. 0 10 0 7 . 2 -5 . 0 10 0 7 . 0 -1 3 . 0 10 0 6 . 0 -1 8 . 1 10 0 7 . 6 5.0%1:20 2.00%25.0%1:4 1.50%1.50% -33.0%1:333.0% 1: 3 46+00 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020R/W 24' 18 . 0 10 0 5 . 2 18 . 0 10 0 5 . 2 22 . 0 10 0 6 . 2 5. 0 10 0 4 . 7 -5 . 0 10 0 4 . 6 -1 3 . 0 10 0 3 . 5 -1 7 . 4 10 0 4 . 9 5.0%1:20 2.00%25.0%1:4 1.50%1.50% -33.0%1:333.0% 1: 3 46+50 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012R/W 29' 5. 0 10 0 2 . 1 9. 0 10 0 2 . 0 19 . 6 99 8 . 4 -5 . 0 10 0 2 . 3 -1 7 . 0 99 8 . 9 1.50%4.00% -33.3% 1: 3 1.50% -33.3%1:3 47+00 990 992 994 996 998 1000 1002 1004 1006 1008 1010 990 992 994 996 998 1000 1002 1004 1006 1008 1010R/W 62' Wetland 31' Wetland 64' 5. 0 99 9 . 8 9. 0 99 9 . 6 27 . 1 99 3 . 6 -5 . 0 99 9 . 9 -1 8 . 2 99 6 . 1 1.50%4.00% -33.3% 1: 3 1.50% -33.3%1:3 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 C8.12CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 2 : 5 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 47+50 990 992 994 996 998 1000 1002 1004 1006 1008 1010 990 992 994 996 998 1000 1002 1004 1006 1008 1010R/W 33' Wetland 21' Wetland 34' 5. 0 99 8 . 6 9. 0 99 8 . 4 22 . 0 99 4 . 1 -5 . 0 99 8 . 7 -1 6 . 1 99 5 . 6 1.50%4.00% -33.3% 1: 3 1.50% -33.3%1:3 48+00 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014R/W 39' 5. 0 99 8 . 7 9. 0 99 8 . 5 9. 0 99 8 . 5 10 . 0 99 8 . 8 -5 . 0 99 8 . 8 -9 . 3 99 8 . 2 1.50%4.00%1.50% -25.0%1:4 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 56' Wetland 28' 26.2 993.3 -1 7 . 4 99 5 . 8 1.60%4.09%-33.4% 1:3 1.58% -33.2%1:3 47+18.88 990 992 994 996 998 1000 1002 1004 1006 1008 1010 990 992 994 996 998 1000 1002 1004 1006 1008 1010 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 C8.13CROSS SECTIONS TRAIL FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 9 0 1 T R A I L . d w g 6/ 1 0 / 2 0 2 5 2 : 0 3 : 0 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT 0+00 988 990 992 994 996 998 1000 1002 1004 988 990 992 994 996 998 1000 1002 1004 -3 0 . 0 99 6 . 2 18 . 9 99 7 . 8 -17.8%1:6 -25.0% 1:410.00%2.00%2.00% 0+50 990 992 994 996 998 1000 1002 1004 990 992 994 996 998 1000 1002 1004 -3 0 . 0 99 6 . 5 -12.3%1:8 5.98%10.00%2.00%2.00% 0+25 990 992 994 996 998 1000 1002 1004 990 992 994 996 998 1000 1002 1004 -3 0 . 0 99 6 . 4 18 . 0 99 7 . 9 18 . 0 99 7 . 9 -14.2%1:7 10.00%2.00%2.00% 0+75 990 992 994 996 998 1000 1002 1004 990 992 994 996 998 1000 1002 1004 -3 0 . 0 99 6 . 5 18 . 0 99 7 . 7 18 . 6 99 7 . 8 -11.4%1:9 10.00%2.00%2.00% 1+25 990 992 994 996 998 1000 1002 1004 990 992 994 996 998 1000 1002 1004 -3 0 . 1 99 6 . 3 18 . 0 99 7 . 6 18 . 4 99 7 . 7 -12.0%1:8 10.00%2.00%2.00% 1+00 990 992 994 996 998 1000 1002 1004 990 992 994 996 998 1000 1002 1004 -3 0 . 1 99 6 . 4 18 . 0 99 7 . 6 18 . 5 99 7 . 7 -11.2%1:9 10.00%2.00%2.00% 1+50 990 992 994 996 998 1000 1002 1004 990 992 994 996 998 1000 1002 1004 -3 0 . 1 99 6 . 4 18 . 0 99 7 . 6 18 . 6 99 7 . 8 -12.0%1:8 10.00%2.00%2.00% 1+75 990 992 994 996 998 1000 1002 1004 990 992 994 996 998 1000 1002 1004 -3 0 . 1 99 6 . 5 18 . 0 99 7 . 7 18 . 4 99 7 . 8 -11.5%1:9 10.00%2.00%2.00% 2+00 990 992 994 996 998 1000 1002 1004 990 992 994 996 998 1000 1002 1004 -3 0 . 1 99 6 . 6 21 . 8 99 6 . 8 -10.7%1:9 -25.0% 1:410.00%2.00%2.00% 2+25 990 992 994 996 998 1000 1002 1004 990 992 994 996 998 1000 1002 1004 -3 0 . 1 99 6 . 8 18 . 0 99 7 . 9 18 . 1 99 7 . 9 -10.1%1:10 10.00%2.00%2.00% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 69' R/W 50' WETL 33' R/W 70' R/W 49' WETL 32' R/W 69' R/W 49' WETL 32' R/W 49' WETL 32' R/W 48' WETL 29' R/W 49' WETL 30' R/W 48' WETL 33' R/W 47' WETL 34' R/W 47' WETL 35' R/W 46' WETL 36' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 3 : 1 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.14CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 2+50 988 990 992 994 996 998 1000 1002 1004 988 990 992 994 996 998 1000 1002 1004 -3 0 . 1 99 7 . 1 18 . 0 99 8 . 0 18 . 5 99 8 . 1 -8.1% 1:12 10.00%2.00%2.00% 2+75 988 990 992 994 996 998 1000 1002 1004 988 990 992 994 996 998 1000 1002 1004 -3 0 . 1 99 7 . 2 34 . 1 99 4 . 1 -8.8% 1:11 10.00% -25.0% 1:4 10.00%2.00%2.00% 3+00 988 990 992 994 996 998 1000 1002 1004 988 990 992 994 996 998 1000 1002 1004 -3 0 . 2 99 7 . 6 34 . 9 99 4 . 0 -5.6% 1:18 10.00% -25.0% 1:4 10.00%2.00%2.00% 3+25 988 990 992 994 996 998 1000 1002 1004 988 990 992 994 996 998 1000 1002 1004 -3 0 . 2 99 7 . 9 34 . 9 99 4 . 1 -4.5%1:22 10.00% -25.0% 1:4 10.00%2.00%2.00% 3+50 988 990 992 994 996 998 1000 1002 1004 988 990 992 994 996 998 1000 1002 1004 -3 0 . 2 99 8 . 3 33 . 9 99 4 . 5 -2.0%1:50 10.00% -25.0% 1:4 10.00%2.00%2.00% 3+75 990 992 994 996 998 1000 1002 1004 990 992 994 996 998 1000 1002 1004 -3 0 . 2 99 8 . 5 33 . 1 99 4 . 8 -0.7%1:145 10.00% -25.0% 1:4 10.00%2.00%2.00% 4+00 990 992 994 996 998 1000 1002 1004 990 992 994 996 998 1000 1002 1004 28 . 0 99 6 . 3 -1 8 . 6 99 8 . 9 -3 2 . 8 99 8 . 9 -24.3% 1:4 10.00% 2.00%2.00%0.0%Horizontal 4+15 988 990 992 994 996 998 1000 1002 1004 1006 988 990 992 994 996 998 1000 1002 1004 1006 -1 8 . 6 99 9 . 0 28 . 0 99 6 . 4 -2 4 . 6 99 9 . 1 1.98%2.00% 10.00% -24.0% 1:4 2.0%1:50 1.50%-7.9% 1:13 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 37 . 3 99 4 . 8 2.00% -33.3% 1: 3 38 . 2 99 4 . 6 2.00% -33.3% 1: 3 R/W 45' WETL 36' R/W 45' WETL 36' R/W 44' WETL 36' R/W 43' WETL 37' R/W 42' WETL 38' R/W 42' WETL 42' R/W 41' R/W 40' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 3 : 2 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.15CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 4+25 988 990 992 994 996 998 1000 1002 1004 1006 988 990 992 994 996 998 1000 1002 1004 1006 -1 8 . 6 99 9 . 3 -3 9 . 5 99 8 . 6 28 . 0 99 6 . 5 1.67%2.00%2.0% 1:50 1.50%2.00% -33.3%1:3 10.00% -24.3% 1:4 4+50 990 992 994 996 998 1000 1002 1004 1006 990 992 994 996 998 1000 1002 1004 1006 -1 8 . 6 99 9 . 4 -4 6 . 0 99 5 . 6 28 . 0 99 6 . 7 0.91%2.00%-2.0%1:501.50%2.00% -37.4%1:3 10.00% -25.0% 1:4 4+75 988 990 992 994 996 998 1000 1002 1004 1006 1008 988 990 992 994 996 998 1000 1002 1004 1006 1008 -1 8 . 6 99 9 . 5 -4 6 . 9 99 6 . 4 28 . 0 99 6 . 9 0.16%2.00%-2.0%1:501.50%2.00% -27.2%1:4 10.00% -25.6% 1:4 5+00 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 -1 8 . 6 99 9 . 7 -4 7 . 3 99 7 . 0 28 . 0 99 7 . 0 0.60%2.00%-2.0%1:501.50%2.00% -21.7%1:5 10.00% -26.1% 1:4 5+25 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 -1 8 . 6 99 9 . 8 -4 7 . 6 99 7 . 5 28 . 0 99 7 . 3 1.36%2.00%-2.0%1:501.50%2.00% -18.0%1:6 10.00% -26.8% 1:4 5+50 990 992 994 996 998 1000 1002 1004 1006 1008 1010 990 992 994 996 998 1000 1002 1004 1006 1008 1010 -1 8 . 6 10 0 0 . 0 -4 8 . 2 99 8 . 0 28 . 0 99 7 . 5 2.00%2.00%-2.0%1:501.50%2.00% -14.7%1:7 10.00% -27.8% 1:4 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 38 . 7 99 4 . 5 2.00% -33.3% 1: 3 40 . 6 99 4 . 0 2.00% -33.3% 1: 3 42 . 0 99 3 . 8 2.00% -33.3% 1: 3 43 . 8 99 3 . 4 2.00% 16.67% -33.3% 1: 3 44 . 3 99 3 . 4 2.00% 16.67% -33.3% 1: 3 39 . 0 99 5 . 4 2.00% 16.67% -33.3% 1: 3 R/W 40' R/W 39' R/W 38' R/W 38' R/W 37' R/W 37' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 3 : 2 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.16CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 5+75 992 994 996 998 1000 1002 1004 1006 1008 1010 992 994 996 998 1000 1002 1004 1006 1008 1010 -1 8 . 6 10 0 0 . 3 -4 8 . 3 99 8 . 5 28 . 0 99 8 . 0 2.00%2.00%-2.0%1:501.50%2.00% -12.7%1:8 10.00% -25.3% 1:4 6+00 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 -1 8 . 6 10 0 0 . 6 -4 7 . 0 99 9 . 0 28 . 0 99 8 . 8 2.00%2.00%-2.0%1:501.50%2.00% -12.7%1:8 10.00% -20.5% 1:5 6+25 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 -1 8 . 6 10 0 1 . 0 -4 5 . 6 99 9 . 7 28 . 0 99 8 . 8 2.00%2.00%-2.0%1:501.50%2.00% -10.6%1:9 10.00% -24.8% 1:4 6+50 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 -1 8 . 6 10 0 1 . 4 -3 6 . 8 10 0 1 . 6 28 . 0 99 8 . 9 2.00%2.00%2.0%1:50 1.50%2.00% 10.00% -26.9% 1:4 6+75 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 -1 8 . 6 10 0 1 . 7 -3 7 . 4 10 0 1 . 7 28 . 0 99 9 . 2 2.00%2.00%2.0%1:50 1.50%2.00% 10.00% -26.6% 1:4 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 34 . 0 99 7 . 6 34.2 997.7 2.00% 16.67% 34 . 0 99 8 . 4 44 . 5 10 0 1 . 9 2.00% 16.67% 33.3%1:3 35 . 3 99 7 . 9 2.00% 16.67% 50 . 7 99 2 . 9 2.00% 16.67% -33.3% 1: 3 52 . 6 99 2 . 6 2.00% 16.67% -33.3% 1: 3 R/W 37' R/W 37' R/W 37' R/W 64' R/W 37' R/W 52' R/W 38' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 3 : 3 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.17CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 7+00 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 -1 8 . 6 10 0 1 . 9 -3 6 . 7 10 0 2 . 4 28 . 0 99 9 . 5 2.00%2.00%2.0%1:50 1.50% 16.67% 10.00% -26.5% 1:4 7+25 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 -1 8 . 6 10 0 2 . 0 -3 6 . 6 10 0 2 . 6 28 . 0 99 9 . 6 2.00%2.00%2.0%1:50 1.50% 16.67% 10.00% -26.4% 1:4 7+50 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 -1 8 . 6 10 0 2 . 0 -3 7 . 2 10 0 2 . 1 28 . 0 99 9 . 6 2.00%2.00%2.0%1:50 1.50%2.00% 10.00% -26.5% 1:4 7+75 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 -1 8 . 6 10 0 1 . 9 -3 7 . 5 10 0 1 . 9 28 . 0 99 9 . 4 2.00%2.00%2.0%1:50 1.50%2.00% 10.00% -26.7% 1:4 8+00 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 -1 8 . 6 10 0 1 . 7 -3 7 . 2 10 0 1 . 8 28 . 0 99 9 . 2 2.00%2.00%2.0%1:50 1.50%2.00% 10.00% -27.0% 1:4 8+25 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 -1 8 . 6 10 0 1 . 4 -3 7 . 0 10 0 1 . 6 28 . 0 99 8 . 9 2.00%2.00%2.0%1:50 1.50%2.00% 10.00% -27.3% 1:4 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 47 . 3 99 4 . 6 2.00% 16.67% -33.3% 1: 3 41 . 3 99 6 . 7 2.00% 16.67% -33.3% 1: 3 37 . 9 99 7 . 8 2.00% 16.67% 35 . 2 99 8 . 6 2.00% 34 . 2 99 8 . 7 2.00% 16.67% 36 . 8 99 7 . 1 2.00% 16.67% FE N C E R/W 51' R/W 39' R/W 51' R/W 39' R/W 50' R/W 40' R/W 49' R/W 41' R/W 49' R/W 41' R/W 49' R/W 42' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 3 : 3 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.18CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 8+50 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 -1 8 . 6 10 0 0 . 9 28 . 0 99 8 . 6 -2 4 . 7 10 0 0 . 4 2.00%2.00% 10.00% -27.7% 1:4 -7.7% 1:131.50%-0.1%1:1304 8+75 984 986 988 990 992 994 996 998 1000 1002 1004 1006 984 986 988 990 992 994 996 998 1000 1002 1004 1006 -1 8 . 6 10 0 0 . 6 -2 4 . 7 10 0 0 . 1 28 . 0 99 8 . 3 2.00%2.00% -8.6% 1:12 10.00% -28.0% 1:4 9+00 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 -2 6 . 1 99 9 . 0 28 . 0 99 8 . 0 -18.7%1:5 10.00% -28.0% 1:4 10.00%2.00%2.00% 9+25 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 -2 7 . 3 99 8 . 2 28 . 0 99 7 . 9 -22.6%1:4 10.00% -26.4% 1:4 10.00%2.00%2.00% 9+50 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 -2 8 . 4 99 7 . 7 28 . 0 99 7 . 9 -22.3%1:4 10.00% -23.7% 1:4 10.00%2.00%2.00% 9+75 984 986 988 990 992 994 996 998 1000 1002 1004 1006 984 986 988 990 992 994 996 998 1000 1002 1004 1006 -2 9 . 2 99 7 . 4 28 . 0 99 8 . 1 -22.8%1:4 10.00% -20.5% 1:510.00%2.00%2.00% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 43 . 0 99 3 . 7 2.00% 16.67% FE N C E -50.0% 1: 2 -3 8 . 8 99 8 . 6 48 . 0 99 0 . 9 1.54%16.71% 2.00% 16.67% FE N C E -50.0% 1:2 -4 4 . 2 99 5 . 4 50 . 7 98 9 . 3 1.70% 16.85% FE N C E -50.1%1:2 2.00% 16.67% FE N C E -50.0% 1:2 -5 0 . 6 99 2 . 1 49 . 8 98 9 . 6 1.61%16.76% FE N C E -50.1%1:2 2.00%16.67 % FE N C E -50.0% 1: 2 -5 3 . 8 99 0 . 6 48 . 3 99 0 . 4 1.56%16.72% FE N C E -50.0%1:2 2.00%16.67 % FE N C E -50.0% 1: 2 -5 4 . 1 99 0 . 4 45 . 0 99 2 . 2 1.55%16.71% FE N C E -50.0%1:2 2.00%16.67 % FE N C E -50.0% 1:2 R/W 48' R/W 42' R/W 48' R/W 42' R/W 58' R/W 42' WETL 59' R/W 58' R/W 42' WETL 54' R/W 58' R/W 42' WETL 56' R/W 59' R/W 41' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 3 : 4 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.19CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 10+00 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 -2 9 . 8 99 7 . 0 28 . 0 99 8 . 7 -24.5%1:4 10.00% -13.3% 1:810.00%2.00%2.00% 10+25 986 988 990 992 994 996 998 1000 1002 1004 1006 986 988 990 992 994 996 998 1000 1002 1004 1006 -3 0 . 6 99 6 . 6 -26.5%1:4 4.57%10.00%2.00%2.00% 10+50 986 988 990 992 994 996 998 1000 1002 1004 1006 986 988 990 992 994 996 998 1000 1002 1004 1006 -3 1 . 7 99 6 . 2 28 . 0 99 9 . 2 -27.7%1:4 10.00% -9.0% 1:1110.00%2.00%2.00% 10+75 986 988 990 992 994 996 998 1000 1002 1004 1006 986 988 990 992 994 996 998 1000 1002 1004 1006 -3 2 . 6 99 6 . 1 28 . 0 99 8 . 3 -27.7%1:4 10.00% -18.8% 1:510.00%2.00%1.52% 11+00 984 986 988 990 992 994 996 998 1000 1002 1004 1006 984 986 988 990 992 994 996 998 1000 1002 1004 1006 -3 3 . 3 99 6 . 3 28 . 0 99 7 . 8 -26.6%1:4 10.00% -25.0% 1:4 10.00%2.00%0.76% 11+25 984 986 988 990 992 994 996 998 1000 1002 1004 1006 984 986 988 990 992 994 996 998 1000 1002 1004 1006 -3 3 . 9 99 6 . 5 28 . 0 99 8 . 0 -26.0%1:4 10.00% -25.2% 1:4 10.00%2.00%0.00% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -5 1 . 5 99 1 . 7 36 . 5 99 7 . 0 1.53%16.70% FE N C E -50.0%1:2 2.00% 16.67% FE N C E -5 0 . 9 99 1 . 9 1.58%16.73% FE N C E -50.0%1:2 -5 1 . 0 99 2 . 0 35 . 9 99 8 . 2 1.55%16.70% FE N C E -50.0%1:2 2.00% 16.67% -5 3 . 3 99 1 . 2 34 . 3 99 7 . 8 1.50%16.66% FE N C E -50.0%1:2 2.00% 16.67% -5 6 . 1 99 0 . 4 34 . 0 99 7 . 4 35 . 7 99 7 . 9 1.47%16.64% FE N C E -50.0%1:2 2.00% 16.67% -5 8 . 9 98 9 . 5 34 . 4 99 7 . 4 1.48%16.65% FE N C E -50.0%1:2 2.00% 16.67% R/W 59' R/W 41' R/W 59' R/W 41' R/W 59' R/W 41' R/W 60' R/W 40' R/W 60' R/W 40' R/W 60' R/W 40' WETL 56' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 3 : 4 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.20CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 11+50 984 986 988 990 992 994 996 998 1000 1002 1004 1006 984 986 988 990 992 994 996 998 1000 1002 1004 1006 -3 4 . 3 99 6 . 8 28 . 0 99 8 . 2 -26.2%1:4 10.00% -24.9% 1:4 10.00%2.00%0.75% 11+75 984 986 988 990 992 994 996 998 1000 1002 1004 1006 984 986 988 990 992 994 996 998 1000 1002 1004 1006 -3 4 . 7 99 7 . 0 28 . 0 99 8 . 5 -26.9%1:4 10.00% -26.1% 1:4 10.00%2.00%1.51% 12+00 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 -3 5 . 2 99 7 . 2 28 . 0 99 8 . 8 -28.2%1:4 10.00% -28.0% 1:4 10.00%2.00%2.00% 12+25 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 -33.8%1:3 -34.7% 1: 3 2.00%2.00%10.00%10.00% 12+50 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 -35.7%1:3 -37.8% 1: 3 2.00%2.00%10.00%10.00% 12+75 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 -37.9%1:3 -38.7% 1: 3 2.00%2.00%10.00%10.00% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -6 0 . 2 98 9 . 3 37 . 2 99 6 . 8 1.48%16.65% FE N C E -50.0%1:2 2.00% 16.67% -33.3% 1: 3 -6 0 . 8 98 9 . 5 41 . 5 99 5 . 6 1.48%16.65% FE N C E -50.0%1:2 2.00% 16.67% -33.3% 1: 3 -6 1 . 9 98 9 . 4 41 . 2 99 4 . 8 1.49%16.66% FE N C E -50.0%1:2 2.00% 16.67% FE N C E -50.0% 1:2 -6 4 . 7 98 8 . 3 44 . 6 99 3 . 4 1.51%16.65% FE N C E -49.9%1:2 2.00% 16.67% FE N C E -50.0% 1: 2 -6 5 . 0 98 8 . 8 48 . 1 99 2 . 1 1.57%16.70% FE N C E -49.9% 1:2 1.98% 16.64% FE N C E -50.0% 1:2 -6 5 . 4 98 9 . 2 51 . 7 99 1 . 1 1.57%16.70% FE N C E -49.9%1:2 1.95% 16.62% FE N C E -49.9% 1: 2 R/W 59' R/W 41' WETL 54' R/W 59' R/W 41' WETL 53' R/W 59' R/W 41' WETL 53' R/W 58' R/W 42' WETL 52' WETL 70' R/W 58' R/W 42' WETL 52' WETL 35' R/W 58' R/W 42' WETL 52' WETL 32' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 3 : 5 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.21CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 13+00 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 -39.3%1:3 -38.7% 1: 3 2.00%2.00%10.00%10.00% 13+25 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 -38.9%1:3 -38.7% 1: 3 2.00%2.00%10.00%10.00% 13+50 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 -35.7%1:3 -39.9% 1: 3 2.00%2.00%10.00%10.00% 13+75 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 -30.2%1:3 -30.7% 1:3 2.00%2.00%10.00%10.00% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -6 9 . 3 98 7 . 9 53 . 2 99 1 . 1 1.61%16.69% FE N C E -49.8%1:2 1.95% 16.62% FE N C E -49.9% 1:2 -7 0 . 0 98 8 . 5 53 . 6 99 1 . 5 1.78%16.89% FE N C E -50.0%1:2 1.98% 16.65% FE N C E -50.0% 1: 2 -69.7 989.2 53 . 6 99 2 . 1 1.97%17.06% FE N C E -50.2%1:2 2.10% 16.63% FE N C E -49.3% 1: 2 -68.7 990.0 55 . 6 99 3 . 7 1.98%17.04% FE N C E -50.2%1:2 2.23% 16.51% FE N C E -49.0% 1: 2 R/W 68' R/W 42' WETL 52' WETL 32' R/W 67' R/W 43' WETL 54' WETL 33' R/W 67' R/W 43' WETL 59' WETL 34' R/W 67' R/W 69' WETL 68' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 3 : 5 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.22CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 15+00 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 -6 3 . 6 99 2 . 6 -30.1% 1:3 -33.3%1:3 2.00%2.00%10.00%10.00% 14+15 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 -16.1%1:6 -21.2% 1:5 2.00%2.00%10.00%10.00% 14+00 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 -22.4%1:4 -26.1% 1:4 2.00%2.00%10.00%10.00% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -6 8 . 1 99 1 . 2 70.0 996.0 1.35%16.36% FE N C E -49.3% 1:2 5.21% 14.58% FE N C E -27.4% 1:4 -69.8 990.7 54.9 996.5 60.2 994.1 1.63%16.67% FE N C E -49.7%1:2 2.70% 16.89% FE N C E R/W 65' R/W 45' WETL 32' R/W 66' R/W 49' R/W 66' R/W 59' -3.0%1:33 1.88%1.86%1.85%1.89%1.91%-2.8% 1:36 0.50% R/W 48' WETL 33'14+56.61 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 4 : 0 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.23CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 15+25 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 49 . 4 99 5 . 8 -5 5 . 1 99 4 . 5 2.00%2.00%10.00% -33.3% 1: 3 10.00% -33.3%1:3 15+50 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 46 . 8 99 6 . 3 -4 9 . 9 99 5 . 9 2.00%2.00%10.00% -33.3% 1: 3 10.00% -33.3%1:3 15+75 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 44.8 996.6 -4 7 . 3 99 6 . 4 2.00%2.00%10.00% -33.3% 1: 3 10.00% -33.3%1:3 16+00 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 43 . 2 99 6 . 6 -4 5 . 0 99 6 . 6 2.00%2.00%10.00% -33.3% 1: 3 10.00% -33.3%1:3 16+25 992 994 996 998 1000 1002 1004 1006 1008 1010 992 994 996 998 1000 1002 1004 1006 1008 1010 -4 4 . 6 99 6 . 9 34 . 0 10 0 0 . 0 43 . 2 99 6 . 9 -3 4 . 0 10 0 0 . 4 -33.3%1:3 10.00% -25.0% 1:4 -33.3% 1: 3 10.00% -25.0%1:4 2.00%2.00% 16+50 992 994 996 998 1000 1002 1004 1006 1008 992 994 996 998 1000 1002 1004 1006 1008 -4 2 . 7 99 7 . 0 34 . 0 99 9 . 4 41 . 5 99 6 . 9 -3 4 . 0 99 9 . 9 -33.3%1:3 10.00% -25.0% 1:4 -33.3% 1: 3 10.00% -25.0%1:4 2.00%2.00% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -11.3% 1:9 -18.4% 1:5 60 . 0 99 3 . 6 0.21% 31.2%1:3 -30.3% 1:3 56 . 5 99 6 . 8 57 . 5 99 7 . 1 0.21% 31.2% 1:3 0.9%1:106 R/W 65' R/W 45' WETL 31' R/W 65' R/W 45' WETL 28' R/W 64' R/W 46' WETL 26' R/W 64' R/W 46' WETL 24' R/W 64' R/W 46' WETL 25' R/W 64' R/W 46' WETL 28' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 4 : 0 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.24CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 16+75 992 994 996 998 1000 1002 1004 1006 1008 992 994 996 998 1000 1002 1004 1006 1008 -4 0 . 7 99 7 . 2 34 . 0 99 9 . 0 39 . 9 99 7 . 0 -3 4 . 0 99 9 . 4 -33.3%1:3 10.00% -25.0% 1:4 -33.3% 1: 3 10.00% -25.0%1:4 2.00%2.00% 17+00 992 994 996 998 1000 1002 1004 1006 1008 992 994 996 998 1000 1002 1004 1006 1008 -3 9 . 1 99 7 . 4 34 . 0 99 8 . 6 37 . 9 99 7 . 3 -3 4 . 0 99 9 . 1 -33.3%1:3 10.00% -25.0% 1:4 -33.3% 1: 3 10.00% -25.0%1:4 2.00%2.00% 17+25 992 994 996 998 1000 1002 1004 1006 1008 992 994 996 998 1000 1002 1004 1006 1008 -3 7 . 0 99 7 . 8 34.0 998.3 36 . 9 99 7 . 3 -3 4 . 0 99 8 . 8 -33.3%1:3 10.00% -25.0% 1:4 -33.3% 1: 3 10.00% -25.0%1:4 2.00%2.00% 17+50 992 994 996 998 1000 1002 1004 1006 1008 992 994 996 998 1000 1002 1004 1006 1008 -3 5 . 2 99 8 . 1 34.0 998.1 36 . 4 99 7 . 3 -34.0 998.5 -33.3%1:3 10.00% -25.0% 1:4 -33.3% 1: 3 10.00% -25.0%1:4 2.00%2.00% 17+75 992 994 996 998 1000 1002 1004 1006 1008 992 994 996 998 1000 1002 1004 1006 1008 -3 4 . 2 99 8 . 5 34 . 0 99 7 . 9 35 . 3 99 7 . 5 10.00% -25.0% 1:4 -33.3% 1: 3 10.00% -25.0%1:4 2.00%2.00% 18+00 992 994 996 998 1000 1002 1004 1006 1008 992 994 996 998 1000 1002 1004 1006 1008 34 . 7 99 7 . 7 -2 3 . 9 10 0 0 . 9 2.00%2.00% 10.00% -25.0% 1:4 10.00% -25.0%1:4 18+25 992 994 996 998 1000 1002 1004 1006 1008 992 994 996 998 1000 1002 1004 1006 1008 34 . 3 99 7 . 8 -2 0 . 4 10 0 1 . 8 2.00%2.00% 10.00% -25.0% 1:4 10.00% 18+50 992 994 996 998 1000 1002 1004 1006 1008 992 994 996 998 1000 1002 1004 1006 1008 33 . 0 99 8 . 3 -2 0 . 8 10 0 1 . 8 2.00%2.00% 10.00% -25.0% 1:4 10.00% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 63' R/W 47' WETL 31' R/W 57' R/W 47' WETL 34' R/W 53' R/W 47' WETL 35' R/W 53' R/W 47' WETL 36' R/W 52' R/W 48' WETL 38' R/W 52' R/W 48' WETL 39' R/W 52' R/W 48' WETL 42' R/W 51' R/W 49' WETL 44' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 4 : 1 2 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.25CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 18+75 992 994 996 998 1000 1002 1004 1006 1008 992 994 996 998 1000 1002 1004 1006 1008 23 . 4 10 0 0 . 8 -2 8 . 3 10 0 0 . 0 2.00%2.00% 10.00% -25.0% 1:4 10.00% -25.0%1:4 19+00 992 994 996 998 1000 1002 1004 1006 1008 992 994 996 998 1000 1002 1004 1006 1008 18 . 0 10 0 2 . 4 -2 8 . 7 10 0 0 . 2 2.00%2.00% 10.00% 10.00% -25.0%1:4 19+25 992 994 996 998 1000 1002 1004 1006 1008 1010 992 994 996 998 1000 1002 1004 1006 1008 1010 18 . 4 10 0 2 . 8 -2 8 . 4 10 0 0 . 5 2.00%2.00% 10.00% 10.00% -25.0%1:4 19+49.97 992 994 996 998 1000 1002 1004 1006 1008 1010 992 994 996 998 1000 1002 1004 1006 1008 1010 18 . 9 10 0 3 . 1 -2 7 . 3 10 0 1 . 1 2.00%2.00% 10.00% 10.00% -25.0%1:4 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 51' R/W 49' WETL 46' R/W 51' R/W 49' WETL 45' R/W 51' R/W 49' WETL 43' R/W 50' R/W 50' WETL 50' SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ C 3 D \ 1 1 7 5 5 4 C 8 0 1 . d w g 6/ 1 0 / 2 0 2 5 2 : 0 4 : 1 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA DNR GATEWAY TRAIL 0N1.117554DATELIC. 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. RYAN J. GOODMAN 46664 MM/DD/YYYY ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 95% DRAFT C8.26CROSS SECTIONS COUNTY ROAD 52 FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. X = 510908.174 Y = 280764.615 PC STA. 19+49.978 L CR 52 X = 510225.489 Y = 281227.518 PT STA. 11+25.152 L CR 52 X = 510486.335 Y = 281009.185 PC STA. 612+01.604 L TRAIL X = 510494.496 Y = 281045.115 = 68°37' 32.9" L CR 5214+50.17P.O.T. STA. L TRAIL =611+64.76 P.O.T. STA. INTERSECTION POINT X = 510501.702 Y = 281076.921 PT STA. 611+32.151 L TRAIL CONSTRUCTION NOTES: FOR CONNECTION DETAILS. USE HIDE-AWAY 1" DIAMETER CULVERT TIES, SEE STANDARD PLATE 3145 CHAMFER UNLESS OTHERWISE NOTED. ALL EXPOSED CONCRETE EDGES SHALL BE FORMED WITH A ½" OR ¾" TRAFFIC WILL BE DETOURED DURING CONSTRUCTION. SEE GRADING PLANS FOR COMPLETE UTILITY INFORMATION. IN ACCORDANCE WITH SPEC. 3301. BARS MARKED WITH THE SUFFIX "E" SHALL BE EPOXY COATED DESIGNATIONS. THE BAR SIZES SHOWN IN THIS PLAN ARE IN U.S. CUSTOMARY EXCEPT AS NOTED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPEC. 2411 AND 2412. ADDITIONAL REQUIREMENTS. SEE SPECIAL PROVISIONS FOR ALL XXXX.6XX SERIES PAY ITEMS FOR "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION B26-B27 B25 B24 B23 B22 B20-B21 B16-B19 B13-B15 B8-B12 B4-B7 B3 B2 B1 BORINGS AS-BUILT BRIDGE DATA CONCUIT SYSTEM DETAILS PRECAST CONCRETE BARREL DETAILS ORNAMENTAL METAL RAILING DETAILS BRIDGE DETAILS SOUTH HEADWALL REINFORCEMENT SOUTH HEADWALL DETAILS NORTH HEADWALL REINFORCEMENT NORTH HEADWALL DETAILS BRIDGE LAYOUT TRANSVERSE SECTION & SCHEDULE OF QUANTITIES GENERAL PLAN AND ELEVATION 0 15'30' GENERAL ELEVATION ALONG L TRAIL-LOOKING NORTH C EL. 990 EL. 980 EL. 970 EL. 1010 EL. 1000 INVERT EL. 991.658 TOP OF BITUMINOUS TRAIL EL. 993.658 END PRECAST BARREL INVERT EL. 991.658 TOP OF BITUMINOUS TRAIL EL. 993.273 BEGIN PRECAST BARREL 4'-0" SHLD.6'-0" SHLD. EL. 1020 EL. 1030 GRADE PROFILE V P T S T A . 6 1 1 + 1 0 . 0 0 0 E L . 9 9 3 . 1 8 0 C DE =0.303' K = 10.325 EL. 993.055 STA. 610+85.000 50.000' L.V.C. VPI V P I S T A . 6 1 1 + 3 0 . 0 0 0 E L . 9 9 3 . 2 8 0 V P I S T A . 6 1 2 + 0 0 . 0 0 0 E L . 9 9 3 . 6 3 0 V P C S T A . 6 1 2 + 4 0 . 0 0 0 E L . 9 9 3 . 8 3 0 A 0.5% 2.0%2.0% 3.3%5.5% GROUND EXISTING L CR 52 A C C A CIP WINGWALL CIP WINGWALL CIP WINGWALL CIP WINGWALL VARIES VARIES 77'-0" FRONT FACE HEADWALL TO FRONT FACE HEADWALL 12'-0" LANE 12'-0" LANE T RA IL 1 0' -0 " 4 5 3 2 1 a l e c . l o r e n z 5 : 4 7 : 4 9 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ s 1 2 0 0 1 . d g n DESIGN DATA LIST OF SHEETS DESCRIPTION BRIDGE NO. 82J34 12' X 12' BOX CULVERT OXBORO AVE N UNDER CO RD 52 SOUTH OF SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 STATE BRIDGE ENGINEER APPROVED: DATE DATELIC. NO. R PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET OF DES. CHK. DRN. CHK. NO. GENERAL PLAN AND ELEVATION CITY OF SCANDIA WASHINGTON COUNTY R 20 W T 32 N SEC. 24 IDENTIFICATION NO. 513 RYAN R. EVANS 53921 DATE LCS AJL LCS AJL B27B1 WITH 2017 EDITION). SPECIFICATIONS (PRECAST SEGMENTS DESIGNED IN ACCORDANCE DESIGNED IN ACCORDANCE WITH 2020 AASHTO LRFD BRIDGE DESIGN SKEW ANGLE = 21° 16' 0.5" EST. MAX. FILL DEPTH B = 2.4' EST. MIN. FILL DEPTH A = 2.0' BARREL LENGTH = 75'-0" BARREL INSIDE HEIGHT = 12'-0" BARREL INSIDE WIDTH = 12'-0" HL-93 LIVE LOAD OR fy = 65 KSI STEEL FABRIC f'c = 5 KSI fy = 60 KSI REINF. PRECAST CONCRETE: f'c = 4 KSI n = 7.3 fy = 60 KSI REINF. REINFORCED CONCRETE: MATERIAL DESIGN PROPERTIES: BRIDGE OPERATING RATING FACTOR RF = 1.30 HL-93 LRFR HCADT (2045) = 20 PROJECTED ADDT (2045) = 435 CURRENT ADDT (2025) = 435 DESIGN SPEED = 45 MPH (ROAD) 20 MPH (TRAIL) A B C D GENERAL PLAN 0 15'30' C LEA R ZO N E C LEA R ZO N E 20'- 0" SH LD. 4'- 0" LA N E 12'- 0" LA N E 12'- 0" SH LD. 6'- 0" X = 510494.496 Y = 281045.115 = 68°37' 32.9" P.O.T. STA. 14+50.17 L CR 52 STA. 611+64.76 L TRAIL CONTROL POINT A C 20'- 0" AZ = 167° 14' 2.4" 2 Y = 281005.297 X = 510485.475 STA. 612+05.58 F.F. SOUTH HEADWALL W.P. "C" & & WORKING LINE L TRAIL 1 4 + 5 0 1 3 4 5 A 1 5 1 4 1 2 ' - 0 " T R A I L 611 612 40'-0"73'-0" B.F. HEADWALL TO B.F. HEADWALL 75'-0" PRECAST BARREL LENGTH 3 5'-0"33'-0"A B Y = 281080.394 X = 510502.489 STA. 611+28.60 F.F. NORTH HEADWALL W.P. "A" & 2'-0" CIP HEADWALL2'-0" CIP HEADWALL A C 2 ' - 0 " S U B C U T EL. 986.75 BOT. OF FTG.EL. 988.07 BOT. OF FTG. 1 1 a l e c . l o r e n z 5 : 4 7 : 5 1 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ s 1 2 0 0 2 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS BOX CULVERT NOTES: 1. 2. 3. L BOX CULVERT 6'-0" IN-SITU SOILS (TYP.) TRANSVERSE SECTION 2'-0" 1 1.5 GRADE CO RD 52 PROPOSED FINAL GRADING GRADE APPROXIMATE (TYP.) 1 1 UNDERPASS LUMINAIRE 2451.3C.2 AND 2106 3149.2G.1), COMPACTED PER SPEC. 2'-0" FINE AGGREGATE BEDDING (SPEC. 1.5% M I N . C L R . 1 0 ' - 0 " 2 5 1 4 3 1 2 3 4 5 APPLY MEMBRANE WATERPROOFING PER SPEC. 2481.3.B AT ALL BOX CULVERT JOINTS. CLOSE JOINTS. APPLY MEMBRANE WATERPROOFING SYSTEM TO SEAL THE JOINT AT THE EXTERIOR FACE. BOX CULVERT TONGUE AND GROOVE JOINTS SHALL NOT BE OVERSIZED. BOX CULVERT SECTIONS SHALL BE PLACED TO TIGHTLY END SECTION LENGTH DETERMINATION. DELAYED FABRICATION OF FINAL END SECTION(S) FOR CONTRACTOR FIELD MEASUREMENTS AND FINAL ADDITIONAL CONTRACTOR FIELD SURVEY DURING PLACEMENT. AS NEEDED FOR FUTURE SECTIONS TO BE CAST. MEASURING LENGTH OF PRECAST BOX SECTIONS IN THE CASTING YARD WHEN FORMS ARE STRIPPED AND ADJUSTING FORMS CONTROL DEVIATIONS MAY INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: OPERATIONS AND MEASURES TO BE IN PLACE TO CONTROL OFFSET DEVIATIONS AND TOTAL BOX LENGTH. MEASURES TO THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN TO THE ENGINEER DOCUMENTING FABRICATION AND PLACEMENT THE TOLERANCE RANGE NOTED ABOVE. THE FIRST SEGMENT OF PRECAST CULVERT SHALL BE SET ACCORDING TO THE PRECISE LOCATION DETAILED IN THESE PLANS. THE FINAL SECTION MAY DEVIATE WITHIN PRECAST LENGTH IS CONSIDERED TO BE +0" TO -6". CULVERT PLACED LAST MAY NOT BE LOCATED EXACTLY PER DESIGN; THE ACCEPTABLE TOLERANCE RANGE FOR TOTAL DUE TO TOLERANCES FOR PRECAST FABRICATION AND PRECAST PLACEMENT DURING CONSTRUCTION, THE END OF THE BOX GRADING PLANS. INCLUDED IN BRIDGE QUANTITIES, SEE MIXTURE(2,B) - SPEC 230B - (SPWEA230B) NOT 3" TYPE SP 9.5 WEARING COURSE QUANTITY NOTES: IN THE LUMP SUM BID FOR STRUCTURE EXCAVATION. SEE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. ALL DEWATERING ITEMS, LABOR, AND EQUIPMENT THAT ARE NEEDED TO COMPLETECONSTRUCTION SHALL BE INCLUDED (P) DENOTES PLAN QUANTITY PAY ITEM AS PER MNDOT SPEC. 1901. A 12'-0" PROFILE GRADE L TRAIL C 1 20 DOWN STATIONUP STATION BACKFILL MATERIAL PAY LIMITS OF EXCAVATION PAY LIMITS OF STRUCTURAL 1 2 1 2 (SPEC. 3149.2D.3) SELECT GRANULAR EMBANKMENT 3:1 MAX. SLOPE 2451.3C.2 AND 2106 3149.2G.1), COMPACTED PER SPEC. 2'-0" FINE AGGREGATE BEDDING (SPEC. TYPICAL SECTION AT WALLS 1 4 5.5% MAX. SLOPE B27B2 AJL LCSLCS AJL STATEMENT OF QUANTITIES TRANSVERSE SECTION 53920 RYAN EVANS 4'- 6 " M I N. 6 7 7 3 8 8 INCLUDED IN PAY ITEM "MEMBRANE WATERPROOFING SYSTEM". PLANS FOR ADDITIONAL DETAILS. 4" DIA. PERFORATED TP PIPE DRAIN WRAPPED IN GEOTEXTILE FABRIC, OUTLET INTO NEARBY DRAINAGE STRUCTURE. SEE GRADING PROVISIONS. APPLY SPECIAL SURFACE FINISH TO TOP AND SIDE FACES INSIDE OF BOX CULVERT. INCLUDED IN PAY ITEM '12X12 PRECAST CONCRETE BOX CULVERT'. SEE SPECIAL BACKFILL SHOULD BE PLACED AND COMPACTED PER THE REQUIREMENTS OF MNDOT SPEC. 2106. SHOULD BE PLACED AND COMPACTED PER THE REQUIREMENTS OF QUALITY COMPACTION PER MNDOT SPEC. 2451.3C.2 AND 2106.3.G. A GEOTEXTILE SEPARATION FABRIC MEETING THE REQUIREMENTS FOR A TYPE 4 PER MNDOT SPEC. 3733. COARSE FILTER AGGREGATE BE USED UPON THE DIRECTION OF THE FIELD GEOTECHNICAL ENGINEER. COARSE FILTER AGGREGATE SHALL BE ENVELOPED WITH OF EXCAVATION. IF HIGH INSTABILITY OR GROUNDWATER IS ENCOUNTERED, COARSE FILTER AGGREGATE (MNDOT SPEC. 3149.2G.2) SHALL FINE AGGREGATE BEDDING MATERIAL ASSUMES MODERATELY UNSTABLE OR CLAYEY SOILS MAY BE PRESENT AT THE BOTTOM OVER EXCAVATION BENEATH TAPERS IS NOT PERMITTED UNLESS REQUIRED BY OSHA. (TYP.) MAXIMUM EMBANKMENT PARTICLE SIZE WITHIN 2 FT. OF CULVERT IS 3" PER SPEC. TABLE 2106-3.3. ACTUAL EXCAVATION SLOPE IS DETERMINED BY OSHA REGULATIONS AND IN-SITU SOILS. 1'-6" (TYP.) SCHEDULE OF QUANTITIES - BRIDGE ITEM NO.ITEM UNIT TOTAL 2106.507 SELECT GRANULAR EMBANKMENT (CV)CU YD 2882 (P) 2411.507 STRUCTURAL CONCRETE (1G52)CU YD 119 (P) 2411.507 STRUCTURAL CONCRETE (3G52)CU YD 189 (P) 2411.508 REINFORCEMENT BARS POUND 8540 (P) 2411.508 REINFORCEMENT BARS (EPOXY COATED)POUND 21760 (P) 2411.601 STRUCTURE EXCAVATION LUMP SUM 1 2411.618 ARCHITECTURAL SURFACE FINISH (SINGLE COLOR)SQ FT 1732 (P) 2411.618 ARCHITECTURAL CONCRETE TEXTURE SQ FT 1732 (P) 2412.503 12X12 PRECAST CONCRETE BOX CULVERT LIN FT 75 (P) 2451.507 FINE AGGREGATE BEDDING (CV)CU YD 338 (P) 2475.503 ORNAMENTAL METAL RAILING DESIGN T-5 PC LIN FT 250 (P) 2481.601 MEMBRANE WATERPROOFING SYSTEM LUMP SUM 1 2502.601 DRAINAGE SYSTEM LUMP SUM 1 2545.501 CONDUIT SYSTEM LUMP SUM 1 2'-0" 3 ' - 0 " SPECIAL PROVISIONS (FULL LENGTH) - SEE EPDM WATERPROOFING (SPEC. 3149.2D.3) EMBANKMENT SELECT GRANULAR 6 a l e c . l o r e n z 5 : 4 7 : 5 1 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ s 1 2 0 0 3 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS L BOX CULVERT 12'-0" 6'-0" TRANSVERSE SECTION TOP OF BEDDING/BEARING AREA & WORKING LINE L TRAIL WORKING POINT LOCATIONS NOTE: STATIONING IS ALONG L TRAIL & WORKING LINE COORDINATE SYSTEM. COORDINATES BASED ON WASHINGTON COUNTY WORKING POINT LAYOUT NOTES: F.F. DENOTES FRONT FACE. A W.P. "A" W.P. "C" & WORKING LINE L TRAIL AZ = 167° 14' 2.4" AZ = 1 2 4 ° 0 5 ' 1 5 .0 " BOX CHAMFER WEST EDGE OF BOX CHAMFER EAST EDGE OF C 1 4 + 5 0 612+00611+50 A C A C X = 510494.496 Y = 281045.115 = 68°37' 32.9" P.O.T. STA. 14+50.17 L CR 52 STA. 611+64.76 L TRAIL CONTROL POINT (W.P. "B") B27B3 AJL LCSLCS AJL BRIDGE LAYOUT 53920 RYAN EVANS 6'-0" HEADWALL F.F. NORTH HEADWALL F.F. SOUTH PROFILE GRADE WORKING LINE DETAIL SOUTH SIDE SHOWN - NOT TO SCALE WORKING LINE DETAIL NORTH SIDE SHOWN - NOT TO SCALE AZ = 192° 45' 57.6" AZ = 192° 45' 57.6" F.F. SOUTH HEADWALL F.F. NORTH HEADWALL L TRAILA AL TRAIL WORKING LINE WORKING LINE STA. 612+05.58 W.P. "C" STA. 611+28.60 W.P. "A" STA. 611+28.58 STA. 612+05.60 2 ⅛ " 2 ¼ " R = 43'-11⅞" R = 33'-11⅞" W.P. L CO RD 52 DIMENSIONS BETWEEN WORKING POINTS (FT)ELEVATIONS (FT) POINT STATION X Y A B C TOP OF TRAIL DEPTH TO BEDDING/ BEARING LEDGE TOP OF BEDDING/ BEARING LEDGE POINT A 611+28.60 510502.489 281080.394 36.17 77.00 993.27 2.53 990.74 A B 611+64.76 510494.496 281045.115 40.83 993.46 2.63 990.82 B C 612+05.58 510485.475 281005.297 993.66 2.92 990.74 C A 1 2 ' - 0 " a l e c . l o r e n z 5 : 4 7 : 5 2 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ N o r t h h e a d w a l l 0 0 4 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS "8 3 5 6'- 3 14'-6⅞" 19'-7⅞" NORTH HEADWALL FOOTING PLAN A REFERENCE LINE F.F. HEADWALL & 55'- 0" REFERENCE LINE F.F. HEADWALL &2'-0"2'-0"8'-0"6'-0" B27B4 AJL LCSLCS AJL SHEET 1 OF 4 NORTH HEADWALL DETAILS 53920 RYAN EVANS 2'-0" 4'-0"5'-9"2'-3"W.P. "A" PRECAST BARREL EDGE OF FOOTING90°0'0"NORTH HEADWALL FOOTING PLAN B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. NOTES: L TRAIL 13'-0⅞"1'-6" CL BOX CULVERT SUMMARY OF QUANTITIES FOR NORTH HEADWALL ITEM DESCRIPTION QTY.UNITS SELECT GRANULAR EMBANKMENT (CV)554 CU YD STRUCTURAL CONCRETE (1G52)77 CU YD STRUCTURAL CONCRETE (3G52)121 CU YD REINFORCEMENT BARS 5850 POUND REINFORCEMENT BARS (EPOXY)13940 POUND ARCHITECTURAL SURFACE FINISH (SINGLE COLOR)1126 SQ FT ARCHITECTURAL CONCRETE TEXTURE (ASHLAR STONE)1126 SQ FT FINE AGGREGATE BEDDING (CV)147 CU YD ORNAMENTAL METAL RAILING DESIGN T-5 (PC)159 LIN FT35'-4⅝"32'-0⅞"28'- 6" 2'- 0" 24'- 0" 155 °0'0 "135°0'0" 2'-0" a l e c . l o r e n z 5 : 4 7 : 5 2 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ N o r t h h e a d w a l l 0 0 1 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS 55'- 5⅜" 16'-0" 1 ' - 0 " T Y P . 17'-3¼"2'-0"10"2" MAX. RELIEF1'-2"2'-0"2'- 0" NORTH HEADWALL PLAN L TRAILA REFERENCE LINE F.F. HEADWALL & B27B5 AJL LCSLCS AJL SHEET 2 OF 4 NORTH HEADWALL DETAILS 53920 RYAN EVANS W.P. "A" 55'- 0" NORTH HEADWALL PLAN 10" 2" MAX. RELIEF 2'-0" 1'-2"REFERENCE LINE F.F. HEADWALL & BOT. OF WALL B.F. HEADWALL @ TOP OF WALL B.F. HEADWALL @ W/ 2"X6" KEYWAY CONSTRUCTION JOINT DOWEL JOINT ½" CORK AND W/ 2"X6" KEYWAY CONSTRUCTION JOINT W/ 2"X6" KEYWAY CONSTRUCTION JOINT90°0'0"155 °0'0 " PRECAST BARREL B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. NOTES: 14'-0" W/ 2"X6" KEYWAY CONSTRUCTION JOINT L BOX CULVERTC33'-10"31'-0"53'- 0" 135°0'0" a l e c . l o r e n z 5 : 4 7 : 5 2 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ N o r t h h e a d w a l l 0 0 2 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS 27'-0"27'-0" NORTH HEADWALL ELEVATION EL. 989.84 BOT. OF FTG. EL. 998.39 TOP OF WALL EL. 1000.23 TOP OF WALL EL. 1002.07 TOP OF WALL GRADE FINISHED B27B6 AJL LCSLCS AJL SHEET 3 OF 4 NORTH HEADWALL DETAILS 53920 RYAN EVANS WEST END 20'-0" 27'-0"24'-0" 31'-0"53'-0" 104'-0" NORTH HEADWALL ELEVATION EL. 1005.74 TOP OF WALL EL. 991.25 TOP OF WALL EL. 986.75 BOT. OF FTG. EL. 1003.91 TOP OF WALL GRADE FINISHED A A A A A EAST END (NO TEXTURE) +2; COPING 2 ' - 0 " ( T YP . ) 2 ' - 0 " ( T YP . ) W/ 2"X6" KEYWAY CONSTRUCTION JOINT EL. 990.74 BEARING LEDGE 2'-0" W/ 2"X8" KEYWAY (TYP.) CONTRUCTION JOINT DOWEL JOINT L ½" CORK ANDC C C ARCHITECTURAL CONCRETE TEXTURE (ASHLAR STONE) +0"; F.F. FORMLINER W/ 2"X6" KEYWAY CONSTRUCTION JOINT INSIDE OF BOX CULVERT. APPLY SPECIAL SURFACE FINISH TO TOP AND SIDE FACES SEE PRECAST BARREL DETAILS ON SHEET NO. B23. B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. NOTES: ARCHITECTURAL CONCRETE TEXTURE (ASHLAR STONE) +0"; F.F. FORMLINER (NO TEXTURE) +2; COPING 1 2 B B 4'-0"16'-0" L TRAIL BOX CULVERT� 2 1 @ F.F. HEADWALL EL. 993.27 TOP OF TRAIL " C L R . 8 7 1 0 ' - 4 5'-0" C C 1'-0" 55'-0" 8" COPING W/ 2"X4" KEYWAY CONTRUCTION JOINT W/ 2"X6" KEYWAY CONTRUCTION JOINT W/ 2"X6" KEYWAY CONTRUCTION JOINT a l e c . l o r e n z 5 : 4 7 : 5 3 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ N o r t h h e a d w a l l 0 0 3 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS NOTES: 1 RETAINING WALL SECTION AT BOX CULVERT DETAIL B SECTION A-A 2 8'-0" " 2 1 1 ' - 1 0 S T R . C O N C . ( 1 G 5 2 ) " 2 1 1 B.F. HEADWALL F.F. HEADWALL 2" MAX. RELIEF EL. 1005.74 TOP OF WALL EL. 988.63 TOP OF FTG. REFERENCE LINE V A R I E S 3" BITUMINOUS TRAIL F.F. HEADWALL 2" MAX. RELIEF 8 " 1'-4" 1'-2" 1 0 " 4" 2" MAX. RELIEF BEARING LEDGE DETAIL TOP OF FOOTING W/ 2"X4" KEYWAY CONSTRUCTION JOINT 3" BITUMINIOUS TRAIL C2H JOINT, SEE C2H JOINT DETAIL 2 TOP OF BEARING LEDGE J O I N T D E P T H PRECAST SURFACE C2H JOINT DETAIL 1/8" " 2 1 2 EL. 991.66 INVERT REFERENCE LINE F.F. HEADWALL & TOP OF HEADWALL LEVEL 1'-0"± 1 1 1 1 " " 8 7 2 ' - 2 S T R U C T U R A L C O N C R E T E ( 3 G 5 2 ) 1 2 ' - 0 " P R E C A S T B A R R E L CULVERT CONCRETE BOX 12'X12' PRECAST 1 ' - 9 " " 8 7 1 7 ' - 2 SEE DETAIL B101. BRIDGE NAME PLATE, PLACE ON EAST INSIDE FACE OF NORTH HEADWALL. INCLUDED IN PAY ITEM 'MEMBRANE WATERPROOFING SYSTEM'. SEE SPECIAL PROVISIONS. EPDM WATERPROOFING. PLACE AROUND TOP AND SIDE FACES OVER FULL LENGTH OF CULVERT. SPECIAL PROVISIONS. AND BOX/HEADWALL INTERFACE. INCLUDED IN ITEM 'MEMBRANE WATERPROOFING SYSTEM'. SEE WATERPROOFING MEMBRANE PER SPEC. 2481. PLACE AROUND TOP AND SIDE FACES OF BOX JOINTS (3G52)'. 1" THICK POLYSTYRENE TYPE A. INCLUDED IN BID PRICE FOR PAY ITEM 'STRUCTURAL CONCRETE SEE PRECAST BARREL DETAILS ON SHEET NO. B23. FINISH ALL EDGES OF CURB WITH ½" CHAMFER, EXCEPT WHERE OTHERWISE NOTED. B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. 3 4 4 3 1 S T R U C T U R A L C O N C R E T E ( 3 G 5 2 ) 6 ' - 0 " 5 5 7" "2 13 3'-9"2'-0"2'-3" TOP OF WALL DESIGN T-5 PC ORNAMENTAL METAL RAILING 4 ' - 6 " DESIGN T-5 PC ORNAMENTAL METAL RAILING REFERENCE LINE B.F. HEADWALL B.F. HEADWALL EL. 986.75 BOT. OF FTG. B27B7 AJL LCSLCS AJL SHEET 4 OF 4 NORTH HEADWALL DETAILS 53920 RYAN EVANS 8'-0" " 2 1 1 ' - 1 0 S T R . C O N C . ( 1 G 5 2 ) " 2 1 1 EL. 988.63 TOP OF FTG. "2 13 3'-9"2'-0"2'-3" EL. 986.75 BOT. OF FTG. F.F. HEADWALL 2" MAX. RELIEF S T R U C T U R A L C O N C R E T E ( 3 G 5 2 ) TOP OF WALL DESIGN T-5 PC ORNAMENTAL METAL RAILING REFERENCE LINE 8'-0" " 2 1 1 ' - 1 0 S T R . C O N C . ( 1 G 5 2 ) " 2 1 1 EL. 988.63 TOP OF FTG. "2 13 3'-9"2'-0"2'-3" EL. 986.75 BOT. OF FTG. SECTION B-B F.F. HEADWALL 2" MAX. RELIEF S T R U C T U R A L C O N C R E T E ( 3 G 5 2 ) TOP OF WALL DESIGN T-5 PC ORNAMENTAL METAL RAILING REFERENCE LINE B.F. HEADWALL 6'-0" " 2 1 1 ' - 1 0 S T R . C O N C . ( 1 G 5 2 ) " 2 1 1 EL. 991.72 TOP OF FTG. "2 13 2'-0"2'-0"2'-0" EL. 989.84 BOT. OF FTG. SECTION C-C PRIOR TO SEALING THE JOINT JOINT FACES BY SANDBLASTING CLEAN AND DRY FULLY CURED SEE DETAIL "B" (TYP.) SEE DETAIL "B" (TYP.) SEE DETAIL "B" (TYP.) B.F. HEADWALL 4 ' - 6 " " 8 7 1 7 ' - 2 " T O 8 3 V A R I E S 1 1 ' - 1 1 ' - 9 " 3 REFERENCE LINE F.F. HEADWALL & 4 ' - 6 " " 8 3 V A R I E S 2 ' - 9 " T O 1 1 ' - 1 1 ' - 9 " 4 ' - 6 " " 8 7 V A R I E S 6 ' - 9 ⅝ " T O 1 2 ' - 3 1 ' - 9 " SEE BEARING LEDGE DETAIL VARIABLE AGGREGATE BASE a l e c . l o r e n z 5 : 4 7 : 5 3 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ N o r t h h e a d w a l l 0 0 5 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS NORTH HEADWALL FOOTING REINFORCEMENT REFERENCE LINE F.F. HEADWALL & B27B8 AJL LCSLCS AJL SHEET 1 OF 5 NORTH HEADWALL REINFORCEMENT 53920 RYAN EVANS6"3"@ ABT. 5⅞" SPA. = 14'-9⅛"29-A714E B.F. (DOWELS)10¾" SPA. = 7'-2"TOP & BOT. @9-A401@ ABT. 11¾" SPA. = 30'-6"32-A513E F.F. (DOWELS)3"A59- A 714E B. F. ( D O W ELS) @ 6" SPA. = 29'- 0" @ 1'-0" SPA. = 13'-0" 14-A510E (DOWELS) M ATCH LINE A-A M ATCH LINE A-A 1 0 ¾ " S P A . = 7 ' - 2 " T O P & B O T . @ 9 - A 4 0 2 21-A404 TOP & BOT. @ = 5'-2" ABT. 10½" SPA. 1'- 7" LA P DI STA N C E ( TYP.) BARS AND DETAILS. SEE STEPPED FOOTING DETAILS FOR ADDITIONAL 4-A513E F.F. (DOWELS) @ 1'-0" MAX. SPA. 3-A608 BOT. & TOP, FAN EQ. SPS. = 2'-5½" 3-A608 BOT. & TOP, FAN EQ. SPS. = 2'-5½" 4-A608 BOT. & TOP, FAN EQ. SPS. = 3'-6⅛" 4-A608 BOT. & TOP, FAN EQ. SPS. = 3'-6" E.F. DENOTES EACH FACE. B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. NOTES:SPA. = 8'-10¼"ABT. 11¾"B.F. (DOWELS) @1 SET OF 10-A511EA406A40511¾"6" 6" 81- A 509 TO P & B O T. @ 1'- 0" SPA. = 80'- 0" A 509 TO P & B O T. C O N TI N U ED @ 1'- 0" SPA. = 80- 0" 28- A 513E F. F. ( D O W ELS) @ 10¾" SPA. = 26'- 6" 33- A 612E B. F. ( D O W ELS) @ A BT. 10" SPA. = 26'- 6" 33- A 612E B. F. ( D O W ELS) @ A BT. 10" SPA. = 26'- 6" 6" 28- A 513E F. F. ( D O W ELS) @ A B T. 11¾" SPA. = 26'- 6" 6" A 612E B. F. ( D O W EL) A 513E F. F. ( D O W EL) 6" 3" 3" 6" 33- A 612E B. F. ( D O W ELS) @ A BT. 10" SPA. = 26'- 6" 28- A 513E F. F. ( D O W ELS) @ A BT. 11¾" SPA. = 26'- 6" 6"6"6" W.P. "A" 6" 6'-0"6'-6""8754-A714E (DOWELS) @ 6" SPA. = 1'-6"3-A714E (DOWELS) @ 6" SPA. = 1'-0"SPA. = 7'-10½"ABT. 11¾"(DOWELS) @9-A612E B.F.D 30- A 608 B O T. @ 1'- 0" SPA. = 29'- 0" 36- A 608 TO P @ A B T. 10" SPA. = 29'- 0" 14-A608 BOT. @ 1'-0" SPA. = 13'-0" 17-A608 TOP @ 9¾" SPA. = 13'-0" 10¾" SPA. = 7'-2" TOP & BOT. @ 9-A403 A B C D 28- A 513E F. F. ( D O W ELS) @ A B T. 11¾" SPA. = 26'- 6" 6" E F F L BOX CULVERT32-A608 BOT. @ 1'-0" SPA. = 31'-0"38-A608 TOP @ ABT. 10" SPA. = 31'-0"C B C E E a l e c . l o r e n z 5 : 4 7 : 5 4 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ N o r t h h e a d w a l l 0 0 6 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS NORTH HEADWALL REINFORCEMENT B27B9 AJL LCSLCS AJL SHEET 2 OF 5 NORTH HEADWALL REINFORCEMENT 53920 RYAN EVANSA612E (DOWELS)B.F. TO MATCH1 SET OF 9-A521ETO MATCH A714E (DOWELS)1 SET OF 13-A723E B.F.TO MATCH A513E (DOWELS)1 SET OF 32-A522E F.F.A510E (DOWELS) 14-A520E TO MATCH 1 SET O F 2 8- A 5 2 5 E F. F. TO M ATCH A 5 1 3 E ( D O W ELS) 1 SET O F 2 8- A 7 2 4 E B. F. TO M ATCH A 7 1 4 E ( D O W ELS) B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. NOTES: A554E A555E 1 SET O F 3 3- A 5 2 8 E B. F. TO M ATCH A 6 1 2 E ( D O W ELS) 1 SET O F 2 8- A 5 2 9 E F. F. TO M ATCH A 5 1 3 E ( D O W ELS) A556E A557E 1-A726E 1-A726E 1-A527E 1-A527E A558E (TYP.) A559E (TYP.) A553E 6" A 5 2 8 E B. F. 6" A 5 2 9 E F. F. 1 SET O F 3 3- A 5 3 0 E B. F. TO M ATCH A 6 1 2 E ( D O W ELS) 1 SET O F 2 8- A 5 3 1 E F. F. TO M A TCH A 5 1 3 E ( D O W ELS) 1 SET O F 3 3- A 5 3 2 E B. F. TO M ATCH A 6 1 2 E ( D O W ELS) 6" 6" 1 SET O F 2 8- A 5 3 3 E F. F. TO M ATCH A 5 1 3 E ( D O W ELS)3"3" 3" 6" 6" M ATCH LIN E A-A M ATCH LIN E A-A"8110'-1"4311L BOX CULVERTC a l e c . l o r e n z 5 : 4 7 : 5 4 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ N o r t h h e a d w a l l 0 0 7 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS NORTH HEADWALL ELEVATION B27B10 AJL LCSLCS AJL SHEET 3 OF 5 NORTH HEADWALL REINFORCEMENT 53920 RYAN EVANS NORTH HEADWALL ELEVATION A A A C C 28-A534E TO MATCH STEM VERTICALS B B M A T C H L I N E A - A M A T C H L I N E A - A 1-A550E E.F. 1-A550E E.F. A404 1 5 - A 5 5 8 E E . F . T O M A T C H " 8 7 1 3 ' - 2 " S P A . = 8 3 @ A B T . 1 1 1 S E T O F 1 5 - A 5 3 8 E B . F . 1 S E T O F 1 5 - A 5 3 9 E F . F . & 1 0 - A 5 5 9 E T O M A T C H " 4 1 8 ' - 4 S P A . = " 8 1 1 1 1 0 - A 5 4 0 E E . F . @ A B T . STEPPED FOOTING DETAIL "A" 2-A608 E.F 4 " 4 " EL. 986.75 BOT. OF FTG. DOWEL JOINT " CORK AND2 1L A509 TOP & BOT. 2'-0" 4 ' - 1 0 " & A404 A507, MATCH A403 A403 1-A608 1-A608 2"X8" KEYWAY (TYP.) CONSTRUCTION JOINT W/ 1'-0" C A404 A402 A403 A510E & A520E 84-A534E TO MATCH STEM VERTICALS CONTINUED 4-A534E TO MATCH STEM VERTICALS EL. 989.84 BOT. OF FTG. 2'-5" MIN. LAP (TYP.) " SPA.8 32-A549E E.F. @ ABT. 11 , 2-A558E E.F. TO MATCH"4 1" SPA. = 1'-108 31 SET OF 2-A543E B.F. & 1 SET OF 3-544E F.F. @ ABT. 11 , 2-A558E E.F. TO MATCH"4 1" SPA. = 1'-108 31 SET OF 2-A543E B.F. & 1 SET OF 3-544E F.F. @ ABT. 11 , 2-A559E TO MATCH"4 1" SPA. = 1'-108 31 SET OF 2-A543E B.F. & 1 SET OF 3-544E F.F. @ ABT. 11 , 2-A558E E.F. TO MATCH"4 3" SPA. = 1'-108 31 SET OF 2-A541E B.F. & 1 SET OF 3-542E F.F. @ ABT. 11 E.F. DENOTES EACH FACE. B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. NOTES: 1-A553E E.F.1-A556E 1-A557E A608 TOP & BOT. 1-A551E E.F. 1-A552E E.F. 1-A552E E.F. 1-A552E E.F. 1-A552E E.F. C C " 8 1 1 1 6-A559E TO MATCH 6-A558E E.F. & "8 5" SPA. = 4'-88 111 6-A540E E.F. @ ABT. " 8 1 1 1 " 8 3 1 1 " 8 1 1 1 1 5 - A 5 5 9 E T O M A T C H 1 5 - A 5 5 8 E E . F . & " 8 7 1 3 ' - 2 = 8 3 A B T . 1 1 1 5 - A 5 4 0 E E . F . @ T O M A T C H 8 - A 5 5 8 E E . F . " 4 1 6 ' - 6 S P A . = " 8 1 A B T . 1 1 8 - A 5 4 0 E E . F . @ A525E F.F. & A724E B.F. A531E F.F. & A530E B.F.A533E F.F. & A532E B.F. 4 " 4 " 4 " 4 " DETAIL "A" SEE STEPPED FOOTING 3 " (T YP .) A726E B.F. A527E F.F. & A726E B.F. A527E F.F. & 4-A534E TO MATCH STEM VERTICALS A723E B.F.A521E B.F. A522E F.F. A558E A559E A551E TOP OF WALL B.F. TAPER AT 1 9 - A 5 5 4 E T O M A T C H S T E M H O R Z . @ 1'-0" SPA. = 13'-0" 14-A535E & 14-A536E 1-A551E 1-A552E 1-A552E 1-A552E 1-A552E A 10"6" 32-A534E TO MATCH STEM VERTICALS A A B C D E B C D E F F F F 1 9 - A 5 5 5 E T O M A T C H S T E M H O R Z . A401 2 - A 5 5 9 E T O M A T C H 2 - A 5 5 8 E E . F . & " 8 3 1 1 " = 8 3 A B T . 1 1 2 - A 5 3 7 E E . F . @ " 8 3 1 1 a l e c . l o r e n z 5 : 4 7 : 5 5 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ N o r t h h e a d w a l l 0 0 8 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS NOTES: 1 RETAINING WALL SECTION AT BOX CULVERT SECTION A-A B.F. HEADWALL INCLUDED IN PRICE BID FOR "12X12 PRECAST BOX CULVERT". PROVIDE CONCRETE CLEAR COVER AS NOTED. COST FOR FURNISHING AND INSTALLING BARS IS FIELD BEND AS REQUIRED TO TIE TO WALL REINFORCEMENT LOCATED AT THE FRONT FACE AND BARS SHALL BE SPACED AT 1'-0" MAX. AROUND THE PERIMETER OF THE PRECAST BOX CULVERT. OF END SECTIONS. BARS SHALL BE 3'-4" LONG AND EMBEDDED 2'-8" INTO PRECAST BOX CULVERT. PRECAST BOX CULVERT MANUFACTURER SHALL EXTEND #5 EPOXY COATED REINFORCEMENT OUT E.F. DENOTES EACH FACE. B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. B.F. HEADWALL B27B11 AJL LCSLCS AJL SHEET 4 OF 5 NORTH HEADWALL REINFORCEMENT 53920 RYAN EVANS B.F. HEADWALL SECTION B-B B.F. HEADWALL SECTION C-C 5"5"ABT. 10¾" = 7'-2" A402 TOP & BOT. @ 5 " C L R . 3 " C L R . 5"5"ABT. 10¾" = 7'-2" A401 OR A403 TOP & BOT. @ 3 " C L R . 5 " C L R . 5"5"ABT. 10¾" = 7'-2" A401 TOP & BOT. @ 3 " C L R . 5 " C L R . 5"5"ABT. 10⅜" = 5'-2" A404 TOP & BOT. @ 3 " C L R . 5 " C L R . 4 " A513E A714E A513E A511E OR A612E A612E A513EA521E A522E A522E, A525E, OR A527E A723E, A724E, OR A726E 2" CLR. (TYP.) 2" CLR. (TYP.) 2" CLR. (TYP.) 2 ' - 2 7 / 8 " P R O J E C T I O N A608 A550E A553E (TYP.) A550E CONCRETE BARREL DETAILS (TYP.) #5 EPOXY COATED BAR, SEE PRECAST A536E, PULL UP TO 2" CLR. CLR. 4" A510E A520E COVER (TYP.) 3" END A551E OR A552E & M I N . L A P 5 ' - 6 " P R O J E C T I O N A535E, PULL UP TO 2" CLR. A534E, PULL UP TO 2" CLR. A534E, PULL UP TO 2" CLR. A534E, PULL UP TO 2" CLR. A608 A608 A509 1 A537E OR A538E A551E A552E A537E OR A539E REFERENCE LINE F.F. HEADWALL & REFERENCE LINE F.F. HEADWALL & REFERENCE LINE F.F. HEADWALL &A540E, OR A542E A537E, A539E, A540E, OR A541E A537E, A538E, REFERENCE LINE F.F. HEADWALL & OR A533E A529E, A531E,OR A532E A528E, A530E, & M I N . L A P 2 ' - 5 " P R O J . & M I N . L A P 2 ' - 5 " P R O J . & M I N . L A P 2 ' - 5 " P R O J . & M I N . L A P 3 ' - 7 " P R O J E C T I O N A540E OR A543EA540E OR A544E & M I N . L A P 3 ' - 7 " P R O J E C T I O N A 5 5 3 E CLR. 2" a l e c . l o r e n z 5 : 4 7 : 5 5 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ N o r t h h e a d w a l l 0 0 9 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETSB27B12 AJL LCSLCS AJL SHEET 5 OF 5 NORTH HEADWALL REINFORCEMENT 53920 RYAN EVANS BAR BEND DETAILS A511E 4'-11"A612E A611E, A612E, A513E, A714E, A615E A608, A509 3'-1" TO 7'-2" 5'-6" 1'-6" 3 ' - 2 " A510E 3'-9"A513E 1'-9" A4051'-9"1 1 1'-9" A4061'-9"1 2 A535E 1 1 " 1 ' - 7 " 9" A534E 10" 1 ' - 1 0 " 1 1 A536E 10" 1 0 " 1'-6" 1 1 1 ' - 1 0 " 1'-6" 6'-4" 6 ' - 4 "1'-7"A550E 1 1 1 1 1 ' - 4 " 1'-9"2'-1"1'-4"2'-6"A554E 2 ' - 5 " A559E 1'-4" 1 15 A556E & A557E 2'-4"3'-7"1 2 1 ' - 4 " 1'-6"2'-1"1'-3"2'-2"A555E 7'-6" A509 A608 4 ' - 1 " A507 3'-1" A714E 6'-10" 1 2.2 A556E 2'-6"3'-5"BILL OF REINFORCEMENT FOR NORTH HEADWALL BAR NUMBER LENGTH SHAPE LOCATION A401 2 SETS OF 9 31'-10" TO 34'-9"FOOTING LONGITUDINAL A402 2 SETS OF 9 14'-6" TO 19'-1"FOOTING LONGITUDINAL A403 2 SETS OF 9 30'-2" TO 31'-9"FOOTING LONGITUDINAL A404 42 27'-11"FOOTING LONGITUDINAL A405 18 3'-6"FOOTING TIE A406 18 3'-6"FOOTING TIE A507 18 10'-3"FOOTING TIE A608 203 8'-10"FOOTING TRANSVERSE TOP & BOTTOM A509 162 6'-8"FOOTING TRANSVERSE TOP & BOTTOM A510E 14 9'-6"FOOTING DOWEL UNDER BOX A511E 1 SET OF 10 3'-11" TO 8'-0"FOOTING DOWEL B.F. A612E 108 5'-11"FOOTING DOWEL B.F. A513E 152 4'-11"FOOTING DOWEL F.F. A714E 95 8'-0"FOOTING DOWEL B.F. A520E 14 3'-0"STEM BEARING LEDGE VERTICAL A521E 1 SET OF 9 6'-5" TO 10'-1"STEM VERTICAL B.F. A522E 1 SET OF 32 2'-8" TO 16'-11"STEM VERTICAL F.F. A723E 1 SET OF 13 10'-10" TO 16'-1"STEM VERTICAL B.F. A724E 1 SET OF 28 14'-5" TO 16'-2"STEM VERTICAL B.F. A525E 1 SET OF 28 15'-3" TO 17'-0"STEM VERTICAL F.F. A726E 13 16'-2"STEM VERTICAL B.F. A527E 8 17'-0"STEM VERTICAL F.F. A528E 1 SET OF 33 9'-5" TO 11'-3"STEM VERTICAL B.F. A529E 1 SET OF 28 10'-3" TO 12'-1"STEM VERTICAL F.F. A530E 1 SET OF 33 7'-7" TO 9'-5"STEM VERTICAL B.F. A531E 1 SET OF 28 8'-5" TO 10'-3"STEM VERTICAL F.F. A532E 1 SET OF 33 5'-9" TO 7'-7"STEM VERTICAL B.F. A533E 1 SET OF 28 6'-7" TO 8'-5"STEM VERTICAL F.F. A534E 152 5'-5"STEM TIE A535E 14 3'-8"STEM TIE ABOVE BOX A536E 14 4'-2"STEM TIE ABOVE BOX A537E 4 30'-8"STEM HORIZONTAL A538E 1 SET OF 15 1'-3" TO 28'-7"STEM HORIZONTAL B.F. A539E 1 SET OF 15 3'-3" TO 30'-8"STEM HORIZONTAL F.F. A540E 78 26'-8"STEM HORIZONTAL A541E 1 SET OF 2 11'-2" TO 25'-1"STEM HORIZONTAL B.F. A542E 3 SETS OF 3 9'-7" TO 26'-8"STEM HORIZONTAL F.F. A543E 1 SET OF 2 11'-0" TO 24'-8"STEM HORIZONTAL B.F. A544E 3 SETS OF 3 9'-8" TO 26'-8"STEM HORIZONTAL F.F. A550E 8 14'-3"STEM BOX CULVERT CONFINEMENT A551E 3 33'-10"STEM HORIZONTAL TOP A552E 12 26'-9"STEM HORIZONTAL TOP A553E 9 15'-0"STEM HORIZONTAL A554E 19 9'-0"STEM CONSTRUCTION JOINT CORNER TIE A555E 19 8'-4"STEM CONSTRUCTION JOINT CORNER TIE A556E 3 5'-11"STEM CONSTRUCTION JOINT TIE A557E 3 5'-11"STEM CONSTRUCTION JOINT TIE A558E 100 5'-2"STEM CONSTRUCTION JOINT TIE A559E 35 6'-2"STEM END TIE a l e c . l o r e n z 5 : 4 7 : 5 5 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ S o u t h h e a d w a l l 0 0 3 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS 36'-2½"41'-10⅜"SOUTH HEADWALL FOOTING PLAN 14'-5⅝" 19'-0⅞" BOX CULVERT� REFERENCE LINE F.F. HEADWALL & 2'-0" 6'-9" B27B13 AJL LCSLCS AJL SHEET 1 OF 3 SOUTH HEADWALL DETAILS 53920 RYAN EVANS W.P. "C" 4'-6" 2'-3" 35'-6⅜"40'-10"2'-0" SOUTH HEADWALL PLAN2'-0"16'-0" 17'-4⅜" REFERENCE LINE F.F. HEADWALL & W.P. "C"BOT. OF WALL B.F. HEADWALL @ TOP OF WALL B.F. HEADWALL @ PRECAST BARREL W/ 2"X6" KEYWAY CONSTRUCTION JOINT W/ 2"X6" KEYWAY CONSTRUCTION JOINT W/ 2"X6" KEYWAY CONSTRUCTION JOINT W/ 2"X6" KEYWAY CONSTRUCTION JOINT 150°0'0"135° 0' 0" L TRAILA FOOTING EDGE OF 10" 2'-0" 2" M A X. R ELIEF 1'-10"90°0'0"L TRAILA BOX CULVERT� 1'-4¾"13'-0⅞" 2'-0"14'-0" B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. NOTES: SUMMARY OF QUANTITIES FOR SOUTH HEADWALL ITEM DESCRIPTION QTY.UNITS SELECT GRANULAR EMBANKMENT (CV)304 CU YD STRUCTURAL CONCRETE (1G52)42 CU YD STRUCTURAL CONCRETE (3G52)68 CU YD REINFORCEMENT BARS 2690 POUND REINFORCEMENT BARS (EPOXY)7820 POUND ARCHITECTURAL SURFACE FINISH (SINGLE COLOR)607 SQ FT ARCHITECTURAL CONCRETE TEXTURE (ASHLAR STONE)607 SQ FT FINE AGGREGATE BEDDING (CV)79 LIN FT ORNAMENTAL METAL RAILING DESIGN T-5 (PC)91 LIN FT 34'-4¾"39'-0⅞"1 ' - 0 " T Y P . 33'-0"38'-0"90°0'0"135° 0' 0" 150°0'0" a l e c . l o r e n z 5 : 4 7 : 5 6 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ S o u t h h e a d w a l l 0 0 1 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS 20'-0" 19'-0"19'-0" 33'-0"38'-0" 16'-0"16'-6"16'-6" 91'-0" EL. 1005.74 TOP OF WALL SOUTH HEADWALL ELEVATION EL. 988.07 BOT. OF FTG. EL. 1000.69 TOP OF WALL EL. 1001.22 TOP OF WALL EL. 996.70 TOP OF WALL EL. 995.64 TOP OF WALL 2 '- 0 " ( T YP . ) A A A A ARCHITECTURAL CONCRETE TEXTURE (ASHLAR STONE) +0"; F.F. FORMLINER GRADE FINISHED BOX CULVERT� B27B14 AJL LCSLCS AJL SHEET 2 OF 3 SOUTH HEADWALL DETAILS 53920 RYAN EVANS (NO TEXTURE) +2; COPING WEST END EAST END OF BOX CULVERT. APPLY SPECIAL SURFACE FINISH TO TOP AND SIDE FACES INSIDE SEE PRECAST BARREL DETAILS ONSHEET NO. B23. B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. NOTES: W/ 2"X6" KEYWAY CONSTRUCTION JOINT W/ 2"X6" KEYWAY CONSTRUCTION JOINT B B B B L TRAILA W/ 2"X6" KEYWAY CONSTRUCTION JOINT W/ 2"X6" KEYWAY CONSTRUCTION JOINT W/ 2"X4" KEYWAY CONSTRUCTION JOINT 1 2 1 2 " C L R . 8 1 1 0 ' - 0 5'-0"@ F.F. HEADWALL EL. 993.66 TOP OF TRAIL 8" COPING 4'-0" EL. 990.74 BEARING LEDGE a l e c . l o r e n z 5 : 4 7 : 5 6 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ S o u t h h e a d w a l l 0 0 2 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS NOTES: 1 RETAINING WALL SECTION AT BOX CULVERT DETAIL B SECTION A-A 2 6'-9" " 2 1 1 ' - 1 0 S T R . C O N C . ( 1 G 5 2 ) " 2 1 1 B.F. HEADWALL F.F. HEADWALL 2" MAX. RELIEF EL. 1005.74 TOP OF WALL EL. 989.95 TOP OF FTG. REFERENCE LINE 3" BITUMINOUS TRAIL F.F. HEADWALL 2" MAX. RELIEF 8 " 1'-4" 1'-2" 1 0 " 4" 2" MAX. RELIEF EL. 991.66 INVERT REFERENCE LINE F.F. HEADWALL & TOP OF HEADWALL LEVEL 1'-0"± 1 1 1 1 " 1 ' - 0 " S T R U C T U R A L C O N C R E T E ( 3 G 5 2 ) 1 2 ' - 0 " P R E C A S T B A R R E L CULVERT CONCRETE BOX 12'X12' PRECAST 1 ' - 9 " 1 5 ' - 1 1 " INCLUDED IN PAY ITEM 'MEMBRANE WATERPROOFING SYSTEM'. SEE SPECIAL PROVISIONS. EPDM WATERPROOFING. PLACE AROUND TOP AND SIDE FACES OVER FULL LENGTH OF CULVERT. SPECIAL PROVISIONS. AND BOX/HEADWALL INTERFACE. INCLUDED IN ITEM 'MEMBRANE WATERPROOFING SYSTEM'. SEE WATERPROOFING MEMBRANE PER SPEC. 2481. PLACE AROUND TOP AND SIDE FACES OF BOX JOINTS SEE PRECAST BARREL DETAILS ON SHEET NO. B23. FINISH ALL EDGES OF CURB WITH ½" CHAMFER, EXCEPT WHERE OTHERWISE NOTED. B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. 3 3 2 1 S T R U C T U R A L C O N C R E T E ( 3 G 5 2 ) "2 13 2'-6"2'-0"2'-3" TOP OF WALL DESIGN T-5 PC ORNAMENTAL METAL RAILING 4 ' - 6 " DESIGN T-5 PC ORNAMENTAL METAL RAILING REFERENCE LINE B.F. HEADWALL B.F. HEADWALL EL. 988.07 TOP OF FTG. 6'-9" " 2 1 1 ' - 1 0 " 2 1 1 2'-6"2'-0"2'-3" "2 13 EL. 989.95 TOP OF FTG. EL. 988.07 TOP OF FTG. S T R . C O N C . ( 1 G 5 2 ) B27B15 AJL LCSLCS AJL SHEET 3 OF 3 SOUTH HEADWALL DETAILS 53920 RYAN EVANS SECTION B-B F.F. HEADWALL 2" MAX. RELIEF S T R U C T U R A L C O N C R E T E ( 3 G 5 2 ) TOP OF WALL DESIGN T-5 PC ORNAMENTAL METAL RAILING REFERENCE LINE B.F. HEADWALL 6'-9" " 2 1 1 ' - 1 0 " 2 1 1 2'-6"2'-0"2'-3" "2 13 EL. 989.95 TOP OF FTG. EL. 988.07 TOP OF FTG. S T R . C O N C . ( 1 G 5 2 ) SEE DETAIL "B" (TYP.) SEE DETAIL "B" (TYP.) V A R I E S 4 ' - 6 " " T O 1 5 ' - 1 1 " 2 1 V A R I E S 1 0 ' - 1 0 1 ' - 9 " 2 4 ' - 6 " " 4 3 " T O 1 1 ' - 4 8 7 V A R I E S 5 ' - 9 1 ' - 9 " SEE BEARING LEDGE DETAIL SHEET B7 a l e c . l o r e n z 5 : 4 7 : 5 6 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g b m i . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ S o u t h h e a d w a l l 0 0 4 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS SOUTH HEADWALL FOOTING REINFORCEMENT B27B16 AJL LCSLCS AJL SHEET 1 OF 4 SOUTH HEADWALL REINFORCEMENT 53920 RYAN EVANS S P A. = 5'-1 1" A B T. 1 1 ¾" & B O T. @ 7- B 4 0 1 T O P S P A . = 5 ' - 1 1 " A B T . 1 1 ¾ " & B O T . @ 7 - B 4 0 2 T O P SPA. = 5'-11"ABT. 11¾"& BOT. @7-B403 TOP@ ABT. 1'-0" SPA. = 13'-0" 14-B506 TOP & 14-A607 BOT.20-B607 BOT. @ 1'-0" SPA. = 19'-0"20-B506 TOP @ 1'-0" SPA. = 19'-0"4-B511E F.F. (DOWELS) @ 1'-0" MAX. SPA. 1 SET OF 3-B609 B.F. (DOWELS) @ 1'-0" SPA. = 2'-0" 3-A607 BOT. & 3-B506 TOP, FAN EQ. SPS. = 3'-0" 3-A607 BOT. & 3-B506 TOP, FAN EQ. SPS. = 3'-0" 3-A607 BOT. & 3-B506 TOP, FAN EQ. SPS. = 2'-5" 3-A607 BOT. & 3-B506 TOP, FAN EQ. SPS. = 2'-5" E.F. DENOTES EACH FACE. B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. NOTES: B404 @ 1'-0" SPA. = 13'-0" 14-B508E (DOWELS) 17-B511E F.F. (DOW ELS) @ 1'-0" SPA. = 16'-0"43-B610E B.F. (DOWELS) @ 6" SPA. = 21'-0"20-B511E F.F. (DOWELS) @ 1'-0" SPA. = 18'-6"E @ 1'-0" SPA. = 13'-0" 14-B610E B.F. (DOW ELS) B405 SOUTH HEADWALL REINFORCEMENT TO M ATCH B610E (DOW ELS) 1 SET OF 14-B551E B.F. 1 SET OF 34-B522E F.F. TO M ATCH B511E (DOW ELS)MATCH B610E (DOWELS)1 SET OF 20-B623E B.F. TO1 SET OF 40-B524E F.F. TO MATCH B511E (DOWELS)B508E (DOWELS) 14-B520E TO MATCH B545E B546E 1-B625E 1-B625E 1-B526E 1-B526E B550E (TYP.) B549E (TYP.) B544E B547E B548E 17-B511E F.F. (DOW ELS) @ 1'-0" SPA. = 16'-0" @ 6" SPA. = 18'-6" 38-B610E B.F. (DOW ELS) 6" 1'-0" 3" TO M ATCH B610E (DOW ELS) 1 SET OF 19-B621E B.F.MATCH B610E (DOWELS)1 SET OF 20-B552E B.F. TO6"20-B610E B.F. (DOWELS) @ ABT. 1'-0" SPA. = 18'-6"6"6"6"6"19-B506 TOP & BOT. @ 1'-0" SPA. = 18'-0"3"3"ABT. 11⅝" SPA. = 18'-6"20-B511E F.F. (DOWELS) @ 3" 3"3"3"6"3'-3" 3-B610E (DOWELS) @ ABT. 6" = 1'-0"4-B610E (DOWELS) @ ABT. 6" = 1'-6" 6" 6"6" W.P. "C" 6" 6'-0"6'-6" 1'-0" SPA. = 15'-0" 16-B506 TOP & BOT. @ CDA B A B C D E 18-B607 BOT. @ 1'-0" SPA. = 17'-0" 18-B506 TOP @ 1'-0" SPA. = 17'-0" 1'-0" 6"6"L BOX CULVERTC1'-0"F F F L BOX CULVERTC 1-B543E E.F. 1-B543E a l e c . l o r e n z 5 : 4 7 : 5 7 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ S o u t h h e a d w a l l 0 0 6 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS SOUTH HEADWALL ELEVATION A A A A B27B17 AJL LCSLCS AJL SHEET 2 OF 4 SOUTH HEADWALL REINFORCEMENT 53920 RYAN EVANS 2'-5" MIN. LAP (TYP.) 4-B549E E.F. TO MATCH 1 SET OF 4-B538E B.F. @ ABT. 11¾" SPA. = 3'-11⅛" 1 SET OF 5-B539E F.F. & 4-B549E E.F. TO MATCH 1 SET OF 4-B536E B.F. @ ABT. 11¾" SPA. = 3'-11⅛" 1 SET OF 5-B537E F.F. & 5-B549E E.F. TO MATCH 1 SET OF 5-B533E B.F. @ ABT. 11¾" SPA. = 4'-10¾" 1 SET OF 6-B534E F.F. & 5-B549E E.F. TO MATCH 1 SET OF 5-B531E B.F. @ ABT. 11¾" SPA. = 4'-10¾" 1 SET OF 6-B532E F.F. & E.F. DENOTES EACH FACE. B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. NOTES: 1-B541E E.F. 1-B541E E.F. 6 - E 5 5 0 T O M A T C H @ A B T . 1 1 ¾ " = 4 ' - 1 0 ⅞ " 6 - B 5 3 5 E E . F . 2 2 - B 5 4 9 E E . F . T O M A T C H @ A B T . 1 1 ¾ " = 9 ' - 9 ⅝ " 1 1 - B 5 3 5 E E . F . C 5 - B 5 5 0 E T O M A T C H @ A B T . 1 1 ¾ " = 3 ' - 1 1 ⅛ " 5 - B 5 3 0 E E . F . 34-B527E TO MATCH STEM VERTICALS 4-B527E TO MATCH STEM VERTICALS @ 1'-0" SPA. = 13'-0" 14-B528E & 14-B529E 4-B527E TO MATCH STEM VERTICALS 40-B527E TO MATCH STEM VERTICALS 1-B544E E.F. 1-B542E E.F. 1-B544E E.F. B B B B 1-B547E 1- B548E B551E B.F. & B522E F.F.B621E B.F. & B522E F.F. B625E B.F. & B526E F.F.B625E B.F. & B526E F.F. B623E B.F. & B524E F.F.B552E B.F. & B524E F.F.B508E & B520E 4 " 1 1 ¾ " 1 1 ¾ " 4 " 1 1 ¾ " 4 " 1-B543E E.F. 1-B542E E.F.1 1 ¾ " 4 " 3" (TYP.) B.F. TAPER AT TOP OF WALL E E E 1-B542E 1-B543E 1-B542E A A B C D 2 0 - B 5 4 9 E E . F . T O M A T C H @ A B T . 1 1 ¾ " = 8 ' - 9 ⅞ " 1 0 - B 5 3 0 E E . F . E 1 7 - B 5 4 5 E T O M A T C H S T E M H O R Z . 1 7 - B 5 4 6 E T O M A T C H S T E M H O R Z . B D a l e c . l o r e n z 5 : 4 7 : 5 7 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ S o u t h h e a d w a l l 0 0 7 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS NOTES: RETAINING WALL SECTION AT BOX CULVERT SECTION A-A B.F. HEADWALL INCLUDED IN PRICE BID FOR "12X12 PRECAST BOX CULVERT". PROVIDE CONCRETE CLEAR COVER AS NOTED. COST FOR FURNISHING AND INSTALLING BARS IS FIELD BEND AS REQUIRED TO TIE TO WALL REINFORCEMENT LOCATED AT THE FRONT FACE AND BARS SHALL BE SPACED AT 1'-0" MAX. AROUND THE PERIMETER OF THE PRECAST BOX CULVERT. OF END SECTIONS. BARS SHALL BE 3'-4" LONG AND EMBEDDED 2'-8" INTO PRECAST BOX CULVERT. PRECAST BOX CULVERT MANUFACTURER SHALL EXTEND #5 EPOXY COATED REINFORCEMENT OUT E.F. DENOTES EACH FACE. B.F. DENOTES BACK FACE. F.F. DENOTES FRONT FACE. B27B18 AJL LCSLCS AJL SHEET 3 OF 4 SOUTH HEADWALL REINFORCEMENT 53920 RYAN EVANS B.F. HEADWALL B511E & M I N . L A P 5 ' - 6 " P R O J E C T I O N B520E B541E 4 " 5"ABT. 10¾" = 5'-11" B402 TOP & BOT. @ COVER (TYP.) 3" END B607 5"ABT. 10¾" = 5'-11" B401 OR B403 TOP & BOT. @ COVER (TYP.) 3" END B506B506 B607 B542E OR B543E REFERENCE LINE F.F. HEADWALL & REFERENCE LINE F.F. HEADWALL & B527E, PULL UP TO 2" CLR. B544E (TYP.) B528E, PULL UP TO 2" CLR. B529E, PULL UP TO 2" CLR. B541E CONCRETE BARREL DETAILS (TYP.) #5 EPOXY COATED BAR, SEE PRECAST 1 B508E B610E B621E, B623E, OR B625E B522E, B524E, OR B526E 9 " SECTION B-B 5 " C L R . 5 " C L R . 3 " C L R . 3 " C L R . B535E, OR B537E B530E, B534E, B535E, OR B536E B530E, B533E, B506 5"ABT. 10¾" = 5'-11" B401 OR B403 TOP & BOT. @ B506 COVER (TYP.) 3" END & M I N . L A P 5 ' - 6 " P R O J E C T I O N B542E OR B543E B527E, PULL UP TO 2" CLR. B511E B.F. HEADWALL B551E OR B552E REFERENCE LINE F.F. HEADWALL & B535E, OR B538E B530E, B531E, B522E OR B524E B535E, OR B539E B530E, B532E, 5 " C L R . 3 " C L R . & M I N . L A P 2 ' - 5 " P R O J . 5"5"5" & M I N . L A P 2 ' - 5 " P R O J . B610E OR B609E 1 a l e c . l o r e n z 5 : 4 7 : 5 8 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ S o u t h h e a d w a l l 0 0 8 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETSB27B19 AJL LCSLCS AJL SHEET 4 OF 4 SOUTH HEADWALL REINFORCEMENT 53920 RYAN EVANS BAR BEND DETAILS B609E 6'-10"B610E B609E, B610E, B511E B506, B607 6'-2" TO 6'-7" 6'-3" 1'-6" 2 ' - 0 " B508E 3'-9"B511E 1'-10" B4041'-10"1 1.7 1'-11" B4053'-0"1 1 B528E 1 ' - 0 " 1 ' - 9 " 9" B527E 10" 1 ' - 1 0 " 1 1 B529E 10" 1 ' - 0 " 1'-6" 1 1 1 ' - 1 0 " 1'-6" 6'-4" 6 ' - 4 "1'-7"B541E 1 1 1 1.7 1 ' - 4 " 1'-7"2'-0"1'-4"2'-3"B545E 2 ' - 5 " B550E 1'-4" 1 4.2 B548E 2'-7"3'-6"1 1 1 ' - 4 " 1'-10"2'-1"1'-5"2'-6"B546E 1 3.3 B547E 2'-4"3'-6"BILL OF REINFORCEMENT FOR SOUTH HEADWALL BAR NUMBER LENGTH SHAPE LOCATION B401 2 SETS OF 7 34'-0" TO 35'-7"FOOTING LONGITUDINAL B402 2 SETS OF 7 14'-3" TO 18'-3"FOOTING LONGITUDINAL B403 2 SETS OF 7 38'-9" TO 40'-0"FOOTING LONGITUDINAL B404 14 3'-8"FOOTING TIE B405 14 4'-11"FOOTING TIE B506 134 7'-5"FOOTING TRANSVERSE TOP B607 64 7'-7"FOOTING TRANSVERSE BOTTOM B508E 14 7'-2"FOOTING DOWEL UNDER BOX B609E 1 SET OF 3 7'-2" TO 7'-7"FOOTING DOWEL B.F. B610E 122 7'-10"FOOTING DOWEL B.F. B511E 82 4'-7"FOOTING DOWEL F.F. B520E 14 1'-8"STEM BEARING LEDGE VERTICAL B621E 1 SET OF 19 9'-10" TO 14'-9"STEM VERTICAL B.F. B522E 1 SET OF 34 5'-8" TO 15'-7"STEM VERTICAL F.F. B623E 1 SET OF 20 10'-5" TO 14'-9"STEM VERTICAL B.F. B524E 1 SET OF 40 6'-8" TO 15'-7"STEM VERTICAL F.F. B625E 10 14'-10"STEM VERTICAL B.F. B526E 8 15'-8"STEM VERTICAL F.F. B527E 82 5'-5"STEM TIE B528E 14 4'-0"STEM TIE ABOVE BOX B529E 14 4'-4"STEM TIE ABOVE BOX B530E 30 16'-2"STEM HORIZONTAL B531E 1 SET OF 5 2'-0" TO 14'-10"STEM HORIZONTAL B.F. B532E 1 SET OF 6 1'-8" TO 16'-2"STEM HORIZONTAL F.F. B533E 1 SET OF 5 2'-6" TO 15'-4"STEM HORIZONTAL B.F. B534E 1 SET OF 6 2'-2" TO 16'-2"STEM HORIZONTAL F.F. B535E 34 18'-8"STEM HORIZONTAL B536E 1 SET OF 4 3'-4" TO 15'-9"STEM HORIZONTAL B.F. B537E 1 SET OF 5 2'-10" TO 18'-8"STEM HORIZONTAL F.F. B538E 1 SET OF 4 4'-11" TO 17'-4"STEM HORIZONTAL B.F. B539E 1 SET OF 5 4'-5" TO 18'-8"STEM HORIZONTAL F.F. B541E 8 14'-3"STEM BOX CULVERT CONFINEMENT B542E 6 16'-11"STEM HORIZONTAL TOP B543E 6 19'-2"STEM HORIZONTAL TOP B544E 7 15'-0"STEM HORIZONTAL B545E 17 8'-6"STEM CONSTRUCTION JOINT CORNER TIE B546E 17 9'-2"STEM CONSTRUCTION JOINT CORNER TIE B547E 6 5'-10"STEM CONSTRUCTION JOINT TIE B548E 6 6'-1"STEM CONSTRUCTION JOINT TIE B549E 102 5'-2"STEM CONSTRUCTION JOINT TIE B550E 11 6'-2"STEM END TIE B551E 1 SET OF 14 5'-9" TO 9'-10"STEM VERTICAL B.F. B552E 1 SET OF 20 5'-10" TO 10'-3"STEM VERTICAL B.F. DOWEL BAR ASSEMBLY FULL DIAMETER 1'-0"1½" AN APPROVED GREASE COAT BAR WITH 1'-0" CENTERS VERTICALLY SPEC. 3302 SPACED AT COATED DOWEL BAR PER 1" DIA. X 2'-0" EPOXY SPACED AT 1'-0" CENTERS VERTICALLY ELECTRICAL METALLIC TUBING (E.M.T.) FLATTEN END 2 CORK AND DOWELED JOINT DETAIL L JOINT 3" (TYP.) SYSTEM PER SPEC. 2481 MEMBRANE WATERPROOFING 1 ' - 1 0 " CENTERED IN HEADWALL (SEE DETAIL THIS SHEET) DOWEL BAR ASSEMBLY 1'-0" ½" JOINT FILLER (TYPICAL SECTION THROUGH JOINT) 4 1 3 REINFORCEMENT (TYP.) HEADWALL 5 & REFERENCE LINE FRONT FACE OF HEADWALL 1 1 " NOTES: 1 2 3 4 5 MATERIALS ASSOCIATED WITH THE JOINT DETAILS SHOWN. SUPPLIER THE RESPONSIBILITY OF SUPPLYING THE NECESSARY THE CONTRACTOR SHALL ASSIGN TO THE REINFORCING BAR SEE HEADWALL SHEETS FOR REINFORCING DETAILS. AND PARALLEL TO THE WALL FACE, AND TO EACH OTHER. DOWEL BAR ASSEMBLY MUSH BE PLACED PERPENDICULAR TO JOINT RESISTANT TO CHEMICAL ACTION. EFFECTIVE OVER THE FULL RANGE OF EXPECTED TEMPERATURES AND GREASE SHALL BE AN APPROVED HIGH PRESSURE TYPE THAT IS JOINT FILLER SHALL BE CORK SPEC. 2401.3.E.3. BARS, JOINT FILLER, AND JOINT WATERPROOFING) ARE INCIDENTAL. CONSTRUCTION JOINT (DOWEL BAR ASSEMBLIES, NO. 5 REINFORCING THE MATERIALS AND PLACEMENT OF THE CORK AND DOWEL JOINT/ C B27B20 AJL LCSLCS AJL SHEET 1 OF 2 MISCELLANEOUS BRIDGE DETAILS 53920 RYAN EVANS V A R I E S (TYPICAL SECTION THROUGH JOINT) 2" X 6" KEYWAY CONST. JOINT AND CONSTRUCTION JOINT DETAIL BAR A558E OR B549E, 5'-2" LONG. CONSTRUCTION JOINT REINFORCEMENT SYSTEM PER SPEC. 2481.3B MEMBRANE WATERPROOFING (TYP.) REINFORCEMENT HEADWALL FRONT FACE OF 2 " M A X . R E L I E F a l e c . l o r e n z 5 : 4 7 : 5 8 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ M i s c 0 0 1 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS A A ⅞ " ³⁄��" ³⁄ � � " ³⁄ � � " ³⁄��" ⅝ " ¹⁵ ⁄ � � " ¹⁵ ⁄ � � " 1 " ¼"⅝" ⅞" ³⁄��" 1 "³⁄�� ¾ " LETTERS AND NUMBERS SHALL CONFORM TO THOSE SHOWN. FURNISH 2 STEEL BOLTS ⅜" DIA. x 3" LONG WITH EACH PLATE. DRAFT ON LETTERS AND NUMBERS SHALL NOT BE MORE THAN 3" IN 12". TOP SURFACE OF LETTERS, NUMBERS AND FRAMES SHALL BE BURNISHED. THE DASHED NUMBERS SHOWN ABOVE ARE FOR ILLUSTRATION. DATA TO BE SHOWN ON NAMEPLATE IS AS FOLLOWS: YEAR ⅛" R 5 ⅝" ⅜" DIA. BOLT DRILL AND TAP FOR 4 ⅝ " 6" ⅞" ¾"¾" 2 ¹ ⁵ ⁄ � � " LETTERS AND NUMBERS. BE IN DIRECT PROPORTION TO THOSE SHOWN FOR THE 1" HIGH ALL DIMENSIONS FOR ¾" HIGH LETTERS AND NUMBERS SHALL BRIDGE DETAIL NO. DEPARTMENT OF TRANSPORTATION STATE OF MINNESOTA BRIDGE NAMEPLATE (FOR NEW BRIDGES) NOTES: NUMBERS FOR NAMEPLATE SECTION A-AELEVATION PLAN VIEW B101 SURFACE OF CONCRETE SET NAMEPLATE FLUSH WITH BALANCED LAYOUT IN PROPORTION TO SPACING SHOWN. HORIZONTAL SPACING OF LETTERS AND NUMBERS SHALL PRODUCE A MATERIAL SHALL COMPLY WITH SPEC. 3327. 09-11-2014 REVISION B27B21 AJL LCSLCS AJL SHEET 2 OF 2 MISCELLANEOUS BRIDGE DETAILS 53920 RYAN EVANS 82J34 2025 a l e c . l o r e n z 5 : 4 7 : 5 8 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ M i s c 0 0 2 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS ½" R (TYP.) B B APPROVED: CHK: DR: CHK: DES: LCS LCS AJL TITLE: CERTIFIED BY LIC. NO. DATELICENSED PROFESSIONAL ENGINEER NAME: ANCHOR DETAIL DETAIL "B" L POST 3 ¾ " 1 ¼ " 1 ¼ " L POST 2" 5 " 3 ¾ " 5 " 1 0 " 8" 2"2"2" L POST BASE PLATE ¹⁵⁄��" DIA. HOLE (TYP.) 2 " P R O J E C T I O N BASE PLATE L RAIL & 4 " 1 " GENERAL NOTES SECTION B-B @ TOP OF BASE PLATE ⅜" DIA. WEEP HOLE 3 (6'-0" TALL OPTION SHOWN) BAR (SPEC. 3306) ¾" x ¾" SOLID RAIL SPINDLES ¼ ¾" BASE PLATE 6½" N O M I N A L H E I G H T A 2 " 2 " HSS4 x 4 x ¼ RAIL POST ¼" MIN. (TYP.) HSS4 x 4 x ¼ POST 4'-6" 6'-0" 8'-0" 4'-0" 5'-6" 7'-6" 4'-10" 6'-10" RAILING HEIGHT TABLE NOMINAL HEIGHT 3'-4" OUT-TO-OUT ALONG L ORNAMENTAL METAL RAILING 2-JAM NUTS OR LOCK NUT (TYP.) CAP SCREW WITH WASHER AND ½" DIA. SOCKET A307 BUTTON HEAD TYP. TYP. TO THE EDGE OF SIDEWALK PROFILE. CURVE HORIZONTAL RAILS WHERE APPLICABLE AND PLACE RAILS PARALLEL GROUNDING SYSTEMS. PROVISIONS FOR DETAILS REGARDING BONDING MULTIPLE ELECTRICAL PROVISIONS. REFER TO THE ELECTRICAL PLANS AND ELECTRICAL SPECIAL CONTINUOUSLY GROUND ALL METAL RAILINGS; SEE THE SPECIAL HSS3 X 2 X ³⁄�� RAIL (TYP.)(TYP. HORIZ. RAIL) HSS3 x 2 x ³⁄�� NYLON SHIM 2½" x 1½" x ¼" SHEET NO. OF SHEETS BRIDGE NO.AJL ³⁄�� 10'-0" MAX. RAIL POST SPACING 4 12" MIN. (TYP.) 2'-6" MAX. 2 AA CLEAR ½" CLEAR ½" NYLON SHIM (TYP.) 2½" x 1½" x ¼" 1 " 1 " (TYP.) 1¾" (TYP.) WELD PLATE 1¼"1¼" (TYP.) L ½" x 2" x 3" 2½" x 3" SLOT 1¼" BUTTON HEAD CAP SCREW L ½" DIA. SOCKET A307 BUTTON HEAD CAP SCREW L ½" DIA. SOCKET A307 (TYP.) HSS3 x 2 x ³⁄�� (TYP.) HSS3 x 2 x ³⁄�� TOP, MIDDLE AND BOTTOM RAIL) HSS3 x 2 x ³⁄�� (TYP. 2½" x 3¼" SLOT AT BOTTOM OF A B 4 STEEL CAP 4½" X 4½" 1 3RAILPOST CAP DETAIL 4½" ⅛" ⅛ " ⅜ " 1 " ⅛ TRAFFIC SIDE HOLE VENT 1 SEE RAILPOST CAP DETAIL VENT HOLE. FACILITATE GALVANIZING. MAXIMUM HOLE SIZE IS ½" DIA. THE CAP, ON THE NON-TRAFFIC SIDE OF THE POST AS NECESSARY TO DRILL VENT HOLE IN THE RAIL POST WITHIN 2" OF THE UNDERSIDE OF INSIDE ELEVATION OF RAILING NECESSARY TO FACILITATE GALVANIZING. DRILL ½" DIA. MAX. VENT HOLES ON THE UNDERSIDE OF RAIL TUBES AS TO GALVANIZING. WITH A SURFACE FINISH OF 1000 MICRO-INCH, OR SMOOTHER, PRIOR PROVIDE A PYRAMID TOP STYLE STEEL CAP WELDED TO TOP OF POST L HSS4 x 4 x ¼ POST ¾"x 8"x 10" ? B L RAIL, CURB & BASE PLATE DETAIL "A" (TYP.) DETAIL "C" (TYP.) 3¾" DETAIL "C" SECTION A-A SPINDLE SPACING (TYP.) 3¾" ³⁄�� INSTALL RAIL POSTS AND SPINDLES PLUMB. WITH SPEC. 3394, AFTER FABRICATION. SPEC. 3392. GALVANIZE ALL OTHER STRUCTURAL STEEL IN ACCORDANCE GALVANIZE BOLTS, NUTS, WASHERS AND ANCHORS IN ACCORDANCE WITH (TYP. TOP, MIDDLE AND BOTTOM RAILS) PLATES ON BOTH SIDES OF POST. ⅝" DIA. x 1" SLOTTED HOLE IN L ⅝" DIA. HOLE IN TUBE. WITH SPEC. 3306. CONFORMING TO SPEC. 3361. PROVIDE ALL OTHER STEEL IN ACCORDANCE PROVIDE A500, GRADE B STRUCTURAL STEEL TUBING (HSS) IN THE RAIL 4½" MAXIMUM (TYP.) ½" R UNDER POST VENT HOLE CENTERED 3" x 3" SQUARE (DESIGN T-5 CURB MOUNT) ORNAMENTAL METAL RAILING L ½" x 2" x 3" (TYP.) ³⁄��CANTILEVERS ONLY TYP. EACH RAIL AT DETAIL "A" SPINDLE (TYP.) ½" x 3" END (TYP.) HSS3 X 2 X ³⁄�� TYP. 3 SIDES TYP. ⅛ ³⁄�� FIG. 5-397.165(A) (MOD.) OTHER REQUIREMENTS NOT INCLUDED ON THIS SHEET. REFER TO SPEC. 2475 AND THE SPECIAL PROVISIONS FOR COATING AND (BOLT NOT SHOWN FOR CLARITY) SEE DETAIL "B" PROVISIONS FOR ADDITIONAL REQUIREMENTS. TO THE APPROVED/QUALIFIED PRODUCTS LIST AND THE SPECIAL RECOMMENDED BY THE MANUFACTURER. PROOF LOAD TO 8.8 KIPS. REFER SURFACE AND TORQUE TO 60 FT-LBS UNLESS A HIGHER TORQUE IS EMBEDMENT. ENSURE HEX NUT IS IN CONTACT WITH THE ADJACENT THROUGH REINFORCEMENT (IF ENCOUNTERED) TO ACHIEVE MINIMUM THAN 8" REGARDLESS OF CHARACTERISTIC BOND STRENGTH. DRILL UNCRACKED CONCRETE OF 1.5 KSI. EMBED THE ANCHORAGE NO LESS ADHESIVE WITH A MINIMUM CHARACTERISTIC BOND STRENGTH IN SPEC. 3385, TYPE A OR B WITH HEX NUT AND WASHER. PROVIDE AN ADHESIVE ANCHORAGE WITH ⅝" DIA. ANCHOR ROD IN ACCORDANCE WITH REVISION: DECEMBER 21, 2022 INTEGRAL OR SEMI-INTEGRAL ABUTMENTUNDER THE LAWS OF THE STATE OF MINNESOTA I AM A DULY LICENSED PROFESSIONAL ENGINEER BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED SEE CONCRETE CURB PLAN SHEET FOR CONTROL JOINT SPACING. REVISION DESCRIPTION BYDATEREV. NO. __ C P C P C C C C C C C C B22 B27 SPECIFIC LAYOUT. - UPDATED FOR PROJECT MODIFICATIONS: 82J34 a l e c . l o r e n z 5 : 4 7 : 5 9 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ d e t 0 0 4 . d g n a l e c . l o r e n z 5 : 4 8 : 0 0 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ d e t 0 0 1 . d g n " 2 1 M Ts Ts T b T t As3 CUT BARS AS NECESSARY TO FIT TONGUE AT CORNERS As1As4 4'-0" MINIMUM 3"3" 4"4" TO FIT TONGUE AT CORNERS NO. 3 BAR, CUT AS NECESSARY T t T b T I E H O L E 1 As1 SEE FORMING DETAIL PLAN BOTTOM OF FORM STEEL FORM OR EQUAL SECTION (TYP.) 1" CLEAR " 2 1 " 2 1 3 ( T Y P . ) " T " As2, As3, As4 BEVEL OPTIONAL SMALL RADIUS OR REINFORCEMENT LONGITUDINAL 4" 3 BOTTOM OF FORM SEE BARREL INFORMATION TABLE FOR TRANSVERSE REINFORCEMENT BAR REINFORCEMENT OPTION SHOWN NO. 3 BAR BAR REINFORCEMENT OPTION SHOWN LONGITUDINAL BARREL SECTION TRANSVERSE BARREL SECTION TONGUE AND GROOVE JOINT DETAIL FORMING DETAIL FIG. 5-395.101(A) (MOD.) As1, As7, As8 As8 6 As7 6 As2As6 2 3As6 3As6 3 As6 3 As6 3 As6 3 DISTRIBUTION SLAB 4REQUIRE A DISTRIBUTION SLAB FILL HEIGHTS OF LESS THAN 2'-0" DISTRIBUTION SLAB SECTION DISTRIBUTION SLAB 4 REQUIRE A DISTRIBUTION SLAB FILL HEIGHTS OF LESS THAN 2'-0" 6 " 6 " DISTRIBUTION SLAB - LONGITUDINAL SECTION NO. 3 HAUNCH BARS @ 1'-0" MAX SPACING REINFORCEMENT TRANSVERSE AT START OF TOP SLAB RADIUS DISTRIBUTION SLAB MAY END 6 " M I N . F O R P R E C A S T C A S T - I N - P L A C E 3 " M I N . F O R 6 " M I N . F O R P R E C A S T C A S T - I N - P L A C E 3 " M I N . F O R OVER BARREL SEGMENTS. JOINTS IN SLAB MUST BE CENTERED @ 1'-0" SPACING (TYP.) NO. 3 HAUNCH BARS LONGITUDINAL REINFORCEMENT 48 INCHES. WHEN SPACED AT A MAXIMUM OF UTILIZED IN LIEU OF NYLON BOOTS WIRE. PLASTIC SPACERS MAY BE NYLON BOOTS ON EVERY FOURTH 48 INCHES. WHEN SPACED AT A MAXIMUM OF UTILIZED IN LIEU OF NYLON BOOTS WIRE. PLASTIC SPACERS MAY BE NYLON BOOTS ON EVERY FOURTH GROOVE SHOWN TONGUE AND SHOWN FOR CLARITY REINFORCEMENT NOT 2" MAX.2" MAX. ACHIEVE COVER REQUIREMENTS REINFORCEMENT AS NECESSARY TO CUT OR BEND INSIDE SPAN R I S E 38" FOR 11" WALL THICKNESS 38" FOR 10" WALL AND 12" SLAB 36" FOR 10" WALL AND 11" SLAB 34" FOR 10" WALL AND 10" SLAB 34" FOR 9" WALL THICKNESS 31" FOR 8" WALL THICKNESS HAUNCH BAR LENGTH: R I S E ( R I S E / 2 ) - 6 " @ 1'-0" SPACING (EPOXY COATED) NO. 5 BARS @ 1'-0" SPACING (EPOXY COATED) NO. 5 BARS @ 1'-0" SPACING NO. 5 BARS (EPOXY COATED) @ 1'-0" SPACING NO. 5 BARS (EPOXY COATED) LAYER OF WELDED WIRE REINFORCEMENT LAYER OF WELDED WIRE REINFORCEMENT REINFORCEMENT LAYER DETAIL PLACE THE WIRES OF THE WELDED WIRE REINFORCEMENT AS SHOWN USED TO OBTAIN THE REQUIRED REINFORCEMENT AREAS, WHEN MORE THAN ONE LAYER OF WELDED WIRE REINFORCEMENT IS CHAMFER (4" MIN., 7" MAX.)(TYP.) RADIUS (7" MIN., 1'-0" MAX.) OR CONSTRUCTION NOTES 3 2 1 4 OUTSIDE FACE INSIDE FACE 5 5 * ** *** GREATER ARE DESIGNED FOR HL-93 LIVE LOADS INCLUDING THE DESIGN LANE LOAD. LRFD 3.6.2.1) NOT INCLUDING THE DESIGN LANE LOAD. BOXES WITH SPANS OF 16 FT. OR BOX CULVERTS WITH SPANS FROM 6 TO 14 FT. ARE DESIGNED FOR HL-93 LIVE LOADS (AASHTO REQUIRED, REFER TO STANDARD PLATE 3145. IF REQUIRED, INDICATE "YES" IN THIS BOX. FOR PEDESTRIAN CULVERT APPLICATIONS HIDE-AWAY OR RECESSED TIE CONNECTIONS ARE *** *** DIMENSIONS As1 SIZELOCATION (IN.) Tt (IN.) Tb (IN.) Ts (IN.²/FT.) AREA (FT.) LENGTH (FT.) M As2 (IN.²/FT.) AREA (FT.) LENGTH As3 (IN.²/FT.) AREA (FT.) LENGTH As4 (IN.²/FT.) AREA (FT.) LENGTH (IN.²/FT.) AREA (FT.) LENGTH(P.S.I.) f'c (LBS./FT.) WEIGHT (FT.) RANGE HEIGHT FILL CLASS (IN.²/FT.) AREA (FT.) LENGTH As7 As8 REQUIRED SLAB DISTRIBUTION BARREL INFORMATION TABLE REQUIRED TIE RODS RECESSED NO NO (FT.) SPAN (FT.) RISE WELDED WIRE REINFORCEMENT ACCORDANCE WITH SPEC. 3149.2B SELECT GRANULAR MATERIAL IN ACCORDANCE WITH SPEC. 3149.2B SELECT GRANULAR MATERIAL IN MINIMUM OF 0.06 SQ. IN./FT. PLACE LONGITUDINAL REINFORCEMENT IN ALL SLABS AND WALLS WITH A USE 12" VERTICAL, 12" HORIZONTAL HAUNCHES ON ALL BOX SIZES. USE 1" DIAMETER CULVERT TIES. REFER TO STANDARD PLATE NO. 3145 FOR DETAILS. LONGITUDINAL REINFORCEMENT IS PERPENDICULAR TO THE CULVERT SPAN. TRANSVERSE REINFORCEMENT IS PARALLEL TO THE CULVERT SPAN. EQUIPMENT SUCH AS PLATE COMPACTORS OR WALK BEHIND ROLLERS. COMPACT THE FIRST 1.5' (LOOSE) OF FILL ABOVE THE BOX WITH LIGHT COMPACTION SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER (SEE SPECIAL PROVISIONS) SHOP DRAWING APPROVAL IN ACCORDANCE WITH SPEC. 3238.2A IS REQUIRED. USE CONCRETE MIX NO. 3W82 WITH NO CALCIUM CHLORIDE ALLOWED. OF THE CUT MEMBER TO REPLACE OR EXCEED THE CUT REINFORCEMENT. WHEN REINFORCEMENT IS CUT, PLACE ADDITIONAL REINFORCEMENT ON BOTH SIDES WIRE REINFORCEMENT IS ACCEPTABLE. REINFORCEMENT, EXCEPT THAT THE ORIGINAL WELDING REQUIRED TO MANUFACTURE WELDING IS NOT PERMITTED ON REINFORCEMENT BARS OR WELDED WIRE THE MIN. LAP LENGTH FOR THE As7 AND As8 IS 15". SPLICES OCCURRING IN THE CENTER OF THE TOP AND BOTTOM OF THE BOX SECTION, WHEN USING As1, As7, AND As8 REINFORCEMENT AS ONE CONTINUOUS CAGE WITH THAN 4". SPACE CENTER TO CENTER OF LONGITUDINAL WIRES NOT MORE THAN 8". SPACE CENTER TO CENTER OF TRANSVERSE WIRES NOT LESS THAN 2" NOR MORE REINFORCEMENT SIZE IS W23 PER LAYER (MAXIMUM OF 2 LAYERS). MAXIMUM SIZE OF REINFORCEMENT BARS IS NO. 6. THE MAXIMUM WELDED WIRE CRACKING BY DISTRIBUTION OF REINFORCEMENT". CALCULATIONS VERIFYING COMPLIANCE WITH AASHTO 5.7.3.4. "CONTROL OF REINFORCEMENT, INCREASE THE AREA OF REINFORCEMENT BY 8%, AND SUBMIT DESIGN SPECIFICATIONS". IF BAR REINFORCEMENT IS SUBSTITUTED FOR WELDED WIRE DEVELOP REINFORCEMENT IN ACCORDANCE WITH AASHTO "LRFD BRIDGE DESIGN (c) 1 LAYER OF REINFORCEMENT BARS. BARS OR (b) 1 LAYER OF WELDED WIRE REINFORCEMENT AND 1 LAYER OF REINFORCEMENT (a) 1 OR 2 LAYERS OF WELDED WIRE REINFORCEMENT OR ANY OF THE FOLLOWING COMBINATIONS OF STEEL REINFORCEMENT MAY BE USED: CONCRETE COVER FOR REINFORCEMENT IN TONGUE AND GROOVE DETAIL. SHEAR REINFORCEMENT, EXCEPT FOR TONGUE AND GROOVE DETAIL. PROVIDE 1" MIN. " MIN. AND 2" MAX. CONCRETE COVER ON ALL REINFORCEMENT, INCLUDING2 1PROVIDE 1 BARS IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO M259. PROVIDE WELDED WIRE REINFORCEMENT, SHEAR REINFORCEMENT AND REINFORCEMENT REQUIREMENTS FOR FILL BETWEEN ADJACENT BOXES. BARRELS OF ADJACENT BOXES AND TO STANDARD FIGURE 5-395.115 FOR MATERIAL REFER TO THE GENERAL PLAN AND ELEVATION SHEET FOR THE DISTANCE BETWEEN CONSTRUCT CULVERTS IN ACCORDANCE WITH SPEC. 2412 EXCEPT AS NOTED. As7 AND As8 REINFORCEMENT MAY BE PLACED INSIDE OR OUTSIDE OF As1. REFER TO SPEC. 2412 FOR SEALANT REQUIREMENTS. MAXIMUM SPACING ALONG THE PRECAST BOTTOM, TOP AND SIDES. TONGUE AND GROOVE JOINT. PLACE A STRAIGHT #5 EPOXY COASTED BAT AT 1'-0" FORM PRECAST ENDS TO BE LOCATED AT HEADWALL CONNECTIONS WITHOUT A SLAB. IF A DISTRIBUTION SLAB IS NOT REQUIRED, INDICATE "NO" IN THIS BOX. ALL CLASS 1 CULVERTS WITH FILL HEIGHTS OF LESS THAN 2'-0" REQUIRE A DISTRIBUTION TITLE: SHEET NO. OF SHEETS APPROVED: CHK: DR: CHK: DES:LCS LCS CERTIFIED BY: LIC. NO.: DATELICENSED PROFESSIONAL ENGINEER BRIDGE NO. NAME: REVISION DESCRIPTION BYDATEREV. NO. __ UNDER THE LAWS OF THE STATE OF MINNESOTA I AM A DULY LICENSED PROFESSIONAL ENGINEER BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BARREL DETAILS PRECAST CONCRETE 6 12x12 1 5000 <3 12 12 9 10 8 5875 0.60 20'-0"3'-6"1.05 12'-6"1.04 12-6"0.31 12'-6"0.24 8'-11"0.24 8'-11" B23 B27 2'-8"REINF. (TYP.) PRECAST #5E BAR4 PRECAST SECTION POURED AROUND HEADWALL CONC. * ADDED DETAIL FACE INSIDE END SEGMENT DETAIL T b , T t , T s 8" 2" CLR. * NOTE 4 * MODIFIED STA. 611+30.60 82J34 AJL AJL CENTERED IN SLAB/WALL NOTES: SEE ROADWAY LIGHTING PLANS FOR LUMINAIRE AND INTERIOR MOUNTED ELECTRIAL SYSTEMS INFORMATION AND PAYMENT. SEE ROADWAY LIGHTING PLANS FOR LOCATION OF HANDHOLE. MEMBRANE WATERPROOFING SYSTEM. 1 2 3 4 SECTION A-A ITEM "CONDUIT SYSTEM". UNLESS OTHERWISE NOTED. ALL ITEMS INDENTIFIED IN THIS PLAN SHALL BE INCLUDED IN BID ALL REQUIREMENTS OF SPECIAL PROVISION DIVISION SL. THE ENGINEER BASED ON THE APPROVED LIGHTING SYSTEM MEETING PLAN. FINAL LUMINAIRE LOCATIONS WILL BE DETERMINED BY PRIOR TO INSTALLING THE CONDUIT SYSTEM SHOWN IN THIS CONTRACTOR SHALL SUBMIT THE LUMINAIRES FOR APPROVAL WATERPROOFING (INCIDENTAL). INSERT CONDUIT SYSTEM. FILL HOLE WITH NON-SHRINK GROUT PRIOR TO CONTRACTOR SHALL CORE DRILL THE PRECAST BOX CULVERT (2" MAX. DIAMETER) TO LUMINAIRE PLAN (INSIDE BOX CULVERT) BRIDGE NO. 82J34 CONDUIT SURFACE MOUNTED (TYP.) LUMINAIRE 1 HANDHOLE 3 1 A A L BOX CULVERT 6'-0" & WORKING LINE L TRAILA C 1 "M I N . HANDHOLE CORE DRILL 4 3 2 1 (LIGHTING) 1½" PVC COATED RSC LUMINAIRE GRADE PROPOSED FINAL (TYP.) CHAMFER TRAIL 12'-0" L TRAILA 612+00611+50 1 4 +5 0 TRAIL 8'-6"±8'-6"±3 SPS. @ 20'-0"± = 60'-0" 4 LUMINAIRES B27B24 AJL LCSLCS AJL CONDUIT SYSTEM DETAILS 53920 RYAN EVANS FRONT FACE HEADWALL FRONT FACE HEADWALL WALL & TRAIL CONTINUES L CR 52C L TRAILA a l e c . l o r e n z 5 : 4 8 : 0 2 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ d e t 0 0 2 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS TITLE: SHEET NO. OF SHEETS APPROVED: BRIDGE NO. FIG. 5-397.900 AS-BUILT BRIDGE DATA LOW SLUMP OTHER TYPE OR MANUFACTURER JOINT MANUFACTURER MANUFACTURER'S IDENTIFICATION GLAND MANUFACTURER SIZE OF GLAND MANUFACTURER'S IDENTIFICATION EXPANSION JOINTS MFR'S No. AND/OR LETTER DESIGNATION FOR JOINT USED MFR'S No. AND/OR LETTER DESIGNATION FOR GLAND USED NAME AND ADDRESS (CITY, STATE) NAME AND ADDRESS (CITY, STATE) PLAN QUALITY PAINT SYSTEM MANUFACTURER PRIME COAT INTERMEDIATE COAT FINISH COAT NAME AND ADDRESS (CITY, STATE) COLOR OTHER ITEMS UTILITIES ADDED DURING CONSTRUCTION AND SPECIALTY ITEMS. 1 1 FINAL QUANTITIES ENTERED ON SCHEDULE OF QUANTITIES:YES NO SUMMARY OF SIGNIFICANT AS-BUILT CHANGES CHECKED BY: DATE DATE THE AS-BUILT INFORMATION WAS ADDED TO THE PLAN BY: (AS NEEDED) AS-BUILT DETAILS RATE 1 (AGREE), 2 (NEUTRAL), OR 3 (DISAGREE, PLEASE COMMENT BELOW) COMMENTS: COST:SUPPLEMENTAL AGREEMENTS: NUMBER OF BRIDGE $ SPACE PROVIDED AT RIGHT. LIST SIGNIFICANT ERRORS OR OMISSIONS IN PLAN DETAILS OR PAY QUANTITIES IN THE (SB) SPECIAL PROVISIONS ADEQUATELY DESCRIBED SPECIAL WORK AND PAYMENT. SCALE OF DRAWINGS AND OVERALL LEGIBILITY OF LINES AND TEXT WAS GOOD. BAR LISTS AND QUANTITIES WERE TYPICALLY COMPLETE AND FREE OF ERRORS. DIMENSIONING AND DETAILING ADEQUATELY DESCRIBED REQUIRED CONSTRUCTION. NAME AND ADDRESS (CITY, STATE) MANUFACTURER PRODUCT NAME:LOCATION: ANTI-GRAFFITI COATING ELASTOMERIC BEARING PADS SPECIAL SURFACE FINISH PAD MANUFACTURER 2478 OR 2479 OR OTHER INSPECTOR(S) SIGNATURE PROJECT ENGINEER/SUPERVISOR SIGNATURE MnDOT SPECIFICATION NUMBER MnDOT MATERIAL SPECIFICATION NUMBER MnDOT MATERIAL SPECIFICATION NUMBER MnDOT MATERIAL SPECIFICATION NUMBER PRODUCT NAME:COLOR & TEXTURE: COLOR & TEXTURE: FINISHING ROADWAY FACES OF BARRIER OR PARAPET PRODUCT NAME: REVISION: CHANGE OF VERTICAL CLEARANCE THIS FORM IS AVAILABLE IN AN ELECTRONIC FORMAT AT: TYPE A:TYPE B:TYPE C:TYPE D:TYPE E:TYPE F:REPAIR (SF) CONCRETE SURFACEREMOVE & PATCH QUANTITIES (SF) REINF. (SF) CLEAN & PAINT WEARING COURSE - WHEN REHABILITATING A STRUCTURE - (SEND WHEN THE REHABILITATION IS COMPLETE) - WHEN REMOVING A STRUCTURE - (SEND WHEN THE BRIDGE IS NO LONGER IN SERVICE) - WHEN ADDING A NEW STRUCTURE - (SEND WHEN THE BRIDGE IS OPEN TO TRAFFIC) (CONTACT THE BRIDGE INVENTORY MANAGEMENT UNIT AT 651-366-4557 IF YOU HAVE QUESTIONS) OR REHABILITATING A STRUCTURE: PLEASE GO TO THE FOLLOWING WEBSITE AND COMPLETE THE FORM WHEN ADDING, REMOVING (CONTACT THE BRIDGE INVENTORY MANAGEMENT UNIT AT 651-366-4557 IF YOU HAVE QUESTIONS) EXISTING BRIDGE STRUCTURE: PLEASE GO TO THE FOLLOWING WEBSITE WHEN CHANGING THE VERTICAL CLEARANCE OF NOTIFICATION TO ADD, REMOVE, OR REHAB A STRUCTURE TO THE BRIDGE OFFICE VIA EMAIL AT: BridgeForms.dot@state.mn.us. WHEN BRIDGE IS OPEN TO TRAFFIC, COMPLETE THIS AS-BUILT BRIDGE DATA SHEET AND SUBMIT B25 B27 82J34 a l e c . l o r e n z 5 : 4 8 : 0 2 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ d e t 0 0 3 . d g n B27B26 AJL LCSLCS AJL SHEET 1 OF 2 BORING LOGS 53920 RYAN EVANS a l e c . l o r e n z 5 : 4 8 : 0 3 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ S u r 0 0 1 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS B27B27 AJL LCSLCS AJL SHEET 2 OF 2 BORING LOGS 53920 RYAN EVANS a l e c . l o r e n z 5 : 4 8 : 0 4 P M 1 / 2 0 / 2 0 2 5 p d f - B a n d W . p l t c f g B M I _ . t b l R BRIDGE NO. APPROVEDDATECHK.TITLE: H : \ S C N D \ N 1 3 1 1 7 5 5 4 \ C A D \ O R D \ S C N D - N 1 3 1 1 7 5 5 4 \ B r i d g e \ F i n a l \ b r X X X X X _ S u r 0 0 2 . d g n 7533 SUNWOOD DRIVE N.W. RAMSEY, MINNESOTA 55303 Phone: (763) 433-2851 Email: Ramsey@bolton-menk.com www.bolton-menk.com PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DATE NO BY REVISIONS DESIGNED DRAWN CHECKCHECKED LIC. NO. SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34 SHEET NO. OF SHEETS 100 960.89 CO FND 148 866.24 SLAB COR 149 866.10 SLAB COR 3 6 + 0 0 3 7 + 0 0 3 8 + 0 0 3 9 + 0 0 4 0 + 0 0 41 + 0 0 42 + 0 0 43 + 0 0 44 + 0 0 45+ 0 0 46 + 0 0 47 + 0 0 4 8 + 0 0 48+86.52 - 0 + 5 0 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 19+99.98 BP: - 0 + 5 0 . 0 0 PI: 0 + 0 0 . 0 0 PC: 4 + 8 0 . 1 8 PT: 1 1 + 2 5 . 1 5 PI: 1 9 + 4 9 . 9 8 EP: 1 9 + 9 9 . 9 8 X PC: 32 + 6 2 . 8 1 PT: 36+30.77 PC: 39+95.34 PT: 40+ 4 4 . 3 2 PC: 41+ 9 4 . 9 1 PT: 42+29.29PC: 42+45.15 PT: 45+33.99 PC: 46+15.79 PT: 4 8 + 5 6 . 4 7 EP: 4 8 + 8 6 . 5 2 0+ 0 0 10 + 0 0 20 + 0 0 30 + 0 0 4 0 + 0 0 50+00 60+00 7 0 + 0 0 80+00 90 + 0 0 100 + 0 0 110+00 120+00 13 0 + 0 0 13 9 + 3 6 Title: File #: CC2: Sheet: Survey: Drawn: Checked: Horz. datum: Designed: Drawn: Checked: Revisions ByDate Section:Township:Range:Vert. datum: Site #: © Copyright . State of Minnesota, Department of Natural Resources 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. GATEWAY STATE TRAIL OAK HILL ROAD TO WOB SP 1 8T380 TRA00705.00.12.07 R290254.005 6/25TR 6/25TR YS6/25 NAD83NAD83 ####### ####### ####### SITE MAP 2025 SCANDIA ######## WASHINGTON COUNTY PARKS AND TRAIL PLOT DATE: 6/26/2025 1:07 PM \\2K12FS2\Projects\MRG\Facilities\Active Projects\Gateway-TRA00705-R290254\8T380 Oak Hill Rd to WOB SP Office, New\5_Drawings\503_Civil\8T380 BASE.dwg WM O'BRIEN STATE PARK CONTACT STATION OAKHILL ROAD WM O'BRIEN STATE PARK BOUNDARY