_06222026-394

Please note, these are draft minutes and may be amended until approved by the Common Council. CITY OF CHIPPEWA FALLS BOARD OF PUBLIC WORKS MEETING MINUTES MONDAY, JUNE 22, 2026 – 5:30 PM The Board of Public Works met in City Hall on June 22, 2026 at 5:30 pm. Attending were Mayor Jason Hiess, Vice-President Tom Hubbard, Director of Public Works Brandon Cesafsky, Alderman Tim Normand, and Mike Tzanakis. Also attending was Paul Holzinger of CDPG. 1. Motion by Hubbard, seconded by Normand to approve the minutes of the June 8, 2026 Board of Public Works meeting. All present voting aye. MOTION CARRIED. 2. Cesafsky provided the background on the appointment of a professional engineer with background in groundwater to the Groundwater Technical Review Committee which handles requests to place certain business uses within the City’s wellhead protection area. City Planner Hentschel has coordinated with SEH who recommended Veronica Aranda for the appointment. Cesafsky explained that the appointment needs to be made by the Board of Public Works and that the contract for SEH’s services will be coming to committee in the future. Mayor Hiess asked about a representative from the county and Cesafsky explained that City Planner Hentschel is also working with the County on that appointment. Motion by Cesafsky, seconded by Hubbard to appoint Veronica Aranda to the Groundwater Technical Review Committee. All present voting aye. MOTION CARRIED. 3. Cesafsky provided the background on the development agreement for Summit Ridge Phase 1 development with CDPG. Cesafsky stated that the agreement has been modified from prior agreements which includes changes to the as built requirements, televising requirements, pond maintenance, and building permits. Mayor Hiess had some corrections to the document which Cesafsky said he would change. Mayor Hiess also asked if this had gone before the City Attorney to which Cesafsky replied that it had. Motion by Hiess, seconded by Hubbard to recommend Common Council approve the development agreement with CDPG for phase 1 of the Summit Ridge Development. All present voting aye. MOTION CARRIED. 4. Cesafsky provided the background on STH 178 and maintenance responsibilities stating that the City turned over maintenance responsibility to the State in 2007 with the Jurisdictional Transfer agreement. Cesafsky stated that since that time the Old Abe State Trail has been plowed by the City but there is not any documentation outlining who has maintenance of the trail. Cesafsky stated that through another request, he learned about the DT1504 application which can be used to document City infrastructure within the State right-of-way which he felt was a good way to get the maintenance on this trail ironed out. Cesafsky stated that the goal is to inventory all City bike trails and that this application is a good step in cleaning up some of the confusion around State/City Board of Public Works Meeting Minutes June 22, 2026 Page 2 Please note, these are draft minutes and may be amended until approved by the Common Council. maintenance on the trail. Cesafsky stated that the fence along the trail will be the City’s responsibility as well and that we will work to get that fixed once this is complete. Motion by Tzanakis, seconded by Hubbard to recommend Common Council authorize Cesafsky to execute the application with the State which will clear up the maintenance responsibility of the Old Abe State Trail within the City Limits. All present voting aye. MOTION CARRIED. 5. Adjournment Motion by Hubbard, seconded by Normand to adjourn. All present voting aye. MOTION CARRIED. The Board of Public Works meeting adjourned at 6:19 pm. Brandon Cesafsky Secretary, Board of Public Works Please note, these are draft minutes and may be amended until approved by the Common Council. CITY OF CHIPPEWA FALLS BOARD OF PUBLIC WORKS MEETING MINUTES MONDAY, JUNE 8, 2026 – 5:30 PM The Board of Public Works met in City Hall on June 8, 2026 at 5:30 pm. Attending were Mayor Jason Hiess, Director of Public Works Brandon Cesafsky, Alderman Tim Normand, Mike Tzanakis. Absent was Vice-President Tom Hubbard. Also attending was Mark Bassett with Happy Tails Dog Park. 1. Motion by Normand, seconded by Tzanakis to approve the minutes of the May 11, 2026 Board of Public Works meeting. All present voting aye. MOTION CARRIED. 2. Cesafsky provided the background on the Happy Tails Dog Park agreement stating it is very similar to the prior agreement with some minor changes to the mowing and pool use sections. Mark Bassett confirmed that this is a 5-year agreement with an autorenewal after 5 years. Mayor Hiess stated he would like the City attorney to review the agreement. Motion by Cesafsky, seconded by Normand to recommend Common Council approve and execute the agreement with Happy Tails Dog Park for a 5-year term with auto renew after 5 years after it has been reviewed and approved by the City Attorney. All present voting aye. MOTION CARRIED. 3. Cesafsky provided the background on the 2025 Compliance Maintenance Annual Report (CMAR) stating that he filled out the report and that the governing body must review and approve the report with a resolution. After the resolution is approved the report will be finalized and submitted to the DNR. Motion by Tzanakis, seconded by Normand to recommend Common Council approve the 2025 CMAR report and resolution. All present voting aye. MOTION CARRIED. 4. Adjournment Motion by Normand, seconded by Tzanakis to adjourn. All present voting aye. MOTION CARRIED. The Board of Public Works meeting adjourned at 5:46 pm. Brandon Cesafsky Secretary, Board of Public Works Veronica Aranda, Professional Geologist – Environmental Scientist – page 1 VERONICA ARANDA, PROFESSIONAL GEOLOGIST ENVIRONMENTAL SCIENTIST Veronica Aranda is an Environmental Scientist for SEH’s Environmental Practice Center with experience in solid waste, gas compliance, groundwater monitoring, remedial excavation, and environmental site assessments in a variety of contamination types including petroleum sites, hazardous waste sites, solid waste sites and mine sites. She also monitors groundwater for contamination during active life and post-closure life at various landfills and other sites. Responsibilities in landfill monitoring include sampling and analyzing data from groundwater, private wells, process water and leachate to determine environmental conditions. She is involved with subcontractor oversight in subsurface investigations including contaminated soil excavation, drilling, and the installation of monitoring wells. Veronica’s experience includes using a GEM5000 landfill gas analyzer, TVA PID/ ID volatile organic vapor, pH meter, specific conductivity meter, groundwater bladder pumps, peristaltic pumps, Waterra groundwater pumps and ES-60 groundwater pumps. Veronica is involved in the development and implementation of soil and groundwater sampling and analysis programs. Veronica meets the education requirements for a registered Professional Geologist (PG) in the state of Wisconsin define in Chs. NR 500 and 700 series of the Wisconsin Administrative Code. EXPERIENCE OF EXPERIENCE EDUCATION Bachelor of Science Geology University of Wisconsin-Eau Claire (2018) CONTINUING EDUCATION Municipal Engineering Program, UW- Madison Extension (2021) REGISTRATIONS/CERTIFICATIONS Professional Geologist in WI (#2019-13) (2025-present) Tank System Site Assessor (2022- present), Wisconsin Department of Agriculture, Trade and Consumer Protection Asbestos Certified Inspector (#AII- 288685) (2022-present) OSHA 40-Hour HAZWOPER (2021- present) Mine Safety Health Administration (MSHA) – Metal/Nonmetal Mine (2018- present) • 2025-2026 NR 700 Site Investigation (Former Chetek Water Tower) – Chetek, WI • 2024 NR 700 Site Investigation (Price County Highway Department) – Price County, WI • 2023-2025 NR 700 Site Investigation (City of Rice Lake Waste Oil Tank Abovegr ound Storage Tank) – Rice Lake, WI • 2022-Present NR 700 Site Investigation (Midwest Manufacturing Menards) – Eau Claire, WI • 2022-2024 NR 700 Site Investigation (Grassland Dairy Products, Inc) – Greenfield, WI • 2024 NR 500 Conditional Closure Plan Approval Modification (City of Rice Lake East Landfill) – Rice Lake, WI • 2023 NR 500 Conditional Closure Plan Approval Modification (City of Ladysmith Landfill) – Ladysmith, WI • Phase II Site Investigation (Former Oil Bulk Plant) – Winter, Wisconsin • Phas e II ESA 15785 US63 (Sawyer County) – Sawyer County, WI • 2025 Perrenoud Environmental Monitoring and Reporting (WDNR) – Chippewa Falls, WI • Phase I ESA 15785 US63 (Sawyer County) – Sawyer County, WI • Phase I ESA 421 S Green Ave – New Richmond, WI • 2025 Annual Groundwater Sampling and Biennial Soil Sampling (Stresau Laboratory Inc) – Spooner, WI • Phase 1 ESA Thrivent Ballard Campus Farmland (Thrivent Financial For Lutherans) – Appleton, WI • Site Investigation Phase II (Stresau Laboratory Inc) – Spooner, WI • Phase I ESA Former Beebe Building Property (New Richmond Partners Downtown, LLC) – New Richmond, WI • Sampling technician for landfill gas system O&M and groundwater, private well, and /or gas monitoring and compliance reporting at approximately thirty (30) l andfills across Wisconsin 1 PUBLIC INFRASTRUCTURE DEVELOPMENT AGREEMENT THIS PUBLIC INFRASTRUCTURE DEVELOPMENT AGREEMENT ("Agreement") is made this ____ day of ________, 2026, between the City of Chippewa Falls, a Wisconsin municipal corporation ("City"), and CDPG Developers , LLC, a Wisconsin limited liability company ("Developer"). City and Developer may be referred to individually as a “Party” or collectively as the “Parties”. WITNESSETH THAT, the Parties hereto recite and agree as follow s: ARTICLE 1 – GENERAL CONDITIONS Section 1.1 Background. Developer wishes to enter into an agreement with the City where Developer w ill apply to have the Property, as hereinafter defined, subdivided and will thereafter cause the construction and installation of certain Public Improvements as outlined in this Agreement. (the “Development”). Section 1.2 The Property. The Property which shall be improved is l Located in the Southwest quarter of the Northwest quarter of Section 9, Township 28 North, Range 8 West, City of Chippewa Falls, Chippewa County, Wisconsin and also is located in the Northwest quarter of the Northwest quarter and the Southwest quarter of the Northwest quarter of Section 9, Township 28 North, Range 8 West, City of Chippewa Falls, Chippewa County, Wisconsin, and also is located in the Northwest quarter of the Northwest quarter of Section 9, Township 28 North, Range 8 West, City of Chippewa Falls, Chippewa County, Wisconsin. City of Chippewa Falls, Chippewa County, WI, on Chippewa County Parcel Nos. 22808-0923-0020000, 22808 -0921-71387001, 22808 -0924-05250000, and 22808-0922-0002000, as more particularly described on the Summit Ridge Plat attached hereto as Exhibit “A” (collectively the "Property"). The Project Plans for the development are attached hereto as Exhibit “B”. Section 1.3 Public Improvements. Developer request s, at its expense, to be allowed to prepare plans and specifications and to award contracts to construct the utilities, streets, water, sewer, and any other improvements necessary to serve the Development (the "Public Improvements"). A description of the Public Improvements is attached as Exhibit "C ." City is willing to allow Developer to construct and install the Public Improvements only if the conditions set forth in th is Agreement are satisfied. Section 1.4 Public Improvements, Plans, and Specifications, and Compliance . City agrees authorizes its City Engineer to review and approve the plans and specifications prepared by Developer for the Public Improvements (the "Pl ans and Specifications"). All street, utility, sanitary, storm, and water infrastructure will conform to City's Standard Construction Specifications and comply with all applicable laws, ordinances, and regulations. Approval of the Plans and Specifications for the Public Improvements is a condition of this Agreement. Section 1.5 Public Improvements, Warranty. Developer agrees the Public Improvements will be constructed in a workmanlike manner and free from any defect due to faulty materials or workmanship ; all materials and labor for the Public Improvements will be in strict conformity to the Plans and Specifications and any other requirements reasonably set forth by City. All 2 work done pursuant to this Agreement is subject to the inspection and approval o f the City Engineer, who will have the authority to suspend or stop work on the Public Improvements if any condition of this Agreement is breached or any law or administrative rule is violated, and such breach or violation is not cured or remedied to the satisfaction of the City Engineer after the City Engineer provides written notice of same to Developer. If any material or labor that is supplied for the Public Improvements is rejected by the City Engineer as defective or unsuitable, then the rejected ma terials must be removed and replaced with approved material, and the rejected labor will be redone to the reasonable satisfaction and approval of the City Engineer at the sole cost and expense of Developer. This warranty will extend for one year beyond the final acceptance of the Public Improvements by City. City agrees that acceptance of the Public Improvements will not be unreasonably delayed or withheld. ARTICLE 2 – DEVELOPER’S REPRESENTATIONS Developer represents to City that as of the date of this Agreement, the statements set forth in this section are true. Section 2.1 No Disability. Developer knows of no legal disability that would prevent it from carrying out this Agreement. Section 2.2 Execution. The execution, delivery and performance of this Agreement do es not and will not result in any breach of, or constitute a default under, any indenture, mortgage, contract agreement or instrument to which Developer is a party. Section 2.3 Litigation. There are no pending or, to the knowledge of Developer, threatened actions or proceedings before any court or administrative agency which will materially adversely affect the financial condition, business or operation of Developer. Section 2.4 Compliance. Developer will comply with and promptly perform its obligations under this Agreement and all related documents and instruments. ARTICLE 3 - PUBLIC IMPROVEMENT SCHEDULE AND DEDICATION OF PUBLIC IMPROVEMENTS Developer will install the Public Improvements in accord ance with the provisions in Artic le 3. Section 3.1 Final Plat Approval. Provided that Developer is in compliance with this Agreement, City will approve the final Summit Ridge Plat in advance of acceptance of the Public Improvements within that Plat. Section 3.2 Contracts for Work. Any contract awarded by Developer for work on the Public Improvements must contain the following provision: (a) Failure to Perform. Developer may, by written notice to the contractor, immediately terminate the contract in th e following circumstance: Failure to make satisfactory progress toward completion of the work in accordance with the Plans and Specifications after contractor has been given three (3) notices by Developer and contractor has failed in each case to 3 make satisfactory progress toward completion of the work within seventy -two (72) hours of such notice. Section 3.3 Dedication of Public Improvements. The Public Improvements will be dedicated to the public upon acceptance of the completed work by the City Engineer. Prior to acceptance, a full set of as -builts shall be submitted to and approved by the City Engineer. As -builts shall include, at a minimum, the information outlined in Section 3.3.1 . Developers will be deemed to have no right, title or interest in or up on any element of the dedicated Public Improvements . A breakdown of the utilities being installed and their estimated cost and whether the utility will be public or private is attached hereto as Exhibit “ C” and is incorporated herein by reference . Section 3.3.1 As-built Information . As-builts shall be submitted in both PDF and dwg format. As -builts shall include , but not be limited to , the following information set forth below . Any deviations from the approved plan set shall be noted in red on the plan set and also be included in the AutoCAD .dwg file. a. Water 1. Depth of main at every junction 2. Depth of main at every lateral 3. Depth and GPS location of every lateral terminus 4. Hydrant Depth 5. Lineal footage of pipe between fittings 6. Location, depth, and Description for all fittings b. Wastewater Sewer 1. Depth of main at every junction 2. Slope of main between every junction. 3. Manhole invert elevations at all inlets and outlets. 4. Elevation, depth, and GPS location of every lateral term inus 5. Lineal footage of pipe between junctions c. Storm Sewer 1. Depth of main at every junction 2. Slope of main between every junction. 3. Manhole invert elevations at all inlets and outlets. 4. Elevation, depth, and GPS location of every lateral terminus 5. Lineal footage of pipe between junctions d. General 1. GPS Location of all property irons. Section 3.3.2 Televising of Sewers Prior to dedication, developer must televise all sanitary and stormwater mains over 6”. Videos shall be provided to the City Engineer, reviewed, and approved prior to dedication. Any repair work resulting from work defects shall be fixed by the developer, at the cost of the developer, prior to dedication. Section 3.4 Dedication of Stormwater Ponds. The stormwater ponds approved in the stormwater management plan for the first phase of the development shall be dedicated to the public when 75% of the lots have an active water meter and have also closed out their stormwater permit. The Developer shall be responsible for maintaining the stormwater ponds until they have been dedicated to the City. Prior to dedication, the City Engineer shall inspect and ensure ponds conform to the pond design criteria outlined in the stormwater management plan. 4 Section 3.5 Lien Waiver. Developer shall present to the City , valid lien waivers from the general contractor for all persons providing materials or performing work on City certified improvements. Certification by the City Engineer does not constitute a waiver by t he City of the right to pursue its default remedies for defects in or failure of any improvements that are detected or which occur following such certification. ARTICLE 4 - SECURITY Section 4.1 Security for Cost of Public Improvements. Prior to commencing work on the Public Improvements, Developer shall provide to City a performance bond or irrevocable letter of credit, with terms and conditions satisfactory to City, in the sum of not l ess than one hundred twenty percent (1 20%) of the e stimated cost of the Public Improvements. The performance bond or irrevocable letter of credit is a guaranty to the City that the Public Improvements will be timely completed. The performance bond or irrevocable letter of credit will be maintained continuo usly by Developer until final acceptance and dedication of the Public Improvements by City. The performance bond or irrevocable letter of credit shall be released by City upon certification by the City Engineer the Public Improvements are accepted pursuant to this Agreement. Periodically, as payments are made by Developer for the completion of the Public Improvements, Developer may request the City reduce the amount of the performance bond or irrevocable letter of credit on a pro- rata basis. The performance bond or irrevocable letter of credit will provide that City may draw upon it for the full-face amount of the cost of curing any default of Developer hereunder after City has provided written notice to Developer describing the default and Developer has not cured such default within thirty (30) days of receipt of such notice. ARTICLE 5 - DEVELOPER'S RESPONSIBILITY Section 5.1 Easements. Developer will execute and deliver to City upon request and without charge, permanent easements for the location, construction, installation, operation, and maintenance of the Public Improvements . Any easements and deeds shall be in form and content satisfactory to City. Section 5.2 Inspection. Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control of the Public Improvements . Inspections shall conform to Section 3.3.1 . Developer shall pay City for engineering and construction observation of the Public Improvements performed by the City Engineer. Such engineering will include monitoring of construction, consultation with Developer and its engineer on status or problems regarding the work, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of request for reduction in security. Section 5.3 Engineering Data. Developer, through its engineer, must provide all staking, surveying and other information required by the City Engineer, to assist the City Engineer in carrying 5 out the City Engineer's duties under this Agreement in order to ensure that the Public Improvements conform to the Plans and Specifications. Section 5.4 Erosion Control Measures During Construction. Developer and Developer's contractors shall comply with Chapter 30 (Construction Site Erosion Control) of City of Chippew a Falls Code of Ordinances in regard to construction of the Public Improvements . Section 5.5 City Regulations. Developer acknowledges the Property is subject to regulation by City and that a default under applicable City ordinances or failure to meet or perform any condition of approval of any permit applicable to the Public Improvements shal l be a default hereunder. The following conditions must be fulfilled to the satisfaction of the City Engineer before construction of the Public Improvements begin. The requirement of any condition may be waived by the Common Council of the City if adequate assurances of compliance are provided by Developer . (a) Developer shall obtain and comply with a stormwater plan s approved by the City Engineer for the Development. (b) The Development shall be constructed according to any applicable Conditional Use Permit and all conditions imposed upon final Plat approval. (c) City shall review and approve a grading plan, utilities plan, sidewalk and trail plan, driveway plan and phase plan for the Development. A copy of the proposed specifications is attached hereto as Exhibit “ D”. (d) For purposes of snow management, the Developer shall be responsible for all snow removal operations throughout the snow season until the development right -of-way has been dedicated to the City. (e) Developer shall obtain all r equired permits from local and state regulatory bodies . City issued building permits shall not be issued until finished gravel grade is reached for all of the phase 1 streets . Section 5.6 Damage to City or County Facilities. Developer will be responsible for any damage caused to any City facilities or improvements including roads, stormwater systems, sewer and water facilities whether done by Developer, its contractors, agents , or employees and for any repair or clean-up costs or expenses incurred by City or Chippewa County in taking remedial action as a result of such damage. Section 5.7 Repair Obligations. Developer shall be responsible for any and all repair and replacement costs of pavement which is disturbed or damaged by Developer while repairing or replacing utilities. Section 5.8 Streetlights. Developer shall install streetlights in the Development in accordance with the street light plan in the plans . The specifications and location of said lighting shall be approved by the City prior to installation and shall become the responsibility of the City upon public dedication of the roadway. Street lights shall be spaced as seen on the plans , shall be Type C 150W Cobra heads on 30ft wooden poles . ARTICLE 6 - INSURANCE 6 Section 6.1 Insurance. Developer and its contractors will provide and maintain or cause to be maintained at all times during the process of constructing the Public Improvements and, from time to time at the request of City, furnish City with proof of payment of premiums on: (a) Comprehensive general liability insurance (including operations, contingent liability, operations of subcontractors, completed operations and contractual liability insurance) together with an Owner's Contractor's policy with limits against bodily injury and p roperty damage of not less than $1,000,000 for each occurrence (to accomplish the above required limits, an umbrella excess liability policy may be used), and will be endorsed to show City as an additional insured to the extent of its interest , (b) Comprehensive general public liability insurance, including personal injury liability for injuries to persons and/or property, including any injuries resulting from the operation of automobiles or other motorized vehicles involved in work on the Public Improvements, in the minimum amount for each occurrence of $1,000,000, and will be endorsed to show City as an additional insured to the extent of its interest, (c) Worker's Compensation insurance respecting all employees in amounts not less than the minimum required by sta tute. ARTICLE 7 - INDEMNIFICATION Section 7.1 Indemnification. Developer agrees to indemnify, defend and hold City, and its officials, employees, and agents, harmless against any and all claims, demands, lawsuits, judgments, damages, penalties, costs and e xpenses arising out of actions or omissions by Developer, its employees and agents, in connection with the Public Improvements. Section 7.2 Enforcement by City; Damages. Developer acknowledges the right of City to enforce the terms of this Agreement against Developer, by action for specific performance or damages, or both. Developer acknowledges its failure to perform any or all of its obligations under this Agreement may result in damages to City; that in the event of default hereunder by Developer, City may commence legal action to recover all damages, losses and expenses sustained by City associated with the enforcement of this Agreement. ARTICLE 8 – EVENTS OF DEFAULT Section 8.1 The following will be "Events of Default" under this Agreement and the term "Event of Default” will mean, whenever it is used in this Agreement, any one or more of the following events: (a) Failure of Developer to commence or complete construct ion of the Public Improvements pursuant to the terms, conditions, and limitations of this Agreement after City has provided written notice to Developer describing the failure and Developer has not cured such failure within thirty (30) days of receipt of su ch notice. (b) Failure of Developer to observe or perform any covenant, condition, obligation, or agreement on its part to be observed or performed under this Agreement after City has provided written notice to Developer describing the failure and Develope r has not cured such failure within thirty (30) days of receipt of such notice. 7 Section 8.2 Remedies on Default. Whenever any "Event of Default" occurs, City may take any one or more of the following actions: (a) Suspend work on the Public Improvement until it receives assurances from Developer they will cure its default and continue its performance under this Agreement. (b) Take action, including legal or administrative action, as is necessary for City to secure performance of any provision of this Agreement or recover any amounts due under this Agreement from Developer or under the performance bond described in Section 4.1. (c) Undertake to complete the Public Improvements itself, through its agents or through independent contractors and before the undertaking, draw upon the performance bond described in Section 4.1 for the full amount of the estimated work. ARTICLE 9 - ADMINISTRATIVE PROVISIONS Section 9.1 Notices. All Notices, certificates or other communications required to be given to City and Developers must be sufficiently given and will be deemed given when delivered, or when deposited in the United States mail in certified form with postage fully prepaid and addressed with return receipt requested, as follows: City and Developer by notice given to the other, m ay designate different addresses to which subsequent notice, certificates or other communications will be sent. If to City: Director of Public Works 30 West Central Street Chippewa Falls, WI 54729 If to Developer: CDPG Developers, LLC 1750 Business Hwy 51 Chippewa Falls, WI 54703 ARTICLE 10 - ADDITIONAL PROVISIONS Section 10.1 Titles of Sections. Any titles of the several parts of this Agreement are inserted for convenience of reference only and will be disregarded in construing or interpreting any of its provisions. Section 10.2 Counterparts. This Agreement may be executed in any number of counterparts, each of which will constitute one and the same instrument. Section 10.3 Modification. If Developer is requested by the holder of a mortgage on the Property or by a prospective holder of a prospective mortgage on the Property to amend or supplement this Agreement in any manner whatsoever, City will, in good faith, consider the request, provided that the request is consistent with the terms and conditi ons of this Agreement. Section 10.4 Law Governing. This Agreement will be governed by and construed in accordance with the laws of the State of Wisconsin. 8 Section 10.5 Severability. In the event any provision of this Agreement is held invalid or unenforceable by any court of competent jurisdiction, holding will not validate or render unenforceable any other provisions. Section 10.6 Assignment. Developer may not assign this Agreement without prior written consent of City, which consent shall not be unreasonably withheld or delayed. Section 10.7 Recording. This Agreement, or a memorandum thereof executed by the Parties, may be recorded in the office of the Register of Deeds for Chippewa County, Wisconsin, and will be enforceable against all owners of the Property and their successors and assigns. Section 10.8 No Vested Rights Granted . Except as provided by law or otherwise in this Agreement, no vested rights in connection with this proj ect shall inure to the Developer. The City does not warrant that the Developer is entitled to any other approvals required. Section 10.9 No Waiver. No waiver of any provision of this Agreement shall be deemed or constitute a waiver of any other provi sion, nor will it be deemed or constitute a continuing waiver unless expressly provided for by a written amendment to this Agreement signed by both City and Developer, nor shall the waiver of any default under this Agreement be deemed a waiver of any subsequent default or defaults of the same type. The City's failure to exercise any right under this Agreement shall not constitute the approval of any wrongful act by the Developer or the acceptance of any improvements. Section 10.10 Immunities and Special As sessment/Charges. Nothing contained in this Agreement constitutes a waiver or limitation of the City's immunities , power, or authority under applicable law including, but not limited to, special assessments and special charges . Section 10.11 Ownership Warranty. Developer hereby warrants to lawful ownership and being now lawfully seized and possessed of the real estate to be improved pursuant to this Agreement, other than any real estate located in public rights of way. Section 10.12 Building Permit. The City may deny issuance of a building permit until compliance with the provisions of this Agreement and the Municipal Code of the City are met. In the event the City issues a building permit prior to substantial completion of the Public Impr ovements, Developer acknowledges and agrees to the following, and will ensure any contractor or subcontractor of Developer also acknowledges and agrees to the following : (a) Indemnification. Developer agrees to indemnify, defend, and hold harmless the City, and its officials, employees, and agents, from any and all claims, actions, demands, judgments, penalties, fines, liabilities, and expenses (including attorneys’ fees and court costs) , arising out of or in any way related to : (i) the issuance of any building permits or construction activities within the Property, including any such claim, action, demand or judgment premised upon the negligence of the City or any of its officers, agents, servants, or employees, and/or for non-issuance of any occupancy permits prior to acceptance of the P ublic Improvements; (ii) any fire, explosion, flood, or other casualty occurring on or affecting the Property during the construction period, including any spread of such casualty to adjacent propert ies; and (iii) any other injury to or death of any person or damage to property arising from the construction activities. 9 (b) Occupancy . Occupancy of any improvements on the Property cannot occur until occupancy permits are issued, and no occupancy permits wi ll be issued prior to completion, inspection, and dedication of all required Public Improvements. (c) Acknowledgement of Risk . Developer acknowledges, understands, and agrees that commencement of construction activities prior to completion of the Public Improvements creates additional risk of injury to person and property and agrees the City bears no responsibility or liability for any loss, damage, or injury resulting therefrom and Developer assumes all such risks . Such increased risks may include, but are n ot limited to: fire risk due to inadequate water supply (in the event of a fire, the City’s fire department may have limited or no ability to suppress such fire); inability to remove snow or ice during winter months and a further inability for City emergen cy vehicles to reach the improvement; incomplete drainage, grading, or utility infrastructure may result in flooding, erosion, settlement, or other damage to structures of improvements constructed on the Property; and other unforeseen risks which may arise. (d) Additional Agreement . The City may first demand Developer to execute such agreements and acknowledgments as it deems necessary prior to the early issuance of any building permit(s). ARTICLE 11 - TERMINATION OF AGREEMENT Section 11.1 Termination. This Agreement will terminate at the time all of Developer's obligations hereunder have been fulfilled and when the cost of the Public Improvements have been paid in full and any default of Developer has been cured, or one (1) year after acceptance of the Public Improvements by City, whichever occurs later. Upon request of Developer, City shall provide Developer with resolution of acceptance that shall serve as evidence that Developer has completed its obligations hereunder. SIGNATURES ON FOLLOWING PAGE 10 IN WITNESS WHEREOF, City has caused this Agreement to be executed in its corporate name by its duly authorized officers and sealed with its corporate seal; and Developer has executed this Agreement at Chippewa Falls, Wisconsin, on the day and year first a bove written. CITY OF CHIPPEWA FALLS, a Wisconsin municipal corporation By: Jason Hiess, Mayor By: Bridget Givens, Clerk STATE OF WISCONSIN ) ) ss. COUNTY OF CHIPPEWA ) Personally, came before me this day of ___________ , 2026, the above -named Jason Hiess, Mayor and Bridget Givens, Clerk, of the City of Chippewa Falls, to me known to be the persons and officers who executed the foregoing instrument and acknowledged that they executed the same as such officers by the authority of the City of Chippewa Falls. Notary Public, State of Wisconsin My Commission Expires ______________ 11 CDPG Developers, LLC , a Wisconsin limited liability company By: ______________________________ CDPG Developers, LLC: Its: STATE OF WISCONSIN ) ) ss. COUNTY OF ) Personally, came before me this day of ___________, 2026, the above- named CDPG Developers, LLC , to me known to be the person who executed the foregoing instrument for Developer, by the authority of said company. Notary Public, State of Wisconsin My Commission Expires ______________ 12 List of Exhibits Exhibit A – Summit Ridge Phase 1 Final Plat Exhibit B – Summit Ridge Construction Plan Set Dated 02/24/ 2026 with 6/15/2026 Revisions. Exhibit C – Description and Cost Estimate for Public Improvements Exhibit D – 2025 City of Chippewa Falls Specifications C O R P O R A T I O N● ● C O R P O R A T I O N● ● ······· R C O R P O R A T I O N● ● WATER MAININSULATIONOVER WATER MAINALL INSULATION SHALL BE CENTEREDNOTE: INSULATIONMINIMUM 2"GRANULAR FILL6" COMPACTEDWATER LOWER WATER MAIN CENTERLINE4' EACH WAY FROM THE WATER MAINMINIMUM 2" INSULATION EXTENDING RETAINER GLANDSMECHANICAL TYPE WITHALL JOINTS SHALL BENOTE: SEWERBACKFILLMECH. COMPACTED 2"6" 2' MIN.BENDBEND BEND (S) BLOCKING DETAILTYPICAL THRUST HYDRANT VALVEUNDISTURBEDTRENCH WALL TRENCH WALLUNDISTURBED HYDRANT SEE WATER MAIN TECHNICALSPECIFICATIONS FOR THRUSTBLOCK SIZING.NOTE & BOX INSTALLATIONTYPICAL GATE VALVE 1/4" BELOW ADJACENT BITUMINOUSSURFACING, FLUSH WITH CONCRETECURB & GUTTER VALVE BOX ASSEMBLY 2-INCH OPERATING NUT (OPEN LEFT)PIPE SIZE VARIESCONCRETE BLOCK MINIMUM 8.0' COVEROR AS SPECIFIED ON PLANS SERVICE CONNECTIONWATER PROPOSED FINISHED GRADECONCRETE CURB AND GUTTER LAY NEW SERVICE ONE PRE-CASTMANHOLE BLOCKWATER SERVICEWITH HORIZONTAL LOOPSTO PROVIDE FOR SETTLEMENTWATER MAIN SERVICE BOX 4' TYP. ELEVATION PROPERTY LINE MIN. 8' COVER PROPERTY LINE TO PROPERTY LINE NOTE:TRACER WIRE REQ'D WHENUSING PVC WATER PIPE30-INCH TYPE "D" CONNECT TO EXISTING WATERSERVICE USING ENGINEER APPROVEDCONNECTION.FOR STUBBED SERVICE, PLUG WITHAY MCDONALD 74753Q ADAPTOR(OR ENGINEER APPROVED EQUAL)AND GALVANIZED CAP. MARK WITH4X4. PAID AS WATER SERVICE CAP. C O R P O R A T I O N● ● TO THE SLOPE OF THE RAMP.SURFACE TEXTURE OF THE CURB RAMP SHALL BE OBTAINED BY COARSE BROOMING PERPENDICULARTHE DETECTABLE WARNING FIELD SHALL BE YELLOW UNLESS OTHERWISE SPECIFIED.AND PAID FOR BY THE SQUARE FOOT AS "CONCRETE SIDEWALK 4-INCH"IN THE CURB RAMP, INCLUDING THE CONCRETE UNDER THE DETECTABLE WARNING FIELD, SHALL BE MEASUREDBY THE LINEAL FOOT AND PAID FOR AS "CONCRETE CURB AND GUTTER 30-INCH TYPE D". THE CONCRETEDETECTABLE WARNING FIELD". THE CURB AND GUTTER THRU THE CURB RAMP OPENING SHALL BE MEASUREDDETECTABLE WARNING FIELD SHALL BE MEASURED AND PAID FOR BY THE SQUARE FOOT AS "CURB RAMPTYPE 1 RAMPS SHALL HAVE NORMAL SIDEWALK APRONS AND CURB ON BOTH SIDES OF RAMP. GENERAL NOTESRAMPS SHALL BE BUILT AT 12H:1V OR FLATTER. WHEN NECESSARY SIDEWALK ELEVATIONSMAY BE LOWERED TO FACILITATE PROPER RAMP SLOPE. PAVEMENT MARKING CROSSWALK (WHITE)CONTRACTION JOINT FIELD LOCATED1/2' EXPANSION JOINT-SIDEWALKLEGENDPROVIDE LANDING AT TOP OF RAMP WITH NO MORE THAN 2% SLOPE IN ANY DIRECTION.ON RAMP (2" MINIMUM CURB HEIGHT).ON THE TYPE 2 RAMP. REDUCE THE CURB HEIGHT IN THE TRIANGLE AREA TO ACHIEVE 12H:1V SLOPEWHEN THIS DISTANCE IS LESS THAN 6'-0" IT MAY BE DIFFICULT TO ACHIEVE A 12H:1V SLOPE.OF FIELD CONDITIONS.USE THE TYPE 3 RAMP WHEN A TYPE 1 OR TYPE 2 CANNOT BE ACHIEVED BECAUSE 2% SECTION B-B 12H:1V MAX. CURB & GUTTERTOP OF ROADWAYCONCRETE CROSSWALKWARNING FIELDDETECTABLE VIEW A-A DETECTABLEWARNING FIELDNORMALCROSSWALKCROSSWALKNORMAL (CENTER OF CORNER RADIUS)TYPE 1 RAMPPLAN VIEWA A CONCRETE SIDEWALK2% CROSS SLOPETYPICAL B CONCRETE SIDEWALK2% CROSS SLOPETYPICALBOULEVARDVARIES BOULEVARDVARIESBWARNING FIELDDETECTABLERAD.VAR. PLAN VIEWTYPE 3 RAMP(OUTSIDE OF CROSSWALK AREA) 1.5' TYPICAL2% CROSS SLOPECONCRETE SIDEWALK DETECTABLEWARNING FIELDCONCRETE SIDEWALKTOP OF ROADWAYCURB & GUTTER 12H:1V MAX. SECTION B-B B CONCRETE SIDEWALK2% CROSS SLOPETYPICALBOULEVARDVARIES BOULEVARDVARIESBWARNING FIELDDETECTABLE RAD.VAR. (ON LINE WITH SIDEWALK)TYPE 2 RAMPPLAN VIEW SECTION A-A 12H:1V MAX.2%CURB & GUTTERTOP OF ROADWAYCONCRETE SIDEWALKLANDINGWARNING FIELDDETECTABLE VAR.RAD. DETECTABLEWARNING FIELDAA VARIESBOULEVARD VARIESBOULEVARD TYPICAL2% CROSS SLOPECONCRETE SIDEWALK C O R P O R A T I O N● ● CURB & GUTTERTHIS PORTION MEASURED & PAIDSTANDARD DRIVE OPENINGEXPAN. JOINTMIN. 18" TAPERFACE OF C&GEXPAN. JOINT BACK OF C&G3' TYP. SPACING = 10'MAX. CONTR. JOINTCONTRACTION JOINTAS CONCRETE DRIVEWAYMEASURED & PAID FOR EXIST. WALKNEW WALKON CONSTRUCTION PLANSTHICKNESS AS SPECIFIED AS CONCRETE DRIVEWAYMEASURE & PAID FOR EXIST. WALKEXPAN. JOINT REQ'D WHEN NEW WALK CONSTRUCTED PLAN VIEW AA UNIFORM SLOPE AT CURB FACESECTION VIEW THRU GUTTERSTANDARD CONCRETEDRIVE & DRIVE OPENING EXPANSION JOINT CURB & GUTTERFOR AS CURB AND GUTTER, TYPE DTHIS PORTION MEASURED & PAIDSTANDARD DRIVE OPENINGEXPAN. JOINT5' TAPER ON T/CFACE OF C&GEXPAN. JOINT BACK OF C&GSPACING = 10'MAX. CONTR. JOINTCONTRACTION JOINT AS CONCRETE DRIVEWAYMEASURED & PAID FOREXIST. DRIVEON CONSTRUCTION PLANSTHICKNESS AS SPECIFIED EXIST. WALK PLAN VIEW EXPANSION JOINT FOR AS CURB AND GUTTER, TYPE D EXIST. WALK SIDEWALK AT BACK OF CURB ON T/C EX. SEWER LAT.CONNECT TO EXISTING SEWER LATERAL PROP. LATERAL; SDR 26 PVC @ 1/4" PER FT.SANITARY SEWER MAINPROPOSED WYEELEVATIONSANITARY SEWERLATERAL CONNECTIONS TRACER WIRE TO TRACER WIREACCESS BOX TOP VIEWSIDE VIEW ALUMINUM GEL PACK CONNECTOR TRACER WIRE EXTENSION DO NOT CUTMAINLINETRACER WIRE TO TRACERWIRE BOX SET SCREWTIGHTEN ONTRACER WIRETRACER WIREPASS THROUGH TRACER WIRETAG ENDS STRIPPLASTIC MAKE SURE BAREWIRE TOUCHEACH OTHER CONTRACTOR SHALL USE THIS SETUP OR OTHER ENGINEER APPROVED EQUALWATER & SEWERSERVICE CONNECTIONMAILBOX INSTALLATION NOTE: MAX BURYDEPTH = 24" 36"-40"6"-8"24"CURB AND GUTTERROADWAY SURFACE NOTE: IF A SEWER RISER SECTION IS REQUIRED,IT MUST BE INSTALLED AT THE RIGHT OF WAYLINE UNLESS APPROVED BY THE ENGINEER.4X4 POST WITH CAP AND STUB END STREET STREET "A" "A" 3'-5' RADIUSSTANDARD C & G"A""A" TYPICAL SECTION "A"-"A" TYPICAL PLAN VIEWPAID AS CURB AND GUTTER 6-INCH SLOPED, 36-INCH TYPE D 1'F/L WIDTH VARIES CONCRETE FLUME DETAIL C O R P O R A T I O N● ● TAPE AT 10' INTERVALSPVC WATER MAIN TOP OF PIPETRACER WIRE ONSTAINLESS STEEL CONNECTORSTEEL PER astm a 240 UNS S300400MATERIAL: 0.062 THK STAINLESS45° 0.75 RAD. 0.75 DIA. 0.50 DIA. 0.375 DIA. 0.6251.063 APPROVED CONNECTORPVC WATER MAIN WITHRUNNING ALONG TOP OF CONNECT TO TRACER WIRE TO MECHANICAL JOINT& CONDUCTIVITY CLAMP CONNECTEDSTAINLESS STEEL CONNECTORTRACER WIRE PVC WATER MAINCONNECTED TODUCTILE IRON TEEHYDRANT LEADDUCTILE IRON FIRE HYDRANT & PVC WATER MAIN TRACER WIRE INSTALLATION CONCRETE BASE (THRUST BLOCKWHEN RETAINER GLANDS CAN'T BE USED)6" D.I.P. HYDRANTLEADWATER MAIN(SIZE VARIES) MINIMUM 8.0' COVER ORAS SPECIFIED ON PLANSTEE ELEVATION(NO SCALE)CONCRETE BLOCK 6" RETAINER GLANDS REQ'D.MINIMUM TWO LAYERS TARPAPER1 CUBIC YD.CRUSHEDROCK EXIST.,PROP.,OR FUTURE F/C.4' 3' GRADE 16.75" TO22.75" STAND PIPERETAINER GLANDS ARE REQUIRED ATALL MECHANICAL JOINT TEES, VALVES,AND HYDRANTSNOTE:TRACER WIREACCESS BOXTRACER WIRE ADJUSTING RINGS (6" NORMAL, 10" MAXIMUM) 12"16"30" SURFACE OF GROUTCROSS-SLOPE ON MINIMUM 1" PER FOOT 27"PRE-CAST SECTIONCASTING IS A SEPARATE BID ITEM.SEE CASTING CODE FOR REQUIRED CASTING.RIM ELEV. NOTED ON PLANSTYPICAL PLAN 21WITH SEWER PIPE.MANHOLE CONNECTIONSSHALL BE USED AT ALLWATERTIGHT FLEXIBLE CONNECTIONSARRANGEMENTS.FOR PIPE SIZES ANDSEE CONSTRUCTION PLANSNOTES GROUT6" PREFORMED BASE 1/2 PIPE DIA. VARIESK KP R.C.P. PRE-CAST SECTIONS TYPICAL SECTIONSANITARY SEWER MANHOLE 12"27"168"11'27"142"10"27"128"9"27"114"8"27"100"7"27"86"6.5"27"79"6"27"72"5.5"27"65" 96"8-FT144"120"108"12-FT10-FT9-FTSANITARY MANHOLE TYPEDIMENSIONSP (DIA.)KW (DIA.)H (DIA.)4-FT4.5-FT5-FT5.5-FT6-FT7-FT48"54"60"66"72"58"27"5" 84" WATERTIGHT FLEXIBLE CONNECTION W 8.5' BURY HYDRANTOR AS SHOWN ON PLANS CASTING CODETYPE 3 NEENAH R-1916-F OR E.A.E., BOLT-DOWN LID1 NEENAH R-1642-5005 TYPE B LID, GASKETED, W/ TWO CONCEALED PICK HOLES (NON LETTERED) OR E.A.E.2 NEENAH R-1642-A, TYPE B LID, GASKETED, W/TWO CONCEALED PICK HOLES (NON LETTERED) OR E.A.E. (LOW PROFILE) C O R P O R A T I O N● ● STORM SEWER MANHOLES 16" K8"8" THICK REINFORCED BASE CIRCULAR PRE-CAST SECTIONPGROUT 1/2 PIPE DIA. ADJUSTABLE RINGS(6" NORMAL, 10" MAX)RIM ELEV. NOTEDON PLAN.SEE CASTING CODEFOR REQUIRED CASTING(CASTING IS A SEPARATE BID ITEM)W=SLAB DIA. H Q=BASE DIA. T OPTIONAL 8" SOLIDBLOCK MASONRY TOONE ROW ABOVE OUTLET PIPE WHEN REQ'D MIN. BENCH SLOPETO BE 1"/FT. SECTION 84"6"5"27"66"58" 72"66"60"54"48" 7-FT6-FT5.5-FT5-FT4.5-FT4-FT Q (DIA.)H (DIA.)W (DIA.)TKP (DIA.)DIMENSIONSSTORM MANHOLE TYPE9-FT10-FT12-FT108"120"144"8-FT96"65"72"27"5.5"8"72"80"27"6"8"79"86"27"6.5"8"86"94"27"7"8"100"108"27"8"8"114"120"27"9"8"128"132"27"10"12"142"146"27"11'12"168"180"27"12"12" 24"OUTLET PIPE (BID ITEM)INLET PIPE WHEN REQ'D. SEE CONSTRUCTION PLANSFOR PIPE SIZE & GRADE.O.E.A.E. = OR ENGINEER APPROVED EQUAL.NOTE 36" CASTING F/L GRADE GIVENON CONSTRUCTION PLANS COVER (SEPARATE BID ITEM)TYPE H-D=NEENAH R-3290-A, TYPE "C" GRATE O.E.A.E.ADJUSTING RINGS AS REQUIREDPRE-CAST CONCRETE INLET 6" PRE-CAST BASE TYPE H-S=NEENAH R-3067, TYPE "R" GRATE O.E.A.E.TYPE H=NEENAH R-3067-L, TYPE "L" GRATE O.E.A.E.2" RADIUSON PLANS (VERT. FT.) SECTION VIEWCATCH BASIN 2' X 3' PLAN VIEWCATCH BASIN TYPE Z=NEENAH R-3170, TYPE "B" GRATE O.E.A.E.LAYING CONDITIONS FORSANITARY SEWER PIPE, WATERMAIN, & STORM SEWER PIPE 12" 12" UNSUITABLE TRENCH FOUNDATION 6" 12" WET OR UNSTABLE TRENCH FOUNDATION 6"4"12" ROCK FOUNDATION 6" 5" SUMP DEPTH AS SHOWN ON PLAN1.5' TYPICAL TYPE CASTING CODE1 NEENAH R-1642-5005 TYPE B LID, GASKETED, W/ TWO CONCEALED PICK HOLES (NON-LETTERED) OR E.A.E.2 NEENAH R-1642-A, TYPE B LID, GASKETED, W/TWO CONCEALED PICK HOLES (NON-LETTERED) OR E.A.E. (LOW PROFILE)3 NEENAH R-1916-F OR E.A.E.4 NEENAH 3067 OR E.A.E. ··CONCRETE CURB & GUTTER C O R P O R A T I O N● ● C O R P O R A T I O N● ● LIGHTSWARNINGTURN ONBUTTON TOPUSH C O R P O R A T I O N● ● ···· · · · · · ··· ·· · C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● ······· ENDROAD WORK ENDROAD WORK C O R P O R A T I O N● ● AA C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● C O R P O R A T I O N● ● Date: 4/9/2026 Job Name: Summit Ridge- PH1 Address: Chippewa Falls, WI 6451 160th Ave, Bloomer WI 54724 715-559-0443/ damian@cvexcavating.com ITEM # DESCRIPTION QTY UNIT PRICE TOTAL -$ 1 Demo 1 152,464.00$ 152,464.00$ * Clear & grub, asphalt & concrete -$ 2 Ret Pond/Bio Complete 1 215,150.00$ 215,150.00$ * 3 ponds, Clay Liner & Soils, Plantings 3 Erosion Control Complete 1 40,386.50$ 40,386.50$ *Silt Fence & Seeding, Emat -$ 4 Restoration Complete 1 76,275.00$ 76,275.00$ *Spread Topsoil, Seeding Mass areas -$ 5 Street Construction 1 157,377.00$ 157,377.00$ *Build Roadway, Gravel Raod & sidewalks -$ 6 Sewer & Water Utilities 1 597,188.60$ 597,188.60$ *sewer/water & storm utilities -$ 7 Concrete Complete 1 170,168.00$ 170,168.00$ *Curb & sidewalks -$ 8 Asphalt Complete 1 178,566.09$ 178,566.09$ *paving & Pavement Markings -$ 9 Mass Site Grading 1 248,100.00$ 248,100.00$ *strip topsoil, cut/fill approx 125,000 cy -$ 10 Permits- City Erosion Control 1 1,082.72$ 1,082.72$ 11 Geo Tech Services-PSI 996090 1 12,750.00$ 12,750.00$ 12 Geo Tech Services-PSI 952447 1 800.00$ 800.00$ 13 traffic Control 1 2,000.00$ 2,000.00$ -$ 1,852,307.91$ 711,012.00$ 1,141,295.91$ EXCAVATION PROPOSAL *Job Description: Summit Ridge Development & Intersection City & Aspirius Portion Remaining CDPG Total Page 1 of 6 STATE TRUNK HIGHWAY CONNECTION APPLICATION Wisconsin Department of Transportation (WisDOT) DT1504 3/2026 Wis. Stat. §§ 86.07(2)(a), 84.09, 84.25, 84.295 & Wis. Adm. Code Ch. Trans 231 • Use this form to apply for constructing a new connection (driveway, road/street intersection , trail) to a state trunk highway (STH), or for removing, allowing, or altering an existing connection. • If the property has any legal restrictions that prohibit access to a STH, WisDOT cannot approve a STH connection for the property. • One DT1504 form is required per connection. Please type or print neatly in ink. Fill out the required information on all pages of this form per the instructions. For more information, visit: https://wisconsindot.gov/Pages/doing -bus/real-estate/permits/connections.aspx • Provide a copy of the property deed, title work related to the property purchase, and any property surveys. Tracking #: 09-100350355-2026 WISDOT OFFICE INFORMATION Northwest Region - Superior 1701 North Fourth St Superior, WI 54880 Telephone: 715-395-3036 Email: halle.sharp@dot.wi.gov APPLICANT INFORMATION 1. Applicant Name and Mailing Address (Street/PO Box, City, State, ZIP Code ) Brandon Cesafsky City of Chippewa Falls 2. Property Owner Name and Mailing Address (If not applicant) 3. Authorized Representative Name and Mailing Address (If not applicant) . Explain relationship to applican t. CONNECTION LOCATION INFORMATION 4. Highway Number(s) 5. County 6. City Village Town 7. Side of the Highway 178 Chippewa of: Chippewa Falls North South East West 8. Located within the: 9. Fire or Street Number (If applicable) Quarter, of the Quarter, Section 33, Town 29 North, Range 08W 10A. Name of Nearest Side Road from Location 10B/C. Distance and Direction from the Side Road 11. How far is the location from the nearest non-side road connection (driveway or trail crossing) on the same highway? N/A Chippewa Falls City Limit - E Park Ave (Feet or Miles) (N, S, E, W, A) (Feet or Miles) Completed by WisDOT  Latitude: Longitude: CONNECTION TYPE INFORMATION 12. Proposed Activity (Check one) 13. Proposed Use (Check one category for (a)-(g). Provide trail description if (d) is checked . Check any other use items if applicable. See instructions for category d escriptions.) 16. Proposed Trips Per Day (Check one) Seasonal 51-100 1-25 101-1000 26-50 Over 1000  Peak hour traffic count: Construct new Remove existing Allow existing Alter existing Choose all applicable items from Alter list at the bottom of page 2 a) Commercial – rural e) Commercial – urban Temporary b) Residential – rural f) Residential – urban Shared c) Agricultural g) Public Road Private road d) Trail or trail crossing Emergency Recreational Utility SEE PAGE 2 for QUESTIONS 17 -32. SEE PAGE 3 FOR INDEMNIFICATION. SEE PAGES 4-6 FOR CONDITIONS AND PROVISONS. 14. Proposed Width: 10' 15. Proposed Surface : Asphalt X 715-726-2736 (Applicant, Property Owner, or Authorized Representative) (Date) (Telephone Number) (Email address) The applicant affirms that all information provided on and submitted with this form is correct and complete. Providing incorrect or incomplete information may result in permit denial or revocation as well as criminal prosecution under Wis. Stat. § 946.32.  Completed by Wisconsin Department of Transportation – REVIEW UPON PERMIT ISSUANCE  Application DISMISSED – ACCESS RIGHTS (1) NOT OWNED BY APPLICANT OR (2) CONTROLLED UNDER WIS. STAT. § 84.25 or § 84.295. NO RIGHT TO APPLY EXISTS . NO APPEAL AVAILABLE . Permit DENIED – MAY BE APPEALED UNDER WIS. STAT . § 86.073. Work Permit APPROVED – ONLY FOR PERFORMING WORK ON STATE TRUNK HIGHWAY RIGHT-OF-WAY UNDER WIS. STAT. § 86.07(2)(a). THIS PERMIT IS REVOCABLE. Remove Existing: Legal § 84.25 Nonconforming ILLEGAL GENERAL CONDITIONS OF ISSUANCE #1-43 APPLY Permit Provisions Also Apply: Supplemental Special Lane Closure System notification required Insurance required and/or Irrevocable letter of credit required Permit voids/replaces permit # Transportation project plat ID # Temporary access. Permit expiration date below. See #35. Authorized Access Point DOCUMENTED APPROVED BY WisDOT UNDER PREVIOUS WIS. STAT. § 84.25 PROJECT . THIS IS NOT A PERMIT BUT SERVES TO DOCUMENT THE TYPE, USE, TRIPS PER DAY, CONFIGURATION, DRAINAGE, ETC. FOR THE STH CONNECTION. Connection Permit APPROVED DOES NOT CREATE A RIGHT OF ACCESS OR ACCESS EASEMENT FOR THE PROPERTY. THIS PERMIT IS REVOCABLE. Shared Connection Co-user name(s): Related ID #(s): Comments: Permit for the Old Abe Trail on the West side of Highway 178 Application Submitted Approved Work Start Approved Work Finish Approved Work Extension X Halle Sharp 100350355 05/26/2026 (WisDOT Authorized Representative Signature – If Computer-filled, Brush Script Font) Application Completed Identification Number Issued Permit Expires Permit Amended Amendment # Trail description (choose one) Page 2 of 6 FOR ANY NEW OR RELOCATED CONNECTION, APPLICANT SHALL PLACE A FLAG OR MARKER IN THE HIGHWAY DITCH OR FORESLOPE (VISIBLE FROM THE HIGHWAY) AT THE PROPOSED LOCATION FOR WisDOT SITE REVIEW. 28. Main Contractor Name, if applicable Alter Existing Items List (From question 12 – choose all applicable items. See instructions for Alter descriptions.) 29. Contractor Representative Name and Title Available choices: • Widen • Pave surface • Replace culvert • Change existing use • Grading or drainage • Highway improvements • Other 30. Office Telephone Number 31. Cellular Telephone Number 32. Contractor Email Address  Note: In questions 17-26, “the property ” refers to the property for which this application is being made. 17. Yes No Is the property zoned? In either case, provide the appropriate documentation from the jurisdictional zoning authority. 18. Explain how the land is currently being used: 19. Yes No Are you aware of any plan to change the zoning or land use for the property? If yes, explain. 20. Yes No Is this connection for the property that was also part of a land division or assemblage created on or after 2/1/99? If yes, explain. 21. Yes No Do you own other property abutting the highway that is next to the property that this connection will serve? If yes, explain. 22. Yes No Does the property abut other public roads? If yes, provide all road names. 23. Yes No Are there any existing connections to any road serving the property? If yes, how many? 24. Yes No Are there any restrictions on the number, use, or location of connections to the property? If yes, explain. 25A. Yes No Are there any access easements across the property, or does any other property obtain access to a state trunk highway by crossing the property? 25B. Yes No Are there any easements or arrangements that allow the property to access a public road by crossing another property? If you answered yes to 25A and/or 25B, explain. See the instructions for what information to provide.  Note: If you answered “yes” to question (Q) 24, 25A or 25B, provide a copy of all documents relevant to the restrictions and/or easements . 26. Provide all property tax identification numbers that will be using the connection : 27. List the proposed work start and finish dates for construction of the connection. Check not applicable if no work is needed for this permit. Start: Finish: Not Applicable (M/D/YYYY) (M/D/YYYY) Best times of the day and/or days of the week that are more convenient for WisDOT to call you if needed: (Note: Once a permit is issued, the applicant become the permittee) Page 3 of 6 INDEMNIFICATION The Permittee shall save and hold the State, its officers, employees, agents, and all private and governmental contractors and subcontractors with the State under Chapter 84 Wisconsin Statutes, harmless from actions of any nature whatsoever (including any by the Permittee himself/herself) which arise out of, or are connected with, or are claimed to arise out of or be connected with any of the following: 1. Any of the work done by the Permittee, or Permittee’s contractors or agents (collectively “WORKERS”). 2. The construction or maintenance of facilities by the Permittee or WORKERS, pursuant to this permit or any other permit issued by the State for construction of facilities within the highway. 3. As a result of action or inaction by Permittee or WORKERS resulting in damage to another that occurs: a. While the Permittee or WORKERS are performing work, or b. While any of the Permittee's or WORKER’s property, equipment, or personnel, are in or about such place or the vicinity thereof, or c. While any property constructed, placed, or operated by or on behalf of Permittee or WORKERS remains on the State's property or right-of-way pursuant to this permit or any other permit issued by the State. This hold harmless provision applies, without limiting the generality of the foregoing, to all liability, damages, loss, expense, claims, demands and actions on account of personal injury, death or property loss to the State, its officers, employees, agent s, contractors, subcontractors or frequenters, to the Permittee or WORKERS, their employees, agents, contractors, subcontractors or frequenters, or to any other persons, whether based upon, or claimed to be based upon, statutory (including, without limitin g the generality of the foregoing, worker's compensation), contractual, tort, or whether or not caused or claimed to have been caused by active or inactive negligence or other breach of duty by the State, its officers, employees, agents, contractors, subco ntractors or frequenters, Permittee, WORKERS, their employees, agents, contractors, subcontractors or frequenters; or any other person. Without limiting the generality of the foregoing, the liability, damage, loss, expense, claims, demands and actions indemnified against shall include all liability, damage, loss, expense, claims, demands and actions for damage to any property, caused by Permittee or WORKERS pursuant to this permit or any other permit issued by the State for damage to property, lines or facilities on highway right-of-way resulting in any loss of power, telephone service, communications, data, information, or material; or inv olving property rights any other person of any kind whatsoever. The Permittee shall at his/her own expense investigate all such claims and demands, attend to their settlement or other disposition, defend all actions based thereon and pay all charges of attorneys and all other costs and expenses of any kind arising from any such liability, damage, loss, claims, demands and actions. All facilities constructed within the highway right -of-way by Permittee become the property of the State of Wisconsin, Department of Transportation, and may be altered or removed by the maintaining authority of the highway in accordance with state law. Any transfer, whether voluntary or involuntary, of ownership or control of any property constructed, placed, or operated by or on behalf of the Permittee or WORKERS that remains on the State's property or right -of-way pursuant to this permit shall not release Permittee from any of the indemnification requirements of this permit. (Note: Once a permit is issued, the applicant become the permittee) Page 4 of 6 GENERAL CONDITIONS OF ISSUANCE 1. All connections have restrictions that are documented in the preprinted and filled -in information on this form along with any conditions, covenants, supplemental and special provisions, superimposed notes, and detail drawings added by WisDOT. In addition to WisDOT’s approval, permittee shall also comply with relevant state statutes and administrative rules, plus any laws, codes, rules, regulations, ordinances, and permit requirements of other jurisdictional agencies. Alteration of this form by the permittee is prohibited. 2. The permit authorizes the work for the applicant (“permittee”) indicated on this permit. It does not grant authority for the work of any other, either by present or future installation. 3. Comply with this permit in its entirety. Failure to comply with any part of this permit is the permittee’s responsibility, which includes full restitution of any costs WisDOT incurs to remedy non-compliance acts and may include treble damages under Wis. Stat. § 86.02. Further, if permittee fails to comply with any permit term, and WisDOT seeks to compel compliance by the permittee, enforce a permit term, revoke this permit, or recover costs associated with completing work required under this permit or redoing work not up to standards or specifications, permittee shall also be responsible for paying a sum that reimburses the State for time expended by its attorneys working on the matter and all court costs. 4. The venue for any court action related to permit enforcement shall be Dane County, Wisconsin. 5. Immediately cure any violation of this permit, particularly any failure to maintain a safe work site and proper work zone traffic control. Failure to do so may result in WisDOT stopping further work, removing permittee from the highway right-of-way (ROW), revoking the permit or any combination of these actions. 6. Except in cases where the permitted connection is constructed by forces acting on behalf of WisDOT as part of a highway improvement or maintenance project, the permittee shall do all of the following: (a) Furnish all materials, do all work, and pay all costs for construction and maintenance of the connection and its appurtenances in the ROW. Use the appropriate materials and type and quality of the work for the connection type specified in this permit. (b) Do all work without jeopardy to, or interference with, traffic using the highway (c) Be responsible for all additional work WisDOT deems necessary due to plan error, omission, or unknown or changed field conditions (d) Maintain the connection and its appurtenances within ROW limits, which includes keeping them in a proper state of repair, preventing the blockage or impairment of ROW drainage, and preventing the occurrence of aboveground obstacles that may cause serious injury or death to a motorist (e) Do n ot disturb or cause the disturbance of any survey marker without the prior written approval of WisDOT 7. The permittee shall not make any changes to the connection, its appurtenances, or the highway ROW, including, without limitation, changes to the location (Q4-11), use (Q13), width (Q14), surface (Q15), or increase the number of trips per day (Q16) indicated by this permit without obtaining prior written approval from WisDOT. WisDOT will evaluate all potential highway impacts that may arise from any proposed change(s) and therefore, does not guarantee approval. 8. WisDOT does not assume any responsibility for removal or clearance of snow, ice, or sleet, or the opening of windrows of such material upon any portion of any connection along any state trunk highway even though snow, ice , or sleet is deposited or windrowed on said connection by its authorized representative while performing normal winter maintenance operations under Trans 231.02(6). No snow, ice , or sleet removed from the connection shall be deposited on any highway pavement or shoulder or in a manner that creates a safety hazard or obstruction to highway drainage . 9. Rock, asphalt, concrete, timber, or other embankment retention or marking treatments for the connection are prohibited. A plastic or metal post with or without a blue reflector(s) may be installed on each connection side. Posts cannot be larger than 2” square. Acceptable posts are shown at right. Plastic or metal posts shall not be stronger than the equivalent of a 1½-inch diameter standard metal pipe. Using red or amber reflectors is prohibited under Wis. Stat. § 346.41(3). Using wood posts also is prohibited. 10. WisDOT reserves the right to revoke any permit issued and the right to make such changes, additions, repairs, relocations, and removals within statutory limits to the connection or its appurtenances on the ROW as may at any time be considered necessary to facilitate highway relocation, reconstruction, widening, and maintenance, or to provide proper protection to life and property on or adjacent to the highway, or if alternative access to the property becomes available. 11. If the permitted work has not begun by the Approved Work Finish Date, this permit is null and void. If work has been started but not completed by the Approved Work Finish Date, no additional work shall be done unless authorized through an approved Work Extension Date or a subsequent permit from WisDOT. WisDOT does not guarantee approval of a time extension or subsequent permit since the conditions WisDOT based its permit approval upon may have changed between the permit issuance and time extension request date s. Execution of any part of the work shall verify agreement by the permittee to conform to this permit and to be bound by all of its requirements, restrictions, and obligations, all of which shall continue to be in full force and effect. 12. Any connection or related feature built within the ROW becomes part of the highway and is subject to the highway maintaining authority’s jurisdiction. Permit issuance does not guarant ee in the future that the connection will remain in place or be allowed to function in the same manner as when it was installed. WisDOT or any other authority with jurisdiction over the highway may alter the highway in such a manner that changes the connection’s function by installing medians, lanes, or traffic control devices, or may require that the connection be closed entirely. WisDOT attempts, in exercising its police powers, to avoid unreasonably restricting property access to a highway. Abutting landowners are generally not entitled to compensation for highway changes made by the maintaining authority for police power activities . 13. The permittee agrees that any connection constructed by or for the permittee is for the purpose of obtaining access to the property listed in Q26. The connection shall not be used for parking or servicing vehicles, or for advertising, storing, or selling goods on the ROW. WORK ZONES 14. Before starting any permitted work , install the required warning signs, devices, etc. and ensure all are fully functional and maintained to protect the public, workers, and work site until all work is complete. Augment the work zone with signs, devices , and flaggers as needed to always protect people and property from injury or damage in all conditions, including changed or changing conditions. At all times while working within the highway ROW, ( a) wear high-visibility safety attire, and (b) activate flashing (or strobe) amber or white lights on all vehicles and equipment. Comply with the Work Zone Field Manual or Wisconsin Manual of Uniform Traffic Control Devices, current editions, for proper layouts, designs, sizes, and quantities of warning signs and devices , including other items that may be relevant for the work zone. 15. Secure the work site and associated traffic control zone against any hazard to the public, both when the site is attended and unattended during off-hours, holidays, and nighttime hours. This includes vehicles, equipment, and materials. 16. Do not keep vehicles , equipment, or materials related to this permit within the highway ROW limits except those items that are actively being used in the work operation. 17. Perform all permitted work without obstructing or closing any part of any travel lane or fully closing any road unless authorized by WisDOT. 18. Derive no direct access to install, maintain , or repair the connection from a freeway travel lane , shoulder, or from any interchange ramp unless authorized by WisDOT in this permit . If access is needed due to an emergency, immediately contact the Wisconsin State Patrol and WisDOT Region Office listed on this permit. The u se of freeway median crossovers to make U -turns or obtain highway access is prohibited and subject to citation by law enforcement. 19. Any disturbance to, operation within, or use of a highway median is prohibited unless authorized by WisDOT in this permit. 20. Coordinate the permitted work and in no case interfere with any ongoing highway improvement project. 21. When working upon a highway, flashing green warning lamps may be used by WisDOT, county, and municipal highway department vehicles under Wis. Stat. § 347.26(7) and utility vehicles under 2023 Wisconsin Act 155. Contractor vehicles shall not use green warning lamps. (Note: Once a permit is issued, the applicant become the permittee) Page 5 of 6 CONSTRUCTION 22. Notify the WisDOT representative listed on this permit 3 days before starting any work and call Diggers’ Hotline 811 or (800) 242 -8511. 23. Determine the locations of any existing facilities in the area affected by the permitted work and protect or take actions needed to protect them from any damage. All notifications to facility owners, including but not limited to utilities, are the permittee’s responsibility. 24. Always keep a complete copy of the permit (which may be electronic) at the job site when the permitted work is ongoing. If applicable, a lso keep a copy with a project manager or supervisor familiar with the permit and all of its details and requirements. 25. Construction methods shall meet the requirements of this permit and be performed in accordance with methods and procedures set forth in the current edition of WisDOT’s Standard Specifications for Highway and Structure Construction. 26. Install the connection in the specified permit location. Upon discovery of any error in placement or upon WisDOT order, move any part of the connection to the correct location. Any connection part located other than as specified in this permit exists at permittee’s sole risk. Accordingly, if the same is undetected or is suffered to remain in variance to the permit, the permittee shall hold the State, its employees, agents, and officers harmless and free of any cost, claim or liability associated with any accidental damage to such facility that may result from a highway construction, maintenance, traffic control, or ROW management project or function . 27. The permittee may be required to excavate part of the ditch bottom or backslope to properly install a culvert endwall. Direct questions about this work to the WisDOT Region office that issued this permit. 28. Do not at any time open any greater length of trench than necessary to maintain essential work progress. Use temporary sheeting, shoring, or trench boxes as needed to prevent cave -ins. 29. Comply with applicable laws, rules, policies, and regulations when acting under this permit especially when within tribal or federal lands. Provide documentation as needed when on WisDOT ROW to prove compliance or coordination with the following agencies : • Wisconsin Historical Society to avoid or mitigate any potential cultural resource (archeological, historical, burial site, etc.) impacts per Wis. Stat. § 44.40. • Department of Natural Resources to avoid or mitigate any potential stormwater runoff, site erosion, we tland, waterway, and endangered or threatened species impacts. 30. Comply with all applicable regulations and codes, including, but not limited to, the U.S. Department of Labor, Occupational Safety and Health Administration, 29 CFR Part 1926 for construction safety precautions and operations. EROSION CONTROL 31. Implement erosion control best management practices (BMPs) prior to and during work operations pursuant to Wis. Admin. Code Ch. NR 151 and any applicable municipal or county ordinances. Provide copies of any required Department of Natural Resources, municipal, or county construction permits. Provide and maintain erosion control BMPs to protect all restored areas upon completion of the permitted work and until replacement vegetation achieves sustained growth . Remove all sediment or material site runoff deposited onto WisDOT ROW and stabilize the area within 24 hours of the release. Immediately clean all sediment or materials deposited onto highway travel lanes or shoulders. Clean downstream ditches , culverts, and storm sewers to ensure positive flow prior to finalizing the work . Remove temporary erosion control BMPs following work completion. AFTER CONSTRUCTION 32. Send electronic notice to the WisDOT representative who approved this permit within 10 calendar days of completing the work including all restoration. Notice may also be sent via telephone or regular mail. 33. Cure faults related to work or facilities under this permit that, in WisDOT’s opinion, obstruct highway drainage or in any other manner adversely affect highway maintenance or operation, and restore the ROW as directed by WisDOT and to its satisfaction. 34. Alter the permitted connection as may be ordered by WisDOT to facilitate highway improvements, safety, operations, or maintenance . Accept all costs of constructing , maintaining, altering, temporarily moving, or relocating the permitted connection. RESTORATION 35. All restoration work shall meet qualities, grades, compactions , and conditions of this permit and be performed in accordance with methods and procedures set forth in the current edition of WisDOT’s Standard Specifications for Highway and Structure Construction. For temporary permits, complete all restoration prior to the expiration date. 36. Promptly restore to WisDOT’s satisfaction and at least pre -existing conditions any highway facil ity, surface, shoulder, curb, gutter, sign, sidewalk, driveway, gravel base, ballast , ditch, vegetation, drainage appurtenance, guardrail, electric conduit/cable, or property of any type or other ROW element disturbed by any work under this permit. 37. Sawcut all pavement full -depth when open cutting. Restore concrete pavement in conjunction with WisDOT standard detail drawing 13C9. Remove and restore concrete pavement to the nearest joint for full lane width or provide a detailed joint plan for review and approval. The minimum patch dimension is 6’ by the full lane or shoulder width. High early strength concrete may be specified if needed. For concrete pavement repair guidance, s ee FDM 14 -25-10, Exhibit 10.1 . The minimum asphalt patch dimension is 6’ by the distance to the nearest joint or seam. Only use hot mix asphalt. 38. Backfill all excavations permitted within highway pavement or shoulder areas with suitable granular material, placed in lifts or layers 12” or less each in depth, and mechanically compact to meet appropriate density. Do not use water jetting to perform mechanical compaction. Repair to WisDOT’s satisfaction any subsequent heaving, settling, or other defects or faults attributable to the permitted work. 39. Adjust manhole covers, shut-off and regulator valves, and like facilities to the level of the immediately adjacent grades . 40. Restore any turfed ROW area disturbed under this permit with fine - graded topsoil having a depth of not less than 4 ” and reseeded to perennial grass or sodded to WisDOT’s satisfaction. Water the planted seed or sod until fully established. 41. Construct smooth and finished slopes at a ll locations where regraded portions of the highway ROW meet the lands of adjacent property owners. Do not trespass on adjacent property owner’s lands. 42. Dispose of any brush, trash , or waste materials resulting from the permitted work off the ROW in accordance with applicable solid waste disposal regulations. Dumping or littering is prohibited. 43. WisDOT may notify permittee that restoration must be completed by a specific time if it is not done voluntarily without delay . If the permittee fails to satisfactorily complete the restoration by the specific time, WisDOT may arrange for the restoration to be completed and bill permittee accordingly. If this occurs, t he permittee shall pay for all restoration costs, which may be tripled under Wis. Stat. § 86.02. SUPPLEMENTAL PERMIT PROVISIONS (#44-67) The permittee shall abide by the following checked provisions: STATE HIGHWAY DETOUR 44. Complete a permit application form to detour state highway traffic (DT1479). This permit shall only be in effect if WisDOT approves the matching DT1479 permit. WORK RESTRICTIONS 45. Daily, holiday, or seasonal work restrictions apply to the permitted work as detailed in the special permit provisions . Review the se restrictions with the WisDOT Region Office identified in this permit. NOTIFICATIONS 46. Contact the WisDOT Region office identified on this permit to arrange for a WisDOT representative to inspect the work site. Perform no work under this permit prior to his/her arrival. 47. Contact the WisDOT Region office identified on this permit prior to completing the permitted work to arrange for an inspection by a WisDOT representative before the permittee’s contractor or work crew leaves the site. 48. Call WisDOT’s Traffic Management Center ( TMC) / - on a weekly basis or as otherwise determined by the TMC before working on any freeway. The TMC may place restrictions on work times and lane/shoulder closures based upon various special events, oversize freight movements, or daily peak travel times. (Note: Once a permit is issued, the applicant become the permittee) Page 6 of 6 TREE & VEGETATION MANAGEMENT 49. Plant trees or vegetation only in the locations and with the species as detailed on the plans included and approved with this permit, or as WisDOT specifies in the field. 50. Replace trees or vegetation removed with the species and in the manner required in any special provisions of this permit. 51. Maintain all plantings according to the special permit provisions. 52. Do not place any sign or marker identifying the plantings within the highway ROW. 53. WisDOT accepts no responsibility for loss occurring to plantings. Be fully aware that plantings are subject to: • Thinning or mortality • Normal hazards from maintenance operations, snow control, and public utility installation, maintenance, or alteration • Trimming or removal when the plantings cause sight distance restrictions or hazardous snow/ice conditions on the highway • Destruction when highway reconstruction is done • Partial or complete abandonment or obliteration, or return to private ownership, if future highway relocations are made • Removal by government authorities, including WisDOT, under Wis. Stat. § 86.03(3)(a) 54. Do not cut, trim, or damage t rees or vegetation to facilitate the permitted connection’s construction or maintenance except as authorized by the owner of such tree or vegetation. (Wis. Stat. § 86.03). Cleanly cut the exposed ends of all tree roots found during excavation with suitable pruning tools immediately after exposure. Comply with all applicable laws, regulations, and local ordinances (even those stricter than WisDOT specifications) governing tree sale, transport, cutting , or pruning and with ANSI A300 , which is the generally accepted industry standard for tree care practices . 55. Trim only trees or vegetation necessary to provide safe clearances or by special provisions. Do not damage n on-target trees or vegetation. Do not clear-cut trees or vegetation. 56. Survey trees or vegetation to be removed and inspect jointly with a WisDOT representative prior to starting any highway ROW work. 57. Do not cut or trim oak trees between April 15 and October 15 to prevent Oak Wilt Disease from spreading unless a thick coat of asphalt base tree paint is applied immediately after any cut, trimming wound, or abrasion made between those dates. 58. Remove each stump in the area where cutting is permitted, including stumps created by windfalls or prior cutting, by cutting the stump flush with ground level or removing it with a stump grinding operation. The permittee shall be responsible for any damages to mowing equipment or any vehicle caused by any stump not being cut in accordance with this requirement. 59. Treat all deciduous tree stumps with an herbicide approved for use to prevent future sprouting. Do not treat evergreen tree stumps. 60. Dispose of all cut, trimmed, or sprayed trees, logs, branches, stumps, and other vegetation in the following manner(s). If more than one box is checked, verify if related special permit provisions have been added. Off-site means off the ROW. In all cases, avoid disturbance to any manicured lawn. Cut trees, logs, or trimmed branches may be chipped and used for mulch on the ROW in a layer not exceeding 3” and in a way that does not interfere with highway drainage Sprayed or basally treated trees and v egetation shall be cut and hauled off-site to a proper location Permittee may haul materials to a specifi c location off-site upon receiving the landowner’s permission Permittee may keep the materials after hauling them off-site Other adjacent landowners may keep the materials off-site Haul only the materials that have salvage value to the nearest county highway department or other designated site for public sale or distribution by WisDOT 61. Promptly restore all natural highway safety features, including but not limited to, living snow fence and headlamp screens. VISION TRIANGLES 62. In addition to the required intersection sight distance (ISD) for the connection, maintain vision triangles to allow drivers approaching or stopped at the connection to safely perform the necessary maneuvers to navigate the connection. This means eliminating all objects that may obstruct driver views. For side road connections, maintain vision triangles in accordance with WisDOT ’s Facilities Development Manual Chapter 11-10-5, section 5.1.4.3. For driveway connections, unless otherwise specified in provision #62, maintain vision triangles as depicted in the shaded areas of the diagram below using an ISD Left of and ISD Right of . On land within the vision triangles, (1) do not erect buildings, signs, billboards, fences, or anything exceeding 3 ’, and (2) do not plant shrubs, trees, hedges, grasses, flowers, and other vegetation that may grow to a height exceeding 3’, or continuously maintain them to not exceed a height of 3’. 63. Follow provision #62 except maintain vision triangle s as depicted in shaded areas of the diagram below measured at from the white edge line instead of the minimum 15’ and using an ISD Left of and ISD Right of . URBAN CONNECTIONS 64. Completely remove existing curb and gutter for construction of the connection. Such removal shall be to the nearest construction joint and saw cut to a minimum length of 3’ for remnant curb. Join all new concrete to existing concrete with No. 4 tie bars. 65. Construct the new concrete curb and gutter such that its gutter pan bottom matches the gutter pan bottom of the existing curb and gutter to allow for the drilling of tie bars into the existing concrete pavement and to allow for an asphaltic overlay if the adjacent curb has been previously overlaid with asphalt . 66. Saw cut the existing asphaltic pavement at a sufficient distance to allow for concrete curb and gutter removal and prevent damage of the remaining asphaltic pavement. After sufficient cure time of the new concrete curb and gutter and driveway apron, overlay the curb flange with asphaltic pavement to match existing . CONSTRUCTION INSPECTION 67. Provide qualified construction engineering inspectors on -site at all times during the project. Provide the name(s) and cellular phone number(s) for the inspectors to WisDOT before any construction begins. The inspector(s) shall ensure the work is being performed in conformance with the plans and WisDOT specifications , which includes items such as work zone traffic control and erosion control. The inspector(s) shall have the authority and responsibility to stop work operations and notify WisDOT when the permit plan and WisDOT specifications are not being followed. SPECIAL PERMIT PROVISIONS (#68- ) The permittee shall also abide by the following provisions: 68. Chippewa falls or its designated representative, is responsible for all maintenance and signing of the authorized path on the state highway right of way.