Village Board Meeting — Agenda Packet

VILLAGE OF MOUNT HOREB E. Main Street Mount Horeb, WI 53572 Phone: (608) 437-6884 Fax: (608) 437-3190 Email: mhinfo@mounthorebwi.info Web: mounthorebwi.info VILLAGE BOARD AGENDA Wednesday, August 5, 2026 at 7:00 PM Municipal Building Board Room 138 E. Main Street Mount Horeb, WI 1) Call to order 2) Pledge of Allegiance 3) Roll call 4) Public Comments on Non-Agenda Items* 5) Consent Agenda a. Consideration of July 8, 2026 Meeting Minutes b. Consider Payment Request No. 2 from Parisi Construction for 2026 Street Improvements Project 6) Agenda Items a. Consideration of the Village of Mount Horeb Emergency Operations Plan b. Consideration of the application from Brian Durtschi requesting approval of ordinance 2026-07, regarding an amendment to the Official Zoning Map to rezone property located at parcel #0606-121-3205-1 from Agriculture (A-1) to Single Family Residential (SF-2). c. Consideration of the Hidden Ridge Subdvision Preliminary Plat d. Consideration of the topic for November 9th, 2026 Disagree Better Community Discussion 7) Committee Reports: a. Community Development Authority b. Dane County Cities & Villages Association Report c. Finance/Personnel d. Historic Preservation Committee Report e. Library Board f. Mount Horeb Area Chamber of Commerce g. Mount Horeb Area Joint Fire Department h. Parks, Recreation, and Forestry Commission Page 1 of 57 i. Plan Commission j. Public Safety Committee k. Public Works Committee l. School Liaison m. Sustainability and Natural Resources Committee n. Tourism Commission o. Utility Commission 8) Reports a. Village President's Report b. Village Administrator's Report c. Village Clerk's Report 9) Closed Session: Establish a negotiation position regarding the Mount Horeb Area Joint Fire Department Fire Protection and Rescue Service Agreement a. The Village Board may convene in closed session as authorized by Wisconsin Statute 19.85(1)(e) for the purpose of deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session. The Village Board may reconvene in open session and discuss and take action on the subject matter discussed in closed session. 10) Meeting adjournment. *Public Comment Policy Members of the public are invited to speak at meetings of all Mount Horeb Public Bodies. To comment, please complete a Public Comment Form at the Meeting Room entrance and submit it to staff before the meeting begins. Comments are limited to three minutes, must be made from the podium, and the speaker must return to the audience after speaking. • Non-agenda item comments are heard at the start of the meeting. Public Body members and staff will not engage in discussion during public comment but may consider topics for future agendas. • Agenda item comments are heard during the relevant item, after the proposers or staff present the item and before Public Body discussion. All public comments on the item will be heard before any discussion by the Public Body. Members of the public will only be allowed to speak outside these public comment times if they are invited by the meeting chair to share additional information requested by the Public Body. If so invited to speak, the member of the public must do so from the podium. Written comments are also welcome. Written comments shall include the name and address of the submitter and should be submitted to the Deputy Treasurer/Governance Coordinator by email at niki.erickson@mounthorebwi.info (subject line: Public Comment Request-Name of Public Body) or delivered by to the Village at: 138 E Main Street, Mount Horeb WI, 53572, ATTN Public Comment Request-Name of Public Body. UPON REASONABLE NOTICE, EFFORTS WILL BE MADE TO ACCOMMODATE THE NEEDS OF DISABLED INDIVIDUALS THROUGH APPROPRIATE AIDS AND SERVICES. FOR INFORMATION OR TO REQUEST THIS SERVICE, CONTACT ALYSSA GAFFNEY, CLERK, AT 138 E MAIN STREET, MOUNT HOREB, WI (608) 437-9404. Page 2 of 57 7/08/26 Village Board Meeting Page 1 VILLAGE OF MOUNT HOREB VILLAGE BOARD MEETING MINUTES JULY 8, 2026 The Village Board met in regular session in-person on the above date in the 2 nd Floor Board Room of the Municipal Building, 138 E Main Street. Call to Order/Roll Call: Village President Ryan Czyzewski called the meeting to order at 7:01pm. The Pledge of Allegiance was recited. Present were Trustees White, Schellpfeffer, Gauger, Kelley, and Best. Jones was absent. Also present were Administrator Gabe Altenbernd, Village Clerk Alyssa Gaffney, Village Attorney Bryan Kleinmaier, and Youth-In-Government student Aaron Fendrick. Public Comments on Non-Agenda Items: Stephen Sopcak voiced his concerns about facility needs in regards to the Lukken project. Consent Agenda: Kelley requested the June 3, 2026 meeting minutes and the SIP for the Encore Brookstone Hills Pocket Neighborhood be pulled off the consent agenda. Schellpfeffer moved, White seconded to approve the following remaining consent agenda items: Appointment of Jeffrey Ingebritsen to Library Board; Modified Certified Survey Map for Encore Brookstone Hills Pocket Neighborhood; Alcohol Beverage License Renewal Applications for The Viking Bar & Grill, 120 Main Street and Melrose on Main, 400 E. Main Street; Appointment of Agent Applications for Alcohol Beverage License Renewals for Guy Evans III, Viking Bar & Grill and Kristen Dresen, Melrose on Main. Motion carried by unanimous voice vote. Kelley stated that her name was spelled wrong in the minutes. Schellpfeffer moved, Best seconded to approved the minutes as amended. Motion carried by unanimous voice vote. Kelley asked about the lighting for the Brookstone Hills Pocket Neighborhood. Altenbernd and Best explained. Best moved, Schellpfeffer seconded to approve the SIP for the Encore Brookstone Hills Pocket Neighborhood. Motion carried by unanimous voice vote. Introduction of Village Administrator, Gabe Altenbernd: Czyzewski introduced Altenbernd as the new Village Administrator. Altenbernd explained his background. Introduction of Southwest Dane Outreach Director, Joan Laundy: Czyzewski introduced Laundy as the new Southwest Dane Outreach Director. Laundy explained her background. Consider the Revised Fundraising Agreement with Dennis Cooley for Recreation Complex: Altenbernd and Jon Hochkammer explained this item. The board discussed. Dennis Cooley was present online to answer questions. Cooley, Czyzewski, and Kleinmaier fielded questions from the trustees. No action was taken. Page 3 of 57 7/08/26 Village Board Meeting Page 2 Consider sale/transfer of Village owned land for stormwater purposes- Hidden Ridge Development: Developers Brian Durtschi and Reed Jones spoke about the proposal and fielded questions from the board. Kleinmaier explained the options to the board. Public Services Director Jeff Gorman was present and also spoke about the proposal. The board discussed. No action was taken, but support was given by consensus. Discuss and Take Action on Authorizing Village Staff to Publish Notice of Intent to Circulate an Annexation Petition: Kleinmaier explained the petition and process. Best moved, White seconded to authorize staff to circulate the petition. Motion carried by unanimous voice vote. Consider Proclamation for Independent Retailers Month: Czyzewski explained the proclamation and read it aloud. Schellpfeffer moved, White seconded to approve the proclamation. Motion carried by unanimous voice vote. Committee reports: All committee reports were given, with no action taken. Village President’s report: Czyzewski included a written report in the packet. He also thanked Hochkammer for his time with the Village. Village Administrator’s report: Hochkammer had included a written report in the packet. Altenbernd also thanked Jon Hockhammer for his Interim work and onboarding, and spoke about the “Disagree Better” series being hosted by the Library. Village Clerk’s report: Gaffney spoke about absentee voting and returning ballots for the August 11th Partisan Primary Election. Closed Session: Discuss and Take Action on Mount Horeb Recreational Complex Fundraising Professional Services Agreement. The Village Board may convene in closed session as authorized by Wisconsin Statute 19.85(1)(e) for the purpose of deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session. The Village Board may reconvene in open session and discuss and take action on the subject matter discussed in closed session: Gauger moved, Schellpfeffer seconded to convene to closed session at 8:20pm. The board discussed in closed session. Gauger moved, White seconded to reconvene to open session at 9:16pm. Czyzewski stated that the board gave direction to staff to update the contract, which will come back to a future meeting. Page 4 of 57 7/08/26 Village Board Meeting Page 3 Closed Session: Potential Land Transaction with Hidden Ridge Development. The Village Board may convene in closed session as authorized by Wisconsin Statute 19.85 (1)(e) Deliberating or negotiating the purchase of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session: This item was not needed. Adjournment: With no further business before the board, Gauger moved, Schellpfeffer seconded to adjourn @ 9:17pm. Motion carried by unanimous voice vote. Minutes by Alyssa Gaffney, Village Clerk Page 5 of 57 AGENDA ITEM REPORT MEETING DATE PREPARED BY August 5, 2026 AGENDA ITEM # 5.b Consider Payment Request No. 2 from Parisi Construction for 2026 Street Improvements Project BACKGROUND RECOMMENDATION ATTACHMENTS 1. LTR 2026-0728 Pay Request 2 PARISI 26-100 Page 6 of 57 44 East Mifflin Street, Suite 500, Madison, WI 53703 T 608.251.1177 F 608.251.6147 July 28, 2026 Gabe Altenbernd Village Administrator VILLAGE OF MOUNT HOREB 138 East Main Street Mount Horeb, WI 53572 Re Pay Request No. 2 – Contract 26-100, 2026 Street Improvements Dear Gabe, Enclosed is Payment Request No. 2 from Parisi Const ruction, LLC for work performed to date on the above referenced project. This payment request is recommended for payment in the amount of $215,882.75. A summary of the payment is listed bel ow, and the detailed request has been attached. TOTAL AMOUNT REQUESTED TO DATE $237,245.00 LESS RETAINAGE $11,862.25 NET AMOUNT DUE $225,382.75 AMOUNT OF PREVIOUS PAYMENTS $9,500.00 AMOUNT DUE THIS APPLICATION $215,882.75 If you have questions, please do not hesitate to call. Thank you. Sincerely, Nicholas Johnson, PE Civil Engineer cc: Parisi Construction, LLC via Email Page 7 of 57 Page 8 of 57 Page 9 of 57 Page 10 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN FORWARD Preparation for major emergencies and disasters requires contingency planning not only on the part of the Emergency Management Director (EMD) but by all departments and agencies of local government. The major situations that this plan emphasizes are those that require local government coordination and direction from all community departments, and it may require assistance and support from county, state, and federal governments. It is this need for coordinated emergency operations that distinguishes major emergencies and disasters from the emergencies that police and fire departments deal with every day. Planning is particularly important to emergency operations since the planning of operations in reduced stress environments and resulting guidelines will assist during times of disaster. How a community reacts in the time span before a disaster strikes, to a few hours after, will substantially influence the impact of the disaster on the local area and population. In major emergency situations local government cannot wait, even for a few hours, for state or federal assistance or direction. A community must be prepared to immediately mobilize and coordinate the operations of available local resources in order to minimize the loss of life or property. For this reason, a major responsibility for emergency and disaster preparedness must be assumed by local agencies. This plan is written to include activities that will occur within the Village of Mount Horeb following the activation of the plan. Preparedness activities conducted prior to the onset of an emergency or disaster are not addressed in this document. If any section, provision or clause of this plan shall be held invalid by local policy, the invalidity shall not affect any other provision of this plan. All regulations and/or parts of regulations or ordinances conflicting with any of the provisions of this plan shall hereby be repealed. This emergency operations plan (EOP) shall be in full force and effect from the date of its approval. Page 11 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN CERTIFICATION OF ACCEPTANCE We, the undersigned, have participated in the development of our respective sections of the emergency operations plan. On behalf of our respective departments or government agency, we accept the duties and responsibilities and acknowledge the relationships here established. We further agree to provide all resources in personnel, equipment, and material to perform the assigned task. Revised August ___, 2026 Village President (Print) Village President (Signature) Date Village Administrator Name (Print) Village Administrator (Signature) Date Emergency Mgmt Dir Name (Print) EMD (Signature) Date Police Chief Name (Print) Police Chief (Signature) Date Fire/EMS Chief Name (Print) Fire/ EMS Chief (Signature) Date Public Services Dir Name (Print) Public Works Dir (Signature) Date Water Superintendent Name (Print) Water Superintendent (Signature) Date Electric Superintendent Name (Print) Electric Superintendent (Signature) Date Wastewater Superintendent Name (Print) Wastewater Superintendent (Signature) Date Village Clerk Name (Print) Village Clerk (Signature) Date Village Finance Director Name (Print) Village Finance Director (Signature) Date Page 12 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN TABLE OF CONTENTS I. Statement of Purpose .....................................................................................................1 II. Authority ........................................................................................................................1 III. Assumptions ...................................................................................................................1 IV. Identification of Hazards ................................................................................................2 V. Concept of Operations ...................................................................................................3 VI. Incident Management System .................................................................................... 3-6 VII. Organization and Responsibilities ........................................................................... 6-10 VIII. Direction and Control ..................................................................................................10 IX. Continuity of Government ...........................................................................................10 X. Mutual Assistance Agreements ....................................................................................11 XI. Plan Development and Maintenance ...........................................................................11 XII. Plan Evaluation Procedure ..................................................................................... 11-12 XIII. Record of Changes .......................................................................................................12 XIV. Distribution List ...........................................................................................................12 ANNEXES Annex A: Communications and Warning .......................................................................... 13 I. Statement of Purpose ............................................................................................ 13 II. Situation and Assumption ..................................................................................... 13 III. Continuity of Government .................................................................................... 13 IV. Procedure .............................................................................................................. 13 A. Outdoor Warning and Indoor Warning System ...............................................13 B. Priority Action Checklist .................................................................................14 1. Primary Priorities .......................................................................................14 2. Secondary Priorities ...................................................................................14 3. Continuing Priorities ..................................................................................14 Annex B: Damage Assessment ............................................................................................. 15 I. Statement of Purpose ............................................................................................ 15 II. Situations and Assumptions .................................................................................. 15 III. Concept of Operations .......................................................................................... 15 IV. Organization and Assignment of Responsibilities ................................................ 15 A. Public Services ........................................................................................... 15-16 B. Village Clerk and Office Staff .........................................................................16 C. Community Non-Profit Organizations .............................................................16 V. Direction and Control ........................................................................................... 16 VI. Line of Succession ................................................................................................ 16 VII. Procedure ......................................................................................................... 17-18 A. Pre-Emergency Operations Checklist ..............................................................17 B. Response Operations Checklist ........................................................................17 C. Recovery Operations Checklist .................................................................. 17-18 Page 13 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN Annex C: Emergency Operations Center ........................................................................... 19 I. Statement of Purpose .............................................................................................19 II. Situation and Assumptions ....................................................................................19 II. Concept of Operations ...........................................................................................19 IV. Organization and Assignment of Responsibilities .................................................20 V. Direction and Control ............................................................................................20 VI. Line of Succession .................................................................................................20 VII. Procedure ...............................................................................................................20 A. Pre-Emergency Operations Checklist ..............................................................20 B. Response Action Checklist ..............................................................................21 C. Recovery Operations Checklist ........................................................................21 D. EOC Equipment and Supplies .........................................................................21 E. EOC Facility Security ......................................................................................22 F. Crisis Management Team Roster .....................................................................22 Annex D: Evacuation ............................................................................................................ 23 I. Statement of Purpose .............................................................................................23 II. Situations and Assumptions ...................................................................................23 III. Concept of Operations ..................................................................................... 23-24 A. Primary and Secondary Routes ........................................................................24 B. Re-Entry Recommendations ............................................................................24 IV. Organization and Responsibilities .........................................................................25 V. Direction and Control ............................................................................................25 VI. Continuity of Government .....................................................................................25 VII. Procedure ......................................................................................................... 25-26 A. Response Operations Checklist .................................................................. 25-26 B. Recovery Operations Checklist ........................................................................26 Annex E: Fire and EMS ....................................................................................................... 27 I. Statement of Purpose .............................................................................................27 II. Situations and Assumptions ...................................................................................27 III. Concept of Operations ...........................................................................................27 IV. Organization and Responsibilities .................................................................. 27-28 A. Fire ............................................................................................................. 27-28 B. EMS .................................................................................................................28 V. Direction and Control ............................................................................................28 VI. Line of Succession .................................................................................................28 VII. Procedure. ........................................................................................................ 29-30 A. Pre-Emergency Checklist.................................................................................29 B. Response Operations Checklist........................................................................29 C. Recovery Operations Checklist.................................................................. 29-30 Annex F: Law Enforcement ..................................................................................................31 I. Statement of Purpose ............................................................................................. 31 II. Situations and Assumptions………………………………………………………31 III. Concept of Operations ...................................................................................... 31-32 IV. Organization and Responsibilities .......................................................................... 32 A. Village of Mount Horeb Police Department .................................................... 32 Page 14 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN B. Dane County Sheriff’s Office ..............................................................32 C. Outside Assisting Agencies .................................................................32 D. Village of Mount Horeb Public Services Department .........................32 V. Direction and Control ...................................................................................... 32-33 VI. Line of Succession .................................................................................................33 VII. Procedure ......................................................................................................... 33-34 A. Pre-Emergency Checklist .................................................................................33 B. Response Operations Checklist .................................................................. 33-34 C. Recovery Operations Checklist ........................................................................34 Annex G: Public Information .............................................................................................. 35 I. Statement of Purpose .............................................................................................35 II. Situations and Assumptions ...................................................................................35 III. Concept of Operations ...........................................................................................36 IV. Organization and Assignment of Responsibilities .................................................36 V. Direction and Control ............................................................................................36 VI. Line of Succession .................................................................................................37 VII. Procedure ...............................................................................................................37 A. Pre-Emergency Operations Checklist ..............................................................37 B. Response Operations Checklist ........................................................................37 C. Recovery Operations Checklist ........................................................................37 Annex H: Public Health ........................................................................................................ 38 I. Statement of Purpose .............................................................................................38 II. Situations and Assumptions ...................................................................................38 III. Concept of Operations ...........................................................................................38 IV. Organization and Assignment of Responsibilities .................................................38 V. Direction and Control ............................................................................................39 VI. Procedure ...............................................................................................................39 A. Pre-Emergency Operations Checklist ..............................................................39 B. Response Operations Checklist ........................................................................39 C. Recovery Operations Checklist ........................................................................39 Annex I: Public Services ....................................................................................................... 40 I. Statement of Purpose .............................................................................................40 II. Situation and Assumption ......................................................................................40 III. Concept of Operations ...........................................................................................40 IV. Organization and Assignment of Responsibilities ........................................... 40-41 A. Public Services Department ....................................................................... 40-41 B. Water and Sewer Department ..........................................................................41 V. Direction and Control ............................................................................................41 VI. Procedure ...............................................................................................................41 A. Pre-Emergency Operations Checklist ..............................................................41 B. Response Operations Checklist ........................................................................42 C. Recovery Operations Checklist ........................................................................42 Page 15 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN Annex J: Shelter Operations ................................................................................................ 43 I. Statement of Purpose .............................................................................................43 II. Situation and Assumption ......................................................................................43 III. Concept of Operations ...........................................................................................43 IV. Organization and Assignment of Responsibilities .................................................44 V. Procedure ......................................................................................................... 44-45 A. Pre-Emergency Operations Checklist ........................................................ 44-45 B. Response Operations Checklist ........................................................................45 C. Recovery Operations Checklist ........................................................................45 Annex K: Resource Management ........................................................................................ 46 I. Statement of Purpose .............................................................................................46 II. Situation and Assumption ......................................................................................46 III. Concept of Operations ...........................................................................................46 IV. Organization and Assignment of Responsibilities ........................................... 46-47 A. Village of Mount Horeb Emergency Management Director ...................... 46-47 B. All Village Departments ..................................................................................47 V. Direction and Control ............................................................................................47 VI. Procedure ......................................................................................................... 47-48 A. Pre-Emergency Operations Checklist ..............................................................47 B. Response Operations Checklist .................................................................. 47-48 C. Recovery Operations Checklist ........................................................................48 Annex L: Finance ................................................................................................................. 49 I. Statement of Purpose .............................................................................................49 II. Situations and Assumptions ...................................................................................49 III. Concept of Operation ....................................................................................... 49-50 IV. Organization and Responsibility ............................................................................50 V. Procedure ......................................................................................................... 50-51 A. Pre-Emergency Operations Checklist ..............................................................50 B. Response Operations Checklist.................................................................. 50-51 1. Primary Priorities – Initiate Immediately ..................................................50 2. Secondary Priorities ............................................................................. 50-51 3. Continuing Priorities ..................................................................................51 C. Recovery Operations Checklist........................................................................51 D. Line of Succession .......................................................................................... 51 Glossary of Terms ....................................................................................................................52 APPENDICES Appendix 1: Highest Elected Official Check List……………………………………………54 Appendix 2: Response Timeline………………………………………………………… 55-60 Appendix 3: Warning Signal Coverage Map………………………………………………...61 Appendix 4: Emergency or Disaster Proclamation Template………………………………..62 Appendix 5: Public Services List of Vehicles/Equipment………………...……………...63-64 Appendix 6: EOC Equipment and Supply…………………………………………………...65 Page 16 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN Appendix 7: EOC Organization Chart …………………….……………………………...…66 Appendix 8: Map of Jurisdiction……………………………………………………………..67 Appendix 9: Evacuation Routes……………………………………………………………...68 Appendix 10: Radio Template List……….……………………………………………...…..69 Page 17 of 57 1 I. STATEMENT OF PURPOSE The objective of preparing emergency plans is to create the capacity for local government to save the maximum number of lives in the event of a major emergency or disaster, minimize injuries, protect property, preserve functioning civil government, and mai ntain and support economic activities essential for the survival and eventual recovery from an emergency or disaster. In the past, emergency and disaster plans were written to deal with the effects of one or more disaster situations. It is now felt that all emergencies and disaster situations have certain commonalities. On March 1, 2004 the Department of Homeland Security instituted a comprehensive national approach to incident management known as the National Incident Management System ( NIMS). This plan will focus on developing an emergency management system capable of operating in any type of emergency or disaster whethe r natural, technological or civil following the NIMS protocols. Specific actions that are further described in the concept of operations will be outlined in functional annexes developed for each operational department of the Village of Mount Horeb. II. AUTHORITY This plan is written based on the authority provided by Wisconsin State Statutes inclusive of but not limited to Chapters 299 and 323 as well as Village of Mount Horeb Ordinances inclusive of but not limited to Chapter 6. This plan also conforms to Homeland Security Presidential Directive (HSPD)-5 which requires all municipalities to operate under NIMS protocols. III. ASSUMPTIONS A. Officials of the Village of Mount Horeb can assume that the period during response and recovery shall remain the responsibility of those officials as outlined herein. Local resources shall be used first, then mutual aid resources, and finally state and federal assistance. Individuals and agenci es shall be used in familiar roles to the extent practical, and nonessential functions will be offered so that these resources may be diverted to the emergency. B. The local Emergency Management Director (EMD) shall serve as the chief staff aid to the Village President. All agency or department heads will continue to control their organizations at the direction of the Village Administrator. The Emergency Operations Center (EOC) shall be staffed by representatives of all designated local organizations for the purpose of coordination and centralized direction and control. 1. The Village of Mount Horeb has capabilities and resources which, if effectively employed, would minimize or eliminate the loss of life and property damage in the event of a major emergency or disaster. Page 18 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN 2 2. Dane County and the S tate of Wisconsin (through its coordinating agency, the Wisconsin Emergency Management Agency) have both equipment and personnel available to assist the Village of Mount Horeb in emergency or disaster response and recovery efforts. 3. Some of the hazards that may affect the Village of Mount Horeb may occur after implementation of warning and other preparedness measures, but others may occur with little or no warning. 4. Initial response to any emergency will be made by the first response agencies of the Village including the police, fire/EMS and public works departments. 5. Depending on the severity and magnitude of the emergency, it may be necessary to request additional assi stance to control the situation. T his assistance may be provided in the form of community services officers or trained volunteers. Additional assistance may be provided from outside governmental mutual aid associations or from the private sector. 6. Standard operating procedures are in place or being prepared by each of the functional departments outlining specific procedures to support the assignments outlined in this plan. 7. This plan has been prepared, integrating all operational departments, in a comprehensive effort to prepare for major emergencies and disasters following the “All Hazards” approach. IV. IDENTIFICATION OF HAZARDS A. The Village of Mount Horeb is vulnerable to many different types of natural, technological/industrial, and civil/political hazards capable of creating a major emergency or disaster situation. Specific hazards, listed in no specific order or ranking, determined to be of major concern are listed below: 1. Natural Hazards a. Earthquakes b. Floods c. Severe and Excessive Heat or Cold d. Severe Thunderstorm/High Winds/Lightning e. Tornados f. Winter Storms/Snow/Ice g. Wildfire 2. Technological/Industrial Hazards h. Commercial Transportation Accidents (Air, Rail, Road) i. Hazardous Materials Incident (Fixed Site, Transportation, Nuclear) j. Structural Collapse k. Utility Failure (Electric, Gas, Phone, Sewer, Water) l. Fire/Explosion Page 19 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN 3 3. Civil/Political Hazards m. Terrorism n. Riots o. Sabotage p. Civil Disturbance/Strikes q. Extortion r. Hostage Situations s. Active Killer / Mass Casualty V. CONCEPT OF OPERATIONS The difference between normal day -to-day operations and emergency operations must be understood if emergency management is to be effective. During non -emergency periods, operational departments go about their daily business under the direction of a department head or chief. During a period of emergency or disaster , the department heads who previously provided direction to their forces continue to do so in time of emergency. During a major emergency or disaster situation, department heads will function and coordinate response from the EOC (when practical) located in the EOC / Training Room of the Village of Mount Horeb Public Safety Building, 400 Blue Mounds Street Mount Horeb, WI 53575. VI. INCIDENT MANAGEMENT SYSTEM/UNIFIED COMMAND SYSTEM Response to major emergencies and disasters is based on an integrated incident management/ unified command system which includes m unicipal and county involvement and may require support and assistance from the state and federal government. Operations conducted under this plan will be accomplished based on this model. Most major emergencies and disasters occur with little warning. The first notification usually comes from a call to the 911 telecommunicator or visual manifestation of the disaster, as in the c ase of a tornado, derailed train, or airliner falling from the sky. In each instance, the first to respond to the event are the community’s first response agencies, fire/EMS and law enforcement. This may be a munic ipal police and fire department within the municipal corporate limits or the county sheriff and fire/EMS units from outside jurisdictions. A. Step 1 - Arrival and establishment of command - Upon arrival at a scene, an incident commander will be identified, and the incident command system/unified command system will be initiated. A formal command post will be established and clearly identified, and staff officers from each responding principle will report to that site. B. Step 2 - Assessment of the situation - The incident commander and their staff will begin a rapid assessment of the situation to determine if the incident can be handled by first responders or if additional assistance is needed. If the situation requires resources above those normal resources at the disposal of the incident commander, the EMD and Village Administrator will be notified. C. Step 3 - Activation of the emergency management system - If the situation appears to exceed normal resources, the jurisdiction’s EOC shall be activated , and all affected department heads will be called in. The county’s office of emergency management will be notified at this point. Once the EOC is activated, joint communications will be maintained between the forward command post, municipal EOC, and the county EOC. The county office of emergency management will notify the Southwest Incident Page 20 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN 4 Management Team of the potential emergency and will staff the county EOC if needed. The EMD will also initiate a situation report and formally notify key agencies that an emergency is underway. D. Step 4 - Assessment of the jurisdiction’s ability to cope with the situation - If it is determined that a situation can be handled locally with the available normal resources, the Village President / EMD should then declare a “State of Emergency. ” This declaration authorizes the activation of the local emergency plan, and authorizes the rendering of assistance by the jurisdiction. If the jurisdiction is not able to manage the situation, a declaration of “State of Disaster” should be initiated. The disaster declaration formally identifies that the situation is larger than the jurisdiction can handle, and county assistance is formally requested. E. Step 5 - Requesting assistance - The mechanism for requesting disaster assistance is to contact Dane County Emergency Management. Prior to going further, the county must expend its available resources including equipment owned by the county and that available from neighboring municipalities and townships, before going to the state. If state government assistance is needed (i.e. National Guard, etc.), the Village President must indicate this to the county. Again, the county must have expanded its available resources and then must make that request through the Wisconsin Emergency Management Agency. F. Step 6 - Activation of the county emergency management system - Following a request for county assistance, county primary agencies will be activated and respond. In addition, the Southwest Incident Management Team will be notified , and a limited activation of the county EOC, by representatives of county primary agencies, may occur. A situation assessment process will then begin. This assessment will assist county officials in determining if county resources will be adequate to meet the local request for ass istance or if state or federal assistance will be required. Finally, a representative from the office of emergency management may be dispatched to the local EOC to confer with local officials. This liaison officer can assist local officials as needed. A second liaison officer may be dispatched to the command post to interface with the incident commander and their staff. G. Step 7 - Assessment of the county’s ability to cope with the situation - Based on information from the stricken jurisdiction, emergency management liaison officers, and county primary agencies, a decision will be made if the assistance can be provided strictly using the county’s normal resources. If the situation can be handled by the county, the Director of the Office of Emergency Management may request the county board chairman to declare a “State of Emergency”, authorizing departments and agencies identified in the plan to perform their assigned emergency duties. Following the declaration, a full activation of the county EOC will occur, and tasked members of the Southwest Incident Management Team will report to the EOC. If the disaster is widespread and cannot be handled by the county’s normal resources, the county board chairman will proclaim a “State of Disaster”, whi ch directs the Director of the O ffice of Emergency Management to request assistance from the State of Wisconsin. This disaster declaration formally declares that the situation is larger than the county can handle and state assistance is requested. Page 21 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN 5 A. Step 8 - Preparing a county wide damage assessment - Through the Office of Emergency Management, the County will work with the Village to develop a detailed damage assessment. This document will detail the number of individuals injured and killed, buildings damaged and destroyed, damage to the infrastructure, etc. This detailed damage assessment must be filed with the State of Wisconsin within 72 hours following the impact of the disaster. While initial response from the state will be forthcoming during this assessment period, federal assistance is based on the data generated by this assessment. B. Step 9 - State disaster assistance - Resources from a variety of state government agencies can be dispatched to assist a stricken jurisdiction or county. Some of the resources are immediately dispatched, such as the Wisconsin State Patrol, Wisconsin Department of Natural Resources and the Wis consin Department of Transportation, while others are dispatched following coordination through the State of Wisconsin Emergency Operations Center. Following notification, the Wisconsin Emergency Management Agency (WEMA ) will dispatch a regional Director to the Dane County EOC to serve as a liaison between the county and state. This liaison officer acts as a conduit for requests for any state assistance, as well as providing information about state response to the county, for relay to the stricken jurisdiction(s). WEMA also has a major responsibility of preparing the request for a Presidential Disaster Declaration for the governor. If the disaster is widespread and the state resources will be overtaxed, in cooperation with the county and the stricken jurisdiction(s), the state will provide a detailed assessment of the damage and its effect on the community and its residents to the Federal Emergency Management Agency (FEMA). Based on the severity and magnitude of the situat ion, the governor will request the President to declare a major disaster or an emergency for the state, and the President will issue a declaration, as warranted. The declaration process will be carried out under the authority of Public Law 93-288, as amended. C. Step 10 - The Presidential declaration - If criteria are met, the President will declare the county with either an emergency or disaster area. This declaration will authorize the rendering of a variety of aid, primarily financial, to affected residents and units of government. An emergency declaration will authorize limited assistance from specific agencies, while a disaster declaration will authorize a full range of federal assistance to the county. For certain situations, the President may declare an emer gency, with or without a governor’s request, as specified in Title V of P.L. 93-288, as amended. Under Title V, the President may direct the provision of: 1. Section 501(a)- based on a request of the governor, or Page 22 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN 6 2. Section 501(b) - upon the determination of the President that an “emergency exists for which the primary responsibility for response rests with the United States.” Federal agencies have been grouped together under functional emergency support functions (ESF’s) to facilitate the provision of response and recovery assistance to the county through the state. All federal response assistance will be provided using some or all of the ESF’s as necessary. A Federal Coordinating Officer (FCO) will be appointed by the president to coordinate federal activities. The FCO will work with the State Coordinating Officer (SCO), appointed by the governor, to identify overall requirements including unmet needs and evolving support requirements, and coordinate these requirement s with the ESF’s. The FCO will coordinate response activities with the ESF representatives to ensure that federal resources are made available to meet the requirements identified by the county and state. VII. ORGANIZATION AND RESPONSIBILITIES Most village departments have emergency functions in addition to their normal day-to-day duties, however, these functions usually parallel or compliment normal responsibilities. Each village department is responsible for the development of specific standard operating procedures (SOPs) detailing how they will function in support of the responsibilities outlined in this plan. The purpose of this section is to identify areas of major concern in the villa ge emergency management program and to further identify w hich village department is responsible for managing that particular function. Specific details, checklists, and supporting documentation can be found in an annex corresponding to the functional area described below. A. Communication and Warning - The Dane County Communications Center is responsible for the community -wide dispatch serv ices. During an emergency, the Communications Center serves as a source of intelligence for the EOC staff and a location for dissemination of information and warning to the public. An alternate EOC shall be the Step Room at the Mount Horeb Middle School and shall be utilized when necessary. Notification plans are located in the Communications Center and EOC to be used for notifying key offici als of an emergency situation. Detailed information regarding the communication and warning procedures can be found in Annex A (page 13). B. Damage Assessment - The Village of Mount Horeb Public Services Director and Fire Chief are primarily responsible for the operation of the damage assessment program. In times of emergency, these departments are assisted by outside personnel. The primary disaster related function of these departments is to perform preliminary assessment to determine to what extent the village has been damaged and secondly, to declare unsafe buildings, thereby preventing further injury and possible loss of life. Appointed damage assessment field team personnel will complete on-site inspections and will forward damage assessments to the EOC allowing compilation of an overall community damage assessment. The damage assessment process may be accomplished jointly by the municipality supported by the county and unaffected municipalities. The village damage estimate information will be forwarded, as soon as possible, to the Dane County Office of Emergency Management for inclusion in a consolidated county wide damage estimate. This consolidated damage estimate will Page 23 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN 7 be forwarded to the Wisconsin Emergency Management Agency. Detailed information regarding the damage assessment procedures can be found in Annex B (page 15). C. Emergency Operating Center - The Village of Mount Horeb Emergency Management Director (EMD) is responsible for the overseeing of the operations of the village EOC. This facility is located as in the EOC / Training Room at the Public Safety Building. The EOC serves as a central point to control operations in the event of a major emergency or disaster situation. The EMD, Village Administrator, operational department heads (or designees), Fire Department Designee, and supporting staff would staff this facility when fully activated. The EOC can quickly be brought to a state of operational readiness in time of need. The EOC serves as a control point to control operations in the event of a major emergency or disaster. Detailed information regarding the emergency o perating center can be found in Annex C (page 19). D. Evacuation - Evacuation is a procedure which involves the moving of the civilian population from an actual or potential hazard area. The Village Administrator and EMD have the authority, based on state law to recommend a major evacuation. Smaller limited evacuations may be ordered by the EMD or the Fire Chief in the event of fire, hazardous materials incidents, hostage situations, etc. Detailed information regarding the evacuation plan and procedures can be found in Annex D (page 23). E. Fire and EMS - The Mount Horeb Area Joint Fire Department is the primary agency responsible for providing fire and rescue services to the village. The fire department is staffed by full time and paid -on-call personnel. In times of emergency, additional resources and equi pment can be provided by neighboring communities and fire districts, through formalized mutual assistance agreements. The Mount Horeb Area Joint Fire Department is a member of MABAS Division 115. As a result, considerable amounts of mutual aid fire and res cue equipment can be provided from surrounding communities. The fire department is responsible for prevention and suppression of fire as well as conducting light and heavy -duty rescue operations. The Mount Horeb Area Joint Fire Department is the primary ag ency responsible for the operation of Emergency Medical Services (EMS). The fire department presently provides Advanced Level Emergency Medical Services and by use of flexible staffing or mutual aid can provide ALS Paramedic Services to the community. In t imes of emergency, the fire department would be supported in their efforts by personnel from neighboring MABAS Divisions. 1. Major hospitals that serve the emergency medical needs of the village include; St. Mary’s Hospital – Madison, Meriter Hospital, UW Hospital – Main Campus (Level 1 Trauma Center), Upland Hills Hospital (Dodgeville), and William S. Middleton Memorial Veterans Hospital. A system known as Base Hospital can be activated on incidents inside Dane County. Base Hospital is used for a Mass Casualty Incident (MCI) which is expected to result in ≥ 5 (five) patients requiring EMS transport from the scene. The Fire Chief will coordinate the fire/rescue/EMS operations in the EOC during times of emergency or disaster. Detailed Page 24 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN 8 information regarding the operation and capabilities of the fire, rescue and EMS can be found in Annex E (page 27). F. Law Enforcement - The Village of Mount Horeb Police Department is the primary agency responsible for the provision of law enforcement services. The p olice department is staffed by 17 full-time sworn officers and three civilian staff members (1 full -time and 2 part -time). The police department is responsible for law enforcement and crime prevention activities in addition to traffic and crowd control during periods of emergency. Additional law enforcement resources are available from the Wisconsin State Patro l, Dane County and Iowa County Sheriff’s Office ; Madison, Fitchburg, Oregon, Verona, M iddleton, and Dodgeville Police Departments; C.A.P.M.A.R (Capitol Area Police Mutual Aid Response); and federal law enforcement agencies. National Guard assistance is available only by following the declaration of local emergency by the Village President / Emergency Management Director and through direct request of the Village President to the county for relay to the Wisconsin Emergency Management Agency, provided that the guard is not already activated as part of its national mission. The State of Wisconsin will determine whether the National Guard or other state law enforcement asset i s appropriate to handle the requested mission. The Police Chief or designee will coordinate all law enforcement operations from the EOC during times of emergency or disaster. Detailed information regarding law enforcement operations can be found in Annex F (page 44). G. Public Information - The Village Administrator, Village President, and appointed public information officer are primarily responsible for the operation of the public information portion of the plan, supported in this effort by the Dane County Dispatch Center. The primary pur pose of the public information is two -fold; first, to ensure adequate pre-emergency information is available to the general public to inform them of the appropriate actions that they should take in a time of emergency; secondly, the public information switches to “public notification” during an emergency or disaster to provide up -to- date warning and advisory information to the public. They are supported in this effort by the Police Chief , Fire Chief, EMD and public services director. The primary purpose of the emergency public information system is to provide up -to-date warning and advisory information to the public. Public information during pre -emergency periods utilizes all available media outlets including newspaper, radio, television, social media, Village website, etc. in the event of an emergency, public notification will be made primarily through local radio stations. Activation of the area using a Telephone Notification System (reverse 911), however, must be made through the incid ent commander, who will request Dane County Dispatch Center to deploy that system. To ensure continuity of public information during a period of emergency or disaster, a Joint Information Center will be established . Press statements will be made, or cleared through the Village Administrator, EMD or their alternate. In accordance with federal guidelines, all emergency media releases will be cleared through the Village Administrator, or their alternate, prior to their release. During large scale situations involving multiple municipalities or the county, media releases will be coordinated with all affected jurisdictions to ensure the release of factual and timely information. The village may also participate in staffing a joint information center, staffed with representatives of other affected municipalities, the county, and involved state and federal agencies. Detailed information regarding the emergency public information Page 25 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN 9 system can be found in Annex G (page 48). H. Public Health - Health and mortuary services are primarily the responsibility of Dane County governments. Dane County Human Health and Human Services is primarily responsible for three health areas including environmental health, public health and mental health. Publi c health activities include supporting sheltering and mass care operations and staffing field first aid stations during recovery operations, in cooperation with the fire department, EMS and area hospitals providing health services to those individuals that can’t be moved following an evacuation, providing antidotes and immunizations as necessary. Environmental health activities include varying the sanitary conditions of food service and public sanitary facilities, assessing the quality of portable water sup plies, assessing the disaster’s impact on environmental health, and preventing the potential spread of any disease or infection create by the disaster. Mental health activities include providing crisis counseling to disaster victims, families, and emergenc y workers. The Dane County Medical Examiner’s Office is responsible for the removal, identification, and disposition of victims of a disaster situation. Detailed information on each of these agencies, their capabilities and operations can be found in Annex H (page 51). I. Public Services - The public services responsibilities are a shared function of the Village of Mount Horeb Utilities (Water/Serwer and Electric) Departments and Street Departments. The water department is primarily responsible for providing a safe potable water supply of adequate quantity and flow to support the Village in an emergency. The wastewater department manages the conveyance, treatment, and safe discharge of the village sewage waste products. The electric department is primarily responsible for pr oviding power to all residents and maintaining and/or restoring power during an emergency. The street department is primarily responsible for maintaining village streets in an open and drivable condition. Additionally, in an emergency or disaster, the street department is responsible for debris and snow removal to ensure accessibility for emergency vehicles. Public services functions will be coordinated from the EOC by the public services director or designee. Detailed information regarding the public works function can be found in Annex I (page 53). J. Shelter Operations - Responsibility for the protection of life and property of community residents is a function of local government. The EMD is responsible for the development of a community shelter plan designed to protect community residents and daily workforce in the event of a major emergency or disaster. While the primary authority for operation of the shelter system is delegated to the American Red Cross, the Village of Mount Horeb continues to retain the responsibility. The EMD and Red Cross work jointly on the select ion and development of shelter facilities, training of staff, and plan preparation. During peacetime emergencies, operation of the shelter facilities is primarily delegated to the Red Cross. However as indicated in Red Cross guidelines, in the event of an international confrontation, Red Cross personnel would work for the community and shelter operations would be the sole responsibility of the EMD. Detailed information regarding the shelter procedures can be found in Annex J (page 56). Page 26 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN 10 K. Resource Management - This annex is designed to provide the identification of resources available to the Village of Mount Horeb during disaster situations. The Village of Mount Horeb Emergency Management Director shall serve as resource administrator and be responsible for coordinating all resource-related functions. Any requests for federal or state resource assistance will be forwarded through the EOC. Detailed information regarding resource management can be found in Annex K (page 59). L. Finance - This annex provides guidelines for the tracking of financial and personnel costs incurred during a disaster or emergency situation. The village finance director is responsible for ensuring that adequate funding is available for the community to make the necessary expenditures to effectively respond to the disaster or emergency. The village finance director will work to ensure all of the expenditures are properly tracked to meet guidelines for state and federal reimbursement. Detailed information regarding finance can be found in Annex L (page 62). VIII. DIRECTION AND CONTROL In accordance with the Wisconsin Emergency Management Agency Plan, the Village Emergency Management Director, or their emergency interim successor, functioning as the principle executive officer will be responsible for commanding all emergency operations within the village. Upon determination that a major emergency or disaster has occurred, each department head will be notified and will report to the EOC. As in normal daily operations, each department head will be responsible for the operation of their department and shall direct their response and recovery operations from the EOC. The emergency operation center for the Village of Mount Horeb is located in the EOC / Training Room of the Public Safety Building, 400 Blue Mounds Street. The Joint Information Center will be established as needed . All media personnel will be directed to that location for timely and factual information regarding the effects of the current situation and community response. In accordance with federal regulations, the village will implement the incident management system or unified command structure as a management tool for the management of emergency response activities. Based on the hazards outlined, the following department s have been identified as the incident commander for each of the identified hazards: A. Natural Hazards - Fire Department / Police Department B. Technological/Industrial Hazards - Fire Department C. Civil/Political Hazards - Police Department IX. CONTINUITY OF GOVERNMENT Effective emergency management operations depend on two important factors to ensure continuity of government. These factors include (1) lines of succession for officials, department heads, and supporting staff; and (2) preservation of records vital to the community. In the event that the Village Administrator is unavailable, the powers of the office shall be exercised and duties shall be discharged by their designated emergency interim successors in the order specified. That person shall exercise the powers and discharge the duties of the office to which designated until such time as a vacancy which may exist shall be filled in accordance with established policy; or until the officer, or their deputy or a Page 27 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN 11 preceding emergency interim successor, again becomes available to exercise the powers and discharge the duties of their office. The line of succession in times of emergency for the executive branch of government of Mount Horeb will be: A. Village Administrator B. Finance Director C. Emergency Management Director D. Public Services Director The village clerk is responsible for the identification of those records deemed to be vital to the restoration of the village. As these records and their storage methods may vary from time to time, a listing of those records and the location of alternate storage facility(s) can be found under separate cover. X. MUTUAL ASSISTANCE AGREEMENTS To ensure that the maximum use is made of the resources available to the county and its political jurisdictions, a variety of mutual aid agreements are currently in place. These agreements include: Mutual Aid Box Alarm Systems (MABAS) - A comprehensive mutual assistance agreement in place for all of the fire services that service Dane County. The MABAS system is divided into divisions throughout Southern Wisconsin/Northern Illinois and provides a str uctured system to move up personnel and equipment during emergency and disaster situations. Capitol Area Police Mutual Aid Response (CAPMAR) – A law enforcement mutual aid system operating in Dane County, WI. The purpose of CAPMAR is to provide automatic response of extra law enforcement personnel and equipment at the scene of law enforcement emergencies from participating agencies XI. PLAN DEVELOPMENT AND MAINTENANCE Responsibility for the overall development and maintenance of the EOP for the Village of Mount Horeb is assigned to the EMD as prescribed by law. Plan maintenance includes the annual review and periodic updating of this plan and its annexes. Additionally, the EMD is responsible for document control. This includes the distribution of the plan and its upda ted sections as required. Each department is responsible for updating their own department’s section. Changes in personnel or equipment should be forwarded to the EMD as they occur to keep the plan updated. Copies of this plan and its annexes are forwarded annually to the Dane County Office of Emergency Management. XII. PLAN EVALUATION PROCEDURE For any plan to be functional , it must be evaluated to ensure it is workable and to further ensure that it is understood by those who must use it. Other than periodic review, the most effective procedure to evaluate the plan is a series of exercises. Exercises simulate, in a controlled environment, the situations that may occur in a disaster situation . In accordance with state and federal guidelines, this plan must be exercised regularly through an EOC exercise or full scale EOC field exercise. The EMD is r esponsible to ensure that the proper evaluation procedures are planned and executed regularly. Assistance in the development, Page 28 of 57 VILLAGE OF MOUNT HOREB EMERGENCY OPERATIONS PLAN 12 conduct, and evaluation of these exercises is available from the Dane County Emergency Management Office. XIII. RECORD OF CHANGES The Village Emergency Management Director will issue major changes made to this plan on hard copy pages. New pages should be inserted as directed, and the old pages removed and destroyed. XIV. DISTRIBUTION LIST A signed copy of the Village of Mount Horeb Emergency Operations Plan along with a digital copy of this plan will be maintained at each of the following agencies. The Village of Mount Horeb Emergency Management Director will update the copies. A. Village Hall - Village Administrator B. Emergency Management Office - Emergency Management Director C. Fire Department - Fire Chief D. Department Of Public Services - Public Services Director E. Water Utility – Water Superintendent F. Electric Utility – Electric Superintendent G. Wastewater Treatment Plant – Wastewater Superintendent Page 29 of 57 AGENDA ITEM REPORT MEETING DATE PREPARED BY August 5, 2026 AGENDA ITEM # 6.b Consideration of the application from Brian Durtschi requesting approval of ordinance 2026-07, regarding an amendment to the Official Zoning Map to rezone property located at parcel #0606-121-3205-1 from Agriculture (A-1) to Single Family Residential (SF-2). BACKGROUND RECOMMENDATION • Village staff recommends approval of the Zoning Map Amendment from AG to SF- 2 for Lots 1-26, subject to the following conditions: o Plan Commission and Village Board approval of the Final Plat that is substantially similar to the Preliminary Plat, inclusive of any recommended changes by Village staff, the Plan Commission, or Village Board. ATTACHMENTS None Page 30 of 57 AGENDA ITEM REPORT MEETING DATE PREPARED BY August 5, 2026 AGENDA ITEM # 6.c Consideration of the Hidden Ridge Subdvision Preliminary Plat BACKGROUND RECOMMENDATION • Village staff recommends approval of the Preliminary Plat, subject to the following conditions: o Village Board approval of a Development Agreement with the applicant for utilization of a parcel for stormwater management purposes related to the subject development project with exact area to be approved by staff. o Plan Commission and Village Board approval of the Final Plat that is substantially similar to the Preliminary Plat, inclusive of any recommended changes by Village staff, the Plan Commission, or Village Board. o Sidewalks only being included on the east side of the future Michele Street right-of-way connection as proposed in the preliminary plat as well as sidewalk on the west side of future Michele Street right of way south of Svetlana Circle. o The Final plat shall designate Outlot 1 as dedicated to the public for stormwater purposes. ATTACHMENTS 1. Hidden Ridge Preliminary Plat and Zoning Amendment Staff Report 7.22.26 2. Hidden Ridge Development Rezone PH 300' letter 3. Ord 2026-07 Zoning Change for Hidden Ridge Subdivision 4. 2026-06-26_Hidden Ridge Neighborhood Preliminary Plat Plans 5. 2026-06-26_Hidden Ridge Preliminary Plat Page 31 of 57 PRELIMINARY PLAT AND ZONING MAP AMENDMENT REVIEW REPORT TO THE PLAN COMMISSION DATE: July 22, 2026 PROPERTY ADDRESSES: No Address PARCEL NUMBER: 60612132051 OWNER: BVD, LLC APPLICANT: Brian Durtschi EXISTING ZONING: AG, Agricultural PROPOSED ZONING: SF-2, Single-Family Residential and CON, Conservancy EXISTING LAND USE: Vacant (undeveloped farm field) REQUESTED USES: Single-Family Residential BACKGROUND ON PRELIMINARY PLAT AND REZONING REVIEW: Section 18.21 and 18.22 of the Village of Mount Horeb Subdivision Ordinance outlines the procedures required for completing a Preliminary Plat and a Final Plat. This requires review and action by both the Plan Commission and Village Board. It also requires meeting the ordinance’s design standards, required public improvements, and conformance with the Zoning Ordinance related to the creation of new parcels. Section 17.10.30 of the Village of Mount Horeb Zoning Ordinance outlines the requirements for a Zoning Map Amendment. This requires review and action by both the Plan Commission and Village Board. It also requires conformance with the minimum bulk dimensional standards for the applicable zoning district and a determination of findings that justify the change to the Zoning Map. REQUEST OVERVIEW: The applicant is proposing to subdivide one existing 5- acre parcel into 26 total new residential parcels, 1 new outlot, and future right-of-way. Additionally, the applicant is seeking to complete a Zoning Map Amendment for each of the new parcels being created: • Lots 1-26: AG to SF-2 • Outlot 1: AG to CON The new residential development lots range in size from 5,000-10,000 square feet in size, while the proposed 17,500 square foot outlot is planned to include the stromwater management area needed to serve the development sites. In addition to the future residential development lots, the Preliminary Plat includes the continuation of the Michele Street right-of-way (north-south) and the creation of new right-of-way for Svetlana Circle (east- Proposed Project Location Page 32 of 57 Preliminary Plat and Zoning Map Amendment July 22, 2026 2 west). As proposed, this would include all water, sewer, streets, and stromwater infrastructure, in addition to sidewalks along the eastern side of the Michele Street right-of-way extension. As discussed during the June Plan Commission meeting, the applicant is proposing to use the existing 11,600 square foot triangle-shapped parcel at the corner of Michele Street and Durtschi Drive for stormwater management associated with this proposed project. The parcel is currently owned and maintained by the Village as a portion of Jaycee Park. The Plan Commission, Parks, Recreation, and Forestry Commission, and Village Board all discussed the idea of the proposed development utilizing this property and each body was open to considering that option. The Preliminary Plat identifies the Village-owned parcel as part of the stromwater management basin that will extend into Outlot 1 and serve the new development. Following the Preliminary Plat process, the applicant will be required to submit a Final Plat that is substaintailly similar to the Preliminary Plat, receive approvals from the Plan Commission and Village Board, and then seek Building Permits for any future development of this property. PRELIMINARY PLAT REVIEW The proposed Preliminary Plat is planned to create 26 new development parcels and new utilities and infrastructure within an extension of the Michele Street public right-of-way and newly created Svetlana public right-of-way. The Subdivision Ordinance requires that the Preliminary Plat be reviewed by the Plan Commission for consistency with all other ordinances, laws, rules, regulations, and plans. A Preliminary Plat is required to subdivide land into five or more new parcels. Following the review and approval of the Preliminary Plat by the Village, it will be submitted to Dane County. A Final Plat, inclusive of any requested changes of any reviewing party, is then brought before the Plan Commission and Village Board for action. This two-step process ensures that all requirements are met prior to the land division being recorded. The Zoning Ordinance has minimum and maximum density, intensity, and bulk regulations for all properties. As further described below, the proposed Preliminary Plat subdivides the land into new development parcels that must meet the Zoning Ordinance’s minimum requirements. Additionally, the public right-of-way and utility easements must meet the Subdivision Ordinance’s minimum requirements. This process, in combination with the proposed rezoning, provides the opportunity for the proposed project to meet the Zoning Ordinance’s bulk dimensional standards. To note, the Zoning Ordinance does not have bulk dimensional standards for right-of-way, outlots, or utility easements. These standards are provided within the Subdivision Ordinance. The Village Engineer has reviewed the Preliminary Plat in comparison to the applicable requirements and determined that it meets the Village’s minimum standards. ZONING MAP AMENDMENT REVIEW: The existing parcel is currently zoned AG. This zoning district allows for and is oriented to mainly agricultural land uses, including row cropping. The Village’s Comprehensive Plan Future Land Use shows the property as Planned Neighborhood. This is consistent with the proposed rezoning of the new properties to SF-2 and CON. The proposed project’s land uses, setbacks, and lot areas meet the SF-2 and CON zoning district standards. In terms of land uses, the SF-2 zoning district permits a principal single-family residential land use by-right and the CON zoning district permits a principal small scale public services and utilities land use by-right. Page 33 of 57 Preliminary Plat and Zoning Map Amendment July 22, 2026 3 If the proposed preliminary and final plat are approved, the minimum lot dimensions will be met by the proposed development, as shown below: Bulk Regulation SF-2 Standard Lots 1-26 Minimum Lot Area 5,000 square feet 5,000-10,000 square feet Minimum Lot Width 50 feet 50+ feet Minimum Lot Frontage at ROW 30 feet 30+ feet Bulk Regulation CON Standard Outlot 1 Minimum Lot Area None 17,573 square feet Minimum Lot Width None 71 feet Minimum Lot Frontage at ROW None 71 feet ZONING MAP AMENDMENT FINDINGS: Section 17.10.30 of the Village of Mount Horeb Zoning Ordinance outlines the required findings for approval of a Zoning Map Amendment. These include determining that the proposed amendment: (Planner comments underlined below) a) Advances the purposes this chapter as outlined in Section 17.01.03. Met. The proposed rezoning promotes the appropriate density and intensity of development, facilitates the adequate provision of public facilities and infrastructure, and provides safe and efficient transportation opportunities. b) Advances the purposes of the general Article and specific Section in which the amendment is proposed to be located. Met. The proposed rezoning advances the purpose statement of the SF-2 zoning district including creating, preserving, and enhancing areas for single-family detached dwellings at generally higher densities than the SF-1 zoning district. c) Is consistent with the Comprehensive Plan. Met. The proposed rezoning aligns with the Future Land Use Map designation of Planned Neighborhood and is consistent with several plan goals and objectives. d) Maintains the desired overall consistency of land uses, land use intensities, and land use impacts within the pertinent zoning districts. Met. The proposed rezoning aligns with land use patterns in the immediate area which consist of single-family and two-family residential dwellings. e) Addresses any of the following factors that are not properly addressed on the current Official Zoning Map: 1) The designations of the Official Zoning Map are not in conformance with the Comprehensive Plan. N/A 2) A mapping mistake was made, including the omission on the Official Zoning Map of an approved zoning map amendment. N/A 3) Factors have changed (such as new data, infrastructure, market conditions, development, annexation, or other zoning changes), making the subject property more appropriate for a different zoning district. Met. The proposed development includes new housing opportunities to address the Village’s housing needs, advances community goals, and can be accommodated with the proposed new infrastructure and utility improvements in the area. 4) Growth patterns or rates have changed, creating the need for an amendment to the Official Zoning Map. Met. The Village and Dane County continue to be in a housing crisis. The proposed development provides new owner-occupied housing units to create greater diversity and supply of units within the community. Page 34 of 57 Preliminary Plat and Zoning Map Amendment July 22, 2026 4 PUBLIC NOTICE: A public hearing notice is not required for review and action on a Preliminary Plat. A public hearing is required for review and action on a Zoning Map Amendment. All notice requirements have been met associated with the Zoning Map Amendment. COMPREHENSIVE LAND USE PLAN (2022): The subject property is shown as Planned Neighborhood on the Future Land Use Map. This designation includes a mix of single-family, two-family, and multi-family residential combined with small-scale government and institutional uses, parks, conservancy areas, and neighborhood-serving businesses that’s intended to accommodate Traditional Neighborhood Design (TND) forms of development. The proposed development aligns with this land use designation. Staff believe the proposal is in concert with the Comprehensive Plan. DISCUSSION: The subject property is one of few remaining infill properties within the Village of Mount Horeb. It’s surrounded by existing development and has been awaiting a development project for several years. One of the biggest challenges associated with developing this property has been the topography and stormwater management needed. A combination of the new Zoning Ordinance enabling small lot residential options and the Village’s openness to potentially utilizing a portion of the adjacent park for stormwater management have made this project now viable. While the Village’s goal is to create transportation connectivity and avoid new cul-de-sacs, the existing surrounding development patterns provide limited options for roadway connectivity. The BeeHive living facility directly west of the subject property is fully developed and includes stormwater management adjacent to the shared property line. No roadway connection is possible in this direction, thus creating the need for a cul-de- sac. The applicant is proposing to continue Michele Street through the subject property which will improve overall neighborhood connectivity. However, there are no proposed sidewalks on the west side of Michele Street or along either side of Svetlana Circle, which may limit opportunities for improved pedestrian and bicyclist’s connections. Overall, the proposed development meets the requirements of the Village’s ordinances, is in alignment with adopted Village plans, and provides new tax base and housing units in the community. Village staff have reviewed the application, and all comments have been included within this document. RECOMMENDATION: 1. Village staff recommends approval of the Preliminary Plat, subject to the following conditions: a) Village Board approval of a Development Agreement with the applicant for utilization of the 11,600 square foot parcel 60612112088 for stormwater management purposes related to the subject development project. b) Plan Commission and Village Board approval of the Final Plat that is substantially similar to the Preliminary Plat, inclusive of any recommended changes by Village staff, the Plan Commission, or Village Board. c) Plan Commission Discussion and Action on either: I. Sidewalks only being included on the east side of the future Michele Street right-of-way connection as proposed. Page 35 of 57 Preliminary Plat and Zoning Map Amendment July 22, 2026 5 II. Require the applicant to provide sidewalks along both sides of the future Michele Street right-of-way and both sides of Svetlana Circle right-of-way. d) Any other recommendations of Village staff and the Plan Commission. 2. Village staff recommends approval of the Zoning Map Amendment from AG to SF-2 for Lots 1-26, subject to the following conditions: a) Plan Commission and Village Board approval of the Final Plat that is substantially similar to the Preliminary Plat, inclusive of any recommended changes by Village staff, the Plan Commission, or Village Board. b) Any other recommendations of Village staff and the Plan Commission. 3. Village staff recommends approval of the Zoning Map Amendment from AG to CON for Outlot 1, subject to the following conditions: a) Plan Commission and Village Board approval of the Final Plat that is substantially similar to the Preliminary Plat, inclusive of any recommended changes by Village staff, the Plan Commission, or Village Board. b) Any other recommendations of Village staff and the Plan Commission. ATTACHMENTS: • Preliminary Plat package Page 36 of 57 VILLAGE OF MOUNT HOREB PUBLIC HEARING July 22, 2026 The Plan Commission of the Village of Mount Horeb will hold a public hearing on the above date at 7:00pm in the Board Room of the Municipal Building, 138 E Main Street, Mount Horeb, WI. The purpose of the hearing is to consider an application from Community Developers Inc, for the creation of a 26-lot single-family subdivision. The application includes a zoning change from A-1 Agriculture to SF-2 Single-Family Residential described as parcel 0606-121-3205-1. The Village Board, by its Plan Commission will hear all persons concerning all matters and/or objections written or oral at that time. PUBLISH: Mount Horeb Mail June 25, 2026 Mount Horeb Mail July 2, 2026 PROPERTY OWNERS: You are receiving this notice as you own property that is within 300 feet of the proposed request. Please contact Village Administrator Gabe Altenbernd at 608 437-6884 ext 2109 or email gabe.altenbernd@mounthorebwi.info with any questions. Page 37 of 57 VILLAGE OF MOUNT HOREB ORDINANCE 2026-07 AN ORDINANCE CHANGING THE ZONING CLASSIFICATION OF PROPERTY FROM AGRICULTURAL DISTRICT (A-1) TO SINGLE FAMILY RESIDENTIAL (SF-2) HIDDEN RIDGE SUBDIVISION WHEREAS, an application from Community Developers, Inc to rezone, parcel 0606-121-3205-1, has been filed with the Village of Mount Horeb; and WHEREAS, the applicant is requesting that the rezoning classification of proposed 26 lot Hidden Ridge Subdivision be changed from Agricultural District (A-1) to Single Family Residential District (SF-2) for lots 1-26; and WHEREAS, pursuant to sec. 62.23(7) Stats., the Village Plan Commission held a public hearing regarding the zoning request on July 22, 2026 , which was preceded by the publication of a class 2 notice under ch. 985, Stats.; and WHEREAS, the proposed use is consistent with the Comprehensive Plan; and WHEREAS, after the public hearing, the Village Plan Commission determined that changing the zoning classification from A -1 Agricultural District to SF -2 Single Family Residential would promote the public healthy, safety, and general welfare of the Village and would allow appropriate use of the property, and therefore recommended that the zoning classification of the property be changed; and WHEREAS, the Village Board of concurs with the recommendation of the Plan Commission, NOW THEREFORE, pursuant to sec. 62.23(7) Stats., and Chapter 17 of the Village Code, the Village Board of the Village of Mount Horeb, Dane County, Wisconsin, ordains as follows: Section 1. Subject to Section 2, the zoning classification of the above referenced property is hereby changed from Agricultural District (A -1) to Single Family Residential District (SF -2) for lots 1 - 26 and the Zoning Map of the Village shall be amended accordingly. Section 2. Ordinance shall take effect upon approval by the Village Board of the final plat for Hidden Ridge Subdivision, and approved final plat is recorded with the Register of Deeds for Dane County, Wisconsin. Page 38 of 57 The above and forgoing ordinance was truly adopted by the Village Board of the Village of Mount Horeb at its regular meeting held on August 5, 2026. APPROVED: ____________________________ Ryan Czyzewski, Village President ATTEST: _____________________________ Alyssa Gaffney, Village Clerk APPROVED: _________________ PUBLISHED/POSTED: _________ Page 39 of 57 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO N 8TH STREET / STH 78 O-1 PRELIMINARY PLAT DRAWINGS JUNE 2026TITLESHEET NO.DRAWING INDEXOVERALL SHEETSO-1TITLE SHEETO-2NOTES AND LEGENDO-4GRADING PLANO-5UTILITY PLANPLAN AND PROFILE SHEETSP-1 MICHELE STREET PLAN & PROFILEP-2 SVETLANA CIRCLE PLAN & PROFILEP-3SOUTH PUBLIC WATER MAIN CONNECTION PLAN & PROFILEDETAIL SHEETSD-1STREET DETAILSD-2WATER MAIN DETAILSD-3SANITARY AND STORM SEWER DETAILSD-4EROSION CONTROL DETAILS SCALE: 1" = 500'PROJECT AREA PROPOSEDDEVELOPMENT PROJECT CONTACTSHIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREBDANE COUNTY, WISCONSINDESIGN CONTACTADAM WATKINS, WYSER ENGINEERING300 EAST FRONT STREETMOUNT HOREB, WI 53572ADAM.WATKINS@WYSERENGINEERING.COMOFFICE: 608-437-1980VILLAGE OF MOUNT HOREB ENGINEERROB WRIGHT - VILLAGE ENGINEERSMITHGROUPJJR44 EAST MIFFLIN STREET, SUITE 500MADISON, WI 53703ROBERT.WRIGHT@SMITHGROUPJJR.COMOFFICE: 608-327-4433CELL: 608-212-1063MOUNT HOREB UTILITIES - SEWERMIKE BRACE - WASTEWATER SUPERVISOR2247 SAND ROCK ROADMOUNT HOREB, WI 53572MICHAEL.BRACE@MOUNTHOREBWI.INFOOFFICE: 608-437-3101MOUNT HOREB UTILITIES - ELECTRICJORDAN SCHMITZ - ELECTRIC SUPERINTENDENT138 E MAIN STREETMOUNT HOREB, WI 53572JORDAN.SCHMITZ@MOUNTHOREBWI.INFOOFFICE: 608-437-3300MOUNT HOREB UTILITIES - WATERBRIAN SCHULT - WATER SUPERINTENDENT138 E MAIN STREETMOUNT HOREB, WI 53572BRIAN.SCHULT@MOUNTHOREBWI.INFOOFFICE: 608-437-9431GAS - MADISON GAS AND ELECTRICHOLLY POWELL133 SOUTH BLAIR STREETMADISON, WI 53701-1236HPOWELL@MGE.COM608-252-7214CABLE - MOUNT HOREB TELEPHONE COMPANYJOHN VAN OOYEN - GENERAL MANAGER200 EAST MAIN STREETMOUNT HOREB, WI 53572JOHN.VANOOYEN@MHTCINC.NET608-437-4466 HIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289 MILITARY RIDGE STATE TRAILMICHELE STREET DURTSCHI DRIVE Page 40 of 57 HIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289O-2 PLAT BOUNDARYPROPOSED PROPERTY BOUNDARYEASEMENTCURB AND GUTTERASPHALT PAVEMENTCONCRETE SIDEWALKMAJOR CONTOURMINOR CONTOURWATER MAINSANITARY SEWERSTORM SEWERSTORMWATER TREATMENT FACILITYPIPE INSULATIONFIRE HYDRANTWATER TEEWATER VALVEWATER BENDSANITARY MANHOLESTORM MANHOLE / INLETSTORM ENDWALL LEGEND WATWATWATSANSANSAN926925 GENERAL NOTES1.THE CONTRACTOR SHALL NOTIFY ALL AREA UTILITY COMPANIES PRIOR TO COMMENCING WORK UNDER THIS CONTRACT AND REQUEST THATUNDERGROUND UTILITIES BE LOCATED IN ACCORDANCE WITH SECTION 182.0175(2) OF THE WISCONSIN STATUTES. ANY UTILITY LOCATIONS ASSHOWN ON THE PLANS ARE APPROXIMATE ONLY.2.FOR SPOT REPAIR OF CURB & GUTTER, THE CONTRACTOR SHALL PLACE AGGREGATE BASE COMPACTED TO A MINIMUM THICKNESS OF 5 INCHESUNDER ALL CURB AND GUTTER. AGGREGATE BASE SHALL EXTEND 12 INCHES BEYOND BACK OF CURB. THE COST OF THIS MATERIAL SHALL BEINCLUDED IN THE UNIT PRICE BID FOR SPOT REPAIR CURB AND GUTTER.3.THE CONTRACTOR SHALL PLACE 4-INCH DEEP AGGREGATE BASE UNDER ALL SIDEWALKS. THE COST OF THIS MATERIAL SHALL BE INCLUDED INTHE UNIT PRICE BID FOR SIDEWALKS.4.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT CONTRACTORS EXPENSE. STREETS SHALLBE WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER.5.ALL UTILITY TRENCHES SHALL HAVE COMPACTED BACKFILL MEETING THE DENSITY REQUIREMENTS OF PART 8, DIVISION III, SECTION 9 OF THESPECIFICATIONS. EXISTING TRENCH MATERIAL USED FOR BACKFILL MAY CONTAIN STONES UP TO 6 INCHES IN THEIR GREATEST DIMENSION,PROVIDED THE MATERIAL IS WELL-GRADED SO AS NOT TO PRODUCE VOIDS. WHERE REQUIRED BY THE VILLAGE ENGINEER, SAND SHALL BE MIXEDWITH EXISTING MATERIAL TO IMPROVE THE GRADATION AND PREVENT THE FORMATION OF VOIDS.6.BACKFILL MATERIAL SHALL BE FREE OF VEGETATION, ORGANIC MATTER, TOPSOIL, FROZEN SOIL, CLODS AND STONES OVER 6" IN DIAMETER, ORANY OTHER UNSUITABLE MATERIAL. ALL BACKFILL SHALL BE CAREFULLY PLACED TO PREVENT DAMAGE TO OR DISPLACEMENT OF THE PIPE.7.NO BLASTING SHALL OCCUR WITHIN 30 FEET OF EXISTING UTILITIES.8.ALL TRAFFIC SIGNING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN COMPLIANCE WITH THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES. EXISTING STREET AND TRAFFIC SIGNS AND MAIL BOXES SHALL BE REMOVED AND REPLACED IN A SAFE LOCATION BYTHE CONTRACTOR AS NECESSARY TO COMPLETE THE WORK. THE METHOD OF REPLACEMENT SHALL BE APPROVED BY THE ENGINEER.9.THE CONTRACTOR SHALL KEEP DRIVEWAYS OPEN TO VEHICLES AT ALL TIMES EXCEPT WHEN NEW CURB OR WALK IS BEING CONSTRUCTED ANDCURING. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS 24 HOURS IN ADVANCE OF CURB AND SIDEWALK CONSTRUCTION SO THATPROPERTY OWNERS CAN REMOVE VEHICLES FROM THEIR DRIVEWAYS PRIOR TO CONSTRUCTION. DRIVEWAYS SHALL BE RESTORED WITH 6 INCHESOF AGGREGATE BASE IMMEDIATELY AFTER REMOVAL.10.THE CONTRACTOR SHALL INSTALL DOT TYPE D INLET PROTECTION IN ALL EXISTING INLETS WITHIN THE PROJECT SITE AND IMMEDIATELYDOWNSTREAM OF THE PROJECT SITE, AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN THE INLET PROTECTION DEVICESDURING CONSTRUCTION AND THROUGH THE ONE-YEAR GUARANTEE PERIOD AS REQUIRED BY THE VILLAGE ENGINEER. THE COST OF INLETPROTECTION IS INCIDENTAL TO CONSTRUCTION.11.THIRTY DAYS PRIOR TO PLACING AGGREGATE BASE, THE CONTRACTOR SHALL PROVIDE COPIES OF CURRENT TEST RESULTS (TESTS RUN WITHINTHE PREVIOUS 12 MONTHS) FROM THE SOURCE STOCK PILES TO BE USED ON THE PROJECT SHOWING THE MATERIAL MEETS THE GRADATION,SOUNDNESS, AND WEAR REQUIREMENTS OF THE SPECIFICATION. IF CURRENT TEST RESULTS ARE NOT AVAILABLE, THE CONTRACTOR, AT THEIREXPENSE, SHALL HAVE THE REQUIRED TESTS RUN. THE VILLAGE ENGINEER, AT THE CONTRACTOR'S EXPENSE, WILL COLLECT SAMPLES DURINGTHE PLACEMENT OF THE BASE COURSE FOR TESTING TO CONFIRM THE MATERIAL MEETS THE SPECIFICATIONS. ANY MATERIAL FOUND TO BE OUTOF SPECIFICATION SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIAL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALLNOTIFY THE VILLAGE ENGINEER TWO (2) WORKING DAYS PRIOR TO PLACING AGGREGATE BASE.12.THE CONTRACTOR SHALL PROTECT ALL CURBS AND WALKS FROM EROSION AND UNDERCUTTING. THE CONTRACTOR SHALL CONSTRUCTDIVERSION BERMS AS NECESSARY TO PREVENT UNDERCUTTING. ANY CURB OR WALK WHICH IS UNDERCUT SHALL BE REMOVED AND REPLACED,AT THE EXPENSE OF THE CONTRACTOR.13.ACCESSIBLE RAMPS AND DETECTABLE WARNING FIELD PANELS SHALL BE INSTALLED AT ALL INTERSECTIONS PER SSD 8D5 WISDOT CURB RAMPDETAIL.14.WHERE PROPOSED PAVEMENT, SIDEWALK, OR CURB AND GUTTER ABUT EXISTING, MATCH EXISTING GRADE.15.CONTRACTOR TO NOTIFY FIRE AND EMS PRIOR TO START OF CONSTRUCTION.16.CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO STARTING WORK. IN ALL CASES WHERE A CONFLICT MAY OCCUR, THE ENGINEERSHALL BE NOTIFIED AND WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS.17.PRIOR TO THE COMMENCEMENT OF WORK, VERIFY LOCATIONS AND DEPTHS OF ALL UNDERGROUND UTILITIES THAT MAY BE AFFECTED BYCONSTRUCTION AND TAKE RESPONSIBILITY FOR DAMAGES TO SUCH UTILITIES CAUSED AS A RESULT OF CONSTRUCTION.18.TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM DAMAGE THROUGHOUTCONSTRUCTION, INCLUDING DAMAGES TO UTILITIES, WALKS, WALLS, DRIVES, CURBS, ETC.19.SECURE ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES WITH UTILITIES ON THE SITE PRIOR TO THE CONSTRUCTION OF THEPROJECT. ADHERE TO ALL APPLICABLE LOCAL, STATE AND FEDERAL LAWS OR REGULATIONS PERTAINING TO THE PROJECT.20.ESTABLISH AND MAINTAIN SITE SECURITY UNTIL PROJECT ACCEPTANCE.21.REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT SHOWN ON DRAWINGS.22.DISPOSE ALL ELEMENTS DESIGNATED FOR REMOVAL IN A LEGAL MANNER.23.COORDINATE WORK OF SUBCONTRACTORS AND ALL OTHER CONTRACTORS TO ENSURE ORDERLY AND EFFICIENT COMPLETIONS OF ALL WORK. 1.THE CONTRACTOR SHALL NOTIFY THE VILLAGE ENGINEER 2 DAYS IN ADVANCE OF ANY SOILS DISTURBING ACTIVITY.2.POST CERTIFICATE OF PERMIT COVERAGE ON SITE AND MAINTAIN UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED, THE SITE IS STABILIZED, AND A NOTICE OFTERMINATION IS FILED WITH WDNR.3.KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT.4.SUBMIT PLAN REVISIONS OR AMENDMENTS AT LEAST 5 DAYS PRIOR TO FIELD IMPLEMENTATION.5.THE SITE CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF 0.5INCHES OR GREATER. KEEP INSPECTION REPORTS ON-SITE AND MAKE THEM AVAILABLE UPON REQUEST.6.INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.7.WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPECIALLY ADJACENT TO SURFACE WATERS), MINIMIZE LAND-DISTURBING CONSTRUCTION ACTIVITY ONSLOPES OF 20% OR MORE, MINIMIZE SOIL COMPACTION, AND PRESERVE TOPSOIL.8.REFER TO THE WDNR STORMWATER CONSTRUCTION TECHNICAL STANDARDS AT http://dnr.wi.gov/topic/stormwater/standards/const_standards.html. 9.INSTALL PERIMETER EROSION CONTROLS AND ROCK TRACKING PAD CONSTRUCTION ENTRANCE(S) PRIOR TO ANY LAND-DISTURBING ACTIVITIES, INCLUDINGCLEARING AND GRUBBING. USE WDNR TECHNICAL STANDARD STONE TRACKING PAD AND TIRE WASHING #1057 FOR ROCK CONSTRUCTION ENTRANCE(S).10.INSTALL INLET PROTECTION PRIOR TO LAND-DISTURBING ACTIVITIES IN THE CONTRIBUTING DRAINAGE AREA AND/OR IMMEDIATELY UPON INLET INSTALLATION.COMPLY WITH WDNR TECHNICAL STANDARD STORM DRAIN INLET PROTECTION FOR CONSTRUCTION SITES #1060 AND DANE COUNTY REQUIREMENTS FORFRAMED INLET PROTECTION.11.CONTRACTOR TO PROVIDE SOLID LID OR METAL PLATE ON ALL OPEN MANHOLES DURING CONSTRUCTION TO MINIMIZE SEDIMENT FROM ENTERING THE STORMSEWER SYSTEM.12.STAGE CONSTRUCTION GRADING ACTIVITIES TO MINIMIZE THE CUMULATIVE EXPOSED AREA. CONDUCT TEMPORARY GRADING FOR EROSION CONTROL PERWDNR TECHNICAL STANDARD TEMPORARY GRADING PRACTICES FOR EROSION CONTROL #1067.13.INSTALL AND MAINTAIN SILT FENCING PER WDNR TECHNICAL STANDARD SILT FENCE #1056. REMOVE SEDIMENT FROM BEHIND SILT FENCES AND SEDIMENTBARRIERS BEFORE SEDIMENT REACHES A DEPTH THAT IS EQUAL TO ONE-HALF OF THE FENCE AND/OR BARRIER HEIGHT.14.REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY. REPLACE DECOMPOSING STRAW BALES (TYPICAL BALE LIFE IS 3 MONTHS). LOCATE,INSTALL, AND MAINTAIN STRAW BALES PER WDNR TECHNICAL STANDARD DITCH CHECKS #1062.15.INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCE WITH WDNR TECHNICAL STANDARD INTERIM MANUFACTURED PERIMETER CONTROL AND SLOPEINTERRUPTION PRODUCTS # 1071.16.IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITH SILT FENCE OR OTHER PERIMETER CONTROL IF STOCKPILES WILL REMAININACTIVE FOR 7 DAYS OR LONGER.17.IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER. BETWEEN SEPTEMBER 15 AND OCTOBER 15: STABILIZEWITH MULCH, TACKIFIER, AND A PERENNIAL SEED MIXED WITH WINTER WHEAT, ANNUAL OATS, OR ANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPEOCTOBER 15 THROUGH COLD WEATHER: STABILIZE WITH A POLYMER AND DORMANT SEED MIX, AS APPROPRIATE FOR REGION AND SOIL TYPE.18.STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE.19.SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTS BEFORE THE END OF THE SAMEWORKDAY OR AS DIRECTED BY THE AUTHORITIES WITH JURISDICTION. SEPARATE SWEPT MATERIALS (SOILS AND TRASH) AND DISPOSE OF APPROPRIATELY.20.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST PER WDNR TECHNICAL STANDARD DUST CONTROL ON CONSTRUCTION SITES # 1068.21.PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, OR OTHER CONSTRUCTIONMATERIALS) AND DO NOT ALLOW THESE MATERIALS TO BE CARRIED BY RUNOFF INTO THE RECEIVING CHANNEL.22.COORDINATE WITH THE AUTHORITIES WITH JURISDICTION TO UPDATE THE LAND DISTURBANCE PERMIT TO INDICATE THE ANTICIPATED OR LIKELY DISPOSALLOCATIONS FOR ANY EXCAVATED SOILS OR CONSTRUCTION DEBRIS THAT WILL BE HAULED OFF-SITE FOR DISPOSAL. THE DEPOSITED OR STOCKPILED MATERIALNEEDS TO INCLUDE PERIMETER SEDIMENT CONTROL MEASURES (SUCH AS SILT FENCE, HAY BALES, FILTER SOCKS, OR COMPACTED EARTHEN BERMS).23.FOR NON-CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED SLOPES, PROVIDE CLASS CLASS I TYPE B EROSION CONTROL MATTING. INSTALL AND MAINTAINPER WDNR TECHNICAL STANDARD NON-CHANNEL EROSION MAT #1052.24.FOR CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED AREAS, PROVIDE CLASS II TYPE B EROSION CONTROL MATTING UNLESS OTHERWISE SPECIFIED ONTHE PLAN. INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD CHANNEL EROSION MAT #1053.25.MAKE PROVISIONS FOR WATERING DURING THE FIRST 8 WEEKS FOLLOWING SEEDING OR PLANTING OF DISTURBED AREAS WHENEVER MORE THAN 7CONSECUTIVE DAYS OF DRY WEATHER OCCUR.26.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE WDNR REMEDIATION AND WASTE MANAGEMENT REQUIREMENTS FOR HANDLINGAND DISPOSING OF CONTAMINATED MATERIALS. SITE-SPECIFIC INFORMATION FOR AREAS WITH KNOWN OR SUSPECTED SOIL AND/OR GROUNDWATERCONTAMINATION CAN BE FOUND ON WDNR'S BUREAU OF REMEDIATION AND REDEVELOPMENT RACKING SYSTEM (BRRTS) PUBLIC DATABASE AT:http://dnr.wi.gov/botw/ EROSION CONTROL NOTES1.UNLESS OTHERWISE NOTED, ALL STORM SEWER SHALL BE REINFORCED CONCRETE STORM SEWER.CIRCULAR PIPE SHALL BE ASTM C-76, CLASS III MINIMUM AND SHALL HAVE RUBBER GASKET JOINTSCONFORMING TO ASTM C-443. THE JOINT SHALL BE TYLOX TYPE C, OR EQUAL. ALL HORIZONTALELLIPTICAL PIPE SHALL BE ASTM C-507, CLASS HE III MINIMUM. JOINTS ON HORIZONTAL ELLIPTICALPIPE AND PRECAST BOX CULVERT SHALL BE FILLED WITH COLD PLASTIC JOINT COMPOUND EQUALTO SEAL-TIGHT AS MANUFACTURED BY W.R. MEADOWS, AND MACWRAP EXTERNAL SEALING BANDAS MANUFACTURED BY MAR MAC CONSTRUCTION PRODUCTS CO. INC.2.STORM SEWER MANHOLE CASTINGS SHALL BE NEENAH FOUNDRY CASTING R-2050 MANHOLE FRAME,WITH TYPE "D" GRATE, OR APPROVED EQUAL. STEPS SHALL BE SPACED 16 INCHES ON CENTER.MANHOLE FRAME AND COVER SHALL BE MACHINED AND FITTED SO THAT ROCKING ANDCHATTERING WILL BE ELIMINATED.3.STORM SEWER INLET CASTINGS SHALL BE NEENAH FOUNDRY CASTING R-3067-C CURB INLET. ALLINLET GRATES ON STREET GRADES OF 1% OR GREATER SHALL BE NEENAH FOUNDRY TYPE V (VANE)GRATES, OR APPROVED EQUAL. INLET GRATES ON STREET GRADES OF LESS THAN 1% OR IN SUMPCONDITION SHALL BE NEENAH FOUNDRY TYPE R, OR APPROVED EQUAL.4.MANHOLE STEPS SHALL BE EQUAL TO NEENAH R-1982-F CAST IRON STEP. M.A. INDUSTRIES INC.COPOLYMER STEP WITH 12-INCH GRADE 60 STEEL REINFORCEMENT IS AN APPROVED EQUAL.5.CONCRETE BLOCK MANHOLE APPROVED BY THE ENGINEER WILL BE PERMITTED AS AN ALTERNATEON STORM SEWER WORK.6.REINFORCED PRECAST FLAT SLAB COVERS SHALL BE USED IN LIEU OF PRECAST CONCENTRIC CONESWHEN REQUIRED.7.CONCRETE USED FOR POURED-IN-PLACE STRUCTURES SHALL CONTAIN A MINIMUM OF 6 BAGS (94NET OF CEMENT PER CUBIC YARD. CONCRETE SHALL OBTAIN A MINIMUM 28 DAY STRENGTH OF 3,000POUNDS PER SQUARE INCH. CONCRETE SHALL BE AIR ENTRAINED TO 6% AIR BY VOLUME, PLUS ORMINUS 1.5%. CONCRETE SHALL BE PLACED WITH A SLUMP OF NOT LESS THAN 3 INCHES OR MORETHAN 4 INCHES.8.UNLESS OTHERWISE SPECIFIED ON THE PLANS, REINFORCING STEEL SHALL BE DEFORMED ROUNDSTEEL BARS CONFORMING TO ASTM A615, GRADE 40. ALL BARS SHALL BE EPOXY COATED.9.ALL MANHOLES SHALL BE WATER TIGHT. ADJUSTING RINGS ON MANHOLES SHALL BE SEALEDTOGETHER USING MASTIC AND ALL JOINTS SHALL BE PLASTERED INSIDE AND OUTSIDE WITH 12-INCH OF TYPE M OR S MORTAR.10.INLET CASTINGS SHALL BE SET TO GRADE PRIOR TO AND SEPARATE FROM THE POURING OF THECONCRETE CURB AND GUTTER. IT IS REQUIRED THAT 3 FEET OF CONCRETE CURB AND GUTTER ONEACH SIDE OF THE INLET SHALL BE POURED BY HAND, NOT THROUGH THE USE OF A CURB MACHINE.THE INLET CASTING SHALL BE SET TO GRADE ON A BED OF TYPE M OR S MORTAR, WITH THICKNESSAS SHOWN IN TYPE H STORM SEWER INLET. THE INLET SHALL BE PLACED ON THE MORTAR BED ANDSHALL BE ADJUSTED TO GRADE BY APPLYING DIRECT PRESSURE TO THE CASTING. ADJUSTING RINGSSHALL BE PLASTERED INSIDE AND OUTSIDE WITH 12-INCH OF TYPE M OR S MORTAR. ONCE THECASTING ADJUSTMENT IS COMPLETE, 3 FEET OF CURB AND GUTTER ON EACH SIDE OF THE CASTINGSHALL BE POURED BY HAND.11.THE CONTRACTOR SHALL INSTALL DOT TYPE D INLET PROTECTION IN ALL NEW INLETS. THECONTRACTOR SHALL MAINTAIN THE INLET PROTECTION DEVICES DURING CONSTRUCTION ANDTHROUGH THE ONE-YEAR GUARANTEE PERIOD AS REQUIRED BY THE VILLAGE ENGINEER.*THE ABOVE NOTES ARE FOR THE CONVENIENCE OF THE CONTRACTOR AND ARE NOT INCLUSIVE NORDO THEY SUPERSEDE THE SPECIFICATIONS. 1.ALL SANITARY SEWER SHALL BE PVC, ASTM D-3033 OR 3034, SDR 35.2.SANITARY SEWER LATERALS SHALL BE FOUR INCH (4") DIAMETER UNLESS OTHERWISE SHOWN ON THE PLANS, AND SHALL BE THE SAME MATERIAL ASTHE SEWER MAIN. ALL LATERALS SHALL BE LAID AT A SLOPE OF 1/4" PER FOOT UNLESS OTHERWISE INDICATED AND SHALL BE EXTENDED TEN FEET (10')INTO THE LOT. THE ENDS OF ALL LATERALS SHALL BE MARKED WITH 4"x4" POSTS EXTENDING FOUR FEET (4') BELOW THE GROUND TO THREE FEET (3')ABOVE GROUND. THE CONTRACTOR SHALL KEEP AN ACCURATE RECORD OF THE LOCATION OF ALL WYES AND LATERALS INSTALLED AND SHALL PRESENTTHIS WRITTEN RECORD TO ENGINEER PRIOR TO FINAL PAYMENT.3.SANITARY SEWER MANHOLE CASTINGS SHALL BE NEENAH FOUNDRY CASTING R-1550 MANHOLE FRAME, WITH R-1550 TYPE "B" SELF-SEALING MANHOLELID WITH CONCEALED PICK HOLES, OR APPROVED EQUAL. ADJUSTMENT OF EXISTING AND SALVAGED MANHOLE CASTINGS IS INCIDENTAL TO ADJACENTWORK.4.MANHOLE FRAME AND COVER SHALL BE MACHINED AND FITTED SO THAT ROCKING AND CHATTERING WILL BE ELIMINATED.5.MANHOLE STEPS SHALL BE EQUAL TO NEENAH R-1982-F CAST IRON STEP. M.A. INDUSTRIES INC. COPOLYMER STEP WITH 1/2" GRADE 60 STEELREINFORCEMENT IS APPROVED EQUAL. STEPS SHALL BE SPACED 16" ON CENTER.6.CONCRETE BLOCK MANHOLE APPROVED BY THE ENGINEER WILL BE PERMITTED AS AN ALTERNATE ON STORM SEWER WORK ONLY.7.REINFORCED PRECAST FLAT SLAB COVERS SHALL BE USED IN LIEU OF PRECAST ECCENTRIC CONES WHEN DIRECTED BY THE ENGINEER.8.OUTSIDE DROP ENTRANCES SHALL BE PROVIDED ON MANHOLES FOR ALL SANITARY SEWERS WHERE INLET TO OUTLET DISTANCE IS 2' OR GREATER.9.SEWER BEDDING SHALL BE CLASS B OR AS SPECIFIED IN THE SPECIAL PROVISIONS.*THE ABOVE NOTES ARE FOR THE CONVENIENCE OF THE CONTRACTOR AND ARE NOT INCLUSIVE NOR DO THEY SUPERSEDE THE SPECIFICATIONS. STORM SEWER GENERAL NOTES SANITARY SEWER GENERAL NOTES 1.WATER MAIN SHALL BE CEMENT MORTAR LINED DUCTILE IRON, CLASS 52. ALL BENDS AND FITTINGS SHALL BE D.I., MECHANICAL JOINT, WITH MEGALUG JOINTRESTRAINT AND ALL T-BOLTS AND NUTS SHALL BE COR-BLUE COATED AS MANUFACTURED BY TYLER UNION.2.ALL WATER MAIN SHALL BE LAID WITH A MINIMUM 6.5 FEET OF COVER FROM FINISHED GRADE. THE WATER MAIN BEDDING REQUIREMENTS REQUIRE THECONTRACTOR TO PROVIDE BEDDING STONE TO A POINT 12 INCHES ABOVE TOP OF PIPE. BEDDING STONE SHALL BE MECHANICALLY COMPACTED PRIOR TOPLACING THE BACKFILL MATERIAL.3.HYDRANTS SHALL BE INSTALLED 5 FEET BEHIND THE CURB AND SHALL BE SET WITH CENTER OF THE PUMPER NOZZLES 24 INCHES ABOVE THE TOP OF CURB.ALL HYDRANT LEADS SHALL HAVE A 6-INCH AUXILIARY VALVE INSTALLED BEHIND THE CURB. HYDRANTS SHALL BE WATEROUS WB-67 WITH TWO (2) PUMPERNOZZLES ONLY.4.WATER MAIN VALVES SHALL BE LOCATED SUCH THAT NO VALVE IS CLOSER THAN 10 FEET TO AN ADJACENT VALVE.5.UNLESS OTHERWISE INDICATED, A WATER SERVICE LATERAL SHALL BE INSTALLED AT EACH LOCATION WHERE A SEWER LATERAL IS SHOWN ON THE PLANS.WATER SERVICES SHALL BE 1-INCH DIAMETER UNLESS OTHERWISE SHOWN AND SHALL EXTEND 4 FEET INTO THE LOT.6.BACKFILL MATERIAL SHALL BE FREE OF VEGETATION, ORGANIC MATTER, TOPSOIL, FROZEN SOIL, CLODS AND STONES OVER 6 INCHES IN DIAMETER, OR ANYOTHER UNSUITABLE MATERIAL. ALL BACKFILL SHALL BE CAREFULLY PLACED TO PREVENT DAMAGE TO OR DISPLACEMENT OF THE PIPE.7.THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES AND CURB BOXES TO THE FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY VALVES BOXESDAMAGED OR OTHERWISE DISTURBED PRIOR TO ACCEPTANCE SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.*THE ABOVE NOTES ARE FOR THE CONVENIENCE OF THE CONTRACTOR AND ARE NOT INCLUSIVE NOR DO THEY SUPERSEDE THE SPECIFICATIONS. WATER MAIN GENERAL NOTES 1.ALL GRADES SHOWN ARE FINAL FINISHED SURFACE GRADES.2.ALL DISTURBED AREAS EXCEPT TERRACES SHALL BE RE-TOPSOILED TO A MINIMUM DEPTH OF 4 INCHES, SEEDED, FERTILIZED, ANDMULCHED BY THE CONTRACTOR WITHIN 14 DAYS OF INITIAL DISTURBANCE.3.AREAS NOT RESTORED WITH EROSION MATTING OR OTHER STABILIZATION MEASURES SHALL BE STABILIZED WITH MULCH.4.APPLY ANIONIC POLYMER TO DISTURBED AREAS IF EROSION BECOMES PROBLEMATIC.5.MULCH SHALL BE WEED-FREE STRAW AND SHALL BE INSTALLED AT THE RATE OF 2 TONS PER ACRE PER SECTION 627 OF "STANDARDSPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION"6.PERMANENT SEEDING SHALL NOT OCCUR BETWEEN SEPTEMBER 15TH AND APRIL 15TH. ALTERNATE SEEDING/PLANTING METHODSAND/OR EROSION PROTECTION MAY BE NECESSARY FOR SEEDING/PLANTING THAT OCCURS DURING THAT TIME. COORDINATE WITHTHE OWNER AS NECESSARY.7.IF THE CONTRACTOR IS UNABLE TO SEED AND MULCH THE TERRACE AREAS WITHIN 48 HOURS OF THE PLACEMENT OF TOPSOIL, THECONTRACTOR SHALL INSTALL 6-FOOT WIDE EROSION MAT BEHIND THE CURB AND GUTTER. THE COST OF PLACING THIS EROSION MATIS INCIDENTAL TO TERRACE RESTORATION.8.SEED MIXTURES SHALL MEET THE FOLLOWING REQUIREMENTS:8.1.ALL DISTURBED AREAS OUTSIDE THE STREET RIGHT-OF-WAY SHALL BE SEEDED WITH OLDS LAWN SEED, QUICK-TO-GROW, ORAPPROVED EQUAL, AT THE RATE OF 4 POUNDS PER 1,000 SQUARE FEET AND MULCHED WITH CLEAN STRAW MULCH AT THE RATEOF 70-130 POUNDS PER 1,000 SQUARE FEET. ALL DISTURBED AREAS SHALL BE DEEP TILLED PRIOR TO SEEDING AND MULCHING.MULCH SHALL BE PUNCHED INTO THE SOIL TO A MINIMUM DEPTH OF 2 INCHES USING A MULCH TILLER WHILE TRAVELING ON THECONTOUR.8.2.INFILTRATION BASIN SIDE SLOPES AND BERM SHALL BE LOW MAINTENANCE NATIVE SEED MIX.8.3.INFILTRATION BASIN BOTTOM SURFACE AREA SHALL BE NATIVE WETLAND SEED MIX WITH NURSE COVER CROP. NATIVE SEEDINGSHALL BE COMPLETED IN THE FALL (AS DORMANT SEEDING PRIOR TO FIRST SNOWFALL) OR IN THE SPRING (BETWEEN MAY 1 ANDJUNE 20.)9.TEMPORARY STABILIZATION SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING OPTIONS:a.TEMPORARY SEEDING CONSISTING OF ANNUAL RYE GRASS APPLIED AT A RATE OF 1.5 LBS PER 1000 SQUARE FEET,b.WISDOT PAL CLASS I TYPE B URBAN EROSION CONTROL MAT.10.ALL SLOPES EXCEEDING 5:1 SHALL USE PRESCRIPTIVE COMPLIANCE INCLUDING SLOPE INTERRUPTION PER WNDR TECH. STD. 1071, SOILSTABILIZATION (PERMANENT SEEDING AND CLASS I, TYPE B EROSION MATTING ON SLOPES OR EROSION MATTING IN DRAINAGE SWALESAS PRESCRIBED IN STABILIZATION SCHEDULE) AND LIMITING THE MAX PERIOD OF BARE SOIL EXPOSURE TO 90 DAYS.11.CLASS III, TYPE C TURF REINFORCEMENT MATTING TO BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDELINES. APPROVEDMATTING SHALL BE THOSE LISTED ON THE WISCONSIN DEPARTMENT OF TRANSPORTATION'S EROSION CONTROL PRODUCTACCEPTABILITY LIST OR APPROVED EQUIVALENT. PER WDNR TECHNICAL STANDARD 1053, A CLASS I, TYPE B OR CLASS II, TYPE B OR CMUST BE PLACED OVER THE AREAS WHERE CLASS III, TYPE C TURF REINFORCEMENT MATTING IS SHOWN ON THE PLANS.12.ON-SITE BORROW PITS MUST BE CONSTRUCTED WITH THE SAFETY OF THE GENERAL PUBLIC IN MIND. GRADING, SEEDING & RESTORATION NOTES Page 41 of 57 200+00 201+00 202+00 203+00 204+00 205+00 205+51100+00101+00102+00103+00104+00 105+00 COMMCOMM COMM COMMCOMM COMM COMM COMM COMM COMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM 8"WAT8"WAT8"WAT8"WAT8"WAT GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGAS 1"WAT 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT 6"WAT E E EEM GM EE VLT GM 1"WAT EM 8"SAN8"SAN8"SAN8"SAN8"SAN 8"SAN8"SAN8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN LOT 56,300 SQ. FT.0.14 ACRES LOT 29,654 SQ. FT.0.22 ACRES LOT 266,146 SQ. FT.0.14 ACRES LOT 175,276 SQ. FT.0.12 ACRESLOT 185,000 SQ. FT.0.11 ACRESLOT 195,316 SQ. FT.0.12 ACRESLOT 205,313 SQ. FT.0.12 ACRESLOT 215,309 SQ. FT.0.12 ACRESLOT 225,306 SQ. FT.0.12 ACRESLOT 235,302 SQ. FT.0.12 ACRESLOT 245,299 SQ. FT.0.12 ACRESLOT 255,295 SQ. FT.0.12 ACRES LOT 145,334 SQ. FT.0.12 ACRESLOT 135,000 SQ. FT.0.11 ACRESLOT 125,373 SQ. FT.0.12 ACRESLOT 115,373 SQ. FT.0.12 ACRESLOT 105,372 SQ. FT.0.12 ACRESLOT 95,372 SQ. FT.0.12 ACRESLOT 85,371 SQ. FT.0.12 ACRESLOT 75,371 SQ. FT.0.12 ACRESLOT 65,370 SQ. FT.0.12 ACRES OUTLOT 117,573 SQ FT0.40 ACRES LOT 410,021 SQ. FT.0.23 ACRES LOT 39,785 SQ. FT.0.22 ACRES LOT 15,500 SQ. FT.0.13 ACRES 0.25' LOT 165,594 SQ. FT.0.13 ACRES LOT 155,544 SQ. FT.0.13 ACRES1220121912181215 121412121211 12131212 1211 1210 1208 1205 1203 1202 1200 1198119511971200 119811991200 1195 1190 1185 11801175117311721171 1170 1170 1170 11801185 11851190 1195 1200 1205 1210 1215 121012091208 100+00101+00102+00103+00104+00 105+00 200+00 201+00 202+00 203+00 204+00 205+00 205+518"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SANSANSANSANSANSANSANSANSAN 8"SAN8"SAN8"SAN8"SAN8"SAN 8"SAN 8"SAN8"SAN8"SAN 8"SAN8"SAN 8"SAN 8"SAN8"SAN 8"SAN8"SAN8"SAN 8"SAN8"SAN 8"SAN8"SAN8"SAN 8"SAN8"SAN 8"SAN8"SAN 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT 8"SAN8"SAN 8"SAN 8"SAN8"SAN 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT 8"WAT8"WAT 8"WAT 11751176117711781179118011811182118311841185118611871188118911901191119211931194119511961197 1187118811891190119111921193119411951196119711981199120012011202120312041205120612071208120912101211121212131214 1215 1216 11751171117011661166117011711171 117111751175117111711175 1218 1218 12191215 1212 1215 1210 1205 1200 1195 11901200 1195 1190 1185 12051210 1215 1195119011851180 MICHELE STREET HIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289O-4 ELLEN COURT MICHELE STREET DRY BASIN:SURFACE: 1171.0 WET FOREBAY:WATER SURFACE: 1171.0WET BOTTOM: 1166.0LEVEL SPREADER:SURFACE: 1169.5OVERFLOW: 1170.0 SVETLANA CIRCLE Page 42 of 57 200+00 201+00 202+00 203+00 204+00 205+00 205+51100+00101+00102+00103+00104+00 105+00 COMMCOMM COMM COMMCOMM COMM COMM COMM COMM COMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM 8"WAT8"WAT8"WAT8"WAT8"WAT GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGAS 1"WAT 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT 6"WAT E E EEM GM EE VLT GM 1"WAT EM 8"SAN8"SAN8"SAN8"SAN8"SAN 8"SAN8"SAN8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN LOT 56,300 SQ. FT.0.14 ACRES LOT 29,654 SQ. FT.0.22 ACRES LOT 266,146 SQ. FT.0.14 ACRES LOT 175,276 SQ. FT.0.12 ACRESLOT 185,000 SQ. FT.0.11 ACRESLOT 195,316 SQ. FT.0.12 ACRESLOT 205,313 SQ. FT.0.12 ACRESLOT 215,309 SQ. FT.0.12 ACRESLOT 225,306 SQ. FT.0.12 ACRESLOT 235,302 SQ. FT.0.12 ACRESLOT 245,299 SQ. FT.0.12 ACRESLOT 255,295 SQ. FT.0.12 ACRES LOT 145,334 SQ. FT.0.12 ACRESLOT 135,000 SQ. FT.0.11 ACRESLOT 125,373 SQ. FT.0.12 ACRESLOT 115,373 SQ. FT.0.12 ACRESLOT 105,372 SQ. FT.0.12 ACRESLOT 95,372 SQ. FT.0.12 ACRESLOT 85,371 SQ. FT.0.12 ACRESLOT 75,371 SQ. FT.0.12 ACRESLOT 65,370 SQ. FT.0.12 ACRES OUTLOT 117,573 SQ FT0.40 ACRES LOT 410,021 SQ. FT.0.23 ACRES LOT 39,785 SQ. FT.0.22 ACRES LOT 15,500 SQ. FT.0.13 ACRES 0.25' LOT 165,594 SQ. FT.0.13 ACRES LOT 155,544 SQ. FT.0.13 ACRES 100+00101+00102+00103+00104+00 105+00 200+00 201+00 202+00 203+00 204+00 205+00 205+51 4"SAN 4"SAN 1"WAT4"SAN 4"SAN1"WAT4"SAN 4"SAN1"WAT4"SAN 4"SAN 1"WAT 4"SAN4"SAN1"WAT 4"SAN4"SAN1"WAT 4"SAN4"SAN1"WAT 4"SAN4"SAN1"WAT 4"SAN4"SAN1"WAT 4"SAN4"SAN1"WAT 4"SAN4"SAN1"WAT 4"SAN4"SAN1"WAT 4"SAN4"SAN1"WAT 4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN1"WAT1"WAT 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SANSANSANSANSANSANSANSANSAN 8"SAN8"SAN8"SAN8"SAN8"SAN 8"SAN 8"SAN8"SAN8"SAN 8"SAN8"SAN 8"SAN 8"SAN8"SAN 8"SAN8"SAN8"SAN 8"SAN8"SAN 8"SAN8"SAN8"SAN 8"SAN8"SAN 8"SAN8"SAN 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT 8"SAN8"SAN 8"SAN 8"SAN8"SAN 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT8"WAT 8"WAT 8"WAT8"WAT 8"WAT HIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289O-5 MICHELE STREET ELLEN COURT MICHELE STREET SVETLANA CIRCLE Page 43 of 57 Elevation Station 11681170117211741176117811801182118411861188119011921194119611981200 11681170117211741176117811801182118411861188119011921194119611981200 100+00101+00102+00103+00Station 115511561158116011621164116611681170117211741176117811801182118411861188 103+00104+00104+50 4.60% 4.10% 9.50% 8.50% GRADE BREAK STA = 100+90.00ELEV = 1197.412 GRADE BREAK STA = 103+87.51ELEV = 1174.827 GRADE BREAK STA = 102+50.00ELEV = 1183.933 LOW PT STA: 103+86.04LOW PT ELEV: 1174.89PVI STA:103+28.84PVI ELEV:1177.23K:26.00LVC:114.40 BVCS: 102+71.64BVCE: 1182.09 EVCS: 103+86.04EVCE: 1174.89 HIGH PT STA: 100+95.66HIGH PT ELEV: 1197.15PVI STA:101+25.04PVI ELEV:1195.80K:12.00LVC:58.75 BVCS: 100+95.66BVCE: 1197.15 EVCS: 101+54.41EVCE: 1193.01 1199.6 1198.9 1198.0 1196.81196.94 1194.91195.44 1193.41193.42 1191.71191.06 1189.91188.68 1187.81186.31 1185.31183.93 1183.01181.81 1180.71179.84 1178.81178.11 1177.61176.61 1175.21175.36 1174.5 1173.7 22.5° BENDSTA:103+77.31OFFSET:-0.18'TOP ELEVATION: 1168.75' 120' of 8" D.I. WATERMAIN 8" VALVESTA:102+56.25OFFSET:7.31'TOP ELEVATION: 1176.83'4' of 8" D.I. WATERMAIN8X6 TEESTA:102+51.25OFFSET:7.49'TOP ELEVATION: 1177.29' 5' of 8" D.I. WATERMAIN8X8 TEESTA:102+45.48OFFSET:7.70'TOP ELEVATION: 1177.81'4' of 8" D.I. WATERMAIN 8" VALVESTA:102+40.49OFFSET:7.89'TOP ELEVATION: 1178.26' 107' of 8" D.I. WATERMAIN 35' of 8" D.I. WATERMAIN SAN MH NO. 2STA:101+30.00 OFF:0.00RIM:1195.08INV IN (N):1185.08 8" PVC 107' of 8" PVC @ 9.18% SAN MH NO. 1STA:102+37.42 OFF:0.00RIM:1185.13INV OUT (N):1175.12 8" PVCINV OUT (S):1175.22 8" PVCINV OUT (W):1175.22 8" PVC 142' of 8" PVC @ 5.44% STM MH NO. 3STA:103+68.74 OFF:-11.82LRIM:1175.42INV OUT:1172.82 15" RCPINV OUT:1172.57 18" RCPINV OUT:1172.79 15" RCP (P - 3) 112' of 15" RCP @ 5.00% STM MH NO. 4STA:102+59.10 OFF:-8.00LRIM:1183.32INV IN:1178.34 15" RCPINV OUT:1178.34 15" RCPINV OUT:1178.34 15" RCP STM INL NO. 7STA:101+97.64 OFF:-20.00LRIM:1188.42INV IN:1184.42 15" RCP 100+00 101+00 102+00 103+00 104+00 105+00 205+00205+51 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN 4"SAN 4"SAN 1"WAT 1"WAT 4"SAN 4"SAN 4"SAN 1"WAT 1"WAT 1"WAT 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN SANSANSANSANSANSANSANSANSANSANSANSANSAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 6"WAT 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT GASGASGASGASGASGASGASGAS GASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GASGASGAS GASGASGAS 1"WAT1"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 6"WAT6"WAT 1"WAT1"WAT 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN SANSAN SANSAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN SANSAN LOT 56,300 SQ. FT.0.14 ACRES LOT 266,146 SQ. FT.0.14 ACRES LOT 15,500 SQ. FT.0.13 ACRES 205+00205+51 100+00 101+00 102+00 103+00 104+00 105+00 4" PVC SAN LATSTA:204+94.89OFF:40.00'L 4" PVC SAN LATSTA:204+99.89OFF:40.00'R 1" COPPER WAT LATSTA:204+92.89OFF:40.00'L 1" COPPER WAT LATSTA:204+97.89OFF:40.00'R SAN MH NO. 1STM INL NO. 7 STM INL NO. 6 STM INL NO. 5 STM MH NO. 4 STM INL NO. 4.1 SAN MH NO. 2 1" COPPER WAT LATSTA:101+31.25OFF:39.81'R1" COPPER WAT LATSTA:101+74.26OFF:40.00'R1" COPPER WAT LATSTA:102+24.26OFF:40.00'R1" COPPER WAT LATSTA:102+74.25OFF:40.00'R 4" PVC SAN LATSTA:101+33.25OFF:39.81'R 4" PVC SAN LATSTA:101+76.26OFF:40.00'R4" PVC SAN LATSTA:102+26.26OFF:40.00'R 4" PVC SAN LATSTA:102+76.25OFF:40.00'R P - 1 STM INL NO. 2P - 2P - 2 STM MH NO. 3P - 2P - 2.1STM INL NO. 3.1 P - 3 P - 3.1P - 4 P - 5 P - 68X6 TEESTA:1+56.30OFFSET:0.00' 8X8 TEESTA:1+50.52OFFSET:0.00'8" VALVESTA:5+62.20OFFSET:0.00'8" VALVESTA:1+61.30OFFSET:0.00' PROPOSED HYDRANTSTA:102+51.25OFF:22.75'R6" VALVE & BOX15 LF - 6" DI WATER MAIN P - 2.2 STM CB NO. 3.1 P-1 PROPOSED CLEXISTING CL EXISTING SURFACEAT ℄ OF ROADWAYPROPOSED SURFACEAT ℄ OF ROADWAY SVETLANACIRCLE MICHELE STREET MINIMUM 4-FOOT WIDE X8-FOOT LONG INSULATIONABOVE WATER MAIN (TYP.) APPROXIMATEBEDROCK ELEVATION6.5' DEPTH, MIN.6.5' DEPTH, MIN. HIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289 Page 44 of 57 Elevation Station 118611881190119211941196119812001202120412061208121012121214121612181220 118611881190119211941196119812001202120412061208121012121214121612181220 200+00201+00202+00203+00Station 11701172117411761178118011821184118611881190119211941196119812001202 203+00204+00205+00205+51 2.50% 2.89%1.79% 8.50% 7.60% GRADE BREAK STA = 200+00.00ELEV = 1217.367 GRADE BREAK STA = 205+32.57ELEV = 1185.450 GRADE BREAK STA = 205+50.57ELEV = 1185.127 GRADE BREAK STA = 203+45.77ELEV = 1195.477 LOW PT STA: 205+31.17LOW PT ELEV: 1185.49PVI STA:204+44.04PVI ELEV:1188.01K:37.00LVC:174.27 BVCS: 203+56.90BVCE: 1194.63 EVCS: 205+31.17EVCE: 1185.49 HIGH PT STA: 200+65.00HIGH PT ELEV: 1215.74PVI STA:201+25.00PVI ELEV:1214.24K:20.00LVC:120.00 BVCS: 200+65.00BVCE: 1215.74 EVCS: 201+85.00EVCE: 1209.14 1215.51216.74 1214.81216.12 1214.11215.47 1213.31214.56 1212.41213.34 1211.41211.81 1210.11209.97 1208.61207.87 1207.01205.74 1205.41203.62 1203.31201.49 1201.11199.37 1198.91197.24 1196.61195.15 1194.61193.30 1192.91191.61 1191.41190.08 1190.21188.73 1189.31187.54 1188.31186.52 1187.61185.67 1186.61185.14 8X8 TEESTA:202+10.93OFFSET:-8.00'TOP ELEVATION: 1200.27'4' of 8" D.I. WATERMAIN 8' of 8" D.I. WATERMAIN 8" VALVESTA:202+05.93OFFSET:-8.00'TOP ELEVATION: 1200.70'4' of 8" D.I. WATERMAIN8" VALVESTA:202+15.93OFFSET:-8.00'TOP ELEVATION: 1199.85' 337' of 8" D.I. WATERMAINSAN MH NO. 1STA:102+37.42 OFF:0.00RIM:1185.13INV OUT (N):1175.12 8" PVCINV OUT (S):1175.22 8" PVCINV OUT (W):1175.22 8" PVC SAN MH NO. 3STA:102+36.55 OFF:-141.10LRIM:1191.01INV IN (E):1181.01 8" PVCINV OUT (W):1181.11 8" PVC 141' of 8" PVC @ 4.10% 284' of 8" PVC @ 7.81% SAN MH NO. 4STA:201+25.00 OFF:0.00RIM:1213.34INV IN (E):1203.34 8" PVCINV OUT (W):1203.44 8" PVC 115' of 8" PVC @ 3.20% SAN MH NO. 5STA:102+34.09 OFF:-540.36LRIM:1217.11INV IN (E):1207.11 8" PVC STM INL NO. 5STA:102+55.17 OFF:-41.36LRIM:1185.74INV IN:1181.74 15" RCPINV OUT:1181.71 15" RCP 284' of 8" PVC @ 7.81% 337' of 8" D.I. WATERMAIN 102+00 103+00 200+00201+00202+00203+00204+00205+00205+51 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN 4"SAN4"SAN 1"WAT1"WAT 4"SAN 4"SAN 4"SAN 1"WAT 1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN 1"WAT1"WAT1"WAT1"WAT 4"SAN4"SAN4"SAN 1"WAT1"WAT1"WAT 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT 8"WAT8"WAT8"WAT8"WAT8"WAT6"WAT 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT 200+00201+00202+00203+00204+00205+00205+51102+00 103+00 0+00 8X8 TEESTA:2+19.82OFFSET:0.00'8" D.I. WATERMAIN 4" PVC SAN LATSTA:200+42.80OFF:49.54'L4" PVC SAN LATSTA:200+94.89OFF:40.00'L4" PVC SAN LATSTA:201+44.89OFF:40.00'L4" PVC SAN LATSTA:201+94.89OFF:40.00'L4" PVC SAN LATSTA:202+44.89OFF:40.00'L4" PVC SAN LATSTA:202+94.89OFF:40.00'L4" PVC SAN LATSTA:203+44.89OFF:40.00'L4" PVC SAN LATSTA:203+94.89OFF:40.00'L4" PVC SAN LATSTA:204+44.89OFF:40.00'L4" PVC SAN LATSTA:204+94.89OFF:40.00'L 4" PVC SAN LATSTA:204+99.89OFF:40.00'R4" PVC SAN LATSTA:204+49.89OFF:40.00'R4" PVC SAN LATSTA:203+99.89OFF:40.00'R4" PVC SAN LATSTA:203+49.89OFF:40.00'R4" PVC SAN LATSTA:202+99.89OFF:40.00'R4" PVC SAN LATSTA:202+49.89OFF:40.00'R4" PVC SAN LATSTA:201+99.89OFF:40.00'R4" PVC SAN LATSTA:201+49.89OFF:40.00'R4" PVC SAN LATSTA:200+99.89OFF:40.00'R4" PVC SAN LATSTA:200+38.78OFF:59.92'R 1" COPPER WAT LATSTA:204+42.89OFF:40.00'L1" COPPER WAT LATSTA:204+92.89OFF:40.00'L 1" COPPER WAT LATSTA:204+97.89OFF:40.00'R1" COPPER WAT LATSTA:204+47.89OFF:40.00'R1" COPPER WAT LATSTA:203+97.89OFF:40.00'R1" COPPER WAT LATSTA:203+47.89OFF:40.00'R 1" COPPER WAT LATSTA:202+97.89OFF:40.00'R1" COPPER WAT LATSTA:202+47.89OFF:40.00'R1" COPPER WAT LATSTA:201+97.89OFF:40.00'R1" COPPER WAT LATSTA:201+47.89OFF:40.00'R1" COPPER WAT LATSTA:200+97.89OFF:40.00'R 1" COPPER WAT LATSTA:200+36.78OFF:59.99'R 1" COPPER WAT LATSTA:200+40.80OFF:49.77'L1" COPPER WAT LATSTA:200+92.89OFF:40.00'L1" COPPER WAT LATSTA:201+42.89OFF:40.00'L1" COPPER WAT LATSTA:201+92.89OFF:40.00'L1" COPPER WAT LATSTA:202+42.89OFF:40.00'L1" COPPER WAT LATSTA:202+92.89OFF:40.00'L1" COPPER WAT LATSTA:203+42.89OFF:40.00'L1" COPPER WAT LATSTA:203+92.89OFF:40.00'L 1" COPPER WAT LAT4" PVC SAN LAT 4" PVC SAN LAT1" COPPER WAT LAT 8" VALVESTA:2+14.82OFFSET:0.00' 8" VALVESTA:2+24.82OFFSET:0.00' SAN MH NO. 5SAN MH NO. 4SAN MH NO. 1 STM INL NO. 7STM INL NO. 6 STM INL NO. 5STM MH NO. 4STM INL NO. 4.1 SAN MH NO. 3 1" COPPER WAT LATSTA:101+74.26OFF:40.00'R 1" COPPER WAT LATSTA:102+24.26OFF:40.00'R 4" PVC SAN LATSTA:101+76.26OFF:40.00'R 4" PVC SAN LATSTA:102+26.26OFF:40.00'R 4" PVC SAN LATSTA:102+76.25OFF:40.00'R P - 3 P - 3.1 P - 4P - 5P - 6 8X6 TEESTA:1+56.30OFFSET:0.00'8X8 TEESTA:1+50.52OFFSET:0.00'8" VALVESTA:5+62.20OFFSET:0.00' 8" VALVESTA:1+61.30OFFSET:0.00' PROPOSED HYDRANT8X6 REDUCER6" VALVE & BOX 45° BENDSTA:0+11.55OFFSET:0.00' 6.5' DEPTH, MIN. P-2 SVETLANA CIRCLE PROPOSED CLEXISTING CL EXISTING SURFACEAT ℄ OF ROADWAYPROPOSED SURFACEAT ℄ OF ROADWAY MICHELE STREET APPROXIMATEBEDROCK ELEVATION APPROXIMATEBEDROCK ELEVATION HIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289 6.5' DEPTH, MIN. Page 45 of 57 Elevation Station 11901192119411961198120012021204120612081210121212141216121812201222 11901192119411961198120012021204120612081210121212141216121812201222 0+001+002+00 1206.55 1207.83 1208.83 1209.83 1211.8 1210.8 114' of 8" D.I. WATERMAIN11.25° VERTICAL BENDSTA:1+14.84OFFSET:0.00'TOP ELEVATION: 1204.43' 28' of 8" D.I. WATERMAIN 45° BENDSTA:1+43.45OFFSET:0.00'TOP ELEVATION: 1204.39' 2' of 8" D.I. WATERMAIN45° BENDSTA:1+46.28OFFSET:0.00'TOP ELEVATION: 1204.39'10' of 8" D.I. WATERMAIN 45° BENDSTA:1+56.64OFFSET:0.00'TOP ELEVATION: 1204.39' 3' of 8" D.I. WATERMAIN45° BENDSTA:1+59.47OFFSET:0.00'TOP ELEVATION: 1204.39' 202+00 203+00 4"SAN 4"SAN 4"SAN 1"WAT 1"WAT 4"SAN 4"SAN 4"SAN 1"WAT 1"WAT 4"SAN 4"SAN 4"SAN 1"WAT 1"WAT 4"SAN 4"SAN 4"SAN 1"WAT 1"WAT 4"SAN 1"WAT 1"WAT 1"WAT 4"SAN 4"SAN 4"SAN 1"WAT 1"WAT 1"WAT 4"SAN 4"SAN 4"SAN 1"WAT 1"WAT 1"WAT 4"SAN 4"SAN 4"SAN 1"WAT 1"WAT 1"WAT 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT 8"WAT8"WAT8"WAT8"WAT8"WAT8"WAT COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN SANSAN 5,316 SQ. FT.0.12 ACRESLOT 205,313 SQ. FT.0.12 ACRESLOT 215,309 SQ. FT.0.12 ACRESLOT 225,306 SQ. FT.0.12 ACRES LOT 125,373 SQ. FT.0.12 ACRESLOT 115,373 SQ. FT.0.12 ACRESLOT 105,372 SQ. FT.0.12 ACRESLOT 95,372 SQ. FT.0.12 ACRES 202+00 203+000+00 1+00 1+60 8X8 TEESTA:2+19.82OFFSET:0.00' 45° BENDSTA:1+43.45OFFSET:0.00'45° BENDSTA:1+46.28OFFSET:0.00'45° BENDSTA:1+56.64OFFSET:0.00' 8" D.I. WATERMAIN 8" VALVESTA:2+14.82OFFSET:0.00' 8" VALVESTA:2+24.82OFFSET:0.00' P-3 ELLEN COURT SVETLANA CIRCLE EXISTING SURFACE AT℄ OF WATER MAINPROPOSED SURFACEAT ℄ OF WATER MAIN HIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289 6.5' DEPTH, MIN. Page 46 of 57 30'30' CENTERLINEROW ROW4.5'4% 18'18'2.5' 30" CONCRETE CURB & GUTTER W/ 4" DENSEGRADED BASE12" DENSE GRADED BASE COURSE 4" ASPHALT PAVEMENT(1.75" SURFACE, 4 MT 58-28 S OVER TACK COAT2.25" BINDER, 3 MT 58-28 S) 2.0% 2.0% 100.00 POINT REFERRED TO ONPROFILE 2.5' 1.0', TYP. 1' TERRACE: 6" TOPSOIL, SEED, FERTILIZER & MULCH MICHELE STREET TYPICAL SECTION 4'1.5% TYP. 5" CONCRETE SIDEWALKW/ 6" DENSE GRADED BASE 4.5' 1'4' 30'30' CENTERLINEROW ROW11.5'4% 16'16'2.5' 30" CONCRETE CURB & GUTTER W/ 4" DENSEGRADED BASE12" DENSE GRADED BASE COURSE4" ASPHALT PAVEMENT(1.75" SURFACE, 4 MT 58-28 S OVER TACK COAT2.25" BINDER, 3 MT 58-28 S) 2.0% 2.0% 100.00 POINT REFERRED TO ONPROFILE 2.5' 1.0', TYP. TERRACE: 6" TOPSOIL, SEED, FERTILIZER & MULCH SVETLANA CIRCLE TYPICAL SECTION 11.5' TERRACE: 6" TOPSOIL, SEED, FERTILIZER & MULCH 4% 1.5% TYP. 4% HIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289D-1 CONCRETE CURB & GUTTER DETAIL 1'-1"6"8 1/2" 6"2'-0"1 1/2"2 1/2"R 3"R8 1/2" 2'-0"1 1/2"6" 7" 7 3/4" 18" MIN.24" MAX. 18" MIN.24" MAX. 4'5' 4'5' RADIUSVARIABLE TERRACEVARIABLE CONCRETESIDEWALK CONCRETESIDEWALKSLOPEVARIABLE SLOPEVARIABLEDETECTABLE WARNING FIELD CONCRETE CURB &GUTTER NOTES:1.DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENTREQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.2.RAMPS SHALL BE BUILT AT 12H:1V, OR FLATTER. THE SIDEWALK ELEVATION MAY BE LOWERED TO MEET THE HIGH POINT OF RAMP.3.CURB RAMP DETECTABLE WARNING FIELD MATERIALS AND DEVICES SHALL BE APPROVED BY THE ENGINEER. THE DETECTABLEWARNING FIELD SHALL BE NON-PAINTED CAST IRON.4.SURFACE TEXTURE OF THE RAMP SHALL BE OBTAINED BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. WHEN THIS DISTANCE IS LESS THAN 6'-0" IT MAY BE DIFFICULT TOACHIEVE A 12H:1V SLOPE, OR FLATTER, ON THE RAMP. REDUCECURB HEIGHT IN TRIANGLE AREA TO ACHIEVE 12H:1V SLOPE, ORFLATTER, ON RAMP. 2" MINIMUM CURB HEIGHT. TERRACEVARIABLE LEGEND CONTRACTION JOINTFIELD LOCATED 30" STANDARD CURB & GUTTER30" DRIVEWAY CURB & GUTTER STANDARD CURB RAMPS 5.0" CONCRETE SIDEWALK4.0" BASE COURSECOMPACTED SUBGRADE MEDIUM BROOM FINISH4.0" ASPHALT PAVEMENT12.0" MIN. BASE COURSE COMPACTED SUBGRADE TYPICAL ASPHALT SECTIONTYPICAL SIDEWALK SECTION TOOLED EDGE FINISH, TYP.MEDIUM BROOM FINISHPERPENDICULAR TOWALK DIRECTION 4.0'4.0' 1.75" SURFACE OVER TACK COAT2.25" BINDER 1/4" TOOLED CONTROL JOINT TO1/4 PAVEMENT DEPTH, TYP. 1'-1"6"8" 6"2'-0"2 1/2"R 3"R 30" REJECT CURB & GUTTER NOTES:1.MIN. 6" BASE COURSE REQUIRED2.BASE COURSE SHALL EXTEND MIN. 1'-0" BEYOND BACK OF CURB3/4" 3" CLEAR, TYP,2 - #4 BARS (AT SERVICELATERALS ONLY)3" CLEAR, TYP,2 - #4 BARS (AT SERVICELATERALS ONLY) 3" CLEAR, TYP,2 - #4 BARS (AT SERVICELATERALS ONLY) Page 47 of 57 HIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289D-2 FIRE HYDRANT WATEROUS PACER WB-67WITH 2 PUMPER NOZZLES TRAFFIC BREAKAWAY FLANGE 1/2 CUBIC YARD WASHED STONEAROUND WEEP HOLE(3/4" TO 2" ∅) CONCRETE THRUSTBLOCKING TOUNDISTURBED SOIL CONCRETE THRUSTBLOCKING TOUNDISTURBED SOIL CONCRETE THRUSTBLOCKING TOUNDISTURBED SOIL ADJUST COVER TOFINAL STREETGRADE. VALVE BOX SHALL BEVERTICAL AFTERBACKFILLING ISCOMPLETEBASE OF BOX SHALL REST ONCOMPACTED BACKFILL WITHDIMENSION "A" AS SPECIFIED INTABLEALENGTH OF VALVE BOXDEPTH OF COVER 6' - 6" DEPTH OF TRENCH 6' - 6" + MAIN DIA. CURB & GUTTERCONCRETESIDEWALK (WHERE APPLICABLE) CURB BOX WITHSTATIONARY ROD CURB STOP 1/8 BEND 6' MINIMUM COVER END OF SERVICE PIPEHAMMERED SHUTSERVICE PIPE MAY BELAID WITH WATERSERVICE 12" ABOVESEWER LATERAL SIZE OF VALVEVALVE BOX BASEDIMENSION "A"INCHESNUMBERINCHES2 3 4 6 8 10 12 14 164 4 4 6 6 160 160 160 1606 6 8 12 17 22 27 39 44 AMERICAN FLOW CONTROLSERIES 2500 RESILIENTWEDGE GATE VALVE, ORAPPROVED EQUAL WATER SERVICE ACCESSORIESSERVICE SIZECORPORATIONSTOPSERVICE CLAMPSTOPCURB BOX *(6'-6")1"H-15008NLQ (1")NONEB-25209NH-10385 W/FOOT1 1/2"H-15013NLQ (1 1/2")REQUIREDB-25209NH-10386 W/FOOT2"H-15013NLQ (2")REQUIREDB-25209NH-10386 W/FOOT* ALL CURB BOXES SHALL BE FURNISHED WITH STATIONARY RODS 4"x8"x16" SOLIDCONCRETEMASONRY UNIT 6 MIL. POLYETHYLENEFILM OR GEOTEXTILEFABRIC CONCRETE THRUSTBLOCKING TOUNDISTURBED SOIL CONCRETE THRUSTBLOCKING TOUNDISTURBED SOILCONCRETE THRUSTBLOCKING TOUNDISTURBED SOIL CONCRETE THRUSTBLOCKING TOUNDISTURBED SOIL PROPERTY LINE 45.0°' CORPORATIONSTOP AUXILIARY VALVE VARIES3'12" SURFACE ORSUBGRADEZONE 195% MAXIMUMDENSITYZONE 290% MAXIMUMDENSITYBEDDING STONE, MECHANICALLYCOMPACTED COMPACTEDBACKFILLMATERIAL BEDDING 6" MIN. D12" BEDDING STONE, MECHANICALLYCOMPACTED D+16" MIN.D+24" MAX.6" MIN. BEDDING ZONEBEDDINGD/2INITIALBACKFILLZONEHAUNCHING ZONE NOTES:1.THE COSTS OF BEDDING SHALL BE INCLUDED IN THE UNIT PRICES BIDFOR THE PIPE.2.THE BEDDING INCLUDES THE BEDDING, HAUNCHING AND INITIALBACKFILL ZONES.3.THE BEDDING SHALL BE INSTALLED AND COMPACTED IN 6" MAXIMUMLIFTS. 6'-6" MINIMUM COVER SURFACE ORSUBGRADE SAND,LIMESTONE SCREENINGS,WASHED GRAVEL OR CRUSHEDSTONE BEDDING MATERIALMECHANICALLY COMPACTED12" MIN. 6" FINISHED GRADE BEDDING STONE, MECHANICALLYCOMPACTED COMPACTED BACKFILLMATERIALEXTRUDED HIGH DENSITYPOLYSTYRENE INSULATION BOARDMINIMUM 2" THICK AND O.D. + 24"WIDEO.D. + 24" MIN. BEDDING 6"MIN.12" 6" MIN.MIN. 18" MINIMUM PROVIDE AUXILIARY6" VALVE IN BOXFINISHED GRADE 5' TYPICAL CURB &GUTTER CENTER OF PUMPER NOZZLE 24"ABOVE TOP OF CURB -NOZZLES SHALL BE 45° TO STREET HYDRANT LEAD -6" PIPE MINIMUM 4"x8"X16" SOLID CONCRETEMASONRY UNIT + MINIMUM 6" OF BEDDING MATERIALMAIN6" BEDDING STONE,MECHANICALLY COMPACTED MIN. MIN. WATER MAIN COMPACTED BACKFILL SHALL BESELECT BACKFILLCOMPACTED BACKFILL SHALL BESELECT BACKFILL WOOD 2"x4" OF AT ENDOF SERVICE PIPE 3' MINIMUM 4' MINIMUM FINISHEDGRADE MARK END OF WATERSERVICE WITH WOOD4"x4" POST4'VARIES'VARIES MAIN TEEHYDRANT LEAD PIPE 24" THE HYDRANT AND HYDRANT VALVESHALL BE CONNECTED TO THE MAIN TEEBY MEGALUG MECHANICAL JOINTRESTRAINTS (ALL JOINTS).FIRE HYDRANT DETAIL THRUST BLOCKING DETAIL WATER SERVICE DETAILFIRE HYDRANT BLOCKING DETAIL TYPICAL INSULATION DETAILTYPICAL TRENCH COMPACTIONWATER MAIN BEDDING DETAILVALVE BOX DETAIL EQ. SPACING, TYP.EQ. SPACING, TYP. GATE VALVE ADAPTOR UNDERVALVE BOX BY ADAPTOR, INC.OR APPROVED EQUIVALENT GATE VALVE ADAPTOR UNDERVALVE BOX BY ADAPTOR, INC.OR APPROVED EQUIVALENT Page 48 of 57 HIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289D-3 24" 31"8"6"O.D. MIN. 43"36 1/2" 36" 2" O.D./2CONCRETE FILLET 6 1/2"EDGE OFGUTTER4"MIN. 1"MAX. 6 3/4"MIN. 2 1/4"MAX. 8" RIM ELEVATION SHOWNON PLANS 8" CAST-IN-PLACEOR 5" PRECAST 8" CAST-IN-PLACEOR 5" PRECAST 3 1/4" 6" MECHANICALLYCOMPACTEDCRUSHED STONE R-3067(TYPICAL) 6" MECHANICALLYCOMPACTEDCRUSHED STONE8" CAST-IN-PLACEOR 5" PRECAST MIN. 2 1/4"MAX. 8" 3 1/4"MORTAR TYPE MOR S ADJUSTINGBLOCK/RING 8" CAST-IN-PLACEOR 5" PRECAST ADJUSTINGBLOCK/RING 6" MANDREL O.D. 1/2" 1/4" DIA. 30°ABA1/2" ANGLE IRON(9) REQUIRED 1" DIA. 1/2" ROUND OFFCORNERS 1/2"1/2" 40.0°'RING MADE FROM1/2" PLATE1" TRIM ENDS OFANGLES TO FITWELD TOGETHERSAMPLE MARKING O.D. MANDREL O.D. RING O.D.SIZE"A""B"303330343034 SDR35ABS 2680303330343034 SDR35ABS 2680 6"4.0"4"5.61"5.61"5.61"*5.62"4.96"4.90"4.90"*4.91" 8"5.3"6"7.36"7.60"7.52"7.36"6.65"6.65"6.81"6.65" 10"6.7"6"9.21"9.50"9.40"9.26"8.50"8.79"8.69"8.55" 12"8.0"8"11.06"11.30"11.19"11.16"10.35"10.59"10.48"10.45" 15"10.0"9"13.82"----14.01"13.11"----13.30"* ABS 2751 DIMENSIONS ARE FOR ALLOWABLE 5% DEFLECTION.NUMBERS 3033, 3034, 3034 SDR 35, ABS 2680, AND ABS 2751 REFER TO A.S.T.M. DESIGNATIONS.AFTER CONSTRUCTION IS COMPLETED, TRUE THE O.D. DIMENSION FOR THE FULL LENGTH OF "B" TO +0.01" BY TOOL & LATHE OR GRINDING. 25 1/4"23" 20 1/2"36" 1 1/2" 4" OR 9" APPROXIMATE TOTAL WEIGHTS:R-1550, 9" FRAME AND LID = 238 LBS.R-1689, 4" FRAME AND LID = 272 LBS. 12"1 5/8"1" 1" 1"10"1" NOTE: STEPS ARE TO LINE UPVERTICALLY 16" O.C. IN MANHOLE ASPHALTIC STREETTHE PATCH SHALL BE 12" CRUSHED STONE BASE,GRADATION #2, OVERLAID WITH ASPHALT UPPER LAYEREQUAL IN THICKNESS TO THE EXISTING BITUMINOUSPAVEMENT, WITH A MINIMUM THICKNESS OF 4". THEPAVEMENT ALONG THE PATCH SHALL BE SAWCUT, FULLDEPTH. THE EDGES OF THE PATCH SHALL BE VERTICAL,FREE OF LOOSE STONES OR PAVEMENT PIECES. THECRUSHED STONE BASE COURSE SHALL BE INSTALLED INTWO LIFTS. THE LOWER LIFT SHALL BE THOROUGHLYMECHANICALLY COMPACTED PRIOR TO PLACING THEUPPER LIFT. THE ASPHALT UPPER LAYER SHALL BE LAIDIN TWO LIFTS. THE ASPHALT UPPER LAYER SHALL BEMACHINE LAID WHERE DIRECTED BY THE ENGINEER.WHERE THE ASPHALT UPPER LAYER IS MACHINE LAID ANDIS NOT MORE THAN 3" IN THICKNESS IT MAY BE LAID INONE LIFT. 9" CASTING AS SPECIFIED. SET FLUSHWITH FINAL PAVEMENT GRADE. 24"OFFSET CONE 48" MANHOLE ONLY.FLAT SLAB ON 60" AND LARGER MANHOLES.ALL JOINTS SHALL BE MADE WATERTIGHTUSING KENT-SEAL NO. 2 FLEXIBLE BUTYLRUBBER PIPE JOINT MATERIAL OR APPROVEDEQUAL #4 BARS 8" O.C. EACH WAY. REINFORCEDPRECAST BOTTOM SECTION MAY BE USED ASALTERNATIVE. CONCRETE FILLET * 12"8" MECHANICALLY COMPACTEDBEDDING STONE DIA. AS SPECIFIED48" MINIMUM STEPS 16"O.C. ON SANITARY SEWERUSE KOR-N-SEALNEOPRENE BOOT.ON STORM SEWER USEMORTARED JOINT. NEW ASPHALTICSURFACE NEW AGGREGATEBASE SIDE OR TOP VIEWEND VIEW 3' MINIMUMMARK LATERAL WITH4"x4" WOOD POSTFINISHED GRADE WOOD 2"x4" AT ENDOF LATERAL END PLUG ORSTOPPERUNLESS OTHERWISE NOTEDLATERALS SHALL BE 4" INDIAMETER LAID AT A STANDARDSLOPE OF 1/4" PER FOOT 12" 12" MECHANICALLYCOMPACTEDBEDDING MATERIAL * 10" FOR MANHOLES UP TO 10' DEEP 12" FOR MANHOLES UP TO 12' DEEP TROWELED FILLETS 4'-0" I.D. MIN. PROVIDE BEDDING MATERIALTO POINT WHERE NORMALTRENCH WIDTH STARTS.FLEXIBLE JOINT FILLER 1/4" DIAMETER RING O.D. MANDREL DETAIL MECHANICALLYCOMPACTEDBEDDING MATERIAL 4' MINIMUM WYE FITTINGBEND 5" ADJUSTING RINGS 6" MIN., 12" MAX.ALL RINGS SHALL BE SEALED TOGETHER USING MASTIC ANDCRETEX EXTERNAL CHIMNEY SEAL OR APPROVED EQUAL6" 6"45.0°' LATERAL FLOW 23 1/4"3/4"1/2" 4" SANITARY SEWER LATERAL SANITARY SEWERMAIN LINE PROPERTYLINEBOX WITH CAP MARKED"SEWER" LOCATED ONPROPERTY LINEGROUNDSURFACE END OFLATERAL 10 GAUGE INSULATED TRACERWIRE, (GREEN), ON TOP OF SEWERLATERAL. INSTALL FROM ENDS OFLATERAL THEN LOOP UP INSIDE OFBOX AT PROPERTY LINE TYPE H CURB INLETTYPICAL FRONT SECTIONTYPICAL SIDE SECTION STANDARD PRECAST MANHOLEUTILITY TRENCH PAVEMENTRESTORATION DETAILS TYPE 3 STANDARD PRECAST MANHOLE PLAN MANHOLE CASTING MANHOLE STEP SANITARY SEWER LATERAL DETAILTYPICAL SECTION PLAN VIEW TYPICAL SECTIONSANITARY SEWER LATERAL TRACER WIRE DETAIL VARIES3'12" SURFACE ORSUBGRADEZONE 195% MAXIMUMDENSITYZONE 290% MAXIMUMDENSITYBEDDING STONE,MECHANICALLYCOMPACTED BACKFILLMATERIAL D12" BEDDING STONE,MECHANICALLYCOMPACTED D+16" MIN.D+24" MAX.6" MIN. BEDDING ZONEBEDDINGD/2 BEDDING INITIALBACKFILLZONEHAUNCHING ZONE NOTES:1.THE COSTS OF BEDDING SHALL BE INCLUDED IN THE UNITPRICES BID FOR THE PIPE.2.THE BEDDING INCLUDES THE BEDDING, HAUNCHING AND INITIALBACKFILL ZONES.3.THE BEDDING SHALL BE INSTALLED AND COMPACTED IN 6"MAXIMUM LIFTS. 6" MIN. COMPACTED BACKFILL SHALL BE SELECT BACKFILLCOMPACTEDBACKFILLMATERIAL TYPICAL TRENCH COMPACTIONCLASS B BEDDING DETAIL PIPE PIPE DIAMETERLENGTH4"6"8"10"12"15"18"21"24" 25'0:040:100:180:280:401:021:292:012:38 50'0:090:200:350:551:192:042:584:035:17 75'0:130:300:531:231:593:064:276:047:55 100'0:180:401:111:502:384:085:568:0510:39 125'0:220:501:282:183:185:097:269:5511:20 150'0:260:591:462:453:586:118:309:5511:20 175'0:311:092:033:134:377:058:30 200'0:351:192:213:405:177:05 225'0:401:292:394:085:40 250'0:441:392:564:355:40 275'0:481:493:144:43300'0:531:593:314:43325'0:572:093:47350'1:022:193:47375'1:062:29400'1:102:38425'1:152:48450'1:192:50475'1:242:50500'1:282:503:474:435:407:058:309:5511:20 LOW PRESSURE AIR TEST TIME(MANHOLE TO MANHOLE)ASPHALTPAVEMENTAGGREGATEBASE BEDDING STONE3.04' 3.00'3.00'3.00'0.67'0.25' TOP OF CURBEDGE OF PAVEMENTBOTTOM OF CURB FLOWLINE0.50'1.08' 1" EXPANSION JOINT1 - #4 REBAR1" EXPANSION JOINT7' LONG FRONT ELEVATION BACK OF CURBFACE OF CURB EDGE OF GUTTER2.00'0.50' 3.00'3.00'2.96'3.04' PLAN1 - #4 REBAR7' LONG 3.00' AREA OF CURB TO BE HAND-FORMED1" EXPANSION JOINT1" EXPANSION JOINT CURB & GUTTER INLET DETAIL Page 49 of 57 HIDDEN RIDGE NEIGHBORHOODVILLAGE OF MOUNT HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289D-4 GEOTEXTILE FABRIC EXISTING ROAD 50' 12" MIN. 30' CLEAR STONE MATERIAL NOTES INSTALLATION NOTESINSPECTION & MAINTENANCE NOTES CONSTRUCTION ENTRANCE (TRACKING PAD) 1. THE AGGREGATE FOR TRACKING PAD SHALL BE 3-6" CLEAR STONE.2. THE TRACKING PAD SHALL BE UNDERLAIN WITH A WDOT TYPE RGEOTEXTILE FABRIC.1. INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OFWDNR CONSERVATION PRACTICE STANDARD 1057.2. THE TRACKING PAD SHALL BE INSTALLED PRIOR TO ANY TRAFFICLEAVING THE SITE. STONE TRACKING PAD SHALL BE USED AT ALLPOINTS OF CONSTRUCTION EGRESS.3. DIMENSIONS OF THE TRACKING PAD SHALL BE MINIMUM AS NOTEDON THE FIGURE ABOVE.4. SURFACE WATER SHALL BE PREVENTED FROM PASSING THROUGHTHE TRACKING PAD. FLOWS SHALL BE DIVERTED AWAY FROMTRACKING PADS OR CONVEYED UNDER AND AROUND THEM USINGCULVERTS OR OTHER PRACTICES.5. TRACKING PAD SHALL BE REMOVED OR INCORPORATED INTOGRAVEL DRIVEWAY ONLY AFTER CONSTRUCTION IS COMPLETE ANDTHE SITE HAS BEEN STABILIZED. 1. STONE TRACKING PADS SHALL BE INSPECTED WEEKLY AND WITHIN 24HOURS AFTER EVERY PRECIPITATION EVENT THAT PRODUCES 0.5 INCHES OFRAIN OR MORE DURING A 24 HOUR PERIOD.2. ADDITIONAL AGGREGATE SHALL BE PLACED IF THE TRACKING PAD BECOMESBURIED OR IF SEDIMENT IS NOT BEING REMOVED EFFECTIVELY FROM THEVEHICLE TIRES.3. A MINIMUM 30-FEET WIDE BY 50-FEET LONG BY 12-INCH THICK PAD SHALLBE MAINTAINED AT ALL TIMES.4. THE TRACKING PAD PERFORMANCE SHALL BE MAINTAINED BY SCRAPING ORTOP-DRESSING WITH ADDITIONAL AGGREGATE.5. ANY SEDIMENT TRACKED ONTO A PUBLIC OR PRIVATE ROAD SHOULD BEREMOVED BY STREET CLEANING AT THE END OF EACH WORKING DAY.6. MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE WITHCONSIDERATION FOR SITE CONDITIONS. FLOWDIRECTION WOVEN GEOTEXTILE FABRIC ANCHOR TRENCH SECURE FABRIC TO POST WITH 0.5" STAPLESIN 5 PLACES MIN. SUPPORT CORD118 " x 118 " x 48" (MIN.) AIR OR KILN DRIEDHICKORY OR OAK POSTSGEOTEXTILE FABRIC 18" MIN. POLYESTEROR NYLON SUPPORTCORDFLOW 4" WIDE x 6" DEEPANCHOR TRENCH8" MIN. GEOTEXTILE INANCHOR TRENCH BACKFILL AND COMPACTANCHOR TRENCH + 24" FLOW MATERIAL NOTES1.GEOTEXTILE FABRIC SHALL BE WOVEN AND SHALL CONFORM TO THE MATERIALREQUIREMENTS LISTED IN SECTION 628 OF THE WISDOT STANDARDSPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, 2003EDITION.INSTALLATION NOTES1.INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF WDNRCONSERVATION PRACTICE STANDARD 1056.2.CONSTRUCT THE SILT FENCE IN AN ARC WITH THE ENDS POINTING UPSLOPE TOAVOID EROSION AROUND THE ENDS OF THE FENCE.3.FAILURE TO PROPERLY ANCHOR SILT FENCE COULD RESULT IN WATER ANDSEDIMENT RELEASE BENEATH THE SILT FENCE. PROPERLY SECURE THE SILTFENCE INTO THE ANCHOR TRENCH.4.CONSTRUCT THE FENCE FROM A CONTINUOUS ROLL OF GEOTEXTILE TO AVOIDJOINTS. WHERE JOINTS ARE NECESSARY, OVERLAP TO THE NEXT POST ORWRAP ADJOINING FABRICS TOGETHER AROUND THE JOINT POST AND TIGHTLYFASTEN.5.SILT FENCE SHALL NOT BE USED IN AREAS OF CONCENTRATED FLOW. INSPECTION & MAINTENANCE NOTES1.AT A MINIMUM, PERFORM INSPECTIONS WEEKLY ANDWITHIN 24 HOURS OF PRECIPITATION EVENTSPRODUCING 0.5 INCHES OR MORE OF RAINFALL.2.INSPECT FENCES FOR DAMAGE TO STAKES AND FABRIC,UNDERCUTTING, EXCESSIVE SEDIMENT ACCUMULATION(GREATER THAN 12 OF THE FENCE HEIGHT), ANDINDICATIONS OF SCOUR AROUND THE EDGES.3.REPAIR OR REPLACE SILT FENCE WITHIN 24 HOURS OFIDENTIFYING AND DEFICIENCIES.SILT FENCE 48" MIN. FOLD 3"MAX. 6' TYP. / 8' MAX. 20" MIN. POSTBURIAL 1 1 2 2 3 3 4 4 AA BB CC DD SHEET 1 OF 1 DWG NOSIZESCALEREV CURB BACK EXTENSION DRAWN BY REPLACEABLE FILTER BAG FLEXSTORM INLET FILTERS TO MEET DANE COUNTY EROSION CONTROL STANDARDS Installation Instructions:1. Remove grate from the drainage structure2. Clean stone and dirt from ledge (lip) of drainagestructure3. Drop the inlet filter through the clear opening suchthat the hangers rest firmly on the lip of thestructure4. Replace the grate and confirm it is not elevated morethan 1/8" Maintenance Guidelines:1. Empty the sediment bag if more than half filled with sediment anddebris2. Remove the grate, engage the lifting points, and lift filter from thedrainage structure3. Dispose of sediment and debris as directed by the Engineer orMaintenance Contract4. Alternatively, an industrial vacuum can be used to collect sedimentfrom filter bag GALVANIZED STEEL FRAMING NON-WOVEN INNERBAG LINER (COVERINGLOWER HALF OF BAG) WOVEN OUTERBAG LAYER (HB) HYBRID FILTER BAG SPECIFICATIONS: IPP Flexstorm HD SpecificationsCA FLOWDIRECTION SEE PLANS FOR ANCHOR TRENCH LOCATIONS CHANNEL TERMINATION TWOROWS OF STAPLES 6" APARTOFFSET BY 3" MATERIAL NOTES1.ONLY PRODUCTS LISTED IN THE WISCONSIN DEPARTMENT OFTRANSPORTATION EROSION CONTROL PRODUCT ACCEPTABILITY LIST(PAL) ARE ACCEPTABLE FOR USE.2.STAPLES USED FOR CLASS I TYPES A & B MATS SHALL BE 1-2 INCHWIDE, U-SHAPED, MADE OF NO.11 (3.05mm) OR LARGER DIAMETERSTEEL WIRE, AND NOT LESS THAN 6 INCHES LONG FOR FIRM SOILSAND 12 INCHES LONG FOR LOOSE SOILS.INSTALLATION NOTES1.EROSION CONTROL REVEGETATIVE MATS (ECRM) SHALL BEINSTALLED AFTER TOPSOIL AND SEED HAVE BEEN PLACED.2.INSTALLATION OF ECRM SHOULD BE COORDINATED WITHPERMANENT RESTORATION PRACTICES.3.INSTALLATION SHALL CONFORM WITH WDNR CONSERVATIONPRACTICE STANDARD 1053.4.ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. THIS STANDARD DETAIL IS AN EXAMPLE OFTYPICAL INSTALLATION GUIDANCE.5.MATS SHALL BE IN FIRM AND CONTINUOUS CONTACT WITH THE SOIL.6.IF SECTIONS OF ECRM NEED TO BE OVERLAPPED, ENSURE THAT THEOVERLAP IS FACING DOWNSTREAM TO PREVENT WATER FROMFLOWING BENEATH THE ECRM.INSPECTION & MAINTENANCE NOTES1.INSTALL ADDITIONAL ANCHORING IN AREAS OF OBSERVED RILLINGAND CONCENTRATED FLOW BENEATH THE EROSION MAT. IF RILLINGIS SEVERE ENOUGH TO PREVENT VEGETATION ESTABLISHMENT,REMOVE EROSION MAT, REGRADE, COMPACT, RE-SEED, AND REPLACETHE SECTION OF MAT.2.IF PRODUCTS WITH PLASTIC NETTING ARE USED, REMOVE NETTINGOR REPLACE MAT IF SEPARATION OF THE NETTING FROM THE MAT ISOBSERVED.3.ALL MAINTENANCE ACTIVITIES SHOULD OCCUR AS SOON ASPOSSIBLE WITH CONSIDERATION OF SITE CONDITIONS.EROSION CONTROL MAT (CHANNELS) TRENCH APPROX.10" WIDE x 8" DEEP SOIL PILEFROMTRENCH FLOW STEP 1 STEP 2 STAPLES ARE THROUGHBOTH BLANKETS BLANKET OVERLAP,2"-4" FLOW6" OVERLAP 2 ROWS OF STAPLES4" APART FLOW 2 ROWS OF STAPLES: 4"SPACING BETWEENROWS, 12" SPACINGBETWEEN STAPLES2 ROWS OF STAPLES: 4"SPACING BETWEENROWS, 12" SPACINGBETWEEN STAPLES ANCHOR TRENCH DETAIL GENERAL STAPLE PATTERN:USE MANUFACTURER'S RECOMMENDATIONS. MAXIMUMDISTANCE BETWEEN STAPLES IS 4 FEET. ANCHOR TRENCHDIRECTION OFSURFACE FLOW 1.DIG 6" X 6" TRENCH2.LAY BLANKET IN TRENCH3.STAPLE AT 1.5' INTERVALS4.BACKFILL WITH NATURAL SOIL AND COMPACT5.BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUTAN ANCHOR TRENCH EROSION CONTROL MAT (SLOPES) STAPLE DENSITY SHALL BE A MINIMUMOF 3 U-SHAPED 8", 11 GAUGE METALSTAPLES PER SQUARE YARD (THIS MAYVARY AS DIRECTED BY GOVERNINGAUTHORITY). 6"6" 1' TO 3' OVERLAP LONGITUDINALJOINTS MINIMUM OF 6" ANCHOR TRENCH (SEE DETAIL ANDNOTES BELOW)OVERLAP END JOINTS MINIMUM OF 6"AND STAPLE OVERLAP AT 1.5'INTERVALS. EROSION CONTROL BLANKET(SEEDED AREAS) ON SIDE SLOPES OF 3:1 ORGREATER.BIO-DEGRADABLE, DOUBLE NETTED, LIGHT DUTY (WisDOT CLASS 1 TYPE B) MATERIAL NOTES1.DITCH CHECKS SHALL BE CONSTRUCTED OF APPROVED MATERIALS LISTED IN WISCONSIN DEPARTMENT OF TRANSPORTATIONEROSION CONTROL PRODUCT ACCEPTABILITY LIST (PAL) FOR TEMPORARY DITCH CHECKS.2.EROSION MAT SHALL BE SELECTED AND INSTALLED PER THE REQUIREMENTS LISTED IN DETAIL D-7.3.WOOD STAKES SHALL MEET THE FOLLOWING REQUIREMENTS:FOR 12" SEDIMENT LOGS:118" X 118" X 30" AIR OR KILN DRIED HICKORY OR OAK STAKESFOR 20" SEDIMENT LOGS:118" X 118" X 48" AIR OR KILN DRIED HICKORY OR OAK STAKESINSTALLATION NOTES1.INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF WDNR CONSERVATION PRACTICE STANDARD 1062.2.PROPRIETARY DITCH CHECKS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.3.DITCH CHECK SHALL BE INSTALLED SUCH THAT ENDS ARE HIGHER THAN THE CENTER CREATING A STABLE OVERFLOW POINT. ENDSSHOULD BE A MINIMUM OF 6" HIGHER THAN THE EXPECTED DESIGN WATER LEVEL.4.DITCH CHECKS SHOULD BE INSTALLED SUCH THAT ADJOINING PROPERTY IS NOT NEGATIVELY IMPACTED.5.DITCH CHECKS SHOULD BE USED IN CONJUNCTION WITH OTHER PERMANENT RESTORATION PRACTICES. INSPECTION & MAINTENANCE NOTES1.DITCH CHECKS SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS AFTER EVERYPRECIPITATION EVENT THAT PRODUCES 0.5 INCHES OF RAIN OR MORE DURING A 24 HOURPERIOD.2.WHEN OBSERVING CONDITIONS OF DITCH CHECKS, PAY SPECIAL CONSIDERATION TO THEPRESENCE OF INDICATORS THAT WATER IS ERODING AROUND THE ENDS, UNDERCUTTINGTHE DITCH CHECK, OR SIGNIFICANT EROSION IS OCCURRING DOWNSTREAM OF THE DITCHCHECK. THESE ITEMS MAY INDICATE THE NEED FOR CLOSER SPACING ON DITCH CHECKS ORUSE OF A DIFFERENT EROSION MAT.3.SEDIMENT SHALL BE REMOVED FROM BEHIND THE DITCH CHECK WHEN IT REACHES 12 THE HEIGHT OF THE LOWEST ELEVATION OF THE DITCH CHECK.4.DITCH CHECKS SHALL BE REMOVED ONCE CHANNEL IS STABILIZED WITH VEGETATIONUNLESS PART OF A PERMANENT STORMWATER MANAGEMENT PLAN.5.MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE WITH CONSIDERATION FORSITE CONDITIONS.2'-0"2'-0" O.C. 8' FLOWWOOD STAKE TO ONLYPENETRATE NETTING 2" KEY TRENCH 16" MIN. CHANNELBOTTOM WOOD STAKE FLOWDIRECTION 12" - 20" STRAW WATTLE STAKE TO BEPLACED AT TOE OFSLOPE, BOTH SIDES 1' MIN. DITCH CHECK EROSION MATREFER TODETAIL D-4 Page 50 of 57 COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM 8"WAT8"WAT8"WAT GASGASGASGAS GASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GASGAS 1"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 8"WAT 6"WAT EEE EMGM E EVLT GM EM 8"SAN8"SAN8"SAN8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN1170 11711169 117111721173 1173 1172 1174 1220 12191218 121012111212 1210120912081207120612051204 1211 1217 12161215 121412131212 121112101209 1208120712061205120412031202 1201120011991198 1197 1196119511941193119211911190 121312141215 11891188 11871186 1185 1184118311821181118011791178117711761175117411731172 1210120912081207120612041205120312021201120011991198119711961195119411931192119111901189118811871186118511841183 118111821180 1179117811771176 LOT 56,300 SQ. FT.0.14 ACRES LOT 29,654 SQ. FT.0.22 ACRES LOT 266,146 SQ. FT.0.14 ACRESLOT 175,276 SQ. FT.0.12 ACRESLOT 185,000 SQ. FT.0.11 ACRESLOT 195,316 SQ. FT.0.12 ACRESLOT 205,313 SQ. FT.0.12 ACRESLOT 215,309 SQ. FT.0.12 ACRESLOT 225,306 SQ. FT.0.12 ACRESLOT 235,302 SQ. FT.0.12 ACRESLOT 245,299 SQ. FT.0.12 ACRESLOT 255,295 SQ. FT.0.12 ACRES LOT 145,334 SQ. FT.0.12 ACRESLOT 135,000 SQ. FT.0.11 ACRESLOT 125,373 SQ. FT.0.12 ACRESLOT 115,373 SQ. FT.0.12 ACRESLOT 105,372 SQ. FT.0.12 ACRESLOT 95,372 SQ. FT.0.12 ACRESLOT 85,371 SQ. FT.0.12 ACRESLOT 75,371 SQ. FT.0.12 ACRESLOT 65,370 SQ. FT.0.12 ACRES OUTLOT 117,573 SQ FT0.40 ACRES LOT 410,021 SQ. FT.0.23 ACRES LOT 39,785 SQ. FT.0.22 ACRES LOT 15,500 SQ. FT.0.13 ACRES R273.1 R50.0R50.0 R15.0 R15.0R50.0 6 0'30' 30' 6 0'30' 30' 6 0'30' 30' 6 0'30' 30' 6 0'30' 30'93.31'106.35'106.29'106.22'106.15'106.08'106.01'105.94'105.88' 25.14' 93.45'107.47'107.46'107.45'107.44'107.43'107.42'107.41'107.40' 110.00'50.00'110.00'81.78' 194.39' 197.00' N 89° 31' 34" W 559.54' 27.6' 44.68' 50.00' 50.00' 50.00' 51.08'92.30' 23.7'44.35'50.00'50.00'50.00'50.00'50.00'50.00'50.00'14.93'32.2'17.7'35.0'57.9' 59.1' 35.0' 16.5'32.5' 16.78'50.00'50.00'50.00'50.00'50.00'50.00'50.00'43.07'23.5'65.11' 25.9' N 89° 28' 28" W 259.79' N 0° 50' 21" E 274.88' S 89° 26' 10" E 653.75'S 89° 07' 42" E 151.33' S 2° 08' 57" E 273.32' 58.61'50.00'50.00'50.00'50.00'50.00'50.00'50.00'33.97'85.09'31.87' 137.44' 137.44' 33.04'84.66'33.38'49.75'50.00'50.00'50.00'50.00'50.00'50.00'60.82' 182.52' 123.13' 50.07' 50.07' 50.05'199.62'( N 89° 28' 31" W 259.73' ) PER CSM 14605 ( S 02° 08' 41" E ) PER CSM 14605 ( S 89° 25' 49" E 653.73 ) PER CSM 14605( S 89° 08' 06" E 151.32' ) PER CSM 14605 ( S 00° 50' 32" W 274.81 )PER CSM 14605 ( N 89° 30' 46" W 559.57' ) PER CSM 14605( S 85° 58' 07" W 260.00' ) PER HALLINGDAL ( S 06° 42' 03" E ) PER HALLINGDAL ( N 86° 02' 18" E ) PER KARA VIEW HEIGHTS( N 86° 02' 04" E ) PER DURTSCHI ADDITION0.25' 60.66' 60.00' 38.0' 75.0'38.0'75.0'157.1' 38.1'159.1'38.0' 159.7' 38.1'161.7'38.0' 38.1'162.3' 164.3'39.0' 38.4' 37.9' 72.4'72.4' 38.0' 72.4' 38.0' 72.4'72.4' 38.0' 72.4' 38.0' 72.4' 38.0' 72.4' 38.0' 38.0' 72.4'72.4' 38.0'36.5'72.4' 36.5' 72.5'72.5' 36.5' 72.5' 36.5'38.0'72.5'72.5' 38.0' 72.5' 59.6'27.7' 17.1' 9.0'22.4' 61.3' 43.5'44.2' 38.0' 65.5' 61.5' 24.8' 111.4' 66.9'111.4' 25.9' 60.3'38.0' 61.0' 43.2'43.4' 27.4' 71.4'59.5' 10.8'22.8'15.5' 38.0' 71.3' 38.0' 71.3' 38.0' 71.3' 38.0' 71.2' 38.0' 71.2' 38.0'71.2'71.1' 38.0' 71.1' 38.0' 38.0' 71.1'38.0' 71.0' 71.0' 38.0' 71.0' 38.0'38.0'70.9' 38.0' 70.9' 37.8' 65.4' 37.1' 70.9'LOT 165,594 SQ. FT.0.13 ACRES LOT 155,544 SQ. FT.0.13 ACRES 1175.0 CL 1173.6 CL 1172.0 CL 1197.1 CL 1199.1 CL 27.5' 27.5' PRELIMINARY PLAT of HIDDEN RIDGEA PART OF THE NW-1/4 OF THE NE-1/4, THE NE-1/4 OF THE NE-1/4, THE SE-1/4 OF THE NE-1/4, AND THE SW-1/4 OF THE NE-1/4 OFSECTION 12, TOWN 6 NORTH, RANGE 6 EAST, VILLAGE OF MOUNT HOREB, DANE COUNTY, WISCONSIN. SUBDIVIDER:BVD LLC515 REID DRIVEMOUNT HOREB, WI 53572SURVEYOR/ENGINEER/PLANNER: NORTHEAST CORNER SECTION 12-T6N-R6EFOUND 1-1/4" REBARN: 462,061.67E: 731,224.70 OWNER:BVD LLC515 REID DRIVEMOUNT HOREB, WI 53572WYSER ENGINEERING300 EAST FRONT STREETMOUNT HOREB, WI 53572www.wyserengineering.com LEGEND RECORDED AS CENTERLINE RIGHT-OF-WAY LINEPLATTED LINEPLAT BOUNDARY LINE SECTION/QUARTER LINE ( XXX ) SOIL TYPE BOUNDARY 1.FIELD WORK PERFORMED BY WYSER ENGINEERING, LLC. ON MARCH 23-24, 2026.2.NORTH REFERENCE FOR THIS SURVEY AND MAP ARE BASED ON THE WISCONSIN COUNTY COORDINATE SYSTEM, NAD83 (2011) GRID NORTH. THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 12 BEARS S 00° 17' 03" W.3.THIS PARCEL IS SUBJECT TO ALL EASEMENTS AND AGREEMENTS, BOTH RECORDED AND UNRECORDED.4.WYSER ENGINEERING HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAN AN ACCURATETITLE SEARCH MAY DISCLOSE.5.ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 - 2012b ADJUSTMENT (NAVD88)(12b)6.SUBSURFACE UTILITIES AND FIXTURES SHOWN ON THIS MAP HAVE BEEN APPROXIMATED BY LOCATING SURFACEFEATURES AND ACCESSORIES, DIGGERS HOTLINE FIELD MARKINGS AND EXISTING MAPS AND RECORDS.7.CONTOUR INTERVAL ARE 1 FOOT AND HAVE BEEN DETERMINED BY FIELD DATA.8.SUBJECT PARCEL LIES IN "ZONE X" AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PERNATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP NO. 55025C0365G DATED JANUARY 02, 2009.9.CURRENT PARCEL ZONING IS AG (AGRICULTURAL) FOR THE ENTIRE PARCEL. PROPOSED ZONING FOR LOTS 1-26 IS SF-2(SINGLE FAMILY RESIDENTIAL-2) AND OUTLOT 1 WILL BE ZONED CON (CONSERVANCY).10.ALL STREET RIGHT-OF-WAYS SHOWN WITHIN THE PLAT BOUNDARY ARE TO BE "DEDICATED TO THE PUBLIC".11.ALL OUTLOTS ARE TO BE PRIVATELY HELD AND MAINTAINED FOR OPEN SPACE PURPOSES AND EASEMENTS GIVEN TOTHE PUBLIC FOR STORMWATER MANAGEMENT AND RECREATIONAL PURPOSES ACROSS THEM. NOTES OHEOHEEXISTING OVERHEAD ELECTRIC COMMCOMMXXXXX EXISTING FENCE LINEEDGE OF PAVEMENT EDGE OF GRAVEL ASPHALT PAVEMENTGRAVELCONTOUR MAJOR CONTOUR MINOR11611160 EXISTING COMMUNICATION E EXISTING ELECTRIC CONCRETE PAVEMENT EXISTING EASEMENT EDGE OF WOODS / TREE LINE VERTICAL BENCHMARK PROPOSED EASEMENT DECIDUOUS TREE GASGASEXISTING NATURAL GAS LINE SETBACKS WHERE NOT TYPICAL GM CONIFEROUS TREE EXISTING SEPTIC VENTFOUND IRON PIPE, SIZE NOTEDFOUND 1-1/4" REBARFOUND 3/4" REBARFOUND PLSS SECTION MONUMENT TYPE NOTED EXISTING GAS METEREXISTING UTILITY PEDESTALEXISTING UTILITY POLEEXISTING WELLEXISTING SANITARY MANHOLE EXISTING GAS VALVE STMSTMEXISTING STORM SEWER 0'20'60'40'SCALE: 1 INCH = 40 FEET GRID NORTHNORTH REFERENCE FOR THISSURVEY AND PLAT AREBASED ON THE WISCONSINCOORDINATE REFERENCESYSTEM, DANE COUNTY, U.S.SURVEY FOOT, NAD 83 (2011)."WISCRS DANE" THE EASTLINE OF THE NORTHEASTQUARTER OF SECTION 12BEARS S 0° 17' 03" W SVETLANA CIRCLE60' RIGHT-OF-WAY"DEDICATED TO THE PUBLIC" MICHELE STREET60' RIGHT-OF-WAY"DEDICATED TO THE PUBLIC" KARA VIEW HEIGHTS LOT 38 LOT 34LOT 33 DURTSCHI DRIVEMICHELE STREET MICHELE STREETELLEN COURTA/K/A HALLINGDALLOT 12 LOT 11 PART OF OUTLOT 118DURTSCHI ADDITION LOT 5LOT 4 LOT 1CSM 14605 ALL OF LOT 2 CERTIFIED SURVEY MAP NO. 14605 RECORDED SEPTEMBER 15, 2017 IN VOLUME 101 OF CERTIFIEDSURVEY MAPS OF DANE COUNTY ON PAGES 106-108 AS DOCUMENT NO. 5357648, BEING A PART OF ALL THEQUARTERS OF THE NORTHEAST QUARTER OF SECTION 12, TOWN 6 NORTH, RANGE 6 EAST, LOCATED IN THEVILLAGE OF MOUNT HOREB, DANE COUNTY, WISCONSIN.ABOVE DESCRIBED AREA CONTAINS 222,168 SQUARE FEET OR 5.10 ACRES. LEGAL DESCRIPTION (AS SURVEYED) LOT 35 "THIS PLAT"NE-NE SE-NE NW-NESW-NE NE 1/4, SECTION 12 - T6N- R6E LOCATION MAP NOT TO SCALE12N REVISED AND CONSOLIDATED ASSESSOR'S PLAT OF MT. HOREB PART OF OUTLOT 118 EAST 1/4 CORNER SEC. 6-T6N-R7EFOUND 1-1/4" REBARN: 459,422.34E: 731,211.62 S 0° 17' 03" W 2639.36' MONUMENT TO MONUMENT SECTION 12 T6N, R6ESECTION 7 T6N, R7E N 89° 26' 10" W 1,034.95'1156.80'1482.56' P.O.B. SET 3/4"X18" REBAR 1.50 LB/FT EAST LINE OF THE NORTHEAST QUARTER NW-NENE-NESW-NESE-NE I, ZACHARY M. REYNOLDS, WISCONSIN PROFESSIONAL LAND SURVEYOR S-3223, DO HEREBY CERTIFYTHAT THIS SURVEY AND MAP IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF WITH THEINFORMATION PROVIDED, BY THE ORDER OF THOSE LISTED HERON, AND THAT THIS SURVEYCOMPLIES WITH AE 7 OF THE WISCONSIN ADMINISTRATIVE CODE AND THE PROVISIONS AS STATED INCHAPTER 18 - SUBDIVISION AND PLATTING OF THE VILLAGE OF MOUNT HOREB - CODE OFORDINANCES. ZACHARY M. REYNOLDS, S-3223DATEWISCONSIN PROFESSIONAL LAND SURVEYOR SURVEYORS CERTIFICATE LOT 1CSM 9448TRAIL VIEW HEIGHTS CONDOMINIUMSA/K/ALOT 2CSM 9448TRAIL VIEW HEIGHTS CONDOMINIUMS 15' WIDE PRIVATESTORMWATERCONVEYANCEEASEMENT 15' 15' WIDE PRIVATESTORMWATERCONVEYANCEEASEMENT 15' 21.79' 7.5'7.5'7.5' 15' WIDE PUBLICWATER MAINEASEMENT ZONING: SF-1 ZONING: PUD ZONING: PUD ZONING: PUD ZONING: SF-1 ZONING: PR ZONING: PR ZONING: PR ZONING: SF-1 36' ASPHALT PAVEMENT 36' ASPHALT PAVEMENTR: 1175.25I: 1167.31 6' WIDE PUBLICUTILITYEASEMENT 6' WIDE PUBLICUTILITY EASEMENT 6' WIDE PUBLICUTILITY EASEMENT Page 51 of 57 AGENDA ITEM REPORT MEETING DATE PREPARED BY August 5, 2026 Gabe Altenbernd, Administrator AGENDA ITEM # 6.d Consideration of the topic for November 9th, 2026 Disagree Better Community Discussion BACKGROUND As part of the Village's participation in the Disagree Better initiative, staff is seeking direction from the Village Board regarding the topic for the Village's upcoming community conversation. The purpose of the program is to encourage respectful dialogue, foster understanding between individuals with differing viewpoints, and strengthen civic engagement by focusing on issues that matter to our community. Rather than debating who is right or wrong, these conversations are intended to help participants better understand the values, priorities, and perspectives that shape differing opinions. Staff has identified several potential themes that align with the goals of the program and address issues relevant to the Village. The Board is asked to review the following options and provide direction on the preferred topic: • Growth vs. Small-Town Character: “How can Mount Horeb grow while preserving what makes it special?” • Community Expectations: “What do residents owe their community – and what should they expect from their local government?” • Parks, Recreation and Community Priorities: “What should our community invest in first?” • What Makes a Strong Community?: “What does a thriving Mount Horeb look like in 20 years from now?” Lastly, we could present an overall question along these lines: How should Mount Horeb shape its future while preserving what residents value most? We could then provide three distinct approaches that delve into three related topics. (Such as "Balancing Taxes and Services, Growth and Small Town Character, Community/Government Expectations). Page 52 of 57 AGENDA ITEM REPORT RECOMMENDATION ATTACHMENTS None Page 53 of 57 AGENDA ITEM REPORT MEETING DATE PREPARED BY August 5, 2026 Ryan Czyzewski, Village Board President AGENDA ITEM # 7.f Mount Horeb Area Chamber of Commerce BACKGROUND Chamber Report I want to give a shout out to the Chamber for hosting another successful Art Fair. I’m always impressed with the Chamber’s interest in improving it each year and the volunteers that share their time and talents with the community to benefit all. The work to integrate Barneveld into the Tourism Zone continues. The Chamber is finalizing its 2027-2029 Strategic Plan. It continues to focus on the cornerstones of Destination Marketing/Business Engagement/Signature Events and I’m excited for all of you to see it. Will also be seeing some maintenance work on the Welcome Center siding as they continue to invest in the building. RECOMMENDATION ATTACHMENTS None Page 54 of 57 AGENDA ITEM REPORT MEETING DATE PREPARED BY August 5, 2026 Ryan Czyzewski, Village Board President AGENDA ITEM # 7.i Plan Commission BACKGROUND Plan Commission Hidden Ridge housing project - Rezoning land for infill housing redevelopment was recommended to Village Board for approval. Preliminary Plat was recommended for approval contingent on staff and applicant finalizing the Development Agreement and stormwater management. Most discussion centered on the applicant’s request to include sidewalks on only East side of Michelle Street. The Plan Commission is requiring sidewalks on the East side of Michelle Street and only South of Svetlana Circle on the West side of Michelle Street. This development helps address the goal of affordable housing in the community. We received a concept presentation from The Meatsmith Cooperative and other businesses using 213 & 215 E Main Street. They shared information on the new businesses coming soon and plans for future development & investment. With the new zoning code, beginning operations is a much easier process for them. RECOMMENDATION ATTACHMENTS None Page 55 of 57 AGENDA ITEM REPORT MEETING DATE PREPARED BY August 5, 2026 Ryan Czyzewski, Village Board President AGENDA ITEM # 8.a Village President's Report BACKGROUND President’s Report The Library’s recent Disagree Better Series event was great. We had productive, and respectful, discussions about the different ways to address Mental Health issues in a community. By identifying there are many ways a problem can be addressed with tradeoffs between all those options, it helped participants better understand the nature of Disagreeing Better and the importance of collaboration. The team is compiling the discussion items to be shared in the future. Again, great collaboration in the community. I’ve shared a quote in the past about working through the ‘implementation phases’ of plans: You wouldn't plant a seed and then dig it up every few minutes to see if it has grown. So why do you keep questioning yourself, your hard work and your decisions? Have patience, stop overthinking and just keep watering your seeds. -STEVEN BARTLETT Warning: Corny analogy ahead: Talking to other municipal leaders, it’s a common struggle to plant seeds and let the process develop versus digging them up and restarting continuously. It is still very important to plan well from the start and monitor the progress of a seed/project/goal, adjusting along the way to ensure the investment towards a harvest is not wasted. But it’s why we put resources into picking the right seed for the community to add to our garden. We can trust the groundwork, and work toward that end goal. We are fortunate to have a great staff who have the expertise to implement and citizen volunteers to help. I know it is a corny analogy, but as a reminder to Trustees, tend to yourself and grow into a fruitful elected official too. Use the League of WI Municipality, Dane County Cities & Villages Association, or any of the numerous resources at your disposal. Invest in yourselves and the Village. With a month of service, Gabe has shown to be taking the challenge of our new Village Administrator head on, as we expected. I appreciate his diligence and patience to learn about the Village as he works with everyone to address the needs and Page 56 of 57 AGENDA ITEM REPORT challenges before us, using his experience and expertise to maintain or further enhance the services the Village offers. From my previous analogy, he’s a great gardener, learning what we’ve planted, questioning methods, and making adjustments, but still focused on harvesting our investments and nourish the Village in the future. Keep up the great work. I hope everyone has been enjoying all our Village has to offer this summer. If not, don’t delay! RECOMMENDATION ATTACHMENTS None Page 57 of 57