Plan Commission 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 Plan Commission Agenda Wednesday, July 22, 2026 at 7:00 PM Municipal Building Board Room 138 E. Main Street Mount Horeb, WI 1) Call to order 2) Roll call 3) Public Comments on Non-Agenda Items* 4) Consent Agenda a. Consideration of June 24, 2026 Meeting Minutes 5) Agenda Items a. Introduction to Gabe Altenbernd, Village Administrator. b. Hidden Ridge Subdivision 1. Public Hearing regarding the Hidden Ridge Subdivision Rezoning application to rezone property located at parcel #: 0606-121-3205- 1 from Agriculture (A-1) to Single-Family Residential (SF-2) 2. Discuss and take action on 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) 3. Discuss and take action on the Hidden Ridge Subdivision Preliminary Plat c. Discuss a request from Heidi Hoff regarding an initial Concept Review for a Restaurant/Meat Processing site located at 213-215 E Main Street 6) Committee Reports a. Plan Commission Chair b. Village Planner c. Building Inspector 7) Meeting adjournment. Page 1 of 38 *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 38 AGENDA ITEM REPORT MEETING DATE PREPARED BY July 22, 2026 AGENDA ITEM # 4.a Consideration of June 24, 2026 Meeting Minutes BACKGROUND RECOMMENDATION ATTACHMENTS 1. 06 24 26 Draft Minutes Page 3 of 38 PLAN COMMISSION AGENDA Wednesday, June 24, 2026 at 7:00 PM DRAFT MEETING MINUTES 1) Call to order Chair Ryan Czyzewski called the meeting to order at 7:00 pm in the Board Room of the Municipal Building, 138 East Main Street, Mount Horeb, WI. 2) Roll call Members Present: Ryan Czyzewski, Sarah Best, Stephanie Gauthier-Phillips, Andrew Kidd, Jill Remmert-Willis, Ben Vondra, Peggy Zalucha Others Present: Village Planner Sonja Kruesel, Assistant Clerk Jean Culberson 3) Public Comments on Non-Agenda Items None. 4) Agenda Items a. Consideration of May 27, 2026 Meeting Minutes Best Motioned to approve the minutes of the May 27, 2026 meeting and Zalucha seconded. Motion carried by unanimous voice vote. b. Consideration Heirloom Craftsman Mural at 212 E Lincoln Street Kruesel and Owner Dennis Hiorns informed on the February request and the delay due to the Public Art Ordinance. Zalucha Motioned to approve the mural request and Best seconded. Motion carried by unanimous voice vote. c. Encore-Brookstone Hills Pocket Neighborhood Kruesel summarized the project and the recommendations in the June 24, 2026 Memorandum in the packet. The Commission and Developer Chad Wuebben discussed the project. 1. Public Hearing for Encore-Brookstone Hills Pocket Neighborhood Amendment GDP – CANCELED Public Hearing canceled due to correction in the impervious surface. 2. Consideration of SIP Encore Brookstone Hills Pocket Neighborhood Vondra Motioned to recommendation of the SIP subject to Planner Krusel’s summary of the following revised June 24th Memorandum recommendations. Approving recommendations 1-2-3 and 7 as written. Recommendation 4: Additional detailed lighting and a full photometric plan is not expected. Recommendation 5 option b: Variation in garage materials and windows or decorative hardware or color variation with staff approval. Recommendation 6 option b: resubmittal of an alternative façade design using smart siding on the front elevation of the units or similar material with staff discretion and approval. Zalucha seconded. Motion carried by unanimous voice vote. Page 4 of 38 3. Consideration of Modified Certified Survey Map for Encore Brookstone Hills Pocket Neighborhood Developer Chad Wuebben summarized the modified plat. The improved plat is requested in order to handle any possible future issues with the condo association. Best Motioned to approve the modified certified survey map. Kidd seconded and Motion carried by unanimous voice vote. d. Consider the issue of sale/transfer of Village owned land for stormwater purposes Kruesel summarized the sale or transfer of the land. Czyzewski informed that the Parks Committee voted to recommend accepting additional land from lots 2-3-4 and for the developer to use the Village owned land for stormwater purposes. Developer Brian Durtschi and General Contractor Reed Jones spoke on the dedication of the lots and stormwater use. The Commission discussed the land and Wade Wyser from Wyser Engineering spoke regarding stormwater management. Street Superintendent Jeff Gorman spoke on a possible natural area for the land. Any proposed fencing of the area would be a Village decision. Best Motioned to the recommendation of the land to be used for water retention, extra park land, and native plantings other than grass. Czyzewski questioned the motion and informed that the use of the land would be the Parks Committee decision. Kidd seconded and Motion carried by unanimous voice vote. 5) Committee Reports: a. Plan Commission Chair Report Czyzewski informed on a Housing Legislation Bill and a Dane County Regional Housing Summit. b. Village Planner Report No Report. c. Building Inspector Report Report in packet. 6) Meeting adjournment. Vondra Motioned to adjournment at 8:04pm and Zalucha seconded. The Motion carried by unanimous voice vote. Minutes by Clerk Jean Culberson Page 5 of 38 AGENDA ITEM REPORT MEETING DATE PREPARED BY July 22, 2026 Gabe Altenbernd, Administrator AGENDA ITEM # 5.b Hidden Ridge Subdivision BACKGROUND RECOMMENDATION Recommend to the Village Board Ordinance 2026-07 ATTACHMENTS 1. Hidden Ridge Preliminary Plat and Zoning Amendment Staff Report 7.22.26 Page 6 of 38 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 7 of 38 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 8 of 38 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 9 of 38 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 10 of 38 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 11 of 38 AGENDA ITEM REPORT MEETING DATE PREPARED BY July 22, 2026 AGENDA ITEM # 5.b.1 Public Hearing regarding the Hidden Ridge Subdivision Rezoning application to rezone property located at parcel #: 0606-121-3205-1 from Agriculture (A-1) to Single- Family Residential (SF-2) BACKGROUND RECOMMENDATION ATTACHMENTS None Page 12 of 38 AGENDA ITEM REPORT MEETING DATE PREPARED BY July 22, 2026 AGENDA ITEM # 5.b.2 Discuss and take action on 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 ATTACHMENTS 1. Hidden Ridge Development Rezone PH 300' letter 2. Ord 2026-07 Zoning Change for Hidden Ridge Subdivision Page 13 of 38 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 14 of 38 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 15 of 38 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 16 of 38 AGENDA ITEM REPORT MEETING DATE PREPARED BY July 22, 2026 AGENDA ITEM # 5.b.3 Discuss and take action on the Hidden Ridge Subdivision Preliminary Plat BACKGROUND RECOMMENDATION ATTACHMENTS 1. 2026-06-26_Hidden Ridge Neighborhood Preliminary Plat Plans 2. 2026-06-26_Hidden Ridge Preliminary Plat Page 17 of 38 © 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 18 of 38 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 19 of 38 200+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 20 of 38 200+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 21 of 38 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 22 of 38 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 23 of 38 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 24 of 38 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 25 of 38 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 26 of 38 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 27 of 38 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 28 of 38 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 29 of 38 AGENDA ITEM REPORT MEETING DATE PREPARED BY July 22, 2026 AGENDA ITEM # 5.c Discuss a request from Heidi Hoff regarding an initial Concept Review for a Restaurant/Meat Processing site located at 213-215 E Main Street BACKGROUND RECOMMENDATION ATTACHMENTS 1. MEATSMITH COOP Business and Artemis Past Recommedations & Motions Page 30 of 38 Page 31 of 38 Page 32 of 38 Page 33 of 38 Page 34 of 38 Page 35 of 38 Page 36 of 38 AGENDA ITEM REPORT MEETING DATE PREPARED BY July 22, 2026 AGENDA ITEM # 6.c Building Inspector BACKGROUND RECOMMENDATION ATTACHMENTS 1. June Permits & Inspector Update Page 37 of 38 Building Department Report June 2026 Permits • 4 general commercial permits • 1 demolition permit for the St Ignatius Rectory Building • 2 single family residential – Sienna Hills & North Cape • 55 general residential permits Commercial Project Progress Report June 2026 ____________________________________________________________________________________________ 1881 Springdale Street Partial occupancy remains authorized for the residential portion of the project. Remaining closeout items continue to be completed, and the Edward Jones tenant space is proceeding through final inspection and closeout. 105 W Front Street / Front Street Station Construction remains active on the Front Street Station project. Required inspections, testing documentation, and plan coordination continue as structural and trade work advance. 207 Academy Street / Primary Center Foundation and concrete work continued throughout June. Required concrete testing and special inspection reports are being submitted and reviewed as construction advances. 900 E Garfield Street / Middle School The renovation permit has been approved, and the project is moving through construction and inspection. The work includes two new bathrooms within the existing boys locker room, select window replacement, and related trade work. 1290 Springdale Street / Neff Ace Hardware Interior construction continues. Rough and follow-up inspections are ongoing, and normal correction items are being addressed as the project moves toward closeout. Prepared by: Ryan Lindsey, 3C Inspect LLC Page 38 of 38