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HomeMy WebLinkAbout2017.09.05 CC PacketAGENDA HUGO CITY COUNCIL TUESDAY, SEPTEMBER 5, 2017 - 7:00 PM HUGO CITY HALL A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. August 21, 2017 City Council Meeting 2. August 22, 2017 Midyear Budget Workshop 3. August 24, 2017 Twin Cities Business Magazine/Washington County Profile Release Party 4. August 25, 2017 Open to Business Event 5. E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Donation of Hugo Lions Golf Event Proceeds to the Yellow Ribbon Network 2. G. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion and a roll call vote. If a member of the City Council or the public wishes to discuss an item, that item will be removed from the Consent Agenda and will be considered separately. 1. Approval of Claims 2. Approve Special Event Permit for Woods of Terror/Spooktacular Fall Harvest Fest 3. Approve Pay Request No. 2 to Arnt Construction for 147th Street Sidewalk 4. Approve Pay Request No.3 to T.A. Schifsky & Sons for Sunset Lake Street Reconstruction Project 5. Approve Final Pay Request to Peterson Companies, Inc. for Beaver Ponds Stormwater Reuse Project 6. Approve Resolutions Declaring Costs, Ordering Preparation of Assessments, and Setting Public Hearing for North Sunset Lake Improvement Project for October 2, 2017 7. Approve Preliminary Tax Levy for 2018 8. Approve Resolutions Approving Final Plat and Development Agreement for Fable Hill 5th Addition 9. Approve Resolution for No Parking on 132nd Way 10. H. UNFINISHED BUSINESS 1. Report on Judge's Ruling in DNR/White Bear Lake Lawsuit 2. I. NEW BUSINESS 1. Abatement Hearing for Schultz -13101 Henna Ave 2. J. VISITOR PRESENTATIONS 1. 2. K. COUNCIL PRESENTATIONS 1. Yellow Ribbon Network Report 2. L. ADMINISTRATIVE PRESENTATIONS 1. Movie Night Featuring "Sing" on Friday, September 8, 2017 2. Business Networking Breakfast on Tuesday, September 12, 2017 3. Fire Department Burn on Saturday, September 16, 2017 4. Hopkins Schoolhouse Open House on Monday, September 18, 2017 5. Brown's Creek Watershed District Vacancy 6. M. ADJOURNMENT BACKGROUND MEMO FOR THE HUGO CITY COUNCIL MEETING TUESDAY, SEPTEMBER 5, 2017 D.1 August 21, 2017 City Council Meeting D.2 August 22, 2017 Midyear Budget Workshop D.3 August 24, 2017 Twin Cities Business /Washington County Profile Release Party DA August 25, 2017 Open to Business Event Staff recommends Council approve the above minutes as presented. F.1 Donation of Hugo Lions Golf Event Proceeds to the Yellow Ribbon Network On August 13, 2017, the Hugo Lions sponsored a golf scramble at the Oneka Lake Golf Course with proceeds from the event going to the Hugo Yellow Ribbon Network. Lions Member Denny Route will be in attendance to present a check to the Yellow Ribbon Network. G.1 Approval of Claims City staff recommends Council approve the Claims Roster as presented. G.2 Approve Special Event Permit for Woods of Terror/Spooktacular Fall Harvest Fest Ken and Mike Short, 5155 Sherwood Drive SW, Motley, have applied for a Special Event Permit to hold the Woods of Terror and Spooktacular Fall Harvest Fest as a Halloween event running from September 29 — October 31, 2017. This event would take place on the Ramberg property (Woodloch Stables), 5676 170th Street North, and adjacent property owned by Macalus. This requires a Special Event Permit approved by Council because there will be approximately 16,500 people attending over the course of the event, amplified sound will be used, and the event will extend past dark. Staff continues to work with the applicant on details of the event and is comfortable with approval subject to several conditions listed in the staff memo. Staff recommends Council approve the Special Event Permit for the Woods of Terror and Spooktacular Fall Harvest Fest with the attached conditions. G.3 Approve Final Pay Request to Arnt Construction for 1471 Street Sidewalk The City of Hugo has received the Final Pay Request from Amt Contracting for the 147th Street Sidewalk Extension Project. City Engineer Mark Erichson and Senior Engineering Technician Steve Duff have reviewed the Pay Request and found it to be satisfactory for work completed to date on this project. Staff recommends Council approve the Final Pay Request to Arnt Contracting in the amount of $3,353.98 for all work completed on the 147th Street Sidewalk Extension Project. GA Approve Pay Request No.3 to T.A. Schifsky & Sons for Sunset Lake Street Reconstruction Proiect The City of Hugo has received Pay Request No. 3 from T.A. Schifsky's for the North Sunset Lake Street Reconstruction Project. City Engineer Mark Erichson and Senior Engineering Technician Steve Duff have reviewed Pay Request No 3 and found it to be satisfactory for work completed to date on this project. Staff recommends Council approve Pay Request No. 3 to T.A. Schifsky in the amount of $303,391.22 for work completed to date on the North Sunset Lake Street Reconstruction Project G.5 Approve Final Pay Request to Peterson Companies, Inc. for Beaver Ponds Stormwater Reuse Proiect The City of Hugo has received the Final Pay Request No. 2 from Peterson Companies for the Beaver Ponds Water Reuse System. City Engineer Mark Erichson and Senior Engineering Technician Steve Duff have reviewed the final pay request and found it to be satisfactory for work completed on this project. Staff recommends Council approve Final Pay Request No. 2 to Peterson Companies in the amount of $8,625.00 for work completed to date on the Beaver Ponds Water Reuse System Project. G.6 Approve Resolutions Declaring Costs, Ordering Preparation of Assessments, and Setting Public Hearing for North Sunset Lake Improvement Project for October 2, 2017 At it December 5, 2016 meeting, Council held a public hearing on the North Sunset Lake street improvement project and the preparation of plans and specs for the project. Bids were opened on April 6, 2017 and the project was awarded to T.A. Schifsky & Sons. Improvements are substantially completed, and staff is recommending that the Council move forward with the assessment process for the project. Staff recommends that the Council adopt two resolutions included in the Council packet: Declaring the Costs to be Assessed and Ordering Preparation of the Assessment Roll, and Setting the Assessment Hearing for October 2, 2017 G.7 Approve Preliminary Tax Levy for 2018 At its August 22, 2017, mid -year budget workshop, the City Council listened to a presentation from Finance Director Ron Otkin highlighting revenues and expenditures to date as well as projections for the 2018 fiscal year. It was the consensus of the Council that the 2018 preliminary tax levy provide for no change in the urban tax rate. The total proposed 2018 property tax levy of $6,589,302 keeps the urban tax rate at 36.323% of tax capacity while the rural tax rate will decline by 0.24%. The Finance Director believes this levy is sufficient to fund the operating and capital budgets in fiscal 2018 and recommends the City Council approve the Resolution Approving the Preliminary Tax Levy Payable in 2018. G,8 Approve Resolutions Approving Final Plat and Development Agreement for Fable Hill 5' Addition Elmcrest Investments, LLC, (Len Pratt) is requesting approval of a final plat in order to plat 21 villa lots and 2 outlots on the 19 acre parcel located north of Fable Hill Road. The site is currently vacant. The City Council had reviewed an amendment to the preliminary plat and PUD for Fable Hills 4 Addition at its August 21, 2017 meeting. There are no changes to the lots from the preliminary plat. The lots meet the minimum lot standards and requirements outlined in the regulations for the Fable Hills PUD. Staff recommends approval the resolution approving the Final Plat and Development Agreement for Fable Hill 5th Addition. G.9 Approve Resolution for No Parking on 132"1 Way The Townhomes of Bald Eagle Homeowners Association has requested no parking along the outside lane of 132"d Way North due the road being narrow and curved, stating concerns related to emergency vehicles and large trucks not being able to pass through the neighborhood and creating safety concerns. Public Works Director Scott Anderson and City Engineer Mark Erichson recommend Council approve the resolution for parking restrictions along 132nd Way North. H.1 Report on Judge's Ruling in DNR/White Bear Lake Lawsuit As Council is aware, in 2014, a lawsuit was filed by the White Bear Lake Restoration Association against the DNR alleging the DNR violated the Environmental Rights Act by allowing excessive pumping of groundwater by municipalities, claiming it impacted the water levels of White Bear Lake. The White Bear Lake Homeowner' Association intervened on the side of the plaintiff, and the White Bear Township and City of White Bear intervened on the side of the defendant. The judge has made a ruling on the lawsuit and staff will discuss this ruling with Council and its implication. I.1 Abatement Hearing for Schultz -13101 Henna Ave Staff has been working with the property owner regarding violations of the Municipal Code since August 2016. Although the property owners have been provided ample notice and time to correct the violations, they have failed to do so. City staff had scheduled an abatement hearing for this evening where the City Council may decide to order City officials to clean the property of all violations by whatever means are available. Based on matters affecting the property owner, he is unable to attend this evening's meeting, Staff is requesting this be tabled until further notice. K.1 Yellow Ribbon Network Report Council Member Chuck Haas and Council Member Phil Klein will report to Council on the Yellow Ribbon Network activities held recently. L.1 Movie Night Featuring "Sing" on Friday, September 8, 2017 A movie night at the Hanifl Fields Athletic Park has been scheduled for Friday, September 8, 2017, featuring the movie "Sing". The Washington County Sheriff's Department and the Hugo Fire Department will be in the park at 6:30 p.m. to meet with the kids, and the movie will be shown at 7:30 p.m. L.2 Business Networking Breakfast on Tuesday, September 12, 2017 The Hugo Area Business Association is hosting a Business Networking Breakfast on Tuesday, September 12, 2017 at 7:30 a.m. at the Blue Heron. Staff recommends Council schedule the event as a meeting if they choose to attend. L.3 Fire Department Burn on Saturday, September 16, 2017 The Hugo Fire Department has invited the City Council to take part in, or observe, a house burn on Saturday, September 16, 2017. The house is located at 5754 130th Street North. Staff recommends Council schedule this as a meeting if they choose to attend. LA Hopkins Schoolhouse Open House on Monday, September 18, 2017 The Hugo Historical Commission is holding an open house to present the community a look into the Hopkins school house located at 5970 170th Street North from 4-7 p.m. on Monday, September 18, 2017. The Historical Commission, with the assistance of History Intern Olivia Schiffman, have been researching the history of the school house and is seeking public input regarding the future of it. Staff recommends Council schedule the open house as a meeting if they choose to attend. L.5 Brown's Creek Watershed District Vacancy Staff has been notified of a vacancy on the Brown's Creek Watershed. State statute provides that the County Board will select watershed district managers from lists of nominees submitted by the municipalities that are wholly or partially in the watershed district. The list must be submitted by October 27, 2017. M.1 Adiournment MINUTES FOR THE CITY COUNCIL MEETING ON MONDAY, AUGUST 21, 2017 Call to Order Mayor Weidt called the meeting to order at 7:00 p.m. PRESENT: Haas, Klein, Miron, Petryk, Weidt ABSENT: None ALSO PRESENT: City Administrator Bryan Bear, City Attorney Dave Snyder Mark Erichson, and City Clerk Michele Lindau Approval of the Minutes for the August 7, 2017 Council Meeting` Klein made motion, Miron seconded, to approve the minutes for the August 7, 2017, City Council meeting as presented. All Ayes. Motion carried. August 8, 2017 Comprehensive Plan Workshop cl Petryk made motion, Klein seconded, to approve the minutes for the Comprehensive Plan Workshop held on August 8, 2017, as presented. All Ayes. Motion carried. August 11, 2017 Meeting with Metropolitan Council Chair Haas made motion, Miron seconded, to approve the minutes for the meeting on August 11, 2017, with the newly appointed Metropolitan Chair Alene Tchourumoff as presented. All Ayes. Motion carried. Approval of the Agenda Weidt made motion, Klein seconded, to approve the agenda as presented. All Ayes. Motion carried. Hugo Good Neighbors Food Shelf Update — HGNFS President Chris DeFresne Hugo Good Neighbors Food Shelf President Chris DeFresne provided Council an update on the food shelf. In 2016, an average of 177 families were served each month, and over over 145,000 pounds of food distributed. Over half of the food is purchased primarily through Second Harvest and The Food Group. The other half is donated mostly by local grocery stores, including Festival and Qwik Trip, and donations are received through food drives. Revenue has remained basically the same since 2015 at $89,619, and expenses increased slightly to a pay a part time Hugo City Council Meeting Minutes for August 21, 2017 Page 2 of 6 employee who oversees operations. Chris talked about their capital campaign and how they reached their goal and paid off their mortgage this past March. Council asked about future expansion plan and whether they accepted fresh produce from gardens. Chris responded they were keeping their options open for future expansion but not actively fund raising. The food shelf was built on the current property to allow some expansion. Fresh produce can be dropped off when they are open 4-7 p.m. Monday through Friday or arrangements can be made by calling or emailing. Approval of the Consent Agenda Haas made motion, Petryk seconded, to approve the following Consent Agenda items. '' 1. Approval of Claims 2. Approve Annual Performance Review for Public Works Worker Matt Klein 3. Approve Resolution Amending Preliminary Plat and PUD for Fable Hills 4th Addition 4. Approve Property Line Adjustment at 15118 and 15198 Irish Ave. N. (Lutz & Lemay) 5. Approve Special Event Permit for Cruise for Troops on September 23, 2017 6. Approve Special Event Permit for Outdoor Church Service at New Life Church on September 10, 2017 7. Approve Audit Contract Extension for Smith Schafer & Associates 8. Approve Encroachment Agreement atp p15995 Finley Ave N for Accessory Structure Mira aa�444�R� ��g�ry All Ayes. Motion carried. Approval of Claims Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Annual Performance Review for Public Works Worker Matt Klein Public Works Worker Matt Klein was hired by the City of Hugo on August 27, 2012. Adoption of the Consent Agenda approved the Annual Performance Review for Public Works Worker Matt Klein. Approve Resolution Amending Preliminary Plat and PUD for Fable Hills 4' Addition Elmcrest Investments, LLC, had requested an amendment to their preliminary plat and PUD to add three lots to the existing approval for Fable Hills 4th Addition. The previous approval consisted of 46 detached villa lots and 14 single family home lots for a total 60 lots. The applicant requested a change to allow 54 detached villa lots and 9 single family home lots for a total of 63 lots. In 2015, the applicant final platted 26 of the detached villa lots. At its August 10, Hugo City Council Meeting Minutes for August 21, 2017 Page 3 of 6 2017, meeting, the Planning Commission held a public hearing to consider the amendment request. There were four residents that spoke during the public hearing. Staff recommended approval of the amendment to the preliminary plat and PUD, subject to the conditions listed in the resolution. The Planning Commission was comfortable with the application request and agreed it meet the intent of the overall PUD general plan. They unanimously recommended City Council approve the resolution amending the preliminary plat and PUD. Adoption of the Consent Agenda approved RESOLUTION 2017-27 APPROVING AN AMENDMENT TO THE PRELIMINARY PLAT AND PUD FOR ELMCREST INVESTMENTS, LLC, FOR "FABLE HILL 4TH ADDTION" ON PROPERTY LOCATED EAST OF ELMCREST AVE NORTH OF FABLE HILL PARKWAY. Dave Hemple and Len Pratt were in attendance and shared information on the development. Approve Property Line Adiustment at 15118 and 15198 Irish Ave. N. (Lutz & Lemay) Vince and Julie Lutz, 15118 Irish Avenue, and Charles and Lisa Lemay, 15198 Irish Avenue, had applied for a Property Line Adjustment to move their common property line 300 feet to the north. This would result in a 10 acre lot and a 30 acre lot, both remaining in conformance with the minimum lot size of 10 acres. Adoption of the Consent Agenda approved RESOLUTION 2017-28 APPROVING A PROPERTY LINE ADJUSTMENT FOR VINCE AND JULIE LUTZ AND CHARLES & LISA LEMAY FOR PROPERTIES LOCATED AT 15118 IRISH AVE N. AND 15198 IRISH AVE N. Approve Special Event Permit for Cruise for Troops on September 23, 2017 Russ Hanes, organizer for Cruise for Troops, had applied for a Special Event Permit for their 9th annual ride event on Saturday, September 23, 2017. Events with over 200 people require a Special Event Permit approved by the City Council and approximately 800 vehicles will be attending this event. Cars, trucks and bikes will begin at Running Aces in Columbus and travel on CSAH4, TH61, CSAH8, and CSAH 7 through Hugo into May Township, Scandia, Marine on St. Croix, and Forest Lake, ending up back at Running Aces. This event benefits the Invisible Wounds Project in supporting the families of our Veterans and fallen heroes. The applicant had secured Washington County Deputies to control intersections throughout the route in Hugo. Adoption of the Consent Agenda approved the Special Event Permit for the Cruise for Troops event on Saturday, September 23, 2017. Approve Special Event Permit for Outdoor Church Service at New Life Church on September 10, 2017 David Streitz from New Life Church, 6000 148th Street North, had applied for a Special Event Permit for an outdoor church service on Sunday, September 10, 2017 at 9 a.m. A Special Event Permit is necessary for the amplified sound during the event. This outdoor service would replace their normal one-hour service and approximately 100 people are expected to attend. Adoption of the Consent Agenda approved the Special Event Permit for New Life Church. Approve Audit Contract Extension for Smith Schafer & Associates Smith Schafer & Associates has been the auditor of the City's financial statements since first Hugo City Council Meeting Minutes for August 21, 2017 Page 4 of 6 appointed in 2001 for a three year term. The Finance Department has been very pleased with their work and the Council has approved four contract extensions since. Adoption of the Consent Agenda approved Smith Schafer & Associates as the City's auditor for 2017-2021 subject to the terms in the proposal submitted to the City. Approve Encroachment Agreement at 15995 Finley Ave N for Accessory Structure Christopher Clausen, 15995 Finley Avenue North, had applied for an Encroachment Agreement to locate an accessory structure within a drainage and utility easement. Adoption of the Consent Agenda approved RESOLUTION 2017-29 APPROVING AN ENCROACHMENT AGREEMENT FOR CHRISTOPHER CLAUSEN TO ALLOW CONSTRUCTION OF AN ACCESSORY STRUCTURE WITHIN A DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT 15995 FINLEY AVENUE NORTH. Discussion on DNR's Public Waters Reclassification of Hardwood Creek At the City Council meeting on August 7, 2017, Rice Creek Watershed District Board Manager John Waller spoke to Council on the Department of Natural Resources' decision to put segments of Hardwood Creek back into the public waters inventory. He had requested the Council send a letter to the DNR in opposition. City Administrator Bryan Bear provided a map that showed the ditches in the area and what they were classified as, specifically the segment from Henna Avenue west to Elmcrest Avenue, known as Judicial Ditch 2. He explained that the DNR created an inventory of public waters in 1979 after a process that included public input. The inventory included a list and a map. These were reviewed after the Buffer Law was created in 2015, and it was found that some ditches were included on the map as public waters but were not on the list, and segments of Hardwood Creek QD2) only showed on the map. In April, the DNR had ordered the ditches not on the list to be removed from the public waters inventory since proper notice was not provided to those landowners; the public process was not followed. Since then, RCWD was notified by the DNR of their intention to put those segments back on the public waters list. The RCWD sent a letter to the DNR informing them they would like the original statutory process to be followed. Bryan stated that inclusion in the public waters inventory could have consequences to landowners, City, and RCWD. He suggested that staff have a conversation with the DNR to inquire on their intended process, and then follow-up with a letter. •880, Petryk made motion, Klein seconded, to direct staff to contact the DNR to inquire about the intended process and follow up with a letter. All Ayes. Motion carried. Yellow Ribbon Network Update Council Member Chuck Haas and Council Member Phil Klein reported to Council on the Yellow Ribbon Network activities held recently. The National Guard had announced the 34th Infantry Hugo City Council Meeting Minutes for August 21, 2017 Page 5 of 6 Division will be deployed in 2018, and the 133rd Air Wing is deployed to Kuwait. Haas shared photos of the recent golf event and packing event. The YRN has been helping families with school supplies. A request was received by a member of the 210 EIS for help, and a member of the 133 Air Wing needed a furnace repaired and a new air conditioner. The Hugo American Legion hosted a movie on August 16th with proceeds going to the YRN. Burger night is Wednesday, August 23, 2017, and Hugo Public Works is the sponsor. Linda Runbeck and SD38 will be the sponsor for September. Midyear Budget Workshop on Tuesday August 22, 2017 City Administrator Bryan Bear reminded Council a Midyear Budget Workshop had been scheduled for Tuesday, August 22, 2017 at 3:30 p.m. in the Council Chambers. Twin Cities Business Magazine Event on Thursday, August 24, 2017` �a City Administrator Bryan Bear informed Council that the Washington County profile will be published in the September issue of the Twin Cities Business Magazine. A celebration event is scheduled for Thursday, August 24, 2017, to celebrate the revealing of this special section in the magazine. The event will take place at 4Front Technology & Office Campus in Oakdale from 4- 6 p.m. Petryk made motion, Klein seconded, to schedule the meeting to attend the Twin Cities Business Magazine revealing event on Thursday, August 24, 2017, at 4 p.m. All Ayes. Motion carried. Washington County Open to Business Event on Friday, August 25, 2017 City Administrator Bryan Bear informed Council an event had been scheduled to introduce the Washington County Open to Business Program on Friday, August 25, 2017, from 7:30-8:30 a.m. in the Oneka Room at Hugo City Hall. Klein made motion, Petryk seconded, to schedule a meeting for Friday, August 25, 2017, from 7:30-8:30 to attend the Washington County Open to Business Program at Hugo City Hall. All Ayes. Motion carried. Legislative Reception on Thursday, November 16, 2017 City Administrator Bryan Bear informed Council that The White Bear Area Chamber of Commerce will hold the 2017 Legislative Reception on Thursday, November 16 from 5-7 p.m. at the Tria Restaurant in North Oaks. Miron made motion, Klein seconded, to schedule a meeting for Thursday, November 16, 2017 to attend the Legislative Reception. All Ayes. Motion carried. Hugo City Council Meeting Minutes for August 21, 2017 Page 6 of 6 Adjournment Klein made motion, Petryk seconded, to adjourn at 7:51 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk MINUTES FOR THE HUGO CITY COUNCIL MID -YEAR BUDGET REVIEW WORKSHOP MONDAY, AUGUST 22, 2017 Mayor Weidt called the meeting to order at 3:30 p.m. PRESENT: Haas, Klein, Miron, Petryk, Weidt ABSENT: None STAFF PRESENT: City Administrator Bryan Bear, Finance Director Ron Otkin, Accounting Clerk Anna Wobse, and City Clerk Michele Lindau 2018 Budget Presentation Finance Director Ron Otkin began by stating that the surplus of $329,109 from 2016 will allow the City to do some things that were talked about last year but did not make it into the budget, specifically the replacement of the fire hall roof, a space needs study, and the start of a building maintenance fund. Ron talked about the on-going practice of contingency funding. Market values have increased by 10.1%, and Washington Count estimates the City's tax capacity will increase 11.7%. Ron acknowledged that the Council would like no increase in the urban tax rate, and the Finance Department would like to see a balanced budget with no structural deficit. He explained the Debt Service Levy for 2018 is $624,936. By 2020, the City will have additional levy capacity for road projects, but for now, the CIP Levy will remain at $539,637. He recommended reinstating the stormwater levy to pay for water reuse projects and future pond maintenance. He also covered the levies for parks and sealcoating. He explained that the levy for firefighter's relief will be banked as their funding schedules do not require a mandatory contribution from the City next year. Ron reviewed the general fund budget, which contains a 2% cost of living adjustment and step increases totaling $47,929. Also, salary market data showed the City's utility billing clerk should be moved to a higher paygrade. He recommend the position be increased from pay grade four to five. Also budgeted was an hourly $.50 per year increase for firefighters who are between five and ten years of service, as part of the fire chief's retention program. Health insurance has increased by 6% due to age of employees and cost of health care, but there will be no changes in the employees' deductibles. Law enforcement will increase in 2018 due to a full year of having an investigator. This position was added midyear in 2017. With these increases equaling 2.36%, the General Operating Budget would be $5,329,296. Finance Director Otkin proposed an overall tax levy of $6,589,302 for 2018, resulting in a balance budget and no change in the urban tax rate. Hugo City Council Meeting Minutes for August 22, 2017 Midyear Budget Review Page 2 of 2 Discussion on Street CIP and Seal Coating Program- Public Works Director Scott Anderson Public Works Director Scott Anderson shared the list of projects completed over the past eight years. Scott talked about the sealcoat program and the positive results they have experienced until lately, possibly related to industry -wide changes to the type of rock or oil being used. Benefits do not outweigh the negative and he recommended putting the sealcoat project on hold and allocating the money to a mill and overlay program. The mill and overlay program would run parallel to the CIP, but would change the cost estimates of some of the projects in the CIP. Council talked about issues related to seal coating versus the mill and overlay on streets. Scott stated that streets will be considered on a case by case basis. 0,04111$ o ,r Council agreed to move forward with exploring the Oneka Lake Boua � � tl�nd a Avenue .�� llll project. •��, ������� Discussion on Replacement of 1991 Peterbilt Pumper Truck -Fire Chief Kevin Colvard Fire Chief Kevin Colvard talked about the replacement of the 1991 engine, their oldest piece of equipment. In 2013 a formal equipment replacement document was created and it was determined they needed to replace diesel apparatuses on a 30 year cycle. The 1991 Peterbilt engine truck should be replaced in 2021 and they would like to replace it with an aerial apparatus to meet the growing and changing needs of the community. He reviewed the benefits and shortcomings of purchasing a replacement pumper/tanker versus the aerial apparatus option. Chief Colvard felt the aerial apparatus would better meet the future needs of the community. The aerial apparatus is multi-purpose with five major functions for use, and would greatly assist with taller and larger buildings and would allow for earlier response times, but shortcomings were the price tag and need for additional training. If the department had their own aerial apparatus, it would also reduce reliance on mutual aid departments. To procure an aerial, it would take 2-3 years and cost approximately $1,400,000. The Council discussed with Colvard the number and types of calls, proximity to hydrants versus the larger capacity of water in a new engine truck, and the benefit of a ladder truck for rescue and for suppressing a fire from above. Council asked that staff look at developing a plan to pursue an aerial apparatus to replace the 1991 Fire Engine by 2021 Council also asked questions on the benefit of the $.50 step increase as a retention factor. Colvard replied that it is working but probably not a deciding factor in retaining firefighters. Removing the ambulance duties and dedicating more time for community events has brought more interest in being a member of the department. Hugo City Council Meeting Minutes for August 22, 2017 Midyear Budget Review Page 2 of 2 Direction to Staff It was the Council's consensus to direct staff to prepare a preliminary tax levy resolution for 2018 that does not raise the urban tax rate. The Council also directed staff to continue with the budget process as presented and provide guidance on how to fund the purchase of an aerial fire truck. Adjournment Klein made motion, Miron seconded, to adjourn at 5:15 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk MINUTES FOR THE HUGO CITY COUNCIL TWIN CITIES BUSINESS/WASHINGTON COUNTY PROFILE RELEASE PARTY AUGUST 24, 2017 PRESENT: Klein, Petryk, Weidt, ABSENT: Haas, Miron The Washington County profile was published in the September Issue of the Twin Cities Business Magazine. The Council attended a release party at 4Front Technologies in Oakdale from 4-6 p.m. Twin Cities Business Magazine provided the attendees background on the County profile and thanked the City Council for its support. Respectfully Submitted, Rachel Juba Planner MINUTES FOR THE HUGO CITY COUNCIL OPEN TO BUSINESS EVENT AUGUST 25, 2017 PRESENT: Klein, Petryk, Miron, Weidt ABSENT: Haas ALSO PRESENT: City Administrator Bryan The Hugo City Council attended an event to introduce the Washington County Open to Business Program. The event was held from 7:30-8:30 a.m. in the Oneka Room at Hugo City Hall. Chris Eng from Washington County CDA introduced Lee Hall from the program. Mr. Hall explained all of the support they provide to entrepreneurs and that they also can provide gap financing for startup project. Respectfully Submitted, Rachel Juba City Planner City of Hugo Claims September 5, 2017 G. 1 Vendor Invoice Amount Description Department 1 st Ayd Corporation PSI135231 $ 414.08 Graffiti Remover Various AI's Coffee Company 155824 $ 76.90 Breakroom Su.plies Public Works American Planning Assn of MN Registration $ 330.00 APA Conference Registration - Rachel Leitz Communi!y Development Avenet LLC 41221 $ 350.00 Superforms Annual Service Packarae Administration Blue Tarp Financial Inc 361004472 $ 104.96 Canopies Parks Dept Cintas Corporation 5008589870 $ 48.25 First Aid Supplies Public Works Class A Leasing Inc Hugo $ 690.00 Class A Drivers Training - Neal Nelson Street Dept Comcast 8/11/2017 $ 239.85 Business Internet (thru September 20) _Administration EPA Audio Visual Inc 901279 $ 190.00 Audio Repairs - Council Chambers AudioNideo ESS Brothers & Sons Inc XX4320 $ 1,161.00 Grates & Lids Stomiwater Fund Graphic Resources 59277 $ 415.23 Receipt Forms Finance Dept Halverson -Boyd, Gretchen CLAIM $ 966.28 Tour de Hugo Supplies Parks Dept Hawkins Inc 4134809 RI $ 7,189.61 Water Chemicals Water Utility Innovative Office Solutions LLC IN1725227 $ 125.28 Copy Paper Administration Innovative Office Solutions LLC IN1725227 $ 75.26 Breakroom Supplies Gen Gov't Bldgs Innovative Office Solutions LLC IN1725227 $ 51.79 Mechanical Pencils & Tape Administration Integra Telecom - Allstream 14836435 $ 91.48 Fax Lines Administration Interstate Battery System of Minneapolis 30101123 $ 608.75 Batteries Public Works Jimmy's Johnnys Inc - 121543 $ 194.00 Portable Toilet Rental - Lions Park Parks Dept Jimmy's Johnnys Inc 121544 $ 151.00 Portable Toilet Rental - Oakshore Park Parks Dept Jimmy's Johnnys Inc 1 121545 $ 151.00 Portable Toilet Rental - Oneka Lake Park Parks Dept Jimmy's Johnnys Inc 121546 $ 127.00 Portable Toilet Rental - Beaver Ponds Park Parks Dept _ Jimmy's Johnnys Inc 121547 $ 127.00 Portable Toilet Rental - Diamond Point Park Parks Dept Jimmy's Johnnys Inc_ 121548 $ 127.00 Portable Toilet Rental - Frog Hollow Park Parks Dept Jimmy's Johnnys Inc 121549 $ 508.00 Portable Toilet Rental - Hanifl Park Parks Dept Jimmy's Johnnys Inc 121550 $ 127.00 Portable Toilet Rental - Valjean Park Parks Dept Jimmy's Johnnys Inc 121551 $ 127.00 Portable Toilet Rental - Arbre Park Parks Dept Jimmy's Johnnys Inc 121552 $ 127.00 Portable Toilet Rental - Heritage Ponds Park Parks Dept Jimmy's Johnnys Inc 121553 $ 67.00 Portable Toilet Rental - Compost Site Recycling Jimmy's Johnnys Inc 121554 $ 127.00 Portable Toilet Rental - McCollar Park Parks Dept Key Enterprises LLC 2017-73659 $ 5,000.00 TCB Magazine Advertisement - Land Redevelopment Community Development Lakes Center for Youth & Families HC -2017 $ 6,000.00 2017 Contribution - Youth Diversion Program Contributions Laughlin's Pest Control 12937 $ 85.00 August Pest Control Service (CH) Gen Gov't Bldgs Lawson Products 9305172451 $ 501.63 Bulk Hardware Supplies Public Works Loeffler, Mike CLAIM $ 69.90 Safety Gear (Fleet Farm) Street Dept Minnesota Cleaning Services Inc 0917/3002 $ 605.00 August Cleaning Service Gen Gov't Bldgs Minnesota Cleaning Services Inc 0917P004 $ 500.00 August Cleaning Service Public Works Minnesota Cleaning Services Inc 0917P004 $ 225.00 August Cleaning Service Fire Dept Minnesota Cleaning Services Inc 0917P003 $ 100.00 August Cleaning Service - Hanifl Parks Dept Minnesota Cleaning Services Inc 0917PO12 $ 41.80 August Cleaning Service - Hanifl (Extra Cleaning) Parks Dept Minnesota Pipe & Equipment 385420 $ 1,201.94 Valve Box Slip Adapters Water Utility North Star Wiper & Industrial Supply Inc 79607 $ 87.50 Shop Towels Public Works Northeast Youth & Family Services Invoice $ 6,000.00 2017 Contribution - Youth Diversion Program Contributions Olson's Sewer Service Inc 85048 $ 695.00 PW Facility Septic System Pumping Public Works Press Publications 554599 $ 21.08 City Council Meeting Rescheduled Notice Ordinances/Proceedings Promotional Concepts 37116 $ 1,172.05 Tour de Hugo Supplies Parks Dept Promotional Concepts 37121 $ 507.50 Tour de Hugo Supplies Parks Dept Rabouin Inc CLAIM $ 3,000.00 2018 Assessment - Partial Billing #8 Assessor Safe -Fast Inc INV187239 $ 137.30 Safety Supplies Public Works SAS Pest Control 26 $ 150.00 Pest Control - Oneka & Diamond Point Parks Parks Dept Schifsky (T.A.) & Sons Inc 61813 $ 381.00 Aggregate &Modified Asphalt Street Dent Schifsky J.A.) & Sons Inc 61855 $ 761.06 Aggregate & Modified Asphalt Street Dept Shoemaker, Andy 8/10/2017 $ 650.00 Animal Control - Judicial Ditch Stormwater Fund Shoemaker, Andy 8/10/2017 $ 550.00 Animal Control - Beaver Ponds Stormwater Fund Shoemaker, Andy 8/20/2017 $ 625.00 Animal Control - Sunset Lake Stormwater Fund Sun Life Financial September $ 696.45 Disability Premium Finance Dept Swank Motion Pictures BO 1460404 $ 385.00 Outdoor Movie Night DVD Licensing Parks Dent White Bear Area Chamber of Commerce E1726 $ 35.00 Meeting Registration - Bryan Bear Administration White Bear Locksmith Inc 28154 $ 45.00 Repairs - Access Control System Gen Gov't Bldgs Winnick Supply 347256 $ 9.40 Steel - Lift Station No. 5 Sewer Utility Ziegler Inc 1006 $ 246.40 Training & Safety Days Lodging - Christianson Street Dept Ziegler Inc 1006 $ 246.40 Training & Safety Days Lodging - Kieffer Street Dept Ziegler Inc 1006 $ 246.40 Training & Safety Days Lodging - McCullough Parks Dept Ziegler Inc 1006 $ 246.40 Training & Safety Days Lodging - Nelson Street Dept Total Claims for September 5, 2017 $ 46,312.93 Page 1 /r CITY OF EBT3908 Memorandum To: City Administrator Bryan Bear From: City Clerk Michele Lindau Date: August 23, 2017 for the September 5, 2017 City Council meeting Re: Special Event Permit for Woods of Terror and Spooktacular 1. BACKGROUND: Hugo City Code requires a Special Event Permit approved by Council for any event that expects over 200 people in attendance, includes amplified music or sound, and/or extends after dusk. 2. DESCRIPTION OF EVENT: Woods of Terror and Spooktacular is a Halloween event to take place on the Woodloch Stable (Ramberg) property, 5676 170th Street North, and on approximately 35 acres of the Macalus property adjacent to the activity area on the Ramberg site. The event will take place from September 29th to October 31St and is expected to draw approximately 16,500 people during that time. There are two parts to this event. Spooktacular Fall Harvest. -This is a family event to be held between 10 a.m. and 5 p.m. on Saturdays and Sundays beginning on October 6 until Halloween weekend. There will be activities for kids and a daytime haunted trail walk through the woods. The activities are listed on their application. Woods of Terror -This is an event for 14+ years of age and consists of a 35-45 minute haunted walk through the woods on an established trail. From Sunday -Thursday beginning on September 29, the haunted trail will be open from 7:30 p.m. with no entry after 10 p.m. On Fridays, Saturdays, and Tuesday, October 31St (Halloween), no entry will be permitted after 11 p.m. All visitors will be off the premises by midnight. Below are details of the event. • Cost Admission fee for the Woods of Terror will be $20/person, and the fee for Spooktacular will be $10/person. There is also a $5/car parking fee. • Traffic Parking on the site should be sufficient to move cars off the street and into the parking lot efficiently. If there are issues with traffic backup on 170th Street, the City will require an amendment to their plan to provide for more parking and/or more parking attendants. There will be a lighted walkway from the lot to the activity area. • Parking The parking lot will be located on the event property. There will be staff to collect the $5/vehicle parking fee and provide direction for the parking of vehicles. Parking will be prohibited along 170th Street and the applicant will locate an overflow parking area on the site for staff approval. Structures, Tents, and Generators No permanent structures will be constructed as part of this event. The main office will be a movable shed and contain first aid equipment, an ATM, and other items that need to be secure. The number of tents, sizes, and locations has not yet been determined. All areas containing generators will all be roped off to the public, and electrical permits will be secured from the City as necessary. • Bathroom facilities/Waste Management Applicant will provide five porta potties with wash stations, which is recommended for a crowd of 750 people. Additional porta potties will be added if necessary. Applicant will hire a waste management company for proper waste disposal. • Food and Liquor No alcohol will be permitted on the premise and those suspected of being under the influence will be turned away. Food and drinks will be provided by a licensed food vendor. • Security One Washington County Deputy will be on site to provide security and monitor traffic between the hours of 8 p.m. and midnight on Fridays, Saturdays, and Halloween evening. Activity of the Washington County Sheriff's Office related to this event will be monitored and, if necessary, additional deputies will be hired by the applicant. • Medical/Emergency Management First aid kits will be available onsite. Vehicle access will be available to all areas to allow for emergency response. All staff have radio contact throughout the area and weather will be monitored. Excessive rain or lightening will close the event. Fire extinguishers will be available at all campfire locations. • Wetland Permit There are no anticipated impacts to wetlands on the property according to the submitted site plan. The applicant and property owner are aware that a wetland permit will be necessary prior to any activity in the wetland areas. 2 3. REQUIREMENTS: The applicant has provided the City the completed permit and permit fee. In accordance with this permit, the applicant shall conduct the event as described in the application herein and meet the following conditions: Prior to the Event 1. The applicant will provide the City a signed Hold Harmless Agreement. 2. The applicant will provide a Certificate of Liability Insurance showing the City of Hugo as additionally insured for this event. 3. The applicant will secure a right-of-way permit from Washington County and install signage along 170th Street prohibiting parking. 4. No advertising signs for the event are allowed off the property without appropriate approval. 5. No permanent structures will be constructed as part of this event. All props, tents, and canopies will be properly installed and secured and kept away from flames. Applicant will provide staff information on these items for approval. 6. Applicant will work with the City to determine if an electrical permit is necessary for the use of the generators. 7. The applicant will contact the Washington County Sheriff s Office to hire at least one deputy to work specified hours during the event. A walk-through of the site will be scheduled with City staff, including the Hugo Fire Marshal. 9. The applicant will comply with all additional recommendations made by staff and/or the Hugo Fire Marshal. 10. Trails will be clear of all obstacles and mulch will be placed in areas as necessary. 11. Applicant will relocate the overflow parking, as shown on the site plan, away from the activity area. 12. Applicant will provide location of campfire(s), tiki lights, and other possible fire hazards for approval of the Fire Marshal. During the Event 13. The applicant shall conduct the event in accordance with the approved plans submitted with the application. 14. The applicant shall comply with all applicable federal, state, and local laws, rules, regulations, and ordinances. 15. A Washington County Deputy will be present between the hours of 8 p.m. — Midnight on Fridays, Saturdays, and Halloween evening, and the number of deputies and hours may be increased if deemed necessary by the Washington County Sheriff s Office. 16. Parking area will be monitored, and parking attendants will direct traffic to approved locations. 17. All areas containing recreational fires will be monitored at all times by a staff member. 18. No alcohol will be allowed on the site. 19. No overnight camping. 20. Vehicles will not block emergency access areas 21. All campfires will comply with the Hugo Fire Department's rules for recreational fires. 22. All amplified sound from the event will be at a level to not be heard off the property. 23. Garbage receptacles shall be regularly emptied and the event site kept clear of debris. 24. Trails and walking areas will be inspected regularly and kept clear of all obstacles. After the Event 25. All signage will be removed immediately after the event. 26. All trash will be removed from the site, including all parking areas and any trash left on public streets from the event. 4. CONCLUSION/RECOMMENDATION: The City has worked with the applicant and the property owner to address potential impacts to the health, safety, and welfare of the residents of Hugo and participants of this event. In the past, many rodeo events with large crowds have been held on Woodloch Stable property and staff feels it is a suitable site for the Woods of Terror and Spooktacular event. The event will be regularly monitored for impacts to neighbors and traffic and/or unsafe conditions, and the applicant may be required to make changes or shut down the event. Minor changes to this permit may be approved by City staff. Changes staff deems to be significant will require Council review and approval. Staff recommends Council approve the Special Event Permit for Woods of Terror and Spooktacular with the above conditions. 4 or /` `► CITY OF ' 14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.d.hugo.mn.us EST. 1506 Special Event Permit Application Procedures for processing special event permits are found in Hugo City Code Chapter 90, Section 90-37.2. Any individual or organization holding an event or temporary use of a property which includes erecting temporary structures, offering food/beverages, or affecting traffic or parking requires a special event permit. Outdoor events, tent sales, employment fairs, celebrations, or similar special events are subject to this ordinance and require a special event permit. Applicant (Applicant will receive all correspondence from the City): Contact Person: Vti ke <� k, � 4 Address,/ � It rc�oc� �' c.>s,j City /r -e State M"J Zip '5 L' Phone Cell 3- f- l Email ^i i ke hof' 6� Signature of Applica /r// �1 Date *U5 s1,7 - Event zZ Event Informati1oyn 1 Type of Eventor���v�v�+I Address: 5&'- I 8' S4, K�qo VVI IQ 55-6 3 Date: Property Owner/Manager: r Contact Person: Bz�\ bar �a i� J4�o�e re,y V� Address Sla34�2 i C7`i City t4State Mk) _Zip -5S-013(3 Phone Cell mail Description of Event -Please review the items on the check list on the back of the application for information that is required to make this application complete. If there is not enough room below to describe the event please submit on a separate sheet of paper. For Office Use Only Fee Paid Date Des ❑ No ❑Yes with conditions below City Council Meeting Date Conditions: Clerk Signature Site Plan 2017 Woods of Terror & Spooktacular Fall Harvest 5696 17011 Street, Hugo, Mn 55038 I started Woods of Terror 7 years ago in Blackberry, Mn and it was started as a non-profit benefit for my mother in-law trying to fight stage 4 lung cancer. There was a great turn out with over 2,000 customers and had no accidents or injuries. We only did it for the 1 year and now 7 years later we would love to put on this amazing event near the Twin Cities area. This time around we want to also put on something for the kids during the day on weekends called Spooktacular Fall Harvest. With our experience and taking all the necessary steps I believe this will be a great event for all ages and will be a success for all involved. Would like to involve Hugo local businesses with the opportunity to run the free game stations to help promote there business and to interact with the kids and pass out candy. Spooktacular Fall Harvest will be held at Woodloch Stable's property with parking and Woods of Terror trail will be on Fred Macalus 35 wooded acres adjacent to Spooktacular's event and parking. There will be overflow parking at Dead Broke Arena of 250 extra parking spots. Signs will be in place for entry, exit points, signage from 1-35 to event and with a 10 mph speed limit sign on event site. Will have 3 emergency access points off of 170'h street and access to trails and event. All personal will have radio contact for any emergencies. Emergency vehicles to access trails with a Gator UTV and a fourwheeler to be able to assist anyone that gets injured back to the main office with first aid. Rain may close the event if it rains to hard or has any lighting. Will have cover under canopies if it's a short rain delay. Past events and experience at Woodloch Stables include High School Rodeo Finals and 4 to 6 horse shows for the last 25 years and Warrior Dash Mudding event in 2012 and 2013. Event will be covered with Insurance under CCI Underwriters. Onsite Sanitation will be providing porta potties with a handicap accessible one. Still working on outside vendors for concessions. Would like to have the local Hugo police, Washington County Sherriff and Hugo Fire department involved with the kids at the Spooktacular Fall Harvest event if possible. We would love to provide a safe and fun event for kids and adults for the Halloween and Fall season. Attached will be a copy of Hugo Permit Application, Risk Assessment and Event Site Map. Property Owner Bill Ramberg Date Property Owner Fred Macalus Date Event Applicant Mike Short Date !C, /,:I- Risk Assessment Template Areal Location: 5 -1 �- (:7-0`t1-- S+1 � U l 1111 KD .S60 3 S Task requiring assessment: -- -a� ( czar, -A F—J ems-* Person at risk (Under 18's require special consideration): Slips/Trips Fire Machinery Work at Height Ejection of materials Pressure Systems Electricity Vehicles Noise Lone Working Temperature extremes Hazardous Substances - Make Manual Handling Operations - Make Specific specific COSHH Assessment IManual Handling Assessment Hazards Identified Hazard Severity (H) Likelihood of Exposure (L) Risk Rating (H) x (L) ¢) �p--g ----5-- -----4-- -----3-- -----2-- -----1-- -----5-- -----4- ----- --- -----2-- --------- b) owu-� Fi r �S 5 4 3 2 1 5 4 3 2 1 ----------- --------- ------------------------- ------ C) V-0 o e_55 -------------------------------------------------------- - --------- --------- --------- 4 --------- --------- 3 --------- ------- 2 --------- --------- 1 --------- ------- 5 --------- 4 --------- 3 --------- 2 --------- 1 -------------------------------------........... d) V e �1 c` E ��� �i �� 5 4 3 2 1 --------- 5 -------- 4 --------- 3 --------- 2 --------- 1 -------------------------------------------------- ----------------------------------------------- e) 4.n. � Iici(2. --------- 5 -------- 4 --------- ------- - 2 --------- 1 --------- 5 --------- 4 --------- 3 --------- 2 --------- 1 ----------------------------------------------- --------------- ------------------•------------------- fl �����' ----- -----•---------- ---------------------------- 5 ----- 4 -----4 3 - - 2 -----.. 1 ------ - 5 -----. 4 ----- -- 3 2 -- 1 ------ •- ) 9) 5-- 5 4 3 2-- 2 1 5-- 5 4 3 3 2 2 1 ------------------------ H Factors: 5 = serious/death; 3 = moderate injury; 1 = minor/negligible L Factors: 5 = definitely likely; 3 = likely; 1 = highly unlikely Where any risk rating (H) x (L) is 8 or greater, control measures are required Existing Control Measures in Place ---- -------=-°-----r`----'s- 'tv------c_ VL'...----------------------------------------------------- � h) -- — ------ -------- -- ` .... t 5z ------------------------------------F ---------------------------------------------------------------------- --------------------- ---- ----- �--S �` -� - � n G� ----------- - ---------sir--�----------------------------------------- �---------------------------------�------------------------------------------------------------------------ —P)-cr-v is ---------------------------------------------------------------------------------------------------------------------------------------------- �plvda--: (X Q,v� Additional Control Measures Necessary to Reduce the Risk to Lowest Acceptable Level b) c) -------------------------------------------- `r �d � - -------- --------------------- ---- -- p �/ 7ev,",4oy S ra ---------------------- ---!! -------------......--------fir g) Z �t------ vtc\ �i�zL� O&d t Person responsible for maintaining and ensuring the introduction of existing/additional control measures Qi Mf 5VIII" ---------------------------------- ��---------•- ----- =Y=-- =� vw7r -------------------------------------------------------------------------------------------------------- ---------------------- —c KA t--- L, `` ------------------------------- ---------------------------------------------------------------------------------------- - -------- ��- - G�� -------------------------------- _�- -- --- ------------------------------------------------------------------------------- e 1(� --- Vq i V -e- S),"V-j- Emergency Procedures for serious and imminent danger, e.g. fire, first aid, bomb threat �1 - � (c, Co Vl+4C� � V o w ---n� �11`�i ✓C f V W I 4�cX -V� Nom' (1 r U r v a A,`e)e a t 11� led f,,— P -S on — 9i/ lUe-t-e Other Comments and observation ' � 11 vj/ D`t�.�.✓�j � � 5 �5 `�V�-Q� t� � w` iS S cC� �U�J, C v Vw-� -j-c� ©i-c...v- -TI 1455e LC�i 6/1 YJC �i.c�'GCF���7c� Cv12C�[ GicSlcf/� fr7 -vLicS KJS.� 1455ekt, ., Assessor Date Review date (no more than 3 years) ko Assessment must be reviews if circumstances change or there is reason to believe that this assessment is not valid. MAP OF WOODS OF TERROR & SPOOKTACULAR FALL HARVEST, HUGO - 2017 I 14 r, EVENT KEY ii a. Main Office b. Tickets c. Information / Lost Persons / Friends d. First Aid e. Hay Maze f. Concessions g. Restrooms h. Kid Games I. Canopy Booths j. Covered Shelter k. Trail Exit Night I. Trail Entrance Night m. Trail Exit Daytime n. Trail Entrance Daytime o. Overflow Parking p. Parking q. Zombie Paintball r. Hayride s. Pony Ride t. Emergency Access u. Trail Night v. Trail Daytime %. ,^ Supplemental Application for Haunted Houses/Trails Page 3, Attachment to A93 Name of Applicant Short Inc. # Description in full detailsIg If nerpssarv_ attach an ;krlrfitinnal chant 1. Estimated # of people to Attend 16,500 2. Duration of event Woods of Terror 09/29/2017 through 10/31/2017 every night Spooktacular Every Sat and Sun. startingl0/07/2017 3. Start and end times See below 4. Sanitation Porta potties will be provided 5. Emergency Plans First Aid Supplies will be on site and marked on map. Risk Assement attached in site plan 6. Security Plans None Needed as of now. If needed hire Sherriff for Fridays & Saturdays 7. Admission Fee $20.00 per person Woods of Terror - $6.00 per person Spooktcular 8. Food and Alcohol Plans Outside licensed food providers will be on site. No alcohol will be served 9. Parking Parking will be $5.00 per vehicle and in same vicinity as event and marked on site plan map 10. City Property Required None Needed 11. Sound and Music Scary Halloween type sounds and music will be played 12. Tents and Structures Temporary tents and shed will be used but no permanent structures 13. Signs and Etc.... Banners, signs, and other advertisements will be used. Halloween Adventure Themed Event to include 1. Family friendly event from 10am to Spm Saturday & Sunday Starting Oct. 6th " Spooktacular Fall Harvest " 2. Woods of Terror for adults 14 and up to occur 7 days a week Sun-Thurs. Open at Dusk and last car at 10pm Fri -Sat Open at Dusk and last car at 11pm *Additional cost on some extra activities with $ symbal Family Halloween Adventure (Spooktacular Fall Harvest) will include 1. Face Painting $ 7. Paintball-Zombies $ 2. Pumpkin Painting 8. Bouncy House 3. Hay Maze $ 9. Corn Pit 4. Hay Rides $ 10. Photo Backgound- for Pictures S. Pony Rides $ 11. Campfires for Smores and hot dogs 6. Game Stations 12. Kids Trail different from Night trail Nighttime Haunted Trail (Woods of Terror) for people 14 years old and up to include: 1. 30 to 45 minute walk on a trail through haunted woods 2. Scare tactics and fake props will be used 3. For an additional fee patrons may shoot zombies with paint balls $ A WSB G .—F;o 701 Xenia Avenue South I Suite 300 1 Minneapolis, MN 55416 I (763) 541-4800 August 30, 2017 Honorable Mayor and City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Construction Pay Voucher No. 2 (Final) 147th Street North Sidewalk Extension City of Hugo, MN WSB Project No. 1904-871 Dear Honorable Mayor and City Council: Please find enclosed Construction Pay Voucher No. 2 and final (in triplicate) for the above -referenced project in the amount of $3,353.98. This is the final pay voucher for the project and represents the release of the retainage on the contract. The quantities completed to date have been reviewed and agreed upon by the contractor and WSB. We recommend final payment subject to receipt of the following items: 1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC134 forms). 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers). 3. Consent of Surety to Final Payment certification from the contractor's surety. 4. One-year maintenance bond. Upon approval by the City Council and receipt of the above items, final payment in the amount of $3,353.98 can be released to Arnt Construction Co., Inc., and the contract for this project will be finalized and closed out. Thank you. Sincerely, WSB & Associates, Inc. G ames L. Stremel, PE Project Manager Enclosures cc: Steve Duff, City of Hugo Mark Erichson, WSB & Associates, Inc. Nick Arnt, Arnt Construction Co., Inc. srb Building a legacy — your legacy. Equal Opportunity Employer I wsbeng.com Kr101904-8711AdminlConemctton Admin1 Bidding 201 nPay Voucherc11904-871 CST LTR VO 2 FNL CN-hmcc-083017.docx 1101 AP AP CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project 01904-871 -147th Street North Sidewalk Extension Final Pay Voucher No. 2 Contractor: Arnt Construction Company 2190 Phelps Road Hugo, MN 55038 Contract Amounts Original Contract Contract Changes Revised Contract Work Certified To Date Base Bid Items Backsheet Change Order Supplemental Agreement Work Order Material On Hand Total Contract No. Vendor No. For Period: 7/29/2017 - 8/22/2017 Warrant # Date Funds Encumbered $87,997.80 Original $0.00 Additional $87,997.80 Total $67,079.60 $0.00 $0.00 $0.00 $0.00 $0.00 $67,079.60 $87,997.80 N/A $87,997.80 I hereby certify that a Final Examination has been made of the noted Contract, that the Contract has been completed, that the entire amount of Work Shown in this Final Voucher has been performed and the Total Value of the Work Performed in accordance with, and pursuant to, the terms of the Contract is as shown in this Final Voucher. Approved By County/City/Project Engineer Approved By Arnt Construction Company August 30. 2017 Date City of Hugo Date Contractor Date Page 1 Work Certified Work Certified This Pay Voucher To Date Less Amount Less Previous Retained Payments Amount Paid Total Amount This Pay Voucher I Paid To Date 01904-47 $0.001 $67,079.60 1 $0.00 $63,725.62 $3,363.981 $67,079.60 Percent Retained: 0% Amount Paid This Final Pay Voucher 1 $3,353.981 1 I hereby certify that a Final Examination has been made of the noted Contract, that the Contract has been completed, that the entire amount of Work Shown in this Final Voucher has been performed and the Total Value of the Work Performed in accordance with, and pursuant to, the terms of the Contract is as shown in this Final Voucher. Approved By County/City/Project Engineer Approved By Arnt Construction Company August 30. 2017 Date City of Hugo Date Contractor Date Page 1 Totals: $67,079.60 $0.00 $67,079.60 01904-47 Fundina Cateaory Recort Funding Work Less CITY OF HUGO Amount Paid Total 14669 Fitzgerald Avenue North Certified Amount Previous Hugo, MN 55038 Amount Paid No. To Date Project No. 0190447 Payments Pay Voucher To Date Final Pay Voucher No. 2 01904-47 Payment Summary 0.00 63,725.62 3,353.98 No. From Date To Date Work Certified Amount Retained Amount Paid Per Pay Voucher Per Pay Voucher Per Pay Voucher 1 05/10/2017 07/28/2017 $67,079.60 $3,353.98 $63,725.62 2 07/29/2017 08/22/2017 $0.00 ($3,353.98) $3,353.98 Totals: $67,079.60 $0.00 $67,079.60 01904-47 Fundina Cateaory Recort Funding Work Less Less Amount Paid Total Category Certified Amount Previous This Amount Paid No. To Date Retained Payments Pay Voucher To Date UNF 67,079.60 0.00 63,725.62 3,353.98 67,079.60 Totals: $67,079.60 $0.00 $63,725.62 $3,353.98 $67,079.60 01904-47 Fundina Source Resort Accounting Funding Amount Paid Revised Funds Paid To No. Source This Contract Encumbered Contractor Pay Voucher Amount To Date To Date UNF Unfunded 3,353.98 87,997.80 87,997.80 67,079.60 Totals: $3,353.98 $87,997.80 $87,997.80 $67,079.60 Page 2 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-47 Final Pay Voucher No. 2 0190447 Project Material Status Quantity Amount Line Item Description Units Unit Contract This This Quantity Amount Price Quantity Pay Pay To Date To Date Voucher Voucher SCHEDULE A - STREET IMPROVEMENTS 1 2021.501 MOBILIZATION LS $500.00 1 0 $0.00 1 $500.00 REMOVE 2 2104.501 RETAINING LF $12.00 66 0 $0.00 66 $792.00 WALL REMOVE 3 2104.503 CONCRETE SF $8.00 70 0 $0.00 70 $560.00 WALK REMOVE 4 2104.505 BITUMINOUS S Y $10.00 70 0 $0.00 0 $0.00 DRIVEWAY PAVEMENT REMOVE GATE 5 2104.509 VALVE AND EACH $330.00 1 0 $0.00 0 $0.00 BOX 6 2104.509 REMOVE STAIRS EACH $1,200.00 1 0 $0.00 1 $1,200.00 SAWING 7 2104.511 CONCRETE L F $10.00 5 0 $0.00 0 $0.00 PAVEMENT (FULL DEPTH) SAWING 8 2104.513 BITUMINOUS L F $10.00 40 0 $0.00 12 $120.00 PAVEMENT (FULL DEPTH) SALVAGE 9 2104.521 CHAIN LINK LF $10.00 140 0 $0.00 140 $1,400.00 FENCE 10 2104.523 SALVAGE HYDRANT EACH $1,430.00 1 0 $0.00 1 $1,430.00 11 2104.523 SALVAGE SIGN EACH $200.00 2 0 $0.00 2 $400.00 12 2104.601 SALVAGE YARD EACH $800.00 1 0 $0.00 0 $0.00 LIGHT SALVAGE AND 13 2104.601 REINSTALL LS $1,200.00 1 0 $0.00 0 $0.00 LANDSCAPE STRUCTURE SALVAGE AND 14 2104.602 REINSTALL EACH $1,000.00 1 0 $0.00 0 $0.00 FENCE GATE COMMON 15 2105.501 EXCAVATION C Y $43.40 190 0 $0.00 190 $8,246.00 (EV) (P) STREET 16 2123.610 SWEEPER HOUR $1.00 10 0 $0.00 0 $0.00 (WITH PICKUP BROOM) Page 3 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-47 Final Pay Voucher No. 2 01904-47 Proiect Material Status Quantity Amount Line Item Description Units Unit Contract This This Quantity Amount Price Quantity Pay Pay To Date To Date Voucher Voucher 17 2130.501 WATER (DUST M $1.00 10 0 $0.00 0 $0.00 CONTROL) GALLONS 18 2211.501 AGGREGATE TON $18.00 130 0 $0.00 130 $2,340.00 BASE CLASS 5 TYPE SP 9.5 WEARING 19 2360.503 COURSE MIX S Y $80.00 40 0 $0.00 0 $0.00 (2,B) 3.0" THICK - BIT D/W 20 2411.507 CONCRETE EACH $500.00 2 0 $0.00 2 $1,000.00 STAIRWAY 21 2504.602 HYDRANT EACH $4,950.00 1 0 $0.00 1 $4,950.00 ADJUST GATE 22 2504.602 VALVE AND EACH $385.00 1 0 $0.00 1 $385.00 BOX CONNECT TO 23 2504.602 EXISTING EACH $2,750.00 1 0 $0.00 1 $2,750.00. WATER MAIN 24 2504.602 6" GATE VALVE EACH $1,650.00 1 0 $0.00 1 $1,650.00 AND BOX 6" WATERMAIN 25 2504.603 DUCTILE IRON LF $56.00 8 0 $0.00 4 $224.00 CL 52 26 2505.601 UTILITY LS $1,200.00 1 0 $0.00 0 $0.00 COORDINATION 27 2521.501 6" CONCRETE SF $6.58 3260 0 $0.00 2470 $16,252.60 WALK ADA 28 2531.601 COMPLIANCE LS $300.00 1 0 $0.00 1 $300.00 SUPERVISOR 29 2531.618 TRUNCATED SF $38.00 12 0 $0.00 12 $456.00 DOMES BLOCK 30 2540.618 RETAINING SF $32.00 280 0 $0.00 273.25 $8,744.00 WALL CONNECT TO 31 2557.602 EXISTING EACH $200.00 2 0 $0.00 0 $0.00 FENCE ORNAMENTAL 32 2557.603 FENCE DESIGN LF $50.00 140 0 $0.00 0 $0.00 SPECIAL A ORNAMENTAL 33 2557.603 FENCE DESIGN LIN FT $80.00 9 0 $0.00 0 $0.00 SPECIAL B 34 2563.601 TRAFFIC CONTROL LS $2,980.00 1 0 $0.00 1 $2,980.00 Page 4 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-47 Final Pay Voucher No. 2 01904-47 Proiect Material Status Quantity Amount Line Item Description Units Unit Contract This This Quantity Amount Price Quantity Pay Pay To Date To Date Voucher Voucher 35 2564.602 INSTALL SIGN EACH $200.00 2 0 $0.00 0 $0.00 DECIDUOUS 36 2571.502 TREE 2" CAL TREE $640.00 5 0 $0.00 5 $3,200.00 B&B STORM DRAIN 37 2573.530 INLET EACH $100.00 4 0 $0.00 0 $0.00 PROTECTION FIBER LOG 38 2573.540 TYPE STRAW LIN FT $5.00 200 0 $0.00 0 $0.00 BIOROLL SODDING, TYPE 39 2575.505 LAWN (INCL. TOPSOIL & S Y $18.00 210 0 $0.00 400 $7,200.00 FERT.) Totals For SCHEDULE A - STREET IMPROVEMENTS: $0.00 $67,079.60 Project Totals: 1 $0.00 $67,079.60 Page 5 A WSB 701 Xenia Avenue South I Suite 300 1 Minneapolis, MN 55416 1 (763) 541-4800 August 31, 2017 Honorable Mayor and City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Construction Pay Voucher No. 3 North Sunset Lake Area Street Improvement Project S.A.P. 224-123-001 / 224-109-001 City of Hugo, MN WSB Project No. 1904-930 Dear Mayor and Council Members: Please find enclosed Construction Pay Voucher No. 3 in the amount of $303,391.22 for the above - referenced project. The quantities completed to date have been reviewed and agreed upon by the contractor, and we hereby recommend that the City of Hugo approve Construction Pay Voucher No. 3 for T.A. Schifsky & Sons, Inc. If you have any questions or comments regarding the enclosed, please contact me at (763) 287-8532. Thank you. Sincerely, WSB & Associates, Inc. G Vamo L. Streme1, PE Project Manager Enclosures cc: Steve Duff, City of Hugo Rob Stangler, T.A. Schifsky & Sons, Inc. srb Building a legacy —your legacy. Equal Opportunity Employer I wsbeng.com K.,101904-930WdminlConstmcdon Adminl Pay VoucheraMD4-930 CST LTR VO 3 CTY.hmcc-083117.do 69 WSB CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project 01904-93 - HUGO - 2017 Street and Utility Improvement Project Pay Voucher No. 3 Contract No. Vendor No. For Period: 7/22/2017 - 8/23/2017 Warrant # Date Funds Encumbered Original $1,273,990.06 Additional N/A Total $1,273,990.06 Work Certified This Pay Voucher Work Certified To Date Contractor: T. A. Schifsky & Sons, Inc. Less Previous Amount Paid Total Amount Payments This Pay Voucher Paid To Date 2370 East Hwy. 36 $319,359.18 North St. Paul, MN 55109 Contract Amounts Percent Retained: 5% Original Contract $1,273,990.06 Contract Changes $0.00 Revised Contract $1,273,990.06 Work Certified To Date Base Bid Items $773,329.58 Backsheet $0.00 Change Order $0.00 Supplemental Agreement $0.00 Work Order $0.00 Material On Hand $0.00 Total $773,329.58 Contract No. Vendor No. For Period: 7/22/2017 - 8/23/2017 Warrant # Date Funds Encumbered Original $1,273,990.06 Additional N/A Total $1,273,990.06 This is to certify that the items of work shown in this certificate of Pay Voucher have been actually furnished for the work comprising the above mentioned projects in accordance with the plans and specifications heretofore approved. Approved By Approved By T. A. Schifsky & Sons, Inc. County/City/Project Engineer August 31, 2017 Date City of Hugo Date Contractor Date Page 1 Work Certified This Pay Voucher Work Certified To Date Less Amount Retained Less Previous Amount Paid Total Amount Payments This Pay Voucher Paid To Date 01904-93 $319,359.18 $773,329.58 $38,666.48 $431,271.88 $303,391.22 $734,663.10 Percent Retained: 5% Percent Complete: 60.7014% Amount Paid This Pay Voucher $303,391.22 This is to certify that the items of work shown in this certificate of Pay Voucher have been actually furnished for the work comprising the above mentioned projects in accordance with the plans and specifications heretofore approved. Approved By Approved By T. A. Schifsky & Sons, Inc. County/City/Project Engineer August 31, 2017 Date City of Hugo Date Contractor Date Page 1 Totals: $773,329.68 $38,666.48 $734,663.10 01904-93 Funding Cateaory Reoort Funding Work Less Less CITY OF HUGO Total Category Certified 14669 Fitzgerald Avenue North Previous This Amount Paid No. Hugo, MN 55038 Retained Payments Pay Voucher To Date Project No. 01904-93 306,931.46 15,346.57 208,451.37 83,133.52 Pay Voucher No. 3 01904-93 P_ayment Summary 176,658.71 8,832.94 119,881.13 No. From Date To Date Work Certified Amount Retained Amount Paid 102,939.39 172,313.06 Per Pay Voucher Per Pay Voucher Per Pay Voucher 1 06/07/2017 06/21/2017 $152,273.75 $7,613.69 $144,660.06 2 06/22/2017 07/21/2017 $301,696.65 $15,084.83 $286,611.82 3 07/22/2017 08/23/2017 $319,359.18 $15,967.96 $303,391.22 Totals: $773,329.68 $38,666.48 $734,663.10 01904-93 Funding Cateaory Reoort Funding Work Less Less Amount Paid Total Category Certified Amount Previous This Amount Paid No. To Date Retained Payments Pay Voucher To Date 001 306,931.46 15,346.57 208,451.37 83,133.52 291,584.89 002 176,658.71 8,832.94 119,881.13 47,944.64 167,825.77 003 289,739.42 14,486.97 102,939.39 172,313.06 275,252.45 Totals: $773,329.68 $38,666.48 $431,271.89 $303,391.21 $734,663.10 01904-93 Fundina Source Reoort Accounting Funding Amount Paid Revised Funds Paid To No. Source This Contract Encumbered Contractor Pay Voucher Amount To Date To Date 01 State 83,133.52 406,424.72 406,424.72 291,584.89 02 State 47,944.64 237,575.70 237,575.70 167,825.77 03 Local 172,313.06 629,989.64 629,989.64 275,252.45 Totals: $303,391.21 $1,273,990.06 $1,273,990.06 $734,663.10 Page 2 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-93 Pav Voucher No. 3 AAA/1I f19 A.._:__L ww_L_-:_1 ^a_L.._ V I V V'T-VV � I V�GII IfIQ �G11G1 VLQ LY�7 Quantity Line Item Description Units Unit Price Contract This Amount This Quantity Amount Quantity Pay Pay Voucher To Date To Date Voucher SCHEDULE A - STREET IMPROVEMENTS 1 2021.501 MOBILIZATION LS $46,500.00 1 0.25 $11,625.00 0.75 $34,875.00 2 2101.502 CLEARING TREE $300.00 20 0 $0.00 10 $3,000.00 3 2101.507 GRUBBING TREE $185.00 20 0 $0.00 6 $1,110.00 REMOVE 4 2104.505 CONCRETE DRIVEWAY S Y $5.00 239 95.99 $479.95 127.54 $637.70 PAVEMENT REMOVE 5 2104.505 BITUMINOUS DRIVEWAY S Y $3.00 1643 925.78 $2,777.34 1237.37 $3,712.11 PAVEMENT 6 2104.509 REMOVE SIGN EACH $25.00 29 0 $0.00 0 $0.001 SAWING 7 2104.513 BITUMINOUS LF $2.00 117 1265.3 $2,530.60 1527.3 $3,054.60 PAVEMENT (FULL DEPTH) 8 2104.523 SALVAGE SIGN EACH $25.00 91 0 $0.00 0 $0.00 SALVAGE AND 9 2104.601 REINSTALL LS $1,000.00 1 0 $0.00 0 $0.00 LANDSCAPE STRUCTURES SALVAGE AND 10 2104.602 REINSTALL EACH $125.00 12 0 $0.00 0 $0.00 MAILBOX COMMON 11 2105.501 EXCAVATION CU YD $17.00 937 0 $0.00 40 $680.00 (EV) (P) SUBGRADE 12 2105.507 EXCAVATION C Y $10.00 1407 30 $300.00 70 $700.00 . (EV) SELECT 13 2105.522 GRANULAR C Y $10.00 1407 0 $0.00 0 $0.00', BORROW (CV) 14 2105.601 DEWATERING ILS $100.00 1 1 0 $0.00 0 $0.00 SOIL 15 2105.604 STABILIZATION S Y $3.85 1000 0 $0.00 0 $0.00 GEOGRID 16 2105.604 GEOTEXTILE S Y $2.00 2000 0 $0.00 0 $0.00 FABRIC TYPE V 17 2112.501 SUBGRADE RDST $240.00 160 0 $0.00 159 $38,160.00 PREPARATION STREET 18 2123.610 SWEEPER (WITH HOUR $100.00 40 0 $0.00 0 $0.00 PICKUP BROOM) 19 2130.501 WATER (DUST M $30.00 120 20.4 $612.00 86.9 $2,607.00 CONTROL) GALLONS AGGREGATE 20 2211.503 BASE (CV) CLASS C Y $5.00 990 132.48 $662.40 203.08 $1,015.40 5 RECLAIMED Page 3 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-93 Pay Voucher No. 3 01904-93 Project Material Status Quantity Line Item Description Units Unit Price Contract This Amount This Quantity Amount Quantity Pay Pay Voucher To Date To Date Voucher 21 2211.607 AGGREGATE CU YD $8.00 2170 0 $0.00 0 $0.00 BASE PLACED 22 2215.501 FULL DEPTH RECLAMATION S Y $1.95 45480 0 $0.00 45480 $88,686.00 23 2221.604 SHOULDER BASE S Y $3.85 4249 0 $0.00 0 $0.00 AGGREGATE BITUMINOUS 24 2231.501 PATCHING TON $60.00 100 0 $0.00 0 $0.00 MIXTURE 25 2504.602 IRRIGATION EACH $325.00 10 0 $0.00 0 $0.00 SYSTEM REPAIR 26 2505.601 UTILITY LS $500.00 1 0.75 $375.00I 1 $500.00 COORDINATION CONCRETE 27 2531.501 CURB & GUTTER LF $11.00 4250 4169 $45,859.00 4169 $45,859.00 DESIGN SPECIAL 6" CONCRETE 28 2531.507 DRIVEWAY S Y $48.45 239 151.17 $7,324.19 151.17 $7,324.19 PAVEMENT 29 2540.602 MAIL BOX EACH $100.00 12 0 $0.00 0 $0.00 (TEMPORARY) 30 2563.601 TRAFFIC LS $28,500.00 1 0.25 $7,125.00 0.75 $21,375.00 CONTROL 31 2563.610 FLAG PERSON HOUR $65.00 80 0 $0.00 0 $0.00 32 2564.531 SIGN PANELS SF $35.00 174 0 $0.00 0 $0.00 TYPE C 33 2564.602 F&I SIGN PANEL EACH $325.00 4 0 $0.00 0 $0.00 TYPE SPECIAL 34 2564.602 REINSTALL SIGN { EACH $135.00 9 0 $0.00 0 $0.00 35 2573.502 SILT FENCE, TYPE MS LF $1.95 5368 0 $0.00 0 $0.00 FLOTATION SILT 36 2573.505 CURTAIN TYPE LF $5.00 360 0 $0.00 0 $0.00 STILL WATER STORM INLET 37 2573.530 PROTECTION �(CULVERT) EACH $40.00 109 4 $160.00 6 $240.00 STABILIZED 38 2573.535 CONSTRUCTION LS $1,000.00 1 0 $0.00 0 $0.00 EXIT 39 2573.540 FILTER LOG LIN FT $4.00 200 0 $0.00 0 $0.00 TYPE ROCK LOG FILTER LOG 40 2573.540 TYPE STRAW LIN FT $1.00 10101 0 $0.00 1660 $1,660.00 BIOROLL 41 2574.525 LOAM TOPSOIL CU YD $10.00 1116 0 $0.00 0 $0.00 BORROW (CV) 42 2575.501SEEDING ACRE $1,000.00 0.3 0 $0.00 0 $0.00 43 2575.505 SODDING TYPE S Y $4.25 5876 0 $0.00 0 $0.00 LAWN Page 4 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-93 Pay Voucher No. 3 101904-93 Project Material Status Page 5 Quantity Line Item Description Units Unit Price Contract This Amount This Quantity Amount Quantity Pay Pay Voucher To Date To Date Voucher EROSION 44 2575.523 CONTROL BLANKETS S Y $2.00 4840 0 $0.00 0 $0.00 CATEGORY 45 2575.535 WATER (TURF MGAL $5.00 800 0 $0.00 0 $0.00 ESTABLISHMENT) HYDRAULIC 46 2575.563 MATRIX TYPE S Y $0.25 15021 0 $0.00 0 $0.00 MULCH 47 2575.605 HYDROSEEDING SQ YD $2.00 7403 0 $0.00 0 $0.00 48 2582.502 4" DOUBLE SOLID LIN FT $0.25 10067 0 $0.00 0 $0.00 LINE PAINT 49 2582.502 4" SOLID LINE LF $0.12 20134 0 $0.00 0 $0.00 PAINT 50 2582.502 24" SOLID LINE LF $5.50 46 0 $0.00 0 $0.00 PAINT Totals For Section SCHEDULE A - STREET IMPROVEMENTS: $79,830.48 $255,196.00 SCHEDULE B - DRAINAGE IMPROVEMENTS 51 2104.501 REMOVE SEWER LF $10.00 1683 0 $0.00 958 $9,580.00 PIPE (STORM) 52 2105.607 1 1/2" CLEAR C Y $55.00 200 0 $0.00 0 $0.00 ROCK 53 2501.515 15" CS PIPE APRON EACH $275.00 86 0 $0.00 24 $6,600.00 54 2501.515 18" CS PIPE APRON EACH $300.00 10 0 $0.00 12 $3,600.00 55 2501.515 24" CS PIPE EACH $350.001 4 0 $0.00 2 $700.00 APRON 56 2501.603 15" PIPE CULVERT LF $48.00 1386 0 $0.00 580 $27,840.00 57 2501.603 18" PIPE CULVERT LF $50.00 215 0 $0.00 292 $14,600.00 58 2501.603 24" PIPE CULVERT LF $60.00 82 0 $0.00 55 $3,300.00 59 2502.541 6" PERF PE PIPE LF $25.00 200 0 $0.00 0 $0.00 DRAIN 15" RC PIPE 60 2503.541 SEWER DES 3006 LF $70.00 55 0 $0.00 43 $3,010.00 CL V CONNECTTO 61 2503.602 EXISTING STORM EACH $4,000.00 1 0 $0.00 1 $4,000.00 SEWER 62 2503.602 CHIMNEY SEALS EACH $175.00 6 5 $875.00 5 $875.00 CONSTRUCT 63 2506.501 DRAINAGE STRUCTURE LF $525.00 5 1 $525.00 5 $2,625.00 DESIGN 48-4020 64 2506.501 CONST DRAINAGE LF $600.00 6 1 $600.00 6 $3,600.00 STRUCTURE DES Page 5 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-93 Pay Voucher No. 3 01904-93 Project Material Status Quantity Line Item Description Units Unit Price Contract This Amount This Quantity Amount Quantity Pay Pay Voucher To Date To Date Voucher 72-4020 CONSTRUCT DRAINAGE 65 2506.502 STRUCTURE EACH $1,800.00 3 0 $0.00 3 $5,400.00 DESIGN SPECIAL 1 (2'X3') CONSTRUCT DRAINAGE 66 2506.502 STRUCTURE EACH $1,650.00 1 0 $0.00 1 $1,650.00 DESIGN SPECIAL 2 CASTING 67 2506.516 ASSEMBLY EACH $500.00 1 1 $500.00 1 $500.00 (CATCH BASIN) CASTING 68 2506.516 ASSEMBLY EACH $500.00 1 1 $500.00 1 $500.00 (STORM) 69 2511.501 RANDOM RIPRAP C Y $110.00 82 0 $0.00 78.8 $8,668.00 CLASS III 70 12563.610, UTILITY CREW IHOUR 1 $600.00 10 2 $1,200.00 4 $2,400.00 Totals For Section SCHEDULE B - DRAINAGE IMPROVEMENTS: 1 $4,200.001 $99,448.00 ALTERNATE 1 - BITUMINOUS TYPE SP 9.5 71 2360.501 WEARING COURSE MIX TON $48.69 4457 2444.51 $119,023.19 2444.51 $119,023.19 (2,B) TYPE SP 12.5 72 2360.502 NON WEAR TON $45.65 7429 2186.87 $99,830.62 6203.45 $283,187.49 COURSE MIX (2,B) TYPE SP 9.5 WEARING 73 2360.603 COURSE SQ YD $19.00 1643 867.1 $16,474.90 867.1 $16,474.90 MIXTURE (2,B) - 3" THICK Totals For ALTERNATE 1 - BITUMINOUS: $235,328.71 $418,685.58 Project Totals: $319,359.19 $773,329.58 1 Page 6 AL 1B 477 Temperance Street I St. Paul, MN 55101 1 (651) 286-8450 July 18, 2017 Mr. Scott Anderson City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Application for Payment Beaver Ponds Park Stormwater Re -Use Project City of Hugo, MN WSB Project No. 1904-611 Dear Mr. Anderson: Application and Certificate for Payment No. 4 for the above referenced project in the amount of $8,625.00 is enclosed. The quantities completed to date have been reviewed and agreed upon by the contractor. We hereby recommend that the City of Hugo approve the Final Pay Request for Peterson Companies, Inc. We have also enclosed the following required documents: 1 Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC134 forms). 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers). 3. Consent of Surety to Final Payment certification from the contractor's surety. 4. Two-year maintenance bond. Please include one executed copy of the pay request with the payment to Peterson Companies, Inc. and return one executed copy to our office for our file. If you have any questions or comments regarding this voucher, please contact me at (651) 286-8463. Thank you. Sincerely, WSB & Associates, Inc. Mark Erichson, PE Sr. Project Manager Enclosures cc: Erin Heydinger, WSB & Associates, Inc. kkp Building a legacy—your legacy. Equal Opportunity Employer I wsbeng.com K:\01904-6111AdmiMConstmction Admin\1904-611 Pay Request 4-final-cty 071817.docx 6-5 n -O w y r°n a D u ID6rto CD n -0 d3 �• M, (D =r .. w 0 v � N w w ; b � � � N n c � � � N N C 9 w �p N l0 CD C mL �a aa.W 3 O W QO fD V CpDn fD ^cm c V op- � s �° N - 0 4. 2! 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AIA Document G703TM, Continuation Sheet, is to be used in conjunction with AIA Document G702TM, Application and Certificate for Payment, or AIA Document G732TM, Application and Certificate for Payment, Construction Manager as Adviser Edition. These documents are designed for use on Projects where the Contractor has a direct Agreement with the Owner. Procedures for their use are covered in AIA Documents A201TM, General Conditions of the Contract for Construction, and A232TM, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. Use of Current Documents. Prior to using any AIA Contract Document, users should consult www.aia.org or a local AIA component to verify the most recent edition. Reproductions. This document is a copyrighted work and may not be reproduced or excerpted from without the express written permission of the AIA. There is no implied permission to reproduce this document, nor does membership in The American Institute of Architects confer any further rights to reproduce this document. The AIA hereby grants the purchaser a limited license to reproduce a maximum of ten copies of a completed G703, but only for use in connection with a particular project. The AIA will not permit reproduction outside of the limited license for reproduction granted above, except upon written request and receipt of written permission from the AIA. Rights to reproduce the document may vary for users of AIA software. Licensed AIA software users should consult the End User License Agreement (EULA). To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyright@aia.org. COMPLETING G703-1992 Heading. This information should be completed in a manner consistent with similar information on AIA Document G702, Application and Certificate for Payment, or G732TM, Application and Certificate for Payment, Construction Manager as Adviser Edition, whichever is applicable. Columns A, B and C. These columns should be completed by identifying the various portions of the Project and their scheduled values consistent with the schedule of values submitted to the Architect at the commencement of the Project or as subsequently adjusted. The breakdown may be by sections of the Work or by Subcontractors and should remain consistent throughout the Project. Multiple pages should be used when required. Column C should be subtotaled at the bottom when more than one page is used and totaled on the last page. Initially, this total should equal the original Contract Sum. The total of column C may be adjusted by Change Orders during the Project. Column D. Enter in this column the amount of completed Work covered by the previous application (columns D & E from the previous application). Values from column F (Materials Presently Stored) from the previous application should not be entered in this column. Column E. Enter here the value of Work completed at the time of this application, including the value of materials incorporated in the project that were listed on the previous application under Materials Presently Stored (column F). Column F. Enter here the value of Materials Presently Stored for which payment is sought. The total of the column must be recalculated at the end of each pay period. This value covers both materials newly stored for which payment is sought and materials previously stored which are not yet incorporated into the Project. Mere payment by the Owner for stored materials does not result in a deduction from this column. Only as materials are incorporated into the Project is their value deducted from this column and incorporated into column E (Work Completed -This Period.) Column G. Enter here the total of columns D, E and F. Calculate the percentage completed by dividing column G by column C. Column H. Enter here the difference between column C (Scheduled Value) and column G (Total Completed and Stored to Date). Column I. This column is normally used only for contracts where variable retainage is permitted on a line -item basis. It need not be completed on projects where a constant retainage is withheld from the overall contract amount. Change Orders. Although Change Orders could be incorporated by changing the schedule of values each time a Change Order is added to the Project, this is not normally done. Usually, Change Orders are listed separately, either on their own G703 form or at the end of the basic schedule. The amount of the original contract adjusted by Change Orders is to be entered in the appropriate location on the G702 or G732 form, whichever is applicable. Construction Change Directives. Amounts not in dispute that have been included in Construction Change Directives should be incorporated into one or more Change Orders. Amounts remaining in dispute should be dealt with according to Section 7.3 of AIA Document A201 or Section 7.3 of AIA Document A232. Thefollowing is an awmple of a Continuation Sheetfor work in progress. Please note that dollar amounts shown below are for illustrative purposes only, and are not intended to reflect actual construction costs. A B SI I I G B 1 WORK COMPLETED MATERIALS TOTAL BALANCE ITEM DESCRIPTION OF WORK SCHEDULED FROM PREVIOUS PRESENTLY COMPLETED AND STORED % TO RETAINAGE NO. VALUE APPLICATION THIS PERIOD STORED TO DATE (G+C) FINISH (If-lablerale) (D+E)l„p�E) 0 (D+E+F) (C -G) 1 MOBILIZATION 5,000 5,000 0 5,000 100 0 2 STUMP REMOVAL 5,000 5,000 0 0 5,000 100 0 3 EARTH WORK 15,000 10,000 5,000 0 15,000 100 0 4 LOWER RETAINING WALL 10,000 0 5,000 0 5,000 50 5,000 5 CURBS A MISC CONC 5,000 0 0 0 0 0 5,000 6 PAVING, UPPER DRIVE 20,000 0 0 0 0 0 20.000 7 PAVING, LOWER DRIVE 20,000 0 0 0 0 0 20,000 B PAVERS 20,000 0 0 10,000 10,000 50 10,000 9 BRICK WORK 5,000 0 0 0 0 0 5,000 10 , 11 GRAND TOTAL _ 105,000 20,000 10,000 _ 10,000 40,000 65,000 AIA Document G703 TM -1992. Copyright © 1963, 1965, 1966, 1967, 1970, 1978, 1983 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyright@aia.org. RESOLUTION NO. 2017 - A RESOLUTION DECLARING COSTS TO BE ASSESSED AND ORDERING PREPARATION OF PROPOSED ASSESSMENTS FOR THE NORTH SUNSET LAKE AREA STREET IMPROVEMENT PROJECT WHEREAS, pursuant to Minnesota Statute 429.061 the costs and expense incurred and to be incurred in making the improvements to the North Sunset Lake area. WHEREAS, the cost and expense incurred and to be incurred in making improvements to the North Sunset Lake project area, is the amount of $1,480,300. WHEREAS, Minnesota Statute 429.061 provides that the City Council shall determine by resolution the amount of the total expense a municipality will pay other than amount, if any, which it will pay as a property owner and the amount to be specially assessed. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF HUGO: The amount to be specially assessed for the North Sunset Lake Area Street Improvement Project is $280,500. 2. The remainder of the total amount of the Project costs, namely the sum of $1,199,800 shall be financed by way of general tax levy, City state -aid roadway funds, and available City reserves as determined by the Council. 3. The City Clerk, with the assistance of the City Engineer and City Attorney, shall forthwith calculate the proper amount to be specially assessed for such improvements against every assessable lot or parcel of land without regard to cash evaluation as provided by law. The Clerk shall thereupon file a copy of such proposed assessments with the City and the proposed assessments shall be available for public inspection. 4. The City Clerk shall, upon completion of the proposed assessments, notify the City Council thereof. Council members voting AYE: Council members voting NAY: Whereupon said resolution was declared passed and adopted this 5d' day of September, 2017. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION NO. 2017 - A RESOLUTION CALLING FOR THE PUBLIC HEARING ON THE PROPOSED ASSESSMENT FOR THE NORTH SUNSET LAKE AREA STREET IMPROVEMENT PROJECT WHEREAS, the City Council directed the City Clerk to prepare a proposed assessment roll for the North Sunset Lake Area Street Improvement Project. WHEREAS, the Clerk has notified the Council that such proposed assessment roll has been completed and is on file for public inspection. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF HUGO: 1. The attached Notice of Assessment Hearing is hereby approved and ratified. 2. A hearing shall be held on the 2nd day of October, 2017, at Hugo City Hall Council Chambers located at 14669 Fitzgerald Avenue North, Hugo, Minnesota at 7:00 p.m. to pass upon such proposed assessment and at such time and place all persons owning property affected by such improvement will be given an opportunity to be heard with reference to such assessment. 3. The action of the Clerk to cause the attached Notice of Assessment Hearing to be published at least once in the official newspaper at least two weeks prior to the hearing and to mail the Notice to the owners of each parcel described in the assessment roll is hereby approved and ratified. The mailing will be not less than two weeks prior to the hearing. Council members voting AYE: Council members voting NAY: Whereupon said resolution was declared passed and adopted this P day of September, 2017. 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Otkin, Finance Director DATE: For the Council Meeting of September 5, 2017 RE: Preliminary Tax Levy Payable in 2018 REQUESTED COUNCIL ACTION Motion to adopt Resolution Approving Preliminary Tax Levy Payable in 2018. At the mid -year budget workshop it was the consensus of the City Council that the 2018 preliminary tax levy provide for no change in the urban tax rate. The total proposed 2018 property tax levy of $6,589,302 keeps the urban tax rate at 36.323% of tax capacity while the rural tax rate will decline by 0.24%. The proposed tax levy is broken down into the following major categories: Pay 2018 Proposed Required Levies Debt Service Levy $ 187,671 Tax Abatement Levy $ 437,265 $ 624,936 Discretionary Levies General Fund Levy $ 4,785,901 Park Improvements $ 90,554 Firefighter's Relief Levy $ 14,957 Equipment Purchasing Levy $ 111,879 Mill and Overlay Levy $ 64,909 Capital Improvement Levy $ 539,657 Stormwater Levy $ 356,509 $ 5,964,366 Certified Property Tax Levy $ 6,589,302 Debt Service Tax Levies This levy is required under the terms of various bondholder agreements. These taxes are used to make principal and interest payments on general obligation bonds issued by the city. The total levy for debt service in 2018 is $187,671. 2018 Proposed Tax Levy Page 2 Tax Abatement Levy This levy contains two abatement projects. The first, in the amount of $331,035, will be used to pay the principal and interest on tax abatement bonds issued to defray the city's share of the CSAH 8 Reconstruction Project. The White Bear Lake School District is participating in the abatement program and will contribute the balance needed to fully fund the bond obligations. The second abatement project, in the amount of $106,230, is for bonds sold to finance the acquisition of Irish Avenue Park and the construction of the Hanifl Park Shelter at Rice Lake Park. Taxes being abated are generated from parcels abutting these two areas. General Operating Levy The levy for general operating purposes is $4,785,901, an increase of $179,466 from the previous year. This levy is used, along with non -property tax revenues, to fund general government, public safety, public works, and other city operations. The increase is needed to balance the general fund with no structural deficit (i.e. transfers from other funds). The increase in this levy will be used primarily for the following purposes: Fund investigator/deputy position in the law enforcement contract for the full 2018 calendar year. Fund health insurance premiums for eligible employees for the 2018 calendar year. Provide for step increases and a 2% cost -of -living adjustment for full-time staff effective January 1, 2018. Fire Relief Levy This levy is used to accumulate funds to meet the city's future pension obligations for the Hugo Firefighter's Relief Association. Taxes are levied in an amount equal to the PERA employer percentage as applied to total fire department wages and salaries. These funds are placed in a special revenue fund and can be only be used to make mandatory contributions to the pension fund. The levy for 2018 is $14,957. Equipment Purchasing Levy This levy had been temporarily suspended for two years as surplus funds were transferred in from the General Fund and were used to replace big ticket equipment items in the Public Safety and Public Works Departments that exceeded their useful life. These items include plow trucks, pickup trucks, dump trucks, and firefighting vehicles. This levy, in the amount of $111,879, will be reinstated for 2018. Park Improvement Levy This levy, first instituted in 2007, is used to finance capital improvements to the city's park system. The original levy of $296,000 has been reduced by the amount needed to finance the abatement program referred to above and fund park planning and recreational programming in the general operating fund. The proposed park improvement levy for next year is $90,554. 2018 Proposed Tax Levy Page 3 Mill and Overlay Levy This levy (diverted from the CIP levy in 2012) is designed to provide additional funds for annual mill and overlay projects that will replace the annual seal coating program. These funds are also used for crack filling and traffic striping. The proposed levy for next year is $64,909. Capital Improvement Levy This levy, first instituted in 2006, is used to defray a portion of the city's share of street reconstruction projects. The proposed levy for 2018 is $539,657. When combined with state construction aid, these funds will allow us to continue improving our network of streets without the need to issue additional debt. Storm Water Improvement Levy This levy was discontinued in 2010 due to the Great Recession and the need to lower our overall tax levy; however, since then the city has incurred costs in constructing water reuse projects and the fund balance has dropped below what is needed to eventually maintain our system of drainage ponds. Staff recommends a tax levy of $356,509 for pay 2018. Certified Property Tax Levy To recap, the total amount of property taxes to be certified to the county for inclusion in the truth -in - taxation notices amounts to $6,589,302. This represents an increase of $662,823, the particulars of which have been identified above. Fiscal Disparities Fiscal Disparities is a program designed by the state legislature to distribute a portion of growth in commercial and industrial tax values to cities in the seven -county metropolitan area. Historically, the City of Hugo has been a "winner" in that we receive more value from the pool than we contribute. Washington County has certified the payable 2018 amount of $643,288, an increase of $40,212 from the previous year. This amount serves to lower the total property tax dollars paid by residents of the city. Pay 2018 Proposed Certified Property Tax Levy $ 6,589,302 Less: Fiscal Disparities $ (643,288) Local Portion of Levy $ 5,946,014 2018 Proposed Tax Levy Page 4 Taxable Market Value and Tax Capacity The county tax department has released a preliminary estimate of taxable market value and tax capacity data for next year. The county estimates an increase in the total tax capacity of $1,756,784, or 11.75%. These numbers will most likely change when they release "final' numbers prior to the budget adoption meeting scheduled for December 4th Tax Rates Based on estimated market and tax capacity values, the levy recommended herein provides for no increase in the urban tax rate and a small decrease in the rural tax rate. City Tax on Median Valued Homestead According to the latest Washington County Assessment Report the median value of a homestead property in Hugo has increased $26,550 to $249,450, an increase of 11.91%. By keeping our urban tax rate the same the tax on this homestead will increase as follows: Pay 2018 Percent Proposed Change Tax Rate Calculations: Local Portion of General Expense $ 5,776,665 Divided by Tax Capacity $ 16,359,843 11.75% Urban Tax Capacity for General $ 2,347 Expense $ 35.310% 14.07% Less 10% for Rural $ -3.531% Local Portion of Debt Service Levy $ 169,349 Divided by Total Tax Capacity $ 16,709,834 11.75% Tax Capacity for Debt Service 1.817% Total Urban Tax Rate 36.323% 0.00% Total Rural Tax Rate 32.792% -0.24% City Tax on Median Valued Homestead According to the latest Washington County Assessment Report the median value of a homestead property in Hugo has increased $26,550 to $249,450, an increase of 11.91%. By keeping our urban tax rate the same the tax on this homestead will increase as follows: Pay 2018 Percent Proposed Change City Tax on Median Value Homestead: Median Taxable Homestead $ 249,450 11.91% Tax Capacity $ 2,347 Net Tax $ 852.37 14.07% Dollar Change $ 105.12 2017 Proposed Tax Levy Page 5 Maximum Tax Levy The preliminary tax levy adopted by the Council on September 5th can be decreased (but not increased) following the budget and tax levy public hearing in December. Thus, the preliminary levy needs to be set at the maximum amount that the Council determines is appropriate. Conclusion The tax levy (as proposed herein) provides for a balanced operating budget while maintaining our existing urban tax rate. The city can continue neighborhood street reconstruction projects while buying down our existing debt. Attachment Resolution Approving Preliminary Tax Levy Payable in 2017 RESOLUTION 2017 - RESOLUTION APPROVING PRELIMINARY TAX LEVY PAYABLE IN 2018 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, WASHINGTON COUNTY, MINNESOTA, that the following sums of money be levied for the current year, payable in 2018, upon the taxable property in the City of Hugo, and certified to Washington County for collection: Upon roll call, the following members voting NAY: Whereupon said resolution was declared passed and adopted this 5th day of September, 2017. Tom Weidt, Mayor Michele Lindau, City C Fund Certified Tax Levy General Operating 101 $ 4,785,901 Park Improvements 225 $ 90,554 Fire Relief 226 $ 14,957 Equipment Purchasing 403 $ 111,879 Mill and Overlay 404 $ 64,909 Capital Improvements 408 $ 539,657 Stormwater Improvements 605 $ 356,509 Total General Levy $ 5,964,366 Tax Abatement (CSAH 8) 321 $ 331,035 Tax Abatement (Parkland Acquisition & Improvements) 322 $ 106,230 Total Tax Abatement Levy $ 437,265 Improvements Bonds of 2009 (General Obligations) 316 $ 67,883 Improvement Bonds of 2011 (General Obligations) 317 $ 63,286 PW Facility Bonds of 2013 (General Obligations) 320 $ 56,502 Total Debt Service Levy $ 187,671 Total Certified Tax Levy $ 6,589,302 BE IT FURTHER RESOLVED that the final budget and tax levy hearing be scheduled for December 4, 2017 at 7:00 pm at City Hall, 14669 Fitzgerald Avenue North, and that the public is invited to speak at this hearing prior to adoption of the final budget and tax levy. Upon roll call, the following members voting AYE: Upon roll call, the following members voting NAY: Whereupon said resolution was declared passed and adopted this 5th day of September, 2017. Tom Weidt, Mayor Michele Lindau, City C Agenda Number G.8 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Planner SUBJECT: Elmcrest Investments, LLC. Fable Hill 5th Addition Final Plat DATE: August 30. 2017 for the City Council Meeting of September 5, 2017 REVIEW DEADLINE: September 19, 2017 1. PROPOSED MOTION: Move to approve the resolution approving the Final Plat for Fable Hill 5d` Addition. Approval of the Final Plat requires a 3/5 vote of the City Council. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of a final plat in order to plat 21 villa lots and 2 outlots on the 19 acre parcel located north of Fable Hill Road. The site is currently vacant. 3. BACKGROUND: The City Council reviewed will review an amendment to the preliminary plat and PUD for Fable Hills 4rd Addition at its August 21, 2017 meeting. The final plat will plat 21 lots from the Fable Hills 4rd Addition preliminary plat. There are no changes to the lots from the preliminary plat. The lots meet the minimum lot standards and requirements outlined in the regulations for the Fable Hills PUD. The park dedication requirement will be met by fee for a total of $50,400 ($2,400 per unit). 4. RECOMMENDATION: Staff recommends approval the resolution approving the Final Plat and Development Agreement for Fable Hill 51hh Addition. Fable Hill 51 Addition Final Plat and Development Agreement Page 2 ATTACHMENTS: a) Resolution Approving the Final Plat b) Location Map c) Engineer's Memo dated August 31, 2017 d) Draft Development Agreement e) Final Plat Graphics stamp dated August 16, 2017 fl Landscape Plan dated August 8, 2017 g) Final Plat Construction Plans stamp dated August 16, 2017 RESOLUTION 2417 - APPROVING A FINAL PLAT AND DEVLEOPMENT AGREEMENT FOR ELMCREST INVESTMENTS LLC, FOR FABLE HILLS 5th ADDITION WHEREAS, Elmcrest Investments LLC, has requested approval of a final plat for the property legally described as follows: Outlot C, Fable Hills 4th Addition WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called public hearing and recommended approval of the preliminary plat; and WHEREAS, the City Council approved the preliminary plat at its meeting on June 1, 2015 and as amended on August 21, 2017. NOW, THEREFORE, BE IT HEREBY RESOVLED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Elmcrest Investments, LLC, for a final plat, subject to the following conditions: The final plat is approved to allow the creation of 11 single family lots (villa units) and 2 outlots, in accordance with the plans and application received by the City on July, 21, 2017, August 16, 2017, and August 21, 2017, except as amended by this resolution. 2. The final plat approval is contingent upon the PUD amendment and preliminary plat approval for Fable Hill 4a' Addition. 3. Development standards shall comply with Resolution 2002-40, 2015-29, and 2017-27, as amended. 4. The development standards shall comply the PUD amendment and preliminary plat approvals granted by the City on June 1, 2015 and as amended on August 21, 2017. 5. The developer shall comply with all conditions outlined in the City Engineer's memo dated May 6, 2015, May 27, 2015, and August 31, 2017 6. The plat shall comply with the City's street naming system, except as otherwise approved by the City Council. Staff will continue to work with the applicant on the street names. 7. The plans shall be revised to combine Outlot A and Outlot B into one Outlot. The Outlot will be occupied by wetlands and will be used for future phased of the development. A drainage and utility easement shall be provided over the Outlot. S. The park dedication requirement shall be met by fee for a total of $50,400 ($2,400 per unit) Resolution 2017 - Fable Hills 5' Addition Final Plat 9. Concurrent with the grading and installation of streets and utilities: a. A 8 -foot bituminous trail shall be constructed along the east side of Fable Hill Road. 10. Accessory dwelling units are not permitted within the development. 11. Staff will continue to work with the applicant on the lighting plan. Exact locations shall be reviewed and approved by staff prior to installation. 12. The landscaping shall be consistent with the landscape plans received on May 27, 2015, and August 21, 2017. Landscaping on each lot shall be installed prior to the issuance of a Certificate of Occupancy for that lot. 13. Prior to recording the final plat: a. The applicant shall enter into a Development Agreement and pay all development fees outlined in the Exhibit C of the Development Agreement. b. The 21 lots shall be added as part of the Fable Hills Home Owners Association (HOA) in regards to maintenance of common areas. The 21 lots shall also have an HOA for the maintenance of the lawn areas and other common areas with the plat. The HOA documents shall be reviewed and approved by staff. c. The construction plans shall be revised per the Engineers memo dated August 31, 2017. d. The applicant shall continue to work with the City on the drainage from the filtration pond on Outlot A, Fable Hill 4b Addition, to the park to the east as to not cause flooding or erosion. The applicant is required to make revisions to the outlet and grading so that the discharge from the pond does not flow overland across the trails. Resolution 2017 - Fable Hills 51 Addition Final Plat ADOPTED by the City Council on September 5, 2017. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk N Fable Hills 5th Addition Site Map Final Plat WE S Ak " s pf 11 j�' _ �, �' ".•ti _ Cry Imo- .� ,�, �;� �� . -• I Site VT Y "Z� & Assosiafee. ho, Infrastructure ■ Engineering s Planning ■ Construction 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763.541-1700 August 31, 2017 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Plat Review Fable Hill 50' Addition WSB Project No. 010451-000 Dear Ms. Juba: We have reviewed the final plat submittal for the above -referenced project. In particular, we have reviewed the following plans related to this particular request: • Fable Hill 5th Addition Final Plat prepared by Westwood Professional Services. Based on the review of the final plat documents, we offer the following comments related to this application: Final Plat 1. The final plat is consistent with the preliminary plat documents, and the appropriate drainage/utility easements have been provided within the plat area itself. Drainage and Utility Easements will need to be provided over the Outlot A located within the plat. 2. Outlot A contains a storm water pond that will be dedicated to the City as part of the final plat. The storm water pond will become part of the City's storm water management system for ongoing maintenance activities. Development Agreement 1. There are a number of development fees outlined within the City's Fee Schedule that will become due as part of the final plat. The Development Fees are included within Exhibit C of the Development Agreement. Gradina, Street, and Utiiit-v Plans 1. We are working directly with the applicant's engineer to finalize the grading, street, and utility construction plans, specifications, and details. We will issue the drainage permit and K:1010495-0OOL1d,!,ID V7R-rju6u-Fabic Hi115th PP-0&31I7doe Ms. Rachel Juba August 31, 2017 Page 2 construction plan approvals once the remaining issues identified in the redline comments provided to the applicants engineer on August 30, 2017 have been addressed. We do not expect that any remaining plan changes will have a significant impact on the final plat. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. a F.� Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Steve Duff, Senior Engineering Technician (email only) Dave Hempel, Westwood (email only) K.1010495-00OL/dmi.ID-,VTR-,jvba-Fable Hill Sth FP - 083I17.d- Return To: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT Fable Hill 5th Addition THIS AGREEMENT, made and entered into this day of , 2017 by and between the CITY OF HUGO, a Minnesota municipality organized under the laws of the State of Minnesota (hereinafter referred to as "City"); and Elmcrest Investments, LLC (hereinafter referred to as "Developer"). WITNESS: Rev. 08/31/17 WHEREAS, the City Council of the City has, by Resolution Number 2015-29 on June 1, 2015, approved the Preliminary Plat for a major subdivision as proposed by the Developer to be known as "Fable Hill 4th Addition" ; and, WHEREAS, the City Council of the City has, by Resolution Number 2017-27 on August 21, 2017, approved an amendment to the Preliminary Plat for a major subdivision as proposed by the Developer to be known as "Fable Hill 4th Addition" ; and, WHEREAS, the City Council of the City has, by Resolution Number 2017- on September 5, 2017, approved the Final Plat for a major subdivision as proposed by the Developer to be known as "Fable Hill 5th Addition" ("The Plat"); and, WHEREAS, the Plat proposed a development of an approximately 14.9 acre parcel of land into twenty-one (2 1) Residential Lots (Villa Units) and two (2) outlots; and, WHEREAS, it is the policy of the City to enter into development contracts as contemplated in Minnesota Statutes §462.358, Subd. 2(a); and, WHEREAS, the parties hereto desire to set forth their respective rights and obligations of the parties to this Agreement. NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions contained herein, it is agreed by the parties hereto as follows: A. GENERAL ENGINEERING CONDITIONS; 1. Escrow for City Costs and Fees. Developer shall, contemporaneously with the execution of this Agreement, deposit with the City an escrow as outlined in Exhibit C to cover the cost of legal fees, engineering and construction observation fees, administrative expenses, and other costs related to this development. All fees and costs incurred by the City in connection with the development shall be charged against said escrow account which shall remain in effect until the expiration of the warranty period for the development in all events said fees and costs shall be the responsibility of the Developer and shall be paid on demand. Any funds remaining in the escrow account after the completion of the warranty period shall be refunded to the Developer. In the event that the escrow account herein is depleted, Developer agrees to post additional funds to replenish the account and to cover projected City costs. Specifically, Developer agrees that the escrow account shall maintain a balance of no less than $5,000.00. Developer shall be entitled, upon request, to an itemized statement of all costs and fees charged against this escrow account. Fable Hill 5th Addition Development Agreement 2 2. Development Plans. In accordance with the policies and Ordinances of the City, and subject to all City Resolutions and approvals in connection herewith, the Developer shall construct the proposed improvements hereinafter collectively called "improvements." All improvements shall be constructed and installed pursuant to the terms and conditions herein set forth in accordance with the plans approved and listed on Exhibit A, subject to all City Resolutions and approvals listed in Exhibit B, subject to final approval by the City, and in accordance with City standards and requirements including those listed herein. In addition, all public street, utility, and storm drainage improvements shall comply with the City's adopted Specification Book and the direction of City staff. 3. Authorization to Proceed with Construction. Developer agrees not to commence any grading, utility or street work within the plat until the following are completed: 1) Construction plans are approved by the City and distributed. 2) Pre -construction conference is held. 3) Notice to Proceed is issued. 4. Construction Observation. The City, for its benefit, will provide staff of its choosing to provide construction observation for the public street, utility, and storm drainage improvements outlined in this agreement. All costs associated with construction observation and inspection will be the responsibility of the Developer. The Developer shall allow to the City staff and City consultants access to the property to allow for this work to occur. 5. Miscellaneous Requirements. a) Property Corners: All property corners as identified on the plat must be monumented with iron surveyor's pipes by the Developer prior to final project acceptance of the development. b) Drainage Easements: Drainage easements shall be given so as to cover wetlands and stormwater ponding areas based upon 100 -year high water levels. C) Soils Testing: Soils inspection and compaction testing by a registered professional engineer shall be accomplished on all lots where filling is required, in accordance with the approved Grading Plan. A minimum of one (1) compaction test for all developed lots shall be obtained for every two (2) foot increment of fill that is placed. A summary of all inspections and compaction tests for all developed lots shall be provided to the City upon completion of the grading. Soil compaction tests shall be provided for respective lot prior to the issuance of a building permit for each respective lot. d) Private Utilities: All utilities, including electricity, telephone, natural gas and cable television, shall be installed underground. e) Mailboxes: Developer shall coordinate mailbox locations with the Postmaster. Fable Hill 5th Addition Development Agreement 3 f) Street Lights: Street lights shall be installed within the plat according to a street lighting plan which will first be approved by the City Engineer. Developer shall also submit its street lighting plan to the applicable power company for its review, comment and approval. The installation of the street lights shall be coordinated with the applicable power company so that the street light system is installed, constructed and operated in such a manner as will harmoniously exist with other street lights within the area. g) Working Hours: Construction activity, including equipment startup and fueling, can only occur between the hours of 7:00 a.m. and 7:00 p.m. Monday through Friday; 8:00 a.m. and 5:00 p.m. on Saturdays; at no time on Sundays or holidays. h) Street Sweeping: Developer shall sweep and/or otherwise clean all streets, as needed, within and adjacent to the Development property as a result of construction activities associated with the plat until final acceptance of the improvements. If the streets are not maintained in a manner acceptable to the City, the City will arrange for the street sweeping at Developer's cost. i) Placement of Bituminous Wear Course: The bituminous wear course can be placed on all streets once all of the following have occurred: 1. A Certificate of Occupancy has been issued for at least 75% of the lots or a cash escrow in the amount of $10,000 has been deposit with the City which will be held until 75% of the lots have received Certificates of Occupancy. At the City's discretion, the wear course may be placed prior to having 75% occupancy. If applicable, the warranty period shall be extended an additional one (1) year for a total of two (2) years from final acceptance. In no case shall the wear course be placed with less than 50% occupancy. 2. The base course on all streets has been in place for at least one full freeze -thaw cycle. 3. City staff or its assignees have visually inspected all roadways and curb within the Development, and any repairs necessary as a result of said inspection are complete and written approval issued. 6. Proiect Completion: All work for improvements listed herein on Exhibit A, including street, sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval of the City in accordance with the approved plans. All improvements shall be substantially completed to the reasonable satisfaction and approval of the City within twelve (12) months of the execution of this agreement. Substantial completion shall consist of all work with the exception of placement of the bituminous wear course and completion of the final punchlist. The Developer shall be excused from the strict completion date set forth herein if written notice is Fable Hill 5th Addition Development Agreement 0 received from the Developer of the existence of causes over which the Developer has no control which will delay the completion of the work and approved in writing by the City. In that event, the City may extend the date or dates herein specified. 7. Project Acceptance: Final project acceptance will be considered by the City Council once the following have been completed: (a) All improvements are installed according to the approved plans. (b) All punchlist items are completed. (c) All Record Drawing information has been provided to the City to its satisfaction. (d) Escrow account for City costs and fees is current in accordance with the provisions of this agreement. (e) The City receives confirmation via lien waivers that contractors or other parties have been paid for the work completed. (f) The City receives a written request from the Developer to accept the improvements. 8. Record Drawing Requirements and Enjineer's Certification. Following completion of all development activities and prior to the release of security and acceptance of improvements, the Developer and/or their assignee shall provide to the City "as -built" plans for the improvements listed on Exhibit A. This information shall be provided to the City in the following formats (a) 1 -set mylar drawings (22" x 34") for all improvements. (b) 1 -set paper drawings (22" x 34") for all improvements. (c) Individual Adobe.pdf (or approved equivalent) for all plan sheets and the Final Plat. All Record Drawings shall include the following information: (a) All Bench marks shown on plans (bench marks shall be top nut of hydrants). (b) Swing ties to all gate valves shown on plans (ties should be to manholes, catch basins, hydrants or other permanent objects. (c) Swing ties to curb stops shown on plans (ties should be to manholes, catch basins, hydrants, property corners or other permanent objects). (d) Top of casting and invert elevation for all structures. (e) All pipe sizes, material type, pipe classification, grades and lengths (f) All horizontal and vertical curve data in the appropriate location on the plans. (g) Televised report of the sanitary sewer with videotape. (h) Swing ties to any manhole or catch basin outside the roadway area. (i) A text file including the x, y and z coordinates (based on Washington Fable Hill 5th Addition Development Agreement 5 County's coordinate system) for the following: 1. All curb stops 2. All hydrants 3. All gate valves 4. All manholes located outside of the roadway 9. Construction Warranty and Financing of Improvements. The Developer agrees to construct the improvements described herein at its own expense and in accordance with City specifications. The Developer shall engage at its own expense a registered, professional civil engineer to prepare plans and specifications for the improvement projects and shall submit the same to the City for review and approval. The Developer represents and warrants that all of the improvements made as a part of this development shall be guaranteed to be properly functioning as designed for a period of not less than one (1) year following acceptance of the entire project by the City. In the case of any material or labor that is supplied and that is reasonably rejected by the City as defective or unsuitable, then the rejected materials shall be removed and replaced with approved material, and the rejected labor shall be done anew to the reasonable satisfaction and approval of the City at the sole cost and expense of the Developer. In any event, none of the warranty periods expressed herein shall begin to run until all of the improvements within the plat have been approved and accepted by the City. The developer's engineer shall certify that grading within the plat was completed in accordance with the approved grading plan before the City issues any building permits. The developer shall remain ultimately responsible for accurate grading of all lots and shall correct any deficiencies in grading that may be discovered until the certificate of occupancy is issued or the developer is released from its obligation under this agreement as outlined in paragraph 7 above. 10. Signs. The Developer shall prepare a plan for all regulatory, directional and street name signs to be within the proposal development. The plan shall be reviewed and approved by the City's Public Works Department. Upon plan approval, the City's Public Works Department shall install all public signage within the development. The installation of all private signage shall be the responsibility of the developer. All costs related to the installation of public signage shall be the responsibility of the Developer and will be deducted from the Developer's escrow account. The Developer shall post funds as outlined in Exhibit C prior to the Public Works Department beginning the installation. 11. Drainage Easements. a) Work within Easements: No improvements, landscaping, or grading, other than improvements shown on the approved plans, shall be permitted in defined drainage easements without the prior written permission of the City and any regulatory agency having jurisdiction. b) Maintenance Responsibilities: The Developer and its successors in interest, including all individual homeowners, shall be responsible for routine maintenance of all Fable Hill 5th Addition Development Agreement .] storm water management ponds, wetlands, and drainage areas within easements dedicated to the City on their property. Routine maintenance shall include litter removal, mowing and maintenance of the property adjacent to pond or wetland areas. In the case of drainage swales, routine maintenance includes the removal of obstructions from the swale as necessary to maintain proper drainage in addition to the aforementioned items. The City shall be responsible for non -routine maintenance of storm water ponds within the easements, including pond dredging, maintenance of the storm water inlet(s) and outlet(s) pipes, and erosion control at outlet and inlet locations. Such maintenance shall be completed as deemed necessary by the City. 12. Wetland Signage: Permanent signage shall be placed along wetland edges as outlined in the Cities General Specification and Standard Details Manual or approved equal by the City. 13. Lowest Floor Elevations. All minimum floor elevations shall comply with Section 90-171 of the Hugo Zoning Ordinance, the City's Comprehensive Stormwater Management Plan, or the approved Grading Plan, whichever is more restrictive. Except as may be specifically allowed under Exhibit A, no building shall be constructed on any of the lots herein unless the lowest floor elevation is at least three (3) (feet above the 100 -year flood elevation or four (4) feet above the high groundwater elevation, whichever is greater, for the subject property. Additionally, the lowest floor elevation shall be specifically referenced and designated, for each lot, on a certificate of survey, which survey shall be provided to the City before any building permits are issued for any lots within the Plat. 14. Landscaping. All disturbed areas within the plat shall be landscaped in accordance with the approved landscape plans, the City's Landscape Ordinance, and the City's Specification Book. All landscaping shall be complete, established and growing within sixty (60) days of issuance of a Certificate of Occupancy, except that, if the Certificate of Occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be complete, established and growing no later than July 1. All front yards, side yards and back yards shall be fully sodded. Except as required otherwise, back yards need only be sodded to a minimum depth of ten (10) feet directly behind the principal building with the remainder to be seeded. Lawn areas shall be established with turf consisting of a mix containing at least two-thirds improved and elite type Kentucky bluegrass varieties, or as otherwise specified on approved landscape plans. All seeded areas shall be seeded at an application rate as recommended by the supplier of the seed. All landscaped areas shall be tilled in order to loosen compacted soils and shall contain at least four (4) inches of black dirt containing no more than 35% sand. Unless specific arrangements are made and agreed to by the City, all landscaping installed within the plat shall be maintained by the developer and its successors. All areas, other than proposed street areas, disturbed by grading activities on the site shall be seeded. Seeding shall be immediate upon completion of grading activities or as directed by the City Engineer. Seeding shall be completed as follows: Fable Hill 5th Addition Development Agreement 7 a) All areas shall be restored with a minimum of four (4) inches of adequate topsoil prior to seeding. b) Upland areas shall be seeded in accordance with the grading, drainage, and landscape plans listed in Exhibit A. The rate of application shall be one hundred (100) pounds per acre. Areas seeded shall be mulched with Type 1 mulch at a rate of two (2) tons per acre. All mulch shall be disk anchored. C) Wetlands, wetland replacement areas and storm water ponding areas shall be seeded with MN/DOT Seed Mixture 25B, or as required by the permitting regulatory agency. The minimum rate of application shall be thirty (30) pounds per acre, or as recommended by the supplier. d) All seeded areas shall be maintained for the term of this Agreement. Upland areas shall be mowed as necessary or as directed by the City Engineer. e) All disturbed areas within the development shall be maintained to limit vegetation growth to less than ten (10) inches except designated natural areas or designated open spaces as shown on the approved plans. 15. Safe Rooms. The Developer shall require all builders to offer a safe room as an option to any and all potential homebuyers. All safe rooms offered and built within the City must meet or exceed FEMA requirements and standards. B. ESCROWS, CHARGES AND UTILITY OVERSIZING: Developer shall pay the escrows, fees and charges listed on Exhibit C. C. SPECIAL PLANNING REQUIREMENTS: The development shall be built and maintained in accordance with the planning requirements listed on Exhibit A hereto, and any miscellaneous requirements listed on Exhibit B hereto. D. ADMINISTRATIVE REQUIREMENTS: 1. Miscellaneous Provisions. Developer specifically understands that this subdivision approval is given subject to the following requirements: a) Expiration. The final plat documents must be submitted to the City Council within one hundred twenty (120) days of preliminary plat approval or else the preliminary plat approval shall be null and void and the final plat must be recorded with the Washington County Recorder (and the mylar "hardshells" must be fully executed) within sixty (60) days of the Council motion giving final plat approval or else said approval shall be null and void. All fees relating to this subdivision shall be paid by the Developer, including the cost of recording documents with Washington County. Fable Hill 5th Addition Development Agreement I b) Recording. The developer shall record the DA with Washington County simultaneous with the recording of the plat, and shall forward confirmation of the DA to the City prior to the issuance of building permits. All applicable conditions of plat approval must be met before any deeds are stamped for recording and prior to the recording of the final plat at the Washington County Recorder's Office. Final plat approval shall be contingent upon compliance with the grading, storm water drainage and utility plan approved and upon compliance with this Development Agreement. C) Model Homes. In the event that site grading is approved by the City prior to final plat approval and/or execution of this Agreement, posting of security and filing of final plat, the Developer shall be entitled to one building permit per housing unit type on lots that abut existing streets or roadways, subject to final approval by the City. No model homes may be constructed or utilized until at least one lift of bituminous has been installed from said model home providing access to a public street or roadway outside of the Plat. No certificate of occupancy shall be issued for any model or other home until all necessary public improvements and utilities have been installed and the utilities have been successfully tested. Prior to this, and at the time that a model home passes final inspection, a model home may only be used by Developer's staff or realtors for purposes of showing the models to potential buyers. No model home may be used until landscaping conforming to City Ordinance and Section 14 of this agreement has been installed. d) Sales Trailers. The developer may be entitled to a maximum of one temporary sales office (sales trailer) for this and all subsequent phases of the development for a period of time not to exceed nine (9) months. Upon receipt of an acceptable site plan, a sales trailer may be approved by the Community Development Director prior to the first model home being available for showing. The trailer is subject to the issuance of a building permit, shall meet all applicable building codes, shall be fully skirted, shall be suitably landscaped, shall contain sufficient parking for the size of the office, and shall have safe and suitable access to a paved, public roadway. The trailer shall be removed, and the site shall be restored within seven (7) days following the date that a model home passes final inspection. C) Deviations. No material deviations from the approved final plat shall be allowed unless approved in writing by the City. Approval herein is also given subject to full compliance with the conditions of approval and findings adopted by the Planning Commission and City Council in connection with the approval of the development. f) Certificates of Survey. A certificate of survey shall be provided to the Building Inspector for each lot at the time a building permit is requested for the lot. Attached to the certificate of survey shall be an erosion control plan for the lot showing location and type of all erosion control measures to be used on the lot, and a grading plan, tree preservation and landscaping plan shall be submitted for each home site. Fable Hill 5th Addition Development Agreement .01 g) Outhouses. The Developer shall provide on-site a sufficient number of portable outhouses to be available for the persons who will be working on-site until improvements are accepted according to the plans in Exhibit A. h) Property Owners Association. When required as a condition of approval outlined in Exhibit `B," the Developer agrees to form a property owners association, membership in which shall be mandatory for all of the lots within this Development. The property owners association shall be responsible for maintenance and repair of all common elements as listed in the property owners' association documents within this Development and the same shall be maintained in good condition in accordance with all ordinances and directions of the City. Developer agrees to provide a copy of the property owners' association documents to the City before final plat approval. In the event of failure or refusal of any property owners association to so maintain or repair then the City may, with seven days written notice and without regard to the requirements or formalities of Minn. Stat. §429 perform the work and assess each of the lots within the plat for the cost of the work. i) The City may, free of claims of cost, loss or damage by Developer, withhold any permits at any time because of sewer capacity limitations or other infrastructure limitations. j) Deed restrictions shall advise owners of all lots of the requirements of this Development Agreement as follows: THE LAND WITHIN THIS PLAT, INCLUDING THE LAND CONVEYED HEREIN, IS BOUND BY RESTRICTIONS IN A DEVELOPMENT AGREEMENT. SAID DEVELOPMENT AGREEMENT IS ON FILE AT THE OFFICE OF THE WASHINGTON COUNTY RECORDER. k) Developer acknowledges that a separate Development Agreement will be entered into at the time of final plat approval of subsequent phases. That Development Agreement will address, among other things, necessary improvements to be made, financial guarantees to be provided, and the amount of the development fees to be paid by the Developer. 1) Developer shall remove all tree waste, junk, miscellaneous debris, junk vehicles, and any other personal property from the land which does not comply with the City Zoning Ordinance until final acceptance of the improvements. E. DAMAGES AND DEFAULT: 1. Developer agrees to pay liquidated damages to the City if any lot has a real estate closing occur before all public improvements within the Plat are certified as being substantially completed by the City. Specifically, Developer agrees to immediately pay to the City liquidated damages in the amount of Ten Thousand Dollars ($10,000.00) for each lot closing which occurs in violation of this paragraph. The City shall be authorized to retain an appropriate Fable Hill 5th Addition Development Agreement 10 percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. Model Homes are exempt from this section. 2. Developer agrees to pay liquidated damages to the City, in the amount of Five Thousand Dollars ($5,000.00), if the Developer encroaches upon any City road right-of-way or utility easement not permitted on the plans without first obtaining a written permit from the City expressly authorizing said encroachment. The City shall be authorized to retain an appropriate percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. 3. Events of Default. a) Events of Default Defined. The following shall be "Events of Default" under this Agreement and the term "Event of Default" shall mean, whenever it is used in this Agreement, any one or more of the following events: 1. Subject to unavoidable delays, failure by Developers to commence and complete construction of the Public Improvements pursuant to the terms, conditions and limitations of this Agreement. 2. Failure by Developers to substantially observe or perform any material covenant, condition, obligation or agreement on their part to be observed or performed under this Agreement. b) Remedies on Default. Whenever any Event of Default occurs, the City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or otherwise by written, executed instrument of the City, may take any one or more of the following: 1. The City may suspend its performance under the Agreement until it receives assurances from Developers, deemed adequate by the City, that Developers will cure their default and continue their performance under the Agreement. Suspension of performance includes the right of the City to withhold permits including, but not limited to, building permits. 2. The City may initiate such action, including legal or administrative action, as is necessary for the City to secure performance of any provision of this agreement or recover any amounts due under this Agreement from Developers, or immediately draw on the Letter of Credit, as set forth in this Agreement. 4. Enforcement by City; Damages. The Developers acknowledge the right of Fable Hill 5th Addition Development Agreement 11 the City to enforce the terms of this Agreement against the Developers, by action for specific performance or damages, or both, or by any other legally authorized means. The Developers also acknowledge that their failure to perform any or all of their obligations under this Agreement may result in substantial damages to the City; that in the event of default by the Developers, the City may commence legal action to recover all damages, losses and expenses sustained by the City; and that such expenses may include, but are not limited to, the reasonable fees of legal counsel employed with respect to the enforcement of this Agreement. F. THIS AGREEMENT: 1. Release of Agreement. This Agreement shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under the Agreement, at the Developer's request the City will execute and deliver to the Developer a release. 2. Warranty of Title. Developer warrants and represents to the City that it is the fee owner of the land described herein and that it has authority to execute this Development Agreement and agree to the conditions hereof and to subject the land hereto. Developer also represents and warrants that the use for which this development is sought will not violate any restrictive covenants applying to the property. 3. Binding Effect. This Agreement shall be deemed to be a restrictive covenant and the terms and conditions hereof shall run with the land described herein and be binding on and inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be binding upon all future owners of all or any part of the subdivision, and shall be deemed covenants running with the land. Reference herein to the Developers, if there be more than one, shall mean each and all of them. This Agreement shall be placed of record so as to give notice hereof to subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against the escrow account. 4. Restrictions on Transfer/Indemnification. Developers agree to defend and hold the City, and its officials, employees and agents, harmless against any and all claims, demands, lawsuits, judgments, damages, penalties, costs and expenses, including reasonable attorney's fees, arising out of actions or omissions by Developers, their employees and agents, in connection with the Project. No transfer or assignment shall be made without City approval and any assignment or transfer without such approval shall be void. 5. Incorporation by Reference. All general and special conditions, plans, special provisions, proposals, specifications and contracts for the plat and for any improvements furnished and let pursuant to this Agreement shall be and hereby are made a part of this Agreement Fable Hill 5th Addition Development Agreement 12 by reference as if fully set out herein in full. 6. Developer will comply with and promptly perform all of its obligations under this agreement. 7. Evidence of Title. Developer shall furnish the City with evidence of fee ownership of the property being platted by way of an attorneys title opinion or title insurance policy dated not earlier than 30 days prior to the execution of the plat. IN WITNESS WHEREOF, the City and Developer have caused this Agreement to be duly executed on the day and year first above written. Fable Hill 5th Addition Development Agreement 13 By Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) City of Hugo By Michele Lindau, Clerk On this day of , 2017, before me, a Notary Public, personally appeared Tom Weidt, Mayor, and Michele Lindau, Clerk, of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt and Michele Lindau acknowledge said instrument to be the free act and deed of said City of Hugo. Fable Hill 5th Addition Development Agreement Notary Public 14 Developer Elmcrest Investments, LLC By Its STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) (Corporate Notary) On this day of , 2017, before me, a Notary Public, within and for said County and State, personally appeared , to me personally known, who, by me duly sworn did say that he is the of Elmcrest Investments, LLC, a Delaware limited liability company, named in the foregoing instrument, and that said instrument was signed on behalf of Elmcrest Investments, LLC and said acknowledged said instrument to be the free act and deed of said corporation. DRAFTED BY: David K. Snyder Johnson & Turner 56 East Broadway Avenue #206 Forest Lake, MN 55025 Fable Hill 5th Addition Development Agreement Notary Public 15 EXHIBIT A LIST OF DEVELOPMENT PLANS Sheet No. Plan Date Author 1 & 2 Final Plat May 26, 2015 1 Landscape Plan May 27, 2015 2 Lighting Plan May 27, 2015 1 Title Sheet July 1, 2015 2-10 Details July 1, 2015 11 Alignment Plan July 1, 2015 12 Typical Sections/Structure Schedule July 1, 2015 13 Grading Plan July 1, 2015 14 Grading Plan Details July 1, 2015 15 Utility Layout July 1, 2015 16-19 Streets and Storm Sewer July 1, 2015 20 Trail Plan July 1, 2015 21-24 Sanitary Sewer and Water Main Plan July 1, 2015 25-27 SWPPP/Pre Post Drainage July 1, 2015 28 Turf Establishment / Erosion Control July 1, 2015 29 Signing Plan July 1, 2015 30 Intersection Details July 1, 2015 Fable Hill 5th Addition Development Agreement 16 EXHIBIT B APPROVAL CONDITIONS 1. The final plat is approved to allow the creation of 11 single family lots (villa units) and 2 outlots, in accordance with the plans and application received by the City on July, 21, 2017, August 16, 2017, and August 21, 2017, except as amended by this resolution. 2. The final plat approval is contingent upon the PUD amendment and preliminary plat approval for Fable Hill 4th Addition. 3. Development standards shall comply with Resolution 2002-40, 2015-29, and 2017-27, as amended. 4. The development standards shall comply the PUD amendment and preliminary plat approvals granted by the City on June 1, 2015 and as amended on August 21, 2017. 5. The developer shall comply with all conditions outlined in the City Engineer's memo dated May 6, 2015, May 27, 2015, and August 31, 2017 6. The plat shall comply with the City's street naming system, except as otherwise approved by the City Council. Staff will continue to work with the applicant on the street names. 7. The plans shall be revised to combine Outlot A and Outlot B into one Outlot. The Outlot will be occupied by wetlands and will be used for future phased of the development. A drainage and utility easement shall be provided over the Outlot. 8. The park dedication requirement shall be met by fee for a total of $50,400 ($2,400 per unit) 9. Concurrent with the grading and installation of streets and utilities: a. A 8 -foot bituminous trail shall be constructed along the east side of Fable Hill Road. Fable Hill 5th Addition Development Agreement 17 10. Accessory dwelling units are not permitted within the development. 11. Staff will continue to work with the applicant on the lighting plan. Exact locations shall be reviewed and approved by staff prior to installation. 12. The landscaping shall be consistent with the landscape plans received on May 27, 2015, and August 21, 2017. Landscaping on each lot shall be installed prior to the issuance of a Certificate of Occupancy for that lot. 13. Prior to recording the final plat: a. The applicant shall enter into a Development Agreement and pay all development fees outlined in the Exhibit C of the Development Agreement. b. The 21 lots shall be added as part of the Fable Hills Home Owners Association (HOA) in regards to maintenance of common areas. The 21 lots shall also have an HOA for the maintenance of the lawn areas and other common areas with the plat. The HOA documents shall be reviewed and approved by staff. c. The construction plans shall be revised per the Engineers memo dated August 31, 2017. d. The applicant shall continue to work with the City on the drainage from the filtration pond on Outlot A, Fable Hill 4th Addition, to the park to the east as to not cause flooding or erosion. The applicant is required to make revisions to the outlet and grading so that the discharge from the pond does not flow overland across the trails. Fable Hill 5th Addition Development Agreement EXHIBIT C ESCROWS, FEES AND CHARGES a) Escrow for City Costs and Fees. Developer shall deposit sufficient escrow with the City as outlined in Section A. 1. The required beginning balance in the account is calculated at $26,792.00. This sum is calculated to be four percent (4%) of the estimate of the required improvements to be installed to serve the development, plus $5,000 which is the minimum balance required in the account. b) Cash Escrow or Letter of Credit. Developer shall provide a financial guarantee to the City, in the form of a cash escrow or letter of credit, in the amount equal to one hundred twenty-five percent (125%) of the estimated amount of the required improvements to be installed to serve the development. This amount has been calculated by the City's Engineer to be six hundred eighty thousand and nine hundred seventy-one dollars ($680,971.00). This amount may be reduced upon request of the Developer and approved by the City. At no point shall the Letter of Credit be reduced below 10% of the original amount. The City shall have the right to retain the financial guarantee until the improvements have been completed to the satisfaction of the City and the warranty period has expired. C) Storm Water Trunk Fee. The Developer shall pay the City a Storm Water Trunk Fee in the amount of $28,422.00. This sum is calculated to be $0.07 per square foot for the 406,015 square feet of Net Developable Area within the Plat. This fee shall be paid before the Final Plat is signed by the City. d) Storm Water Ponding Fee. The storm water ponding requirement has been met by the Developer within the plat. No storm water ponding fee will be applied. e) Snow Plowing. Developer agrees to pay a cash escrow to the City to cover the cost of snow plowing the roads within the plat, during the first snow season, before the roads are formally accepted by the City of $.50 per lineal foot. The Developer shall post a cash escrow with the City in the amount of $560.50 ($0.50 x 1,076 = $538.00) f) Sealcoatin . The Developer shall post a cash escrow with the City in the amount of $4,304.00 to cover the cost of the first sealcoating of the streets in the Plat. This sum is calculated to be $4.00 per foot for the 1,076 feet of streets within the Plat. g) Park Dedication. Developer agrees to pay a park dedication fee of Fable Hill 5th Addition Development Agreement 19 $2,400 per lot for residential development payable before the final plat is signed by the City. Said fee shall be due for each of the 21 lots within the plat (i.e. total due $50,400). h) Cul-de-sac Escrow. N/A i) Escrow for Street Signage. Developer shall deposit $500 into an escrow account with the City. This amount represents an estimated cost to install signage within the development. The final amount shall be based on actual costs. j) WCA Escrow. N/A k) Sanitary Sewer Trunk Fee. The developer shall pay the City a sanitary sewer trunk fee in the amount of $34,272.00. This sum is calculated to be $1,632 per lot for the 21 residential lots within this phase. 1) Water Trunk Fee. The development shall pay the City water trunk fee in the amount of $41,160.00. This sum is calculated to be $1,960 per lot for the 21 residential lots within this phase. m) Sanitary Sewer Oversizing. N/A n) Water OversiziM N/A Fable Hill 5th Addition Development Agreement 20 EXHIBT D IRREVOCABLE LETTER OF CREDIT No. Date: TO: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Sir or Madam: We hereby issue, for the account of , and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated , 200, of "; b) Be signed by the City Administrator; and, C) Be presented for payment at on or before 4:00 p.m. on , This Letter of Credit shall automatically renew for successive one (1) year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be of each year), the Bank delivers written notice to the Hugo City Clerk that it intends to modify the terms of, or cancel, this Letter of Credit. Written Notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail at least forty-five (45) days prior to the next annual renewal date addressed as follows: Hugo City Clerk, City of Hugo, 14669 Fitzgerald Avenue North, Hugo, Minnesota 55038, and is actually received by the City Clerk at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified or limited by reference to any document, instrument or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than Fable Hill 5th Addition Development Agreement 21 one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 400. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Fable Hill 5th Addition Development Agreement By: Its 22 EXHIBIT E CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: INSURED: ADDITIONAL INSURED: AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 City of Hugo Expiration Date: Insurance Company: COVERAGE — Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Insurance Company: () Claims Made LIMITS: [Minimum] Bodily Injury and Death: O Occurrence Fable Hill 5th Addition Development Agreement Expiration Date: 23 $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence Combination of Single Limit Policy $1,000,000 ore more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No.: Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Expiration Date: Fable Hill 5th Addition Development Agreement 24 Bodily Injury: $500,000 each person Property Damage: $500,000 each person Combined Single Limit Policy: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL THIRTY (30) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at on Fable Hill 5th Addition Development Agreement BY: Authorized Insurance Representative 25 EXHIBIT F MORTGAGE CONSENT TO DEVELOPMENT CONTRACT , hold a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agree that the Development Contract shall remain in full force and effect even if they foreclose on their mortgage. Dated this day of , 200_ STATE OF MINNESOTA ss. COUNTY OF The foregoing instrument was acknowledged before me this day of , 200_, by Fable Hill 5th Addition Development Agreement Notary Public 26 DRAFTED BY: David K. Snyder Johnson & Turner 56 East Broadway Avenue #206 Forest Lake, MN 55025 Fable Hill 5th Addition Development Agreement 27 FABLE HILL FIFTH A DDI TION XWW ALL pfjpStiWS ITY NEW RESINM That Elmcrest Investments, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Washington, State of Minnesota, to wit: Outiot C, FABLE HILL FOURTH ADDITION, according to the recorded plot there, Washington County, Minnesota Has caused the same to be surveyed and platted as FAME MU. FFN AVD71YW and does hereby donate and dedicate the public ways, as shown on this plat and also dedicate the easements as created by this plat for drainage and utility purposes only. In witness whereof said Elmcrest Investments LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of _ 20 - By Its STATE OF 190TA COUNTY OF The foregoing instrument was acknowledged before me on this day of 20 by _ of Elmcrest Investments, LLC, a Minnesota limited liability company, on behalf of the company. fswe'rrJ Notary Public, _ County, Minnesota My Commission Expires 1— na-y I hereby certify that / have surveyed and platted or directly supervised the survey and platting of the property described on this plot as FAKE iat. FFM AQOIMK- that l am a duly Licensed Land Surveyor in the State of Minnesota; that this plot is a correct representation of the boundary surrey, that all mathematical data and labels are correctly designated on the plat; that all monuments depicted an the plot have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS Section 505.01, Subd. 3 existing as of the date of this certification are shown and labeled on the pleb and that all public ways are shown and labeled on the plat. Dated this . day of 20 Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STATE OF tM1WAEWTA COUNTY OF 19 M OIN The foregoing Surveyor's Certificate was acknowledged before me on this day of 20 by Craig W. Morse, Licensed Land Surveyor, Minnesota License No. 23021. Notary Public, _ County, Minnesota My Commission Expires CFTY OF /JUN A ME51DTA This plat was approved by the City Councd of the City of Hugo, Minnesota this day of 20_ and hereby certifies compliance with all requirements as set forth in Minnesota Statutes Section 505.03 Subdivision Z. By _ Mayor By Clark COUNTY StA?ty pP Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11. this plot has been reviewed and approved this day of , 20_ By Washington County Surveyor By COUNTY Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, foxes payable in the year 20 on the land hereinbefore described have been paid Also, pursuant to Minnesota Statutes Section 272.12, there are no delinquent taxes and transfer entered an this day of _ _ 20— BY 0 By Washington County Auditor/Treasurer By Deputy COUNTY U1EL10)a7m Document Number I hereby certify that this instrument was recorded in the office Of the County Recorder for record an this day of . 20_ at o'clock M., and was duly recorded in Washington County Records. By Washington County Recorder By Deputy f C ." 16 2017 ova �7. a2( Westwood Rohnio1w unrk Sheet I of 2 sheets FA L E HILL FIFTH A D DI TION I N88*M7'W 1318!3 \ WERAND 742.33 - 9.34 65.50 41.44 27.71 \ IM08 o ---, 34.42 uruRy ! ! 1 1 I I Drainage &%° ��/c E°:tee r( 1 I I I utdiry E. --t / PERAND ! I I I -Drain & UN1Tly Eosemanl 1 r r 1 1 I I 1 the pM of FABLE NlLL FARMP h -Oras age & uraity Easernenr Per---__-__\ IWRAND I, j I Il I j I I rouRnr ,wOrnow b ` the plot of FABLE HILL FOURTH ADOIDON ' 3 VdFaAMO / ✓/ moi(( !r I� I I \�. o g! l 1 1 I I OrMAND l7 O ry// 3 1i4911 2 ,r! / H! I hl I 5 "-west A— or 0.1W C, FABLE HILL FOURTH ADDIDON r— A F7 °�°ry / =i rrh"1 . r! l I a3p y{9Y 190.99 l (( rr rl II .4(! /- 580 1 \� I WERAND I / (r l(l r r I oh l! r //// \ •_ \\ \ «i%L0/7 B N05°18'55'W 11 I q r ( 6 f1( (1 26 8.3 l� N226.551�s14° 25-J /4"'d-15°0909) L4--7SoN3, J. I N24°54'04 -E ,r I 1 ; 64 - v L=6083 SO' 1s-32.77 LI T~ /. �2 L=58, c�6p4j •� a j r °ry/ / or°;n°ge �-1� \,° �j 11 / Umity Easement � �_ l4 I ( --Oral age & ulsly Eosemenl per I °3339' _ C,3� 3o v /� 35.87 WERANO .1 11 FABLE HILL FARM FOURTH ADDIRON .L=7.8Qaq S BDg 7 Cb L=16380 0 10. \ `� hu h5 �� CB=NB8°42'32 E-� `' 80' 529 Ce °\yam / F �'I a=24 5109 <a \ so \.i@z / ) , tih ry �R=175.00 'w 3{ I IN54.35204T 191.30 9 o2• i ' r�=.15°233\ ;\ L�73'1° ~` II I aIDmlage & UtNly Ea—t pe--, <a rhe PIoI of FABLE HILL dFH AO�`75 OW 1 / /�/3/,i/./•-aaom\ \15��°Owg\ 16 A 4 \"- '�N'69/°16•`E 2'16 •\ l 55:007'J w 0unriry Emnr �rI n 8 I �� a? I $ Y mfr p \ 01 \ '1 01 1 I 13 / / A 5 J 1p moi, �IYO f e *EnANO I r� \ S y1 1 L I I I I // / /4 s �+ `r5i° � �; \ " a, \ } ro 1 1 I I / / // / ,y1° � / � `e h w\ . \o o w � r �4=3°48'06" • Ih b _� HERANO �. \ i `\ II I I 1 ! / // // 4° o^g. w\ m L=18.26 9 J y�5° -- 4ss� Fru �ahg�\sae°ari11 /`►/ / ./i /°s wi/// o`' \ % \y, 52. . e; 50 \ / //� .(y y// \ N64°2Y23'E 14.16---=� S STs° °° xFRANo` \ 5 (� 1R 88:,78 ' a�9 1 I .\ 55 // i / D `4 c �`_, \� 140--19- WMA.. /v. / / / 5o''i5 1q ' ^ p \ ° T r / �' A n n 7. T / /l A f �.?.'gs / / 8 ' 38� \$ 8°3 p I V V !\ 1 F7 -A �/ r l t % I U U l\ 1 / �J l V �� %//// Dom' '\\ �Nn y \� N%'in 'Drainage eo--%' •* rr=/rr Nifty E. --t }m / L/ I r F� A WERAND k k li 2�'o _ � ,uwlir [Q 3a 79 S89"E ( %\LOT\ A tw 149.39 T 9- 25,01 25.01 cRavD v. ' 18,W � o so 50o FABLE ROAD 043r2�'S'�cKCMY A&P B \ WETLAND Drolage & UlditJ E [Per— h A--35 \ Har ra sme lne p °e °t FABLE HOURTH AL FTOUR S&3 -5W10 -IV 161.67 Sheet 2 of 2 sheets 2&06 + 1111 I OtlrcAN OOOwiV 05 r -n AL=r 00'46W 8" ��Jo i Cv v i I f 3 n r Drainage and Utility Easements are shown thus. I I I I \ 50 0 50 100 150 \ -5 Scale in feet — The west line of Outlot C FABLE HILL I II FOURTH ADD177ON is assumed to bear I I Scale: 1 Inch = 50 Feet S 00°0746 W. L--- O Denotes 1/2 inch by 14 inch iron rebar set -----J-----J ------ and marked by License No. 23021 • Denotes found copped iron monument, I I (Nat to Scale) Westwood Westwood marked as shO1M Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 15 feet in width and Professional SeMCNS, Inc. adjoining right-of-way lines as shown on the plat Sheet 2 of 2 sheets o ZU17 Westwood Protessional �,,ervlces, Inc. Planting Notes 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811,COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL 2 ACTUAL LOCATION OF PLANT MATERIAL IS SUB.ECT TO FIELD AND SITE CONDITIONS. - 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. - \ r ? 4,.,t g ` 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BIO ND/OR QUOTE i ( 40 .,� , ` . { !1 f 111 I I 1 BY THE LANDSCAPE CONTRACTOR. �\ -� ��'_ _ !l U If I p 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF N 9 i '&r ►ry �\ - \ f , , ' .;1� I / 1 I I t`` THE LANDSCAPE ARCHITECTS OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL c (� SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE. MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS - \ I NOTLIMITED ANTS SHALL E BE FREE NFROM DISEASE, PESTS, WOUNDS, SCARS, ETC, 5 \\ ALL_ _ HOLES. OR DEFORMITIES _ , J P E R RANCHES 94h r I ' � %,/1 I /r_�` \ ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. 'o...,' CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. l' 7 _- _ 7 - PLATS TO MEET AMERICANSTANDARD FOR NURSERY STOCK (ANSI Z60-1-2014 OR MOST CURRENT VERSION) REQUIREMENTS I / FORSIZE AND TYPE SPECIFIED. , r ���-� 8. PLANTS TO BE INSTALLED AS PER MNLA & N51 STANDARD PLANTING PRACTICES. .- r s \ • ' • , 4 ti. -' % -`� - " e ' % /[/{ _ _ 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS m:- - ..�- - - 1_.i/nJ \ _ I ` EEL F n :, jl j I--_� �\ t ... g?�. I TEMPORARY ONLY. 1 NECE , SSNY - m — } 1 `-. \,vX� _. ,,• 1 _ __ _ _:- ,pa ,� ,�• _ � \ \.. � 10 PRIOR TO PLANTING, FIELD 7 EtD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE E TOP OF E BALLED 8 BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. :! 1 11. REMOVE POT ON POTTED PLANTS: SPLIT AND BREAK APART PEAT POTS. \:� 1 1K I \, m ,� �_ - ~ - ► - 7 yT _ \ IED 1 2 PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING D PROPOSED TREES. f- ►— -f=f �} /, ory 13. WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. F_ - -T - - �---•' - _ - ' • .li •' :--- - -'1 �� � �, ^. � _ - �� N � . 74. STAKING OF TREES OPTIONAL; REPOSHION, PLUMB AND STARE IF NOT PLUMB AFTER ONE YEAR. . = - : , j , I / '\ �/ if n 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE �? r - , _ ,. - 6 V ( -/ / 4j - ► l �( m: CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 942 h - / I / � 9 [ j I I '�� 16. BACKFILL SOL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) AND TO G o BE EXISTING TOP SOL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARD WEEDS i_ _ ,a _ SS SPECIFIED OTHERWISE. MINIMUM 4' DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12' DEPTH TOPSOIL FOR -1 - `• 1 \\ �,. 1 I j w / 5� _ - _� J 1 TREE, SHRUBS, AND PERENNIALS. _2 /Y � 'O' k -_ I'; _ - ✓ j _ i •^'`fes j - 17. THREE INCHES OF SHREDDED HARDWOOD DARK MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS. 1 --, 18. INDIVIDUAL TREE BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE I ► _- I _ I`y - i r 1 J j 4 OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA OR WN m `► ) / :_. .,F�%F_I y � // r 4 , - I I AN DISTURBED BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. f \ 10 rn _ 9 D HARDY ED AREAS TO BE SODDED OR SEEDED, UNLESS .. ,. -., _y • - J 2 PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE IRR GATION DESIGN/BUILD BY LANDSCAPE � ( I O. A I SYSTEM TO BE DES CONTRACTOR. LANDSCAPE CONTRACTOR 70 PROVIDE SHOP DRAWINGS TI LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO 11 �: INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WMTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALLINFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR_ 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABI [SHED OR ' / i ✓ Ff \ I I IRRIGATION SYSTEM IS OPERATIONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22 REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REWIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE "d TE '` DISTURBED DURING CONSTRUCTION. /�7' .4 { ti �'>-ffY��>� V� 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 9 _ ' — — Planting Detail. r6 _ PRUNE CUT MISDIRECTED _f1RANCNES / ` 1 _... . - PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING (OPTIONAL), 2 / / 9 V FOR ONE DECIDUOUS I AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX) OR TO FIRST BRANCH NOTES 1. OVERSTORY TREES SHOWN ON PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY, SUBJECT TO FIELD AND SITE CONDITIONS STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS. 2. TREES INSTALLED IN FRONT OF INDIVIDUAL LOTS SHALL 13E PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA 1b-+6, m61,— aV,Ia Apq.Jregasoss i.�. LWASM AIL�iT v1r a..JJ. d 1k lrY.3M� ' PMM I95ZJ 93TSf58 Tfi89 Avgram arira Fm (852199]-5822 Eden Prairie, MN 55946 rl °"'��"`^-�' �i� TMfia 1888)9314158 __._..... .. _........ ..___.__._._.. __.. .... ........._._..:...._._._.___......._._.-......_........ .,NaNeaA�9m. TVTaaI.. ris�.Lre�� Y11IMt rlllaaE FYO4fbW SdMed; tree D � 08/ u tJes Na 53774 TOTAL SINGLE FAMILY LANDSCAPING PROVIDED: 74 TREES. DECIDUOUS OVERSTORYSTREETTREES: 45 TREES • DECIDUOUS OVERSTORY YARD TREES 29 TREES NOTES: • SINGLE FAMILY LOTS TO HAVE A MINIMUM OF 2 DECIDUOUS OVERSTORY TREES PER LOT. DEPENDING ON STREET FRONTAGE, THE REQUIREMENT WILL BE MET WITH EITHER 2 STREET TREES OR i STREET TREE & 1 YARD TREE PER LOT. YARD TREES TO BE SELECTED FROM APPROVED CITY TREE PLANTING LIST. • ALL DISTURBED AREAS TO BE SODDED. BOULEVARDS MAY BE SEEDED WITH BLANKET DEPENDING ON TIME OF INSTALLATION. A_kb�Pau Pkepaxed f0E Elmcrest Investments, LLC RE!!s._._._............ ....... ......... N7ll SSWT.9�YfiyHro,,w Lake R—d H lrml dry Ws _ VBdww eLght; NIIInmft 55U0 '"f""6 s, tc• BOTTOM OF STAKE 3' (MIN.) 13ELOW GROUND. STAKING POSTS TO BE 2"X2' STAINED WOOD OR WIDE STRAP. s _ x PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EOIUIDISTNT AROUND AND OUTSIDE ROOT BALL SECURE OR DUNE UPWARD TO FIRST s• 1 .~ TREE TO POSTS WITH 16' LONG PLACE MULCH. DEPTH AS SPECIFIED. v r OVER PLANT PITS - DO NOT PILE UTAML TiH AGAINST TRUNK. j FORM 3" DEEP WATERING ASIR BACKFILL PLANT PIT WITH SPECIFIED _- BACKFILL SOIL SCARIFY SIDES AND BOTTOM OF HOLE REFER TO AMERICAN STANDARDFOR _ NURSERY STOCK FOR MINIMUM BALL — - •� SIZE. ROOT FLARE TO BE PLANTED j Final Plant Schedule 5E1 ROOT BALL ON UNDISTURBED 0' 60' 120' 180' SUBSOIL OR COMPACTED SOIL MOUND Legend Single Family Landscape Requirements CODE QTY. COMMON/BOTANICAL NAME S17E SPACING O.C. MATURE SIZE Twin City Area 651-454-0002 PLANTING - MILY RREWIRN 74 TREES ._ ....... ... ..... .. ...._.........fie....... _...._., .... ..... 15Autumn Blaze Na Acer z freeman?'Jeffelsred' -� _ 'Frontyurd' __ __.... 15� BB __------- _______._.__._...._._.____._...._._.....___.......... AS SHOWN ............. H 50'-60' W 40' Ot4N0't85 D®CIDUOD5 OVM,MMY S_r Ips [!F�N�L Y LOT OPOSED SINGLE FAMILY LOTS) FYL 8 Frontyard Linden / Ilio ameriwno 'Princeton' 25' BB AS SHOWN H 60-70' W 30'-40' Final Landscape Plan MIN PRE 22 Princeton Elm Ulmus americano _TITI__.____ 25" BB AS SHOWN -- _ H 60' W 40'_ __ T)�tT'� DENOTO 119 Single Family Landscape Provisions NOTE: QUANTITIES ON PLAN SUPERSEDE UST QUANTITIES IN THE EVENT OF A DISCREPANCY. OV>�YYARD� �CX� NOTES 1. OVERSTORY TREES SHOWN ON PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY, SUBJECT TO FIELD AND SITE CONDITIONS STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS. 2. TREES INSTALLED IN FRONT OF INDIVIDUAL LOTS SHALL 13E PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA 1b-+6, m61,— aV,Ia Apq.Jregasoss i.�. LWASM AIL�iT v1r a..JJ. d 1k lrY.3M� ' PMM I95ZJ 93TSf58 Tfi89 Avgram arira Fm (852199]-5822 Eden Prairie, MN 55946 rl °"'��"`^-�' �i� TMfia 1888)9314158 __._..... .. _........ ..___.__._._.. __.. .... ........._._..:...._._._.___......._._.-......_........ .,NaNeaA�9m. TVTaaI.. ris�.Lre�� Y11IMt rlllaaE FYO4fbW SdMed; tree D � 08/ u tJes Na 53774 TOTAL SINGLE FAMILY LANDSCAPING PROVIDED: 74 TREES. DECIDUOUS OVERSTORYSTREETTREES: 45 TREES • DECIDUOUS OVERSTORY YARD TREES 29 TREES NOTES: • SINGLE FAMILY LOTS TO HAVE A MINIMUM OF 2 DECIDUOUS OVERSTORY TREES PER LOT. DEPENDING ON STREET FRONTAGE, THE REQUIREMENT WILL BE MET WITH EITHER 2 STREET TREES OR i STREET TREE & 1 YARD TREE PER LOT. YARD TREES TO BE SELECTED FROM APPROVED CITY TREE PLANTING LIST. • ALL DISTURBED AREAS TO BE SODDED. BOULEVARDS MAY BE SEEDED WITH BLANKET DEPENDING ON TIME OF INSTALLATION. A_kb�Pau Pkepaxed f0E Elmcrest Investments, LLC RE!!s._._._............ ....... ......... N7ll SSWT.9�YfiyHro,,w Lake R—d H lrml dry Ws _ VBdww eLght; NIIInmft 55U0 '"f""6 s, tc• BOTTOM OF STAKE 3' (MIN.) 13ELOW GROUND. STAKING POSTS TO BE 2"X2' STAINED WOOD OR WIDE STRAP. s _ x PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EOIUIDISTNT AROUND AND OUTSIDE ROOT BALL SECURE OR DUNE UPWARD TO FIRST s• 1 .~ TREE TO POSTS WITH 16' LONG PLACE MULCH. DEPTH AS SPECIFIED. POLYPROPYLENE OR POLYETHYLENE, 40 MIL, 1-5' WIDE STRAP. TREE WRAP MATERIAL FROM OR DUNE UPWARD TO FIRST BRANCHES. AS REQUIRED. PLACE MULCH. DEPTH AS SPECIFIED. v r OVER PLANT PITS - DO NOT PILE UTAML TiH AGAINST TRUNK. j FORM 3" DEEP WATERING ASIR BACKFILL PLANT PIT WITH SPECIFIED _- BACKFILL SOIL SCARIFY SIDES AND BOTTOM OF HOLE REFER TO AMERICAN STANDARDFOR _ NURSERY STOCK FOR MINIMUM BALL — - •� SIZE. ROOT FLARE TO BE PLANTED j AT OR NEAR FINISHED GROUNDUNE 5E1 ROOT BALL ON UNDISTURBED 0' 60' 120' 180' SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLNE WITH FINISHED SITE Call 48 Hours before digging: GRADE N.T.S. GOPHER STATE ONE CALL DECIDUOUS TREE �'� Twin City Area 651-454-0002 PLANTING tA28 Mn. Toll Free 1-800-252-11696 .�— 0010423PLFOi.d.9 Dh` °8121"' S>eet: ' OF 1 Fable Hill 4th Addition Final Landscape Plan MIN o 2017 Westwood Professional Services, Inc. for ucti Grading, Drainage rosion Control Sanitary &Storm Sewer, Water Main, for Fable Hill Fifth Addition Hugo, MN Prepared for: El crest Investments, LLC 3500 Willow Lake Road Vadnais Heights, Minnesota 55110 Contact: Len Pratt Phone: 651-429-8032 Prepared by: Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Project number: 0010423.00 Contact: John Bender, PE Plan, Streets Sheet List Table Sheet Number Sheet Title 1 Cover 2 Grading, Drainage and Erosion Control Plan 3 Grading Details 4 Grading Details 5 Street Profiles 6 Overall Street and Utility Plan 7 Sanitary & Water Main Construction Plan 8 Street & Storm Sewer Construction Plan 9 Details 10 IDetails Vicinity Map y o DATE REVISION SHEETS 1 08/16/17 CITY COMMENTS 4i r R��fi e Ao = SITE F N Ag�EIMM DATE REVISION SHEETS 1 08/16/17 CITY COMMENTS 4i r R��fi e Ao (Not to Scale) NO. DATE REVISION SHEETS 1 08/16/17 CITY COMMENTS 1,2,4-8 Construction Plans for Grading, Drainage & Erosion Control Plan, Sanitary & Storm Sewer, Water Main, Streets for Fable Hill Fifth Addition Hugo, MN Date: 07/20/17 Sheet: 1 of 10 0010423CVF01.d o2017-Westwood Professional Services, Inc. � � C> � J Call 48 Hours before digging: ER ION CONTROL BLANK T 940. - GOPHER STATE ONE CALL ON A SLOPES 3 TO 1 OR O Mn.n Toll yArea Free 1 6 00-252-1166 4000 GREAT (TYP.) s34 _ _ ` o J r X X x X - - - - -7 - - - - - - X X XLX o WTL 11 0 1 �� \ f / 7 I / N N Po _ N LO 930 40 I / 9 W x 20' DRAINAGE o c� `�- /... 9 4�I E EM _ - /938 g Ap ��� & TL 2 2 IL / x ` 4210 I co F\ s �� / SF S jF 932 \ \\ g22 \ x WTL 4 I � - r-- olk 9 7 2 24\ S � V O p� � / � � p��p WTL 3 � 93 3 9`3g � _ / 0\ o\ I ? I \ I34. / _ x PROPOSED FILTRATION BASIN20' D AINAGE 9G 3 BOTTOM: 918.00SEMENT 926 LOR 922.50 / \ <oo,°` OUTLET: 211.30 °° N M / \ F 9 9� ( DRAINTILE:917.00 H.P. ► l00 AL o - _ �� WO rn 933 28 A N 2YR HWL:918.86 d co - o 1OYR HWL:920.15 / �' ♦r' / 2 °' o CO 932 930 `� \ 100YR H WL: 921.50 ,9¢0 AA �� \ 9 40. c� A \ \ 942.1 - _ _ WTL 1 0 ° O R► �w \ : o�ti x E.0 \ 38.8 ♦ 21 WO 9� 9� � opo 10 / / \ \ ? 6A9 1.3� as � \ o� � U) \ x / 944 \ \ - ♦�� �, , 2 \ 2 \ ^�` I �G do 0)3? . F. / / O �p6 \ 46 9 \ SOG I 934. / \ M` co 2 / / I I 2 °', / 1 RIP RAP - - = 94 8 2 \ \ / O •s '� � / I G 2�_ I 4 �/ 9 °' \ �O• O N � VERFLOW 934.0 -/ 3 ��� �� �' ,°�� W �/ I °' I O „rn \ 9\ III 942 \ \ \ 1. 0 R I 3 / ��/ 8 �. � � - 942 � \ � g34• I ____ I' / 38 �� i I I I 0 0o I °' J \ \ I / J - �� G I EROSION CONT L BLANKET c� .=. � / � -'"` _ 4 �- - ' \ �\ I � � 9�3 c 940.33 - I I 01 94 .34 I EXISTING LOWSPOT o 4[P�71 \3• 5 10BOTTOML::938..00 2/•0 /•c \_ gag W I I I I I EX 916.28 PRO P OSED 9% EOF: 940.20 G - �TRAIL WOR K 2YR HWL: 938.78 o 30 o �O EX 915.5610YR HWL: 939.18 ,PROP 15.50 0YR HW93985 WTL 10 / � \\ \ °' 94 F \. g38 \I -� j I I I rn \ EX. 0' WIDE INSTAL 0 ROLL'` \ I G I F Q I \\ DIRT MULCH T AIL VT m AL E Pl T SILT FENCE 9 (TYP.) EXISTING POND �' ( / �� �' \ �i \ \ AIN 1 I I ANTED SHRUBS W/EDGI G BOTTOM: 924.00 � \/ / G \ \ � � \ EAN Y I I \ EOF:938.50 I ISTIN I I EX P 915 ` � �• \ LG \ DIM I I PROP 915.50 `� \\ \ OUTLET. 936.00 �� g� \ o I I I I 2YR G HWL:925.85 \ � • p � PROPOSED \ p� -X-x \ / 940 WTL 8 10YR HWL: 927.13 �� p \� ��� G0 \ \ I `l I ACCESS I / EX 914.20 g ` ` \ 100YR HWL:929.72 l ROUTE / PR 915.50 � Q •�� / rn \35 1 �- - - I o ISTIN 18 F % Q / 9 1.05 / r-- -20' DRAINAGE Q � '/ -- t / 1 � � � \ � � � /-4 915.50 EASEMEN PR \ \ c �\ ,9 0 \ L4 -n p 9 EX 918.11 J `\ °AL 0) G \ E.O.F. STUB I C TRAIL WORK 935.9 STUB E - 9 I EX 920.72AL _ - - 34.5I l 936 5 ROCK CO C N00 = / ENTRAN E TY .) I / ,- SF 9 6 EXISTING ITU OUS €SLS T� 21 fiP �/ I TRAIL L STUB @ fZ14�� ) \ 0 �- 938 / 93$ h I I INLET P CION (T1�P.) / o STUB 1E 936. &2' / \ `�-�� ^ IL J,o I I /} / ST-2 / ST-4 EX. 12" FES O ETA IE=936.04 ,' / / // rn g00 LEGEND: DENOTES SOIL BORING vo0. DENOTES EXISTING CONTOURS x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED E.C. BLANKET 0' 50' 100' 150' DENOTES SILT FENCE DENOTES PROPOSED CONTOURS 66.30 DENOTES PROPOSED SPOT ELEVATION DENOTES HEAVY DUTY SILT FENCE >u- DENOTES EXISTING STORM SEWER E.0 .F DENOTES EMERGENCY OVERFLOW ELEVATION o���o DENOTES BIO ROLL 0010423GDF01.dwg y DENOTES INLET PROTECTION DENOTES PROPOSED STORM SEWER DENOTES EXISTING WETLAND ��-_ -- AT CATCH BASINS i, DENOTES WETLAND POINTS Fable HillDate: 07/20/17 Sheet: 2 OF 10 I hereby certify that this plan was prepared by me or under my Revisions: Prepared for.F��t� Westwood Grading, direct supervision and that I am a duly licensed PROFESSIONAL Damned; Jg$ ENGIIVEER under the laws of the State of Minnesota. 08/16/17 - City Comments Elmcrest Investments LLC Drainage an Phone (952) 937-5150 7699 Anagram Drive Checked- JHB Fax (952) 937-5822 Eden Prairie, MN 55344�4 mow' SFB Addition Erosion Control Toll Free (888) 937-5150 westwoodps.com john Bender, PEI tc 35M Willow Lake Road Westwood Professional Services, Inc. Date 08/16//17 Liaenn No. 43358 Rewrd `""'� ��� Vadnais Heights, Minnesota 55110 Hugo, MN Plan ID 2017 Westwood Professional Services, Inc. CATEGORY STAPLE 4 OF LENGTH SPACING FOR STAPLES > > 1 0 0 t- 0 BLANKET LOT PROFILEJAI` SLOPE RATIO STAPLES/YARD ol A) Installation 00 5" 2: 1 (H: V)> 1.2 STAPLES \ 12" 0 5" 2:1 - 1:1 1.7 STAPLESBUR WIRE FENCING POST 1 SET POSTS AND 2 STAPLE THE WIRE EXCAVATE A MESH FENCING TO 1 4" 2 SUBMIT PLAN TO CITY OF HUGO PRIOR TO INSTALLATION 3 6" 6"X 6"TRENCH EACH POST 4 611 TAMP DIRT 5 5"o ' OVER MAT/ OF SIGNS, MATERIAL AND WORDS MAY CHANGE WE�TL�ND 5" �� R . ° \\BLANKET 7 5" TRENCH UPSLOPE ALONG THE 6"X 6" LINE OF THE POSTS R DEFLECtOR PIAM Bt�FF�R MONUMENT 1=11111=1111- 1111=11111=1111= =11111=1111_ =1111=11111=011111 OVERFLOW Ol -CENTER OF FILLER ASSEMBLY OVER Ow ©- roP OF cuR6 BOx 11111=11111=11111=IIIIL=--11111 1111==- ,1111111111111L=-11111 111_ '--�Ma,r CONSISTS OF A POST ANDA WETLAND BUFFER SIGN -11111_11 =11711-_ =11111 11111 2 e 10" F7LRR ASSEMBLY < x N MYWI G WETLAND BUFFER SIGNS FILTER FABRIC ATTACH THE FILTER BACKFILL THE TRENCH FABRIC TO THE 4 AND COMPACT THE MOUNTED FLUSH WITH THE TOP OF THE POST 1 I1 I WIRE FENCING AND EXCAVATED SOIL CURB ALLOWED FASTENED WITH 3/8" DRIVE RIVETS AND NYLON WASHERS I1 III 10/RS�'tij/ THE TRENCH SIZE: 12" H x 8" W ALUMINUM SHALL BE 5052-H38 y J��PC� PO .1 1 BACKFILL ED \ \1L OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 Pip �O . b FOTF//Vz eYP,y R93 NFFR _ p11111111111110T11�11111�11 IIIIIIIII�IIIIp-11101- pIp1T11111111i1g111�p IIpI11111111�111111= -1011-1111 ILII_ -11111_ II ILII- 2" TYPE 41A WEARING COURSE POST MATERIALS o� � �� °. ��� =1111 IIIA =1111 1111 6' CIlSS 5 AGGREGATE BASE OR CLASS 7 MEERNG CUSS 5 SPECIFICATIONS 2" X 2" X 8' POST � Yo' o o o CG -13 HIGH -FL POST INSTALLATION. 11 k oo A,, o 0o � BOTTOM OF DRAINAGE WAY I I o.%.: p •o. B HIGH-FLOW FABRIC MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE o'�.,/g ,�, SET AT LEAST 42 INCHES IN THE GROUND 2" WASHED COARSE INSTALLED PER APPROVED PLAN. .LA AGGREGATE ELEVATION: POINTS "A" SHOULD BE HIGHER THAN POINT "B" T- B) Maintenance Material: rn d1. 6"MIN.DEPTH FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER 1. The Road Drain -Curb & Gutter model consists of a reusable, open topped receptacle that N AFTER EACH RAINFALL AND AT LEAST DAILY DURING EACH STORM EVENT. THEY MUST BE REMOVED WHEN sets inside the strom sewer grate. An incorporation rear deflector plate is connected X N PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. DEPOSITS REACH APPROXIMATELY 1l3 THE HEIGHT OF THE BARRIER. to the receptacle directing the water into the basin for filtration. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER INEFFECTIVE PRIOR TO THE END OF THE EXPECTED THE SILT FENCE OR FILTER BARRIER IS NO LONGER 2. The Road Drain -Curb & Gutter model has a replaceable filter cartridge. NOTES. 1. CRUSHED CONCRETE NOT ALLOWED. USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, REQUIRED SHALL BE DRESSED TO CONFORM WITH THE THE FABRIC SHALL BE REPLACED PROMPTLY. EXISTING GRADE, PREPARED AND SEEDED. 3. The Filter media Shall meet all local specifications for inlet protection. 2. LENGTH AND WIDTH SUBJECT TO CHANGE BY ENGINEER Maintenance: 3. FABRIC REQUIRED UNDER ROCK FOR DRIVEWAYS LARGER THAN 24 FEET, HEAVY TRAFFIC, OR AS 5, WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED AROUND WATER BODIES, STEEP SLOPES. AND HIGHLY 1. Check Filter media after each rain event. Clean or replace if sediment clogs filter. DIRECTED BY THE ENGINEER. ERODIBLE SOILS, 2. Remove Sediment and debris from the receptacle after each rain event. PLATE N0. HU -SIG -2 PLATE NO. Hu-Ec-1 PLATE NO. Hu-Ec-2 PLATE N0. HU -TR -1 PLATE NO. HU -EC -4 WETLAND BUFFER PLACEMENT AND TYPICAL TRAIL Curb utter REVISION DATE : REVISION DATE : REVISION DATE : REVISIONWIM DATE : REVISION DATE HUGO MARKER HUGO ROCK CONSTRUCTION HUGO CONSTRUCTION OF A HUGO SECTION HUGO Inlet Protection ENTRANCE SILT FENCE (Model CG23) CATEGORY STAPLE 4 OF LENGTH SPACING FOR STAPLES > > 1 0 0 t- 0 BLANKET LOT PROFILEJAI` SLOPE RATIO STAPLES/YARD ol DIRECTION OF FLOW 00 5" 2: 1 (H: V)> 1.2 STAPLES \ 12" 0 5" 2:1 - 1:1 1.7 STAPLESBUR 1 4" 2 4" 3 6" 4 611 TAMP DIRT 5 5"o ' OVER MAT/ 6 5" �� R . ° \\BLANKET 7 5" MIN. 4" - OVERLAP GENERAL \� STAPLE �\ PATTERN 'F��4E PgO�E TER SOURCE OF W P TYPICAL SLOPE j\� i �\" SOIL STABILIZATION ����j\��� NO -WOVEN GEOTEXTILE ISOMETRIC VIEW FILTER FABRIC UNDER NOTE: TYPICAL TREATMENT WET SLOPE LINING 1. MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE. 2. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS. 3. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. 4. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. 5. DO NOT STRETCH. TEMPORARY EROSION BLANKETS LAST REVISED: 03/03/08 TURF REINFORCEMENT MATS FOR SLOPES GD21 7' (MIN. (VARIES z z z z > > > > 1 0 0 t- 0 g LOT PROFILEJAI` ol DIRECTION OF FLOW STREET PROFILE DIRECTION OF ON STREET HOUSE PAD DEPTH VARIES R.O. W VARIES 25' 3' VARIES -SEE PLAN (12' MIN.) VARIESF1' FINISHED GRADE AFTER HOUSE FINISHED GRADE FOR PAD Mqk. 0.67' GARAGE FLOOR EL. Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, 111 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 10' HOLD DOWN LIMITS ------- - - - - -- - - - - - - - - - - - - - - - - - - ------ ----- ------ _ 1.00' TO SUBGRADE �`� --- �- i-- 0.5' TOPSOIL i� ENGINEERED FILL i� ENGINEERED FILL f� ENGINEERED FILL T V10 1 SUITABLE BEARING SOIL (TYP.) Slab -On -Grade (SOG) SUITABLE BEARING SOIL (TYP.) N.T.S. LOT BENCHING DETAIL NO SCALE Q ROADWAY 15' -1 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. john Bender, PE/ Dates 08/16//17 Ltows Na 43358 Reviskm 08/16/17 - City Comments RM wed: jHB Drawn: SFB Record Drawing by/date: Prepared for: Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 R.O. W 7' MIN. 3VARIES 25' 3' VARIES -SEE PLAN 12' MIN. VARIES 1' (VARIES) Q FINISHED GRADE AFTER HOUSE CD FINISHED GRADE FOR PAD EL. OF GROUND AT WALKOUT 8.0' (FRONT LOAD) OR 7.33' 10' (SIDE LOAD) BELOW GARAGE HOLD DOWN 0.5' TOPSOIL SLAB UNLESS OTHERWISE GARAGE FLOOR EL. LIMITS NOTED- --- - - -- - - 15' 3.00 TO SUBGRADE �\ - - - - -- LN-1 N-1 0.5' TOPSOIL N/ 0.67' BASEM FLOOR �' BASE `� s� ENGINEERED FILL X --- EERED FILL -- 1 � i N ' SEE PLP ��� MATCH PROPOSED GROUND AT WALKOUT ELEVATION ENGIN SUITABLE BEARING SOIL (TYP.) ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) Walk -Out cwo� N.T.S. 7' MIN (VARIES 3' 0.67' I IJ - T - 1 MPX --------/� 15, 0.5' TOPSOIL ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) 7' (MIN (VARIES 3' HOUSE PAD (DEPTH VARIES EL. OF GROUND AT WALKOU- 5.0' (FRONT LOAD) OR 4.33' (SIDE LOAD) BELOW GARAGE SLAB UNLESS OTHERWISE NOTED ------------ BASEMENT FLOOR VARIES R.O. W 25' 3' VARIES -SEE PLAN (12' MIN.) VARIES 1' Q� FINISHED GRADE AFTER HOUSE m FINISHED GRADE FOR PAD R (� ROADWAY q ROADWAY 15' I 10' GARAGE FLOOR EL. HOLD DOWN LIMITS - -------- 3.00' TO SUBGRADE ��� 0.5' TOPSOIL �`� � / \ ENGINEERED FILL ,f� ENGINEERED FILL 1 �' � SUITABLE BEARING SOIL (TYP.) Look -Out (LO) N.T.S. 25' R.O. W 3' VARIES -SEE PLAN (12' MIN.) VARIES 1' Y FINISHED GRADE AFTER HOUSE U Q m N FINISHED GRADE FOR PAD Q ROADWAY 15' 1 Mqk. 10' 0.67' GARAGE FLOOR EL. HOLD DOWN \�� �--------7----- LIMITS ------------------- - - ----_ --_ ---- ------ -------- 3.00' TO SUBGRADE -- i BASEMENT FLOOR 0.5' TOPSOIL ENGINEERED FILL ENGINEERED FILL �� � f� ENGINEERED FILL rSUITABLE BEARING SOIL (TYP.) Rambler iR) SUITABLE BEARING SOIL (TYP.) N.T.S. Elmicrest Investments, LLC 3500 Willow Lake Road Vadnais Heights, Minnesota 55110 iaDie nu Fifth Addition 0010423DTF02.dwg Date: 07/20/17 sheet: 3 of 10 Grading Details 2017 Westwood Professional Services, Inc. Side -Load Villa Lot (No Scale) 0 --Ln ___ N LO = GRADED FOR 4.33' DIFFERENCE FROM <D FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = GRADED FOR 7.33' DIFFERENCE FROM DRAINAGE &`L �\ FINISH GROUND ELEVATION AT REAR OF PAD UTILITY EASEMENT � TO FRONT GARAGE SLAB ELEVATION. �,�� , � � WID — SETBACK LINE C WALKOUT FINISHED GRADE ELEVATION 9A� R =RAMBLER R = LOOKOUT LOT NUMBER �, su' SOG = SLAB ON GRADE MINIMUM BASEMENT FLOOR ELEVATION FRONT GARAGE SLAB ELEVATION — — � (1) =DENOTES ADDITIONAL STEPS IN GARAGE SIDE LOADED GARAGE , DRIVEWAY STREET Front -Load Villa Lot (No Scale) STREET DRAINAGE & UTILITY EASEMENT SETBACK LINE NISHED GRADE ELEVATION T DIMENSION T NUMBER NIMUM BASEMENT OOR ELEVATION =RONT GARAGE SLAB ELEVATION FRONT LOADED GARAGE ZIVEWAY LO = GRADED FOR 4.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = GRADED FOR 7.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = WALKOUT LO = LOOKOUT R = RAMBLER SOG = SLAB ON GRADE (1) = DENOTES ADDITIONAL STEPS IN GARAGE Typical SF Lot (No Scale) DRAINAGE & UTILITY EASEMENT SETBACK LINE LOT DIMESNION LOT NUMBER MINIMUM BASEMENT FLOOR ELEVATION FRONT GARAGE SLAB ELEVATION TES GARAGE LOCATION \5TK.Ejff T DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = GRADED FOR 8.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = WALKOUT LO = LOOKOUT R = RAMBLER SOG = SLAB ON GRADE (1) = DENOTES ADDITIONAL STEPS IN GARAGE EROSION CONTROL NOTES: ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. GENERAL GRADING & DRAINAGE NOTES: ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD—VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. R/W R/W R/W 50' 50' CL ROAD CL ROAD 22' (STA. 15+87 TO 29+32) 28' (STA. 15+87 TO 29+32) TRANSITION 22'-25 (STA. 29+32 TO 31+31) TRANSITION 28'-25' (STA. 29+32 TO 31+31) 25' (STA. 30+30 TO 30+67) 25' (STA. 30+30 TO 30+67) 22' 28' 7' (STA. 15+87 TO 29+32) 13' (STA. 15+87 TO 29+32) TRANSITION 7'-10' (STA. 29+32 TRANSITION 13'-10' (STA. 29+32 TO 31+31) TO 31+31) 7' 10' (STA. 30+30 TO 30+67) 15' 15' 10' (STA. 30+30 TO 30+67) 15' 1 15' 1' 4' 8' DWY VARIES 8% MAX. TURF VARIES 15% MAX. 6" TOPSOIL AND SEED R/W 10' MODIFIED S CONCRETE CURB AND GUTTER BIT TRAIL DWY VARIES 8% MAX. PER CITY DETAIL TURF VARIES 15% MAX. 2% SLOPE 2% SLOPE 2.0% SLOE (WITH TRAIL) (WITHOUT TRAIL) �- N BIT. TRAIL (STATION 15+87 TO 26+48) NO TRAIL (26+48 TO 30+67) FABLE ROAD NORTH TYPICAL STREET SECTION 25' 15' 50' CL ROAD 15' 25' 10' MODIFIED S CONCRETE CURB AND GUTTER DWY VARIES 8% MAX. DWY VARIES 8% MAX. PER CITY DETAIL TURF VARIES 15% MAX. TURF VARIES 15% MAX. (WITHOUT TRAIL) 2% SLOPE 2% SLOPE 6" TOPSOIL AND SEED Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. STREET 2 TYPICAL STREET SECTION I hereby certify that this plan was prepared by me or under my I Revisionm direct supervision and that I am a duly licensed PROFESSIONAL F.N(W-4 t under the laws of the State of Minnesota. 08/16/17 — City Comments John Bender, PE Dates 08/16//17 Liaenae No. 43358 YL DWY VARIES 8% MAX. TURF VARIES 15% MAX. 6" TOPSOIL AND SEED MODIFIED S CONCRETE CURB AND GUTTER PER CITY DETAIL 2% SLOPE 2% SLOPE °I° STREET 1 TYPICAL STREET SECTION 1 1/2" BIT. WEARING COURSE MNDOT SPEC 2360, TYPE SP 9.5 WEAR COURSE (3.B)(SPNWEA340B) TACK COAT, MnDOT 2357 2 1/2" BITUMINOUS BASE COURSE MNDOT SPEC. 2360, SP12.5 NON WEAR COURSE (3.B)(SPNWB330B) 12" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24" MNDOT 2211 CLASS AGGREGATE SUB—BASE (100% CRUSHED). Shall be Select Granular. GEOTEXTILE FABRIC, FOR CLAY SUBSOILS — MIRAFI 50OX TYPICAL PAVEMENT NO SCALE P*Ped; W Checked: JFIB Drawn: SFB Record Drawing by date: Prepared for: 13' 1' - 4' 8' BIT TRAIL 2.0% SLOPE R/W SEDIMENT CONTROL DEVICES ON STORM STRUCTURES (TYP.) TEMPORAR) CONSTRUCT ENTRANCE SILT FENCE OR C PERIMETER CONTROL JLLJIIVI LIV I VVIV II\VL ALONG BACK SIDE OF DEVICES ON STORM CURB LINE OR EXISTING SOD. STRUCTURES (TYP.) -FENCE OR OTHER IMETER CONTROL AROUND PERTY LINE WHERE THERE 'OSITIVE SLOPE TO OFFSITE DRAINAGE ARROW (TYP.) YARD TO HAVE 0.5' OF TOPSOIL UPON COMPLETION OF HOME CONSTRUCTION TYPICAL STREET CURB AND GUTTER TYPICAL STREET CENTERLINE TYPICAL EROSION CONTROL FOR SINGLE FAMILY HOME CONSTRUCTION SEDIMENT CONTROL DEVICES ON STORM STRUCTURES (TYP.) TEMPORAR) CONSTRUCT ENTRANCE `)R OTHER DNTROL AROUND JE WHERE THERE LOPE TO OFFSITE TYPICAL STREET CURB AND GUTTER YARD TO HAVE 0.5' OF TOPSOIL UPON COMPLETION OF HOME CONSTRUCTION SEDIMENT CONTROL )EVICES ON STORM STRUCTURES (TYP.) SILT FENCE OR OTHER TYPICAL STREET PERIMETER CONTROL SEDIMENT CONTROL CENTERLINE ALONG BACK SIDE OF DEVICES ON STORM CURB LINE OR EXISTING SOD. STRUCTURES (TYP.) TYPICAL EROSION CONTROL FOR SINGLE FAMILY HOME CONSTRUCTION (CORNER LOT) BIT. WEARING COURSE )OT SPEC 2360, TYPE SP WEAR COURSE (3.B)(SPNWEA340B) CLASS 5 AGGREGATE BASE )% CRUSHED) .,vi� PACTED SUBGRADE BITUMINOUS TRAIL NO SCALE Elmcrest Investments, LLC 3500 Willow Lake Road Vadnais Heights, Minnesota 55110 ianle nil Fifth Addition Huco. MN Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0010423DTF02.dwg Date: 07/20/17 sheet: 4 of 10 Grading Details o 2017 Westwood Professional Services, Inc. Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. �, vv vvv vv OA \ \\ \ 3 \\ \\ O \ \ 930.1 \ \\ WYE=0+84 1 / \\ WYE=0+39 \ 6.4' RISER 30.8 9WYE=0+83 \ 6.6 RISER \ \ \\ // l\ \ \\ ` ` \ 6.8 RISER \\ \ \ \ I I 929.1 // // v \ WYE=0+78 \ \ \ \ O \ \ 7.0' RISER \ \ \ \ \ \ 1 4" PVC SANITA 'Y WYE=0+24 / / \ \ \ WYE=0+27 I 6.0' RISER \ 6.3 RISER 1 HDPE S RVICE J _ _ _ _ SERVICE (TYP) w/CURB STOP\ tYP.) - I I \ \ \ - MH - HYD w/AUX VALVE \ \ MH 1 I\ 8LF-6" DIP / // WYE=1+10 ,/�/� /� \ ►'► \\ \ \ 3 1 1 \ \,, -- \ 8"x6" TEE ��' Fq \ / 5.9' RISER g 1 \ O GR \ \ EL=940.7 A j 20 ► - \�/ // < O930.3 1 \ MHS 6 • �9 yvlH_ 3 927.8 / i AQ \ \ \ WYE=0+94 •/ , �\ 8„_22 1 20 f ° f� ,•� �� WYE=0+43 / �� /> V\A\ I 1 \ 6.1 RISER / BEND -22 1/20 BEN ✓ 5.4 RISER I PR VIDE INSULATION 1 / i �'- 11 1/40 BEND' 930.0 BET EEN W. M. & C. B./ \22 1/20 BEND _ I ) /' �� / /� WYE=1+51 1. \ WYE -0+34 I 5.2 RISER / ) 6.5' RISER I I / °oma , 2 I WYE=0+79 �/ / MH -7 ► a �� 930.0 V I 929.0 \ - �/ ► 3 \ \ \W\Y�E\ \ =0+73III I I G I II I1 6.3 RISER / / r C\SWYE= WY=0+32 7.0, RISERWYE=0+88 4.5' RISER 6.2' 6.2' RISER HYD � 5.7' RISER/ "/11 1 4° BEND i 8LF-6 DI 8"-1'1 4° r08"x6" T E 928.0 UB -1D EL=93 .6 QRN / 8" SAN PLUG MH -8 .� // BEND WYE =0+56 < R 5.5' RISE� \ / 927.0 "► -Tl�� I /\ 11 / / / / ^ EMOVE PLUG AND CONNECT / 25 4 ` \ I WYE=1+41 i i TO EXISTING SANITARY SEWER / 41 WYE=0+23 5.1' RISER / GATE CONNECT 4" PVC SANITA( SERVICE 4.5 RISER i VALVE \ 1" CORP FOR \ � �� �� f� \ \\ \ \ I I I // I / //// g TO EXISTING SANI�SEWER / AIR g��_11 1/4° BEND .���\ I I° / / i % 9260 REMO PLUG AND CONNECT8 DIP�LEED LUG & 22 1 2 BEND - U / / O / � �, _ _/ � \ EXISTING WATERMAIN / WYE=0+83 _ / i 4.9' RISER / / - - z WYE=0+37 \ WYE=1+03 / / �i 10 4.4' RISER 5.3' RISER ro 950 FABLE ROAD NORTH 950 M&I ]Rll N15�J 930 925 830'- 8" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER MH -6 MH -5 EDDENOTES N_ ft� RE IE = 940.34 (W) = 920.98 RE = 939.98 MH -4 IE (E) = 920.88 IE IE (W) = 920.49 (SE) = 920.39 RE IE = 938.99 (NW) = 920.02 D=19.5 A D=19.6 IE (SE) = 919.92 ----T7, O O 920 D=19.1 108' - 8" SDR 26 ® 925 of U)U) Of W Of N Qf N STUB -9 EDDENOTES N_ ft� Of N E E LOCATED ON MAINLINE FROM IE (SE) = 922.33 to IfiN 4 FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN I-) ALL DROP MANHOLES TO BE CONSTRUCTED 4 O O O O 920 65' - 8" PVC SDR 26 ® 0.40% MH -8 108' - 8" SDR 26 ® PVC 0.40% 116' - SDR 26 '8 -PVC ® 0.40% SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP RE = 940.21 SANITARY SEWER AND WATER SERVICES SHALL MH -7 SANITARY SEWER SERVICES SHALL BE SCHEDULE IE (NW) = 922.07 CORPORATION STOP SHALL BE THREADED INTO RE = 938.86 1" HDPE WATER SERVICE SHALL BE MIN SDR 7 IE (E) = 921.97 SHALL BE DUCTILE IRON IE (W) = 921.54 POLY WRAPPED D=18.2 WITH AN AIR BLEED SYSTEM (INCIDENTAL) IE (E) = 921.44 915 D=17.4 24 23 22 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender, PE/ Date 08/16//17 License No. 43358 Revisions. 08/16/17 - City Comments MH -3 RE = 938.02 IE (NW) = 919.55 IE (SE) = 919.45 D=18.6 MH -2 RE = 936.77 IE (NW) = 918.97 IE (S) = 918.87 D=17.9 Ld W W Of Of Of Of Of N U) N W W W W of if O Fh Of N N_ V) (n W W Ch i f 00(0 Ln (r IrtY (h IC; W co co O rn I-1 i[') C14tri LOtri tri tri 97'-8"PVC 94'-8»PVC SDR 26 ®0.40% SDR 26 ®0.40% 93 - 8" PVC 121' - 8' PVC ------ SDR 26 ® 0.40% SDR 26 ® 0.40% 108' - 8» PVC ----------J STUB -1 SDR 35 ® 0.407. IE = 918.44 IE = 918.44 21 20 19 18 17 16 Checked: im Drawn: SFB Record Drawing by/date: Prepared for: Elmcrest Investments, LLC 3500 Willow Lake Road Vadnais Heights, Minnesota 55110 OT&I Olaf] 016161 • 925 r• • 915 iaDie nil Fifth Addition Huco. MN THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' 0010423UTF01.dwg Date: 07/20/17 Sheet: 7 OF 10 Sanitary & Water Main Construction Plan Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: EDDENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+Xfl DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" HDPE WATER SERVICE SHALL BE MIN SDR 7 ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM (INCIDENTAL) iaDie nil Fifth Addition Huco. MN THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' 0010423UTF01.dwg Date: 07/20/17 Sheet: 7 OF 10 Sanitary & Water Main Construction Plan o 2017 Westwood Professional Services, Inc. \ \ \ \ \\ \ \ \\ I II // //100 // // \� •�� \\\ I / / J STMH-522- \\ \\ \\ \\ \\\'STMH-53 < CBMH-51 - `�� ADJUf MH CASTING \\ 8'� ITUMINOUS TRAI\ (TYP.) J �� 7g� \ \ URMOUNTABLE C {CRETE CURB & a GUTTER (TYP ) S DETAIL SHEET 10 x x x x I \ x I FILT ATION BASIN MEDIA INSTALLATION SHALL 3E DELAYED UNTIL SUCH TIME AS _j \ \ - - - - ` . / / T E MAJORITY OF THE PERMANENT \ z \ \ \ 41 I I I 8� n�lQ0 / T RFING HAS BEEN ESTABLISHED IN Q \ \ STMH-54 I, CB -6 470 / / CONTRIBUTING DRAINAGE AREA , o T CBMH-50 ADJUST G.V (TYP.) ONNECT TO E XISTING STORM SEWER J MATCH EXISTING ROA& TRAIL AT STATION _1 +89.99 I \ RIP RAP OVERFLOW I I \ \ \ \ 4" CLEAN UT (TYP.) \ \ I I r0INV 4" PERFORATEC\\DRAIN TILE \\ II II I I // // // \��\ \ CLEAN OUT OC -101 /> .\ \\\\\ (TYP.) (SE DETAIL I I \ J CBMH55 10 MH - II \ i END STREETI TRAIL CONSTRUCTION / �I �- - _ - �, \'------------ J I I I I AT STATION 24+05/ PRESERVE COURT FES 1 0 J I 15 RC A ON w/TRASH GUTA�D FES -65 I < u J i ------------- 11 2.9 Y CLASS 3 RIP R P PRO I VIP A LED ON 1.4 Y GRANULAR FI TR ( E DETAIL SHE T 19) / 2-� O / J FES- 4 PRO V 5" HEAD , / \ �\ \ \ y \ \ �� / `�'y� 157 C APRO w/TRASH GU D 2.9 CY1 CLASS 3 RIP AP INSTALL'ED/ON 1.4 CY1 GRANULAR FI TER (SEE DETAIL SHEET 9) O� X 000 co O) t-- 00 r-JLO �N 0-) 0) M 0) L.P. ELEV _tI' fid- �d 0-) 0) 0� 0) 0-) 0) O� X 000 co O) t-- 00 ro M ro M 0-) 0) M 0) L.P. ELEV = 938.81 L.P. STA = 22+62.04 PVI STA = 22+77.83 PVI ELEV = 938.36 A. D. = 4.01% K = 24.95 100.00' VC H.P. ELEV = 940.50 FABLE ROAD NORTH 21+00.00 PVI ELEV = 940.80 A.D. _ -2.41% K = M 100.00' VC O 00 (0 It N O 00 (p 't N O IE (NW) = 932.14 �p r7 Ul r-) N N r r N IE (SE) = 931.60 cN W �O) �O 00'0 00O c0' O) _0O) 0,00 00 � � Q0' (6 (-0'(6 Ln L6 r7 r7 r� - ro � ro I• ro M ro M _t M M r7 M r1 M rO M ro M ro M CY)(3) CY)0) CY) (3) 0)0) MO) 0)0) cy)0) 0)0) 0_)O) CY)0) 0_)O) CY)0) 0_)O) H.P. ELEV = 940.50 H.P. STA = 20+93.11 PVI STA = 21+00.00 PVI ELEV = 940.80 A.D. _ -2.41% K = 41.48 100.00' VC too 100' - 15" RCP CL 5 ®0.65% 98' - 15" RCP 0 OR 00 to 00 - 15» RCP CL 5 ® 0.65% 199'�, RE = IE (E) + M N 0 + O) N 0) N M Cy) N II II N IE (NW) = 932.14 II � II D=7.1 D=6.7 IE (SE) = 931.60 U W a_ W > W > J SKIMMER STRUCTURE 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. REVISED: 07/20/17 a_ w 7% STUB -57 - IE (SE) =935.0362' _ 15" RCP 82' - 15" RCP CL 5 ® 0.33% CL 5 ® 0.50% 138' - 15" RCP STMH-56 CL 5 ® 0.65% RE = 940.06 CBMH-55 IE (E) = 934.82 RE = 938.38 IE (NW) = 934.82 IE (W) = 934.41 D=5.2 IE (S) = 934 32 25 24 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. IE (E) = 934.32 D=4.1 CB -63 RE = 938.38 IE (N) = 934.57 CBMH-55 D=3.8SEE ABOVE 25' - 15" RCP CL 5 ® 1.007 23 22 0 O 0 04 + O -.t0 N O II II > J CL w CB -62 RE = 937.87 IE (E) = 933.95 D=3.9 26'- 15" CBMH-51 CL 5 CSD 0.987 SEE BELOW EXISTING GROUND (TYP.) / / \ I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender, PE/ Dabs 08/16//17 License No. 43358 21 20 19 18 Reviaiom 08/16/17 - City Comments RM Checked: JIiB Drawn: OB Record Drawing by/date: 0) 0 LO 0) Uj 00 � rn C/L GRADE (TYP.) J PROPOSED N w C/L SUBGRADE (TYP.) 58, CL 5 ® 2.CP EX CBMH-50 2 RCP RE = 935.70 IE (NW) = 929.41 IE (S) = 927.76 D=7.9 17 16 Profile A 920 920 PROPOSED GRADE (TYP.) 915 FES -65 915 IE = 913.90 30'-15» FES -64 HDPE IE = 913.50 ® 1.339; 910 910 EXISTING GROUND (TYP.) 905 905 0 1 Prepared for: Elmicrest Investments, LLC 3500 Willow Lake Road Vadnais Heights, Minnesota 55110 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERLINE ELEVATION 9P AT INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOM THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM A 100' - 15" RCP CL 5 ®0.65% 98' - 15" RCP 83t STMH-54 CL 5 ® 0.64% - 15» RCP CL 5 ® 0.65% 199'�, RE = IE (E) 940.19 = 933.42 STMH-53 RE = 939.83 STMH-52 - 15 RCP CBMH-51 CL 5 ® 1.107 IE (W) = 933.42 IE (SE) = 932.77 IE (S 938.84 E E) = 932.14 RE = 937.85 D=6.8 11 1 IS= III -III -I 11=III-1==II 11=I 11=I I I II II II�II�II�II�IHII�II II ' = I-III-III-III-ll=l 1=ITI= SII TII TIIII III TII. TII�IIIIIIIIIIII IE (W) = 932.77 IE (NW) = 932.14 IE (W) = 933.69 IE (NW) = 931.60 E=915.9 \-6" D=7.1 D=6.7 IE (SE) = 931.60 NOTE: D=6.2 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender, PE/ Dabs 08/16//17 License No. 43358 21 20 19 18 Reviaiom 08/16/17 - City Comments RM Checked: JIiB Drawn: OB Record Drawing by/date: 0) 0 LO 0) Uj 00 � rn C/L GRADE (TYP.) J PROPOSED N w C/L SUBGRADE (TYP.) 58, CL 5 ® 2.CP EX CBMH-50 2 RCP RE = 935.70 IE (NW) = 929.41 IE (S) = 927.76 D=7.9 17 16 Profile A 920 920 PROPOSED GRADE (TYP.) 915 FES -65 915 IE = 913.90 30'-15» FES -64 HDPE IE = 913.50 ® 1.339; 910 910 EXISTING GROUND (TYP.) 905 905 0 1 Prepared for: Elmicrest Investments, LLC 3500 Willow Lake Road Vadnais Heights, Minnesota 55110 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERLINE ELEVATION 9P AT INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOM THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM A iaDie nu Fifth Addition 0' 50' 100' 150' 0010423STF01.dwg Date: 07/20/17 Sheet: 8 OF 10 Street & Storm Sewer Construction Plan ELI R-4342 CASTING RE=921.70 II�II�II II 1=III=III-III � -ISI-ISI=I�I�II w III=III=III=III=11 � -ISI=ISI=I�I�- a ll-III-1Tl- I III �IIIIIIII III IIIII III=III=III=III-III •-III=III=I 11- =III > 48"IIIIIIITIIIII III SII III �II�IIIIIIII�I=1�II�II�I� "' I�IITII�II�II:III IIIIIIIIIIIII��III��III�III III IIII..........II�III�III�IIIII �III�I III�I1I�II�I��II�II�II FES 1=III=III=III=III=III=III=III=III I�-I��TI�T�TI=IT�TIz1�� III=IIS=ITI=III=IIS=III--III -100 • -IIS=11�-II��TI�TI�TI� I E= 915.7 -I I-I-III-I-III=J1-I I1=1 -I I TiTili�Ti1lli-lll-III�II�II IIS-III-ITI-I 1=I 1=I 1=I 11 1 IS= III -III -I 11=III-1==II 11=I 11=I I I II II II�II�II�II�IHII�II II ' = I-III-III-III-ll=l 1=ITI= SII TII TIIII III TII. TII�IIIIIIIIIIII 48'-15" RCP PIPE (0 0.42% I�IIIII- =III=III�TI��II=III�II�II=III=III�II- E=915.9 \-6" MONOLITHICALLY POURED DRAINTILE 915.9 CONCRETE OR PRECAST NOTE: 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT. OCS_101 SKIMMER STRUCTURE 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. REVISED: 07/20/17 iaDie nu Fifth Addition 0' 50' 100' 150' 0010423STF01.dwg Date: 07/20/17 Sheet: 8 OF 10 Street & Storm Sewer Construction Plan 2017 Westwood Professional Services, Inc. rt APPROVED BACKFILL MATERAIL 1 1 1 2' MIN. 4' MAX AS DIRECTED BY THE ENGINEER PIPE J 3/4" TO 1-10100% CRUSHED FOUNDATION MATERIAL OR APPROVED GRANULAR MATERIAL, WRAP WITH GEOTEXTILE FABRIC, ORIENT LENGTH OF ROLL PERPENDICULAR TO PIPE AND OVERLAP SIDES AND END 3 FEET EXISTING GROUND LINE (VAR. DEPTH TO TOP OF PIPE) / J 1 SPRING SUITABLE ONSITE GRANULAR MATERIAL GEOTEXTILE FABRIC BACKFILL AS DIRECTED BY THE ENGINEER CITY OF=Special Details T� TYPICAL TRENCH FOR 04-01-15 lU UNSTABLE FOUNDATION MISC-1 EST. 1906 01-20-17 tll I UMINOUS 8' WIDE x 4" THICK GRASSY AREA r 4.1-4 1 5'-VDEPTH 6„ 8' W IDE x 4" THICK UNDERGROUND UTILIN PIPE NOTES: 1. 0.063" THICK ALUMINUM SIGN. WHITE LETTERS ON GREEN HIGH INTENSITY PRISMATIC REFLECTORIZED BACKGROUND. 2. 2" x 2" TELSPAR POST, MINIMUM 3 FEET BURY DEPTH AND MINIMUM 3 FEE ABOVE EXISTING GROUND. i CITY OF Special Details T� T� STRUCTURE MARKER °"` �04-01-15 ,vl SIGNS HU -SIG -1 EST. 1906 01-20-17 , NOTE: UNDERGROUND UTILITY PIPE CROSSING Vffx4" THICK CENTERED OVER PIPE RAND PPROVED „CITY OF Special Details INSULATION DETAIL HU -SS -5 m9m,A°w m: a1 -2o-17 28" R 2"R -i6 fib" R TOP OF BITUMINOUS MAT d 27 " DIA. NEENAH R-1642 FRAME 45* BEND O LL AS APPROVED BY THE AND TYPE B SELF SEALING \ 7" �• 1.9 1.4 LID WITH 2 CONCEALED BASE - U EXTERNAL PICK HOLES. LID SHALL BE 3.0 MODIFIED'S' DESIGN 18" CHIMNEY SEAL LABELED "STORM SEWER" EPTH FOR B618 CURB & GUTTER 3.8 INFI-SHEILD (AS SPECIFIED) 2.9 1.5 OR APPROVED POLYETHYLENE(PE) I I I I I I I I 2" DEPRESSION TDIES111 5.9 WWDOT 3733, TYPE V) EQUIVALENT ADJUSTING RINGS 10' LENGTH #4 EPDXY COATED "s. CURB PLAN & GUTTER (TYP) STEEL REINFORCEMENT BARS MIN 4" -MAX 12". 8.5 12.0 17.0 12.0 4'-0" STANDARD OFFSET 3.4 1.7 FLOW CONE SECTION 16.3 23.0 16.3 8.9 (STEPS NOT SHOWN No UTILITY PIPE 16 15.0 INTENTIONALLY) 30.0 21.3 11.6 6.0 ECCENTRIC 18 19.0 27.0 REDUCERS TO BE 14.6 7.6 3.8 USED FOR 60" 23.5 33.3 47.0 33.3 & 72" BARRELS NOTE: UNDERGROUND UTILITY PIPE CROSSING Vffx4" THICK CENTERED OVER PIPE RAND PPROVED „CITY OF Special Details INSULATION DETAIL HU -SS -5 m9m,A°w m: a1 -2o-17 28" R 2"R -i6 fib" R TOP OF BITUMINOUS MAT d 1/2" 45* BEND O LL AS APPROVED BY THE 4 \ 7" �• 1.9 1.4 p BASE - U 17 i/2" 10 1/2" 28" 3.0 MODIFIED'S' DESIGN 18" STANDARD FRAME AND BOX F- 5'-0" (TYP.) �{ FOR B618 CURB & GUTTER 3.8 5.3 (AS SPECIFIED) 2.9 1.5 r I I I I I I I I 2" DEPRESSION TDIES111 5.9 WWDOT 3733, TYPE V) 11.8 8.4 10' LENGTH #4 EPDXY COATED "s. CURB PLAN & GUTTER (TYP) STEEL REINFORCEMENT BARS 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 FLOW Special Details SURMOUNTABLE CURB & 04 peri GUTTER AT CATCH BASIN Hu-STR-2 E8T 1908 ag. �oi-20-17 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 16" w B" GROUTING BETWEEN > PIPE AND MANHOLE 8" BARREL SHALL BE 4'-0" WITH NON -SHRINKING CEMENT. 48"-7T' 48"-72.. VOIDS FILLED USE R-2 TYPE WITH CONCRETE n CONFINED O-RING BRICK OR BLOCK ONLY. GASKET JOINTS .A GROUT ..A GROUT FOR ALL w MANHOLE JOINTS '". •; > DIRECTION `"Y FFL Wy - ol O O •; t ,:1 1/2 D.A. OF PIPE _ DIRECTION 6"PRECAST OR OF FLOW B" POURED BASE NO SCALE NOTES: 1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND SHALL BE LOCATED ON THE DOWN STREAM SIDE OF THE MANHOLE 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM 3. MANHOLE COVER SHALL BE CAST WITH THE WORDS "STORM SEWER" 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT „CITY OF Special Details T� T� STANDARD MANHOLE FOR °" oa-ol-ls STORM DRAIN HU -STM -1 mam,A°w � 01-20-17 2" RAIN CAP (TLARC 200) 9" STREET I.D. 3/8" DRIVE RIVETS WITH NYLON WASHERS TLXDR (3878-05 SPACER 1/2" x 2" PVC WITH #34 - 2" CHERRY MATE RIVET POST 2"x2"x12' 7" LOGO (20D12 -12 - QP) 2" ABOVE GROUND l pT E Coun! Line 4700 Y Rd' EXISTING GROUND O O 9"STREET I.D. 3"ADDRESS NUMBERS ° ° POST 6" o INTO ANCHOR 0 0 o o 0 0 o 0 5/16" CORNER BOLT o 0 WITH NYLON LOCK NUT STABILIZER o 0 (TLCB 516M) 2 -ill" X2 -1/Z' 0 0 ®5/16" CORNER BOLT 00(TLCB 516M) 5/16" NYLON LOCK NUT ANCHOR 2-1/4" x 2-1/4" x 4' (20F72 - 04 - PG) OF Special Details J V STREET I.D. SIGN DETAIL HU -SI( EBT. 1906 mom. 01-20-17 NOTES: 1. EXTERNAL SEAL SHALL BE ATTACHED TO THE FRAME AND CONCRETE TOP SLAB 31" 24" 3/1/2" EACH CATCH BASIN STRUCTURE AT THE 45* BEND O LL AS APPROVED BY THE 4 O A, 1.9 1.4 p ENGINEER. - U P.E. PIPE DRAIN CONNECTION TO MANHOLE OR CB 3.0 K 18" 1.0 0 A 3.8 5.3 (AS SPECIFIED) 2.9 1.5 GEOTEXTILE FABRIC 10 5.9 WWDOT 3733, TYPE V) 11.8 8.4 4.6 2.6 1.2 12 T PLAN CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB 12 FLOW LINE SHALL BE MIN. BOX NEENAH NO. R -3067V 0.7' BELOW TOP OF CURB WITH VANE GRATE. INSTALL GATOR WRAP EXTERNAL MANHOLE CHIMNEY 6„ SEAL OR APPROVED EQUAL. EXTERNAL SEAL SHALL BE gxs POLYEHNLENE (PE) ADJUSTING RINGS INSTALLED ACCORDING TO g:-,xy,� 24" is MIN" -MAX 12" MANUFACTURE'S t a;# RECOMMENDATIONS. SHIMMING 2' ADJUSTING RINGS WILL NOT BE ALLOWED. 5" X' x; GROUT "3. 24" SUMP s' X: VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY ` '�""�'" 6" PRECAST OR 8" POURED BASE SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS @ 8^ O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED 5.. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE 001, Special CITY OF Special Details STANDARD CATCH BASIN "` oa-al-ls 1WG0WITH 2' SUMP HU -STM -3 mam,A°w � 01-20-17 4" PERFORATED P.E. PIPE (SEE DETAIL BELOW) PROVIDE 4ONCATIE AT EACH Y/\%T%\Y\Y r//��,._ \ %/" J\`• \ `\`J/\ //////`� OVER FACE BACK OF CURB BUILDING LOCATION FOR SUMP PUMP EACH AREA \�� OVER FACE CONNECTION &4 4" PVC TO PROPERTY IS 1/2 OF OF BOLTS 4 x 4" TEE (TO BE PAID FOR LINE (4" PVC PIPE TO BE PAID BY THE TABU TED AREA '�.- AS 4" PERFORATED P.E. PIPE LINEAL FOOT) I PLUG OR CONNECTTO \ \" ?% EXISTING SUMP PUMP PLUG OR CAP OUTLET, PLUGGED CROSS WYE PVC PIPE) BURY 6" LONG x #4 REBAR VARIES I FOR LOCATING PURPOSED LI (INCIDENTAL) \ . Al PROPERTY LINE \�j�\\i\ \\ A2 \� BEND PLUGGEEDD CROSS / PLUGGED TEE~ I CB MANHOLE OR CB 1.0. PROVIDE FOR 6" OPENING IN BACK OF TEE, WYE, PLUG OR CAP 3/1/2" EACH CATCH BASIN STRUCTURE AT THE 45* BEND O LL CENTER OF STRUCTURE DOWN 2.38' 4 O A, 1.9 1.4 p 36" 43 - U P.E. PIPE DRAIN CONNECTION TO MANHOLE OR CB 3.0 K 18" 1.0 0 TURF ESTABLISHMENT AGGREGATE BASE 3.8 T PLAN CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB 12 FLOW LINE SHALL BE MIN. BOX NEENAH NO. R -3067V 0.7' BELOW TOP OF CURB WITH VANE GRATE. INSTALL GATOR WRAP EXTERNAL MANHOLE CHIMNEY 6„ SEAL OR APPROVED EQUAL. EXTERNAL SEAL SHALL BE gxs POLYEHNLENE (PE) ADJUSTING RINGS INSTALLED ACCORDING TO g:-,xy,� 24" is MIN" -MAX 12" MANUFACTURE'S t a;# RECOMMENDATIONS. SHIMMING 2' ADJUSTING RINGS WILL NOT BE ALLOWED. 5" X' x; GROUT "3. 24" SUMP s' X: VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY ` '�""�'" 6" PRECAST OR 8" POURED BASE SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS @ 8^ O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED 5.. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE 001, Special CITY OF Special Details STANDARD CATCH BASIN "` oa-al-ls 1WG0WITH 2' SUMP HU -STM -3 mam,A°w � 01-20-17 4" PERFORATED P.E. PIPE (SEE DETAIL BELOW) PROVIDE 4ONCATIE AT EACH Y/\%T%\Y\Y r//��,._ \ %/" J\`• \ `\`J/\ //////`� OVER FACE BACK OF CURB BUILDING LOCATION FOR SUMP PUMP EACH AREA \�� OVER FACE CONNECTION &4 4" PVC TO PROPERTY IS 1/2 OF OF BOLTS 4 x 4" TEE (TO BE PAID FOR LINE (4" PVC PIPE TO BE PAID BY THE TABU TED AREA '�.- AS 4" PERFORATED P.E. PIPE LINEAL FOOT) I PLUG OR CONNECTTO \ \" ?% EXISTING SUMP PUMP PLUG OR CAP OUTLET, PLUGGED CROSS WYE PVC PIPE) BURY 6" LONG x #4 REBAR VARIES I FOR LOCATING PURPOSED LI (INCIDENTAL) \ . Al PROPERTY LINE \�j�\\i\ \\ A2 \� BEND PLUGGEEDD CROSS / PLUGGED TEE~ I CB MANHOLE OR CB 1.0. PROVIDE FOR 6" OPENING IN BACK OF TEE, WYE, PLUG OR CAP 90° BEND, PLUGGED CROSS EACH CATCH BASIN STRUCTURE AT THE 45* BEND 22-1/2° BEND CENTER OF STRUCTURE DOWN 2.38' 4 1.0 FROM TOP CASTING TO INVERT. 1.9 1.4 1.0 (INCIDENTAL TO STRUCTURE) - 6 P.E. PIPE DRAIN CONNECTION TO MANHOLE OR CB 3.0 4.3 3.0 NO SCALE 1.0 - TURF ESTABLISHMENT AGGREGATE BASE 3.8 5.3 (AS SPECIFIED) 2.9 1.5 GEOTEXTILE FABRIC 10 5.9 WWDOT 3733, TYPE V) 11.8 8.4 4.6 NOMINAL FITTING SIZE, INCHES TEE, WYE, PLUG OR CAP 90° BEND, PLUGGED CROSS TEE PLUGGED ON RUN A7 A2 45* BEND 22-1/2° BEND 11-1/4° BEND 4 1.0 1.4 1.9 1.4 1.0 - - 6 2.1 3.0 4.3 3.0 1.6 1.0 - 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 1 7.0 1 14.6 7.6 3.8 20 23.5 33.3 47.0 33.3 18.1 STORM SEWER 24 34.0 48.0 68.0 1 48.0 1 26.2 13.6 6.8 6" PERFORATED, HEAVY DUTY, 1' 0" GRANULAR BORROW (AS SPECIFIED) . om Ln NOTES: CORRUGATED POLYETHYLENE PIPE (TLARC 200) N s€3 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. (MNDOT 3278) BACKFILL WITHW GEOTEXTILE FABRIC �-� (MWDOT 3733, TYPE V) 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. WASHED PEA GRAVEL OR SELECT GRANULAR MATERIAL &RAP WITH 1' 0" 0=j 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND GEOTEXTILE (MNDOT 3733, TYPE I) (ALL MANHOLE FRAME AND COVER w O BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. TO BE INCLUDED IN UNIT PRICE BID PER 6" PERFORATED P.E. PIPE DRAIN DETAIL TH TWOPICK 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS. PER LINEAL FOOT OF 6" PERFORATED ¢ PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE P.E. PIPE) NO SCALE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). INSTALL EXTERNAL MANHOLE "SANITARY SEWER" CHERRY MATE RIVET m Oa CHIMNEY SEAL MANUFACTURED BY 30" OR 36" STOP Sal Details Special INFISHIELD OR APPROVED EQUAL � � CITY o1`_ POLYETHYLENE (PE) ADJUSTING RINGS 3/8" DRIVE RIVETS WITH Special Details NYLON WASHERS mgaLL m UNDERDRAIN DETAIL om CI TY OF ALL MANHOLES WITH `(J\`( J� EBT 1808 STORM SEWER 04-peci HU -STM -8 m SHALL BE 5' DIA (I.D.) POURED CONCRETE THRUST BLOCKING FOR WATERMAIN oa-ol-ls HU -W-4 �01-20-17 w x m� _ WTO 6" STREET NAME EBT. 1808 01-20-17 m � I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 08/16/17 - City Comments John Bender, PE Date 08/16//17Licenn No. 43358 CITY 1"CORPORATION STOP PLUGGED END - WATER MAIN 2" RAIN CAP °¢ a V . om Ln IY THE ENGINIFYIER ¢ 9" STREET I.D. (TLARC 200) N s€3 m 9 o��qpp;; STANDARD NEENAH R -1642-B 0=j WAN F MANHOLE FRAME AND COVER w O -a-ac�i g�g 15 TH TWOPICK SPACE 1/2" x 2" PVC ¢ SLIOT AND CCO ER LABELED TUBE WITH #34-2" INSTALL EXTERNAL MANHOLE "SANITARY SEWER" CHERRY MATE RIVET m Oa CHIMNEY SEAL MANUFACTURED BY 30" OR 36" STOP INFISHIELD OR APPROVED EQUAL � � m a�w POLYETHYLENE (PE) ADJUSTING RINGS 3/8" DRIVE RIVETS WITH MANHOLE ADJUSTING RINGS MIN4"-MAX 12" NYLON WASHERS mgaLL m TLXDR (3878 - 05) ALL MANHOLES WITH INSIDE DROP SECTION 1• 27"DIA m SHALL BE 5' DIA (I.D.) 7" LOGO w x m� _ WTO 6" STREET NAME MANHOLE SECTION TO BE m � xa a�w ASTM C-478 CLASS II 8" STREET I.D. 3" ADDRESS NUMBERS 48" DIA U w m USE R-2 JOINT FOR m a ALL MANHOLE JOINTS ¢ POST 2"x 2" x 12'-0" ¢ > (20D12 -12 - QP) `2 e a ❑a u> � 8 8 5/16" CORNER BOLT a0010 aa o WITH NYLON LOCK NUT "CRE -SEAL", "RESEAL", OR (TLB 516M) STABILIZER APPROVED EQUAL PRECAST STEPS AT 2-1/2" x 2-1/2" x 18" GASKET CONNECTION SHALL 16" O.C. (241`12 - ODA - PG) BE USED FOR CONNECTION PIPE TO MANHOLE EXISTING GROUND PRECAST BOTTOM :;s., ... 6" MIN. SECTION WITH INVERT ANCHOR O O 2" ABOVE GROUND 2-1/4" x 2-1/4" x 4'-0" (20F12 -04 -PG) 0 0 POST 6" IMO #5 AT 12" O.C. EACH WAY VARIABLE o ANCHOR ° 0 0 0 o ° NOTES: 5/16" CORNER BOLT ° ° 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -8 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO (TLCB 516M) o o ALL OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE, Oo, 2. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED 0 0 0 0 IN THE SPECIFICATION (INCIDENTAL). 5/16" NYLON LOCK NUT Special Details Special Details OF LAU STREET LD./STOP /r CITY OF STANDARD MANHOLE (48" °"` oa-al-ls "° oa-ol-ls SIGN DETAIL HU -SIG -5 DIAMETER) SANITARY SEWER HU -SS -1 D1 -2D-17 EST. 1908 E.T. 1906 CITY 1"CORPORATION STOP PLUGGED END - WATER MAIN Special Details RIPRAP 03-01-10 DETAIL WY -SD -6 01 -2o -n BRASS SHUT-OFF VALVE 4' EXISTING (OR FINISHED) GRADE 1"COPPER NOTE: 1. RE -USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS. INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. FURNISH NEW GASKETS WHERE REQUIRED. 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER AND 1" CORPORATION STOP, AS SPECIFIED. ALL OTHER WORK TO BE INCIDENTAL TO THE PROJECT. 3. TO BE REMOVED AFTER TESTING AND/OR PRIOR TO FREEZE-UP. INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL. CITY OF Special Details IUMTEMPORARY AIR BLEED °� oa-ol-ls `U INSTALLATION DETAIL HU -W-6 EST. 1906 01-20-17 16" GA. GALVANIZED STEELSTRAP EYE BOLT WITH (2) WASHERS EACH PLAN FSU/OjSTA'yT Q, M,ykl YP. TRANSVERSE& LONGITUDINAL BARS - 5/8" FOR 24" APRON & SMALLER, 3/4" FOR 27' APRON & LARGER WELD EACH INTERSECTION ' PROPERTY LINE/ ` RIGHT OF WAY DRAINAGE & UTILITY EASEMENT I MINIMUM OF 10' COVER OVER TOP OF PIPE AT I.1 I PROPERTY LINE 4" MIN T- I 5 4" OR 6" PVC SCH. 40 RISER 1 CONCRETE ENCASEMENT (TYPICAL) BEND lid I:'kk• Ali 6„ ELEV TO BE SET SEE JOINT DETAIL BELOW MIN BY THE ENGINEER PROPERTY LINE/ PIPE SHALL BE COMPLETELY ENTRENCHED RIGHT OF WAY AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER 1 -I TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR LESS MINIMUM OF 10' COVER OV ERTOPOFPIPEAT PROPERTY LINE 5, RISER 4" OR 6" PVC SCH. 40 "45° BEND ELEV TO BE SET a^ BY THE ENGINEER MIN CONCRETE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED (TYPICAL) AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER 6" MIN TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR MORE 4" OR 6" NOTES: 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY BENDS AND SPECIAL FITTINGS SHALL FERNCO ADAPTOR OR CONCRETE BE PAID FOR AT THE CONTRACT UNIT PRICE BID APPROVED EQUAL FOR t PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL DISSIMILAR PIPES ENCASEMENT COMPENSATION SHALL BE ALLOWED FOR (TYPICAL) CONCRETE ENCASEMENT OR PIPE BEDDING. 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT VC WYE THE PROPERTY LINE OR AS SPECIFIED. :v» 3. SERVICE STUB SHALL BE PLUGGED AND MARKED THRUST BLOCKING FOR WITH A 4"x4" TIMBER PROTRUDING X OUT OF THE CONCRETE ENCASEMENT GROUND AND PAINTED GREEN OR STEEL FENCE (TYPICAL) CLEANING EQUIPMENT POST. 4. CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL AND 6" PVC SERVICES FOR COMMERCIAL LOTS. 5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY, SANITARY SEWER SERVICES SHALL BE EXTENDED 10' BEYOND RIGHT OF WAY. LW OF Special Details TYPICAL SERVICE CONNECTION oa-01-1s`+w■ FOR SANITARY SEWER HU -SS -4 EST. 1908 6" MIN. 12" MAX. (LESS THAN 6", USE 1 BAR CENTERED ON OPENING N ELEVATION NOTES: 1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP=GALVANIZED AFTER FABRICATION. 2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF FLARED END SECTION. 3. TRASH GUARDS TO BE INSTALLED ON APRONS ONLY AS DIRECTED BY THE ENGINEER. CITY OF Special Details /� ^ TRASH GUARD FOR oa-ol-ls M■�+w■ STORM SEWER APRONS Hu -STM -7 mum ,anw 01-20-17 THB Prepared for: Dedigned;JBB Elmcrest Investments, Drawn: SFB 3500 Willow Lake Road Remora`""' �'�� Vadnais Heights, Minnesota 55110 LLC PLAN IDE MH WALL TO FLAT BAR =1" OVIDE4-1/2" SS ANCHOR BOLTS W/ CLIPS 1/4" x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING) T DIPPED GALVANIZED L- #5 SMOOTH BAR @,V' GRATE IN 2 SECTIONS O.C. EACH WAY (PROVIDE 3-1/4" x PLAN 3-1/4' OPENING) ELEVATION SECTION A -A „CITY OF Special Details POND OUTLET SKIMMER oa-al-ls �,�/I■v��/■ STORM SEWER HU -STM -9 m>;m,A„a � 01-20-17 ianle nil Fifth Addition Huco. MN Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0010423DTF03.dwg Date: 07/20/17 sheet: 9 of 10 Details 2 °¢ a V . om Ln IY THE ENGINIFYIER ¢ N s€3 m 9 o��qpp;; rcrcWo�owH 0=j WAN F mN w O -a-ac�i g�g 15 MG. Special Details RIPRAP 03-01-10 DETAIL WY -SD -6 01 -2o -n BRASS SHUT-OFF VALVE 4' EXISTING (OR FINISHED) GRADE 1"COPPER NOTE: 1. RE -USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS. INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. FURNISH NEW GASKETS WHERE REQUIRED. 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER AND 1" CORPORATION STOP, AS SPECIFIED. ALL OTHER WORK TO BE INCIDENTAL TO THE PROJECT. 3. TO BE REMOVED AFTER TESTING AND/OR PRIOR TO FREEZE-UP. INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL. CITY OF Special Details IUMTEMPORARY AIR BLEED °� oa-ol-ls `U INSTALLATION DETAIL HU -W-6 EST. 1906 01-20-17 16" GA. GALVANIZED STEELSTRAP EYE BOLT WITH (2) WASHERS EACH PLAN FSU/OjSTA'yT Q, M,ykl YP. TRANSVERSE& LONGITUDINAL BARS - 5/8" FOR 24" APRON & SMALLER, 3/4" FOR 27' APRON & LARGER WELD EACH INTERSECTION ' PROPERTY LINE/ ` RIGHT OF WAY DRAINAGE & UTILITY EASEMENT I MINIMUM OF 10' COVER OVER TOP OF PIPE AT I.1 I PROPERTY LINE 4" MIN T- I 5 4" OR 6" PVC SCH. 40 RISER 1 CONCRETE ENCASEMENT (TYPICAL) BEND lid I:'kk• Ali 6„ ELEV TO BE SET SEE JOINT DETAIL BELOW MIN BY THE ENGINEER PROPERTY LINE/ PIPE SHALL BE COMPLETELY ENTRENCHED RIGHT OF WAY AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER 1 -I TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR LESS MINIMUM OF 10' COVER OV ERTOPOFPIPEAT PROPERTY LINE 5, RISER 4" OR 6" PVC SCH. 40 "45° BEND ELEV TO BE SET a^ BY THE ENGINEER MIN CONCRETE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED (TYPICAL) AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER 6" MIN TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR MORE 4" OR 6" NOTES: 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY BENDS AND SPECIAL FITTINGS SHALL FERNCO ADAPTOR OR CONCRETE BE PAID FOR AT THE CONTRACT UNIT PRICE BID APPROVED EQUAL FOR t PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL DISSIMILAR PIPES ENCASEMENT COMPENSATION SHALL BE ALLOWED FOR (TYPICAL) CONCRETE ENCASEMENT OR PIPE BEDDING. 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT VC WYE THE PROPERTY LINE OR AS SPECIFIED. :v» 3. SERVICE STUB SHALL BE PLUGGED AND MARKED THRUST BLOCKING FOR WITH A 4"x4" TIMBER PROTRUDING X OUT OF THE CONCRETE ENCASEMENT GROUND AND PAINTED GREEN OR STEEL FENCE (TYPICAL) CLEANING EQUIPMENT POST. 4. CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL AND 6" PVC SERVICES FOR COMMERCIAL LOTS. 5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY, SANITARY SEWER SERVICES SHALL BE EXTENDED 10' BEYOND RIGHT OF WAY. LW OF Special Details TYPICAL SERVICE CONNECTION oa-01-1s`+w■ FOR SANITARY SEWER HU -SS -4 EST. 1908 6" MIN. 12" MAX. (LESS THAN 6", USE 1 BAR CENTERED ON OPENING N ELEVATION NOTES: 1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP=GALVANIZED AFTER FABRICATION. 2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF FLARED END SECTION. 3. TRASH GUARDS TO BE INSTALLED ON APRONS ONLY AS DIRECTED BY THE ENGINEER. CITY OF Special Details /� ^ TRASH GUARD FOR oa-ol-ls M■�+w■ STORM SEWER APRONS Hu -STM -7 mum ,anw 01-20-17 THB Prepared for: Dedigned;JBB Elmcrest Investments, Drawn: SFB 3500 Willow Lake Road Remora`""' �'�� Vadnais Heights, Minnesota 55110 LLC PLAN IDE MH WALL TO FLAT BAR =1" OVIDE4-1/2" SS ANCHOR BOLTS W/ CLIPS 1/4" x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING) T DIPPED GALVANIZED L- #5 SMOOTH BAR @,V' GRATE IN 2 SECTIONS O.C. EACH WAY (PROVIDE 3-1/4" x PLAN 3-1/4' OPENING) ELEVATION SECTION A -A „CITY OF Special Details POND OUTLET SKIMMER oa-al-ls �,�/I■v��/■ STORM SEWER HU -STM -9 m>;m,A„a � 01-20-17 ianle nil Fifth Addition Huco. MN Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0010423DTF03.dwg Date: 07/20/17 sheet: 9 of 10 Details m a� ~gam >� o�LLN� F mN 1 ¢ m Oa � � m a�w CJ >i0 min mgaLL m m 00 w x m� _ m � xa a�w n4au U tmnn ¢ w a ❑a u> � K a0010 aa m Om Special Details RIPRAP 03-01-10 DETAIL WY -SD -6 01 -2o -n BRASS SHUT-OFF VALVE 4' EXISTING (OR FINISHED) GRADE 1"COPPER NOTE: 1. RE -USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS. INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. FURNISH NEW GASKETS WHERE REQUIRED. 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER AND 1" CORPORATION STOP, AS SPECIFIED. ALL OTHER WORK TO BE INCIDENTAL TO THE PROJECT. 3. TO BE REMOVED AFTER TESTING AND/OR PRIOR TO FREEZE-UP. INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL. CITY OF Special Details IUMTEMPORARY AIR BLEED °� oa-ol-ls `U INSTALLATION DETAIL HU -W-6 EST. 1906 01-20-17 16" GA. GALVANIZED STEELSTRAP EYE BOLT WITH (2) WASHERS EACH PLAN FSU/OjSTA'yT Q, M,ykl YP. TRANSVERSE& LONGITUDINAL BARS - 5/8" FOR 24" APRON & SMALLER, 3/4" FOR 27' APRON & LARGER WELD EACH INTERSECTION ' PROPERTY LINE/ ` RIGHT OF WAY DRAINAGE & UTILITY EASEMENT I MINIMUM OF 10' COVER OVER TOP OF PIPE AT I.1 I PROPERTY LINE 4" MIN T- I 5 4" OR 6" PVC SCH. 40 RISER 1 CONCRETE ENCASEMENT (TYPICAL) BEND lid I:'kk• Ali 6„ ELEV TO BE SET SEE JOINT DETAIL BELOW MIN BY THE ENGINEER PROPERTY LINE/ PIPE SHALL BE COMPLETELY ENTRENCHED RIGHT OF WAY AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER 1 -I TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR LESS MINIMUM OF 10' COVER OV ERTOPOFPIPEAT PROPERTY LINE 5, RISER 4" OR 6" PVC SCH. 40 "45° BEND ELEV TO BE SET a^ BY THE ENGINEER MIN CONCRETE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED (TYPICAL) AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER 6" MIN TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR MORE 4" OR 6" NOTES: 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY BENDS AND SPECIAL FITTINGS SHALL FERNCO ADAPTOR OR CONCRETE BE PAID FOR AT THE CONTRACT UNIT PRICE BID APPROVED EQUAL FOR t PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL DISSIMILAR PIPES ENCASEMENT COMPENSATION SHALL BE ALLOWED FOR (TYPICAL) CONCRETE ENCASEMENT OR PIPE BEDDING. 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT VC WYE THE PROPERTY LINE OR AS SPECIFIED. :v» 3. SERVICE STUB SHALL BE PLUGGED AND MARKED THRUST BLOCKING FOR WITH A 4"x4" TIMBER PROTRUDING X OUT OF THE CONCRETE ENCASEMENT GROUND AND PAINTED GREEN OR STEEL FENCE (TYPICAL) CLEANING EQUIPMENT POST. 4. CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL AND 6" PVC SERVICES FOR COMMERCIAL LOTS. 5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY, SANITARY SEWER SERVICES SHALL BE EXTENDED 10' BEYOND RIGHT OF WAY. LW OF Special Details TYPICAL SERVICE CONNECTION oa-01-1s`+w■ FOR SANITARY SEWER HU -SS -4 EST. 1908 6" MIN. 12" MAX. (LESS THAN 6", USE 1 BAR CENTERED ON OPENING N ELEVATION NOTES: 1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP=GALVANIZED AFTER FABRICATION. 2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF FLARED END SECTION. 3. TRASH GUARDS TO BE INSTALLED ON APRONS ONLY AS DIRECTED BY THE ENGINEER. CITY OF Special Details /� ^ TRASH GUARD FOR oa-ol-ls M■�+w■ STORM SEWER APRONS Hu -STM -7 mum ,anw 01-20-17 THB Prepared for: Dedigned;JBB Elmcrest Investments, Drawn: SFB 3500 Willow Lake Road Remora`""' �'�� Vadnais Heights, Minnesota 55110 LLC PLAN IDE MH WALL TO FLAT BAR =1" OVIDE4-1/2" SS ANCHOR BOLTS W/ CLIPS 1/4" x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING) T DIPPED GALVANIZED L- #5 SMOOTH BAR @,V' GRATE IN 2 SECTIONS O.C. EACH WAY (PROVIDE 3-1/4" x PLAN 3-1/4' OPENING) ELEVATION SECTION A -A „CITY OF Special Details POND OUTLET SKIMMER oa-al-ls �,�/I■v��/■ STORM SEWER HU -STM -9 m>;m,A„a � 01-20-17 ianle nil Fifth Addition Huco. MN Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0010423DTF03.dwg Date: 07/20/17 sheet: 9 of 10 Details 2017 Westwood Professional Services, Inc. 6" - DISTANCE TO CL VARIABLE 1/2" R 3"R 4 3 1/2" R T SLOPE 314"/FT. TI MNDOT B 618 11, IS - 8" DISTANCE TO CL VARIABLE 1/2" R 3"R 1 13 112"R SLOPE 314"/FT. Mn/DOT B 624 F 28" R 12" R 16" 68" R TOP OF BITUMINOUS MAT 1/2" 7 MODIFIED'S' DESIGN BASE 28" 6" DISTANCE TO CL VARIABLE 1/2" R 3"R FTN3 ?` 1 SLOPE 314"IFT. 1/2"R Mn/DOT 8 612 a- • I I -8 12" NOTES: 1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER ALL CURB AND GUTTER �. CITY OF Special Details T� T� CONCRETE °"` oa-ol-ls �,vl CURB & GUTTER HU-STR-2B EST. 1806 01-20-17 •\iNj\%/`//�� 1/4'PLYWOOD EACH AREA OVER FACE IS 1/2 OF . TABULATED OF BOLTS -\/ v� TOTALAREA �crt�" \/ SC •/ /• PLUG OR CAP PLUGGED CROSS WYE \ \ A' j A2 j. BEND PLUGGED TEE\ PLUGGED CROSS NOMINAL FITTING SIZE, INCHES TEE, WYE, PLUG OR CAP 90" BEND, PLUGGED CROSS TEE PLUGGED ON RUN A7 A2 45° BEND 22-1/2• BEND 11-1/4• BEND 4 1.0 1.4 1.9 1.4 1.0 - - 6 2.1 3.0 4.3 3.0 1 1.6 1.0 - 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 1 38.0 27.0 14.6 7.6 3.8 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 1 68.0 48.0 26.2 13.6 6.8 NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS. PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). of Special Details il,WBLOCKING POURED CONCRETE THRUST FOR WATERMAIN HU -W-4 ROAD SURFACE OUTLET NOZZLES 8 THREADS: TWO 2-1/2" HOSE CONNECTION AND ONE 4-1/2" PUMPER CONNECTION. (NATIONAL STANDARD THREADS) 5' CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) VALVE BOX .1 AS SPECIFIED 7 STREET VARIES I I I VIII\ I1 1 Z-6- 7-1" '-6 - 7,-0„ MIN BONNET F ADAPTOR "HYDRAFINDER" (CANDYCANE) FIRE HYDRANT LOCATOR STEEL POST WATEROUS WS -67 AS SPECIFIED PAINTED BLUE BURY 8.0' w w CL STREET w w a O AS REQUIRED AS REQUIRED 1O 18"-24" a a 1' I I 1"MIN.N.III\\\ _ 2" MAX. GEOTEXTILE FABRIC MnDOT 3733 TYPE 3 1" WASHED COARSE GRAVEL OR CRUSHED ROCK TO 6" ABOVE WASTE OPENING MIN. 1/3 CY BRACING AS REQUIRED - PRECAST CONCRETE BLOCK WATERMAIN yar°''s•'� • ;:;y -y .'`:. \ 6"xg"x16" PRECAST CONCRETE BASE AS SPECIFIED 2' DIAMETER BY T DEEP PIT UNDER HYDRANT FILLED WITH GRAVEL FOR ALL INSTALLATIONS. NOTES: - 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AW WA AND MANUFACTURER'S STANDARDS. 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 3. HYDRANTS SHALL HAVE A 16" BREAK OFF TRAFFIC FLANGE 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. 5. RED OR YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. CITY of Special Details T T� TYPICAL HYDRANT °` oa-ol-ls �U INSTALLATION HU -W-1 EST 1806 01-20-17 w Ad Z Ad \-SUBGRADE ELEV. U M GEOTEXTILE FILTER AGGREGATE (MnDOT 3149.2H) 4" PERF. PVC PIPE SDR 35 GEOTEXTILE FABRIC -TYPE II (MnDOT 3733) PERFORATED UNDER DRAIN DETAIL INSTALL AT LOW POINT AS DIRECTED BY THE ENGINEER NOTE: DRAINTILE INSTALLED 50' IN EACH DIRECTION FROM CATCH BASIN PERFORATED DRAIN 11LE Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 7'-6" MIN COVER CURB BOX WITH 1'-1/4" STANDPIPE AND STATIONARY ROD (8'-6" AT FULL EXTENSION) 1" CORP STOP 1"TYPE K COPPER/ V- 1" TYPE K COPPER 8" x13"x5" MANHOLE BLOCK WATERMAIN J HORIZONTAL GOOSENECK LOOP SHALL BE NO HIGHER THAN WATERMAIN NOTES: 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH REQUIRED, CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC.. 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES A-1 OR CITY APPROVED EQUIVALENT. 3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22A44M OR CITY APPROVED EQUIVALENT. 4. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10' BEYOND THE RIGHT OF WAY. CITY of Special Details 11V� TYPICAL WATER SERVICES oa-ol-ls FOR WATERMAIN HU -W-2 EST. 190601-20-17 DESIRED MINIMUM -- 1 F-3'8" 3'8"--I OUTER LIMITS OF I -T8" 3'8"-1 o CONCRETE WALK a O v O W 0" 4 4' 0" q' 0" X 4, 0„ MIN ~ 4 0 ~ MIN MIN r 4 0 '1 MIN FRONT FACE 111. 5-8- 5' 8" m m 5' 8" w OF CURB V BACK OF w in 2 -TT 017" CURB U U 5 0 o y 6' 3" (6" CURB) 6" n y " 4 ° m 4-2-(4 CURB) LLO 4' 0" MIN.O� .• .• a 6' 3" (6" CURB) 6'3' (6" CURB) 4' 0'(6• 6' 3" (6" CURB) VAR. WIDTH CURB IG 4' 2" (41" CURB) 4' 2" (4"CURB) MIN4' 2" (4- CURB) PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP CURB OR X=4' 0" DESIREABLE 1" -_5' 4" (4- CURB)- DOME SECTION CURB & I- 3' 4" (4" CURB) GUTTER / r-- ... . . . ;..: �i�::: ..., ii„_�1„ DOME 0.02 FT/FT MAX. O *MIN ::. �• 0.08 FT/FT OR FLATTER O 1 l 2 e c(TYP.) SECTION A -A 2 0" ROUND ALL it(TYP,) MIN. SLOPED IF THE PATH OF 7RAVEL'X'IS 4FT, OR GREATER, USEINTERSECTIONS 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. i. IF'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING MUST NOT EXCEED 0.08 FTJFT.. (6" CURB & 0.08 FT/FT SLOPE) 6' 0" 6 (6" CURB & 0.08 FT/FT SLOPE) 4'2" 4'2" (4" CURB & 0.08 FT/FT SLOPE) (4" CURB & 0.08 FT/FT SLOPE) ELEVATION OF RAMP NOTES: TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THIS STANDARD DETAIL PLATE. THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. 8 112 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. 2 WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4'0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT4' X4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. 03 WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL ® PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP. © ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3- 0" OR 4' 0" TYP.) OF THE CURB RAMP. THIS 2'0" BY T O" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A LIGHT COLOR (GRAY TYPICALLY) WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRAY CEMENT COLOR. © 60" MIN. FOR NEW CONSRUCTION. T O" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE CURB CUT WIDTH EXCEEDS 4' 0", THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH. it PEDESTRIAN OF Special Details oa-ol-ls °"` CURB RAMP HU -ST -3 EBT I908 �Oi-20-17 P WS SERIES WATERSTOP., ;) L 'I SEALS FOR RIGID JOINTS BETWEEN PIPE & CONCRETE STRUCTURES Ideal for: • Mortared Connections to Precast Structures • Field -Poured Concrete Structures • Field -Poured Collars • Casting Pipe Hubs in any Concrete Structure Get these WaterSTOP Advantages: Prevents fluid infiltration and exfiltration Excellent in -field connection to existing structures Installs quickly and easily with just a ratchet Available for most pipe types 1.5" to 144" Three Profiles for All Your Rigid Joint Sealing Requirements ... l WS - 20 WS - 25 WS -30 (1.5 - 3" Pipe) (4-6" Pipe') (8-144" Pipe) 'WS -25 can be used on larger pipe than 6", but the WS -30 is recommended on 8" pipe and larger Press -Seal Gasket Corporation 6932 Gettysburg Pike, Fort Wayne, Indiana 46804 Phone: (260)436-0521 (800)348-7325 Fax: (260)336-1908 E-mail: sales(DDress-seal.com Web: www.Dress-seal.com I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGIIVEER under the laws of the State of Minnesota. John Bender, PE/ Date 08/16//17 I:.icenae No. 43358 Revisions. 08/16/17 - City Comments N VALVt CUX St 1 1 1/4"-3/8" BELOW PAVE AT GRADE IN TL VALVE BOX SHALL BE SET T HAVE 6" ADJUSTMENT UP AN DOWN FROM FINISH GRAS AGGREGATEAND MnDOT 3733 TYPE 3 GEOTEXTILE FABRIC LINING DRAIN PIT AND ATTACHED TO TOP OF VALVE BOX FOOT PIECE 1-1/2" WASHED ROCK ALL AROUND MIN 1/3 C.Y. (MIN. 1 C.V. IN IMPERVIOUS SOILS) D.I.P. WATERMAIN TIE R f GATE VALVE ADAPTOR: 1/4" STEEL WITH PROTECTIVE COATING 3/4" RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR TOPVIEW ■ - SIDE VIEW x111 BONNETADAPTOR NOTES: 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN LIEU OF TIE RODS. 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO SCALE CITY of " Special Details t. �� VALVE BOX 04-01-15 INSTALLATION HU -W-3 EST. 1906 �01-20-17 - 27-5/32" - 26-29/32" 1-7/61-i/4 34 7-3/16"-H-7-3/1 Ir 1-1/2" IF 5" MAX CITY EST. 1906 DRIVE OVER CASTING NEENAH 3501 -TS (BI-DIRECTIONAL) OR EQUIVALENT Special Details �04-01-15 HU-STF em01-20-17 EXPANSION TRANSITION SECTION EXPANSION JOINT & FILLER TRANSITION SECTION JOINT & FILLER GUTTER LINE B-612 CURB B-612 CURB GUTTER LINE A -- - - - --- ° ° a, e a L L_LL LL_L L ° , LLL LLLL a ° a a LLLLLLLL 4'-0" T 4'-0" I I A BITUMINOUS PAVING CATCH BASIN STRUCTURE DEPRESS CASTING 0.2' BELOW GUTTER LINE PLAN VIEW CONCRETE CURB & GUTTER BEYOND NEED TO USE PLASTIC RINGS (PE) BOULEVARD AND EXTERNAL CHIMNEY SEAL BITUMINOUS PAVING SHAPE CONCRETE MORTAR FILLET TO PROVIDE ADJUST BOX HEIGHT TO MATCH A FLAT AREA EACH SIDE OF INVERT FOR TOP OF CONCRETE CURB STANDING ROOM. THESE MUST BE SLOPED TO DRAIN INTO INVERT. B AGGREGATE BASE f7INVERT C.B. STRUCTURE -PRECAST CONC. 24"x36" (INSIDE) INVERT OF CB STORM SEWER POURED IN THE FIELD 4" MIN 4" MIN PRECAST BASE B SECTION A -A SECTION 13-8 REVISVJestwood RECTANGULAR CATCH BASIN L 03/03/08 D: WITH POURED IN-PLACE INVERT ST01 Checked: JHB Drawn: SFB Record Drawing tiy/date Prepared for: 3" COMPOST POND NWL� 6" MNDOT GRANULAR BORROW 3" TOPSOIL (LESS THAN 5% CLAY CONTENT) FILTRATION BASIN SUBGRADE �� �� �� �� �� �� „ 12 FOR GRADING DRAINAGE -TYPE GEOTEXTILE FABRIC (4% TO 6% OPEN SPACE) SHOULD BE INSTALLED TO WRAP THE TRENCH PRIOR TO ROCK AND DRAIN TILE INSTALLATION 12" �\ 1/4" 0 HOLE (TYP.) 910° 3'-0„ MNDOT 3149.2 J FINE 160° FILTER AGGREGATE FlLTRATION MEDIA & PERFORATED DRAIN TILE (BY U11UTY CONTRACTOR) TILLED SAND/TOPSOIL/COMPOST MIX BY LANDSCAPE CONTRACTOR Elmcrest Investments, LLC 3500 Willow Lake Road Vadnais Heights, Minnesota 55110 FILTRATION BASIN SECTIONS iaDie nil Fifth Addition Huco. MN Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0010423DTF04.dwg Date: 07/20/17 Sheet: 10 OF 10 Details RESOLUTION 2017 - PARKING RESTRICTIONS ON 132nd WAY NORTH WHEREAS, THIS RESOLUTION, was passed this 5h day of September, 2017, by the City of Hugo in Washington County, Minnesota. WHEREAS, City of Hugo roadway 132nd Way N. is a looped roadway from 132nd St. N to 132nd St. N. WHEREAS, 132nd Way N. is twenty-six feet wide from the face of curb to face of the curb. WHEREAS, the neighborhood homeowner association has requested parking restrictions along the outside lane of 132nd Way N. WHEREAS, Public Works and Engineering Staff supports the homeowner association's request and agrees the roadway, with curves and narrow width, is not adequate to allow parking on both sides. NOW, THEREFORE, IT IS HEREBY RESOLVED that the City of Hugo shall ban the parking of motor vehicles on the outside lane of 132nd Way N., between 132nd St. N. and 132nd St. N. Dated this 5th day of September, 2017. City of Hugo Tom Weidt, Mayor ATTEST. Michele Lindau, City Clerk 6.9 H-1 NOW THEREFORE, IT IS HEREBY ORDERED: 1. The Court declares that the DNR's current and planned permitting of high capacity groundwater appropriations and management of White Bear Lake and the Prairie du Chien -Jordan Aquifer violate: A. MERA, by impairing both White Bear Lake and the Prairie du Chien Aquifer. B. The Public Trust Doctrine, by: 1) Causing a continuing decline in the levels of both the Prairie du Chien Jordan Aquifer and of White Bear Lake that diminishes the size of the lake and its lakebed, and adversely impacts public uses of the lake; and 2) Failing to take remedial measures within its authority to protect White Bear Lake and the Prairie du Chien Aquifer, when it had knowledge that its actions in issuing and failing to manage high capacity groundwater pumping permits were adversely affecting the lake and aquifer. 2. The Court declares that by virtue of its violating the following statutes and rules, the DNR has violated MERA: A. M.S. § 103G.211 (the draining of the lake resulting from the excessive pumping of the aquifer); B) M.S. § 103G. 287, subd. 5 (issuance of permits for pumping without a determination that the amount of use is sustainable, particularly for future generations); C) M.S. § 103G.287 and .285 (failing to set collective annual withdrawal limits from the lake; failing to require permittees to submit contingency plans for alternate water sources; failing to set a meaningful trigger for implementation of 136 action before the protected elevation is reached); and D) M. Rule 6115.0670 (approval of groundwater appropriations without sufficient data to determine the effects of the appropriation allowed). 3. The DNR is prohibited from issuing appropriation permits for new groundwater wells, or increasing appropriation amounts in existing groundwater permits, within a 5 - mile radius of White Bear Lake until it has fully complied with the requirements of the above statutes. To that end, it shall: A) Review all existing groundwater appropriation permits within a 5 -mile radius of White Bear Lake, analyzing them both individually, and cumulatively, to ensure compliance with the sustainability standard of M.S. § 103G.287, subd. 5. The review will be completed within one year of the date of this order. The specific results of the analysis will be published in a public newspaper, in a form understandable to the general public. B) In the event that any of the above permits do not comply with the sustainability standard set by statute, they will be reopened and down -sized within 6 months of failure to comply with the sustainability standard of M.S. § 103G.287, subd. 5. Q Analyze the cumulative impact of these permits within the 5 -mile radius of White Bear Lake to determine whether pumping at the maximum rates allowed by the permits is sustainable. The analysis will be completed within one year of the date of this order. The specific results will be published in a public newspaper, in a form understandable to the public. 4. For groundwater permits within a 5 -mile radius of White Bear Lake, the DNR shall comply with all the applicable provisions of M.S. § 103G.285, including: A) Setting a collective annual withdrawal limit for White Bear Lake; B) Setting a trigger elevation of 923.5 feet for implementation of the protected elevation; 137 C) Preparing, enacting and enforcing a residential irrigation ban when the level of White Bear Lake is below 923.5 feet, to continue until the lake has reached an elevation of 924 feet. The preparation and enactment of this process will be completed within 6 months of this order. D) Requiring that all existing permits include an enforceable plan to phase down per capita residential water use to 75 gallons per day and total per capita water use to 90 gallons per day. The enactment of this requirement will be completed no later than 1 year from the date of this order. E) Immediately amending all permits within the five mile radius of White Bear Lake to require that within one year of the date of this order, permittees submit a contingency plan in their water supply plans for conversion to total or partial supply from surface water sources. This contingency plan will include a schedule for funding design, construction and conversion to surface water supply. The Court notes that while the DNR has previously ignored the mandate of this statute, submission of these water supply conversion plans is required for the issuance of permits. Whether any conversion would occur shall be determined by the DNR and the affected communities. F) Requiring that all groundwater permittees report annually to the DNR on collaborative efforts with other northeast metro communities to develop plans as described in (D), above. 5. The DNR shall issue no groundwater appropriation permits unless it has sufficient hydrologic data to understand the impact, whether cumulative or otherwise, of those groundwater appropriations on White Bear Lake and the Prairie du Chien -Jordan Aquifer. 6. The DNR shall work with the Metropolitan Council to evaluate current conservation goals and update them as needed. 7. The DNR shall require that water supply plans include measurable conservation goals and shall evaluate compliance with water conservation requirements on all permits 138 issued within the 5 mile radius of the lake. Should the individual community be out of compliance with those requirements, the DNR shall take appropriate action in down- sizing that community's permit. 6. For each day that the DNR is out of compliance with this Order, it will be subject to a fine of $1000 per day. 7. Costs are awarded Plaintiff and Plaintiff/Intervenor against Defendant DNR. 8. The Court retains jurisdiction over this action to monitor the DNR's compliance with the conditions imposed by this Order. LET JUDGMENT BE ENTERED ACCORDINGLY. 30 August 2017 BY THE COURT: 4argaret . Marrinan Judge of District Court Memorandum The last 12 months have been the wettest on record in Minnesota, a record that dates back to 1837. From August, 2016 to July, 2017, 40.72 inches of rain fell in the Twin Cities, well above the 30 -year average for annual MSP rainfall of 31 inches (which is 20% wetter than the 1941-1970 rainfall average of 26 inches). 16' The span of time between the start of this trial and the date of this Order runs from March 6, 2017 to August 30, 2017. In that period of time, 24.02 inches of rain fell in the Twin Cities, as "I Paul Douglas, Minneapolis Tribune, August 16, 2017. 139 compared to the annual average rainfall of 19.33 inches.569 In January, 2017, the level of White Bear Lake was approximately 923 feet; in May, 2017, 923.8 feet; on August 24, 2017, 923.17 feet.171 None of this information appears in the body of the Court's Order because most of it occurred after the time of trial. It is included in this Memorandum simply to alert the reader that 1) the Court recognizes the large amounts of rain have fallen in the last several months; 2) the fact that 24 inches of rain has fallen in a 6 month period does not translate to an increase to the lake of that amount—or anything near it; and that 3) the findings of fact remain valid: that in the long term (years, decades) White Bear Lake levels are controlled mainly by groundwater fluctuations, and in the short term (monthly, seasonally) by precipitation and runoff. 30 August 2017 561 weather Underground, August 29, 2017. 570 Minn. DNR website, August 29, 2017. 140 SING! (PG) EST. 1906 e ��PPhRE OP EERNEE 2ooe OpN SPARgY _ SNER/FA. �O FRIDAY, SEPT. 8 Opens at 6:30 pm Movie starts at 7:30 pm Hanifl Fields Athletic Park 7032137th Street Meet the Washington County Sheriff's Department and Hugo Fire Department for a movie in the park! Sing!" (PG) will be shown. Snacks provided. Please bring blankets or chairs to sit on. This is a free event! A parent or guardian must be present. 651-762-6342 www.ci.hugo.mn.us `Michele Lindau From: Hugo Area Business Association <info@hugobusinesses.corn Sent: Tuesday, August 22, 2017 9:00 AM To: Michele Lindau Subject: Networking Event - State of the HBA Area Business L.� Michele Lindau From: JR Compton Sent: Monday, August 28, 2017 10:02 PM To: Bryan Bear, Chuck Haas; Becky Petryk; Mike Miron; Phil Klein; Tom Weidt Cc: Michele Lindau; Kevin Colvard; Andy Churchill; Colin Emans; Robert Bieniek; James Fordham; JR Compton Subject: invite to HFD house burn Good evening all, I would like to formally invite the city council and Bryan to take part in our house burn on Saturday, September 16th in the morning. We would like to put on a fire behavior evolution for you to take part in. The last time we had this type of thing happen was when Chuck went in when I was a rookie 16 or so years ago, so we don't get this opportunity very often. You would be fitted into fire gear that we have and wear an SCBA while in the hazardous environment. This would consist of you going into a structure prior to the fire being set. The instructor would set a fire and you would watch it grow from infancy to a full room fire, which is when the firefighters would knock the fire down. This is a controlled environment, and you will be in good hands. If you are available and interested in taking part in this please let me know ASAP. We need to meet at the fire station sometime next week to get fitted and need to set up a fit test at Health Strategies in WBL for the SCBA mask. If you don't want to go into the structure and wear the gear, your still welcome to attend the training and see from our point of view on the fire ground. We will have someone available to you to answer questions and explain what is going on. Unfortunately I won't be there as I will be in the Boundary Waters canoeing for the week. More details to come as the date gets closer. Again let me know ASAP and thank you for considering this. MAKE 1T A GREAT DAY! Jim Compton, Jr. Deputy Chief Hugo Fire Department 651-248-4475 ircompton@ci.hugo.mn.us TEACHERS AT HOPKINS SCHOOL • 1928 —29 Mildred Pratt • 1929-32 Edith Anderson • 1932-34 Lillian C. Houle • 1934-35 H.I. Gunther • 1935-51 Lucille Carroll • 1951 Mildred Russell • 1951-6o Lillian Marier • 196o-62 Jessi M. Thieling Apo Children climbing aboard the "school bus" to Hopkins School, Winter 1944• Photo donated by Don Marier 01, P, roWN HALL A Quick History of the Hopkins Schoolhouse Built in 1927-28, the Hopkins Schoolhouse held its first day of class in the Fall of 1928. Classes at Hopkins were held in one room, and teachers taught "ungraded elementary education" (Grades 1-6) until the school closed in 1962. In 1965 the building was sold to Oneka Township, and was used as a town hall in the late Eos and los. It was also used as a place for the Boy Scouts and lastly a Youth Center in the mid - 2000s. Schoolhouses over the U.S. have been abandoned for various reasons including changing demographics and/or cost of maintaining structures. Some are retained for public use, sold to individuals and businesses, torn down, or simply left to deteriorate. What do you think should be the future of the Hopkins School House? If the building was preserved for public use, how do you think it should be paid for? To receive more information on the schoolhouse, please visit us at as: http://www.ei.hugo.mn.us/history S _J Zo5nH Sup ujapoui ui anug asnogloogos ..injuao gloz sigh saop amid jugM •a inion ils sig} inog, juigi noX 1L,gM Mou4 of a411 pinoM o2nH JOA410 age `apLoap r nano .ioj X.dTua 2ui1Iis .19W ...uaippiploogos o2nH jo sapuoap }g2nvj asnogioogoS suixdoH age `gz6i ui 11111a 0 lootl-,)S' stuildofl CL • O N IDI_ sl(T •sanigaa� fau.igiZ aaluaD Aao;sM u;osauullq au} P Puu tluH 40 o2nH lu paPnpuoa gaauasag --------------------- 0 - ----------------- AO JlllD :�.iO�S1Ll /srl-ulu-osi1Ll'io' LNlA1:allsgom sn•uLu •o2nq•p ()Lualooh sill :11ULuH oo£9-z9L-i9q :auugd g£oSS e osauuiw `o9i1H `N anF7pi[?a02ZjjA 699ti uoissIMMOD P31101siH o2nH pjrgnj-s,o6nH olul lzf fiLolsizl spLli scop aaagm -I iIDUcad 4sDd s o6nH fb s4unuzuad `mo.c6 o4 sanuguoo fz;ij az[j si, ••urnol asnoilloollos Luoo.L auo n sll strop sjz Jsnd buol sz o67lH fb fl.0 azlL a1nin3 HH.L S(IAVMOJ, OND100' L.5 Michele Lindau From: Alyssa Soderlund <Alyssa.Soderlund@co.washington.mn.us> Sent: Monday, August 28, 2017 3:18 PM To: Bayton Township Clerk, Grant Clerk; Michele Lindau; Julie Johnson; May Township Clerk; Oak Park Heights; Stillwater Clerk; Stillwater Township Clerk Cc: Commissioners; Molly O'Rourke; karen.kill@mnwcd.org; Stephanie Souter Subject: Browns Creek Watershed District Vacancy Attachments: Application.doc TO: City/Township Clerks: Grant Oak Park Heights May Township Hugo Stillwater Stillwater Township Lake Elmo Baytown Township The term of office for Connie Taillon City of Stillwater, on the Brown's Creek Watershed District will expire on October 21, 2017. State statute provides that the County Board will select watershed district managers from lists of nominees submitted by the municipalities that are wholly or partially in the watershed district. The list must contain at least three nominees for each manager's position to be filled. The list must be submitted to the County at least 60 days prior to the expiration of the term of office of a manager. If no list is submitted or if the list is not received 60 days prior to the manager's term of office expiring, the County Board will then proceed to appoint a manager through its open appointment process. In either event, the County Board shall make its appointment 30 days prior to the term expiration. If you wish to submit a list of nominees for consideration or wish the incumbent to be considered for reappointment, your joint or separate list should be sent to me prior to October 27, 2017. A copy of the County's watershed application form is enclosed. Please duplicate it as necessary. I've also attached information on the duties involved in serving on a watershed district board of managers. Thank you for your assistance in filling these important watershed positions. Sincerely, awl Alyssa Soderlund Office of Administration (651)430-6015 Washington Otlll� 4 pwt?14M to tw, AM4 4w*... r 4W &w~: CC: County Board of Commissioners Molly O'Rourke, County Administrator Craig Leiser, President, Brown's Creek Watershed District Karen Kill, Brown's Creek Watershed District Administrative Assistant Stephanie Souter, Senior Planner September 2017 September 2017 October 2017 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 1 2 3 4 5 6 7 3 4 5 6 7 8 9 8 9 10 11 12 13 14 10 11 12 13 14 15 16 15 16 17 18 19 20 21 17 18 19 20 21 22 23 22 23 24 25 26 27 28 24 25 26 27 28 29 30 29 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Aug 27 28 29 30 31 Sep 1 2 3 4 5 6 7 8 9 7:00pm City Council 6:30pm Movie Night Meeting (Hanifl Fields) 10 11 12 13 14 15 16 7:30am Business 6:30pm BOZA ] 8:00am House Burn Breakfast (Blue 7:00pm Planning (5754 130th St.) Heron) Commission 17 18 19 20 21 22 23 4:00pm Hopkins Open 1:00pm Historical 7:00pm Parks Hse (5970 170th St. Commission N.) 7:00pm City Council 5:00pm EDA Meets Meeting 24 25 26 27 28 29 30 5:00pm Burger Night 6:30pm BOZA (Hugo Legion) 7:00pm Planning Commisison Meetings in green are scheduled/posted meetings. 1 8/31/2017 2:23 PM October 2017 October 2017 November 2017 Su Mo Tu We Th Fr sa Su Mo Tu We Th Fr sa 1 2 3 4 5 6 7 1 2 3 4 8 9 10 11 12 13 14 5 6 7 8 9 10 11 15 16 17 18 19 20 21 12 13 14 15 16 17 18 22 23 24 25 26 27 28 19 20 21 22 23 24 25 29 30 31 26 27 28 29 30 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Oct 1 2 3 4 5 6 7 10:00am Bus Tour 7:00pm City Council Meeting 8 9 10 11 12 13 14 6:30pm BOZA 8:00am Fall Cleanup 7:00pm Planning (Public Works) Commission 15 16 17 18 19 20 21 1:00pm Historical 7:00pm Parks 7:00pm City Council Meeting Commission 5:00pm EDA Meets 22 23 24 25 26 27 28 8:00pm Comp Plan 5:00pm Burger Night 6:30pm BOZA Workshop (Hugo Legion) 7:00pm Planning Commisison 29 30 31 Nov 1 2 3 4 Meetings in green are scheduled/posted meetings. 2 8/31/2017 2:23 PM