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Home My WebLink About2020.03.16 CC Packet14669 Fitzgerald Avenue North • Hugo, MN 55038 A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES Agenda HUGO CITY COUNCIL MEETING HUGO CITY HALL MONDAY, MARCH 16, 2020 — 7 P.M. 1. March 2, 2020 City Council Meeting 2. March 4, 2020, Neighborhood Meeting on Proposed Public Works Facility 3. March 5, 2020, New Creations Child Care and Learning Center Open House E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Presentation of GFOA Award for Excellence in Financial Reporting - Finance Director Ron Otkin 2. Proposed .25% Sales Tax —Washington County Commissioner Fran Miron 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. Approve Claims Roster 2. Approve Annual Performance Review for Finance Director Ron Otkin 3. Approve Lawful Gambling Exempt Permit for White Bear Lacrosse Club for April 19, 2020 Bingo 4. Approve Special Event Permits for New Life Church on June 14 and October 4, 2020 5. Approve Special Event Permit for the Blue Heron Grill Tent Parry on June 19 and 20, 2020 6. Revision to 2040 Comprehensive Plan Housing Policy H. PUBLIC HEARING 1. Vacation of Drainage and Utility Easement — Adelaide Landing I. UNFINISHED BUSINESS 1. Approve Resolution Approving Adelaide Landing 5th Addition Final Plat and Development Agreement 2. Update on Neighborhood Meeting Regarding Proposed Public Works Facility J. NEW BUSINESS 1. The Meadows at Hugo Sketch Plan, Golden Valley Land Company 2. Discussion on Coronavirus Response Planning K. VISITOR PRESENTATIONS 1. No visitor presentations are scheduled. L. COUNCIL PRESENTATIONS 1. Update on Yellow Ribbon Network M. ADMINISTRATIVE PRESENTATIONS 1. Metro Cities Annual Meeting on Thursday, April 16, 2020 N. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON MARCH 16, 2020 D.1 Approval of Minutes for the March 2, 2020, City Council Meeting D.2 March 4, 2020, Neighborhood Meeting on Proposed Public Works Facility D.3 March 5, 2020, New Creations Child Care and Learning Center Open House Staff recommends Council approve the above meetings as presented. F.1 Presentation of GFOA Award for Excellence in Financial Reporting - Finance Director Ron Otkin Finance Director Ron Otkin has received notification from the Government Finance Officers Association of the United States and Canada that the Hugo Finance Department has received their 26"' Certificate of Achievement for Excellence in Financial Reporting. As Council is aware, this certificate is the highest form of recognition in governmental accounting and financial reporting, and its attainment represents a significant accomplishment by a government and its management. F.2 Proposed .25% Sales Tax — Washington County Commissioner Fran Miron Washington County is currently proposing a .25% sales tax for transportation in addition to the .25% sales tax currently dedicated for transit projects. The County held the first public hearing on February 11 and will continue the public hearing on March 17th, with final consideration likely on March 24, 2020. Washington County Commissioner Fran Miron will be present to explain the proposed tax and answer questions. G.1 Approve Claims Roster Staff recommends Council approve the Claims Roster as presented. G.2 Approve Annual Performance Review for Finance Director Ron Otkin Ron Otkin was hired as the City's Finance Director on April 3, 1989. For the past 31 years, Ron has conducted duties related to the City's Finance Department which includes the annual preparation of the City's budget as well as financing of public improvement projects and accounts payable and accounts receivable. City Administrator Bryan Bear recommends Council approve the annual performance review for Finance Director Ron Otkin. G.3 Approve Lawful Gambling Exempt Permit for White Bear Lacrosse Club for April 19, 2020 Bingo The White Bear Lake Boys Lacrosse Club has applied for a Lawful Gambling Exempt Permit to hold a Bingo on April 19, 2020, at the Hugo American Legion as part of their fundraising event. Staff recommends Council approve the Lawful Gambling Exempt Permit for their event. GA Approve Special Event Permits for New Life Church on June 14 and October 4, 2020 New Life Church, 6000 148th Street North, has applied for a Special Event Permit to hold outdoor events on Sunday, June 14 and Sunday October 4, 2019. A Special Event Permit approved by Council is required because they will be using an amplified sound system. The June event will be an outdoor service at 9 a.m. followed by a potluck. The October event is an outdoor gathering from 2-5:30 p.m. with a small band, hayrides, and outdoor games. Staff recommends Council approve the Special Event Permit for New Life Church for their Spring and Fall events. G.5 Approve Special Event Permit for the Blue Heron Grill Tent Partv on June 19 & 20, 2020 Blue Heron Bar and Grill, 14725 Victor Hugo Boulevard, has applied for a Special Event Permit to hold their annual outdoor tent party on Friday, June 19th and Saturday, June 20th. The Blue Heron has held this event for the past seven years. A Special Event Permit approved by Council is required because alcohol will be served outside, approximately 500 people are expected to attend, it will extend after dark, and there will be amplified music. The event will consist of a bean bag tournament during the day on Saturday and bands playing from 8:30 — midnight. Staff has worked with the applicant on details of this event and recommends Council approve the Special Event Permit for the Blue Heron Grill Tent Party on June 19 and 20 subject to the requirements in the permit. G.6 Revision to 2040 Comprehensive Plan Housing Policy On November 18, 2019, the City Council adopted the 2040 Comprehensive Plan. The Met Council has now informed staff, after reviewing the adopted plan, that in order to be fully consistent with the Met Council's Housing Policy, Table 4-11 in the Housing Chapter needs to be updated to consider all widely known housing tools. This is a minor revision and only requires administrative approval at the Met Council. Staff has revised the table to include the additional tools and the red -lined version of the changes are in the packet. Staff recommends the City Council approve the resolution changing the text in Table 4-11 in Chapter 4 Housing Plan in the 2040 Comprehensive Plan. H.1 Public Hearing on the Vacation of a Drainage and Utility Easement — Adelaide Landing OP5 Adelaide (Excelsior Group) is requesting a vacation of the existing drainage and utility easement located over Outlot B, Adelaide Landing 4th Addition. Outlot B will be used for the development of Adelaide Landing 5th Addition and other future phases. New drainage and utility easements will be placed on the lots at the time the final plat is recorded. Staff is comfortable with the applicant's request to vacate the drainage and utility easements. Staff recommends that the City Council approve the notice to vacate the drainage and utility easement located over Outlot B, Adelaide Landing 4th Addition. I.1 Approve Resolution Approving Adelaide Landing 5th Addition Final Plat and Development Agreement OP5 Adelaide (Excelsior Group) is requesting approval of a final plat to be known as "Adelaide Landing 5th Addition" in order to plat 79 lots and 3 outlots on a parcel located east of Highway 61 and north of 130th Street, which will develop a portion of Outlot B Adelaide Landing 4th Addition. The site is currently vacant. The lots meet the minimum lot standards and requirements outlined in the regulations for the Adelaide Landing PUD. Staff recommends approval of the resolution approving the Final Plat and Development Agreement for Adelaide Landing 5th Addition. I.2 Update on Neighborhood Meeting Regarding Proposed Public Works Facility In April of 2019, the City Council authorized Oertel Architects to perform a space needs study of the existing Public Works facility. The study was completed in February of 2020. The study concluded that the current facility site, even if expanded, would not be conducive to meet the City's long term needs. Oertel Architects recommended an alternate plan to construct a new facility on an alternate site. Oertel Architects has provided Council with a proposal to develop site and building plans for a new facility to be located on the Irish Avenue Park property. Staff recommends Council approval the attached proposal for the development of site and building plans and specifications for a new facility located on the Irish Avenue property. J.1 The Meadows at Hugo Sketch Plan, Golden Valley Land Company Golden Valley Land Company has applied for a sketch plan review of a potential PUD generally located north of 159th Street and east of the north City water tower. At the March 20, 2019 Parks Commission meeting and March 28, 2019 Planning Commission meeting, staff recommended that the Commissions provide comments on the sketch plan. The applicant then submitted a new sketch plan and staff provided an overview of the changes to the Planning Commission on February 27, 2020. The Planning Commission provided comments on the layout of the site, trail connections, lot sizes, and setbacks. The Planning Commission generally discussed how the applicant could provide more creativity to the layout and add character to the development in exchange for the 5 foot side yard setbacks that are proposed. The applicant is requesting the City Council provide comments on the sketch plan. J.2 Discussion on Coronavirus Response Planning Staff has been following the developments related to the coronavirus health pandemic and will discuss the City's efforts to prepare for the crisis. L. 1 Update on Yellow Ribbon Network Council Members Chuck Haas and Phil Klein will update the Council on the activities of the Yellow Ribbon Network to date. This was tabled at the last Council meeting. M.1 Metro Cities Annual Meeting on Thursday, April 16, 2020 Council has been invited to attend Metro Cities Annual Meeting on Thursday, April 16, 2020 from 5:30 — 7:30 p.m. at the Como Park Zoo and Conservatory in St. Paul. N. Adiournment Minutes HUGO CITY COUNCIL MEETING HUGO CITY HALL 14969 Fitzgerald Avenue North • Hugo. MN SS039 MONDAY. MARCH 2, 2020 — 7 P.M. Call to Order Mayor Weidt called the meeting to order at 7:00 p.m. PRESENT: Haas (via Skype), Klein, Miron, Petryk, Weidt ABSENT: None ALSO PRESENT: City Administrator Bryan Bear, City Engineer Mark Erichson, City Attorney Dave Snyder, Community Development Director Rachel Juba, City Clerk Michele Lindau Moment of Silence for Lynn Pedersen Longtime resident and former Parks Commissioner Pete Pedersen tragically lost his daughter, Lynn, suddenly over the weekend. The Mayor called for a moment of silence. Minutes for the February 3, 2020, City Council Meeting Klein made motion, Miron seconded, to approve the minutes for the City Council meeting held on February 3, 2020, as presented. All Ayes. Motion carried. Minutes for the February 10, 2020, Public Works Facility Workshop Petryk made motion, Klein seconded, to approve the minutes for the workshop to discuss the Public Works Facility held on February 10, 2020, as presented. All Ayes. Motion carried. Minutes for the February 11, 2020, HBA Business Breakfast/State of the City Address Klein made motion, Miron seconded, to approve the minutes for the Hugo Area Business Association/State of the City Address Business Breakfast held on February 11, 2020, as presented. All Ayes. Motion carried. Minutes for the February 19, 2020, Public Works Facility Workshop Klein made motion, Petryk seconded, to approve the minutes for the workshop to discuss the Public Works Facility held on February 19, 2020, as presented. All Ayes. Motion carried. Hugo City Council Meeting Minutes for March 2, 2020 Page 2 of 9 Approval of Agenda Weidt made motion, Miron seconded, to approve the agenda as amended by adding a Council presentation by Haas regarding the Carnelian Marine St. Croix Watershed District Listening Sessions. All Ayes. Motion carried. Swearing in of Firefighter Baily Lund At its November 18, 2019, meeting, Council approved the promotion of Baily Lund as Regular Firefighter. Fire Chief Kevin Colvard performed the official swearing in of Firefighter Baily Lund. Fire Department Annual Report Fire Chief Kevin Colvard presented to Council the 2019 Fire Department Annual Report. Colvard reported the Department consists of 26 staff members who responded to 325 calls in 2019. The largest percentage of those call were to assist North Memorial in 126 rescue calls. The Hugo Department only responds to major medical calls, and has been assisting North Memorial for five years. Colvard reported that Fire Department operations improved in 2019 with automatic aid with Forest Lake, which works very well during day and weekend hours. In the past year, there was full implementation of Hugo's first aerial apparatus. Training highlights included 2,945 man-hours in weekly drills and over 600 hours of additional training with the aerial apparatus. The department participated in two live burn exercises and flammable liquid fire training at the Flint Hills Refinery. Colvard stated the department will continue with leadership development, and he highlighted a few of the many community activities the department participates in. The department has three volunteer firefighters who trained 81 people in CPR. There are AEDs in three public buildings, and currently eight volunteers on the department carry one so they can respond directly to the scene. Included in goals for 2020 was the need to recruit and retain firefighters, continue applying for grants, review EMS service in Hugo, and continue leadership development. The Mayor called for a short recess, and the meeting reconvened at 7:35 Jerry Hromatka, President & CEO Northeast Youth & Family Services Northeast Youth and Family Services (NYFS), located in White Bear Lake, has been providing counseling services to youth and families in the City of Hugo for at least the past 20 years. President and CEO Jerry Hromatka of the Northeast Youth & Family Services was in attendance to present their annual report to Council. They served about 4,000 youths, adults, and families on a $3.4 million budget. He talked about their three programs: mental health, youth development, and case management. They have clinics in White Bear Lake and Shoreview and are in 17 school buildings in three school districts. Jerry explained how they connect adolescent -aged kids to positive things in their life through diversion, the senior chore program, and community case management to see that family and kids get basic needs. He talked about revenue sources and how they are no longer strong on contracts, and not everyone has insurance. He said services for residents are assured, and benefits are shown through educational attainment, effective Hugo City Council Meeting Minutes for March 2, 2020 Page 3 of 9 workforce, and citizenship. Jerry stated he would soon be retiring, and the NYFS has reorganized and has a succession plan. Jerry said he hoped to introduce his replacement at the next leadership lunch on May 6, 2020 at Midland Hills, and he invited the Council to attend. He said what makes them successful is partnerships, and they appreciated the partnership with Hugo. Consent Agenda Miron made motion, Klein seconded, to approve the following Consent Agenda: 1. Approve Claims Roster 2. Approve Performance Review for Building Department Secretary Debi Close 3. Approve Performance Review for Senior Engineering Technician Liz Finnegan 4. Approve Advertisement of Bids for 2020 Dust Control 5. Approve Sale of 2006 Sterling Plow Truck to City of Sandstone 6. Approve Property Line Adjustment for 17636 and 17742 Keystone Avenue 7. Approve Reduction in Cash Escrow for Waters Edge 6th Addition 8. Approve Lawful Gambling Exempt Permit for East Metro Waterfowler's 9. Approve Joint Powers Agreement with Washington County for Code Red 10. Approve Updated Job Description for Firefighter Engineer Position 11. Approve Revision in Collection of Technology Fee 12. Approve Agreement with Payment Service Network (PSN) for Online Transactions 13. Approve Donation to the Hugo Fire Department from Hugo American Legion 14. Approve Notice of Decision for Wetland Replacement Plan for Rice Lake Reserve 15. Approve Resolution Approving a Limited Use Permit for TH61 Right -of -Way for 130th Street Improvement Project All Ayes. Motion carried. Approve Claims Roster Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Performance Review for Building Department Secretary Debi Close Debi Close was hired as the City's Building Department Receptionist on March 20, 2006. Adoption of the Consent Agenda approved the annual performance review for Building Department Receptionist Debi Close. Approve Performance Review for Senior Engineering Technician Liz Finnegan Liz Finnegan was hired in March, 2019, as the new Senior Engineering Technician after the retirement of Steve Duff in January, 2018. Adoption of the Consent Agenda approved the performance review for Senior Engineering Technician Liz Finnegan. Hugo City Council Meeting Minutes for March 2, 2020 Page 4 of 9 Approve Advertisement of Bids for 2020 Dust Control Staff had requested authorization from the Council to advertise for bids for the City's 2020 gravel road dust control project for approximately 28 miles of gravel roads located within its municipal boundaries. Following City Council approval, staff will advertise and solicit bids through the City newspaper and will hold a bid opening in early April. This will be followed by the Council considering bids in April. The dust control/stabilization would be applied in two separate applications, once in mid -May and again in early to mid -August. Adoption of the Consent Agenda approved the advertisement for bids for the City's 2020 gravel road dust control project. Approve Sale of 2006 Sterling Plow Truck to City of Sandstone Staff recently held a sealed bid process for the sale of the 2006 Sterling plow truck (#206-06) that was recently replaced in the Public Works Department. Staff was extremely pleased to inform the Council that a high bid of $40,000 was submitted by the City of Sandstone, MN. A minimum bid reserve of $32,000 was placed on the truck. Adoption of the Consent Agenda approved the sale of the 2006 Sterling plow truck (#206-06) to the City of Sandstone in the amount of $40,000.00. Approve Property Line Adiustment for 17636 and 17742 Keystone Avenue Richard O'Brien and Marla Anderson had requested to adjust their common property lines on parcels generally located north of 170th Street North and west of Keystone Avenue North. Both properties are zoned Agricultural. The applicant proposed to adjust the common property line between the properties so that there was an even transfer of property and both parcels would remain the same the size. Adoption of the Consent Agenda approved RESOLUTION 2020-12 APPROVING A PROPERTY LINE ADJUSTMENT FOR RICHARD O'BRIEN FOR PROPERTIES LOCATED AT 17636 KEYSTONE AVENUE NORTH AND 17742 KEYSTONE AVENUE NORTH. Approve Reduction in Cash Escrow for Waters Edge 6th Addition Waters Edge 6th Addition had significant work completed to date, and the developer had requested a reduction in the cash escrow. The current cash escrow was in the amount of $366,836. Staff had inspected the work and found it acceptable. Adoption of the Consent Agenda approved the reduction in cash escrow to $198,000 based on the value of work remaining to be completed. Approve Lawful Gambling Exempt Permit for East Metro Waterfowler's The East Metro Waterfowler's Association had applied for a Lawful Gambling Exempt Permit to conduct a raffle at their event on Thursday, April 16, 2020, at the Hugo American Legion. Adoption of the Consent Agenda approved the Lawful Gambling Exempt Permit for East Metro Waterfowler's. Hugo City Council Meeting Minutes for March 2, 2020 Page 5 of 9 Approve Joint Powers Agreement with Washington County for Code Red In August of 2011, Council entered into a Joint Powers Agreement with Washington County to participate in the Code Red mass notification system. The agreement renewed in 2015 for five years and since expired. This mass notification system alerts residents within a specified area by land telephone or by cellular phone and/or email if registered by the resident. The City is able to utilize this emergency notification system with the assistance of the Washington County 911 personnel. As part of this agreement, the City agreed to pay $1,047.89 for the purpose of purchasing its proportionate share of the cost of emergency notification minutes per year. This amount remained the same as in 2011. Adoption of the Consent Agenda approved the Joint Powers Agreement with Washington County for the Code Red emergency notification system. Approve Updated Job Description for Firefighter Engineer Position The Hugo Fire Department had requested Council approval of a revised job description for the engineer position. Educational requirements were updated because they were out of date with the current operational model. For example, the department no longer required engineers to be EMT certified since the City had stopped running an ambulance service. Adoption of the Consent Agenda approved the revised Firefighter Engineer Position job description. Approve Revision in Collection of Technology Fee The fee schedule ordinance approved by Council for 2020 included a 3% fee on all building permit transactions to help offset the cost of permitting software. After considering the logistics of adding a 3% fee, staff would like to charge a flat fee of $2 per permit in lieu of that, resulting in approximately the same amount of revenue. Adoption of the Consent Agenda approved a flat fee of $2 per permit in lieu of the 3% established by ordinance for the year 2020. Approve Agreement with Payment Service Network (PSN) for Online Transactions One of the Councils goals for 2019 was to implement an online permitting system. Over the year, staff had evaluated options, and in September of 2019, Council approved an agreement with OPG-3 for on online permitting solution that works with the City's current permitting software, PermitWorks. As part of the solution, staff had explored online payment options and found Payment Service Network to best fit the City's needs. A finance fee of 2.75% per transaction would be the responsibility of the payee, and the City would be responsible for an annual Payment Card Industry (PCI) compliance fee of $89. This credit card service would be only used for building permit transactions, but could eventually be expanded to accept payment for other City fees. Adoption of the Consent Agenda approved the service agreement with PSN for payment of online transactions. Approve Donation to the Hugo Fire Department from Hugo American Legion The Hugo American Legion Post 620 made a donation of $200 to the Hugo Fire Department. These funds would go toward department training and equipment. Adoption of the Consent Agenda approved the donation of $200 to the Hugo Fire Department. Hugo City Council Meeting Minutes for March 2, 2020 Page 6 of 9 Approve Notice of Decision for Wetland Replacement Plan for Rice Lake Reserve To accommodate the residential development to be known as Rice Lake Reserve, Melissa Barrett of Kjohlhaug Environmental submitted an application on behalf of Mark Guenther of Fenway Land Company for sequencing and wetland replacement for the project. They proposed to impact 0.54 acres of wetland on the site and replace 1.08 acres from a wetland bank owned by the City of Lino Lakes, which is within the same major watershed and bank service area. Based on staff s review of the application and supporting documentation, the requirements under the MN Wetland Conservation Act (WCA) had been met. Adoption of the Consent Agenda approved the wetland replacement plan for Rice Lake Reserve. Approve Resolution Approving a Limited Use Permit for TH61 Right -of -Way for 130' Street Improvement Project On May 6, 2019, Hugo City Council entered into a contract with Dresel Contracting for the 130th Street Improvement Project. The project was substantially complete with final paving and bituminous trail improvements to be completed in the spring of 2020. Following MnDOT Municipal State Aid (MSA) approval of the project, the City was required to execute a Limited Use Permit (LUP) with MnDOT for the portion of the trail within the TH 61 right-of-way. MDOT had recently provided the Limited Use Permit along with a figure identifying the portion of the trail that fell within the MnDOT TH 61 right-of-way. The LUP was limited to the construction, maintenance, and operation of the trail within the TH 61 right-of-way. Adoption of the Consent Agenda approved RESOLUTION NO. 2020 — 13 APPROVING LIMITED USE PERMIT WITH THE STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION FOR A NON -MOTORIZED RECREATIONAL TRAIL IN THE RIGHT-OF-WAY OF TRUNK HIGHWAY 61 (FOREST BOULEVARD) FOR THE 130TH STREET IMPROVEMENT PROJECT. Update on Public Works Workshop and Schedule Meeting for Wednesday, March 4, 2020 The Council and City staff held workshops on February 10 and February 19, 2020, for the purpose of discussing the facility needs of the Public Works Department. The City owned property, known as Irish Avenue Park, had been identified as a potential site for a new Public Works building. At the workshops, there was discussion of holding a neighborhood meeting to provide information and get feedback. City Administrator Bryan Bear informed Council that staff had scheduled a meeting with the residents to be held at Hugo City Hall in the Oneka Room on Wednesday, March 4, 2020, at 7 p.m. Weidt made motion, Petryk seconded, to schedule a meeting for Wednesday, March 4, 2020. All Ayes. Motion carried. Approve Resolution on Award of Contract for Elmcrest Avenue/Cedar Street Joint Improvement Project with Lino Lakes The City of Hugo and City of Lino Lakes had entered into a Joint Powers Agreement for improvements to Elmcrest Avenue in Hugo and Cedar Street in Lino Lakes. Bids were initially received on August 15, 2019, with the low bid of $777,551.60, but were rejected due to Hugo City Council Meeting Minutes for March 2, 2020 Page 7 of 9 unfavorable bid prices. The project was rebid, and bids were opened on Tuesday, January 28, 2020. Erichson presented a PowerPoint showing the project location and explained the City did some work on the City's street last fall, and paving needed to be done. There would be minor shouldering work and connections to existing driveways. Erichson talked about a culvert replacement that was not part of the bidding process. He explained that the Rice Creek Watershed District would be cleaning and lowering the elevation of some of the ditches, and the culvert would need to be at a different elevation, requiring culvert replacement be done prior to the road improvements. Also considered as part of the project was an alternate bid for utility extension for development of some property along Elmcrest, but the developer was no longer interested in doing that. Mark explained the engineer's estimate for the project was $733,757.20. There were six bids received ranging from $700,636.80 - $968,304.25, with the low bidder being North Valley, Inc. The estimate for Hugo's portion was $222,872.10, and the low bid was $206,286.07. Erichson pointed out the low bid amount from last fall was $211,959.80, so this was considerably lower. The Hugo bid also included $33,000 for the culvert replacement. Erichson recommend Council approve the resolution recommending the City of Lino Lakes award the contract to North Valley, Inc. Lino Lakes would be consider awarding the contract at its March 9th City Council meeting. Weidt asked about the $33,000 issued for the culvert. He questioned if it was being shared with or reimbursed by the RCWD. Erichson stated that it was the City's responsibility, but staff would continue to have conversations with the RCWD as they work on the ditch maintenance project. Miron asked how the project would be communicated to Hugo residents since Lino Lakes was managing the project. Erichson replied that once Lino Lakes awards the contract, the City would be involved in the preconstruction and would be sending out detailed information on the project to property owners. Petryk asked about the reputation of North Valley, and Erichson replied they are a very reputable contractor and do a lot of work in the community, most recently the Oneka Lake project. Klein questioned the safety of pedestrians on the road and asked if there were any accommodations being made for that. Erichson replied the roadway was currently 24' wide. There will be some shouldering done, and they will stripe the road a little narrower. Weidt made motion, Klein seconded. RESOLUTION NO. 2020 —14 RECEIVING BIDS AND RECOMMENDING LINO LAKES AWARD A CONTRACT TO NORTH VALLEY, INC. FOR THE EAST CEDAR STREET & 24TH AVENUE/ELMCREST AVENUE NORTH IMPROVEMENT PROJECT. All Ayes. Motion carried. Hugo City Council Meeting Minutes for March 2, 2020 Page 8 of 9 Discussion on City of Roseville's Request to Create Joint Powers Entity for Metro I -Net Services City Administrator Bryan Bear explained the City entered into an agreement with the City of Roseville in 2012 for Information Technology (IT) services for City Hall, Public Works, and the Hugo Fire Department. Hugo is a part of a group of 44 organizations in what is known as Roseville's Metro I -Net division which operates similar to an enterprise fund. Metro I -Net is under the organizational control of the City of Roseville's city manager and city council, and employees are City of Roseville employees. The IT director retired last fall, and a committee was established to discuss the future. A new organizational structure was being considered for Metro I -Net to be its own entity governed by a Metro I -Net Board of Directors. This would allow members more direct control over governance of Metro I -Net including costs, personnel, and policies. The City of Roseville was seeking commitments by the governing boards of its members to enter into a Metro I -Net Joint Powers Agreement before proceeding with formal agreements. The new Metro I -Net would be established in January, 2021. Staff had been receiving excellent service at a great value and recommended Council support the reorganization. Miron made motion, Klein seconded, to support reorganization of Metro I -Net into a standalone entity. All Ayes. Motion carried. Update on the Yellow Ribbon Network Council Members Chuck Haas and Phil Klein updated the Council recent activities of the Yellow Ribbon Network. A photos was shown of 500 pounds of donated items for their last packing event. There was also a photo of the group from Bald Eagle Sportsman Association, who served 242 burgers at February Burger Night, and a picture of 350 pounds of coffee donated by a southern Minnesota company to be sent as care packages. Emagine Theaters donated season passes to military families. Hugo Lion Jayne Hurt, who works at 3M, put together a care package event at her place of work. The 23rd Welcome Home Pheasant Hunt will take place on March 15, 2020. Listening Session by Carnelian Marine Watershed District Haas recalled last year talking about the Carnelian Marine Watershed District's responsibility to the residents when the district increased their taxes. Haas added this to the agenda to note that the CMWD had scheduled listening sessions for the property owners in the district. Presidential Nominating Primary on Tuesday, March 3, 2020 City Administrator Bryan Bear reminded Council the Presidential Nominating Primary would be held on Tuesday, March 3, 2020. All polling locations in Hugo will be open from 7 a.m. to 8 p.m. New Creations Child Care Open House on Thursday, March 5, 2020 City Administrator Bryan Bear informed Council that New Creations Child Care and Learning Hugo City Council Meeting Minutes for March 2, 2020 Page 9 of 9 Center was holding an Open House on Thursday, March 5, 2019 from 4-6:30 p.m. at their new location at 5448 140th Street North (former Kidzplace). Petryk made motion, Miron seconded, to schedule a meeting to attend the Open House at New Creations Child Care on Thursday, March 5, 2020. All Ayes. Motion carried. "Those Were The Days" Historical Commission Event on Thursday, March 19, 2020 City Administrator Bryan Bear informed Council the Hugo Historical Commission was holding a "Those Were the Days" event on Thursday, March 19, 2020, from 1-6 p.m. in the Oneka Room at Hugo City Hall. WBL School District Community Listening Session on Thursday, March 26, 2020 City Administrator Bryan Bear informed Council the White Bear Lake School District was holding a New Elementary School Community Listening Session on Thursday, March 26, 2020, at the Oneka Elementary School from 6-7 p.m. Cleanup Days on Saturday, April 11 and October 3, 2020 City Administrator Bryan Bear informed Council the Citywide cleanup was scheduled for Saturday, April 11 and October 3, 2020, at the Public Works building from 8 a.m. to noon. Kidz n' Biz on April 18, 2020 City Administrator Bryan Bear informed Council the Hugo Area Business Association was holding their annual Kidz n' Biz event on Saturday, April 18, 2020, from 11:00 a.m. to 2:00 p.m. at the Oneka Elementary School. Petryk made motion, Miron seconded, to schedule a meeting to attend the Kidz n' Biz event on Saturday, April 18, 2020. All Ayes. Motion carried. Adiourn Miron made motion, Klein seconded, to adjourn at 8:32 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk 1 www.ci.hugo.mn.u5 651-762-6300 Minutes HUGO CITY COUNCIL NEIGHBORHOOD METING ON PROPOSED PUBLIC WORKS FACILITY WEDNESDAY, MARCH 4, 2020 — 7:00 P.M. PRESENT: Klein, Miron, Petryk, Weidt ABSENT: Haas STAFF PRESENT: City Administrator Bryan Bear, Public Works Director Scott Anderson, The City held a neighbor meeting in the Oneka Room at City Hall on a potential new Public Works facility to be located on property known as Irish Avenue Park. City Administrator Bryan Bear began by providing background on the park informing residents it was once a gravel pit and the City had been in litigation with the owner/operator of the pit in 2008 to have the site reclaimed in accordance with the Conditional Use Permit. The City then purchased it in 2009 for $900,000. Public Works Director talked about the current Public Works facility explaining the need for expansion and the inability to accommodate long term needs beyond 15 years at its current location. He shared the study done on the construction of a brand new facility on 10-15 acres of the 125 acres owned by the City, which would better fit the City's needs. Residents shared their thoughts and asked questions, and they were encouraged to become involved in the future master planning of the park. Respectfully Submitted, Bryan J. Bear City Administrator 14654 Fitzgerald Avenue North • Hugo, MN 55038 PRESENT: Klein, Miron, Petryk, Weidt ABSENT: Haas Minutes HUGO CITY COUNCIL MEETING NEW CREATIONS OPEN HOUSE MARCH 5, 2020 New Creations Child Care and Learning Center held an Open House at their new facility located at 5488 140"' Street North. Kidzplace was formerly located on that site. The event was held from 4-6:30 p.m. Respectfully Submitted, Rachel Juba Community Development Director e= � The proposed 0.25% Local Option Sales Tax will be added to the current 0.25% tax for a total Washington County Local Sales tax rate of 0.5%. Proceeds from the tax can on- ly be used for: • Paying for building a specific transpor- tation project or improvement • Paying to build safe routes to school provided by state law Revenue generated from this tax will be used to construct, improve, and develop infrastructure in Washington County to support growth and economic develop- ment. The trave ing pu Pic will see the bene- fits almost immediately, as projects funded by the proceeds of this in- creased tax will be started right away. ■ The sales tax is a more progressive tax than property tax, and is not collected on items such as food or clothing, All of the money that is collected in Washington County will be spent in Washington County. As A �11 The proposed 0.25% Local Option Sales Tax will be added to the current 0.25% tax for a total Washington County Local Sales tax rate of 0.5%. Proceeds from the tax can on- ly be used for: • Paying for building a specific transpor- tation project or improvement • Paying to build safe routes to school provided by state law Revenue generated from this tax will be used to construct, improve, and develop infrastructure in Washington County to support growth and economic develop- ment. T11e traveling public will see the bene- fits almost immediately, as projects funded by the proceeds of this in- creased tax will be started right away. The sales tax is a more progressive tax than property tax, and is not collected on items such as food or clothing, All of the money that is collected in Washington County will be spent in v — Washington County. — owl The funding needs far roadways and transit to move people throughout the county exceed current local and state revenue sources. In- creasing the Local Option Sales Tax allows for investment in roads and bridges and reduces pressure on the county property tax to fund costly transportation projects. Washington County is committed to providing quality ser- vices through responsible leadership, innova- tion and the cooperation of dedicated people. Washington County was assigned a AAA bond rating by Moody's Investors Service and a AAA bond rating by Standard & Poor's in 2019, main- taining ratings that have been in effect for years. This shows Washington County's fiscal responsi- bility, and offers an assurance that it will use the funds generated by the tax responsibly. • titan counties, Washington County is 1 of 4 which does not have the Full 0.5% LasskQation Sales Tax implemented. 130,000 vehicles travel to and from Wisconsin through Washington County, the third fastest growing Minnesota county, every day. Many of these travelers buy taxable items in the county. This tax will be applicable to out-of-state con- sumers who use Washington County roadways. 1 ww.co.washington.mn.us/SalesTax �VR W%,14 The funding needs for roadways and transit to move people throughout the county exceed current local and state revenue sources. In- creasing the Local Option Sales Tax allows for investment in roads and bridges and reduces pressure on the county property tax to fund costly transportation projects. Washington County is committed to providing quality ser- vices through responsible leadership, innova- tion and the cooperation of dedicated people. AT s-ViN o * * 11 R M Washington County was assigned a AAA bond rating by Moody's Investors Service and a AAA bond rating by Standard & Poor's in 2019, main- taining ratings that have been in effect for years. This shows Washington County's fiscal responsi- bility, and offers an assurance that it will use the funds generated by the tax responsibly. an counties, Washington ich does not have the full Tales Tax implemented, N=P 130,000 vehicles travel to and from Wisconsin through Washington County, the third fastest growing Minnesota county, every day. Many of these travelers buy taxable items in the county. This tax will be applicable to out-of-state con- sumers who use Washington County roadways. lrw-ww.co.washington.mn.us/SalesTax Washington :^=County Road and Bridge Projects Local Option - Transportation Sales, Use and Excise Tax - Proposed Projects* updated - 02/02/2020 Road From To Proposed Work Length Cost Notes CSAH 15 CSAH 5 TH 36 New Roadway Alignment 0.70 $ 10,950,000 Current CIP - Not fully funded CR 50 TH 61 CSAH 15 Major Pavement Rehabilitation 6.04 $ 500,000 Not in CIP CR 57 CSAH 7 CSAH 4 Major Pavement Rehabilitation 7.00 $ 3,500,000 Not in CIP CR 65 CSAH 10 CSAH 14 Road Reconstruct 3.01 $ 9,350,000 Not in CIP CSAH 13 CSAH 6 CSAH 14 Road Reconstruct 0.43 $ 4,650,000 Current CIP CSAH 15 CSAH 7 Lynch Rd Major Pavement Rehabilitation 0.47 $ 1,800,000 Not in CIP CSAH 15 62nd St Intersection Improvement 0.25 $ 500,000 Not in CIP CSAH 15 CSAH 10 CSAH 14 Road Expansion 3.21 $ 13,950,000 Current CIP - 2022 Bond Project CSAH 15 TH 36 Interchange 1.00 $ 3,000,000 Current CIP - Not fully funded CSAH 19 Indian St. Intersection Improvement 0.25 $ 750,000 Not in CIP CSAH 24 Oren 59th New Roadway Alignment 0.17 $ 500,000 Current CIP - Not fully funded CSAH 18 CSAH 13 Woodlane Drive Road Expansion 1.00 $ 10,500,000 Current CIP - Not fully funded CSAH 3 170th 240th Major Pavement Rehabilitation 7.44 $ 4,200,000 Current CIP - Not fully funded South Highway Maintenance Facility New Transportation Facility NA $ 15,000,000 Current CIP - 2022 Bond Project TOTALS: 30.97 $ 79,150,000 *Project list does not represent project construction order or priority *List may change subject to Board action, matching fund availability (CSAH, Federal, City, Wheelage, etc) or other reasons Transit Projects Project Annual Operating cost Capital Cost Notes Gold Line Bus Rapid Transit $ 5,000,000 $ 115,000,000 Capital 2017, Operating 2024 Red Rock Corridor Bus Rapid Transit $ 8,000,000 $ 44,000,000 Capital TBD, Operating TBD Rush Line Bus Rapid Transit Extension TBD TBD TBD Highway 36 Transitway TBD TBD TBD Forest Lake Transit Station $ 60,000 N/A Newport Transit Station $ 60,000 N/A ( TOTALS:1 $ 13,120,000 15 159,000,000 ii *Project list does not represent project construction order or priority *List may change subject to Board action, matching fund availability (CSAH, Federal, City, Wheelage, etc) or other reasons hgton County Local Option - Transportation Sales, Use and Excise Tax Undated - nvrrm/mmn Items subject to Sales Tax Items NOT subject to Sales Tax (cont.) Admissions and Amusement Fees Direct Mail Delivery or Distribution Charges Aircraft Drugs Building Materials, Supplies and Equipment Farm Machinery Candy and soft drinks Feminine Hygiene Products Computer software Fire Safety Sprinkler Systems delivery charges Food Dietary Supplements Fundraising Sales Digital Products Health Products Fabrication labor Horse and Horse -Care Supplies Fur clothing Industrial Production Materials Grooming and hygiene products Instructional Materials Installation labor Interest of Finance Charges Lodging and related services Logging Equipment Meals and drinks Medical Equipment Motor vehicles Memberships (If Eligible) Off -Road Vehicles Mill Liners, Grinding Rods, and Grinding Balls for mining Pay Television Services Newspapers and Publications Prepaid telephone calling cards and recharging fees Occasional Sales (when exempt) Services Patent, Trademark, and Copyright Drawings and Documents Tobacco Products except Cigarettes Patient Meals Utilities Personal Computers and Refated Software for use in public schools Vending Machine Safes Petroleum products Pollution Control Equipment Items NOT subject to Sales Tax Poultry Feed Admission Tickets to School and Nonprofit Events Prizes for Games of Skill of Chance (Carnivals, Fairs, etc) Advertising Materials when shipped out of state Public Safety Radio Communication System Agricultural Items Repair Labor Air Cooling Equipment Residential Electricity and Natural Gas Airflight Equipment and Parts Residential Utilities Ambulances Pollution Control Equipment Aquaculture Equipment Sacramental Wine Baby Products Service Materials Bullet Resistant Body Armor School Meals Camp fees (when exempt) Ship Repair and Replacement Parts and Lubricants Caskets and Urns Ski Areas Cigarettes Solar Energy Systems Clothing Special Tooling Coin Operated Entertainment and Amusement Devices Telecommuniations and Pay Television Equipment Construction Labor Textbooks Construction Purchases Trade -In Allowances Converstion Costs to make a vehicle accessible Tree, Brush and Shrub Removal Court Reporter Transcripts TV Commerclais Crass -Country Ski Passes Unsweetened Water Custom Computer Software Used Mobile Homes Deliveries outside Minnesota Waste Management Containers and Compactors Detachable Tools (when exempt) Wi d Energy Conversion Systems Source - Minnesota Department of Revenue https://www.revenue.state.mn.us/sales-and-use-ta)4 City of Hugo Claims March 16, 2020 G. 1 Vendor Invoice Amount Description Department i low ACME Tools 7366541 $ 826.00 Shop Tools Public Works Advanced Graphix Inc 203612 $ 70.00 Decals - Unit #CV3 Fire Dept AVVR, Inc I INV-05515 1 $ 105.00 Screen for Movie Night Parks Dept Baker Tilly Municipal Advisors LLC I BTMA4250 $ 1,900.00 Arbitrage Compliance Report Finance Dept Baker Tilly Municipal Advisors LLC I BTMA4251 $ 750.00 Arbitrage Compliance Report Finance Dot Baker Tilly Municipal Advisors LLC BTMA4252 $ 750.00 Arbitrage Compliance Report Finance Dept Best Buy 68815 $ 246.95 SCADA Monitor Water & Sewer Best Buy 68815 $ 75.15 SCADA Monitor Mount _ Water & Sewer Best B j 68845 $ 300.64 SCADA Monitor Water & Sewer Best Buy 68845 $ (246.95) SCADA Monitor (Returned) Water & Sewer Bound Tree Medical LLC I E13501071 $ 19.00 Medical Supplies_ _ _ Fire Dept Bound Tree Medical LLC 1 83513493 $ 132.97 Medical Supplies Fire Dept Bound Tree Medical LLC 83513494 $ 25.94 Medical Supplies Fire Dept Bound Tree Medical LLC 83514908 $ 16.29 Medical Supplies Fire Dept Bronk & Sons Low Voltage Inc BASLV 4339 $ 336.00 Annual Monitoring of City, Hall Alarm System Gen Gov't Bldg_s Century Link 651 653-1154 $ 59.21 SCADA Lines Water & Sewer Century Link 651 429-3212 $ 68,34 Fire Station Phone Lines 1 Fire Dept Century Link 651 426-8763 $ 64.21 911 Emergency Line Administration City of Roseville 228609 $ _ 6,130.00 March Computer Service Various Comcast 2/5/2020 $ $ $ $ $ $ $ $ $ $ 2.25 Business Internet thru March 14) 154.67 Business Internet thru March 27) 551.32 Business Internet (March; 551.31 Business Internet (March) 222.73 Callout Fees & Mileage 8.02 Picture Processing (Walmart) 33,308,09 Foam System - Unit #L1 _ 16.06 DVD for Movie Night _ 132.00 TourdeHugo.com Website Hosting Mix) 60.00 Used Oil Filters Pick Up Fire Dept Fire Dept Administration Public) orks Animal Control Fire Dept Fire Dept Parks Dept Parks Dept Public Works Comcast 2/18/2020 Comcast 97359233 Comcast 97359233 Corlpanion Animal Control LLC I February Compton Jr, Jim CLAIM Custom Fire Apparatus Inc 0019483-IN Denaway Shayla CLAIM Denaway, Shayla CLAIM Filter Recycling Services LLC adj5640 Forest Lake Napa February $ 2,212.54 . Auto Parts and Shop Supplies Various Gene's Disposal Service Inc 373533�437.40 f February WasteHauling - PW Facility Public Works Gene's Disposal Service Inc 373533 $ $ 190.60 Februaaq Waste Hauling - Fire Station 85.10 February Waste Hauling - City Hall Fire De t Gen Gov't BIdds Gene's Disposal Service Inc 373533 02383303-00 Goodin Company $ 41.52 Hardware - Air Line Installation (FH) _ Fire Dept 20477 $ $ 102.60 February Service Charges 480.70 Utility Bill Mailing Water & Sewer Gopher State One Call _ Graphic Resources - 67370 Water & Sewer 67370 Graphic Resources $ 1,076.33 Utility Billing Envelopes Water & Sewer Graphic Resources 67370 67370 67612 16956 66633 $ $ $ $ $ 597.37 Utility Rate Change Inserts 992.75 Smart Irr` ation Controller Flyers 721.65 HFD Recruitment Postcards 31.50 Engraved Plates 55.00 Washbay Hardware Water & Sewer Water Utili Fire Dept _ Fire Dept Fire Dept Graphic Resources Graphic Resources Hisdahl Inc Hotsy Equipment of Minnesota Innovative Office Solutions LLC IN2890607 $ 62.68 Paper Trays & Tape Elections Innovative Office Solutions LLC IN2892357 $ 14.06 Dry Erase Board Public Works Innovative Office Solutions LLC IN2898541 IN2898541 IN2898541 $ $ $ 513.08 Toner Cartridges 311.32 File Folders & Post -Its 183.95 Toner Cartridges Building Inspections Administration Finance Dept Innovative Office Solutions LLC Innovative Office Solutions LLC Innovative Office Solutions LLC IN2898541 IN2898541 IN115554 February February February$ 12320094 820 4474 $ $ $ $ $ $ $ $ 151.76 Copy Paper 129,30 Toner Cartridges 560.00 Fireade Foam 4,829.00 Prosecution Fees (Flat Fee; 294.95 Disbursements Prosecution Costs 3,287.25 ,Civil Legal Fees - See Attached Breakdown 4,622,65 February Unleaded Gas & Diesel Purchases 9.98 Election Judge Training Supplies 7.69 Soft Drinks for Lobby Machine Administration Water & Sewer Fire Dot _ General Legal General Legal General Legal Various El ections Gen Gov't B_ Idgs Innovative Office Solutions LLC Jefferson Fire & Saf Inc Johnson/Turner Johnson/Turner Johnson/Turner Kath Fuel Oil Service Co. Knowla_ n's Super Markets Inc Knowlan's Super Markets Inc 'Landform 30238 $ 834.00 Victor Place Deposits Landform 30238 CLAIM 3371148 $ :_ $ $ 332.00 Hugo Gardens 32.48 Mileage 253.80 March Copier Service Payment D�osits Elections Administration Lindau, Michele Loffler Companies Inc Loffler Companies Inc 3371148 $ 200.00 Overage Charges iColor) Administration Marco INV7379543 $ 39.50 March Copier Maintenance . Building Inspections Menards 32904 Exam Fee R. istration Re istration $ $ $ $ 264.55 Pipe & Fittings - Air Line Installation (FH; 32.00 Water Operator Exam Fee - Neal Nelson 390.00 Collection System Op. Conference -Richard Kieffer 390.00 Collection System Op. Conference --Michael Loeffler Fire Dept Water Utility, Sewer Utili Sewer Utility Minnesota Department of Health Minnesota Pollution Control Agenc Minnesota Pollution Control Agency Minnesota Pollution Control Agency Registration $ 390.00 Collection System Op. Conference= Kraig Pettee Sewer Utility Minnesota State Fire Chiefs Assn 611 $ 100.00 2020 Membership_ Dues (1) Fire Dept Minnesota State Fire Chiefs Assn 611 $ _ 600.00 2020 Membership Dues( 10) Fire Dept Page 1 Vendor I Invoice MN Dept of Transportation P00010701 Municipal Code Corporation 339982 Press Publications 652512 Press Publications 659543_ + Press Publications _ 660551 i aanaaa D. D..k1in. *;i Ricoh USA, Inc Rihm Kenworth Toshiba Financial Services Toshiba Financial Services Toshiba Financial Services Tri-State Bobcat Verizon Wireless WSB & Associates Ziegler Inc Ziegler Total Claims for March 1 103365095 3045050G 3045050G� 5009268351 5009268351 5009268351 -4 E27856_ E28006 9848672565 City of Hugo Claims March 16, 2020 G. 1 Amount Description Department A �W $ 187.28 Concrete Inspections - 130th Street Imp Project Street Reconstruction $ 541.58 Supplement Pages City Clerk $ 278.92 Job Posting - Assistant Building fficial Building Inspections $ 23.50 Voting Equipment Testing Notice Elections $ 58.75 City Council Public Hearing Notice Ordinances/Proceedings $ 23.50 City Council S_2e2ial Meeting Notice _ Ordinances/Proceedings $ 123.18 Copier Lease Payment Public Works $ 26.01 Overage Charges Public Works $ 277.50 Parts - Unit #R1 Fire Dept $ 185.00 Parts - Unit #T1 Fire Dept $ 175.23 March Copier Lease Payment Fire Dept $ 6.89 Overage Charges (B & _ Fire Dept $ 32.18 Overage Charges (Color) Fire Dept $ 1,760.00 Chipper Rental (Tree Trimming) Street Dept $ 1,600.00 Chipper Rental (Tree Trimming) _ Street Dept $ 40.02 Cellular Phone Charges _Fire Dept $ 52,200.00 Engineering Fees - See Attached Breakdown Various $ 4,750.00 Backhoe Rental - Ditch Maintenance Stormwater Fund $ 950.00 Backhoe Rental - Ditch Maintenance (Credit] Stormwater Fund Page 2 JOHNSON�TUVER - LEGAL March 9, 2020 City of Hugo Attn: Ron Otkin 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Ron: Enclosed, please find our billing statements for the City of Hugo as of February 28, 2020. Below is a summary of the matter description, subtotal and total amount due and owing for the attached statements: MATTER MATTER I.D. SUBTOTAL Carpenter Property Purchase 12-2359-027 $85.50 Council Meetings 19-2359-052 $150.00 Deutsche Bank Litigation 17-2359-044 $112.50 General2020 20-2359-056 $2,013.75 Peltier Matter Water Tower #4 Prosecution TOTAL NOW DUE: 19-2359-054 12-2359-021 12-2359-024 $162.00 $763.50 $5,123.95 $8,411.20 Please feel free to contact me if you have any questions regarding the billing statements. Sincerely, JOHNSON/TURNER LEGAL David K. Snyder DKS/mah Enclosures 56 East Broadway Avenue, Suite 206, Forest Lake, MN 55025 / p 651.464.7292 / f 651.464.7348 Offices conveniently located throughout the metro area .johiisoiiturue+:com ca-3r�- vF macieos Project Budget Tracking For the period 1/1/2020-1/31/2020 WSB itaMProject Project Name Pro eat Manager Current Invoice Fee Type JTD Billed Budget Comments Client Invoice Reviewer HUGO -130th Street & Utility Improvement Project R-010892-000 I Kosclelak, Katie $ 1,064.51) Hourly Not to Exceed $ 476,640.25 $ 480,000.00 $ 5,750.00 Anderson, Scott Anderson, Scott HUGO - 2019 Bridge Inspections R-014574.000 lAlberg, Craig $ 810.00 $ 5,581.00 HUGO - 2019 JD2 Maintenance R•013932.000 f HUGO - 2020 Elmcrest Utility Extension R-015188-000 Eckies, Klayton $ 38.00 Hourly $ 39,291.26 $ 40,000.00 Anderson, Scott Youngqulet, Edward $ 7,753.56 Not to Exceed $ 25,730.50 $ 32,656.00 j Anderson, Scott HUGO - 2020 General Engineering Services HUGO - 2020 Goodview Avenue Improvement Project i R-015229.000 Erlchson, Mark $ 6,436.50 Hourly $ 6,436.50 $ Bear, Bryan R-014873.000 Keller, Kris $ 13,804.OD Hourly $ 72,589.00 $ 166,000.00 Anderson, Scott HUGO - 2020 LOU Services HUGO -Adelaide Landing 1st Addition Final Plat R-015340.000 Havrsnek, Anthony $ 2,241.00 Hourly $ 2,241.00 $ - Juba, Rachel R-010451-D00 IErichson, Mark $ 45.50 Hourly $ 39,609.50 $ i Escrow Juba, Rachel HUGO - Adelaide Landing 2nd Addition R-011681-000 Erichson, Mark $ 45.50 Hourly $ 45,606.25 $ Escrow Juba, Rachel HUGO -Adelaide Landing 3rd Addition R-013381-000 Erlchson, Mark $ 1,540.50 Hourly $ 32,799.75 $ - Escrow Juba, Rachel HUGO - Adelaide Landing 4th Addition HUGO - Adelaide Landing Sth Addition R-013866-000 lErichson, Mark $ 91.001 Hourly S 19,307.75 $ - Escrow Juba, Rachel R-015607-000 JErIchson, Mark $ 273.001 Hourly $ 273.00 $ - Escrow Juba, Rachel HUGO - Cattle House R-015525.000 Erlchson, Mark $ 615.50 Hourly $ 615.50 $ 1 Escrow Juba, Rachel HUGO - Hugo Propery Registration R-015358-000 Helder, Peter $ 4,429.00 Hourly $ 5,468.00 $ l T Juba, Rachel HUGO - Hugo Solar Site (Gregoire) R-010469-000 Havranek, Anthony Erlchson, Mark S 128.00 $ 1,829.75 Hourly Hourly $ 9,102.50 $ Escrow Juba, Rachel Juba, Rachel HUGO - Oneka Commons R-015407-000 $ 1,829.75 $ - Escrow HUGO - Rice Lake Reserve R-015057-000 Erlchson, Mark $ 182.00 Hourly S 7,634.50 $ Escrow Juba, Rachel HUGO - Victor Place R-015617-000 Erlchson, Mark $ 136.501 Hourly $ 136.50 $ JEscrow Juba, Rachel HUGO - Water Tower No. 4 0-O03288-190 Johnson, Greg $ 10,284.00 Hourly $ 300,817.75 $ 425,000.00 Anderson, Scott HUGO - Waters Edge 6th Addition HUGO - Waters Edge Phase 2 Stormwater Reuse HUGO - WBL Transportation Facility 0-003288-090 ENchson, Mark $ 273.00 Hourly $ 12,786.25 $ - Escrow Juba, Rachel R-013127-000 Theller, Raymond $ 90.00 Hourly S 89,886.60 $ 91,500.00 Anderson, Scott R-015498-000 Erlchson, Mark $ 89.251 Hourly $ 640.25 $ - Escrow Juba, Rachel Final Totals 1 $ 52,200.00 j 1 *Grant Appilcatlon(s)IPreliminary Design- Budget to be set once project Is known MINNESOTA LAWFUL GAMBLING L6220 Application for Exempt Permit An exempt permit may be Issued to a nonprofit organization that: • conducts lawful gambling on five or hewer days, and • awards less than $50,000 in prizes during a calendar year. If total raffle prize value for the calendar year will be $1,500 or less, contact the Licensing Specialist assigned to your county by calling 651-539-1900. ORGANIZATION INFORMATION Organization Name: White Bear Lacrosse Club_ Minnesota Tax ID Number, If any: Mailing Address: 4440 Lake Ave 11/17 Page 1 of 2 Application Pee (non-refundable) Applications are processed in the order received. If the application Is postmarked or received 30 days or more before the event, the application fee is $100; otherwise the fee is $150. Due to the high volume of exempt applications, payment of additional fees prior to 30 days before your event will not expedite service, nor are telephone requests for expedited service accepted. Previous Gambling Permit Number. X-94433-19-001 Federal Employer ID Number (FEIN), if any: 56-2542423 city: White Bear Lake state: MN — ZIP- 55110 _ — County: Washington Name of Chief Executive Officer (CEO): _Stephanie Peterson CEO Daytime Phone: 651 271 7955 CEO Email: j ephanie33@live.cDm _ (Permit will be emailed to this email address unless otherwise indicated below) Email permit to (if other than the CEO): jadon.oliila@im pacturn .Com NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious Veterans Other Nonprofit Organization Attach a copy of one of the following showing proof of _ nonprofit status-. (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) aA current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos State mn us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 IRS income tax exemption (501(c)) letter in your organization's name Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the foilowing : 1. IRS fetter showing your parent organization is a nonprofit 501(c) organization with a group ruling; and 2. the charter or letter From your parent o1 ganlzaUon recognizing your organization as a subordinate. GAMOUNG PREMISES INFORMATION Name "'F premisft where the gambling event will be conducted (for raffles, list the site where the drawing will take place): Hugo American Legion_ _ Physical Address (do not use P.O. box): Check one: 0 city. _ — — — --- — — Zip:.55038 [� Township: County: Washin t n County: _ Date(s) of activity (for raffles, indicate the date of the drawing): April 19th Check each type of gambling activity that your organization will c duct: MBingo F-1 paddlewheels M pull -Tabs � T+pboards Raffle Gambling equipment for bingo paper, bingo boards, raffle boards from a distributor licensed by the otherMinnesota Gambling Control BoardpaEXCEPTION Bingo �� raids and bingo ball obtaaine devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor., go tselection o www.mn.gov/gcb and click on Distribrtrs under the List of Licensees tab, or call 651-539-1900. L6220 Application ffor Exempt Permit LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required #>�fore submitting a f(cation u�i, Page 2 of 2 the Minnesota Gambling Control Board) 9 PP to CITY APPROVAL for a gambling premisesTnod COUNTY APPROVAL located within city limits�' d gambling Premises The application is acknowledged with no wain WcOWd in a township application is acknowledged with no waking The application is acknowledged with a 30-day wpew Period, and allows the Board to issue a permit aftication is a�wledged with a 30-day waiting (60 days for a 1st class city). nd allows theBoard to issue a. Permit after The application is denied.Print City Name: CEO+ of Hu�C p cation is denied - Print - - - - - - - Print County Name: -- Signature of City Personnel /� Signature of County Personnel: Title: —CC C1 Date:- 3 Z - - emu% U Title: Date:_ TOWMMIP (if required by the county) - - - - - on behalf of the township, I acknowledge that the organization The city or county must sign before is applying o hi rxempted gambling activity within the township limits' P statutory authority to approve or submitting application to the deny an application, per Minn. Statutes, section 349.213.) fGambling Control Board. Print Township Name: Signature of Township Officer; ` - - Title: _---------� CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) _ Date: The information provided in this application is complete and accurate lb,the nest of my knowledge, I acknowledge that the financial report will be completed and returned td the Board within 30 days of t}r� eves date. Chief Executive Officer's Signature: (Signatur must be CEOssign atur�; tijmee may oar9n) Date: 31�020 Print Name: Stephanie Peterson REQUIREMENTS MAIL APPLICATION AND ATTACHME complete a separate application loran NTS • all gambling conducted on two or more consecutive days; or Mail application wiiifn • all gambling conducted on one day, a copy of Your of nonprofit stains; and Only one application Is required if one or more raffle drawings are application fee (r�n-refundable). If the application is conducted on the same day. Postmarked or received 30 days or more before the event, Financial report to be completed within 30 d the application fee is $100; otherwise the fee is $150, gambillng activity is done: aYs after the Make check payable to State of Minnesota. A financial report form will be mailed with your permit. complete TO: Minnesota Gambling Control Board and return the financial report form to the Gambling Control 1711 West County Road B, Suite 300 South Board. Roseville, MN 55113 Your organization must keep all exempt records and reports for questions?3-1/2 years (Minn. Statutes, section 349.166, subd. 2 Can the ticenstng Section of the Gambling Control Board at (�)- 651-539-1900. Data privacy notice: The information requested application, on this form Your liand any attachments) will be used address will be PublicInformationInformation when received merit of Public 5a nization's name and by the Gambling Control Board Board to �% Attorney General; determine your arganizatiori's qualifications to b the Board. Commissioners of Administration, Minnesota about rnfiurmaniza provided will Management & Budget, and Revenue; Leglsiative be involved in lawful gambling activities in tlour organization until me Au�ar, national and international gambling Minnesota. Your Board issues the permit, When fire Board issues refuse to supply the organization howeverigr, if pu permit, an inforrrra€ion provided will beo:theavr� order; OMeragndividu s and agencies to court Your organization refuses to supply this l�nforrti�rratlan Board does not issue a permit, all authorised by state or federal law to the ace information, the Board may not be able to °�� remain private, with the to the ized by slat individuals and agencies for determine your organization s qualifications and, exception i your argaain Public name and Mich taw ar legal order authorizes a new use or as a consequence, may refuse to issue a address which wilt rerrein public Private data If our organization permit' about Your Organization are available to Board sha€ ng of Warntation after this notice was y d, supplies the information members,Board staff given; and anyone with your written consent. requested, the Board will be able to process the access to the in whose work requires formation: M#irresota's Depart- - This form coil! be made available in alternative format (i.e. large print, braille) upon request An a-1 ° ity employer �r CITY OF EST.1906 Special Event Permit - Memorandum r� To: Hugo City Council From: City Clerk Michele Lindau Date: March 9, 2020, for Council Meeting on March 16, 2020 Re: New Life Church Spring and Fall Events 1. BACKGROUND: A Special Event Permit application has been submitted by David Streitz on behalf of New Life Church to hold outdoor events on Sunday, June 14th and Sunday, October 4th on their property at 6000 148th Street North. A Special Event Permit is required because they are using an amplified system during the event. 2. DESCRIPTION OF EVENT: The June 14, 2020, event will be a free outdoor service held from 9-10:30 a.m. followed by a picnic from noon-4 p.m. Approximately 100 people are expected to attend. The event will include a potluck and games. Amplified sound will be used for the service and possibly for games during the picnic. There may also be a few small canopy tents set up for the event. The October 4, 2020, event will be a free outdoor gathering from 2-5:30 p.m. that will include a small band, hayrides, outdoor games, and possibly an inflatable bounce tent. There may also be a few small canopy tents set up for the event. 3. CONDITIONS: The applicant has provided the City the completed permit, signed Hold Harmless Agreement, and permit fees. In accordance with this permit, the applicant shall conduct the event as described on their application. The City reserves the right to cancel the event if there is a concern for the health, safety, and/or welfare of attendees. This includes weather related occurrences and public health emergencies. 4. CONCLUSION/RECOMMENDATION: New Life Church has held this event in previous years with no impact to the health, safety, or welfare of Hugo residents or visitors. Staff recommends Council approve the Special Event Permit. The event as described has been approved by the Hugo City Council on March 16, 2020 Michele Lindau, City Clerk Date or i CITY OF EST. 1906 14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us 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: David Streitz Address 10640 170th St. N. Phone_ _ City Hugo State MN Zip 55038 Cell 651-247-7442 Email stre2dav@gmail.com Signature of Applicant Event Information Type of Event Outdoor service and picnic Address: 6000 N. 148th St. Hugo, MN 55038 Property Owner/Manager: Contact Person: New Life Church Address 6000 N. 148th St. Phone 651-429-1975 Cell 3/09/2020 Date: 6/14/2020 ity Hugo State MN Zip 55038 Email revheinecke@gmail.com 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. The event will be an outdoor service from 9:00-10:30, followed by a picnic from 12:00-4:00. We expect around 100 people to attend and there will be amplified sound for the service and picnic games. Food will be provided as a potluck. No alcohol will be served. No fees will be collected. 1 or 2 small canopy tents may be used. No balloons, signs or banners. The location on the property will be well away from the public street. Anything else not mentioned from the list of requested information is not applicable. For Office Use Only Fee Paid / VpA Date wtiy- - ux..,/ f4el/ Yr`� � ❑Yes ❑ No ❑Yes with conditions below City Council Meeting Date Clerk Signature Conditions: f C1_TY OF 1UG0 R__ EST. 1906 14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us 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: David Streitz Address 10640 170th St. N. City Hugo State MN Zip 55038 Phone cell651-247-7442 Emailstre2dav@gmail.com Signature of Applicant. Event Information Type of Event Fall Festival Address: 6000 N. 148th St. Hugo, MN 55038 Property Owner/Manager: Contact Person: New Life Church Date 3/09/2020 Date: 10/04/2020 Address 6000 N. 148th St. City Hugo State MN Zip 55038 Phone 651-429-1975 Cell Email revheinecke@gmail.com 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. The event will be an outdoor gathering from 2:00-5:30. We expect around 100 people to attend and there will be amplified sound for a small band. The event will include hay rides around the property as well as outdoor games (possibly a bounce house). No alcohol will be served. No fees will be collected. 1 or 2 small canopy tents may be used. No balloons, signs or banners. The location on the property will be well away from the public street. Anything else not mentioned from the list of requested information is not applicable. For Office Use Only ``,, Fee Paid 9_75 •vb Date 3'G L- Z, b Z 0 ❑Yes ❑ No ❑Yes with conditions below City Council Meeting Date. Conditions: Clerk Signature it CITY OF EST. 1906 - —�� Special Event Permit - Memorandum To: City Administrator Bryan Bear From: City Clerk Michele Lindau Date: March 9, 2020, for the City Council Meeting March 16, 2020 Re: Blue Heron Grill Tent Party on June 19 and 20, 2020 1. BACKGROUND: The Blue Heron Bar and Grill, 14725 Victor Hugo Boulevard, has applied for a Special Event Permit for their annual outdoor tent party to be held on Friday, June 19, and Saturday, June 20, 2020. A Special Event Permit approved by Council is necessary because alcohol will be sold outdoors, approximately 500 people are expected to attend, it will extend after dark, and there will be amplified music. This event has been held for the past seven years and there have been no issues in recent years. 2. DESCRIPTION OF EVENT: The event will consist a band playing each night from 8:30-midnight. The music will be outdoors in a tent adjacent to the west entrance of the building. There is a $10-12 admission fee. A bean bag tournament will be held during the day on Saturday. Alcohol will be sold and served in the tent area. The event is outlined in detail below. Parking The event tent will occupy a portion of the Blue Heron parking lot. The Blue Heron also has a shared parking agreement with the property to the north occupied by Festival Foods and adjacent businesses in the Victor Gardens North Village shopping center. Blue Heron Assistant General Manager Amy Lindberg will contact the property owner regarding the use of the lot and agreed to leave several rows in front of Festival Foods open during their business hours. Blue Heron will have private security patrolling the parking lot during the event. The Ideal Credit Union and the Health Partners Clinic have also agreed to allow parking in their lots after business hours. A cleanup crew will be in the parking areas between 6-8 a.m. both Saturday and Sunday morning to pick up any litter. Stage Structure and Tents A 140' X 40' tent will be rented and installed by a professional company. The tent will be of fire retardant material, and no smoking will be permitted inside the tent. The stage, lights, and sound will also be set up by professionals who will assist in determining the best configuration to control the sound and lights away from adjacent properties. • Bathroom facilities/waste management The applicant will be renting additional porta-potties that will be located between the building and tent area. There will also be access to the bathrooms inside the building. Garbage receptacles shall be regularly emptied and the event site kept clear of debris. The Blue Heron's current refuse hauler will provide additional dumpsters for the event. Food and Liquor No food will be prepared in the tent area but will be available inside the building. There will be a cover charge to get in, and patrons must show proper I.D. and will be given wrist bands. The entrance/exit will be monitored by hired security to ensure no alcohol leaves the area. The applicant will be contacting local cab companies, providing sober ride contact information to patrons, and encouraging designated drivers. Sober rides were given last year with good success. Security The Blue Heron has hired a security company, Security Specialists, to work the tent area. Eight security guards will work in overlapping 5-8 hour shifts with the most coverage during the peak evening hours. The Blue Heron will also have two Washington County Deputies on site from 10:30 p.m. — 2:30 a.m. 3. REQUIREMENTS: The City reserves the right to cancel the event if there is a concern for the health, safety, and/or welfare of attendees. This includes weather related occurrences and public health emergencies. 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 herein and meet the following conditions: Prior to the Event l . The applicant will provide a Certificate of Liability Insurance showing the City of Hugo as additionally insured for this event. 2. The applicant will receive permission from Ideal Credit Union and Health Partners for parking on their sites. 3. The applicant will post signs prohibiting parking in front of Festival Foods and adjacent businesses during business hours. 4. The applicant will notify adjacent business owners of the event. 5. The stage will be placed according to the attached site plan to minimize noise to neighboring properties. 6. The applicant will contact Washington County Deputies to schedule deputies to work the event. During the Event 7. The applicant shall conduct the event in accordance with the approved plans submitted with the application. 8. The applicant shall comply with all applicable federal, state, and local laws, rules, regulations, and ordinances. 9. Parking area will be monitored, and parking attendants will direct traffic to approved locations. 10. Security will be posted at all entrances/exits to ensure no alcohol leaves the tent area. 11. All activities associated with the outdoor stage performances and amplified sound shall end by midnight both nights. 12. Cleanup crews will remove all litter from the parking area on Saturday and Sunday morning at 6 a.m. 13. Garbage receptacles shall be regularly emptied and the event site kept clear of debris. 14. Two Washington County Deputies will be present between the hours of 10:30 p.m. to 2:30 a.m. both nights. After the Event 15. All signage will be removed immediately after, and temporary structures placed on the property for this event will be removed by the end of the day on Monday, June 22"d. All trash will be removed from the site, including all parking areas. 4. CONCLUSION/RECOMMENDATION: The City and Washington County Sheriff's Office have worked with the Blue Heron to address potential impacts to the health, safety, and welfare of the residents of Hugo and participants of this event. Staff recommends Council approve the Special Event Permit for outdoor concerts at the Blue Heron on Friday and Saturday night, June 19 and 20, 2020, subject to the conditions in this memo. Minor changes to this permit may be approved by City staff. Changes staff deems to be significant will require Council review and approval. The event as described has been approved by the Hugo City Council on March 16, 2020. Michele Lindau, City Clerk Date CITY CIF 14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us EST. 1906 Special Event Permit Application Procedures for processing special event permits are found in Hugo City Code Chapter 90, Section 90-3Z2. 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 Phone Cel Signature of Applicant_ Event Information Type of EventLI_7lrr Address: J Property Owner/Manager: Contact Person: ( IJIVI/I UV(I_6 7 City 7 ff State M zip ' Email "I / Date: (0 I - -i IO1-0 Address f )xo— VI G Hv) f2A'� J City State �'� zip �Y Phone 2`7� '� I P Cell kJ-Y90 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. Gil i` I nOti �i 1 ry-� J -r P"d U i" O Lr 5 io P 1 L� For Office Use Only Fee Paid 75 ❑Yes ❑ No Date 2 7 / -7_6 z ❑Yes with conditions below City Council Meeting Date Conditions: Clerk Signatu ALL THE FOLLOWING INFORMATION MUST BE SUBMITTED. Description of the Special Event and a list of all activities to take place at the Special Event. The written description shall include all of the following information: • Estimated number of persons to attend. ,r5CXD • Duration of the special event, including beginning and ending times. • Any public health plans, including supplying water tothe site, solid waste collections and provisions of toilet facilities, if applicable. ri ffvh SDi � ` `s PYf75X • Any fire prevention and emergency medical services plans, if applicable. h),-- • Any security plans, if applicable. (-YCt,LjgJj( + -r Z)(--C CAt VX-,4, • � • OTLiz'S • The admission fee, donation or other consideration to be charged or requested for admission, if applicable. ��r_�� • Whether food or alcohol will be served or sold at the event. OCcko l "oy- �- • A detailed description of all public right-of-way and private streets for which the applicant requests the city to restrict or alter normal parking, vehicular traffic or pedestrian traffic patterns, the nature A "' of such restrictions or alterations, parking and traffic management plan will be required if applicable. • A description of any services, city personnel, city equipment and city property which the applicant requests the city to provide, including the applicant's estimate of the number and type needed, and the basis on which the estimate is made. • Whether any sound amplification or public address system will be used or if there will be any playing of any music or musical instruments. -'"t�; -, *u— QA-�' 4 • Whether any tents or structures will be used IT en-r w� n I fv, • Wheth f6signs, banners, or balloons will be used. A statement signed by the applicant either agreeing to pay all fees and meet all other requirements of this section, or representing to the city that the applicant is duly authorized to make such agreement on behalf of the person or organization holding or sponsoring the Special Event Applicant signature and property owner's signature, if different from applicant Any other information requested by the City deemed reasonably necessary in order to determine the nature of the Special Event and the extent of any Special Services required. rZLThe applicant shall sign a hold harmless agreement for the City for any accidents or damages U caused by the event. Events subject to City Council approval: 1. Any event that serves alcohol. 2. Any event that expects over 200 people in attendance. 3. Any event that will include live or amplified music or sound 4. Any event that will extend after dusk. S. Any event proposed in the same calendar year as two preceding events on the same property. f I El IQ a Hold Harmless Agreement The Owner and Permit holder shall hold harmless, indemnify and defend the City of Hugo, its employees, agents, independent contractors and insurers from all claims, demands, suits, damages including reasonable attorneys fees incurred by the City, which arise from or relate to the Owner and Permit holder's activities whether or not suit is commenced. er i e Date Permit Holder Signature Date RESOLUTION 2020- APPROVING A COMPRHENSIVE PLAN AMENDMENT CHANGING TEXT ON TABLE 4-11 EXISTING HOUSING NEEDS IMPLEMENTATION TOOLS IN CHAPTER 4 HOUSING PLAN WHEREAS, in order to be fully consistent with the Metropolitan Councils Housing Policy and for the City to remain eligible for Livable Community Grant Funds, Chapter 4 Housing Plan of the 2040 Comprehensive Plan needs to address all widely known housing tools; WHEREAS, the City of Hugo has revised Table 4-11 Existing Housing Needs Implementation Tools to add language that the City will consider opportunities with the 4d Tax Program, Preservation of Naturally Occurring Affordable Housing (NOAH), and Preservation of Existing Manufactured Housing; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve a Comprehensive Plan Amendment changing text on Table 4-11 Table 4-11 Existing Housing Needs Implementation Tools in Chapter 4 Housing Plan. ADOPTED by the City Council this 16ffi day of March, 2020 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk Table 4-11 Existing Housing Needs Implementation Tools ToolsIdentified Need Available Maintain, manage and preserve Rental Housing We would consider the development of a rental housing licensing program to enforce life safety and other minimum housing standards existing housing stock Registration Program for all rental units in the City. Small Cities Development Grant On a case -by -case basis, the City will evaluate whether this program is appropriate to assist with residential rehabilitation in targeted areas of the community where the housing stock is older and in need of rehabilitation. We will coordinate with the Washington County CDA to best align their resources with this stated need. These programs include Washington County Community Housing Choice Vouchers, Metropolitan Housing Opportunity Program (MHOP), Bridges I & II, Long Term Homelessness, and Development Agency (CDA) Family Self Sufficiency (FSS), Gap Financing for Redevelopment and Rental and Owner Occupied Housing (GROW) and other programs that the CDA provides for community development. Local Funding Sources We will explore and promote programs offered through the Twin Cities Habitat for Humanity, Minnesota Housing and Finance Agency, and USDA Rural Development for residential rehabilitation. 4d Tax Program We will consider the possible use of a 4d affordable housing incentive program to preserve affordable housing in the City by providing tax reductions to property owners to provide affordable housing. Provide access to public programs and financial programs Senior Housing Expand housing options Preservation of Naturall Occuring Affordable Housing NOAH Preservation of Existina Manufactured Housing Washington County CDA Referrals Tax Increment Financing Washington County CDA Referrals City Ordinance Allocation of Affordable Housing Guiding land at densities Need below 30% AMI supporting affordable housing Washington County CDA Tax Increment Financing Tax Abatement Local Funding Sources Local Funding Resources: HOME ivD 2040 COMPREHENSIVE PLAN UPDATE We will consider opportunities to partner with local NOAH preservation organizations to preserve affordable housing_ We will consider measures to support and protect existing manufactured housing_ We will coordinate with the Washington County CDA to best align their resources with this stated need. We will review and update our reference procedures and training to applicable staff by 2025 to ensure we have the ability to refer residents to any applicable housing programs outside the scope of our services. The City will consider TIF for housing development. We will coordinate with the Washington County CDA to best align their resources with this stated need. We will review and update our reference procedures and training to applicable staff by 2025 to ensure we have the ability to refer residents to any applicable housing programs outside the scope of our services. We will review our Zoning and Subdivision Ordinances by 2021 to ensure regulations allow the construction of a variety of housing types. The City has guided land at densities to support affordable housing. See Future Land Use Plan We will coordinate with the Washington County CDA to best align their resources with this stated need. The City will consider using TIF for housing development. The City may consider Tax Abatement for this use. We would consider supporting/sponsoring an application to the Livable Communities Account program for multi -family rental proposals with units suitable for large families, and in areas guided for high density residential. We would consider, on a case by case basis, the possibility on an application for HOME funds to address this housing type. HOUSING 101 Existing Housing Needs Implementation Tools, Continued �oeiiTea■\ee4Avaiiame imsi -sequence • Allocation of Affordable Housing Super RFP We would consider supporting/sponsoring an application to Super RFP programs for this use in the highest density locations of our Need below 30 /o AMI continued Future Land Use Map. Housing Bonds Site Assembly Allocation of Affordable Housing Guiding land at densities Need between 31 % and 50% AM supporting affordable housing Washington County CDA Tax Increment Financing Tax Abatement We would consider issuing Housing Bonds to support this housing type in our highest density locations of our Future Land Use Map. We would consider supporting/sponsoring an environmental clean-up grant application for this use. See Future Land Use Plan We will coordinate with the Washington County CDA to best align their resources with this stated need. It is unlikely the City will use TIF for housing development. It is unlikely the City will support Tax Abatement for this use. Local Funding Sources We would consider supporting/sponsoring an application to the Livable Communities Account program for multi -family rental proposals with units suitable for large families, and in areas guided for high density residential. Local Funding Resources: HOME We would consider, on a case by case basis, the possibility on an application for HOME funds to address this housing type. Super RFP We would consider supporting/sponsoring an application to Super RFP programs for this use in the highest density locations of our Future Land Use Map. Housing Bonds We would consider issuing Housing Bonds to support this housing type in our highest density locations of our Future Land Use Map. Site Assembly We would consider supporting/sponsoring an environmental clean-up grant application for this use. Allocation of Affordable Housing Guiding land at densities Need between 51 % and 80% AM supporting affordable housing Washington County CDA Tax Increment Financing Tax Abatement See Future Land Use Plan We will coordinate with the Washington County CDA to best align their resources with this stated need. It is unlikely the City will use TIF for housing development. It is unlikely the City will support Tax Abatement for this use. Local Funding Sources We would consider supporting/sponsoring an application to the Livable Communities Account program for multi -family rental proposals with units suitable for large families, and in areas guided for high density residential. Local Funding Resources: HOME We would consider, on a case by case basis, the possibility on an application for HOME funds to address this housing type. Super RFP We would consider supporting/sponsoring an application to Super RFP programs for this use in the highest density locations of our Future Land Use Map. Housing Bonds We would consider issuing Housing Bonds to support this housing type in our highest density locations of our Future Land Use Map. Site Assembly We would consider supporting/sponsoring an environmental clean-up grant application for this use. Lot Inventory Guiding land for a variety of See Future Land Use Plan residential development City Ordinance We will review our Zoning and Subdivision Ordinances by 2021 to ensure regulations allow the construction of a variety of housing types. Development Processes We will review development processes by 2021 to ensure development applications are processed in a fair and timely manner. ivD 2040 COMPREHENSIVE PLAN UPDATE HOUSING 102 Agenda Number H.1 and I.1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: OP5 Adelaide, LLC (Excelsior Group). Outlot B, Adelaide Landing 41h Addition Easement Vacation — Public Hearing Adelaide Landing 5th Addition Final Plat and Development Agreement DATE: March 11, 2020, for the City Council Meeting of March 16, 2020. Review Deadline (60-days): March 23 ,2020 1. PROPOSED MOTION: Move approval of the attached notice vacating the drainage and utility easements located over all of Outlot B, Adelaide Landing 41h Addition. Move to approve the resolution approving the Final Plat for Adelaide Landing 51h Addition. Approval of the Final Plat requires a 315 vote of the City Council. 2. DESCRIPTION OF REQUEST: The applicant is requesting a vacation of the existing drainage and utility easement located over Outlot B, Adelaide Landing 41h Addition. Outlot B will be used for the development of Adelaide Landing 51h Addition and other future phases. New drainage and utility easements will be placed on the lots at the time the final plat is recorded. Staff is comfortable with the applicants request to vacate the drainage and utility easements. The applicant is requesting approval of a final plat in order to plat 79 lots and 3 outlots on a parcel located east of Highway 61 and north of 1301h Street, which will develop a portion of Outlot B Adelaide Landing 4th Addition. The site is currently vacant. Adelaide Landing 5th Addition Final Plat and Development Agreement Page 2 3. BACKGROUND: The City Council reviewed the preliminary plat and PUD for Adelaide Landing at its May 1, 2017, meeting. At its October 2, 2017, meeting the City Council approved the final plat for the first phase of the development consisting of 81 residential lots. At its May 7, 2018, meeting the City Council approved the final plat for Adelaide Landing 2nd Addition consisting of 70 residential lots. At its January 4, 2019, meeting the City Council approved the final Plat for Adelaide Landing 3rd Addition consisting of 22 residential lots. At its May 6, 2019, meeting the City Council approved a PUD Amendment for the project to add 5 residential lots and to revised the 70 foot wide lots to 65 foot wide lots. At its June 3, 2019, meeting the City Council approved a final plat for Adelaide Landing 4th Addition that consisting of 20 residential lots. At its January 6, 2020, meeting the City Council approved a PUD Amendment to allows for a reduced side yard setback for the 50 foot wide Villa Lots proposed on the north side of the development. This final plat request will plat 79 additional lots from the Adelaide Landing preliminary plat. The lots meet the minimum lot standards and requirements outlined in the regulations for the Adelaide Landing PUD. The park dedication requirement will be met by fee for a total of $89,112 ($1,128 per unit). The park dedication fee is reduced to accommodate for a portion of the land that was dedicated for the public park in the development. The developer has been meeting with the Parks Commission in regards to improvements to the park. The developer has installed the parking lot that is proposed with the preliminary plat and PUD. The Parks Commission made a recommendation for approval of a park layout and the details of the improvements proposed by the developer. The Parks Commission's CIP includes an item for park improvements in the Adelaide Landing development this year. The improvements will include parking lots, playground equipment, a park shelter, and other associated park elements. 4. RECOMMENDATION: Staff recommends that the City Council approve the notice to vacate the drainage and utility easement located over Outlot B, Adelaide Landing 4th Addition. Staff recommends approval the resolution approving the Final Plat and Development Agreement for Adelaide Landing 5th Addition. ATTACHMENTS: a) Location Map b) Notice vacating the drainage and utility easement a. Exhibit c) Resolution Approving the Final Plat d) Engineer's Memo dated March 11, 2020 e) Draft Development Agreement f) Phasing Plan dated February 21, 2019, received by the City on October 11, 2019 g) Final Plat Graphics stamp dated March 2, 2020 h) Landscape Plan dated January 23, 2020 i) Final Plat Construction Plans a. Grading: dated October 2, 2018, revised March 11, 2020 Adelaide Landing 5th Addition Final Plat and Development Agreement Page 3 b. Utilities and Streets: dated January 9, 2020, revised January 14, 2020 I St=S}rapmmakxn - ay _ 1Oth Lane h 30th street rive North', 0y�rtrail N°h 128th Street North 127tti Street N Roads 1 1264reet North r Hugo Bor � t�� i_. A 5j.h.Lzne.N. I AL _Parcel Bi NOTICE OF COMPLETION OF VACATION PROCEEDINGS FOR THE VACATION OF A DRAINAGE AND UTILITY EASEMENT OVER OUTLOT B, ADELAIDE LANDING 4th ADDITION PLEASE TAKE NOTICE that the City Council for the City of Hugo has, on the 16th day of March, 2020, completed the proceedings for the vacation of the Drainage and Utility Easement on property legally described as follows: Outlot B, Adelaide Landing 41h Addition, Washington County, Minnesota. Dated this 16th day of March, 2020. Bryan Bear, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2019, before me, a Notary Public, personally appeared BRYAN BEAR, City Administrator 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 BRYAN BEAR, City Administrator, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public This Instrument was drafted by: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 �W O a � w N O t� N � oo� 9 -� Lo 74 74 tu LO U ol JJ1� o RESOLUTION 2020- APPROVING A FINAL PLAT AND DEVLEOPMENT AGREEMENT FOR OP5 ADELAIDE, LLC FOR ADELAIDE LANDING 5th ADDITION WHEREAS, OP5 Adelaide, LLC, has requested approval of a final plat for the property legally described as follows: Outlot B, Adelaide Landing 41h Addition WHEREAS, the Planning Commission has reviewed the preliminary plat and PUD at a duly called public hearing and recommended approval of the preliminary plat and PUD; and WHEREAS, the City Council approved the preliminary plat and PUD at its meeting on May 1, 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 OP5 Adelaide, LLC, for a final plat, subject to the following conditions: 1. The final plat is approved to allow the creation of 79 single family lots and 3 outlots, in accordance with the plans and application received by the City on January 23, 2020, and March 2, 2020, except as amended by this resolution. 2. The development shall substantially comply with all plans and conditions of the PUD and preliminary plat approval granted by the City on May 1, 2017 and PUD Amendment on May 6, 2019 and January 6, 2020. 3. Development standards shall comply with Resolution 2017-10, 2017-11, 2019-21, and 2020-3, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer's memo dated March 11, 2020, and revisions required in "redlined" comments from the City Engineer. 5. Outlot use and ownership: a) Outlot A is proposed for stormwater management, wetland, and a portion is a ditch. The outlot will be deeded to the City with the recording of the final plat. b) Outlot B is proposed for stormwater management and includes wetlands. The outlot will be deeded to the City with the recording of the final plat. c) Outlot C is proposed for future development of the site and will retain the ownership of the developer. 6. The developer shall design and install a stormwater re -use system for irrigation of the individual lots. Resolution 2020- Adelaide Landing 51 Addition Final Plat and Development Agreement 7. The developer shall establish a property owners association for the development to own/operate/maintain common elements, landscaping, and the water re -use system. All landscaping within the right-of-way in the street islands is to be installed by the developer and maintained by the property owners association. The property owners association documents shall be reviewed and approved by staff prior to recording the plat. 8. The plat shall comply with the City's street naming system. 9. The landscaping planned for the plat shall be installed in one phase. The developer shall take proper precautions to protect the trees as the homes are being built. 10. Each home shall include a minimum of 2 parking spaces within the driveway. The driveway widths shall be a maximum of 24 feet at the right of way line. 11. Staff will continue to work with the applicant on the street lighting plan. Exact locations of the street lights shall be reviewed and approved by staff prior to installation. 12. The developer shall obtain all necessary local, state, and federal permits. 13. Prior to recording the final plat: a) The developer must obtain all necessary stormwater management and wetland conservation act (WCA) permits from the City and other agencies. b) The developer shall pay $89,112 ($1,128 per unit) in full to satisfy the required cash in lieu of parkland dedication requirement. c) The developer shall pay the sewer and water trunk fees for each lot at final plat. The City's SAC and WAC fees will be paid at the time building permits issued. d) The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. e) The street names shall be included on all sheets of the final plat. f) The grading plan shall be revised to exclude grading that is shown along the eastern portion of the plat. Additional information is required for that are in regards to ensuring that no additional drainage goes onto neighboring property. Landscaping and Lighting g) The landscape plan shall be revised to show tree preservation on the northeast portion of the plat. h) The final landscape plans must be submitted for review and approval by staff. Resolution 2020- Adelaide Landing 51 Addition Final Plat and Development Agreement Signage i) Final design of the entrance signage for the development shall be reviewed and approved by staff. j) The property owners association shall be responsible for maintenance of all development signage and landscaping within the outlots, common space (which may be in the right-of-way), and the 130th Street roundabout. 14. Prior to the issuance of building permits: k) The applicant shall file the final plat, development agreement and associated documents with Washington County. Proof of recording shall be provided to the City. 1) The applicant shall submit three full sets of approved final plans to the City. m) If a sales trailer is located in the property, a site plan and building elevations shall be submitted for City review and approval. 15. Prior to the issuance of Certificate of Occupancy: n) The trails shown on the plans shall be installed. ADOPTED by the City Council on March 16, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk wsb March 11, 2020 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Plat Review Adelaide Landing 5th Addition WSB Project No. 015507-000 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: • Construction Plans for Sanitary Sewer, Watermain, Storm Sewer, and Streets dated 01/14/2020 by Westwood Professional Services • Storm Sewer Design dated 03/07/2019 by Westwood Professional Services • Adelaide Landing 4th Addition and Phase 2 Grading, Drainage, and Erosion Control Plans dated 04/22/19 • Adelaide 5th Addition Plat submitted January 23, 2020 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. There are several locations where the drainage and utility easements between lots will need to be widened due to storm sewer depth to accommodate allowing for future repair/replacement. The remaining areas have appropriate drainage/utility easements provided within the plat area itself. The applicant has been made aware of the wider easement needs and are working to address these needed changes. 2. Drainage and Utility easements shall be placed over all the outlots. Development Agreement 3. There area 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. Grading, Street, and Utility Plans 4. The Approved grading plan allowed for the continuation of mass grading outside of the first, second, third, and fourth phases. The grading plan reflects the first, second, third, fourth and fifth phase boundaries as well as future phases. Grading to the eastern property limits in the Ms. Rachel Juba March 11, 2020 Page 2 southeastern portion of the site has not yet been approved. The development team is required to provide additional survey and confirmation that there will not be any drainage concerns caused by proposed grading. The grading in the northeast portion of the site has been revised to accommodate some tree preservation requests. Wetland 5. Appropriate permitting has been acquired. Water Reuse Plan 6. Stormwater reuse will be incorporated into this phase. Water reuse is consistent with meeting previously noted requirements. Thank you for the opportunity to provide comments on this project. Additional detailed red -lined comments have been provided to the applicant's engineer. These comments will need to be addressed prior to approval of the construction plans. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. / W ('rl_ • Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) Steph Griffin, Excelsior Group (email only) John Bender, Westwood Professional Services (email only) Return To: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT Adelaide Landing 5th Addition THIS AGREEMENT, made and entered into this day of , 20 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 OP5 Adelaide, LLC, a Minnesota Limited Liability Company, (hereinafter referred to as "Developer"). WITNESS: WHEREAS, the City Council of the City has, by Resolution Number 2017-11 on May 1, 2017, approved the preliminary plat for a major subdivision as proposed by the Developer to be known as "Adelaide Landing" ; and, WHEREAS, the City Council of the City has, by Resolution Number 2017-10 on May 1, 2017, approved the PUD general plan for a major subdivision as proposed by the Developer to be known as " Adelaide Landing " ; and, WHEREAS, the City Council of the City has, by Resolution Number 2019-21 on Mary 6, 2019, approved a PUD amendment for the major subdivision; and WHEREAS, the City Council of the City has, by Resolution Number 2020- on March 16, 2020, approved the final plat for a major subdivision as proposed by the Developer to be known as " Adelaide Landing 5ffi Addition " (hereinafter referred to as the "Plat"); and, WHEREAS, the Plat proposed a development of an approximately 46 acre parcel of land into 79 residential lots and 3 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 Plat. All fees and costs incurred by the City in connection with the Plat shall be charged against said escrow account which shall remain in effect until the expiration of the warranty period for the Plat, as defined in paragraph 7, 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 Adelaide Landing 5th Addition 2 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. 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 referred to as the "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 reasonable 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 Improvements outlined in this Agreement. All costs associated with construction observation and inspection will be the responsibility of the Developer. The Developer shall allow City staff and City consultants access to the Plat 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, as defined in paragraph 7 of this Agreement. b) Drainage Easements: Drainage easements shall be dedicated on the Plat so as to cover any wetlands and stormwater ponding areas located below the 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, Drainage, and Erosion Control 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 and shall be provided for a respective lot prior to the issuance of a building permit for such lot. Adelaide Landing 5th Addition 3 d) Private Utilities: All private utilities that are installed, including electricity, telephone, natural gas and cable television, shall be installed underground. e) Mailboxes: Developer shall coordinate mailbox locations with the United States Postal Service. f) Street Lights: Street lights shall be installed within the Plat according to the 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 -Plat 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, after reasonable notice to the Developer 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 Plat, and any repairs necessary as a result of said inspection are complete and written approval issued. 6. Proiect Completion: The 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 Adelaide Landing 5th Addition 0 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 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 Engineer'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 Adelaide Landing 5th Addition 5 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 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 Improvements 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, Drainage and Erosion Control 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 for the applicable lot or the Developer is released from its obligation under this Agreement as outlined in paragraph 7 above. 10. Suns. The Developer shall prepare a plan for all regulatory, directional and street name signs to be within the Plat. 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 Plat. 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 City's public works department beginning the installation. 11. Drainage Easements. Adelaide Landing 5th Addition 0 a) Work within Easements: No improvements, landscaping, or grading, other than Improvements shown on the approved plans, shall be permitted in dedicated 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 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 City's 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, Drainage, and Erosion Control 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 ordinances, and the City's General Specification and Standard Details Manual. 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. All landscaped areas shall be tilled or otherwise worked mechanically 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, including all individual homeowners or the homeowners association which is required to be formed by the Developer pursuant to the agreement. Adelaide Landing 5th Addition 7 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: 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 Plat 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 Plat approval is given subject to the following requirements: a) Expiration. The final plat documents for the Plat, which is the first phase of the Adelaide Landing preliminary plat, have been submitted to the City Council within one Adelaide Landing 5th Addition i hundred twenty (120) days of preliminary plat approval. 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 City Council motion giving final plat approval, unless such deadline is extended by the City Council in its sole discretion, 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. b) Recording. The Developer shall record this Agreement with Washington County simultaneous with the recording of the Plat, and shall forward confirmation of recording of the Plat and this Agreement 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 Plat at the Washington County Recorder's Office. Plat approval shall be contingent upon compliance with the approved plans for the Improvements and upon compliance with this Agreement. c) Model Homes. In the event that site grading is approved by the City prior to Plat approval and/or execution of this Agreement, posting of security and filing of the Plat, the Developer shall be entitled to one (1) 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 (1) lift of bituminous has been installed from said model home lot 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, authorized builders, 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 paragraph 14 of this Agreement has been installed 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. d) Sales Trailers. The Developer may be entitled to a maximum of one (1) 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 City 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. e) Deviations. No material deviations from the approved Plat shall be allowed unless approved in writing by the City. Approval herein is also given subject to full Adelaide Landing 5th Addition .01 compliance with the conditions of approval and findings adopted by the City Council in connection with the approval of the development. f) Certificates of Survey. A certificate of survey shall be provided to the City 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 spot elevations, tree preservation plan shall be submitted for each home site. 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 City ordinances and reasonable directions of the City. Developer agrees to provide a copy of the property owners association documents to the City prior to the recording of the final plat. In the event of failure or refusal of any property owners association to so maintain or repair the common elements 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) Intentionally deleted j) The property owners association documents shall advise owners of all lots of the requirements of this 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 in the development. 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 Plat which does not comply with the City Zoning Ordinance until final acceptance of the Improvements. Adelaide Landing 5th Addition 10 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 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 Developer to commence and complete construction of the Improvements pursuant to the terms, conditions and limitations of this Agreement. 2. Failure by Developer 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: Adelaide Landing 5th Addition 1. The City may suspend its performance under the Agreement until it receives assurances from Developer, deemed adequate by the City, that Developer 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. 11 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 Developer, or immediately draw on the financial Letter of Credit, as set forth in this Agreement. 4. Enforcement by City; Damages. The Developer acknowledges the right of the City to enforce the terms of this Agreement against the Developer, by action for specific performance or damages, or both, or by any other legally authorized means. The Developer also acknowledges that its 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 Developer, 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 this 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, except for a portion of the property, and that it has authority to execute this Agreement, with consent from the other fee owner, 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. Developer agrees to defend Adelaide Landing 5th Addition 12 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 Developer, their employees and agents, in connection with the Project. No transfer or assignment of this Agreement 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 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 commitment dated not earlier than thirty (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. Adelaide Landing 5th Addition 13 By Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) City of Huio By Michele Lindau, Clerk On this day of , 2019, 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. Adelaide Landing 5th Addition Notary Public 14 Developer OP5 Adelaide, LLC Benjamin Schmidt Its: Vice President STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) (Corporate Notary) On this day of , 2019, before me, a Notary Public, within and for said County and State, personally appeared Benjamin Schmidt, to me personally known, who, by me duly sworn did say that he is the Vice President or OP5 Adelaide LLC, a Minnesota limited liability company, on behalf of said company. DRAFTED BY: David K. Snyder Johnson & Turner 56 East Broadway Avenue #206 Forest Lake, MN 55025 Adelaide Landing 5th Addition Notary Public 15 EXHIBIT A LIST OF DEVELOPMENT PLANS Sheet No. Plan Date Author 1-7 Final Plat Stamp dated Westwood Professional Recorded at Washington Services, LLC County 1 Construction Plans- Cover October 2, 2018, revised Westwood Grading, Drainage, and Erosion Professional Control Plan Services, LLC 2 Overall October 2, 2018, revised Westwood Professional Services, LLC 3-6 Grading, Drainage, and Erosion October 2, 2018, revised Westwood Control Plan Professional Services, LLC 7-9 Details October 2, 2018, revised Westwood Professional Services, LLC 1 Construction Plans — Cove Westwood Sanitary Sewer, Water Mains, Professional Storm Sewer, and Streets Services, LLC 2 Overall Westwood Professional Services, LLC 3 Sanitary Sewer and Water Main Westwood Construction Plan Professional Services, LLC 4 Street and Storm Sewer Westwood Construction Plan Professional Services, LLC 5-7 Details Westwood Professional Services, LLC 1-4 Final Landscape Plan May 23, 2017, revised Westwood October 23, 2017 and Professional revised plan sheets Services, LLC April 11, 2018 1 Trail Plan July 25, 2018, revised Westwood August 20, 2018 Professional Adelaide Landing 5th Addition 16 Services, LLC 1-14 Water Re -Use Plan June 13, 2019, revised February 21, 2019 MTI Distributing Adelaide Landing 5th Addition 17 EXHIBIT B APPROVAL CONDITIONS 1. The final plat is approved to allow the creation of 79 single family lots and 3 outlots, in accordance with the plans and application received by the City on January 23, 2020, and March 2, 2020, except as amended by this resolution. 2. The development shall substantially comply with all plans and conditions of the PUD and preliminary plat approval granted by the City on May 1, 2017 and PUD Amendment on May 6, 2019 and January 6, 2020. 3. Development standards shall comply with Resolution 2017-10, 2017-11, 2019-21, and 2020-3, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer's memo dated March 11, 2020, and revisions required in "redlined" comments from the City Engineer. 5. Outlot use and ownership: a) Outlot A is proposed for stormwater management, wetland, and a portion is a ditch. The outlot will be deeded to the City with the recording of the final plat. b) Outlot B is proposed for stormwater management and includes wetlands. The outlot will be deeded to the City with the recording of the final plat. c) Outlot C is proposed for future development of the site and will retain the ownership of the developer. 6. The developer shall design and install a stormwater re -use system for irrigation of the individual lots. 7. The developer shall establish a property owners association for the development to own/operate/maintain common elements, landscaping, and the water re -use system. All landscaping within the right-of-way in the street islands is to be installed by the developer Adelaide Landing 5th Addition HEZ and maintained by the property owners association. The property owners association documents shall be reviewed and approved by staff prior to recording the plat. 8. The plat shall comply with the City's street naming system. 9. The landscaping planned for the plat shall be installed in one phase. The developer shall take proper precautions to protect the trees as the homes are being built. 10. Each home shall include a minimum of 2 parking spaces within the driveway. The driveway widths shall be a maximum of 24 feet at the right of way line. 11. Staff will continue to work with the applicant on the street lighting plan. Exact locations of the street lights shall be reviewed and approved by staff prior to installation. 12. The developer shall obtain all necessary local, state, and federal permits. 13. Prior to recording the final plat: a) The developer must obtain all necessary stormwater management and wetland conservation act (WCA) permits from the City and other agencies. b) The developer shall pay $89,112 ($1,128 per unit) in full to satisfy the required cash in lieu of parkland dedication requirement. c) The developer shall pay the sewer and water trunk fees for each lot at final plat. The City's SAC and WAC fees will be paid at the time building permits issued. d) The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. e) The street names shall be included on all sheets of the final plat. Adelaide Landing 5th Addition 19 f) The grading plan shall be revised to exclude grading that is shown along the eastern portion of the plat. Additional information is required for that are in regards to ensuring that no additional drainage goes onto neighboring property. Landscaping and Lighting Signage g) The landscape plan shall be revised to show tree preservation on the northeast portion of the plat. h) The final landscape plans must be submitted for review and approval by staff. i) Final design of the entrance signage for the development shall be reviewed and approved by staff. j) The property owners association shall be responsible for maintenance of all development signage and landscaping within the outlots, common space (which may be in the right-of-way), and the 130th Street roundabout. 14. Prior to the issuance of building permits: k) The applicant shall file the final plat, development agreement and associated documents with Washington County. Proof of recording shall be provided to the City. 1) The applicant shall submit three full sets of approved final plans to the City. m) If a sales trailer is located in the property, a site plan and building elevations shall be submitted for City review and approval. 15. Prior to the issuance of Certificate of Occupancy: n) The trails shown on the plans shall be installed. Adelaide Landing 5th Addition 20 EXHIBIT C ESCROWS, FEES AND CHARGES a) Escrow for City Costs and Fees. The Developer shall deposit sufficient escrow with the City as outlined in Section A. 1. The required beginning balance in the account is calculated at $102,035.00. 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. The 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. This amount has been calculated by the City Engineer to be $3,032,318. 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 ten percent (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 $60,933.00. This sum is calculated to be $0.07 per square foot for the 916,265 square feet of net developable area within the Plat, with credit provided for the stormwater reuse/irrigation system based on the anticipated reduction in water demand. The reduction is calculated at 5%. This fee shall be paid before the Plat is signed by the City. d) Storm Water Ponding Fee. The storm water ponding requirement has been met by the Developer through the incorporation of on -site ponding. No storm water ponding fee will be applied. e) Snow Plowing. The Developer agrees to pay a one-time lump sum 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 $5,050.00($0.50 x 4,100 = $5,050.00). f) Pavement Maintenance Fee. The Developer shall post a one-time lump sum cash escrow with the City in the amount of $16,400.00 to cover the cost of the first pavement maintenance method of the streets in the Plat. This sum is calculated to be $4.00 per foot for the 4,100 feet of streets within the Plat. Adelaide Landing 5th Addition 22 g) Park Dedication. The Developer agrees to pay a park dedication fee of $1,128 per lot for residential development payable before the final plat is signed by the City. Said fee shall be due for each of the 79 lots within the Plat (i.e. total due $89,112.00). h) Cul-de-sac Escrow. N/A i) Escrow for Street Signage. Developer shall deposit $5,000.00 into an escrow account with the City. This amount represents an estimated cost of $500/sign for 10 sign to be installed within the development. 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 $128,928.00. This sum is calculated to be $1,632 per lot for the 79 residential lots within this phase. 1) Water Trunk Fee. The Developer shall pay the City water trunk fee in the amount of $92,904.00. This sum is calculated to be $1,960 per lot, with credit provided for the stormwater reuse/irrigation system based on the anticipated reduction in water demand. The reduction is calculated at 40%, resulting in a trunk water fee amount of $1,176 per lot. The total is based on the reduced per unit fee applied to the 79 lots in the plat. m) Watermain Oversizin Credit. redit. The Developer shall be provided a credit for watermain oversizing in the amount of $65,736.00. To be credited when the public improvements are accepted by the City. Adelaide Landing 5th Addition 23 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 ,20 ,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 Adelaide Landing 5th Addition 24 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. Adelaide Landing 5th Addition By: Its 25 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: O Claims Made LIMITS: [Minimum] Bodily Injury and Death: Adelaide Landing 5th Addition O Occurrence Expiration Date: 26 $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 or 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: Expiration Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Adelaide Landing 5th Addition 27 Bodily Injury: $500,000 each person Property Damage: $500,000 each person Combined Single Limit Policy: $ I ,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 BY: Authorized Insurance Representative Adelaide Landing 5th Addition ' Pond -- r 137_th-St �- - _ i v 1 x / Pond ;; t4 ;y /,-/ I x I, I - � � o ..v � 4 �lk� f � f 1'' f J,✓ PreservW f.. I. A,sp4rtve —• '.fie ��''• ; ., ` OFf' Trail OViLOTvj • .-� Pondingl - Soil Borrow/ 1 Flood Storage ,W Alai MR Trail Existing t Wetland •' 1 Overh ply1" Park •� �� . Pondi -. a t u :12I `1 `s"s� v PipelineI SoccerF t Easement �. Landscape v s 1 Lu'4 A Buffer f z ' Presen ed Trees QUFLOTA 40 NO l `� � T � .,uVIL ` % IMF 1 �4! 1 � .2 .31 4 5 6 130th 5T Ol r tan"r�scap tlfrr - - Proposed+ PipellneEasernent�� ii R9ur{datfau' I r 135th-St_N 1 "y Vi j �'S L � �1t - T.. ' fi .11✓ ''®. I I6 � ■� � I iI I /y 1�j 1 4� 1114-WiII a.X .` ADELAIDE LANDING 5TH ADDITION KNOW ALL PERSONS BY THESE PRESENTS.• That OP5 Adelaide, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Washington, State of Minnesota, to wit: Outlot B, ADELAIDE LANDING 4TH ADDITION, according to the recorded plat thereof, Washington County, Minnesota. Has caused the some to be surveyed and platted as ADELAIDE LANDING 57H ADDITION and does hereby donate and dedicate to the public for public use the public way, 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 OP5 Adelaide, LLC, a Minnesota limited liability company, has caused these presents to be signed by Ben Schmidt, Vice President this day of . 20 OP5 ADELAIDE, LLC Ben Schmidt, Vice President STA TE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me on this day of OP5 Adelaide, LLC, a Minnesota limited liability company, on behalf of the company. (Signature) Notary Public, My Commission Expires County, Minnesota CITY OF HUGO, MINNESOTA This plat was approved by the City Council 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 2. 31 Mayor Clerk COUNTY SURVEYOR Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of . 20 Washington County Surveyor COUNTY AUDITOR/TREASURER 20 by Ben Schmidt, Vice President of Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes 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 has been entered on this day of 20 (Name Printed) I hereby certify that I have surveyed and platted or directly supervised the survey and platting of the property described on this plat as ADELAIDE LANDING 57H ADD/710N; that l am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey,• that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year; 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 plat; and that all public ways are shown and labeled on the plat. Dated this day of . 20 Brent R. Peters, Licensed Land Surveyor Minnesota License No. 44123 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing Surveyor's Certificate was acknowledged before me on this Licensed Land Surveyor, Minnesota License No. 44123. (Signature) Notary Public, My Commission Expires County, Minnesota day of (Name Printed) 20 , by Brent R. Peters, Washington County Auditor/Treasurer COUNTY RECORDER Document Number Deputy I hereby certify that this instrument was recorded in the Office of the County Recorder for record on this day of 20, at o'clock M., and was duly recorded in Washington County Records. SA Washington County Recorder SA Deputy Westwood Professional Services, Inc. Sheet 1 of 4 sheets ADELAIDE LANDING 5TH ADDITION Tom)r-r- r�%in/r-)^ -)n A r)r)/T/%ln/ l^)/ l l T^)r-r- r /ln/r-)^ ATl l �L L�ll\vF7 /l\L_L_ - L//VLJ` it\LJ-ILJLJIIII/lV L�ll�vr7 /l�L_L_-,�//VL-1 `l lF7 -�,� /nivUIII VI 60 C� <\ � I LIJ c I 11, LI J J u n/ I A/ -1 A /-1 F IVVV / / `i lJl N00007'46"E 2639.49 \ 423.27 700.38 i 60.02 N88045'46"E Found Stone Monument 1455.82 - - - - c -- 23.01 ��-Found Capped Iron Pipe cb N88045'46"E j ------ q=330.00 \ Inscribed LS #40361 24.44 -- - 130.00 -� CH- L=16.61 Tl / r- ^ [- l A / F 7 of N01 °38'S0'E c� I -16.61 I \ al/, 03 6=2053'05" O[�TLOT B 1 CB=S89 °47'42'EE Ty Drainage &Utility Easement OUTLOT C o�ryN0 over all of Outlot B \ ��O Drainage & Utility /�o /`'IV �� ` S2sO Edge of Wetland- Il / /-Edge of Wet/and Easement over a// p 8 �S �6J I awl, S „ _ II Found 1/2 Inch'� A, Open Iron Pipe ail, awl, of Outlot C 2 I S72 °09 29 \ S/90 96� 5g 2j �' Soo °1 18"E J S170' Edge of Wetland-, -702 43 84.-7- T 59.75 78.71 - 6 - I/ l_/ I 4 4 °25 22 "W SO 10,35'11 "W 5 6 10 J a \ N13041'56'E o k� k �(� 1 I 7 8 9 L Q J I -r- 62.98 S26 017 '36 "W k0 � 011, z I I, S170 �.-- 56.93 '� 1 2 S� 8 = 0 0 \ a11, \ 3g207 5'�' 20530 I \` i i S32°16'40"W $�9 % 2�s22,, 2 5 �NDgNT 12 o OUTLOT A _ I - 83.86 �°° off° pti F` TRq1L N INSET B , s�o O Q Drainage &Utility a11, �� I I1 ��h0 :>, �i 6 ��° ,� NCN `� (See Sheet 3 of 4 Sheets) I o� Easement over all �- �0�y �' 1 °N 4 I I 13 o Nt of Outlot A a�1, 1 O I z NO3°30'49"W \ �� D' �� N27030'18"E 10 I Ed f W tl d N i a ��-- 55. 62 75. 32 - I _ _ 6 7 o 1 8 �0 1 - 1 ` N7 jo N29°55'01'E N23°5553"E ;/� i N11° , --, 031 �g"W ) \ 40 I� p oL 0 of 67.60 f i 75846E o , N20 S4 65 E i - 64.21 i �� 0 Sri A) p p<o 0 �,� i i I 05 N00 34 12''E \l�1070 , 11 55.62 - I Edge of wetland-� I ti� ii �h. `L' 'N t0 N18°29 32 E i/� 1 �' 70.58 52.. 40'E' 9 D /�,/��ry 72.45 --f� ��I o5 46 67.60 35 Nos°o1'19'E 70.08 ___ �'Cj Af 1° N17°01'59"E ,/ I IV0g 23 �4'E N00°11'29"W % 12 8 o"cA i�- 52.49 S74°03'52"E �� //75.05 -- - S N 6 ' I� o \ 11' N33 35 51 E a , S00 12S1 "W S06 °27'14 "W �\ � � • � ' � G ` � o 115.46 - 6568 \ �'� I �/ �N N 5 s/�°o 33 I o 0).- 2 N5952.786 „E ao Iv ,� I I I ° 0 9 10 11 12 13 14 15 �, i I z o 4 � N63°11'17"E 2 Z n I 65.10 - � L 3 FLETCHER LANE N17 CO z 16 2 8 I'15 1 13 12 11 10 9 n I i 14 -/ A „ S� 30. 00 / L_n / o I N00001'32 E A I ir-A l „r- A / /-IVLIVI/L lV FLAY AVENUE N -Found Capped Iron Pipe 6 Inscribed LS I #22440 LIJ l 1 In INSET A (See Sheet of 4 Shef 2 1 2 3 5 W 0 4 135TH STREET N 1 3 2 1 2 3 4 Foun Capped Iron Pipe 1 / Inscribed LS #10947 Found 1/2 Inch �' � Open Iron Pipe ' 60 S00012'01"W 650.45 /•n / /n /T�)�/ r nn /ram -�Ul VL-1 • C ` I - �3 13 12 \ o 11 Vicinity Map 10 13 < '0 ou 00 ge o e onCD l 14 w w 058+qA \ 15 CDN19 $1,89 cr fn I \ 0 ��51� 12 Vv o O - �0 P. Jo00 w � A ` cP' c0 =� w S6,A2., �\ W), N39057'03"W R=277.0 w 45.6 I `=_-- 65.32 L=130.75 I ; ° Ib05°14'45"E\ii N23°09'12"W � CH=129.54 oQz rn_ `-�-- 45.63 _--zj��=7002 I I CB=ND015'31 "W i I 4,') N13°15'49"E ' 13.58 , 1 E�<�5P The North line of Outlot B, ADELAIDE LANDING 4TH 8 I W I � I ADDITION, is assumed to bear N 89°5828" W. I 5 6 7 Z z AVE N o Denotes 112 inch by 14 inch iron rebar set z o 100 0 100 200 300 and marked by License No. 44123 g z z Scale in feet • Denotes found iron and marked by License 5 IrFInNA C-rNo. 23021, unless otherwise noted I N I Scale: 1 Inch = 100 Feet Westwood Professional Services, Inc. Sheet 2 of 4 sheets NO3030'49"W 0 1'18„W _ 55.62� N1 S4 650 E NZo5562 81 27.81 27 � --__o 26, 84\ ADELAIDE LANDING 5TH ADDITION 90 9�� 1111 +14 / `Drainage & \ �_ / / Drainage & Utility'l-'- Utility \ N_ Easement \` 0 1 l / Easement \\ \\� % - SAS °8 6 ......5oo8'iv 10 1 \ \ \� '' \ � - ° ' -� a / �1 b, / / I I \�° \ - 00 NO 52 ' '19'E , _ _ S06 °27'1 O p 30 I p=34 00 57' - I \ 00 i \ L=35.62 ` �.90 / a� 49 S00012'S1 "W 115.46 4 W - o ^O 3p O \ �\\ O 5� �QO' / I I i 1 f - - _ 0 52. 00 63. 46 65 68 S / 62-197.54 sro \ 38-,� o / I I Drolna e ' - I - 0 7�006 / O• =60.00 „ 9 / & utilit I I- - - - - 2. !y O CO 1 188038 28 j/ i i Easement I I I I Drainage -I' I I I I r O� 5 Ah I I 11 & Utility I I I I Drainage oo �� 0=37°3344- I I I I I I Easement I I I I & utility l l hN L=39.34 I I C6 I I N I I I I I I d Easement l/ A) -- N00001'32"E 129.17---1Mly °I� QJ NOO 01 31 E --"39•.21.19 CO 6000 10 '6=10°34'192 I I'114-N17�co14 _300032 ° 10 13 4 L=11.o7 1 112 o N19 rn ° I 1 1 ° 0 15 -=-Draina e& Utility bV0I /1 I `' h- NO Easem en t z 00 h. / 00 NLn S6 , / Ajo' N00001'32"E 135.88 o/ % L--------------J I I / /= h4' ' O/ 4 � o �,. / N _ „_'_�_ z I 1 1 -719 �\\`� / ,\ co i 6.60- ��' L--- ---J----J L----J- - - -J LI i \ / �� l Drainage-� 0LC) 0=8°2758_---%: __- 1 i ~ - T --\--I L4=6°,50' , l l 17 & Utility `�l 67.53 52.00 52.00 52.00 �� _ .' `� - 28 l i J 9 / Easement \ z i 3 R=1oo.o I =4895 I / ,30 N N 44 07" / 10 \ - R_385.00S00°12'01"W 311.62 4`32v /v7SJ _°S, O / N N N00°01'32'E 137.94 FLETCHER LANE N _ s/soo / 5608'iv l'�" 16 �/o ° N I 2 2 00 I 67.00 52.00 52.00 52.00 58.54 i\\ � �32/ �f .3p l p Drainage & Utility ii`7 'Easement I I I I I I I I I / / 4=12°38 3j yt N15o l '------------- roos6o8F73353 ,\ J _________ / o/ � N00°O1'32'E 137.94 1 I t o I t o I t o I t o 06 l 15 101 1 30 I 30 I I I �_ I I I I I I /r' /% a/ 'S / 8 o f t o h/ oI 13 I I� 12 I 110 � �/ I I� I I� s�ssso„ lrn / l� 1 `O ooN�0N"0000o"�' IIIIIIIII1 '°D6ol 5 ` 5\s s, s�o6 /8 ° v\4ssE2JE96 s/ ` 9�0°s8%3 6' ^9E 0 68 ls7 I \� l � ; / / o\/l, p /ry l / J00 "�l \- `l_Draina e NOo°03'E & utility ( I o °30.00 137.94 Easement 7 \14 Drainage-Dring-�3 , I I O &Utility � \ //ty S1soO i FLAYAVENUE N Easement Easement o`b ° NEo0 N00001'32"E 197.94 -J L-J L--J L- L--- 6700 52.00 o 52.00 o 52.00 37.96 61\ 13o,S001201W o260.96 1 - Nt 25.5� 167.94 N1s� -----_ O, 30 3o oQ7 cb Drainage-�\ =5°56'S0»12 00/ Utility O' Easement I 4 I IN5 CO N� 2801 L �;No0Io 0s6 ,oJ r_ ____ "� S00°01'32W 167.94 3 �� /O -`-Drainage &Utility ,s °5 lEasement o IN 1) �SD -�E 0 L L-- -�1�6oD -29.67-: 2_205332 _ - - - - - - - - - - - - r 6 .N 5k 4 10 5c0 O I SOO°12'01"W 248.74 L,2o0�6" cb0 rl00 31.34 -/0�5J /) S00°0132 W 167.94 10 66.00 52.00 52.00 48.64 L=52•Drainage 7 Drainag�13 050&Utilitye & Utility 7 Easement 9 L_0711 Easement o 44 5902 'Lv 3301 � ^5oh� 7---- a/o S00 0132 W 16.94 co I 101 O 8 1 to Ln o �1 Ln LO N II II� I o 2Q) 330 3o �I I� 4I : ; /IC � LO N0) N 6 7 N00001,32»E 167.94 N a' L- - - - - - - - - - - - - - - l I ---° 3I V lI 1 II I I � 1 1 \ \1 \\N1N 1 \ � > I I° t1 I� o 0I� I I00 I� I------------------7 0) 0) o '&uy I t tDrainage Co 10I 03 Easement, & Utility I I ,-Drainage Easement) I &utility LC) Easement 0 Drainage & Utility 1 -r<Easement I i � II I 1 1 I III I 1 \ C) L-----J ---J L-�L----� �� N N L--------167.94--------- 30.00 ! 30.00 .' I 66.00 52.00 I52.00 52.00 52.00 52.00 I 77.68 18.82 �--Found Capped--J 500�12'01 "W 6. 0.45 Found 1/2 Inch Open Iron Pipe Iron Pipe Inscribed LS #10941 40 0 40 80 120 Scale in fee t Scale: 1 Inch = 40 Feet The North line of Outlot B, ADELAIDE LANDING 4TH ADDITION, is assumed to bear N 8905828" W. o Denotes 112 inch by 14 inch iron rebar set and marked by License No. 44123 • Denotes found iron and marked by License No. 23021, unless otherwise noted Drainage and Utility Easements are shown thus: (tvot to �caie) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. Westwood Professional Services, Inc. Sheet 3 of 4 sheets ADELAIDE LANDING 5TH ADDITION N00 °07'46 "E 60.02 i 30.01 /30.01 , N88°45'46"E N88045'46'E ; / Z i ' - 23.01 CB=S89°47'42"E 24.44 --��\ �� i --- 6=205J'05" �- R= 330.00 -/Z L=16.61 NO 1 °3850 "E 130.00 I 110 I Ct) la 1 I o I I � � I \ I ^� 9289 ca ^ry oo�� / \�sss� II O N° b'" - o Drainage &- /ory Utility Easement v / � ,pry 0s2 �� O/l / T 5g >> _ SO459522"W \ I S00014'18"E - - SO1035'11 "W 75 '� 8� / ''� �O / /l i i / /lam - - - _ 0 67.02 78.71 - S11044 4g,w p=1 °20'44" / o� 4 '� l Drainage &-''� / - - - - - - - 1 - - 84 26 6Lo�p� \ �/ ��i' L=8.76 / / Opp`/ //Utility Easement l ll I 1 10 10 i, - - - - - - - 4go� '' \ // o°�/ / 5 / //N. 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Westwood Professional Services, Inc. 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Cory Meyer Dam 01/23/2 0 L;.aenae No. 26971 NTM Prepared for: Checked:- CLM Drawn: SAR Reowd Drawing by/date: 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 ADELAIDE L A N D I N G Hu>zo, MN Final Landscape Plan - 5th Addition © 2019 Westwood Professional Services, Inc. 3 1 1 3 i � 9�� I •� i % � �/� �� / � � \ 0 ' I 11 / � i o,� I 938 / 777�— 6940 / —-----------�--------------------� �0, i 942 7 1 T I'll 4. 4 10 rn I ��`L 944 I I I '2 I 11 I �� ----- I 1 ----�I J L_ I --- --- ---- - r�7 �) J _j ,NATIVE WET ' 6 / 4 BHS — — — SEED�IvIIX 8 / ---------- SEED' / I r 1, 7- F 5 ---- g3 ------ -- —� (33 261) / 5 NOS 32 1 1 4 9 I 12 I <7 / / 1 / 5 SKH \ ��-----—� D--------- — 0 - - / 6 � 940 ` J 1 5 / 1 --------- 13 s / I / / 8 rn / I 4 WH P 14 4 1 / � / // // / 10 S i 1� > _j ` 8 14 AGG / MIT M� 1 �C / rn 1A � 10 //l 11 /l ll U 12 \ F TURF <� 940 �l ll 12 /l /l /l i / LADS APl // 14 // 938 / / 13 / / / /l l l l' P> ► a � / / / / / / / / / / $ ► 1� L J/ 938 15 / / 12 REO L I v/ — , l r / 934 // r / 16 / \ / 13 32 VV I NATIVE WET `� / //� / // / 3 WHP SEED MIX , _j / / V (33-261) L // 1 V\ \ / � l 1 � � � / � OW INTENANCE 14 1 ti ADDITION 1 1 RF ' OFF TRAIL 9 �2 �.� LIMIT 1 � 8' BITUMINOUS � / gzo / / 1A , ��9, 9 ,0ool� — C / 7 PRE 15— / 16 1 SGM 940 / / I . 1 R VB 1-0 () 2 SWO \ / /l 18 / / 1/ / / / o l J _ o 1 2 RVB �1 Z a^�, C NATI E ET �,'�' A — 0o I SE IX / 9 NWM ' rn / (33 2 1) / r\ / i Y / / \ GAS -PUG- -T 1.co 3 51 / o) O / n v / 6.87 10 2 PEE _ °) NATIVE WET I / / 5 SEED MIX ( l Call 48 Hours before digging: (33-261) ` ` 811 or cal1811.com Common Ground Alliance 3 r In T 6 1 '/ i Date: 01/23/2020 Sheet: 4 of 5 0008463.05PLF01.d, Westwood I hereby certify that this plan was prepared by me or under AL Revisions- � Prepared for• Final Landscape direct supervision and that I am a duly licensed PROFESSIONAL rj'1'M • LANDSCAPE AR under the laws of the State of Minnesota.0F5 Adelaide LLC ADELAIDE Plan - 5th Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Drawn: SAR Toll Free (888) 937-5150 Westwoocips.com Cory Meyer 1660 Highway 100 South, Addition Remora D� �� Suite 400 LANDING Westwood Professional Services, Inc. Ol/23/2 0 Uiaenae Na 26971 St. Louis Park, MN 55416 Hugo, MN ©2019 Westwood Professional Services, Inc. Planting Notes Planting Details Secondary Entry Monument Planting Plan SCALE 1" = 10'-0" Stormwater Native Seed Mix 33-261 33-261 Stormwater South & West 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 SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. FIELD SUBSTITUTIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT AND/OR CITY PRIOR TO INSTALLATION. 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. AT TIME OF PLANTING ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, OPEN WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5: 3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. AT CONTRACTOR DISCRETION, TWINE AND TOP OF BURLAP MAY BE LEFT ON FOR INITIAL YEAR AFTER INSTALLATION ONLY IF BIODEGRADABLE TWINE AND BURLAP ARE USED. CONTRACTOR TO VERIFY TWINE AND BURLAP DEGRADATION AFTER ONE YEAR PERIOD AND REMOVE ANY REMNANT MATERIAL AS NECESSARY. 11. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12. REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14. STAKING OF TREES IS OPTIONAL AT CONTRACTOR DISCRETION; REPOSITION AND PLUMB IF NOT PLUMB AFTER ONE YEAR. NON -PLUMB TREES TO BE SUBJECT TO WARRANTY REPLACEMENT OR REPAIR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) AND TO BE NATIVE TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. 18. EDGING TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED EXCEPT POND AREAS AND WETLAND BUFFERS (SEE GRADING PLAN / EROSION CONTROL). SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. LAWN SPRINKLERS/IRRIGATION SYSTEMS SHALL ALL HAVE RAIN SENSORS TO LIMIT UNNECESSARY WATERING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION 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 ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. Westwood I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL LANDSCAPE ARCFU= under the laws of the State of Minnesota DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING SHRUB PLANTING PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. TREE WRAP MATERIAL FROM GROUNDLINE UPWARD TO FIRST BRANCHES, AS REQUIRED. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. LAST REVISED: LA28 PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. LAST REVISED: LA29 REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE. ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED MULCH AND WEED BARRIER FABRIC. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. N.T.S. LAST REVISED: LA27 Final Plant Schedule - Entry Monument QTY. CODE COMMON/BOTANICAL NAME SIZE SPACING O.C. 10 ABH Incrediball Hydrangea / Hydrangea aborescens 'Abetwo' #5 CONT. 4'-0" O.C. 5 LDN Little Devil Ninebark / Physocarpus opulifolius 'Donna May' #5 CONT. 3'-0" O.C. 11 MIS Miscanthus Flame Grass / Miscanthus sinensis 'Purpurascens' #3 CONT. 36" O.C. 22 LRS Little Spire Russian Sage / Perovskia 'Little Spire' #1 CONT. 18" O.C. 19 BES Black -Eyed Susans / Rudbeckia fulgida var. sullivantii 'Goldstrum' #1 CONT. 18" O.C. 19 PDS Prairie Dropseed / Sporobolus heterolepis #1 CONT. 24" O.C. 26 RSD Ruby Stella Daylily / Hemerocallis 'Ruby Stella' #1 CONT. 18" O.C. Entry Monument Concept Elevation NOTE: ARTIST CONCEPT; SUBJECT TO CHANGE WITH SIGNAGE PERMIT APPLICATION. Prepared for: Common Name Scientific Name Rate (kg/ha) Rate (lb/ac) % of Mix (% by wt) Seeds/ sq ft big bluestem Andro 0 on gerardii 2.24 2.00 5.72% 7.35 fringed brome Bromus ciliatus 2.24 2.00 5.73% 8.10 bluejoint Calama rostis canadensis 0.07 0.06 0.18% 6.40 slender wheatgrass El mus trach caulus 1.12 1.00 2.85% 2.53 Virginia wild rye El mus vir inicus 1.68 1.50 4.28% 2.31 switchgrass Panicum vir atum 0.43 0.38 1.07% 1.93 fowl bluegrass Poa palustris 1.19 1.06 3.03% 50.70 Indian grass Sor hastrum nutans 0.13 0.12 0.36% 0.55 prairie cordgrass S artina pectinata 0.43 0.38 1.07% 0.91 Total Grasses 9.53 8.50 24.29% 80.78 awl -fruited sedge Carex sti ata 0.28 0.25 0.71 % 3.10 dark green bulrush Scir us atrovirens 0.21 0.19 0.54% 31.70 woolgrass Scir us cyperinus 0.07 0.06 0.18% 39.00 Total Sedges and Rushes 0.56 0.50 1.43% 73.80 Canada anemone Anemone canadensis 0.08 0.07 0.19% 0.20 marsh milkweed Ascle ias incarnata 0.12 0.11 0.32% 0.20 leafy beggarticks Bidens frondosa 0.12 0.11 0.31 % 0.20 flat-topped aster Doellin eria umbellate 0.07 0.06 0.17% 1.50 spotted Joe pye weed Eutrochium maculatum 0.07 0.06 0.18% 2.19 autumn sneezeweed Helenium autumnale 0.15 0.13 0.36% 5.97 obedient plant Ph soste is vir iniana 0.08 0.07 0.21 % 0.30 tall coneflower Rudbeckia laciniata 0.08 0.07 0.21 % 0.37 New England aster S m h otrichum novae -an liae 0.08 0.07 0.19% 1.56 blue vervain Verbena hastata 0.06 0.05 0.15% 1.85 olden alexanders Zizia aurea 0.22 0.20 0.56% 0.79 Total Forbs, 1.12 1.00 2.85% 15.13 Oats or winter wheat (see note at beginning of list for recommended dates) 28.02 25.00 71.43% 11.14 Total Cover Crop 28.02 25.00 71.43% 11.14 Totals: 39.23 35.00 100.00% 180.85 Purpose: Stormwater pond edges, temporarily flooded dry ponds, and temporarily flooded ditch bottoms. Planting Area: Tallgrass Aspen Parklands, Prairie Parkland, and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west), 313, 4, Metro, 6, 7 & 8. Low Maintenance Turf Seed Mix 25431 25-131 Low Maintenance Turf Common Name Scientific Name Rate (lb/ac) Rate (kg/ha) % of Mix (by weight) Seeds/ sq ft red fescue Festuca rubra 64.00 71.73 29.09% 667.00 Chewin 's Fescue Festuca rubra ssp. commutata 44.00 49.32 20.00% 458.60 Low Maintenance Kentucky bluegrass Poa pratensis Low Maintenance 36.00 40.35 16.361/6 1148.70 Hard fescue Festuca trachyphylla 30.00 33.63 13.640/6 389.10 Sheep Fescue Festuca ovina 25.00 28.02 11.37% 304.22 Perennial R e rass Lolium perenne 21.00 23.54 9.54% 104.60 Total 220.00 246.59 100.00% 3072.22 Purpose: Salt, shade and drought tolerant turfgrass. Requires less frequent mowing and less fertilization than conventional turfgrass. Planting Area: Statewide Combine all components when blending this mix. Call 48 Hours before digging: 811 or call811.com Common Ground Alliance Date. 01/23/2020 Sheet: 5 OF 5 0008463.05PLF01. dw Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Cory Meyer Date Oil 120 ucense No. 26971 Designed: NTM checkech CLM Drawn: SAR Record Drawing by/date 0R5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 ADELAIDE LA N D I N G Hueo, MN Landscape Notes & Details © 2019 Westwood Professional Services, Inc. for ra in rz Control Plan for ucti Linage and Erosion Adelaide Landing 4th & 5th Add. Phase 2 Grading Hugo, MN Prepared for: OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Contact: Steph Griffin Phone: 952-525-3239 Prepared by: Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Project number: 0008463.00 Contact: John Bender Sheet List Table Sheet Number Sheet Title 1 Cover 2 Overall Grading Drainage and Erosion Control Plan 3 Grading, Drainage and Erosion Control Plan 4 Grading Drainage and Erosion Control Plan 5 Grading Drainage and Erosion Control Plan 6 Grading Drainage and Erosion Control Plan 7 Street Profiles 8 Details 9 Details s' U w F- ST, A Vicinity Map z w Li Egg a 142nd ST. N. > Lake 142nd ¢ 3 ST, z 141stN ST. w w r w ¢ > ¢ J ¢ 141st ST. ST. ¢ O ¢ �i LD N <9r z FCC A 9L o �� L` > 138th F ,CFO 138� Pq ST, 111w h Si C� 137th �Ix ST. N z 0a¢ 135th , �� Cl w� O 13� � ocY -Z �z w J> Z a � Q J J Z ¢ 2 " ,W S T, z 2 0 U GALL VA CT. N. Ll- th z ST. N. u�P Li ¢ 128th ST. N.'F',tj '9�. FONDAN TR. 128th ST. w N, 125th ST. N. (Not to Scale) SITE c A 0 0 0 NO. DATE REVISION SHEETS 1 11 /07/18 Revised Pond 12 5 2 04/22/19 Revised per Plat 3-7 3 07/01 /19 Added Temp. Outlet 4 4 09/09/19 Revised Rear Swales 6 5 11 /04/19 Revised NW Villas Grading 5,6,8,9 6 12/12/19 Revised for 5th Add. ALL 7 12/27/19 Phase 2 Record Grading ALL 8 03/11 /20 137th St. Sidewalk 2,6 Construction Plans for Grading, Drainage and Erosion Control Plan for Adelaide Landing 4th & 5th Add. Hugo, MN Date: 10/02/18 Sheet: 1 of 9 0008463CVF02.dwg� © 2019 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or call811.com Common Ground Alliance I 1 �� 'i! ��/Its--`1�� , �- �' ,' �,'/�� / � � ♦ �%�` Milt v �I • ��Ile` ,1 .•. , C� T \ ......... . .... ....... . s II II III : I � . .......... I I rid V. ...:...:........... I �. I I I \ I J I :4s —Qr CILIF.[ E o \ f I \ �E c \�> L o 1 \ \ M1,7- GENERALTIIII 1 'j/�jII I /� \ \ / - m V NOTES: UGED• • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING OTHERWISE NOTED. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. SHALL BE CONCURRENT WITH EARTHWORK ON SITE. DENOTES SOIL BORING x 856.3 DENOTES EXISTING SPOT ELEVATION • REFER TO THE FINAL PLAT OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. �SFII� DENOTES SILT FENCE DENOTES PROPOSED SPOT ELEVATION 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 • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • AREA TO BE GRADED = 45f AC. M--SFDENOTES POST GRADING SILT FENCE DENOTES BIO-ROLL EROSION CHECKS TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD —VERIFY PRIOR TO CONSTRUCTION. THE o CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. • MATERIAL STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. �HDSF� DENOTES HEAVY DUTY SILT FENCE DENOTES EMERGENCY OVERFLOW • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 454-0002. 9$0 DENOTES EXISTING CONTOURS THIS INCLUDES MAINTAINING DITCH FLOW FROM THE EAST SIDE OF PROJECT, THROUGH THE PROJECT, • EQUIPMENT STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. �_ E.O.F. ELEVATION TO THE NORTHWEST CORNER OF SITE WHERE DITCH EXITS SITE. .. • i• I � • I • WASTE STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION (DUMPSTERS, --.-980 - DENOTES PROPOSED CONTOURS • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY • ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS OF ROUGH GRADE COMPLETION CONSTRUCTION DEBRIS STOCKPILES, TOILETS, AND WASHOUTS). DENOTES DELINEATED WETLAND EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT o--DD--0 DENOTES EXISTING STORM SEWER BEEN ESTABLISHED. EXISTING SILT FENCE ON —SITE SHALL BE MAINTAINED AND OR REMOVED AND TRAPPING SYSTEMS INSTALLED AROUND THEM. SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO DENOTES PROPOSED STORM SEWER 0' 100' 200' 300' BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY • THE SITE MUST BE KEPT IN A WELL —DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL PONDING, DIKES, HAYBALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE DENOTES EXISTING TREE LINE Latest Revision Date:03/11/20 GRADING. PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. DENOTES APPROXIMATE TREE 00084630AF02.dwg • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES REMOVAL LIMITS Adelaide Landing 4th & 5th Add. I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 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. 11/07/18 Revised Pond 12 /22/19 Revised per Plat 12 12/12/19 Revised for 5th Add. 12/27/19 Phase 2 Record Grac John Bender 03/11/20 137th St. Sidewalk Dates 03/11/20 License NM 43358 JEIB Prepared for: Checked: JHB Drawn: DJW Record Drawing by/date: DMW 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Phaee 2 Grading ADELAIDE — L A N D I N G— Hueo. MN Date: 10/02/18 sheet: 2 of 9 Overall Grading Drainage and Erosion Control Plan © 2019 Westwood Professional Services, Inc. o T--92n 924 - 930�_ �-- 12� d LC 932 J. NN I.. I / Call 48 Hours before digging: 811 or call811.com Common Ground Alliance LEGEND: :. o \ '�.. 1 I { DENOTES SOIL BORING TWO ROWS OF BMP S NEEDED WHERE DISTURBED : rn II II 1 II I. �SF� DENOTES SILT FENCE SOILS ARE WITHIN 50FT OF � .. .. .. • . � �' ~ .. . � � : . : �.. . . .... � � � � :: W = o 1 � I f . . M SF DENOTES POST GRADING SILT FENCE NWL OF WETLAND I o 0 �HDSF� DENOTES HEAVY DUTY SILT FENCE 1 i\ DENOTES EXISTING CONTOURS / : 9 l : JoZ z3oo oZ I :-� �980-k O DENOTES PROPOSED CONTOURS 9 - `.. WETLAND KES 2 WO 933. I ,� / / 30 l o �. I I �\ I: DENOTES EXISTING STORM SEWER I:: I I 933 �� \ DND - \ .. 1 G g G Wp / / OF DENOTES PROPOSED STORM SEWER I L 941.8 G / / 9 \ \ POST GRADING ::.��:..\ DENOTES EXISTING TREE LINE I / 3� Q- .. I l L _ _ / / 9� 7 1,1,0 SILT FENCE (TYP.) _ :: r'YYY1 DENOTES APPROXIMATE TREE _ / 27/ 1 REMOVAL LIMITS .» ••• / / 93 9 �� TEMPORARY DEWATERING POND 18 - �J.:.. < I ;: 1 :I:. x 856.3 DENOTES EXISTING SPOT ELEVATION 31 / / 9 �3 ` CHANNEL PRIOR TO STORM OUTLET EL-929.5 1� TO BE USED AS I I ss.3o DENOTES PROPOSED SPOT ELEVATION I o•soq `o �2 �p / 'S , o \ SEWER- AS NECESSARY 100 YR HWL=930.0 TEMPORARY SEDIMENT \ ...I :�. / / POND BOTTOM=900.0 BASIN DURING PHASE 1 I l JT66.30 EMP DENOTES PROPOSED SPOT ELEVATION 1 i I \� 7 TEMP FOR TEMPORARY DITCH TEMPORARY 3VT BASNV CONSTRUCTION \ . ... f *_ , �® - WITH SKIIMNER OUTLET. 2 0001:10% DENOTES EROSION CONTROL ROCK CHECKS Sc AS o dS �d I \ 1 E.O.F. DENOTES EMERGENCY OVERFLOW TW-1020 DENOTES TOP WALL ELEVATION G 941.6 I ° ,CD \ I IN /�i I I rn 9�41O.9 x C.\ \ . I . : �. BW=1000 DENOTES BOTTOM WALL ELEVATION 0 VO O 3 d- DENOTES RETAINING WALL9N ki �3 LO cp ` oD�'� DENOTES INLET PROTECTION 9 _ \ \ c' �' `� AT CATCH BASINS I `3A7 \ `�v� �'�`cp ` oo // �\ PHASE ONE I fin, \OI ::DND . ; ; DENOTES WOOD FIBER EROSION 933.E I I 4'0 \� �� o� 6' o // M .1 \:I ::::::::::::::::: CONTROL BLANKET I I cn 933. / ` \ °° �o ` `. o rn o .-� / / GRADING (TYP.) x x 1 / / \ 9 �' r'37 0 ``�o r''o I - I I - ti (3:1 AND STEEPER SLOPES) o `�� ` � � � � \\ � / / / :.... N 1 M I \ F LTL 0.08 AC. \2. �7)1_ - - _ l 3� �yo \ ` �� o� / /I� I 1 III DENOTES WETLAND BUFFER MONUMENT 90 LF - 15" _ \ \ o �o or, o� oo �, p I \ :. \ ` o r' \ 6' / / o N I `' DENOTES EXISTING TREE TO BE REMOVED HDPE PIPE ; - _ N \ �,, �\ / g33.5 / ® 0.50% - - - / o a, i �y i9� c5` o / / \ \ w `� I �Md- �- : 1 . ;\\ J: o \ p ` / 0• \ �cP ` \\ ` N � 7r _ �, �, \ x 1 rnxa, 1 �:. - DENOTES EXISTING TREE TO REMAIN WETLAND. XES .2 =0\ co FILL I .. �.. .. S DENOTES WETLAND FILL LO i9�� Q \ % \ \NO �930 I -new rn — — DENOTES WETLAND oe `9v' / \` cS \ \ G I��/ �z TWO ROWS OF BMP'S �:I • : :: II / o o a s 93 \ .: \ 4 - - PHASED UNTIL AREA I. o \ 3 NEEDS TO BE IMPACTED. O I o w \ 9 -I�i.rn - ,�. �' o� Sze \ q.1 ' IND PROTECT WETLAND IN THE \ v' s `� INTERIM PERIOD �/: V D _ � 8 O — . --:. TEMPORARY DEWATERING CHANNEL PRIOR T\ �i � g 30�9SEWER AS.NECES ARY rn 9333•5940-- y \- -�� :e. l o:::: .- �i s o°� 609 ��\ / / WOo� .............. �O / / \ `9 \ \� / G 941.9 I II �'� �� < G g C�� OUTLET EL=928.2 ..� \ o ��r' i SS S ��° / 936.5 ° 00 YR HWL= 9.8 �POUD BOTTOM=90.0 1 :� \� �i�i Iyo /' \ ��\ �j, _ �940, 41 � TEMPORARY SEDIMENT BASIN -� - . • . i 1 � � / � \ \ c - �.:: � o . �• / 9 moo• / Ik y WITH SKIIM MER OUTLET. :'y 9 / / 9 // \ ` �.... .. .• � - .:.�\. � S `I `Lp / / � moo,.__ o OG I I I 1 G g3 5 \\ WO l I G 941.9 I I G 941.7 1 I �0� \\ I WOLO / 1 1 3 5 \ \ .. 10' WIDE POND �� "^ 9 N 1 II 93 �c9r� 8 ACCESS ROUTE \ �l / / 933.9 I I 933.7 I\ ! 1912 900 2 a' PHASE ONE \ 90R 920- J \ sT TWO ROWS OF BMP'S D GRADIING CrYPa \ \� \ NEEDED WHERE DISTURBED DND DD SOILS ARE WITHIN 50FT OF NWL OF WETLAND �DDD C\4 kJ 00 I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State to /12 0 /18 Revised Pond 4/22/19 Revised per Plat 12/12/19 Revised for 5th Add. 12/27/19 Phase 2 Record Grac john Bender Dates 03/11/20 License No, 43358 Checked:- J1HB Drawn: DJW Record Drawing by/date: DMW Prepared for: DENOTES WETLAND BUFFER J _ DND DENOTES DO NOT DISTURB POND ACCESS ROUTE D I � I 934 EROSION CONTROL NOTES: =1 932ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE 00 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 t l CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. o \ J I r I TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE I = W}T�A ,D I KES 2 CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. I F LL- I 1AC. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED I tjj I AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE ROCK CONSTRUCTION MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE ENTRANCE (TYP) TRACKING OF DIRT ONTO PUBLIC STREETS. 1 • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & U_ I 1 V I. I PONDS BELOW OUTLET ELEV. _� (1 J GENERAL GRADING & DRAINAGE NOTES: o)n e �I I - I i • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. �� I I' • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. o p� ::) I :. < 0� • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF = I J \ I EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS �, I �..\ I::. �• I AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ° f I IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN. .10 I II CnI • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. I • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. Qaa 1 I v 11 I� I 1 I Z I I I o a I •n— V A. I o I y CN Adelaide Landing 4th & S& Add. Phase 2 grading 0F5 Adelaide LLC ADELAIDE 1660 Highway 100 South, Suite 400 — L A N D I N G— St. Louis Park, MN 55416 Hugo, MN 0' 50' 100' 150' Latest Revision Date:03/11/20 0008463GDF02.dwg Date: 10/02/18 sheet: 3 of 9 Grading, Drainage and Erosion Control Plan © 2019 Westwood Professional Services, Inc. X wl IWKII POND 19 \ �1 ..- N 4.10 rn o 0 i Call 48 Hours before digging: 811 or call811.com Common Ground Alliance \ 930 \ LEGEND: TEMPORARY DEWATERING OUTLET EL=929.5 100 YR HWL=930.0 DENOTES SOIL BORING N cj CHANNEL PRIOR TO STORM TEMPORARY DEWATERING I M N o rn SEWER AS NECESSARY POND BOTTOM=904.0 ' \ �SF� DENOTES SILT FENCE X w II Ir II CHANNEL PRIOR TO STORM w w w IL ``' TEMPORARY S®IIMEW BASIN SEWER AS NECESSARY I , \ \ M SFI� DENOTES POST GRADING SILT FENCE DND WITH SKMuER OUTLET. , ` �' s' \\ �HDSF� DENOTES HEAVY DUTY SILT FENCE ` ---980 DENOTES EXISTING CONTOURS jm� L& . . . . . . . . . . . . ... D :l 0 DENOTES PROPOSED CONTOURS DENOTES EXISTING STORM SEWER 1 �.. T ::. '"`: _ ( �►►� DENOTES PROPOSED STORM SEWER - - - - - - DENOTES EXISTING TREE LINE { o .r �'1r11'lr1 DENOTES APPROXIMATE TREE REMOVAL LIMITS i FFF=,-- X 856.3 DENOTES EXISTING SPOT ELEVATION I I I o 66.30 DENOTES PROPOSED SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATION :. TEMP FOR TEMPORARY DITCH / I I 9 -9oJ16I 1 DNL� DENOTES EROSION CONTROL ROCK CHECKS 912 �919 n aE.O.F. DENOTES EMERGENCY OVERFLOW 9'�916 w IE = 929.00 d .Tw=1o2oDENOTES TOP WALL ELEVATION 0 91BW=1000. DENOTES BOTTOM WALL ELEVATION 914 i 9339292 �I- LL: Li91 916 S '�.� DENOTES RETAINING WALL s\/ // .� 926 0 922� -920� ` i LL VI DENOTES INLET PROTECTION / 9 �2 / °' I \ AT CATCH BASINS 41. S °(1� / / 933 / 93 t..� _ _ 926 924 �z DENOTES WOOD FIBER EROSION \ .�. . 9 93p�:.: �� •: - .: � � / _ .:•:•:•:•:•:•:�:•:•:•:•:•:•:•:•:•:. CONTROL BLANKET 934 /) / /LIC 7�930-� �� ` 9 I J . (3:1 AND STEEPER SLOPES) 1111;10 9 1�Q / 941 S G 0 / // / 1 / 1 932 �� 6 2 9�°I TWO ROWS OF BMP'S y II I � •2° 9j� I NEEDED WHERE DISTURBED � DENOTES WETLAND BUFFER MONUMENT AA 94 9 wp / / 94p� l I 933. 1:::1 .9 �33. N II I / 9 92A 978 SOILS ARE WITHIN 50FT OF �9ZL moo. 19 G // k: \ ( I 933 g / // �' �8 I NWL OF WETLAND DENOTES EXISTING TREE TO BE REMOVED 2 DENOTES EXISTING TREE TO REMAIN i 4S �1'p/c/ / / // /M/ // //}9�41, �\ �/\30 / // / G- - - _ i I I I I II . II:: • :: II a0 1.\II I II O9g4/ WETLAND KE`9g34.1 WO 942.1 WOO933. O DENOTES WETLAND FILL g4^G 9 41 6 G 94E G O38 Wp NDND -------------- '8G 93 / / N POST GRADING - DENOTES WETLAND o L - - - - - - - - _ I / i 1 N / / �� SILT FENCE (TYP.) - - \ / IOW - �°': �/ �' L - / / 9421 wp / / / \\ DENOTES WETLAND BUFFER moo. . . 93415 c / ° • 3� \�� o `� / // POND 18 DND DENOTES DO NOT DISTURB 9 �\ TEMPORARY DEWATERING =.soq 32 3 ` \ / / 9�3�3 9` ' CHANNEL PRIOR TO STORM OUTLET EL=929.5 / w / -940 I o•soq °j ` 2 100 YR HWL=930.0 93 0 / / g42 co - -I- 3 c 0 / .� /, ` J SEWER AS NECESSARY POND BOTTOM=900.0 POND ACCESS ROUTE 9 2 / l �o TEMPORARY SE II ENT BASIN _ .. VVITFi SKNMNMER OUTLET. w / G /� '- - - - / EROSION CONTROL NOTES: .940 / 942.2 / / � F_ - - p W° -- o �~ - c 93 �S - -• -. g3 / I I rn - - - \ 9 st3 g �� `� • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE 94? 4'2 / / G 941.9 I I I I r /�s \ \ ?S / / "\ ` IN -PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE / / WO 933.g I I G 941.6 I I G 941.6 1 ,� \� / / ` ° �. MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN = 93p,. /2 / I I WO 933.E I I 0 933.6 I 3 I I 941.g 0 / / �\ �� o ` ° ` ESTABLISHED. EXISTING SILT FENCE ON -SITE SHALL BE MAINTAINED 6 / 933 9 / / \N �o �' o i AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE 93^ / / r� \ O Wp / 5ZI/ �\ o GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF 2�� \ / 9 \ ��, p �Le ` CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. 922 928 = \ ,�' / / 9 �2 _ \ \ \ o o� _ ' TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE �� I I 3 �o CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. . � � • " : :. " \ � 924 • 920. / - I \ �33.6 I 933.E I 1 3, O / /� \h �� o� o o • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED 1 I 933 / \ k°' �o o �' o �-- / / AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE A° \ o o / MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE o \\ o / / TRACKING OF DIRT ONTO PUBLIC STREETS. ;� I :r�;. .�' - l - - - 3sr �o \ ` �� / / • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & 10 WIDE POND _ 400 LF - 15 _ \ i o mac, \ \ o� o �3_ ` / / 10001, PONDS BELOW OUTLET ELEV. ACCESS ROUTE I �" TEMP. HDPE PIPE `�`� '� \ �\ i % GENERAL GRADING &DRAINAGE NOTES: :1: o 1 POND 10 ::: - _� - - • �o�\ o �o o • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED OUTLET EL=928.5 TWO ROWS OF BMP'S : . • ' o \ �. S �' �'\ SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. - rt01� YR HWL=929.7 <> .' NEEDED WHERE DISTURBED '? \ u' _ �' • REFER TO THE SITE PLAN RECORD PLAT FOR MOST CURRENT �r �.. WETLAND. KES .2 \ \ \ \ �� - / / r Hn�F SOILS ARE WITHIN 50FT OF s o FILL=0.�3 AC. g HORIZONTAL SITE DIMENSIONS AND LAYOUT. P6ND �OTT6M=91 ��- - -. NWL OF WETLAND o Q \ • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF >? \ `�� EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS "v' s ' \ g. �' O i \ AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL � :::�: • �''� 'cs i ` �9 / � '�--- ''� IE = 927.00 i \ N Q IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR �: �' �' �' \ \' `9cJ' ` a' / O,S� VARIATIONS FROM THE PLAN. 1 a . - - - - TWO ROWS OF BMP'S . : 9 \ • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. PHASED UNTIL AREA `f' : I:: I o o a A S �o ` 339 / \ " • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. a - NEEDS TO BE IMPACTED. o i o \" �10 DND PROTECT WETLAND IN THE I' I °' `-' CP ,926 INTERIM PERIOD I!: ." \ s , / , 3 / �5 \ � 8 I \ TEMPORARY DEWATERING�}} .-I . J. `9v� , I / \: �\ �� CHANNEL PRIOR TO STORM -I . �: o `'5 � 9 \:.:. / SEWER AS NECESSAR /. I �,� c,�\ , �S \ \ 9 339 �g /� i- rn \ O / 40 I �• \..--------------------- 933.9 v° PHASE ONE °��' P ND`9S 9 9A� \ \ \\ 940- C�< i / QRADNVC` (TYP.) \ OUTLET-, =928.2 1 ! \ 9 \ ` s C /� ^ 4p 41 / 00 YR HWL_ 9.8 � � `�� i ° �PO�D BOTTOM=9 0.0 M\ 90. 0% \ \vz / TEMPORARY SC-DII ENT BASIN F °" i ) �- - �- / '�. o .. � • � / 9g moo• / �. < � WITH SKJIM ER OUTLET. � � g1� �o \ � `�.......r,:.: .•• 9SS 933 C / / � � \ 6 LJ ^) Westwood I hereby certify that this plan was prepared me or under AL Revisions direct supervision and that I am a duly licensed PROFESSIONAL mod; Jgg ENGINEER under the laws of the State of Minnesota. 11/07/18 Revised Pond 12 04/22/19 Revised per Plat Checked: JHB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 07/01/19 Added Temp. Outlet Fax (952) 937-5822 Minnetonka, MN 55343 12/12/19 Revised for 5th Add. Drawn: DJW Toll Free (888)937-5150 westwoodps.com John Bender 12/27/19 Phase 2 Record Grading Westwood Professional services, Inc. Date: 03/11/20 License No. 43358 Record Drawing by/date: DMW Adelaide Landing 4th & S& Add. Phase 2 grading Prepared for: 0F5 Adelaide LLC ADELAIDE 1660 Highway 100 South, Suite 400 - L A N D I N G- St. Louis Park, MN 55416 Hugo, MN 0' 50' 100' 150' Latest Revision Date:03/11/20 0008463GDF02.dwg Date: 10/02/18 sheet: 4 of 9 Grading Drainage and Erosion Control Plan © 2019 WestwoodProfessional ervlces, Inc. Call 48 Hours before digging: /V \ I I X i �_-� 811 or call811.com \ I w w Q_ Common Ground Alliance LEGEND: 93 I 4 c g��' � DENOTES SOIL BORING N -SF� DENOTES SILT FENCE 0 N MT SF DENOTES POST GRADING SILT FENCE 10' WIDE POND \ - - _ - _ _ _ - - r - - - �� _ - II - _�- -� rVX w �HDSF� DENOTES HEAVY DUTY SILT FENCE wG'_a- ACCESS ROUTE ° - - �- 80 DENOTES EXISTING CONTOURS --980- - DENOTES PROPOSED CONTOURS 9.3 �. -� ^� `� - 28.6 330 3 5 i rn - �- dSaHL �� JS H�CIV / DND °- �� DENOTES EXISTING STORM SEWER I .jS4H JSkr - �S4H- CSC H� : -ASdH. . DND �, . ,-� • - r.,._, :: : ; . -.� - T . - i,,, - �►►� DENOTES PROPOSED STORM SEWER �� I � �� . I� T �� DENOTES EXISTING TREE LINE : 937.2 ✓ - \ N o - - - - - DENOTES APPROXIMATE TREE fig` w N �YYY1 Cd REMOVAL LIMITS X 856.3 DENOTES EXISTING SPOT ELEVATION / O 0 1 66.30 DENOTES PROPOSED SPOT ELEVATION 1 9 37.2 li c� �- 66.30 DENOTES PROPOSED SPOT ELEVATION \ 4' ♦♦ ` / TEMP FOR TEMPORARY DITCH G 945.2 Wo 9 w o s \ OUTLET EL=927.0 39. `o W 1 G 9 °j 35 �/ Cb WETLAND \ `:::: �g 0 YR HWL=928. / o� �`L co 9�5 l ♦♦ i �Q / �b DENOTES EROSION CONTROL ROCK CHECKS KES 2 : 1: : : • . 20�2 OTTOM=91 o Do `° 2 ,, I� , 3 4 °' ^�' � E.O.F. DENOTES EMERGENCY OVERFLOW 8 G °' �`° TW=1020 DENOTES TOP WALL ELEVATION \ ; :9? I o BW=1 000 DENOTES BOTTOM WALL ELEVATION o � \ �� 22� 9,36 93 / 3 :•/ 92 G 9 8 0 6 g� N 9 ` ` J g� / DENOTES RETAINING WALL 93' o c� s �s 4 9 �o �36 < �, / / DENOTES INLET PROTECTION PWW� 0. ::. :: .:: N rn a, G /'` N\ AT CATCH BASINS WETCmo ITS Q : rn '� I N cV 0 POST GRADING 4� 3 ^�h / 4 ................ -..:. 932::::: ; :::.J oo N Lri SILT FENCE (TYP.) �0 9 / �'� �```� s ,�. / / 9�1 2 p(1 / DENOTES WOOD FIBER EROSION � • ` :. �:. .: :. ►� G 3S M 1 S ) / • • • • • • ....... • • • CONTROL BLANKET �. \ �.�iZ S• . .. . • I 4,39 I / / (3:1 AND STEEPER SLOPES) o.60% / / `� / 933 ilF` \: / �.�'� / - / �7•S DENOTES WETLAND BUFFER MONUMENT \ �. `.. 3 9 QV AS rn El °� 938 ,�. 938 DENOTES EXISTING TREE TO BE REMOVED �; :::::. ~ \ �. G O Q, o / 69z DENOTES EXISTING TREE TO REMAIN 0 C r � `n . � • -. 9�s •.� _ • - - � :.: - :::: • � �.:\ 1-9 � wo 9,36 8 936.8 : ::I •�. `.: �. y . DENOTES WETLAND FILL DND - > � -�,::.---::- \ �-� � � 936• - - �`• \ ,� 4 c � � � / � � Gyo / / � DENOTES WETLAND l ; • • : ; ::: ; : -' _ w 13 DENOTES WETLAND BUFFER I :: �: : `► : - \ �. _ �. 8 936 ` 0 g 9 S \ 938 3S g 40,, ♦ O 9 l DND DENOTES DO NOT DISTURB 940 91 / ( 1. 1 ].• 932 O 9 ♦ / 9 S POND ACCESS ROUTE of •.':•. :�.:'•. � .. � � � � �� A3 • � / 33 I rn N N ` \ F �g3S 93S 1 J / Z O�TLET EL=9 \ :'::::. :::.: = '930 a �r ND 13 9Q s EROSION CONTROL NOTES: 2 8 100 YR HWL= 9 3 _ ti . ' ' TWO ROWS OF BMP S \ �� 934 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE I I POND BOTTOM=917. : : : : ' NEEDED WHERE DISTURBED 9� IN -PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE I ` TEMPORARY SEDIMENT BASIN SOILS ARE WITHIN 50FT OF 928 \ / J h / �S / MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN WITH SKIMMER OUTLET. : : NWL OF WETLAND 0) M cfl N �:.; / /� / ESTABLISHED. EXISTING SILT FENCE ON -SITE SHALL BE MAINTAINED 04 c, o, �� - 1 �:� �/� \��_S 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. I _ - - / •'� WETLAND KES 2 - • • � � � 9 TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE / FILL=0.07 AC. I 9 26 9 CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ------ - � �. • :. • .:. • . .. • .: . �. POST GRADING - Q- - i � �� 2 2 ' . I .I I .� .. �• . • .\ � .�, � � ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED • : _i• ` ,,_ SILT FENCE (TYP.) DND: AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE WETLAND KES 2 TRACKING OF DIRT ONTO PUBLIC STREETS. =0.33 AC. / - ;� � - - - � p �::::. • - ::: ; � � � .D. . : � v � • SEED &MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & ... O - - - � / l� � - - - / .: � '' • • � .�: • . ..� PONDS BELOW OUTLET ELEV. 33 5 / 932 �' :.:�::: 1 \ // GENERAL GRADING & DRAINAGE NOTES: I /� �, :. 10 WIDE POND '9 \ Co• ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED 10' WIDE POND � � � �.. � - - .. - ACCESS ROUTE / ACCESS ROUTE 93 9� rn ` ::: SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. �` POND 10 • REFER TO THE SITE PLAN RECORD PLAT FOR MOST CURRENT / �, j `3p : ; ` _ - a . �. OUTLET EL=928.5 HORIZONTAL SITE DIMENSIONS AND LAYOUT. l 9 5 \. :: : . oao 9 p > ' r - -10D_ YR HWL=929.7 S. :. : ,�; - r_�Q�J • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF / '�-- 6N D 'BOTT-6M-9-18.5- h \ WO / / s 8 / `: - - EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS �:' AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ,• � r,�Gs� -ice, �� o o: IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR TWO ROWS OF BMP'S N� o,�� VARIATIONS FROM THE PLAN. G �; / ::: I _ �, I < �.� : PHASED UNTIL AREA �\ �\ ` ` Ld.� - . • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. .: I , �. \ \ �/ �- �,� / �I I I - - - - - - - - �; - - NEEDS TO BE IMPACTED. - _ _ _ • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. PROTECT WETLAND IN THE INTERIM PERIOD / 936.E I 933.5 I I 933.5 I I 33.5 5 933. 1 I WETLAN - L 2.0 ---- �9.2 I °° ` N 0 920 , - - - �I - tvMPORARY ATERING - ILiz r OQ I (D o - IN 0 i l - I 80 0) - I f I rn L - -- -�� - - - - cD- 1 Lq I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoocips.com Westwood Professional Services, Inc. CHANNEL PRIOR TO I R II i LO II WO I II �WO II II II1/ 1 ► //`�` STORM V \ NECESSARY . .93933.E 9335 .g \ SEWER A WO - - - I - - - - I I G 941.7 I G 941.6 I i G 941.5 I I G 941.5 I I 941.5 I: :I'g4Wo // 3 5 �/ �o / TWO ROWS OF BMP'S i G I /9 Wo N /rko �, NEEDED WHERE DISTURBED jLr� - - �� ': : I 4� 5 C / I o /�' SOILS ARE WITHIN 50FT OF / / /- -900- _ z 0t �, :: - �? }� L� / 9 L� _ " 1 I/ NWL OF WETLAND PHASE ONE / ILOI' �FLETCH� NE Nam_ _ 0.62% 5 4 0.60` ► rn J .2\ l i 0' 50' 100' 150' � rn o. �oq Latest Revision Date: 03/11/20 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 to /12 0 /18 Revised Pond / 2 /19 Revised per Plat 11 _ 11/04/19 Revised NW Villas Grading 12/12/19 Revised for 5th Add. _ johtt Bender 12/27/19 Phase 2 Record Grading Dater 03/11/20 License No, 43358 Designed, JIFIB Prepared for: Checked Drawn: DD Record Dra��/date: DMWDMW 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Adelaide Landing 4th & S& Add. Phase 2 grading ADELAIDE - L A N D I N G- Hugo, MN 0008463GDF02.dwg Date: 10/02/18 Sheet: 5 of 9 Grading Drainage and Erosion Control Plan c 2019 Westwood Profes Ir --- I � I I I II I I I I I I I I �ND N CD00 �ML6 = N X Llv II W Ond „8 NVS �1 VM WETLAND KES 2. `92\ FILL=0.07 AC. II g 9 :. .: 10' WIDE POND ACCESS ROUTE POND 10 OUTLET EL=928.5 ,y - �0>3 YR H WL=929.7 : _ . \ ND'BOTT6M=-918-.. , - <0 \ \ 941.5 CV . _ s / / -' TWO ROWS OF BMP'S o �� PHASED UNTIL AREA NEEDS TO BE IMPACTED. LYS �••. �� I - �, PROTECT WETLAND IN THE ' - �� INTERIM PERIOD 0)O �9' - 1 I 933.5 I� C14 I Q 3.5 II : �� - L0 \ 936.6 1 933.5 933-5 r I COD�' I I /' �I / ' Ir'; •L WETLAN,. KE L-- --- / �, I I / 9335� - - - - - - ��9.2 I r- M I% :.:I / S TEMPORARY DEGVq-JERINGG\ I I I I I �� CHANNEL PRIOR TO STORM- o Cd I 933.7 I I 933.E I 933.5 I I 33.5 I 933.5 Ik : it �93 1 SEWER .:A NECESS}� RY . rn rn I 3.5 0 i N rn I nann) J 1 R I I LO 1 I WO I I WO I I WO O/ ..I l J". \ \ \ 910- - L _ _ _CD_ /J %I I: /993G ,�_TWO ROWS OF BMP S9417 I G 941.6 I G 941.5 G 941.5 I I 9415 I 41.5 G / N/I I p NEEDED WHERE DISTURBED rL- L - � SOILS ARE WITHIN 50FT OFLq j0) O i - - -900- ' I s +I/ NWL OF WETLAND ONE / /PHASE J 0. /� : rn L-- - ---J� I - - �FLETCHNEN. LC) 00 1/ ------- �9. I( 941.7 G I I G 941.7 I 1G 941.6 I IG 941.5 I G 941.5 :� /°' �� c� I - I R R R R R ' cr) In I I I / .: � o � n rn / �/ � I� I 9 3.5 00 3 I I I I I TEMPOR DEWATE ' f /� CHANNE RIOR TO M t "? 6. : ` l 3 .8 NECESSAR /:. I // c� /s•s ° rn rn �_j L 1.110 1 1 1 1 1 1 - 0) FLAYAVE)VUE N. 9`38 938 / s 3 / I 3 29•s :.: : \ ._ 0!�4 Lij CO LLJ if Ij - 39.3 I 933.5 I 1 933.5 I I I I 933.5 I I • � � /� \ JCD \ Lr? N oo I R I I R I R I I R I I G 9/ `n 00n 00 941.5 G I 19 41. 5 G I 9 41. 5 G I 19 41.5 G I I G / 38• C0) ID LO O LL_ _ o Lj - 8. I 17• A - - - - o r 1 01� 1 `o �rn � � rn 9. ---� I N �' I' LC)o I o 0 0')C J �- ---------- 7- 8 . _ ___ l I \ O �.: 0') "�I ISM& 'TEMPORARY DEWATERING CHANNEL PRIOR TO STORM SEWER AS NECESSARY I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. L` N i� N 0_ � n c X W I awo'-c INS .s,4e♦oo � - � � WON ♦d, F'. W i, 1,74 rn / D. DN rn 15 �. 17 0.80% 16 ^ �� J n r7 O - - - ix 941.5 G 941.5 G 941.5 G 941.5 G I I I I I I I I I IG 941.5 I I G 941.5 R I I R I R I I R I I LO I LO I 942.1G I I I I I I I 933.5 933.5 933.5 933.5 933.5 I 933.5 I WO(1) o� J I I N I I I I I I 934.1 `\` L- I I I I I I I I WETLAND . KES 2: > - - 0 1 10 VLd w936.5 11 936.5 I I /lI,�,�� ••::.: /.:,. - - 9348 \ :. pia::::.:.::.�; ::.:.� 0 X Q L.L_ L.L_ X oM I 0 DND lei rn rn SILT FENCE TYP I hereby certify that this plan was prepared by me or under my Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State //18 Revised Pond 12 0 - L /2/19 Revised per Plat 09/0909/19 Revised Rear Swales 11/04/19 Revised NW Villas Gradin John Bender 12/12/19 Revised for 5th Add. 12/27/19 Phase 2 Record Grading Dates 03/11/20 License No, 43358 Designed, JIFIB 03/11/20 137th St. Sidewalk Checked: JHB Drawn: DJW Record Drawing by/date: DMW Prepared for: 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance LEGEND: DENOTES SOIL BORING �SF� DENOTES SILT FENCE PW SF DENOTES POST GRADING SILT FENCE �HDSF� DENOTES HEAVY DUTY SILT FENCE -980 DENOTES EXISTING CONTOURS ..-980- - DENOTES PROPOSED CONTOURS DENOTES EXISTING STORM SEWER �►►� DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION �66.30 DENOTES PROPOSED SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATION /TEMP X0001:10b FOR TEMPORARY DITCH DENOTES EROSION CONTROL ROCK CHECKS E.O.F. DENOTES EMERGENCY OVERFLOW TW=1020 DENOTES TOP WALL ELEVATION BW=1000 DENOTES BOTTOM WALL ELEVATION EMISSION DENOTES RETAINING WALL DENOTES INLET PROTECTION AT CATCH BASINS ................ DENOTES WOOD FIBER EROSION .................':':':':':':':': CONTROL BLANKET • • • • • • • • • • • (3:1 AND STEEPER SLOPES) DENOTES WETLAND BUFFER MONUMENT DENOTES EXISTING TREE TO BE REMOVED >� DENOTES EXISTING TREE TO REMAIN DENOTES WETLAND FILL - - DENOTES WETLAND - - DENOTES WETLAND BUFFER DND DENOTES DO NOT DISTURB POND ACCESS ROUTE 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 THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & PONDS BELOW OUTLET ELEV. 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-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. Adelaide Landing 4th & S& Add. Phase 2 grading ADELAIDE - L A N D I N G- Hugo, MN I I !I 0' 50' 100' 150' Latest Revision Date:03/11/20 0008463GDF02.dwg Date: 10/02/18 sheet: 6 of 9 Grading Drainage and Erosion Control Plan © 2019 WestwoodProfessional ervlces, Inc. Call 48 Hours before digging: FONDANT TRAIL N. n-7r� GOPHER STATE ONE CALL .O O O p .O 0 .04 0 .O (D AO 04 .(0 O .O O .O O � p .O O ro 00 .00 00 .00 00 .O (V .04 N N 00 AD (O AD (O .O 00 A0 (N .0 (0 970 m:1 u�.Co o� m:0 n.O U-) N.N o� o� o� or1� -:N CO-ED �� 00 m.N o►�i �:I CO.n oEri o� c�:0 c0.0 0 n o- . o . �.... CO.n O:CO Ln.O N:N o o o0 Lf).n 00 Ln:- �o N.00 Ln:� Ln.N � � � Ln:M � r').(D r') :0 N.N � � g)-o Ln:� Ln.r go �-0 CN t �o �.� LO CC �.rn �o �:n r-.O U-) M U-).N Ntl') �o �o �.V7 �o �:CO O.N �:EO -t.0 �� Ln:n �� 970 .... �.. N ro r'-)-ro r'- M r0-r•7 rr ro rr)-r•7 N PO "_ro rr r) N-r) rr r) rr)-r) �.... �.... rr ro PI-)-ro r'- M ) �.... N-r'7 Q).... Q).. � ro �-ro rq - rq-� N 4- �.... �.... �.... N-r•7 N ro N-r•7 �.... N PO �.... �.. "_ro N ro N-� N N � N V . Q).... Q).... N-� N rM "_ro Q).... N PO Q).... Q).. "-PO N PO N-� N N-� . Q).... Q). . N PO N-M N ro "-PO N M . m 0 0-0 M 0 0)-0 M 0 �-0 M 0 0)-0 M 0 �-0 M 0 �-0 M 0 0).0 M 0 0).0 M 0 0-0 m 0 M-0 m 0 07.0 M 0 07.0 M 0 0.0 M 0 0.0 M 0 M-0 m 0 M-0 m 0 07.0 M 0 m-0 M 0 07.0 m C) M-0 M 0 0).0 M 0 0.0 m 0 . . . .965 . .'. ........'..........'.... . . .'. . . .'. . . .'. . . .'. . . .'. . . .'. . . 00' .V0...'..........'..........'..........'..........'..........'..........'.. 50. . .' 50.00 VC 50.00 -VC . .'. 00' ..0 ................50 50 V:. . . 00' 'VC '50.00' VC . . . .'. . . 50:.00' VC . : : : 105.00' VC : L:P. ELEV = 939.22 H.P. ELEV = 940.38' L.P: ELEV = 939.22: H.P. ELEV = 940.72 L.P.: ELEV _ 939:.36 H.P. ELEV =: 940.64 960 ....... H:P. -ELEV = -939-.41.......:.. ......'... H.P.. ELEV ._ .939.56.................... _ ........ H:R.. STA ._ .40+08.55... L.P.. STA .= .37+90.00.............H.P. STA: = 35+13.5.5: .. ...... . L.P.: STA 32+61.39 ....H,P.. � � .. . STA ._ .30+27..4.1............. 960 H.P. STA _ 49+52.46 H.P. STA = 43+00.98 - PVI STA = 42+25.70 PVI STA = 40+08.55 PVI STA37+90.00 PVI STA = 35+13.55 . PVI�'STA. _ 32+61,39� .PVI STA = 30+18.. PVI STA _ 49+40.00 PVI STA 43+40.24 : P-VI ELEV - 939.15 PVI ELEV = 940.45 : PVI .=. ELEV = 939.14 : PVI ELEV' = 940.80 PVI :ELEV 939:29 PVI ELEV = '940.74 955 ....... PVI- ELEV-_.939.53........230.0 .. V......PVI ELEV ._ .939.84.'...................A.D. _ 1.20%............'.... A.U. �.'-1:2.0.% ......... A.D.. T.'1.20.% ................'. A.D. _ -1: ........'..... A.D.. = 1.20% � ............'AID.. �=- _. -1,86% ........'........ . 955 . A.D. _-2.41%- L.P. ELEV = 933.52 A.D: = -4.76% ' ' K = 4f.67. . . K _ 41:67 K . . ' . 41.67 ' . . . . K 41:67 K 41�.67 .K = 26.89 . . ' . ' . . K := 20.76 L:P. STA = 45+72.38 ' : K = 22:08 : . . . . . ' . . PVC - 42+00.70 PVC = :39+83.55 PVC . . = :37+65.00 . . . PVC . 34+88.55 . PVC: = 32+36.39 -PVC . . . 29+93.55 . . 950 ... PVC - PVI STA =- 49+15.00.........................PVC 45+27:00 : = .42+87.74.'..........'....... PVT 42+50' 70 �_ ,939�.30 ... PVT ._ .40+33.55...... . PVT. . . r. 38+15.-0.0.............. PVT = 35+38.55 : .. ........._ PVT: = 32+86.39 ...... . PVT . = . 30+43..5.5.......' ......... 950 PVT = 49+65.00 PVI ELEV = 932.08 . PVT _ 43+92.74 ELEV ELEV =- 940.30 ELEV = 939.29:ELEV ELEV = 940.65 ELEV.' 939:44. ' 940.43 ELEV = 939.08. A.-D. 5.96% ' ELEV = 939.52 : ELEV = 939.30 ELEV =: 940.30 ELEV =: 939.29 ELEV = 940.65 ELEV = 939.44 ELEV 940..59 945 ....� � ELEV K = 38:59 : _-934.38...........'........... .. ELEV ._ . 937.66.:....... .... . ... ..................... .................... .......................... ........................ ....................... .............................. 945 PVC 44+12:00 ' PVT = 46+42.00 ' 94O . .:. . . .:. . ELEV = 936.85 : . . .:. . . .:. . . . . .:. . . .: . . .:. . . . ' . . . ' . . . .:. . . .:. . . . ' . . . .:. . . .:. . 940 ................................................................ -0.6 %0.6O . . . ' . . ELEV = 934.15 .. . . ' . . .... .... -0.60% .... 0:60% .... -0.60% ..... ......... 0:60% -0.60% 1.267 935 .....................o0...... �.s ........... ... ,��6% ........................................................................................................................................................................... . .: .. 935 930 :_J- _ __ ___. _: 930 �.�.�........... -.. - - �.-.�'� ,..; _ _ - .- ...............- _ - - - �..-..._ _ -..- _.................................................................... _ - - - ........................._ . . .:. . . .:. . . .:. .. . . . . . .:. . . .:. . . .:. . . .:. . . .:. . . .:. .-------------------- --------------- _ --------------=-- - 925 .........................................................................................................................................................................................................P.VI.STA-= _ .27.+25.98........ 925 PVI ELEV = 937.06 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 135TH TRAIL N. 970 970 . .00 .(D . .O An . 0 0 -(0 . ro 0 '00 . .(O . .CO . .0 . ro .00 . ro .00 . ro .00 . ro .00 . N N 965 o 1.14.... -t-0 r) f•�') Nir Ltd 0 co-r- co N C0-00 0 0 -t-Eo � 0 -t-N rO 0 CO-ED � � M'0 M Co r '0 M 0 L0.0 � N M-co CO 0 co -co 0 � r-'M r) (D r )-Co N � 0't7 010 0-0o N,t 0 � • 965 r7r7 - .. rr)n Lri .. -t:o) :. r�17 rr)ro o rq� .: N m :. r�M N:� .. �:� .. rqn rqM �:00 .. o:00 :. o:00 .: o 0) :. r�P7 rgrn r�P7 r�P7 o:0) .: ff rn Q.m :. r�r� o:M .. 1`0n Q):cQ :. :� .. Nt7 Nn �:r; .. �:r; .. Nn Nro Q0:cQ .. Q):m .. NM NM Q):m :. Q0:o .. Q0:o :. �:o .. Q0.0) :. NM N� N� N� NM �:CQ .. �:r; NM Nro .. �:r; .. Nro �:� :. � Uri .. Nro Nro g):,* :. m: .. Nro Nro r�M �0 �0 �0 M.M. 070 M.M. 070 M.M. �0 M.M. �0 M.M. 070 0)0 0)0 0)0 0)0 0)0 0)0 0)0 0)0 0)0 0)0 m0 �0 �0 0)0 �0 070 �0 070 �� GOO m0 960 . ... ........................................................................................................................................................................ . . . . ... . . . . ... . . . . ... . . . . ... . . . ... . . . . . . . ... . .VC ... . . . . ... . . . ... . 100.00' VC . . ... . . . ... . 9.0.00' VC . . ... . . . ... . . . ... . . . ... . . . ... 90.00' VC . . . ... 960 955 . ... . = 60:00, VC ' : .. H.P. -ELEV = 939.70 L.P.: ELEV = 937.58 : H.P. ELEV = 940.72 L.P. ELEV - 934.39 955 H.P.- -ELEV- = 940.01.............. 60 00 VC . H..P:.. STA -_ :1.1 +:15:58 .....: L:P.- STA -= 9+01.00...... H:P-. - STA -= 6+13.20................................ L.P. -STA- = -1+-34:59 ........... . H.P. STA = 15+50.98 L.P. ELEV = 938.49 PVI STA = 11+05.00 PVI STA = 9+00.00 PVI STA = .6+10.00 PVI STA = 1+55:00 . PVI STA = 15+50.00 L.P: STA = 1:3+39.70 PVI 'ELEV _ 939:82 PVI ELEV = 937.26 PVI ELEV = 941.03 . . . PVI ELEV = 934.21 950 PVI- ELEV �_ -940.14........ PVI STA = 13+45.00 : A;D.: _:-1,85-� .: A. _ -2.55% ......... A:D. 2 8 _ 0% .................................. A.D.= 2: .% ............. 06 . 950 A.D. _ -1.65% PVI ELEV = 938.39 K = 32:49 K _ 39.23 K _ 32.16 . . . K = 43:64 . . . K = 36.28 - A.D.:- - 1.45% PVC = 10+75:00 PVC = - 8+50.00 PVC := :5+65.00 PVC := :1+10,00 945 .PVC �_ -1.5�+20.00 .. ........ K := :41:.33.:.:::.:.PV.T = :11+35:00 .::..:. � .: PVT - . -9+50.00.......... PVT - -6+55.00....... . ... . . . ........................... . PVT- =- 2+00:00 ..... -_ ..... . 945 PVT = 15+80.00 PVC = 13+15.00 'ELEV = 939:45 ELEV = 937.91 ELEV = 940.36 ELEV = 934.46 ELEV - - 939.88 PVT 13+75.00ELEV _ 939:64 ELEV.. ELEV 940.44...... 940 ELEV_ ELEV __ .938.56 .:.: :.:.:::.:.:.:.:::.:.:.: __ _ ....... . ..:.:::.:.:.:..:: _ :. ' .:::.:.. :::.:. 940 -0.80% 0 8 ° -0.60% . ... 1.25� . ... . _1.30% . . . ... . . . ... . . 935 ----_ ...............-. PVI STA- _ .. . . . .......................................................................................................................................... 17+80:77: = ... = . . . - - - ... . . . - . ... . . . ... . . . . . ... . . . . ... . . . ... . . . . ... . . . . ... . . . ... . . . ... . . . . . ... . . . ... . . . . . . ... 1.507 ... . . .. . -0 935 6% 93O PVI ................................................,.- ELEV = 938.29: _ -:- - - _ _ : - �.-.-.,:.:.....`..--.. - _ - ; . _.......................... �_- . . . . . ...................................... . . . 'STA, . / 1 Q0;%L�Y 930 . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . . . . ... - . �" . ------__- --.-.-.- ------PVI 'PVI ELEV = 93452 925 : : : : : : : �� : : : : : 925 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 137TH STREET N. 970 970 .......... 'Co. ..� ............................................. . .- . . � . n. . .O .� O 10 rn -Itn -n n � . . Lo 965 N-0 r rO Nir C0 0 00't r- 00 't'00 � (0 Nip I� p _14) O N 0O'0 Ln (0 . N'M 0-)(0 0.I . . . 965 �.(D .............................................................................................. r0 r) � I: rO r+� L6.r o r0 PO �.� L6.� L' r0 PO �.� Go L6.� L i o �.� oi 4.� i oi r0 PO r0 PO r0 PO r0 PO r0 PO r0.PO r6.� N o �.� r0 PO r0.K) N-) K) i o 4.� r0.K) r0 K) . m.0 �� . �� . �m �� . . . �� o �0 mm �0) 0)0) . �0) 0- 0) 0)0 . . �0 �O) 960 . .............................................................................................. . . . . . . . . . 50.00' .VC . . . . . . . 960 955 . . . H.P. :ELEV = 939.:36 955 ..............................H:P.- STA -= 6+15.00............................................... . . . PVI STA 6+15.00 . . . . 95O . . . PVI ELEV = 939.44 950 ...................................A.D: =--1.20%.............................................. . . . . K 41.67 . . . . 945 . PVC = 5+ . . . . PVI STA = 945 ........ PVI ................. STA- _ 1+00.00 - ..PVT=-6+40.00..... .................._....... :ELEV: = 939.29 . PVI ELEV 9+18.91 .......... 939.71 ' PVI ELEV = 936.98. ELEV 939..29 . . ... . .. . 940 ........:::.......:::.......:::.: _ = - 0.60%.......0.60%..... _o :.:.::: 607 �:5rb :.:::.: . 940 . ... . .0.73% . . ... ... ... . . 00' VC . . 50.00' VC . . 80.00' VC 935 - -H P : aEV H.R. STA 9W8:92 3+80.40 - = _ - _ L�P : ELEV_ .:938.58 : _ L.P. STA - A+-6(-:-06- _ .:.:.:::.:.:.:. - _ L.:P:.. ELE:V =. 938,37. -LP-. -ST-A = 8+04.22 935 PVI STA = 3+7.8.00 PVI STA = 4+60.00 _ - - _ _ PVI STA- _ 8+22.00 930 ............. . . . ... PVI ELEV . . . A.D: = _ ... 9.00 -1.33% . PVI .ELEV. =. 938..51.:::.:.:.:.:::.:.:.:. .. . . . ... A.D. = 1.20% PVI: ELEV . _ . 938.20. A. D. = 2.16% 930 . . . ... . . . K= . ... .K 41.67. . . . ... . . . ... . . . K=37M. 925 ..:.:::.:...PVC . = . PVT = 3+53.00 4+03.00 ......:::. PVC. =. 4:+:35:.0 ....:::.......:::.:.:.:. PVT = 4+85.00 PVC. =. 7+82:00 .:. PVT = 8+62.00 925 ELEV = 938.82 . ELEV = 938.66. ELEV =-938.44 920 : . ELEV = 938.85 _ = . 920 1 2 3 4 5 6 7 8 9 10 FLETCHER LANE N. 960 960 .0 . .0 . to r T_ r .N 955 COED ro N.0 r- N.0 rO N -t-rn Ln 00 0.0 to 955 0:6 :. .. o:.aJ.. . o�:.aMJ.. o:06.. 05 .. n 05 .. 4:0i �. rO n Orn.M. :�4 0.75 . ..o�:.M05 .M .M �o (.M .rnrn aj 950 . . PVI STA = 1+00.00 . . . PVI ... TA = 5+90,56 950 945 PVI ....070%........... :ELEV .939.69 : PVI . ELEV: _: . . ... . . . ... . 0.60%.:.:.: 939.36 -0.62%. 945 940 940 50.00' VC 50-.00' VC 935 L.P. L.P. .ELEV. STA . =: 938.73 :..:: 2+49.93 ...... H.P. ELEV = :939.97 � H.R. -STA = -4+79.59... _....._ ._ _ 935 PVI STA = 2+48.00 PVI STA = +.8:OG- E -LE1_865T-I . �3._ _ A. D. = 1:30% _PV930PVI ELEV =940.05 ..A.D. =-1..22% ........... . 930 K: =: 38.45 K = 40.98 925 PVC = PVT = 2+23.00 2+73.00 .. PVC = 4:+55.00 . . . PVT = -5+05.00.............. .. . 925 ELEV = 938.83 . ELEV = 939.90 920 ELEV = 938.80 ELEV :_ : 939.89 920 1 2 3 4 5 6 Westwood I hereby certify that this plan was prepared me or under AL Revisions direct supervision and that I am a duly licensed PROFESSIONAL mod; Jgg ENGINEER under the laws of the State of Minnesota. 11 07 18 Revised Pond 12 04/22/19 Revised per Plat Checl(e& JHB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 12/12/19 Revised for 5th Add. Fax (952) 937-5822 Minnetonka, MN 55343 12/27/19 Phase 2 Record Grading Drawn: DJW Toll Free (888) 937-5150 westwoodps.com John Bender Westwood Professional services, Inc. Date: 03/11/20 License No. 43358 Record Drawing lql& e: DIM Prepared for: E 31 30 29 28 27 FLINT CIRCLE 965 ................................. CO 9 6 0 I�.p U ro CD.ta �.0 N �Ar) I-.00 Q0.� '.� �.O Qo.n I-.O CO O_ � _ CO r. N � �. N-� _ m r. N � �. N _ O N_ _ M'-N. . m N. r7 � N-� N � . M,-M. . m M. . N-� N � m M. N-� . m, M. N � . M, 40, . N-;4: N m 0 0) 0 M-0 0) 0 rn-0 0) 0 rn-0 0) 0 rn-0 0) 0 M-0 0) 0 0)-0 949 a"110. 0.60% . . . . . . - 0. 73% 940 .........':.........:............50.00'. H.P. VC....... ................ ... . ELEV = 943.66 H.P. STA = 5+97.68 935 ........................PVI . PVI STA. = 1+00.00 PVI STA .= .6+00.00... . .. .. . ELEV = 943.74 PVI STA = 7+47.06 930 PVI ELEV = 940.72 ' A:D. _ -1.33% PV1 ELEV = 942.67 - - - --.- .'.-- --=.' .K...37..:55.. .......'--;----- PVC = 5+75.00 - - PVT = 6+25.00 925 ......... .......... ........ ELEV: _ : 943.:59............................. ELEV = 943.56 1 2 3 4 5 6 7 FLAY AVENUE 0 M :rn 955 L606 4 00 � ,� 4 C6 955 mao) M 0 0)-0 M 0 0 950 950 9 45 PVI .STA. PVI ELEV =: 936.351 -1.'12q 935 ..... . .__...- . . : ...... LPVI- STA-.=- 1+00.00- PVI ELEV' = 938.59 925 925 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 0 1 2 3 4 Adelaide Landing 4th & 5th Add. Phase 2 grading ADELAIDE - L A N D I N G- Hugo, MN an Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 955 am 935 925 0' 100' 200' 300' Latest Revision Date:03/11/20 0008463DTF20.dwg Date: 10/02/18 sheet: 7 of 9 Street Profiles © 2019 Westwood Professional Services, Inc. INSTALLATION WIRE FENCING F. SPECIFICATIONS: WE�fLdND SUBMIT PLAN TO CITY OF HUGO PRIOR TO INSTALLATION OF SIGNS MATERIAL AND WORDS MAY CHANGE BI�FF�R POST 1) SET POSTS AND 2) STAPLE THE EXCAVATE A 6"X6" WIRE MESH TRENCH UPSLOPE FENCING TO ALONG THE LINE EACH POST TRENCH OF THE POSTS 6"X6" _ IIIII-IIIII IIIII-IIIII= IIIII-IIII -IIIII-IIIII- IIIII=IIIII -IIIII =IIIII-IIIII IIIIIWIII PROPERTY LINE �\ �cr�ECTOR PLATE OVERFLOW 1 -CENTER OF FILTER ASSEMBLY OVERFLOW 2 -TOP OF CURB BOX =1III- =IIIII= =IIIII 10"FILTER ASSEMBLY MONUMENT: =IIIII -IIIII IIIII 4. 6. 4, NQCONSISTS OF A POST AND A WETLAND BUFFER SIGN M WIG G� II I y v O OP'O S 3) ATTACH THE FILTER 4) BACKFILL THE FILTER FABRIC FABRIC THE TRENCH AND WIRE FENCING AND COMPACT THE THE TRENCH COMPACTED EXCAVATED SOIL 9 �Mq-1" 2 9 CURB ALLO ED WETLAND BUFFER SIGNS; \G 1P� O/RFc F�/MGM BACKFILL PJ0 MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH 3/8" DRIVE eyFti Rq•S RIVETS AND NYLON WASHERS SIZE: 12" H x 8" W ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 FR _ _ _ ��1=�� IIIII-IIIII IIIII-III=IIIII-IIIII= \ Y I � IU III =IIIII-IIIII IIIII -IIIII =IIIII-IIIII IIIII -IIIII _ -IIIII- -IIIII-II�IIIIIII IIIIIIIIII =IIIII IIIII • POST MATERIALS: I III BOTTOM CG-23 HIGH -FLOW 2" X 2" X 8' TELSPAR POST J� 2 WASHEDCOARSE �6J` OF DRAINAGE WAY V 3" TYPE SP 9.5 WEAR COURSE MIX (2,B) (SPWEA240B) HIGH -FLOW FABRIC 1b 677' CLASS 5 AGGREGATE BASE OR CLASS 7 / B MEETING MNDOT SPEC 3138 POST INSTALLATION: A` A GEOTENLE FABRIC TO BE PLACED UNDER CLASS 5 AGGREGATE GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED EQUAL MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 6" MIN. INCHES IN THE GROUND INSTALLED PER APPROVED PLAN. DEPTH ELEVATION: POINTS "A" SHOULD BE NO SCALE HIGHER THAN POINTS "B" rn 0 °^1.'^4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER °BARRIERS NOTES: X FILTER SHALL BE INSPECTED IMMEDIATELY THE SILT FENCE OR FILTER BARRIER IS NO LONGER 1. THE ROAD DRAIN -CURB 8 GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS N AFTER EACH RAINFALL AND AT LEAST DAILY DURING REQUIRED SHALL BE DRESSED TO CONFORM WITH INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE PROLONGED RAINFALL. ANY REQUIRED REPAIRS THE EXISTING GRADE, PREPARED AND SEEDED. RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. SHALL BE MADE IMMEDIATELY. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. NOTES: 2. SHOULD THE FABRIC DECOMPOSE OR BECOME H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. 1. CRUSHED CONCRETE IS NOT ALLOWED INEFFECTIVE PRIOR TO THE END OF THE EXPECTED REQUIRED AROUND WATER BODIES, STEEP SLOPES, 2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24' X 50' USEABLE LIFE AND THE BARRIER STILL BE NECESSARY. AND HIGHLY ERODIBLE SOILS. MAINTENANCE: 3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE THE FABRIC SHALL BE REPLACED PROMPTLY. 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 4. MAINTENANCE IS INCIDENTAL 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 1/2 THE HEIGHT OF THE BARRIER. I I CITY OF WETLAND BUFFER Special Details oa-ol-ls CITY OF f T�`1n ROCK CONSTRUCTION Special Details Y OF ("C TO PLACEMENT AND CONSTRUCTION Special Details 000, i' CITY OF TYPICAL TRAIL Special Details of-ol-ls �, CITY OF WIMCO CURB & GUTTER Special Details oa-ol-ls oa-ol-ls °'P1 oa-ol-ls MARKER -SIG-2 lj J�� ENIRANI t HU-EC-1 '� n II J�� OF A SILT FENCE HU-EC-2 � SECTION HU-STR-10 �INLET PROTECTION (CG23) HU-EC-4 sa 01-20-17 es'r. leas 01-20-17 \ �L= . lsou 01-20-17 �L= t;5T. 1s0u es'1'. 1s0e 01-20-17 t;s'1'. 1s0u 01-20-17 CATEGORY STAPLE 4 OF LENGTH SPACING FOR STAPLES BLANKET SLOPE RATIO STAPLES YARD 00 5" 2: 1 (H: V)> 1.2 STAPLES / / / / ` 'A 2 0 5" 2:1 - 1:1 1.7 STAPLES 2 4" �` 3 6" y 4 6" TAMP DIRT 5 5"OVER MAT/ 6 5" �� +�":.;:'-.:,\ BLANKET 7 5" MIN. 4"- OVERLAP \ \\ GENERAL �\ STAPLE �\ PATTERN FI��ER CLOTH SOURCE O� PIER L l I VL JVIL / LINER BENEATH %// OUTLET ELEVATION \�/j WPZER �Pg�E (IN WATER QUALITY PONDS ONLY) TYPICAL SLOPE ZATION j\\\� NON -WOVEN GEOTEXTILE SOIL STABILI�i 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. LAST REVISED: LAST REVISED: TEMPORARY EROSION BLANKETS POND GRADING DETAIL GD06 03 03 08 1M�tvMood TURF REINFORCEMENT MATS FOR SLOPES 03 03 OS GD21 CLASS I -IV q�j 8� 1 RIP RAP lF R .R . i sue' cV PLACE FILTER FABRIC UNDER ROCK (TYPE IV FABRIC) A VIEW LOOKING UPSTREAM KEY STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 18" TO PREVENT OVER FLOW AROUND DAM. FLOW KEY I N ENDS OF FILTER FABRIC 5 fft. MINIMUM OF 6" SECTION A - A TYPE IV FABRIC 'L' = THE DISTANCE SUCH THAT POINTS 'A' AND 'B' ARE OF EQUAL ELEVATION. 'L' SPACING BETWEEN CHECK DAMS TEMPORARY ROCK CHECK DAM Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. EMERGENCY OVERFLOW / 00000000000 \ 2"0 0 0 0 0 0 0 0 0 0 0 0 0000000000 p 00000000000 } 00000000000 00000000000 • BOLT PRC TO INLET II&q DUAL LAYER H MICRON FILTE BETWEEN I INSTALL 20 FILTRATION ROCK NOTE: FILTER FABRIC MAY BE REPLACED AS REQUIRES BY REMOVING BOLTS/RIVETS CONNECTING HDPE LAYERS AND BOLTING/RIVETING BACK TOGETHER I DEVICES SHOWN ARE AS MANUFACTURED ROYAL ENVIRONMENTAL SYSTEMS. INFRASAFE - CULVERT INLET PROTECT LAST REVISED: 03 03 08 INFRASAFE - CULVERT INLET PROTECTOR GD18 I hereby certify that this plan was prepared by me or under my Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota /12 0 /18 Revised Pond / 2 /19 Revised per Plat 11 _ 11/04/19 Revised NW Villas Grading 12/12/19 Revised for 5th Add. John Bender Cp 12/27/19 Phase 2 Record Grading Dates 03/11/20 License No, 43358 01/xx/20 Client Comments ROAD SURFACE w J Z Jd SUBGRADE ELEV. GEOTEXTILE FILTER AGGREGATE (MnDOT 3149.21H) 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 J:I JLVrL PERFORATED DRAIN TILE REV. 7/16/99 SD-12 TYPICAL POND CROSS-SECTION 0 ADJACENT PROPERTIES N.T.S. JHB Prepared for: Checked: JHB Drawn: DJW Record Drawing by/date: DMW 7' (MIN.) (VARIES) 3' 40' Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 WATER ENTRY UNIT WITH TRASH SCREEN GENERAL NOTES: 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE. 2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT A CHANGE. 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION ORIFICE OPENING INSIDE THE INSTALLED. ORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE. 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER. 7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. SCHEDULE 40 PVC PIPE (BARREL OR ARM) ARTHEN EMBANKMENT MAXIMUM HEIGHT OF FLOAT WHEN NO MERGENCY SPILLWAY OTHER STORM WATER DISCHARGE OPENINGS EXIST LEXIBLE HOSE (MAJOR STORM EVENT) FLOAT _ INVERT OF LOWEST STORM PVC VENT GRATE WATER DISCHARGE OPENING PIPE // (MINOR STORM EVENT) TOP VIEW -II II II LOAT FLEXIBLE HOSE MUST BE SECURELY FASTENED TO PVC VENT PIPE I I STORM WATER THE WATER QUALITY / I DISCHARGE-----, ISCHARGE DISCHARGE OPENING OPENING OUTLET PIPE\ 17 HOSE TER ENTRY UNIT L = 1.4 X DEPTH TO THE OVERFLOW MINIMUM LENGTH APPLIES SCHEDULE 40 PVC PIPE (BARREL OR ARM) END VIEW SIDE VIEW MAINTAIN DEPRESSION TO�� (NO SCALE) MINIMIZE CHANCE OF SKIMMER BECOMING STUCK DRAWN BY T. R. EVANS 10/10 FAIRCLOTH SKIMMER°DISCHARGE SYSTEM WITH OUTLET W.FRCLO111 &SON INC. WWW.F AIRCL T1H & SON INC. STRUCTURE TELEPHONE: (919) 732-1244 FAX: (919) 732-126666 EMAIL: WARRENOFAIRCLOTHSKIMMER.COM 25' EL. OF GROUND AT WALKOUT 8.2' BELOW GARAGE SLAB GARAGE FLOOR EL. 0.5' TOPSOIL UNLESS OTHERWISE NOTED. ---- r - �'� L3.00' TO SUBGRADE 0.67' I -' 0.5' TOPSOIL BASEM FLOOR �' pLPN 31 MPX,,,----r--- /fir --- - -15- -- ---- i MATCH PROPOSED GROUND AT WALKOUT ELEVATION i ENGINEERED FILL R.O. W 3' 22' 15' 1' Y U I FINISHED GRADE AFTER HOUSE a m N FINISHED GRADE FOR PAD 10' HOLD DOWN LIMITS ROADWAY 14' ENGINEERED FILL ENGINEERED FILL �N," SUITABLE BEARING SOIL (TYP.) TNa&-Out (TNO) SUITABLE BEARING SOIL (TYP.) N.T.S. 65' HOUSE PAD R.O.W Q-ROADWAY 22' 7 (MIN.) 1 3 40 25 3 15 1 14 (VARIES) Q FINISHED GRADE AFTER HOUSE EL. OF GROUND AT LOOKOUT 5.0' m ~ bi FINISHED GRADE FOR PAD BELOW GARAGE SLAB F UNLESS OTHERWISE 10' NOTED. GARAGE FLOOR EL. HOLD DOWN LIMITS N ------------ ---- �� ___ -----_____________ 0.67' �� 3.00' TO SUBGRADE I -- 0.5' TOPSOIL - BASEMENT FLOOR �� `�� ENGINEERED FILL i' ,- 0.5' TOPSOIL ENGINEERED FILL ENGINEERED FILL IDSCAPING ` � � ,, ; ; -� SUITABLE BEARING SOIL (TYP.) SUITABLE BEARING SOIL (TYP.) Look -Out (LO) N.T.S. 4CENT PROPERTY LINE 7' (MIN (VARIES 3' 40' 25' R.O. W 3' 1 22' 15' 1' YI FINISHED GRADE AFTER HOUSE U a m w FINISHED GRADE FOR PAD Q-ROADWAY 14' 1 10' HOLD DOWN LIMITS -------------------------- ENGINEERED FILL ENGINEERED FILL >� SUITABLE BEARING SOIL (TYP.) R bl R SUITABLE BEARING SOIL (TYP.) 0.67' ---- GARAGE FLOOR E -- - 3.00' TO SUBGRADE BASEMENT FLOOR 0.5' TOPSOIL i f- ENGINEERED FILL 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 am er N.T.S. Latest Revision Date:03/11/20 0008463DTF21.dwg Adelaide Landing 4th Ile 5th Add. Date: 10/02/18 sheet: 8 of 9 Phase 2 Grading ADELAIDE - L A N D I N G- Hugo, MN Details © 2019 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL R.O.W Q_ ROADWAY 10 MINJ 25 3 22 15 1 I 14 (VARIES) Y I U FINISHED GRADE AFTER HOUSE a m Ld FINISHED GRADE FOR PAD EL. OF GROUND AT WALKOUT 8.2' 10' BELOW GARAGE SLAB GARAGE FLOOR EL. HOLD DOWN 0.5' TOPSOIL UNLESS OTHERWISE - LIMITS NOTED. ---- � /BASEM - r- L -- -- -- ----�\ -- -- ��\� ------- ____ ------------�_ 3.00' TO SUBGRADE I 11 0.5' TOPSOIL 0.67' FLOOR -,' ` f- ENGINEERED FILL M PX----------- ENGINEERED FILL MATCH PROPOSED GROUND AT WALKOUT ELEVATION SUITABLE BEARING SOIL (TYP.) ENGINEERED FILL Villas Walk -Out (WO) SUITABLE BEARING SOIL (TYP.) N.T.S. I 72' HOUSE PAD I R.O.W IZ- ROADWAY 10' (MIN.) 47' 25' 3' 1 22' 15' 1' 14' (VARIES) QI FINISHED GRADE AFTER HOUSE I EL. OF GROUND AT LOOKOUT 5.0' I m ~ N GRADE FOR PAD BELOW GARAGE SLAB UNLESS OTHERWISE 4FINISHED 10' NOTED. GARAGE FLOOR EL. HOLD DOWN LIMITS 0.67' �� --- -- -------- - ---- _ _ I ------------T- --------------- 15' 3.00' TO SUBGRADE 0.5' TOPSOIL BASEMENT FLOOR `� i' ENGINEERED FILL 0.5' TOPSOIL � i� ENGINEERED FILL' �• i f/, ENGI EERED FILL F ' SUITABLE BEARING SOIL (TYP.) SUITABLE BEARING SOIL (TYP.) Villas Look -Out (LO) N.T.S. 72' HOUSE PAD R.O.W Z ROADWAY 10' (MIN.) 47' 25' 3 22 15' ill14' (VARIES) Y UI a FINISHED GRADE AFTER HOUSE I m FINISHED GRADE FOR PAD V) I F I \ MAX 0.6 7' 10' F GARAGE FLOOR EL. HOLD DOWN ------------ LIMITS PN r --- - - -- -- -- ------ - -- - ------------- _ ' - 3.00' TO SUBGRADE---------------- - ' 15' I BASEMENT FLOOR 0.5' TOPSOIL ENGINEERED FILL��\ ENGINEERED FILL f� ENGINEER D FILL N 7W SUITABLE BEARING SOIL (TYP.) Villas Rambler (R) SUITABLE BEARING SOIL (TYP.) N.T.S. I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of bfinnesote./12 0 /18 Revised Pond / 2 /19 Revised per Plot 11 _ 11/04/19 Revised NW Villas Grading 12/12/19 Revised for 5th Add. _ john Bender 12/27/19 Phase 2 Record Grading Dates 03/11/20 License No, 43358 3F52 CONCRETE SIDEWALK CLASS 5 AGGREGATE BASE )% CRUSHED GRAVEL) �'%Jwl MAnTCM SUBGRADE CON C. WALKWAY NO SCALE ;AL PA\ NO SCALE 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) 8" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24" MNDOT 2211 CLASS AGGREGATE SUB -BASE (100% CRUSHED) GEOTEXTILE FABRIC, FOR CLAY SUBSOILS - MIRAFI 50OX (AS DIRECTED BY GEOTECHNICAL ENGINEER) 54' (ROW) 28' &-F) 30' -B) 6" MIN12' 15' 15' 6' 5' 1 . TOPSOIL (TYP.) 39; �2.0% 2.0% 3% 2% SIDEWALK (TYP.), VERIFY LOCATION 1.5:1 SLOPE 2.0' BOC PROFILE GRADE SURMOUNTABLE GRADING GRADE CURB & GUTTER 40" FONDANT TRAIL N. STA 27+25.98-45+00 SIDEWALK RIGHT N.T.S. 10' 6" . TOPMSOIINL (TYP.) �3% 1.5:1 SLOPE 2.0' BOC � 1' 5' 7' 2% 3% SIDEWALK (TYP.), \ VERIFY LOCATION 1.5:1 SLOPE 2.0' BOC ---- 50' (ROW) 28' (F-F) 30 B-B 15' i 15' 2.0% 2.0% 5��; PROFILE GRADE GRADING GRADE 40" FLINT CIRCLE N. SIDEWALK RIGHT N.T.S. 60' (ROW) 32' (F-F) 34' B-B) 10' 3= SURMOUNTABLE CURB & GUTTER Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 WOOD FIBER EROSION CONTROL BLANKET 3• � � 3•• 1 4' TEMPORARY DIVERSION DITCH NO SCALE 60' (ROW) 32' (F-F) 34' (B-B) 6" MIN. 13' 17' 17' 13' TOPSOIL �- 3% - (TYP.) 3% 2.0% 2.0% 1.5:1 SLOPE 2.0' BOC PROFILE GRADE SURMOUNTABLE GRADING GRADE CURB & GUTTER 40" 135TH STREET N. STA 1 +00-3+50 137TH N. (,STA 1+00 NO SIDEWALK N.T.S. 50' (ROW) 28' (F-F 30' (B-B 1' 5' 4' 15' I 15' 2% 3% 2.0%, 2.0% SIDEWALK (TYP.), - VERIFY LOCATION SURMOUNTABLE CURB & GUTTER PROFILE GRADE GRADING GRADE 40" FLETCHER LANE NORTH SIDEWALK LEFT N.T.S. 60' (ROW) 32' (F-F) 34' (B-B) 17' I 17' 13' 13' 17' I 17' 6" MIN, 6" MIN. 2.0% 2.0% 3% TOPSOIL TOPSOIL 3% 2.0% 2.0% (�.) (�.) _T � PROFILE GRADE SURMOUNTABLE SURMOUNTABLE PROFILE GRADE GRADING GRADE CURB & GUTTER CURB & GUTTER RAIDING GRADE 40" 135TH STREET N. (STA 3+50-11 +30) FLAY AVENUE SIDEWALK LEFT N.T.S. 10' 15' 28' (F-F) 30' B-B) 1 15' 6" MIN. TOPSOIL (TYP-)�3% 2.0% 2.0% PROFILE GRADE 1.5:1 SLOPE GRADING GRADE 2.0' BOC 40" 137TH STREET N. (STA 6+20-9+20� SIDEWALK RIGHT N.T.S. JIHB Prepared for: Checked: JIHB Drawn: DJW Record Drawing by/date: DMW 40" 135TH STREET N. (STA 11 +30-17+80) 137TH STREET N. (STA 2+80-6+20) SIDEWALK RIGHT N.T.S. 3% > > > SURMOUNTABLE LLOT PROFILE CURB & GUTTER DIRECTION "OF: FLOW.....:: STREET PROFILE . DIRECTION OF ON STREET LOT BENCHING DETAIL NO SCALE 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Adelaide Landing 4th & 5th Add. Phase 2 grading ADELAIDE - L A N D I N G- Hugo, MN 10' 6" MIN. TOPSOIL 3% (TYP.) 1 SLOPE 2.0' BOC 7' 5' 1' 3% 2% SIDEWALK (TYP.), VERIFY LOCATION 1.5:1 SLOPE 2.0' BOC Latest Revision Date:03/11/20 0008463DTF21.dwg Date: 10/02/18 sheet: 9 of 9 Details © 2020 Westwood Professional Services, Inc. for Sanitary Sewer, Water Main, and Streets for Storm Sewer, Adelaide Landing 5th Addition Hugo, MN Prepared for: OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Contact: Steph Griffin Phone: 952-525-3239 Prepared by: Westwood Phone (952) 9375150 12701 Whitewater Drive, Suite #300 Fax (952) 937:5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Project number:0008463.05 Contact: John Bender Sheet List Table Sheet Number Sheet Title 1 Cover 2 Overall 3 Sanitary Sewer and Watermain Construction Plan 4 Sanitary Sewer and Watermain Construction Plan 5 Sanitary Sewer and Watermain Construction Plan 6 Sanitary Sewer and Watermain Construction Plan 7 Sanitary Sewer and Watermain Construction Plan 8 Street and Storm Sewer Construction Plan 9 Street and Storm Sewer Construction Plan 10 Street and Storm Sewer Construction Plan 11 Street and Storm Sewer Construction Plan 12 Street and Storm Sewer Construction Plan 13 Street and Storm Sewer Construction Plan 14 Storm Sewer Construction Plan 15 Intersection Details 16 Intersection Details 17 Details 18 Details 19 Details Vicinity Map (Not to Scale NO. DATE REVISION SHEETS 1 01/14/20 REV 137TH SW PER CITY 1,2,12 Construction Plans for Sanitary Sewer, Water Main, Storm Sewer, and Streets for Adelaide Landing 5th Addition Hugo, MN Date: 01/09/20 Sheet: 1 of 20 0008463.05CVF01.dw c 2020 Westwood Professional Services, Inc. 930.2 /- HYD w/AUX VALVE 9'-6" DIP II MH 12 / WYE=0+61 / / 929.5 / / 12"X6" TEE 12" GV 939.6 // WYE=0+68 // GRND ELEV.=939 6\ - - JI . X" / / / / 929.9 / / /` -HYD w/AUX VALVE 12"-11 /40 940.1 / // / // / / 5'-6" DIP BEND \ / / WYE=1+33 / / / 12"X6" TEE -1 F_ - - - - -1 � i __ _ /IT/ / 930.1 / r.Rnln PI w =a-�a 7 , I I I I M,Ito] MV Mile] 99 20_ 27 oLn�L Zi LQ m �oz �o Q_ FONDANT TRAIL NORTH HYD w/AUX VALVE 17'-6" DIP ,12"X6" TEE '/ / GRND ELEV.=940.6 / 930.0 \ WYE=0+11 REMOVE & SALVAGE 941.2 TEMP. HYD AND REDUCER CONNECT TO EX. 12" WM .............................................. . ............................. TOP OF WM . . . . . . . . ........ ...... . . . . . . ..... ................... ........... ........... ....,.,. . . . . . . . . . . . . . STA=30+18 . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . ELEV 929 50 TOP OF WM TOP. OF. WM.. . . ....... _ STA 33+�41 STA=29+13 I I I I TOP OF WM ELEV=9.32.27 :. i i. . . . . . ELEV=929.50 . . . . . . . . . . 11. . . . . . . . . . . . . . . . . . . STA=32+71 . . :. . . . . . . . 144' - 8" .PVC . . . . . .:. 155'. -. 8" PVC:. ELEV=928.36 . . .. . . ... _`rr-------------=-.---------- 74' = 8" PVC SDR 3 ® 0.40� SDP 35 C� 0.40� 247' - 8" PVC 20' = 8. PVC rr ---------------.--------- SDR 35 C�? 0.40% : _ ... SDR 35 0.40% 32' - 8,� P 40% _------- - ----- ------- ---- - --- ..... SDR � 35 -- � ®� 0:40i� - - _ 08' - --- SDF� 35 8 ...0 _ ---- ®00� ...................... - - -- i i . �-�� -8" . �V�. - - - - ----- . . \�� . . . . . . . . . . . . . -- __ @ 0.40%: ----- -----.----------- . . . . . . . . . . . . . . . . . . . . . . . . . MH 4 MH 2 MH 1 =-�-__----- REMOVE PLUG - ---------------- MH 12. . . . . . . . . . ... . . . . . STA 29+65 _ RE 940.01 . . . . . . MH 3 STA 31+20 .. . . . . . . � STA 33+67 . _ . RE - 939.87. . STA 35+00 . . . . _ RE - 940.65 .&. CONNECT TO NNE 8' SAN STA .27+26 ...... MH 13 STA' 28+00.............MH- 14 ........ IE S - (. ).-.:930.�74...............RE _ 940.09..........:.... ...IE .(N). �. 929...03............ �E -(N)-:= 928.�40................. IE = 927.87 . EX. MH .................... RE IE = 937.01 (SW) = 929.66E RE = 937.94 :STA 29+44 D = 9.2.8: . . . . . . IE (N) . = . 930.12 . . . . . . ... . . . . I.E.(S) = .92.8..93 . . . . IE (SW) = 928.30 STA 36+29 = 940.06 IE (NW) 929.66 IE SW 930.06 ( ) _ RE = 939.75 :IE (NE) = 930.64 . IE (S) . = . 930.02 . . . . . . . . . ... . . . . . . . . . . D D. =. 10.95 D = 12.35 _ 927.79 IE (SE) = 929.56 IE. (NE) = 929.96 �D=9.12 . . . ... . . . ... _. 1. ..7 ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . .:. IE (SW) = 927.69 . D=7.45 D.=7.99 . . . . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . D=12,37 :. 29 30 31 32 33 Westwood I hereby certify that this plan was prepared me or under AL Revisions direct supervision and that I am a duly licensed PROFESSIONAL mod; Jgg ENGINEER under the laws of the State of Minnesota. Checked. JFIB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 ✓- Fax (952) 937-5822 Minnetonka, MN 55343 brawn: CTY Toll Free (888) 937-5150 westwoodps.com John Bender Westwood Professional Services, Inc. 01/14/20 License Na 43358Reco� Drawing �/� 34 Prepared for: 35 36 37 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 �1111191 M Mile] 925 920 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. XXX.XX DENOTES CURB STOP ELEVATION FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU-SS-2. MAINTAIN 10 FT HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-5. 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., INSULATE CROSSING. SEE CITY DETAIL HU-W-5. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU-W-5. 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" COPPER WATER SERVICE SHALL BE TYPE K 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. SEE CITY DETAIL HU-W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. Adelaide Landing 5th Addition M 0' 50' 100' 150' Latest Revision Date: 01/14/20 0008463.05UTF01.dwg Date: 01/09/20 sheet. 3 of 20 Sanitary Sewer and Watermain Construction Plan © 2020 Westwood Professional Services, Inc. 1A \ / BEND \\ 12"X8" REDUCER \ 8" GV MH 28- ado � 1 as 1 1 4a \\ \\ B \\ \\ 929.5 \ \ \\ ©\ \ 929.5 \ \ \ HYD w/AUX VALVE \ \ 9'-6" DIP \ \ 929.5 \ r0 \ YE=3+93 8"X6" TEE \ \ \ \WYE=3+6 939.9 \ / GRND ELEV.=939.7 \ \ \ \ \ YE=3+19 \ 940.3 \ \ 1 940.6 \ \ \ \ 212' - 12" DIP CL 52 WM w/POLYWRAP - EXTRA DER' 2 IZ V Z. 8" WM PLUG X! 12"-22 1 /2° BEND 8" GV 1 N �o MH 15 \ 12" GV �712"X8' TEE 10 P 0� g2S9 / as as HYD w/AUX VALVE 11'-6" DIP 12"X6" TEE GRND ELEV.=940.5 (E) WYE=1+81 941.3 / WYE=1+15 929.5 940.1 WYE=0+36 939.4 12"-22 1 /2° BEND L--I-------�-J I N rn I I. 135TH STREET NORTH 505' 12" DIP CL 52 WM w/POLYWRAP EXTRA DEPTH I� - I � r-- I I \ 1 \ I 1 1 \ I 1 \ \ I \ 1 I 1 1 929.2 I 1 \ I 929.5 1 1 WYE=0+35 I 1 \ I \ 1 I WYE=0+36 1 1 936.3 / I \ \ I 937.7 1 1 8"-2L r 12"X12" TEE \ BEND 2 1 /2° 2 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 a M GENERAL NOTES: NOTE: \ XXX.X O DENOTES SANITARY SEWER SERVICE SANITARY SEWER SERVICE STUBS TYPICALLY 3' INVERT @ 10' OUTSIDE R.O.W. DOWNSTREAM OF WATER SERVICE CURB STOP WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE SANITARY SEWER AND WATER SERVICES SHALL 4" PVC SANITARY LOCATED ON MAINLINE FROM EXTEND 10' BEYOND THE R/W LINE SERVICE (TYP.) DOWN STREAM M.H. SANITARY SEWER SERVICES SHALL BE SCHEDULE 8" 11 1 /4° \ XXX.XX DENOTES CURB STOP ELEVATION 40 GLUE TOGETHER PIPE BEND REMOVE PLUG & � FLAG HYDRANTS. CORPORATION STOP SHALL BE THREADED INTO CONNECT TO THE WATERMANIN (NO SADDLES) EX. 8" WM w/8" GV EXTEND RODS ON VALVES DEEPER THAN 7,5' FROM FINISHED GRADE. 1" COPPER WATER SERVICE SHALL BE TYPE K ALL DROP MANHOLES TO BE CONSTRUCTED ALL WATERMAIN INCLUDING HYDRANT LEADS oQ�G USING OUTSIDE DROPS. SEE CITY DETAIL SHALL BE DUCTILE IRON HU-SS-2. ° J� / P MAINTAIN 10 FT HORIZONTAL SEPARATION ALL WATERMAIN AND APPURTENANCES SHALL BE BETWEEN WATERMAIN AND SANITARY SEWER. POLY WRAPPED JP J� MAINTAIN 1.5 FT VERTICAL SEPARATION STUB WATERMAIN PLUGS SHALL BE EQUIPPED BETWEEN ALL UTILITY CROSSINGS. SEE CITY WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL DETAIL HU-W-5. HU-W-6 - �* CP$ THE VERTICAL DATUM OF THIS PLAN IS BASED WATER SERVICE TO THIS LOT SHALL BE ON THE NGVD 1929 ADJUSTED DATUM IN US CORE DRILL INTO INSTALLED UNDER PROPOSED STORM SEWER SURVEY FEET. MH 10 EX. MH & SHALL MAINTAIN A MINIMUM VERTICAL IF = 928 41 SEPAAIN R T 0 FM RO STOR PIPE OF 2 0 FT NGVD=NATIONAL GEODETIC VERTICAL DATUM 8" GV MH 11 r' \ 12"X8" REDUCER II I B 929.5 \ 1" COPPER SERVICE I WYE=0+25 \ w/CURB STOP (TYP.) ,' i - I 2 I I 936.3 \ CnLi I I I \ Li INSULATE CROSSING. SEE CITY DETAIL HU-W-5. OUSE CORE BLUE BOLTS FOR ALL FITTING B WATER SERVICE TO THIS LOT SHALL BE CONNECTIONS. INSTALLED UNDER PROPOSED SANITARY SEWER \ & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU-W-5. 0' 50' 100' 150' 150' - 8" DIP CL 52 WM w/POLYWRAP 7.5' MIN. COVER ...SQ'. -. $" .DIP. CL .52 W.M.......................... '.....0 �� . NORTH .... ............................. 67:.-.8". DIP .C.L. 52. W.M.............w/POLYWRAP.- EXTRA. DEPTH. w T w/POLYWRAP -:EXTRA DEPTH INSULATE PER CITY DETAIL . . . . . . . I I . . . . . . . \ . . . . . . . . . . ... . 95` - 8" PVC. - - . . . . . . . . . . . TOP OF WM STA=2+63 ' . �i i' STA 269' - 8". PVC. SDR . 35 @ 0.40%. ELEV=928.33 . . . . . . . . . . . TOP OF WM . ELEV=930.60 . . .SDR 35 @ . .. . . . . . . . . . . . . . �/ 39' . - . 8" PVC . . . . . _ . . . . . . . . STA=8+92 . . ... . . . . . . . . . . . . . . ... . . . . . . . . . . . � . . SDR 3.5 @ . . . ... - ........... . -.-... ELEV=929.12.. . .... - - - - - - - - - - - - - - - - - - - - i� TOPOF WM . . . . . . MH 28: �� . . . . . . . . . . . . . . . MH 15. . . . . . . . . . . . . . . . . . . . . . . . . ---- . . . STA=11+15 . . 18'' RCP - . . . . . . . . . . . STA 6+15: . . . . . . . . . . . . . MH 11 . . . . . . . . . . . . . . . STA 1.0+18. \ ./ � MH. 12 ----- IE = 928.24 RE = 940.67 STA 2+50 ELEV=928.23.................. RE = 938.68 ......................SEA. 3+.35.0............ .............MH 10.......... EX.. MH............ . IE '(W)': 929.02............ IE 9 39 ..... N�).=.:g30p g�.................. F2 = 9 7. 1 _ - STA 1+43 STA 1+05 ..1�8 RCP -IE �( 9 25. IE (SE). _ :g IE. (NW) - 929.18 D = 9.66 IE (SW) 929.66 RE = 934.35 RE = 934.67 D = 9.93 IE (E) 929.08 IE (NW) 929.66 IE (W) = 928.66 IE (E) = 928,41 IE (SE) = 929.56 D = 6.50 IE (E) = 928.56 IE W ( ) = 928.41 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D = 7.45 . . . . D = 5..79 D = 6.26. 12 11 10 9 8 7 6 5 4 3 2 1 0 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 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 Dates 01/14/20 Ucense No, 43358 Designed, JFIB Checked:- JFIB Drawn: CTY Record Drawing by/date: Prepared for: 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 FLINT CIRCLE NORTH FUT MH '17 . . STA 2+47. . . . . . . . . . . .R.E.=..9.41--56........................... . IF (NE) = 931.6.3 . . . . . . . . . IE (SW) - 931.53 .37' - 8" DIP CL .52. W.M. . . . . ... . . . D = 10.03 w/POLYWRAP - 7.5' MIN. COVER . . . . . I. . . . MH 15 . . . . . . . . . . . . STA 1+00 ...... ....... ..........8". SAN. PLUG...... RE = .94.0.67...... . - - - - - - - . -_ IE = 931.03 . . IE (NE) 93.0.84 ---- ----+E (SE) = 930.74 FUT' 47' .8>,. PVC. . . . . . . . . . SDR 35 @ :0.40%. . . . . ... . . . .. . 9 83 PVC FUT -53' .- 8" PVC . . SDR 35 @ 0.40% SDR .35. @ 0..40% - ............ . FUT* MH* 16 . . . . . . STA 2+00 . . . . . . . . . . . . ... . . . .. RE .= .941.27 . . . .. . . . . . . . . . . . . . . ..IE (NE) = 931.34 . . . :IE (SW) = 9:31.24 D = 10.03 3 2 1 0 Latest Revision Date: 01/14/20 0008463.05UTF02.dwg Date: 01/09/20 sheet. 4 of 20 Adelaide Landing Sanitary Sewer and 5th Addition Watermain Construction Plan Hueo. MN c 2020 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 HYD w/AUX VALVE 45'-6" DIP �� 8"X6" TEE / GRND ELEV.=939.8 `--� 135TH STREET NORTH 591' 8" DIP CL 52 WM w/POLYWRAP 7.5' MIN. COVER ............................................................................................................................. 30' — 8" DIP CL 52 W.M. w/POLYWRAP — EXTRA DEPTH L 32' - 8" DIP CL 52 W.M. w/POLYWRAP 7:5' MIN. COVER ................... ...................................... ........................ ............. ....._ ...... ..— ..—.-.. TOP OF WMTOP !VIE OF WM STA=17+49STA=17+39 ELEV=928.02LEV=928.0 400 - 8" PVC M.H 20. . ... . . . ... . . 8" PVC . . . . . ... . . . ... . . . . SDR 35 ® 0.40% . . . . STA 17+81 249' — 8„ PVC MH 26 S DR 35 @ 0:40% . . . . . . . . . . . . MH 27 RE = 938-24....................SDR 35 ®0.40%...............STA-15+32........................ 14+02.......................................... I (S) = 925.64 . . . . . . . . . . . . . . . . . . . . . RE = 939.9.1 .. . . . . . . . . . RE = 939.05.. . . . . . . . . . . . . . . . . . . I (E) = 925.64 ... . . . . . . . . . ... . . . . . . . . . . I (S) = 926..74 . . IE (E) = 927.42 . . . . . . . . ... . . . . . . . . . . . . ... I (W) = 925.54 ... . . . . . . . . . . IE (N) = 926.63. . . ... . . I£ (N) = 927.32 . . . . .D.=12.70 . . . . . . . . ... . . . ... . . . ... . . . .. =1. . ... . . . ... . . . ...=11.7. ... . . . ... . . . ... . . . ... . . . Wel Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 18 17 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 Dates 01/14/20 Ucense No, 43358 Mel Mai ML1 13 12 Damned, JFIB Prepared for: Checked:- JFIB Drawn: CTY Record Drawing by/date 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. XXX.XX DENOTES CURB STOP ELEVATION FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU—SS-2. MAINTAIN 10 FT HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN ALL UTILITY CROSSINGS. SEE CITY DETAIL HU—W-5. 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., INSULATE CROSSING. SEE CITY DETAIL HU—W-5. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU—W-5. 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" COPPER WATER SERVICE SHALL BE TYPE K 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. SEE CITY DETAIL HU—W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. Adelaide Landing 5th Addition M 0' 50' 100' 150' Latest Revision Date: 01/14/20 0008463.05UTF02A.dwg Date: 01/09/20 Sheet. 5 of 20 Sanitary Sewer and Watermain Construction Plan c 2020 Westwood Professional Services, Inc. / / 1 1 L, / FLETCHER LANE NORTH 165' — 12" DIP CL 52 WM w /POLYWRAP = EXTRA DEPTH 307' — 12" DIP CL 52 WM- w/POLYWRAP 715' MIN, CO\ 20 12' ...................................................................... . .................. — DIP CL 52 W.M. w/POLYWRAP - : 7.5' MIN. COVER Westwood I hereby certify that this plan was prepared me or under AL Revisions direct supervision and that I am a duly licensed PROFESSIONAL mod; Jgg ENGINEER under the laws of the State of Minnesota. Checked. JBB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 ✓— Fax (952) 937-5822 Minnetonka, MN 55343 brawn: Cry Toll Free (888) 937-5150 westwoodps.com John Bender Westwood Professional services, Inc. 01/14/20 License Na 43358Reco�"' �l& ft Prepared for: i o REMOVE PLUG & CONNECT TO EX. 8" WM 8" DIP I I I n pR A Y A VEM4 N. p 8" PVC mm f?1 X m fT'I X Cn CW 2 NNE m6)(.7� 00 FLAY AVENUE NORTH . . . . . . . . . . . . . . . . . . . . L 40, _ 8" DIP CL 52 W.M. ...................................... w/POLYWRAP EXTRA DEPTH 148' '8"' DIP 'CL 52' W.M: w/POLYWRAP - 7.5' MIN.: COVER 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. XXX.XX DENOTES CURB STOP ELEVATION FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU—SS-2. MAINTAIN 10 FT HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN ALL UTILITY CROSSINGS. SEE CITY DETAIL HU—W-5. 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., INSULATE CROSSING. SEE CITY DETAIL HU—W-5. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU—W-5. 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" COPPER WATER SERVICE SHALL BE TYPE K 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. SEE CITY DETAIL HU—W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. Adelaide Landing 5th Addition M 0' 50' 100' 150' Latest Revision Date: 01/14/20 0008463.05UTF03.dwg Date: 01/09/20 sheet. 6 of 20 Sanitary Sewer and Watermain Construction Plan c 2020 Westwood Professional Services, Inc. 00 00 IE= 125.82 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 REMOVE PLUG & CONNECT TO EX. 12" WM - w/12"G� EX.MH-12 1 RLE=936.9, It=924,82 a a MN M1191 M Mill] �Oy�i I II I I- I I DD DD D D - II II I II I I 1 I II II I I I II I I 1 I I I I I 1 I I I I 1 1 I I 2 1 I I 1 3 I I I I 1 1 I I 4 1 I I 1 I I 5 1 I I 1 6ILW I I I YE=0+16 YE=0+69 VYE=1 +21 I I YE=1 +731 VYE=0+45 YE=1 +22 I I I 9 38. 6 I I 9 39. 0 I I 9 39. 3 40. 0 I I 9 40.1 I I L J --- I I r__J I t 112"X8" I I I I J TEEI �� I I __J �� I L12"X8" TEE MH 20J CORE DRILL IF�# E----------� X. o IE = 924.82 I 1 I I -- - - - - - - -- Z � ° I ° I 2 Lj I I C/) LJ L==--- -J F- v- r -- - LO C7 r 1 3 I I A :1\4 I I� 4.1 12" GV DDD F- - - -HYD w/AUX VALVE 7 I 12'-6" DIP I 12"X6" TEE I GRND ELEV.=938.7 I I 4 I ---------- 2 I I I L------------J F------------ t 3 I I I I L------------J - - - - - -ww - - - - - I 4 I X- I DD DD DD DD Z jo (0 I I I I I I I Z Q w I I I I I I I I I Cn Q J Ld O O O I l4 HYD w/AUX VALVE Cn 929.5 9O95 // "6 DIP 12X I 929'S I I 929•5 I I 929'S I I I I YE=1+04 / 126" REDUCER YE=0+73 1 / GRND ELEV.=938.9 I YE=2+431 YE=2+95I YE=0+221 InsI / \ I I I 940.1 1 1 940.0 929.5 I 940.2 1 1 940.4 1 1 940.3 1 1 1 1 I I I I I 12"X12" TEE L YE=1 +20 I L - _ - -1 12"-11 1 /40 L - JW BEND 940.0 12"-450 & 11 1 /40 BENDS vvv _ � 1 I MH 22 929.5 II aaa as `� WYE-1+16 II F------ 12" GV L 939.9 I D D � MH 21 - _ 13 I DDD 929. -----------4" PVC SANITARY \ WYE=0+99 z - L SERVICE (TYP.) F------------- I \ \ 1" COPPER SERVICE ` \ 12 I J w/CURB STOP (TYP.) \\ \ L------------- W ----- I U) I 11 I W w 10 w ---� LL 1 ------ � ------ j - - - 7 137TH STREET NORTH 352' 12" DIP CL - 52 WM _ I _ 250' 12" DIP CL 52 WM w/POLYWRAP 7.5' MIN. COVER �T T w/POLYWRAP - 7.5' MIN. COVER .......tX.. M.h.�. ..... ........ ... ... ........ .................... STA 1 +00 � � WM RE - 936.93 . . . ... 337'. -. 8. PVC STA=4+72 . . . . : SDR 35 @ 0.40% ELEV=926.60 . . . IE (W) = 924:82 . . . . . . . . . . . . . . . . . . . . . . . . . . IE (E) = 924.:82 . . . . . . . . . . . . . . . . . . . . . . D = 12.11. . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 3 0 RE ( ) 938 4 ................ ... .. _ .. ........ ........ 9 930 . . . . . 131' - 8"- PVC IE W 927.61. . . . . . . . . . . =, A not I D = 10. 88 5 TOP OF WM MH 21 925 STA=4+82......... STA-6+17....................................................................... ELEV=926.60 . . _ . 939 . . . . . . . . . . . . . . . . . . . . . IE (E) = 927.09 IE (S) = 927.09 IE (W) = 926.99 D = 12.32 920 6 7 8 9 10 Westwood I hereby certify that this plan was prepared me or under AL Revisions direct supervision and that I am a duly licensed PROFESSIONAL Ted; Jgg ENGINEER ands the laws of of Minnesota Checked: JFIB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 brawn: Cry Toll Free (888) 937-5150 westwoodps.com John Bender Westwood Professional services, Inc. 01/14/20 License Na 43358Rwo� Drawing �l& ft Prepared for: 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. XXX.XX DENOTES CURB STOP ELEVATION FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU-SS-2. MAINTAIN 10 FT HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-5. 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., INSULATE CROSSING. SEE CITY DETAIL HU-W-5. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU-W-5. 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" COPPER WATER SERVICE SHALL BE TYPE K 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. SEE CITY DETAIL HU-W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. 0' 50' 100' 150' Latest Revision Date: 01/14/20 0008463.05UTF04.dwg Date: 01/09/20 sheet. 7 of 20 Adelaide Landing Sanitary Sewer and 5th Addition Watermain Construction Plan Hueo. MN rc)qn9n Wacfwnnrf-�PrnfzzQinnnl qPr%/irPc Anr- a FES 404 2.1 CY CL III RIRPRAP FES 405 1.1 CY GRANULAR FILTER ADJUST GV (TYP.) FES 403 CB 102 / I I ADJUST MH (TYP.) / / / N I I <1\ ^ // CMBH 101- �� ° J---_-_jCB_106 _J / So 32 D STMH 1003 STMH 104--i �----_ I I � I----- STMH / �06C6� cW Zi \ LQ O ��m �O Q T / / , , � I I CBMH 105 i i 5' CONCRETE SIDEWALK 1' INSIDE ROW LINE (TYP.) FES 100 2.9 CY CL III RIPRAP 1.4 CY GRANULAR FILTER J I I I I --' FES 152 - - - --� I------J L- --J I � - - - v OCS 151 / REMOVE TEMP PIPE AND BACKFILL & - - COMPACT PER 98% STANDARD FES 150 PROCTOR OR GEOTECHNICAL ENGINEER 2.9 CY CL III RIPRAP 1.4 CY GRANULAR FILTER - - ANT TRAIL NORTH 57.15 4" PERF. PVC L - DRAINTILE (TYP.) STMH 402 SURMOUNTABLE CONCRETE �4 CURB & GUTTER (TYP.) i F I REMOVE TEMP. CUL-DE -SAC \ k < - - SALVAGE 2-TYPE III BARRICADES BEGIN STREET AND C. & G. \ AT STA. 36+87 FES 400 2.9 CY CL III RIPRAP BEGIN CONC. SIDEWALK AT STA 36+92 1.4 CY GRANULAR FILTER (D O) N L0 00 O Lo L0 (D (D 00 N N N N O 00 00 00 00 Ln.M �.0) 00.(D 0.(V -.00 -.L0 "LO un.N Ln.0) I-.(D 00 PO Ln.� un.0o �.� N.� Ln.r- Ln.0 N.N N-).0) N14LO Orn l� OTr-� 0006 Orn-oi (9) Oi 0)-6 0) O 0)-(:3 6) Oi 6)-Oi 6) Oi 00-0i 6) Oi 0)-6 0) O 0)-6 0) O 0)-0 0) Oi O)-Oi NPM N-M NPM NM NM N� NIt N-lt NM N-M NM NM NM N� NIt N-lt NIt N-lt NP7 N-Mi G) o) G)-() G) 0 O� Q) 0) 0 0)-0) 0) 0 0)-0) 0) 0 0)-0) 0) 0 0)-0) 0) 0 0)-0) 0) 0 0)-0) 0) 0 0)-M G) O) M-0 50.00' VC CBMH 105 50.00' VC .................................................................... 'H.P. ELEV' _ -940.64 .......................................... ........................ (SEE BELOW) -H:P. ELEV '_ '940.73' .................................................. H:P. STA = 30+27.45 50.00' VC H.P. STA = 35+13.52 . . . PVI STA = 30+18.55 L.P. ELEV = 939.36 :25' - 15" RCP PVI STA = 35+13.55 . . . ... . . . . . . . . . ... . . . . . . . . . ... . . . . . . . . . . PVI ELEV = 940.74 L.P. STA = 32+61.35 - CL 5 ® 1.00% . . . PVI ELEV 940.80 . . . . . . . ... . . . . . . . . . ... . . . . . . . . . A.D. = -1.85% PVI STA = 32+61.39 A.D. _ -1.20% K 26 96 _.. PVI ELEV 939.29 CB 106 K 41 69 STMH 103 ............ 5 .......... PVC = 9+93.5 . -. .A.D.=:'1'.20% . STA - 32+61 .... PVC ...34+88.55 STA 29+65 RE PVI STA 27+25.98 - RE 939.81 PVT _ 30+43:55 K _ 41.81 .= .938.97 . . IE: (W) = 934.97 PVT = 35+38.55 . . IE (N) - 933.22 ELEV = 940.43 PVC = 32+36:39 � ELEV = 940.65 . . PVI :ELEV . . . . = 93.7.06 . . . . . . . . . . . . IE (S) = 933.22. ELEV = 940.59 PVT = 32+56.39 I D := 4.00 . . . . . . . . ELEV 940.65 . . . . . . . . . . . . 6.60 ELEV = 939.44D :. -060% ELEV.- 939.44 I 0.60%: :60% .... . . ......... . . . . . .... ....... . . . . . .......... . .1.26% ........ ..... . ............ n .................. . . . . . . . . . ...... ....... ...... ..... ................ r, ........ ......... .. . ... .......... .... . 143' 15" RCP . ... . . . . . ... . 15" RCP 157' - 15" RCP . . CL 5 @ 0-.50% .................. ..... CI, 5. @ 0. 50% CL '5� @ 0: 0% ................... . . ... . . . . . . . . . . . . . . . . . . CBMH 105 STA 32+61 - - - - - - . . . . . . . . . . STMH 104 RE 938.97 . . . . . . . . . . . . STA 31+20 IE (E) 934.72 . . . . . . . . . . . . . . . _ = _ IE.(.S).-.934..Oa.___.-D4 5.34.. _ _ --- - - - CMBH 101 - - - - -IC- (-N) 93�0Q ------=.-`STA-28+9C--.--=-------- STMH 402 . . . . . . . . . . . . I RE = 938.73 . . . . . . D = 5.89 . . . STA 32+91 . IE (NE). =. 933.98. . . . . . . . . ... . . . . . . . . . ... . . . . . . . RE. =. 939..22. IE . (S.) = 932.85 . . . . . . . . . ... . . . . . . . . . ... . . . . . . . IE (S) 927.17 .................................. .......IE (NW) = . 929.58....................................................IE. (E). = 927.17 IQ=9.15 D=12.05 CMBH 101 . . . ... . . . . . . . . (SEE ABOVE) . . . 154' :- 15" RCP ................ CL .5 p.70% ... . FES 100 IE = 928.50 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 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 Datic 01/14/20 Ucense No, 43358 38' LI 15" RCP CL 5 0 0.45% STMH 401 . (SEE ABOVE) 224'. - 15" RCP CL .5 @ .0.45% Checked:Designed, JHB JFIB Drawn: cry Record Drawing by/date: Prepared for: FES 400 - IE = 926.:00 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 POND 19 OUTLET . . . . . . . . . . . . . . . . . . . . . . . . ........... ..... ......... FES 405 - -FES 404 IE = 929.50. 1E = 929.30 34' 12" RCP CL 5 @ 0.60% ........ . .................. 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 AT INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. 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 NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM POND 10 OUTLET .........4.0' .- .1.5". RCP.. ... : ........ CL 5 @ 1.25.% 23' - 15" RCP / - _ CL 5 ® :-2.20% . . . . . . . FES 152 : . . FES 150 IE .= . 926.00 IE 926.04 OCS 151 (SEE DETAIL) : . . . . . . . RE HIGH 931.50 RE LOW = 930.50 . . . ... . . . TOP. OF WALL . = . 928.50 . . . . . . ... . . . IE (W.) _ 926..50. . . . . . IE (E) = 926.50 0' 50' 100' 150' Latest Revision Date: 01/14/20 0008463.05STF01.dwg Date: 01/09/20 sheet. 8 of 20 Adelaide Landing 5th Addition Street and Storm Sewer Construction Plan MI c 2020 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL -- SEE SHEET 11 135TH STREET NORTH INCIDENTAL TREE REMOVAL & REGRADING DUE TO STORM SEWER INSTALLATION MATCH EX. STREET AND C. & G. DCDAID ➢. DCDI AP�C AC nICCnCn (IAInInCAITAI \ �tK . 0 . r- '- 0) 00 to to 07 rn 00 n 00 00 n 00 (V :N M l0 00 (D r rn.1+7 0).00 I_.L0 CDG) u7.Lo _ (V rn 00 00 O 00 (D 0- � M r).(D r) 00 N.� M 0 (D 00 N.lt 0.0 o vi o vi o vi 6� 00 � � � � � � 00 0-) 6i ai 00 00 6i 0 jai CT) 0-) 0-) 6i c>j 0-) 6i 6i 4 44 r) M r)_M N-) M N-M N Pr) CIA -Pr) -CIA-Pr)N M N_M N M N-M N't N"'ItN't N-M N M N-M N M N-M N M N-M N M M � 0) CD-0) Ol 0 O ).CA O� 0) O�.Cn OD 0 0D4n OD 0 (M-0 O3 0 (M-0 O3 0 0D4n 3 O(n (M-0 OD 0 0D4n O3 0 Om .Cn Oy) 0 Cy):0) .......................................................................................................................................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . CBMH 316 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. . . . . . . . . . . . . . . . . (SEE BELOW) 60.00' VC . 90.00' VC H.P. ELEV 939.70 29' - 15" RCP H:P. ELEV = 9440.72 H.P. STA = 11+15.54 CL 5 CAD 1.00% H:P. STA _ 6+13.21 CBMH 209 .....................PVI-STA-_-11+05.00...................... PVI .STA ._.6+1.0.00.......................................................... 1933..5............ . . . . . . . . ... PVI .ELEV =. 939.82 100.00' VC . CB 317 .. . . . ... . . . ... . . . ... . . . ... . . . PVI ELEV. =. 941�.03 . . . . . . . . ... . . . ... . . . ... . . . ... RESTA - IE (S) 9 930.35 A.D.. = -1.85% L:P. ELEV = 937.58. STA 9+01 A.D. _ -2.80% : K = 32.14 IE (N) 930.35 . . . . . . K = . .. PVC 32.43 L.P. = 10+75.00 PVI STA = STA = 9+00.98. 9+00.00 1: RE -_ 937.14 IE (S) = 933.14 : . ... . . . . . . . . . PVC = 5+65.00 . . . . . . ... . . . . . . . . ... . . . . . . . .D = 3.60 29' - 15" RCP :. PVT = 11+35.00 PVI ELEV = 937.26. D -_ 4.00 STMH 213 PVT = 6+55.00: CL 5 C�➢ 0.33% ..................... ELEV = -939-.45 ......:.... A:D. 2:55% .. ..I............ :....................:....STA -6+25 ........:.. ....ELEV. =. 940..3.6........... . :.................................9a.00'. VC........... . . . . . . . . . . . ELEV 939.6.4 :. K 39.22 1:. . . ... . . . . . . . . .:. . RE 940.45 ELEV = 940.45:. :. . . . . . :. L.P. ELEV = 934,39 . CB 210 PVC = 8+50.00. . . . . . . . . IE (SE) 934.10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.P.. STA. = 1+34.75 . . . . . (SEE BELOW) . . . . . . . . PVT = 9.+50.00. I IE (NE) = 934.10 PVI STA = 1+55.00 i . . . ... . . . . . . ... . . . . . ELEV = 937.91 i_ . D = 6.35 PVI ELEV _ 934.21 . .........i AD 207% ................. .........................ELEV ..................................... ........... ......................................................................' K _ - - 43.50 ............... . j I_ . PVC = 1+10.00 I PVI. STA. _. 1+00.0.0 :. .:. 1. 5q :. _1.30% .:. .:. :. PVT. _ 2+00.00 . PVI ELEV = 934.52 .. . . . . . . :. 105' - 18" RCP :. :.1.509; :. ELEV = 934.46 . CL 5 ® 0.48% ELEV 934.88 .. . . . ... . . ... . . . . . . . . ... . . . CBMH 214 . . . . . . ... I . . . . . .............. .. FES 551 .. . .:. . . . . . . . IE = 928.50 FES 550 IE = 928.00 122' - 15" RCP RE = 939.00 :. IE (NE) = 934.71 :. =g,57% . . . . . . . . . . . . . . . . . . . . . i . . ... . . . ... . I: .. CL 5 ® 0.50% IE (NW) = 934.71. . ... . . . . . . ... . . . . . ... . . . . / . . . . . . . 221' - 15"� RCP CBMH 316 . J . OCS 501 - - - (SEE DETAIL) I D _ 4.29 ./ CL 5 C� 0:33% STA 9+01 -.-...- - . . RE HIGH. _ 933 00 . . . . . . . . . . . . . . . . . . . . . , ,. . . . . . . . . -----`........................... .. .... �...�.-.-...T_:...........RE = .9.3.7,1.4....... ........................ R� 1=01A1� 9 .32�00 :.................. Q :.......... // ... i is : �.^._.�. IE N = 932.85 ( ) . . . . . . . . . .�.:. TOP OF W 928.00 I: _------- ---- ----------- . . . . . . . . . - -- ----------- --� .--__ - � �4 STMH 315 IE �W�= 932.85 / -��" 6" ORIFICE = 925.50 ----- CB 210 STA 11+22- D = 4.�9 - - ` ` IE (N) _ 925.47 29 - 15 RCP STA 1 +35 . . . .: RE = 939.41 . . . ... . . . ... . . . ... . . . . �. . . 17' -: 18" RCP IE (S) = . . . 925.47 .. 5 C�➢ 1.00% . . . . . . ... . . . . ... . . ... . . . RE = 933.95 IE . (W) = 9.32.65 -.932.12...... . . . . . . ... . \ - / CL 5 ® 0.16% 105': . . - 8 ... . . . . . . . . . . ... . . . . IE (N) = 930.45 ..........IE.E IE (N) = 931.92 CL :5 _RCP .............................. ®0.16% .......................................... STA 5+04 _ ....... ................... D � � 3.�50� D . . . . . . = 7.49 . . . . . . . . . . . . . . . . . . . . . . . . I . FES 502 . . . . . . . . . . . FES . . . . . RE = 959.00 500 CBMH 214 :. IE (SW) = 935:00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . .I . . . . IE = �..-..-.-.-..-.-.-.-. 925.50 -.- . . . . . IE = . . . . . . . 925.30 . (SEE ABOVE) . D 4.00 . . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . . . . . ... . . . . . . . ... . . . . . . ... . . . . . . . . . . . . . . 12 11 10 9 8 7 6 5 4 OCS 501 & ASSOCIATED PIPE PREVIOUSLY INSTALLED BY OTHERS Westwood I hereby certify that this plan was prepared se me or under AL Revieione Prepared for: direct supervision and that I�am a duly licensed PROFESSIONAL mod; Jgg ENGINEER under the laws of State of Minnesota. Checked. JFIB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 �- Fax (952) 937-5822 Minnetonka, MN 55343 Drawn: CTY Toll Free (888) 937-5150 westwoodps.com John Bender Westwood Professional Services, Inc. 01/14/20 License Na 43358� Drawing �� k, 2 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 1 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 AT INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. 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 NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM �LV 0 50 100 150 Latest Revision Date: 01/14/20 0008463.05STF02.dwg Date, 01/09/20 sheet. 9 of 20 Adelaide Landing 5th Addition Street and Storm Sewer Construction Plan MI Call 48 Hours before digging: GOPHER STATE ONE CALL c 2020 Westwood Professional Services, Inc. 19 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. i 135TH STREET NORTH ..'It ....� .� .� ._6 __6 00 L0 .o LO L0 L0 0 _t.CA r7.M ".l- u7.0 00.r- 00.C14 Cp.00 p.LO -t co C) � (V (D 00 (6-00 ifs 0i CA rr)C5 "'-0i cV O) 06 - 06 606 0,06 O Ci ff)-) r') tM r M r-'t ro-te) N-) tM r)-tM r) NM r')_NM r) NM r'-)-Pr) O� CA ODdA 07) CA O3 CA Oi)dn O3 Cn CD-0 O3 M CD-0 O3 dM CD-0 . . . . . . . . . . . . . . . . . . . . . . . . . . 60.00' VC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H.P. ELEV = 940.01 60.00' VC H.P. STA = 15+50.99 L.P. ELEV = 938.49 29' — 15" RCP PVf 'STA' = 15+50:00 ...................... L.P: 'STA. _ .13+39:75 ............... ....... CL 5 ®1.00%....... . . . . ... . . . . . . ... . . . ... . . . . PVI ELEV = 940.14 ... . . . PVI : STA = 13+45.00 . . . ... . . . . . . ... . . . . . . . . . ... .A.D. = =1.65% . . . . . . . . . . . . PVI ELEV = 938.38 . . . . ... . . . . . . . . . . K = 36.27. . A.D. = 1.45% CB 320 . . . . ... . . . . . . ... . . . . . . . . . . PVC = . ... . . 15+20.00 . . . . . . ... . . . . . . K = 41.25 . . . . STA 13+40 . . . . . . . . . . . . . . ... . . . _ PVT ... . . 15+80 00 . . . . . .. = . . . PVC 13+15 00 :CBMH 319 = RE 938 05 .................. ................................EL ELEV- = 939:88 ........ ....... PVT = 13+75:00 (SEE BELOW) IE (SW). _ ...... 934:05 .PVI STA = 1.7+80.77. . . . ... . . ELEV = 939.90 . ELEV = 938.56 D = 4.00 PVI ELEV = 938.29 . . . ... . . . . . . ... . . . . . . . . . ... . . . . . . ... . . . . . ... . . . ... . . . ... . . . . . . . . . . . . ... . . . . . ELEV = 938.64 r - - . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . ... . . . ... . . . . . . . ... . . . ... . . . . . . . . . . . ... . . . ... . . ....................................................... —0.80% ................................i....................................... 0.85% —0.60% :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8' : — 15 RCP. . . . _ — — . . . . . . . . . . . . L . . . . . . ........................... . . . . . . . . . . . . ... . . . . . . — . ---- CBMH 319 . . . . . . -' �. STA 13+40 : 214' — 15" RCP CBMH 323 _ �—938.05 CL 5 ® 0.50%: STA 17+44 IE (NE) 937 .RE = .938.15 ............................ ..............................IE (SE) = 933:76 .... _ — IE(E) = 929..57 . ... . . . ... . . . . . . . . . . . I.E (NW) _ .929.5.7 . . . . . . . . . . D = 4.. ... . . . . . . . . . . . . D=858 . ........... . . .......... . ........... CBMH 318 . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... STA 13+32 . . . . . . . . .................. ..............................................................................................RE .=. ...938..06............................ IE (E) = 933.72 IE (NW) 933.72 D=4.34 Waal MA 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 Datic 01/14/20 11cenae No, 43358 iL 491 14 13 im Prepared for: �ed: am Drawn: crY Record Drawing by/date: 12 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 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 �19� AT INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. 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 NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 1 0 1 !1 0' 50' 100' 150' Latest Revision Date: 01/14/20 0008463.05STF02A.dwg Date: 01/09/20 Sheet: 10 OF 20 Adelaide Landing 5th Addition Street and Storm Sewer Construction Plan MI c 2020 Westwood Professional Services, Inc. I N / __/ FLETCHER LANE NORTH 8" DIP I I I- G p k6AY AVENUi�p N. 8" PVC FMm mMr*i A NN0) Y0)Cn co FLAY AVENUE NORTH . . . . . ... . . . .. . . . . . . . ... . . . . . . ... . . . .. . ... . . . 00.(0 _ rM (V.Q) r- (V.Q) rO.CV �.ln u7.00 0.0) (O ".0 CO." �.Q) I-.(O Yo . 66 O 0) 0-00 0 00 0-00 6 N 6 � 0i `10) � 0i . `1_ 00 `1r,� ,zi` r� :r'� rOo�.�Q)) rOo� Q)) r').M r').M r').M r').M r').M r) Pr) r7.N) r) Pr) r').M �.M � M M . O) QO) QO)_QO) QO�-Q(3) Q0D-0) O-Q(3) QO)_Q(3) Q . 955 955 50.00' VC L. P. ELEV = 938.73 . . . . . . L.P. STA 2+49.92 . . . . . . . . . .50.00' VC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . PVI STA = 2+48.00 ... . . . . . . ... H.P.. ELEV. _. 9. .9 . . . . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . . . . . . PVI ELEV = 938.65 . . . . . . . . . H.P. STA =: 4+79.59 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A. D.. = 1.30% PVI STA =: 4+80.00 950 950 K = 38.46 PVI' ELEV ... 940.05....................... . . . . . . . . . . . . . . PVC 2+23.00 . . . . . . . . . . A:D. = -1.22% . . . . . . . . . PVT 2+73.00 . . . . . . . . . K: = 40.98 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEV = 938.83 PVC 4+55.00 ELEV 938.80 CBMH 312 PVT =: 5+05.00 PVI STA = 1+00.00 ELEV = 939.90 = ......... ....... STA . 2+50 ................... 945 945 . VI ELEV 9 � 9 RE - 938.34 ELEV = � 939.89 . . . . PVI � STA �= �5+90.56 PVI STA 1+00.00 PVI ELEV 939.36 PVI ELEV 939.69. IE (E) = 934.09 . PVI- STA = 3+00,00 IE (W) 931.72 PVI :ELEV = 937.39 . . . . . . . . . . . . . . . . . . IE (S) 931.36 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . ... . . . . . = . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . ... . . . . . . ... . . . . ... . . . IE (N) 931 16 940 940 ............... 0.70%...............D-= .1 ............ 60%................ 62%...... rn. . . . . . . . . . . . . . . . . . . . . . . . . . . . 1'59' 5 � 0"35% ......... I�I . 32' 21" RCP ........ . .................... . ...............CL' 5 - ®' 0: 50% . . . . . . . 303' -:21 RCP -=--. - - . . . ... . CL5@Q ro- . . . ... . STMH 315 0 . STA 0+88 - - - RE = 939:41 - -: - _ \ . . . . . . . . _ . . . . . . . . . . . . IE. (W) - -9�32..65 ..:...... -._ -.=.....- ... ...................................................... L_ IE (E) = 932.12 . . . . . . . . . . . . . . CBMH 3.08. . . . . . STA 5+76 RE = 938:71 .. IE (W) =-929.94....... IE (N) = 931.92 . . . . . . . . . . . . . . . . . . . . . IE (SE) = 929.94 25' -: 15" RCP CBMH 309 a = 8.77 V I STA 5+53 D = 7.49 . . . . . . . CL 5- @ 1.00% . . . . . . . . . . . . . . RE = 939 19 . . . . . . 158 1 5" _F?CP ... . . . CB 314 CL. 5 @ 1.00% STA .4+50 RE = 937.36 IE (E) = 933.30 D = 4.00 2 CB 313 . . . . . . . . . .: IE (E) 933.62. . . . STA . 9+08 ...... ................... . ..IE (�S) 930:10..... . RE 938.34 IE (NW) = 930.10 IE (W) 934.34 D _ 9.09 D = :4.00 CBMH 312 SEE ABOVE) 3 4 5 6 7 Westwood I hereby certify that this plan was prepared se me or under AL Revisions direct supervision and that I�am a duly licensed PROFESSIONAL mod; Jgg ENGINEER under the laws of State of Minnesota. Checked. JBB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 �- Fax (952) 937-5822 Minnetonka, MN 55343 brawn: CTY Toll Free (888) 937-5150 westwoodps.Com John Bender Westwood Professional services, Inc. 01/14/20 License Na 43358Rwo� Drawing �l& ft -0.60% .. . . . . . . . . 49' 27 RCP CL 3 @ 0.27% 146' 33" RCP . . . . . . . . . CL .3 .® 0.12% CBMH. 301 . . . . STA 2+83 ................ .. RE 93 05......... 8„ PVC . . . . . . . . . . IE (W) = 928.67 IE = 926.:37 IE (E) = 927.44 . . 3. IE (S) = 927.44 STMH 305A STA 1+37 D: = 9.61 ....... STA .0+88 RE- 937:87........................ RE = 938.33 IE (S) = 928:01 : . . . . IE (E) = 929.42 . . IE (N) = 927461 IE (W) = 928.75 D = 1.0.26 IE (N) = 928.14 D = 10.18 . . . . . . . . Prepared for: 1 2 3 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 0 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 AT INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. 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 NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM �_w 4 �44 6 1l I I � 1 0 M !I 0' 50' 100' 150' Latest Revision Date: 01/14/20 0008463.05STF03.dwg Date: 01/09/20 sheet. 11 of 20 Adelaide Landing 5th Addition Street and Storm Sewer Construction Plan MI © 2020 Westwood Professional Services, Inc. I I I I I � I I I MATCH EX REPAIR & I EX.MH-12 CB 326 RE=936.93 I 1�=924.82 a a I I I I I I I I I I I I I I I I 2 I I I I I I I STREET AND C. & G. REPLACE AS NEEDED I I I L - - __1 L - - - CBMH 325 CBMH 324" --------CBMH 323 I I REMOVE TEMP TURNAROUND I (PAVEMENT AND RESTORE 1 WITH 6" MIN. TOPSOIL AND 1 � SOD. COORDINATE WITH CITY AND HOMEOWNER. I 2 I I CBMH 327_-------J -----------� I 3 I I I I --------- 3 4 CB 328-------- J ----------- ►► ►► EE SHEET 14 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4 I I 5 I I 6 I I I I I I I I I I I I I I I I SURMOUNTABLE CONCRETE( CURB & GUTTER (TYP.) I I I I I I I I I I 1 1 1 1 ADJUST ---J L---J GV (TYP.) I I - �CBMH 321 X ►► ►► ►► ►► ►► I I I I I 1 1 2 \ > w I I I I I I I I I I I \ Q= I I I I I I I I I Q CO I 1 I I 2 I I 3 I I I 4 I /> � _ w I I I I I I I 5 tJ I I I I I I I I I // \ LL I I I I I I I I I 6 \ STMH 305A .. 7 \ LO PO 4a 'ADJUST -� II CBMH 308 a MH (TYP.) 7 CBMH 310 I I L - _ f� _ CBMH PED RAMP - - - - - - - - - I (TYP.) 1 4" PERF. PVC - \ $ �► /� � - _ \ � � , \ / CBMH 322 I DRAINTILE (TYP.) _/ 5' CONCRETE SIDEWALK 4 I I CBMH 306 13 i ►►<\ 8 1 1' INSIDE ROW LINE (TYP.) \ CB 311 F-- - - - - - - - - - - I �----- - - - - - I 2 I I I I I 12 L_-------- CB 3071-----------__Z -- 9--------- \, \\ ---------- I 3 I I I I I I 11 I I I I I L-------- -- -- I L - - - - - - - - - - - - - F - - - - - - - - - - - - F------------ I 4 I I I I 10 I I I I I L------ -I L------------J _ I 10 - - - - - JLd F 7 / I 11 I I L-----------J 137TH STREET NORTH � I ......... :00 ,,- n .0 r- .0 L0 .....Lo n n n r- o CV M ":r, 0 00.1t r-00 -4- 00 _t to NY- - r_.0 M 004 00.G) u7.(0 CV M rn (D 0.1 . CO:(O CO r\ Ln.I\ L 06 Ln06 Ln 06 Ln 06 Ln 06 Ln06 `1_ of �tof �t 6 rq06 N 06 N-)06 rq 06 �tof CB 328 . . . . . . r�_M rl PO . . . r� M � � . . . r ) rl M . . . r�-M N-) M r�_M r0 M ro-M r M ro.M r0 M ro.M r0 POr'-).M a ,.v) 0) 0 6, 0 a,.0 0) 0 M-0 0) 0 0)_0 0) 0 M-0 0) 0 0)_0 a,.a; a)-m 0) 0 M-0 STA 1+1.4 . . ... . .29' -: 15' RCP CB 3 26 ... . . . ... . .. . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . . . . . . RE = 934.30 '(4) ............... CL. 5. ®.1..00%. . .... STA..1.+1.0...... . ............. . . RE - 936.61 CBMH 306 D 3.40 . . . . . . . IE (S) = 932.61 (SEE BELOW) . . 104' . . . . - .15'' RCP: . . . . . . . 134' = 15" :RCP . . D =: 4.00 CB 307 . . . . . . . . . . . . . . . . . . . . 50.00� VC L.P. . . 80.00, VC ELEV = 938.37 . . . . . . . . . . . . CL 5 @ 0.33% CL 5 ® 0.33% STA 4+51 135' - 15» H.P. ELEV = 939.36 L.P. STA = 8+04.20 ............ RE............ CBMH -325...... = RCP CL. 5. .......... C� 1.00q , . 50.00 VC ...... - 6+15 00 H.P. STA - PVI PVI STA �641�5.00 ..... STA .= .8+22.00............................................. . . . . . . . CBMH ' 327 . . ... . . . ... (SEE _ s BELOW) . . D IE CN 4.00 933.4 50.00 VC L.P. ELEV _ 938.58 PVI PVI ELEV = 939.44. ELEV_ .20 D. =92.16% . . . . ... . . STA 1+15 i H.P. ELEV -_ 938.92 L.P. STA = 4+60:00 A.D. _ -1.20% K _ 37.00 RE = 934.00 H.P. .STA = 3+80.39 . .PVI STA 4+60.00. K = 41.67. . . . PVC = 7+82.00 . . . . . . . . . . . ... . . . . . . ... . .IE. (N): = 930.56 . . . . . ... . . . . I . . . . ... . . . ... . PVI STA = 3+78.00 I PVI ELEV = 938.51. PVC = 5+90.00 PVT = 8+62.00 . .............. IE .(S): =.930.56.......................I.......................... PVI .ELEV. =. 939,00....... A.D. _ 1.20% . . . PVT = 6+40.00 . . ELEV. 938.4.4... PVI STA = . 9+18.91: . . . D _ 3.44 A.D.:= -1.33% - - - K - 41 67 ELEV - 939 29. - ELEV 938.82 PVI ELEV _ 939.71. - - - - - - - - - CBMH 324 CBMH 322 K = : 37.69 I PVC = 4+35.00 ELEV = 939.29 . . . . . . . . . . . . . . STA 2+43 STA 2.+94 PVC = 3+53.00 PVT = 4+85.00 . . . . . . . .:. . . . . . . . . .:. . . . . . . . . .:. . . . . . . . . PVI STA = 1 +00.00 RE = 937:5g RE _ :938.15 PVT .= 4+03.00 I ELEV = 938.66 PVI ELEV = 936:98 . . . . . . . .: IE (W) = 929.68 .IE (W): = 929.48 ELEV = 938.82 I ELEV _ 938.. . .:. . . . . . . . .:. . . . . . . . . .:. . . . . . . . .:. . . . . . . . .................. I . (. ).-..9�29:68 1.E. (NO .............. :. IE SE - ELEV . = . 938.85.. i.... .......................... ......................................... .......... ............... I D = 7.g0 D = 8.67od4 -0.60% 0,60% -0.60% 1.56�� 0.73% _ fl : fl n n :. II. :. . . . . . . . .:. . . I I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120' - 15" RCP: . . . ... . . . . -.� � - � . . ... . . . . . 29' 15". RCP . . . ... . . . . . . . ... . . . . . . . ... . . . . . . . . . . . . . --- - CL.S.C�.0.33% -.-. 2f�' ag"1�C ...... 50%. ............ 32' f5'�RCP ....... - - . .. P ... .. . L 5 @ 0 . . . . . . . . . . . . .CL 5 @:0.33% 32' 15 RCP CL 5 ® 0.27% -----=---- Q CL 5. Cam? 0,35% . . . . � CBMH 08 _ 1:05 - 21 RCP `._ CBMH 310 133' 15" RCP STA 5+82 I STA 8+04 . . . . . . . . . . 134' - 18" :RCP -CL 5 @ 0.50% RE 938.71 RE = 937.97 . . . . . . . . CL 5 C�? 0.33% CL 5. @ 0.26% . . . A . IE: (W) = 929.94 . . . . . . : I IE (SE) 934.22 . . . . . ................. _ .... CBMH 325 IE .(W.._. I STA 1 +10 . . . . . . . . . . . . . D 3.75 93 3 D � 8 7 CBMH 09 RE = 936:61 I STA 9+31 . . . . . . i:i IE (N) 932.32 CBMH 3.23. CBMH 321 . . . . STA 4+5CBMH 1 STMH 305A . . . . . . . 25' 15" RCP IE E 939.19 STA 2+65 CL. 5. ®. 1.00% IE (E) = 933.62 IE (E) = 930.12 STA 3+17 RE 938.15 STA: 4+77 ,- RE _ 938: � � � � � IE (S)= 930.10 .IE. (S)- =- .9.30.1.2 ........... RE = 938.12......... IE .(S) .=.932.05..RE .= .938.33........................ . IE (E) 929:57 IE (SW) = 929.37 IE (NW) 930.10 . . . . . . D = 6.49 . . . . . . IE (NW) = 929:5.7 IE (E). _ 928.82 IE (E) = 929.42 CB 311 D = 9.09 IE (E) = 020.17 IE (W) 928.82 IE (W) = 928.75 STA 8+04 . . . . . . . . . . . . . . . . . D = 8.58 D 8.95 IE N 928.14 . . . . . . . . . . . . . . . . RE = 937:97 . . . . . . . D = 9.33 ( ) = CBMH 310 IE NW 934:47 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D 10.18 . . . . . . . . . . . . . ( ) = . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (SEE ABOVE) D _- 3.50 . . . 0 1 2 3 4 5 6 7 8 9 10 Westwood I hereby certify that this plan was prepared me or under AL Revisions direct supervision and that I am a duly licensed PROFESSIONAL mod; Jgg ENGINEER under the laws of of Minnesota. 01/14/20 REV 137TH SW PER CITY Checked.JIHB (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 brawn: Cry Toll Free (888) 937-5150 westwoodps.Com John Bender Westwood Professional services, Inc. 01/14/20 License Na 43358Rwo� Drawing �l& ft Prepared for: 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 0' 50' 100' 150' 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 �19� AT INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE BUMPED 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 NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM Latest Revision Date: 01/14/20 0008463.05STF04.dwg Date: 01/09/20 sheet. 12 of 20 Adelaide Landing 5th Addition Street and Storm Sewer Construction Plan M © 2020 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL FES 200 5.8 CY CL III RIPRAP 2.9 CY GRANULAR FILTER POND 12 OUTLET EL=927.0 700 YR HWL=928.6 / POND BOTTOM= 917.0 CBMH 207 FUT CB 206 o STMH 201 qW. \ FUT CB 203 \ T- BULKHEAD STORM SEWER � CBMH 202 � POND 13 OUTLET EL=927.0 \ 100 YR HWL=930.2 h �. \ POND BOTTOM= 917.0 \ \ FUTURE FLINT CIRCLE NORTH CBMH 209 / STMH 208 I � I I BULKHEAD STORM SEWER CBMH 205\ 10 61� 204 CB 212 ` INSTALL 2-TYPE III \ / BARRICADES ✓ ^ CBMH 211 STMH 213 . 00 (p 'It 't Pr) r,,I . r,,I M . M N N N CD.- 00.00 rn.L - N �.p� C0.(O LC).r+7 I-.p 00r . ai-r6 M r7 M-P6 M P6 O)-r i M CV M-CV ON C3)* Orn D7--: 00 '�: 00.0 . N-'t N It N-'t N It N-It N It N-It r10 It N•� N It N-It N It N-I D7 (3) 0 07-o D7 0 D7 D7 0 Q)-M 07 0 0)-01 (3) 0 M-0 D7 M 07-m 8, _ 15" RCP CB' 203 ................................................................................CL-5, @ 1:00%....... .STA-3+98... :..................................................... . . . . . . . . . . . . . . . . . . . . . . . . 50.001. VC . . . . . . . . . . . . . . . . . . ,i RE. =. 942,12... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . ... . . . . . . . . . . H..P.. ELEV 943.66 . ... . . . . . . IE (W) = 938.:12 . . . . . . . . . H.P. STA = 5+97.64 11' - 15" RCP_, D: = 4.00 . 25' - 15" RCP . .. . PVI STA = 6+00.00 CL 5 @_ 1.00�: BULKHEAD STORM 5 @ 1.00% CB. 212 . . . ... . . . ... . . . ... . . . ... . . PVI ELEV _ 943.74 _ ... . . IE = 937.95 . .:CL . . ... . . . STA 1+38 .................................................. A.-D. _=1:33%..........................................9 ............................ RE ... 940.55.......... . . . ... . . . ... . . . . . . . . ... . . K = 37.48 . . . . ... . . . ... . . . ... . . ... . . . ... . . . ... . . . . IE (NW) = 936.55 . . . ... . . . ... . . . . . . . . ... . . . . PVC. _ 5+75.00 . . . ... . . . ... . . . . . . ... . . . ... . . . CBMH 211 D: = 4.00 PVT = 6+25.00 :. :. ( SEE BELOW) PVI STA: = 7+47:06 ELEV = 943.�59 . . . ... . PVI ELEV: _ 942.67 . . .ELEV = 943.56 . ... . . . . . . . ... . . . ... . . . ... . . . . . . ... . . . ... . . . ..CBMH-202...............................I.......................... . . . . . . . ... . . . ... . . . . . ... . . . ... . . . ... . . . ... . . . . . (SEE BELOW) PVI STA. _ 1 +0.0.00 . . . - - - - - . . . . . . . . . . i /-PVI ELEV = 940.72 n . STMH 213 STA 0+89 RE ' 940.45 . . . . IE (SE) 934.10 IE (NE) := 934.10 D = 6.35 ............. ............ ---= _- --- CBMH'11 . . . . - ----SIA_1+36----_ . . . . . . . . . . . . . . . . RE = . ...54 . . . . . . . . . . . . . . . 169' 24» RCP . 1.39' - 21" RCP STMH 204 IE (SE) = 936.30 . . . CBMH 202 CL 5 @ 0.26% IE (NE) = 933.87 . . . . . . . . . . STA 2+57 . . . . CL 3 @ 0.26% STA 3+98 ........ _ _ RE. =. 941.42............. IE (SW) = 933.87 ........................... - IE (SW) = 933.29 _ . . . . . . . . . . . .. . . . . . . . . . . . . . . . . IE. (E) .93.7.87 . . . . . . . . D... 6:. . . . . . . . . . . . . IE (S) = 928.1.1 IE (SE) = 928.67 . ... . . . . . . . . . ... . . . IE. (NE) =. 927.91 IE (N) _ 928.47 . . . . . . ... . . . . . . . . . . . . . . FES 200 167' - 24" RCP D = 14.21 D 12.9. IE = 927.00 CL 3 @ '0.28% 8 7 6 5 4 3 2 1 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 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 Dates 01/14/20 Ucense No, 43358 Designed, JFIB Checked:- JFIB Drawn: crY Record Drawing by/date: A Prepared for. 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 �19� AT INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. 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 NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' BACKYARD ........ . ................. 182' - 18'.' RCP ..................... 107' - 18" RCP 1.64' - CL 5 15" RCP @ 0.33% . . . . . . . . . . . . . CL 5 @ 0,26% . . . . . CL 5 @ 0.26% . . . . . . . . . . . . . . . . . . . __-- -_._ :--_._._...... -- .................... ....,- ........... . . . . ... . . . -- -----------------_ .��--CBMH 209 STMH 204 CBMH 205 CBMH 2O7- 56' CL - 1.5" RCP . 5. @. 0..33% RE = 933.95 . . . . RE = 941:42 .. . . . . RE = 934.36 RE = 934.80 ... . . . ... . . IE (S) _ 930.35 IE (SW) _: 933.29 . IE (N) = 929.49 IE (SE) = 929..63. STMH 208 IE (N) _ 930.35 IE (SE) _: 928.67 ..............:..........IE - (SE) - = 929.�15........ IE .(NW) . = .:929..43.. RE . =. 933.50.................... D. =..3..60 ............... . . . ... IE (N) = 928.47 . . . . . ... . . . . IE. (NW) = 929.15 D .= .5.37 . . . .IE (NW) = 929.81 .. . . . ... . . D=12.95 D=5.15 . . . . . . . . . . . IES .() 9.81: = 92. . . . . . . . . . . . . . . . . . . . . D -- 3.69 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Latest Revision Date: 01/14/20 0008463.05STF05.dwg Date: 01/09/20 sheet. 13 of 20 Adelaide Landing 5th Addition Street and Storm Sewer Construction Plan MI © 2020 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL II II I I I I I I L----------� II II I I I I I I L----------- II II I I I L---------- J II I I I I I I I I L------------- 938.64 938.74 --� 938.24 T 938.88 CONC. VALLEY GUTTER 10 STA 3+80 G 938.38 o 2 938.02 N HP 938.92 938.29 3 938.56 4 N l 4� 938.71 N 1� 11 o G 938.22 N T 938.72 137TH ST N `� 93795 N T 938.18 937.68 T 938.75 G 938.25 I I I -------------� / / \ 939.57-, i 939.67 938.67 938.46 938.36 F A1° o 938.33 DDD ' `ss 938.34 938.33 7 CC77 938.8CC17 93878 `O 7.5% C i 938.78 938.31 938.88 938.88 2.0% 2.0% 938.43 - - - - - - - - - 938.59 T 938.75 938.33 - - G 938.25 Uj I 1 to a v �V T 939.64 V G 939.14 2.Oq �� 2 OT 939.64 / 938.57tqj\� G 939.14 / i L 939.59 \ N ��939.36 STA 11+16 T 939.61 A9 HP 939.70 G 939.11 \ Q p � 4 O99 939.70 pp 939.32 �o° 939.34 �to 77 N 939.45 ° � 939.88 939.86 436Ty p \ 939.96 939.98 % I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender Dater 01/14/20 Ucense No, 43358 ---------J II II I I I I I I L----------J I I I I I I L--------� I I I I L - - J �vva sera 7 938.21 g -938.28 o T 938.91 -I it "-� G 938.41 - - o STA 6+15 0 939.27 STA 4+60 938.58 938.75 N HP 939.36 - �i 939.36 LP 938.58 939.24� 6 I - 4- - - - - - - - 938.33 o T 939.31 co / 938.30 N G 938.81 N �5% 939.18 DD 44 44 y° 44 .19 '�,/ 939.04 J' T 939.42 G 938.92 DDD 444 ddd 444 939.41 939.18 I i 938.97-/ - i I 4 i i I ° I T 938.47 T 938.47 G 937.97 G 937.97 L 2.0% 2.0 ° 938.31 `^ DD Q D\ V,° J I h 38.84 939.41 T 939.73 _ 2.79; 2 0% G 939.23 45 ° 39 9.14 939.52, 939.53 rM i0 T 939.45 939.53 00 '� G 938.95 939.28 4 4 4 4 ----------------------------- 939.78 T 939.80 F G 939.30 939.86 939.68 �29 1939.76 :? o -940.54 �- 1.4% \ STA 6+13 p HP 940.72\ �. I 939.71 J 939.16 I I 2 0% W 9 ° 0 I 13 T 939.37 I ^ r G 93887 L--------------------- �' - ---------- 939.92� 2.0% I I - - - - - - - - - - - - - - - - - - - - - - - - - - I s1 � �70 �940.52 T 940.64 G 940.14 Damned, JFIB Prepared for: Checked:- JFIB Drawn: cry Record Dra��/date:/date: - Q Q DDD DDD Q Q D DDD / / \ 937.53 \ T 937.69 \ G 937.19 Off° \937.76 937.76 937.86 937.30 937.06 937.86 937.40 9 C937.30 �A9 �° ° O N 937..76 ^^� ° 937.255 936.73 936.59 937.86 ,937.76 2p9 ,50)° 40/ 937.50 �� T 937.71 S� / G 937.21 / T 936.76 / G 936.26 / /�� T 937.71 Y / ,(r G 937.21 P O / � 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 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 o+ DENOTES GUTTERLINE ELEVATION 119 AT INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. 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 NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 20' 40' 60' Latest Revision Date: 01/14/20 0008463.051NF01.dwg Date: 01/09/20 sheet. 15 of 20 Adelaide Landing 5th Addition Intersection Details M © 2020 Westwood Professional Services, Inc. 6" MIN. DEPTH NOTES: 1. CRUSHED CONCRETE IS NOT ALLOWED 2. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 3. MAINTENANCE IS INCIDENTAL CITY OF Special Details � TW ROCK CONSTRUCTION m oa-ol-ls I,yENTRANCE HU-EC-1 EST. 1906 O1-20-17 PLAN INSTALLATION WIRE FENCING POST 1) SET POSTS AND 2) STAPLE THE EXCAVATE A 6"X6" WIRE MESH TRENCH UPSLOPE FENCING TO ALONG THE LINE EACH POST TRENCH OF THE POSTS I X6" 1111I11111 11111=11111- 111111111=11111=11111* IIIII=11111 -11111=IIIII=11111 11111=11111 11111==11111= 01111 W1111 =11111 11111 3) ATTACH THE FILTER 4) BACKFILL THE FILTER FABRIC FABRIC TO THE TRENCH AND WIRE FENCING AND COMPACTTHE THETRENCH COMPACTED EXCAVATED501L BACKFILL 111101111=11111=11111= 1111�11111=11111=11111 11111=11111=11111=11111��miiill11111 1111111111 1111111111=1111111111 IIIIIIIIII BOTTOM OF DRAINAGE WAY L` O A B A J LL ELEVATION: POINTS "A" SHOULD BE NO SCALE HIGHER THAN POINTS "B" MAINTENANCE 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY THE SILT FENCE OR FILTER BARRIER IS NO LONGER AFTER EACH RAINFALL AND AT LEAST DAILY DURING REQUIRED SHALL BE DRESSED TO CONFORM WITH PROLONGED RAINFALL. ANY REQUIRED REPAIRS THE EXISTING GRADE, PREPARED AND SEEDED. SHALL BE MADE IMMEDIATELY. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS INEFFECTIVE PRIOR TO THE END OF THE EXPECTED REQUIRED AROUND WATER BODIES, STEEP SLOPES, USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, AND HIGHLY ERODIBLE SOILS. THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 1/2 THE HEIGHT OF THE BARRIER. LIWFST.1906 ^^ Special Details FPLACEMENT AND CONSTRUCTION o Specs OF A SILT FENCE HU-EC-2 �01-20-17 CL PROPOSED CURB J 1 - /- O ��OOOOO OOOO APPROVED BACKFILL MATERAIL EXISTING GROUND LINE � 10 OO (VAR. DEPTH TO TOP OF PIPE) NORMAL TRENCH SLOPE IN AREAS OF SUITABLE FOUNDATION = DIRECTION OF SURFACE FLOW MATERIAL i � 1 8-12" MINIMUM DEPTH 1 1/2" WASHED r f GRAVEL FILTER "'>s ?h?'`�*4,-_ _ - - �P's� ."_ r•-. •."r.: ex�'• t^ PIPE SPRING 'w•- � y r .. �'��... < ,.� LINE. .� AGGREGATE SUITABLE BASE O 2' MIN. 4' MAX AS �w Ks{.::'ii1Y.�r"'=;•}. `°` �' ONSITE U O bO O O O v0 v/>;�oLi DIRECTED BY THE ^•'• G� 1 - ,., . Ny"' a`'-y '`^ GRANULAR �"OOO�OoO�0o0 O O (J ENGINEER MATERIAL }�'+0800 Oo 08 0�0�00 �� O Q GEOTEXTILE FABRIC .8080800 0808 8 0°00 80�0�00 0808o Oc �Do�OooOooOooOoOooOoOooOooO�Ooo0oo0�.'ODQG 0 0 0 0 0 0 �o -0 O Olp� O O Oo0o0o0o0or o -. ,_.........:.'...... 0 PIPE BACKFILL AS DIRECTED np 7� O BY THE ENGINEER STEEL S , ..., . ..... PLATE . ... ._ {I 3/4" TO 1-12" 100% CRUSHED FOUNDATION MATERIAL OR APPROVED GRANULAR e e o 1 AGGREGATE MATERIAL, WRAP WITH GEOTEXTILE FABRIC, 1 J BACKFILL ORIENT LENGTH OF ROLL PERPENDICULAR TO PIPE AND OVERLAP SIDES AND END 3 FEET orY of INLET PROTECTION Special Details 1T� `) / ROCK FILTER FOR CATCH ' 01-20-17 000 BASIN DURING ROAD HU-EC-7 EST. 190ti CONSTRUCTION CITY OF Special Details T� TYPICAL TRENCH FOR 04-01-15 lU UNSTABLE FOUNDATION HU-MIS-1 EST. 180E 01-20-17 " STANDARD NEENAH R-1642-B FRAME AND TYPE B SELF SEALING LID WITH TWO CONCEALED PICK HOLES. LID INSTALL EXTERNAL MANHOLE SHALL BE LABELED "SANITARY CHIMNEY SEAL MANUFACTURED BY SEWER" INFISHIELD OR APPROVED EQUAL POLYETHYLENE (PE) MANHOLE ADJUSTING RINGS. ADJUSTING RINGS MIN 4" - MAX 12" ALL MANHOLES WITH 27 DIA INSIDE DROP SECTION SHALL BE 5' DIA (I.D.) MANHOLE SECTION TO BE ASTM C-478 CLASS II 48' DIA m USER-2 TYPE CONFINED m O-RING GASTING JOINT FOR a ALL MANHOLE JOINTS ¢ j CORE DRILL INTO EXISTING MANHOLE e 8" 8' "CRE-SEAL", "RESEAL", OR APPROVED EQUAL PRECAST STEPS AT GASKET CONNECTION SHALL 16" O.C. BE USED FOR CONNECTION PIPE TO MANHOLE PRECAST BOTTOM U. MIN. SECTION WITH INVERT #5 AT 12" O.C. EACH WAY VARIABLE NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN THE SPECIFICATION (INCIDENTAL). 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 5. BLOCK STRUCTURES WILL NOT BE ALLOWED. 01 Special Details CI rY OF HUM � T� STANDARD MANHOLE (48" j`-1'vl DIAMETER) SANITARY SEWER HU-SS-1 r . -r 1nnc 04-30-18 DEFLECTOR PLATE - OVERFLOW 1 - CENTER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB BOX 10" FILTER ASSEMBLY CURB \ x CG-23 HIGH -FLOW HIGH -FLOW FABRIC NOTES: 1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE.. 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. MAINTENANCE: 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. -„_ _ ^F � Special Details Tw= WIMCO CURB & GUTTER oa-ol-ls INLET PROTECTION (CG23) HU-EC-4 EST. 1906 2" RAIN CAP 9" STREET I.D. (TLARC 200) 2" RAIN CAP (TLARC 200) 9" STREET I.D. NEENAH R-1642 FRAME SPACE 1/2" x 2" PVC AND TYPE B SELF SEALING TUBE WITH #34-2" 27"DIA. LID WITH 2 CONCEALED SPECIFICATIONS: CHERRY MATE RIVET 30" OR 36" STOP PICK HOLES. LID SHALL BE 3/8" DRIVE RIVETS WITH INSTALL EXTERNAL LABELED "STORM SEWER" WE LAND SUBMIT PLAN TO CITY OF HUGO PRIOR TO INSTALLATION OF SIGNS, NYLON WASHERS MANHOLE CHIMNEY ®��r 0 MATERIAL AND WORDS MnY CHANGE - ^^•^^-^^� POLYETHYLENE PE BI�FF�R �nlwio-vo SPACER 1/2" x 2" PVC 3/8"DRIVERIVETS WITH MANUFACTURED SEAL ADJUSTINGRINGS MIN 4"- WITH #34 - 2" CHERRY MATE RIVET NYLON WASHERS BY INFISHEILD OR MAX 12". MONUMENT: TLXDR (3878 - 05) APPROVED EQUAL SHIMMING ADJUSTING RINGS WILL NOT BE ALLOWED NO CONSISTS OF A POST AND A WETLAND BUFFER SIGN 74'-0" STANDARD OFFSET " LOGO CONE SECTION (STEPS NOT SHOWN Im WING POST 2" x 2" x P) INTENTIONALLY) 7" LOGO (20D12 - 12 - QP) 2" ABOVE WETLAND BUFFER SIGNS: u ECCENTRIC ALLOWED - - r GROUND 6" STREET NAM -r REDUCERS TO BE MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH 3/8" DRIVE I�^J USED FOR 60" V-4" RIVETS AND NYLON WASHERS SIZE: 12" H x 8" W ALUMINUM SHALL BE y E CountyLine 4700• T & 72" BARRELS EXISTING OROUI'- J W ADDRESS 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 -' R 9" STREET I.D. NUMBERS m a O O w 9" STREET I.D. 3" ADDRESS GROUTING BETWEEN NUMBERS o o PIPE AND MAN HOLE 8" POST 6" o o BARREL SHALL BE POST MATERIALS: INTO ANCHOR POST 2" z 2" x 12'-0" 4'-0" WITH NON- SHRINKING 0 0 (20D12. 12-OP) CEMENT. 2" X 2" X 8' TELSPAR POST o o ,y 48„ 72" 48" 72" 0 5/16" CORNER BOLT VOIDS FILLED WITH NYLON LOCK NUT USE R-2 TYPE WITH CONCRETE POST INSTALLATION: o o (TLB 518M) STABILIZER CONFINED O-RING BRICK OR BLOCK GROUT o 0 -1/2" x 2-1/2" x 18" GASKET JOINTS GROUT w ONLY. MOUNTED 5/16" CORNER BOLT 2 TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 WITH NYLON LOCK NUT ) _1/2' - ODA- PG FOR ALL INCHES IN THE GROUND INSTALLED PER APPROVED PLAN. ( STABILIZER o o MANHOLE JOINTS - i� DIRECTION TLCB IA OF ` r 2 -1/2" X 2-12" 0 0 EXISTING GROUND ';..K.,'. ;.... 1/2 DPIPE DIRECTION PRECAST OF FLOW - OF FLOW AN O p ABOVE GROUND BOTTOM 6' PRECAST BASE , , ;LY-•;-i,; , , r 2-114" x 2-1/4" x 4'-0" SECTION WITH NO (20F12 - 04 - PG) POST 6" INTO o o POURED INVERT 1 rou ac,ALE a J ANCHOR 0 0 #5 AT 12" O.C. x o o EACH WAY ANCHOR NOTES: 0 2-1/4" x 2-1/4" x 4' 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-B-PF (BY MA INDUSTRIAL ONFORMING TO ALL 5/i6" CORNER BOLT ( INC.)) 20F12 - 04 - o PG OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. Oo � (TLCB 518M) ( ) o 0 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 5/16" CORNER BOLT 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT eu (TLCB 516M) 0 ° 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 5/16" NYLON LOCK NUT 0 0 0 0 �- 5/16" NYLON LOCK NUT vi CITY OF Special Details /� Special Details Special Details Special Details 1 /r CITY OF CITY OF CITY OF WETLAND BUFFER - - ,) I mr_E_ oa-ol-ls JIYCttI LD. a., oa-ol-ts STREET I.D./STOP oa-ol-ls STANDARD MANHOLE FOR oa-ol-ls 1U� MARKER q��: HU-SIG-2 SIGN DETAIL K KHU-SIG-4� SIGN DETAIL q��„ HU-SIG-5� STORM DRAIN HU-SD-1 EST. 1808 01-20-17 E8T. 1so6 01-20-17 �JJ ESx 1908 01-20-17 EST. 1906 04-30-18 I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender Date: 01/14/20 License No, 43358 Designeit, jHB Prepared for: C�xea� Drawn: CTY Record Dra��/date: STORM SEWER GRATE WITH INLET 1 UFTI BAG TO BE HELD IN PLACE BY EXISTING GRATE CTTTIY OF c� LVCX EST. 1906 GRASSY AREA 8'WIDE X 4" THICK - UNDERGROUND UTILITY PIPE SEDIMENT CONTROL LOG AND INLET PROTECTION BAG ER INLET .,,•SAFETY ANP CURB APPEAL v INLET PROTECTION BAG DETAIL FRONT, BACK AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4' X 2.9 LONG WOOD POSTS, 8 REQ'D. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-20D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX NV- 8-10"FABRIC FLAP EXTENDINGBEYOND BOTTOM 2"x4" - BURY UNDER ROCK TO PREVENT UNDERWASHING 1 12' WASHED ROCK T DEEP X V WIDE NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. Special Details CITY INLET PROTECTION 01-20-17 HU-EC-5 EST. 1808 BITUMINOUS SURFACE 8' WIDE x 4' THICK NOTE: UNDERGROUND UTILITY PIPE CROSSING 8'x8'x4" THICK CENTERED OVER PIPE INSULATION DETAIL EST. NOTES: 24" 1. EXTERNAL SEAL SHALL BE ATTACHED TO THE FRAME AND CONCRETE TOP SLAB AS APPROVED BY THE ENGINEER. A UNDERGROUND UTILITY PIPE 3/1/2" u' O A 36" C U 18" � 0 r PLAN RAND PPROVED INLET PROTECTION Special Details SILT BOX FOR m. 01-20-17 BEEHIVE CASTING I HU-EC-6 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 FEET ABOVE EXISTING GROUND. 3. STRUCTURE MARKER SIGNS SHALL BE FURNISHED AND CONSTRUCTED FOR ALL STRUCTURES LOCATED OUTSIDE OF THE STREET RIGHT-OF-WAY. 4. SIGNS ARE NOT REQUIRED IF STRUCTURE IS LOCATED IN MAINTAINED LAWN. Special Details CITY OF Special Details 04-01-15 STRUCTURE MARKER HU-SS-5 SIGNS HU-SIG-1 01-20-17 FCT Anne �04-30-18 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. POLYEHTYLENE (PE) ADJUSTING EXTERNAL SEAL SHALL BE ;"'+ RINGS MIN 4" - MAX 12" INSTALLED ACCORDING TO ��/ pq• , SHIMMING OF ADJUST RINGS MANUFACTURE'S r rn WILL NOT BE ALLOWED. RECOMMENDATIONS. t3 K 5-- x > VOIDS FILLED WITH CONCRETE PRECAST BOTTOM S ECTION" BRICK OR BLOCK ONLY WITH POURED INVERT 6" PRECAST BASE #5 AT 12" O.C. EACH WAY 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 UNTIL WEAR COURSE IS PAVED 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE CITY OF Special Details r T/ r / STANDARD CATCH BASIN oa-ol-ls EBT. 1906 WITHOUT SUMP (2'X3') ev1e° 04-30-18 HU-SD-3A 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 PLAN CENTER STRUCTURE FLOW LINE SHALL BE MIN. TO BACK OF CURB 0.7' BELOW TOP OF CURB POLYEHTYLENE(PE) ADJUSTING CURB INLET FRAME AND CURB RINGS MIN 4" - MAX 12" BOX NEENAH NO. R-3067V SHIMMING OF ADJUST RINGS WITH VANE GRATE. WILL NOT BE ALLOWED. INSTALL GATOR WRAP EXTERNAL MANHOLE CHIMNEY SEAL OR APPROVED EQUAL. MANHOLE COVER TO BE EXTERNAL SEAL SHALL BE INSTALLED '�iy CRETEX TYPE II WITH 24" ACCORDING TO THE MANUFACTURE'S RECOMMENDATIONS. 24" :iFF x 38" SQUARE OPENING n GROUT > PRECAST BOTTOM SECTION WITH POURED INVERT:,.. L 6" PRECAST BASE #5 AT 12" O.C. EACH WAY VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY 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 UNTIL WEAR COURSE IS PAVED 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE CITY OF Special Details r'� T/'� /'� CATCH BASIN MANHOLE oa-ol-ls HUGO WITHOUT SUMP (2'X3') HU-SD-4A EST. 1906 oa-so-te Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Latest Revision Date: 01/14/20 0008463.05DTF01.dwg Date: 01/09/20 sheet: 17 of 20 Adelaide Landing 5th Addition Details M © 2020 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 ¢ 4" PERFORATED PVC PIPE 28" R A DESIRED MINIMUM A '1 (SEE DETAIL BELOW) 60' 16" 3 OUTER LIMITS OF 1- 3' 8" - 3- 8" -1 ¢ PROVIDE 4" x 4" TEE AT EACH g^ R r 6" DISTANCE TO CL VARIABLE 0 0 3, 8" , 6„ 'gip o n CONCRETE WALK - J ,4 o BACK OF CURB BUILDING LOCATION FOR SUMP PUMP 30' 30' 68" R TOP OF BITUMINOUS MAT 1/2" R 3" R w w CONNECTION & 4" PVC TO PROPERTY m m �wLLw 4x4"TEE(TO BE PAID FOR LINE(4"PVC PIPE TO BE PAID BYTHE 16' 14' 14' 16' 1/2" W�3 4'0" , 0" 4'0" q•D. X q•p• ¢ }_� r n a o AS 4" PERFORATED PVC PIPE LINEAL FOOT) MIN --4 'I MIN MIN ~ 4 0" MIN 1 O O O d o FRONT FACE tr 0: 5' 8" ? j 5' 8" w 12' R 5' 8" m m 5' 8" ¢ m AS DF. IRECTED BY THE ENGINEER ¢ a ¢ w w PLUG OR CONNECT TO 6" 7" SLOPE 314"IFT. Mn/DOT B 618 OF CURB U U CURBBACK OF U O 5 m \ a ❑ r <z EXISTING SUMP PUMP 2%-5% �_ I 2%-5`Yul ' z v z 11 z O w m w 0 OUTLET (INCIDENTAL TO d{, -Ir nro 5 -- ❑ ¢ I -2% I 2% ,:. ::•.. •e.... BASE a 1Iz ¢ U a O o O ~ ❑ O w ❑ 17 1/2" -10 1/2" 6' L:ifn in 8(li 2' 0., I- � rn O g J ❑ ur PVC PIPE) I- -I .. 7`v w m w w z w 0 A1' LL 28".� " m m I¢i m 2' E a u rn z, O = VIoweSOD W/ 4" 18" 6' 3" (6" CURB) :. 4,..: �_ '-I- �� J O z w m VARIES BURY 6" LONG x #4 REBAR MIN TOPSOIL MODIFIED'S' DESIGN 4' 2" (4"CURB) r O ❑ O z I FOR LOCATING PURPOSED SEE INSET A 6" DISTANCE TO CL VARIABLE 4' 0" MIN.O 4 6' 3" (6" CURB) 6' 3" (6" CURB) 4' 0" 6 6' 3" (6 "CURB) 2 � F j wo ❑ I (INCIDENTAL) 1/2" R J� VAR. WIDTH CURB 4' 2" (4" CURB) q' 2" (4" CURB) MIND 4' 2" (4" CURB) x L I SEE INSET B i>- 3" R w ¢ O z w z w 2' ,� 2' O N ❑ } w I� 6678 CONCRETE CURB &GUTTER STANDARD FRAME AND BOX 1 A ❑ PROPERTY LINE A-] }" (0.2") Cl rj w m r W j I 6 SODDING W/ 4" MIN TOPSOIL 5'-0" (TYP.) FOR 8618 CURB 8 GUTTER �g 1/2• R PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP �" 1• a LL U u. I SLOPE 314"IFT. 5' 4' (6" CURB) CURB OR X=4' 0" DESIREABLE DOME SECTION w 4a Mn/DOT B 624 CURB & �r-- DIA. OR tr w ❑ O 13' 4' (4" CURB) Ya GUTTER /---------- 1 "-2 DOME Li x O SPAN ww F¢O❑m NOTE: - - - r 2 - CB MANHOLE OR CB 1.CONSTRUCT FINAL LIFT F BIT MIN ONE FREEZE -THAW CYCLE O BITUMINOUS O C C In O N M e1 0.02 FT/FT"MAX. 2 TYP. z 1 AFTER COMPLETION OF THE UTILITY WORK. . O ' TYP. " ¢-i ( ) r 2. THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON 0.08 FT/FT OR FLATTER 3 3 w 1.0. �-I O5" F EXISTING SOIL CONDITIONS AS DETERMINED BY THE ENGINEER. 2' 0" O °III IIII I O a K w O 111111111211112 > n m �LL x H rn u 3 z cga w� ❑a a� � �F 3w m3LL w rn ° x O O❑ WK m w O �a Y m O w5w ❑z r o. m ^ALL w ❑a a 6 0: zz w a a - rn O� o. PROVIDE FOR 6" OPENING IN BACK OF1 4 2'3. RIGHT-OF-WAY WIDTH TO BE DETERMINED BY THE ENGINEER. V=VV" .,°MIN. EACH CATCH BASIN STRUCTURE AT THE 4. 4" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ROUND ALL" (TYPO o' CENTER OF STRUCTURE DOWN 2.38' 28"R IF THE PATH OF TRAVELW IS 4FT, OR GREATER, USE «o000 0000 I ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE SLOPED 0,10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. FROM TOP CASTING TO INVERT. INSET B ENGINEER. 2" DEPRESSION 12" R 16" INTERSECTIONS IF 'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE (INCIDENTAL TO STRUCTURE) 66„ R TOP OF BITUMINOUS MAT DOME SPACING 10' LENGTH #4 EPDXY COATED MUST NOT EXCEED 0:08 FT./FT.. PVC PIPE DRAIN CONNECTION TO MANHOLE OR CB DESIGN "S" CURB STEEL REINFORCEMENT BARS NO SCALE & GUTTER (TYP) PLAN _ •.... .. .... .. ..,... .. ... 1/2" (V A I (6" CURB & 0.08 FT/FT SLOPE) 6' 0" 6 (6" CURB & 0.08 FT/FT SLOPE) %-- 42 y� 7" MODIFIED'S' DESIGN (4° CURB & 0.08 FT/FT SLOPE) (4° CURB 8 0.08 FT/FT SLOPE) rJ MINIMUM PAVEMENT DESIGN STANDARD: ELEVATION OF RAMP TURF ESTABLISHMENT AGGREGATE BASE - ACTUAL PAVEMENT DESIGN SHALL BE BASED ON SUBGRADE SOIL R VALUE AND ' BASE NOTES: (AS SPECIFIED) RPQ__TFD FCAI (TRAFFIC:) 1 171/2 70 1/2" TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALLSTATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY ;lam WITH THIS STANDARD DETAIL PLATE. 28" THE CURB AND CURB TRANSITION N THE RAMP WILL BE PAID FOR A LINEAR FEET F CONCRETE CURB R CONCRETE CURB CU O O O S O C CU O C ' • AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL GEOTEXTILE FABRIC BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE (Mn/DOT 3733, TYPE V) FLOW ! ` 6" DISTANCE TO CL VARIABLE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO 8E USED ON SIDEWALKS OR TRAILS WHEN CROSSING ` ` 1/2" R 3" R ALLEYS OR DRIVEWAYS. \" �a 1 1 INCH PREF RMED TNT FILLER MATERIAL AASHT M21 . • � �°.. /2 O JOINT O 3 1 2 WHEN POSSIBLE PROVIDE A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X 4' - - •� 8 LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS SIGNS CABINETS OR 11-112"WTYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE 2 B 3 GRANULAR BORROW SPWEA240B (PG 58-28), MnDOT 2360 ®® ° , � ', .�� '..� - OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. 1' 0" (AS SPECIFIED) ®e 4 • SLOPE 314"IFT. 03 WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN 12" R m 2357 BITUMINOUS TACK COAT Mn/DOT B 612 w 6' PERFORATED, SCHEDULE 40, PVC o5 CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. 3 PIPE BACKFILL WITH Y°" WASHED PEA GEOTEXTILE FABRIC 2-1/2" TYPE SP 12.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) FLOW ° ® PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB, WHEN THE DETECTABLE WARNING SYSTEM GRAVEL OR SELECT GRANULAR -I (Mn/DOT 3733, TYPE V) SPWEB230B (PG58-28), MnDOT 2360 •e . �� IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP. z MATERIAL & RAP WITH GEOTEXTILE 1 0 8"AGGREGATE BASE CLASS 5 OR SALVAGED/RECYCLED MATERIAL MEETING A I 05 ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3' (MNDOT 3733, TYPE I) (ALL TO BE CLASS 5 GRADATION)( MnDOT 3138 I- 8" 12" -I 0" OR 4' 0" TVP.) OF THE CURB RAMP. THIS 2- 0- BY 3' 0" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST INCLUDED IN UNIT PRICE BID PER PER 24' SELECT GRANULAR FILL, MnDOT 3149 VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A Y TYPICALLY! WHEN THE ADJACENT SIDEWALK IS DARK COLOR TRUNCATED 1 1 - LIGHT 6 PVC PIPE DRAIN DET AIL 12"APPROVED SUBGRADE I POWDER COATED A DARK COLOR RED TYPICALLY WHEN THE ADJACENT SIDEWALK IS A LIGHT GRAY CEMENT COLOR.' PIPET 1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER ALL ( ) NO SCALE CURB AND GUTTER © 6' 0" MIN. FOR NEW CONSRUCTION. T WALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE INSET A CURB CUT WIDTH EXCEEDS 4' 0", THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH. CITY OF Special Details CITY OF Special Details CITY OF Special Details Special Details Special Details Special Details i CITY OF CITY OF CITY OF RIPRAP UNDERDRAIN DETAIL URBAN RESIDENTAIL STREET SURMOUNTABLE CURB & CONCRETE PEDESTRIAN 03-01-10 04-01-15 04-01-15 04-01-15 04-01-15 m. 04-01-15 DETAIL �. HU-SD-6� STORM SEWER Hu-SD-8� 9 TON DESIGN HU-STR-1E� GUTTER AT CATCH BASIN HU-STR-2 CURB 8c GUTTER HU-sTR-28 CURB RAMP HU-ST-3 EST. 1808 EST. 1808 04-30-16 EST. 1808 04-30-18 EST. 1808 O1-20-17 EST. 1808 01-20-17 EST. 1808 �e 01-20-17 OUTLET NOZZLES & THREADS: TWO 2-1/2" HOSE "HYDRAFINDER" (CANDYCANE) PROPERTY LINE CONNECTION AND ONE 4-112" PUMPER CONNECTION. FIRE HYDRANT LOCATOR - - (NATIONAL STANDARD THREADS) ua a ua STEEL POST rF9 PT i- WATEROUS WB-67 AS SPECIFIED PAINTED BLUE EXPANSION JOINT SLOPE 1/4" PER FOOT TO DRAIN CAPS TO BE CHAINED BURY 8.0' A e/j ; i\ r\ r\ r , r /\ /� /� /� /�\/��\/\ SURMOUNTABLE OR (PENTAGON NUT ON CAPS) w z z 6618 C & G r PROPERTY LINE VALVE 80X CL AS SPECIFIED W STREET w 3" TYPE 9.5 WEAR COURSE MIX (2,B) p O A B (SPWEA240B) 0.5' 0.5' 18" 24" tr AS REQUIRED AS REQUIRED n QUANDRANT TO BE POURED 6" CLASS 5 AGGREGATE 100% CRUSHED 4' 8' 4' a INTEGRAL WITH CURB LIMESTONE QUARRY OR I� 7• 1' 60' RNJ 55, RAN RECLACLASS 5 GRADATION. ( EQUAL MEETING A 46' TO 46' TO CLASS 5 GRADATION. (MnDOT 3138) EXPANSION JOINT a/c BIC GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED 4'r'Uq{- 1" MIN. ` 1 UWAM i 20% _, r 20% _- UNDERCLASS 5 AGGREGATE 2% 2"MAX. GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED n� VARIES 18" �o / V / \ �•9� EQUAL NOTE: 2'-6° GEOTEXTILE FABRIC " THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95 % COMPLETION MnDOT 3733 TYPE 3 OF ALL HOME CONSTRUCTION. / \ �.'� '.. ' • '.• .•i� BIKE PATH TYPICAL SECTION 7-6" T-6'MIN COVER MIN BONNET GRAVEL OR CRUSHED CURB BOX WITH i -NS STANDPIPE V CORP STOP SECTION A -A 34' R \ 34' R/ R\ STREET ADAPTOR R WASHED COARSE AND STATIONARY ROD 47' R 44' ROCK TO 6" ABOVE WASTE THRU B618 C & G L - - - - - - -, L - - - - , VARIES \ •-6' A FULL XT N I N B/C B/C OPENING MIN. 1/3 CY THIS DETAIL IS THE SAME P.C. OF & = 46° 02' O6" P.C. OF 0 = 49° 02' O6" FOR BOTH SIDES OF THE CURB CURB 3" TYPE SP 9.5 WEAR COURSE MIX (2,B) (SPWEA240B) - BRACING AS 1"TYPE K COPPER 1' TYPE K COPPER VALLEY GUTTER 32' F-F 28' F-F PROPERTY LINE -Y - MIN. MIN. � 776'. CLASS SAGGREGATE BASE OR I �' - =�'=' •,: , % REQUIRED RECLAIMED/RECYCLED EQUAL MEETING A • ^;'•<'• •7 0.5' 5' 0.5' :+ .,` ::=: WATFRMAIN HORIZONTAL GOOSENECK 18 18" CLASS 5 GRADATION. MNDOT SPEC 3138 : d • '":1 :e y:;: 8" x13"x5" MANHOLE BLOCK GEOTEXTILE FABRIC TO BE PLACED UNDER CLASS 5 AGGREGATE PRECAST CONCRETE LOOP SHALL BE NO HIGHER 6" D.I.P. \� BLOCK THAN WATERMAIN 2% 34' B-B 30' B-B GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED EQUAL ,••:;?. 3/4"per R. 13, MIIN. 13' 10' MIIN. 10, .E,• ;!. 4::. WATERMAIN SLOPE 1/4" PER FOOT TO DRAIN •SY 1:1 3 A �� 7„ 60' R/W 50' RAN \ \/\ -•sw '4" CONCRETE(3A32A) PRECAST CONCRETE 2'DIAMETER BY 6" MIN. CLASS 5 AGGREGATE 100% CRUSHED LIMESTONE 14" FINE FILTERED AGGREGATE BASE AS SPECIFIED PIT UNDER HYDRANTEP QUARRY OR RECLAIMED/RECYCLED EQUAL (MnDOT 3138) riur_ A ry Ass s GRADATION. (MnDOT 3149) OR CLASS 5 FILLED WITH GRAVEL FOR #4 REBAR (TVP.) TO BE INSTALLED AT HALF DEPTH OF GUTTER AGGREGATE 100%CRUSHED ALL INSTALLATIONS. LIMESTONE QUARRY OR NOTES: MEETING CLASS 6 G EQUAL - 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF NOTES: MEETING A CLASS 5 GRADATION. BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AW WA AND MANUFACTURER'S STANDARDS. 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT SECTION B-B 'NOTE: (MnDOT 3138) 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE - DEPTH REQUIRED, CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT THRU CONCRETE GUTTER 6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. PRICE AND SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC.. AREAS. 3. HYDRANTS SHALL HAVE A i6" BREAK OFF TRAFFIC FLANGE 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. BOXES A-1 OR CITY APPROVED EQUIVALENT. RESIDENTIAL ADT 300-1000 RESIDENTIAL ADT UNDER 300 5. RED OR YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22-444M OR SIDEWALK TYPICAL SECTION 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. CITY APPROVED EQUIVALENT. 4. WHERE SIDEWALK OR TRAILS ARE PLACED 1' FROM RIGHT OF WAY WATER SERVICES SHALL BE EMENDED 10' BEYOND THE RIGHT OF WAY. Special Details Special Details Special Details Special Details Special Details Special Details CriY OF CITY OF CrtY OF .CITY OF CITY OF CITY OF VALLEY GUTTER TYPICAL CUL-DE-SAC FOR BIKE PATH AND TYPICAL TRAIL TYPICAL HYDRANT TYPICAL WATER SERVICES � 04-01-15 04-01-01 � 04-01-15 rn 01-01-15 � 04-01-15 �� 04-01-15 DETAIL HU-STR-6 50' & 60' RIGHT-OF-WAYS HU-STR-7� SIDEWALK TYPICAL SECTIONS HU-STR-9 T\ � l SECTION Hu-STR-10 INSTALLATION HU-W-1 FOR WATERMAIN HU-W-2 EST. 180ti D1-2D-17 EST. 1808 01-2D-17 EST. 1906 D1-2D-17 \� - EST. 1806 I«ev�e: D1-2D-17 I // EST. 180fi D1-2D-17 EST. 3806 D1-2D-17 GATE VALVE ADAPTOR: 1/4"STEEL WITH SERIES • • GROUTING RINGS PROTECTIVE COATING EACH AREA OV PLYWOOD 3/4" RUBBER GASKET OVER FACE S 112 OF INSTALLED BETWEEN GATE OF BOLTS TABULATED VALVE AND ADAPTOR TOP VIEW TOTAL AREA 2"TYPE'K' v Ii>G COPPER VALVE BOX SETTING TO BE`c^ J 'I SEALS FOR RIGID JOINTS BETWEEN PIPE &CONCRETE STRUCTURES 1/4"-3/8" BELOW PAVEMENT AND Y . SIDE VIEW _ �1 PLUG OR CAP 1"TYPE "K" AT GRADE IN TURF AREAS PLUGGED CROSS WYE COPPER 4" DIP Ideal for: NOTE; INSULATE AS DIRECTED BY ENGINEER BRASS SHUT-OFF VALVE o I . - .I • Mortared Precast Connections nne Lions to U IStruc 1�I _ EMBEDDED e• CONCRETE . Field -Poured Concrete res VALVE BOX SHALL BE SET TO I +-' q1 4' EMBEDDED A HAVE 6" ADJUSTMENT UP AND 2 A STRUCTURE DOWN FROM FINISH GRADE A (WS-30) > A , < ° .s \ 1` :. EXISTING (OR FINISHED) GRADE _ a� $tnlCtUfeS SEWER ?� .e• Field -Poured Collars BEND PLUGGED TEEr 2"CORPORATION 1 • • e• °,� Casting Pipe Hubs in any r�VVVRV yRVo� 1"CORPORATION STOP STOP 'e' °' L Concrete Structure AGGREGATE AND MnOOT 3733 FABRIC LINING TYPE 3 PITGEOTEXTILEATTACHED DRAIN PIT AND ATTACHED TO TOP 7'-6" COVER OF VALVE BOX FOOT PIECE MIN. 1-1/2" WASHED ROCK ALL AROUND MIN 1r3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) .j BONNET ADAPTOR DJ P. WATERMAIN <a TIE RODS GATE VALVE 8"X13"x5" MANHOLE BLOCK 8'x8' INSULATION FOR PIPE PLUGGED END 2• MEDIAN (4" MIN. THICKNESS) 22-1/2" BENDS --( (TYPICAL) I CORPORATION i- TSTAINLESS AKE-UP CLAMP STEEL Get these WaterSTOP 6' STOP Advantages: WATERMAIN 12 VARIES WATERMAIN Prevents fluid infiltration and 1" COPPER .. exflltrat/on Excellent in -field connection CURB BOX :, .. ,"; • to existing structures MECHANICAL JOINT FITTINGS • A • 4 Installs quickly and easily WITH RETAINER GLANDS NOTE: •'A•e•s <1 Y Y 20' �( 1. RE -USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS. 1"TYPE "K" COPPER •> A A ' �• NON -SHRINK with just a ratchet INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. PATCHING FURNISH NEW GASKETS WHERE REQUIRED. COMPOUND Available for most pipe types 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1"COPPER I 1.5"to 144" AND 1"CORPORATION STOP, AS SPECIFIED. ALL OTHER WORK TO BE 2" TYPE "W COPPER INCIDENTAL TO THE PROJECT. 3. TO BE REMOVED AFTER TESTING AND/OR PRIOR TO FREEZE-UP. 4" GATE VALVE INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL. Three Profiles for All Your Rigid Joint Sealing Requirements ... NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. r F� ' NOTES: 1"CORP 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER, 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND �.- THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 4. ALL VALVES SHALL BE TIED WITH 3/4' THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS. 4" DIP PLUG PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE WS - '25 c. LIEU OF TIE RODS. W S - 2O WS'°3O 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECI. THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). 4" DIP CL 52 4-f)" Pipe*) NO SCALE 12' MAIN (1.5 - 3" Pipe) ( p ) (8-144" Pipe) Special Details Special Details Special Details Special Details Special Details'WS-25can beused onlarger pipe than 6".but the WS-30Isrecommended CITY OF CITY OF CITY OF CITY OF CITY OF on 8" pipe and larger VALVE BOX °"° ^ POURED CONCRETE THRUST w"' WATERMAIN LOWERING °°m ^ TEMPORARY AIR BLEED °"" IRRIGATION DETAIL °"° 04-01-15 04-01-15 04-01-15 04-01-15 04-01-15 INSTALLATION HU-W-3 BLOCKING FOR WATERMAIN « HU-W-4� WITH INSULATION DETAIL THU-W-5� INSTALLATION DETAIL HU-W-6� HU-W-7 EaT. 180e -2. EST. EST. 1906 D,-2D-,7 EBT. 1906 D,-20-,7 EST. 1908 D,-2D-,7 EST. 1808 D,-2D-,7 Press -Seal Gasket Corporation 6932 Gettysburg Pike, Fort Wayne, Indiana 46804 Phone: (260)136-0521 (800)348.7325 Fax: (260)436-1908 E-mail: salesAprewseal.00m Web:! w .Press -seal. Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. NOMINAL FITTING SIZE, INCHES TEE, YE, PLUG W CAP 90° BEND, PLUGGED CROSS TEE PLUGGED ON RUN 45' BEND 22-1/2° BEND 11 -1/4° BEND Al A2 4 1.0 1.4 1.9 1.4 1.0 - - 6 2.1 3.0 4.3 3.0 11.6 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 1 6.0 3.0 18 19.0 27.0 38.0 27.0 1 14.6 1 7.6 1 3.8 20 23.5 33.3 47.0 33.3 18.1 1 9.4 1 4.1 24 34.0 48.0 68.0 48.0 26.2 1 13.6 1 6.8 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 Date: 01/14/20 License Nm 43358 Revisions: Chedlea: THB Drawn: CTY Record Drawing by/data Prepared for: 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Latest Revision Date: 01/14/20 0008463.05DTF01.dwg Date: 01/09/20 Sheet: 18 of 20 Adelaide Landing 5th Addition I Details M �.z _`RTEL RCHITECTS February 22, 2020 Scott Anderson, Public Works Director City of Hugo 14669 Fitzgerald Avenue North RE: Proposal for the City of Hugo Public Works Facility Dear Scott, First let me say that this project has been and will remain very important to me. I propose being the lead architect (even the project architect, if you wish to call me that) despite the fact that I have had more of a back-up role on our projects recently. That also means I would be the one in the field during construction -- a role that I was familiar with for decades until just recently. The following is a brief proposal for the public works project. We can provide whatever additional information you or the council would like. In the interest of time, I wanted to get this to you sooner rather than later. If acceptable to the City, we can prepare a draft contract for review by the city, and city attorney, and amend as necessary. Scope of Service and Assumptions The following is our basis for this proposal: 1. Services include civil engineering, structural engineering, M/E engineering, landscaping, interior design and architectural services. Oertel Architects would provide the role of project management. 2. Services range from any additional planning and design through construction and project close-out. 3. The project consists of the "compromised plan" as discussed by council, which is estimated to be about $10 M in 2020 dollars. In addition to the main facility, the project would include all site work, bins, fueling island, salt building, equipment and other related items as discussed and shown on the master plan. We would also incorporate any features and details necessary for long term expansion of the facility. As noted previously, regardless of other items, we would bid out the salt building separately and that is extra service is assumed as a part of our scope. 4. Meetings are included in the scope of services. This includes meetings with the city and meetings during construction. Although the exact number of construction meetings may vary, we assume that there will be about 40 meetings on site. In addition to the on -site meetings during construction, we would also review shop drawings and pay requests, prepare informational items, verify quality and perform other typical architectural services during the construction phase. 5. Civil engineering would be required and provided for grading, stormwater, site design and Watershed reviews. This would also include work necessary for new wells, septic system and drain field. _RTEL ,. RCHITECTS 6. There has yet to be a decision or discussion for method of delivery, whether a construction management (CM) or standard "low -bid" general contractor method. We can work with either method and discuss this more at a later date. Relative to our proposal is that the CM method involves a little more time for us in the issuing of documents but the CM would perform cost estimating. The conventional bid method would result in the need to include for us to include phase by phase cost estimating. Either way, this involves about the same amount of time or cost and would not impact our fee either way. 7. We can discuss the two methods of delivery in more detail but, if the City chooses to go with the CM method, it is advised that a CM be on board by early April. 8. Not included in the proposed fee are the following items. Should the City prefer for OA to include these items under their contract, we could do so and simply add the cost to our fee, once determined. We would coordinate all of this work regardless. Soil borings Survey and base site map Special inspections (required by code) Testing and inspections during construction Commissioning (required by code) Low voltage (telecom, fiber, security, intercom) Schedule With the idea of getting the bid set out as soon as possible, in order to get the project under way and under construction by early fall, we need to be aggressive in order to perform some key construction work prior to the onset of winter. Consequently, this is an aggressive schedule. We assume the need for some overtime and included this as a part of our fee. If we were to start the first week of March, this is a possible fast -track schedule: April 9, 2020: Completion of schematic design and 3D color images (architectural only) May 28, 2020: Completion of design development (complete set of all disciplines) July 28, 2020: Completion of construction documents August 20, 2020: Bids due September 8, 2020: Construction start September 30, 2021: Substantial completion (move in date) October 30, 2021: Project closeout Note that, from this point in time, every week matters. Proposed Fee The proposed fee includes the following: Architectural Civil engineering Landscape Structural engineering �°RTEL ARCHITECTS Mechanical engineering Electrical engineering Interior design and assistance with furnishings Project management Contingency for additional services (of 5%) The fee is broken down as follows: Schematic design: $ 80,000.00 Design development: $160,000.00 Construction documents: $230,000.00 Bidding and negotiation: $ 10,000.00 Construction: $135,000.00 Process management: $ 15,000.00 Expenses (mileage, sets, state fees, etc.) $ 5,000.00 Contin encv: 35 000.00 Total proposed fee: $670,000.00 Conclusion I am confident that we can make this a successful project, on budget and on time. As with everything these days, it may not always be easy and may require some extra efforts, but we are up to the task. I hope this will serve your purposes for the time being. If you have any questions, I trust that you will contact me. Sincerely, �-' Oertel Architects Jeff Oertel, President 3/12/2020 Neighbors weigh in on new public works facility I News I presspubs.com North. Oaks Estate Sale March 13 `- & 15, 2020 9 ar" 3,06 #s @ 8:30 am Friday 651-429-5506 for the address hi 'tiP�iile features designer -quality furniture including living �'f xr bedroom and dining room feces with accessories. Oriental rags, oq 8 p gs, sWiierf`3iijrystal, several sets of dishes, wrought iron patio furniture and ' - very interest hg,small items., The quality doesn't get any better than this. • �—• a -- UTSGi$'tSC�'Ai8 BS https://www.presspubs.com/citizen/news/neighbors-weigh-in-on-new-public-works-facilitylarticle_1 e2b4292-6491- 11 ea-841491 ab89c221.html Neighbors weigh in on new public works facility By Shannon Granholm/Lead Editor Mar 12, 2020 10-15 Acres https://www.presspubs.com/citizen/news/neighbors-weigh-in-on-new-public-works-facility/article_1 e2 b4292-6491 -11 ea-84fl -ff91 ab89c221.htm1 1 /5 3/12/2020 Neighbors weigh in on new public works facility I News I presspubs.com The city of Hugo is considering expanding its current public works facility or constructing a new building on the Irish Avenue Park property. The facility would take up 10-15 acres of the 125-acre property. Submitted HUGO — Irish Avenue Park neighbors and users filled the Oneka Room at City Hall to get their questions answered and share comments with city staff and the council regarding the city's proposal to consider construction of a new public works facility on the 125-acre property in Hugo. The neighborhood meeting March 4 to discuss why the public works facility needs more space and what has already been done also provided the public with background information and site history. City Administrator Bryan Bear explained, "There is information out there that people have learned. am going to tell you right now that if you have read information that you might have seen on Facebook, let's just start from the premise that it is all incorrect," he said. "It is important to note that the city is not very far at all with anything, (and) no decisions have been made to do anything. We are at a point now where we would like to share information with the neighborhood." Bear then dived into the history. Irish Avenue Park, which is located near Irish Avenue N and 140th Street N, has quite a history. Many years ago, it was known as the Hansen gravel pit property. It was home to a gravel pit, which for some years also included an asphalt plant and rock crusher. A lawsuit and settlement agreement commenced by the city of Hugo required the business to cease operation in 2004, at which time the property was supposed to be reclaimed. The reclamation plans included the installation of topsoil, trees and other plantings. Bear explained that the reclamation project didn't happen and things sat in limbo for a while. After a neighborhood meeting in July 2007, Bear said that area residents wanted to see that property reclaimed in accordance to the prior agreement. In 2009, another lawsuit and settlement agreement spawned results: the property was restored and ownership of the property was cleared up. Following several deaths in the Hansen family, the city purchased the land from the Hansen estate in 2009 for $900,000. "The goal has always been for the property to be enjoyed by the public," Bear explained. Over the years, many ideas have been proposed for the land, but that will all be figured out when the Parks Commission begins a master planning process for the park later this year. https://www.presspubs.com/citizen/news/neighbors-weigh-in-on-new-public-works-facilitylarticle_l e2b4292-6491-1 l ea-84fl -ff9l ab89c221.htrn1 215 3/12/2020 Neighbors weigh in on new public works facility I News I presspubs.com In 2019, the council approved a facility needs study for the Public Works Department and approved the 2020 budget, which allows for either the expansion or relocation of the public works facility, currently located at 6900 137th Street N., just west of Hanifl Fields Athletic Park. The first part of the study dived into what it would take to accommodate the department's needs by expanding its current facility. The second part of the study investigated the construction of a brand new facility on approximately 10-15 acres of the 125-acre site. Public Works Director Scott Anderson said, "Expansion of our building (on the current site)does not allow for long-term expansion beyond 15 years. We would reach capacity with no further expansion available." The study concluded that it would be more cost effective and better fit the department's long-term needs to build a new facility at Irish Avenue Park. Many residents shared their concerns and expressed that the reason they moved to Hugo in the first place was for its country feel. One resident said, "We have lived in the area for 10 years and we love it. It is dark at night, quiet and there are no artificial lights shining into the sky." A common concern among residents was the lighting that would be used on a new facility. City staff and the council explained that both advances in lighting and the city's standards for lighting have come a long way since the original facility was built in 2004. One resident said, "A handful of people in this room moved out here because we like the peaceful nature of the property, so people are sensitive to it becoming industrialized. Take into consideration what you would want to live next to, especially since this is an agricultural area. We didn't move to a house in a development on a cul-de-sac," he said. Another resident wanted to know what would be done with the existing building if a new one was constructed. Bear said they don't know the answer to that yet for sure, but they have some ideas. He said the city has had discussions with White Bear Lake Area Schools, which needs a grounds maintenance facility. Another possibility might be for the county to use the space. A concern was the noise and traffic that might be generated from the site. Anderson explained, "We are pretty good neighbors. It is quiet on the evenings and weekends." He added that public works staff are good about doing what they can before a snowfall so when they come in early in the morning to begin plowing, "alarms aren't going off and tailgates aren't banging." https://www.presspubs.com/citizen/news/neighbors-weigh-in-on-new-public-works-facility/article_1 e2b4292-6491-1 l ea-84f1-ff91 ab89c221.htrnl 315 3/12/2020 Neighbors weigh in on new public works facility I News I presspubs.com One resident wanted to know why the department couldn't work out of two facilities. Anderson explained the department much prefers one location due to an efficiency standpoint and cohesiveness. Mayor Tom Weidt said he would like to see the city maintain its ownership of the old facility once the new one is built. "We want to keep the option of having control of that, because there might be a situation where we need that building back. Once you get rid of a public building it is hard to get it back," he said. Weidt said it is essential that everyone think about the long-term needs of the growing city. "I think there is a responsibility for us to do things right the first time. The building has worked well, but if we expanded it right now, we would spend a lot of money doing that and it would last us 10-15 years and then we would probably have to expand again. We would be landlocked to do that at this spot," he said. "Future councils and residents down the road would have to make the decision to find a piece of land and build a new building. That's going to be wildly more expensive than it is now." Bear encouraged residents to keep sharing their thoughts with the council and stay involved in the master planning process for Irish Avenue Park. He added that residents will be notified regarding future meetings on the topic. Lead Editor Shannon Granholm can be reached at 651-407-1227 or citizennews@presspubs.com. SIGN UP OSLO *( !OR UR relayforllfe.org 0 hftps://www.presspubs.com/citizen/newslneighbors-weigh-in-on-new-public-works-facilitylarticle_le2b4292-6491-11ea-84f1 ff9lab89c221.html 4/5 Agenda Item: J.1 CITY OF HUGO CITY COUNCIL PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Emily Weber, Community Development Assistant SUBJECT: The Meadows at Hugo Sketch Plan — Golden Valley Land Company DATE: March 11, 2020 for the City Council meeting of March 16, 2020 ZONING: Future Urban Service (FUS) LAND USE: Medium Density Residential (MD) REVIEW DEADLINE: Application deadline waived 1. PLANNING COMMISSION UPDATE: At its February 27, 2020 meeting, the Planning Commission considered the sketch plan application submitted by Golden Valley Land Company. The applicant had previously attended the Parks Commission meeting on March 20, 2019 and the Planning Commission meeting on March 28, 2019 and received feedback from staff as well as the Commissioners. The applicant then submitted a new sketch plan and staff provided an overview of the changes to the Planning Commission. The applicant requested that the Planning Commission provide feedback on the overall layout of the sketch plan, lot sizes, and setbacks for the site. Generally, the Planning Commission liked the layout of the site, the trail connections, and the additional access points that the applicant added to the sketch plan. At the meeting in 2019, the Planning Commission expressed their concern with the proposed 5 foot side yard setbacks and stated that they would like to see 7.5 foot side yard setbacks. However, the Commissioners thought that the 50 foot wide lots shown on the sketch plan were acceptable. The applicant kept the 5 foot side yard setbacks with the submittal of the new plans. They stated that the proposed villa products will be 40 feet wide, and if they have a 7.5 foot side yard setback they will lose too many lots and will not be able to meet the net density requirement. In response to this, the Planning Commission discussed how the applicant could provide more creativity to the layout and add character to the development in exchange for the smaller side yard setbacks. Among their discussion, the Planning Commission suggested that the applicant add variation or curvature to the long, straight road that was shown on the sketch plan and that the applicant remove one or more lot along that same road. Additional suggestions included: The Meadows at Hugo Sketch Plan Page 2 • Offering a variety of villa products • Keeping the villa products at one -level or one and a half level • Having a garage -flush design • Staggering the front yard setbacks • Angling the lots that are along the ditch The applicant responded to the Planning Commissioners comments and submitted a new sketch plan for the City Council to review. 2. BACKGROUND: The property is generally located north of 159t' Street and east of the north City water tower. This property is just east of the approximately 40 acre park area that was dedicated with the Oneka Place development. The property is currently vacant, relatively flat, and has some site constraints due to wetlands, floodplain, shoreland district, and a ditch. The applicant would like to receive feedback on the project in regards to general layout, housing types, wetland replacement, and road connections. 3. SKETCH PLAN: Golden Valley Land Company is planning to develop a parcel of land that is 33.41 acres, with 6.78 acres of wetland. The plan shows 81 proposed single family lots intended for villa style homes. The plan also shows stormwater ponding areas, trail connections, and road connections. A home owners association is proposed for the development. The sketch plan was completed to get comments from the various commissions and Council prior to moving forward with the formal development approval process. The plan shows the extension of Farnham Avenue, through a piece of City owned property, to access the parcel. Current Zoning The proposed parcel is located in the Future Urban Service (FUS) zoning district. The applicant intends to request flexibility on lot sizes and setbacks for the 50 foot wide villa lots. 2040 Comprehensive Plan The parcel is guided as Medium Density Residential (MD) according to the 2040 Land Use Plan. The density standards for the Medium Density Residential (MD) designation is a minimum of three units per acre. The developer is proposing a residential gross density of 2.42 units per acre and a net density of 3.04 units per acre. The development currently meets the density requirements for the land use designation. Planned Unit Development The developer has proposed requesting approval of a PUD for the development. PUD's offer enhanced flexibility to develop a site through the relaxation of zoning district standards. The use of the PUD zoning also allows for a greater variety of uses, internal transfers of density, The Meadows at Hugo Sketch Plan Page 3 construction phasing and a potential for lower development costs. In exchange for this enhanced flexibility, the City has the expectation that the development plan will result in a significantly higher quality and more sensitive proposal than would have been the case with the use of other, more standard zoning districts. • Lot widths o The developer is proposing the lot width of all lots to be 50 feet. • Setbacks o The developer is proposing aside yard setback of 5 feet where 10 feet is required by ordinance. They are also proposing a side yard setback of 15 feet where the side yard of the lot is along the public right of way. All other setbacks are proposed to comply with the zoning regulations. R3 Proposed PUD Front yard setback 30 ft. 30 ft. Side yard setback 10 ft. 5 ft. Rear yard setback 30 ft. 30 ft. In exchange for the proposed PUD, the developer is expected to have a higher quality development with valued amenities. The developer has proposed the following: • The extension of the trail system through the development with an off-street trail connection to the park to the west. • Open space throughout the development that maintains the natural integrity of the site. • The developer has stated that they will evaluate the site to preserve to the maximum extent possible the sites natural features (wetland, floodplain, shoreland, etc). • Installation of a water re -use system for irrigation. The Medium Density Residential designation's primary intent is to respond to a need for smaller homes on smaller lots. This designation offers the opportunity for housing that may expand opportunities for more affordable single family home living and changes in demographics, including smaller homes for empty nesters and smaller families. The medium density designation also describes the importance of preserving natural resources and amenities. The proposed sketch plan is requesting flexibility to accommodate smaller lot sizes and setbacks, and preservation of natural resources. This is in line with the intent of the land use present in the development. Staff will continue to work with the developer on their proposal to request a change in the zoning to Planned Unit Development as the project moves forward. Because its proximity to the ditch, the property is in the Shoreland Overlay district. The development will need to meet all of the MN DNR shoreland standards as they relate to PUD approvals. A builder for the development has not been identified however, the applicant has provided example elevations to provide a conceptual product type. Staff is comfortable with the lot sizes, however recommends that the setbacks be further evaluated at the project moves forward. Staff The Meadows at Hugo Sketch Plan Page 4 recommends that the applicant show the building pad locations on the site plan in order to get a feel for the character of the neighborhood. Housing Types/Design The developer is proposing 81 single family villa lots at 50 feet wide. The applicant has provided example building elevations but has stated that a builder has not be selected. Although the applicant stated that the villa lots will be maintenance provided, they did not submit details about association maintenance with this application. At its meeting on February 27, 2020, the Planning Commission made the suggestion that villa products be limited to one-story or one and a half story due to the proposed side yard setbacks. The applicant has stated that they intend to follow that guideline as well as design the garage flush with the front of the homes. Streets & Access The developer is showing access to the site from Farnham Avenue. The developer is also showing two connections to the properties to the north upon staff recommendation. With the approval of the Oneka Place development to the west the City acquired a large park area. Per evaluation and recommendations from the Parks Commission and Planning Commission the park area was divided into two outlots (Outlots K and L, of the preliminary plat of Oneka Place). The developer is proposing to provide access to the site via connection to Farnham Avenue, through the City owned property (Outlot L). Outlot L was not dedicated to satisfy park dedication requirements. This was to allow the opportunity for the possible extension of Farnham Avenue for access to the park and/or access to the parcel to the east proposed to be developed with this application. Further it was recommended that the street be constructed at the developer's expense, if access was needed for the development of the property to the east. The developer is also proposing to construct the public street at their expense, but any utilities installed through the City property would be at the City's expense as sewer and water for the development is not accessed from that road. These utilities would be intended for any future improvements to the City owned property and/or adjacent park property. Staff will evaluate if utilities are needed at the time a formal application is approved. Staff recommends that the Council offer to make the land available for construction of the street and the street be constructed at the developer's expense. Staff has also recommended that the developer create a place or driveway for a maintenance road off of the public street in order to be able to access to the water tower. The intersection at 159th Street and Farnham Avevue would remain with no stop controls at 159' Street and a stop condition on Farnham Avenue from the north and south. Further evaluation of any minor intersection modifications would be evaluated during the preliminary plat phase. The Meadows at Hugo Sketch Plan Page 5 Parks Commission Update: The developer's proposal was evaluated by the Parks Commission at its March 20, 2019, meeting. The Parks Commission has not yet planned the future park. They discussed that during the approval of the Oneka Place development there was concern over the lack of parking for the future park and the possibility of a parking lot off of Farnham Avenue North. The future park was discussed as being passive with trails, at least in the short-term. There was not a strong interest in active park features such as a playground or ball fields in the near future. Additional planning and discussion is needed for the park, but they did not expect that to happen this year. Since there is no plan for the park, the Park Commission recommended making the land available for construction of the street at the developer's expense, but not allow the development of the lots as shown on the previously submitted plan. They discussed wanting to keep their options open for a parking lot to be constructed for the park or if any active amenities were desired. Planning Commission Update: The Planning Commission recommended that the applicant add variation or curvature to the long, straight road connecting the south and north portions of the development. Staff also recommended that traffic calming measure should be taken into consideration on the proposed long roadway. The applicant has since updated the sketch plan to reflect these comments. Utilities As identified in the City's Comprehensive Water Supply and Distribution Plan, a 24" trunk watermain will need to be extended north from the water tower location. The 24" water main should be extended north through the development with the City paying for oversizing costs. The City's Comprehensive Sanitary Sewer Plan identifies the way in which properties are to be served by sanitary sewer. A sanitary sewer connection to the Met Council Interceptor is identified at 1651h Street with a 33" trunk main. The proposed sketch plan identifies a connection to the Interceptor approximately 1320 feet south of 165th Street. Oversizing of the trunk main would be the responsibility of the City of Hugo. No phasing plan has been submitted by the applicant, however, staff recommends that the phasing plan shows how the utilities can be phased. With water available from the south and sewer available from the north, the project may need to be completed in one phase. Staff has also requested that the developer create a watermain loop in the development, which would allow for water to flow in two directions should water need to be shut off for any reason. While the proposed sewer connection is different than what is shown on the Comprehensive Plan, it does propose an alternative way to serve the development and other properties due to the difficulties of the sanitary sewer planned to be available from the north and watermain being available from south. Staff does feel this is a reasonable option, however, drainage and utility easements will be required in order to allow the sanitary sewer to be constructed out to 1651h Street in the future. The proposed location change will still allow the surrounding properties to The Meadows at Hugo Sketch Plan Page 6 be served with sanitary sewer, but in a different way than assumed by the Comprehensive Plan. Further, a Comprehensive Plan amendment would need to be approved for the change in location of the connection to the Met Council Interceptor. At the February 27, 2020 Planning Commission meeting, the Commissioners discussed the tentative Comprehensive Plan amendment and felt comfortable with the changes provided that all residents will be able to be served in the future. The Comprehensive Plan amendment would need to be approved by the City Council and the Metropolitan Council. Parks / Trails According to the Parks, Trails, and Open Space Plan, the property is in neighborhood park service area 3. There are no existing parks in the area besides the park land that was recently dedicated with Oneka Place which is adjacent to the development. Currently, there is not a plan for the park but a passive trail system has been discussed. Frog Hollow, in neighborhood park service area 4, is to the south of the property and may be considered to be within walking distance. The Trail Plan shows an existing trail extending from Farnham Avenue North through the northeast corner of the property. The entire property is shown as a part of the greenway corridor that follows the ditch. The developer has shown on their plan that they would extend the City's trail system through the subdivision and make connections to the trails in the future park. The developer is required to dedicate land, pay a fee, or a combination of land and fee. At this time, the developer has not indicated how they propose to satisfy the park dedication requirement, but it is assumed that they will pay the fee because they are not showing a land dedication. The park dedication section of the City Code requires the applicant dedicate 10% of the developable acres for park land with a density of up to 3.99 units per acre. The developer has indicated that there are 27.31 acres of buildable land in the development. Therefore, the developer would be required to dedicate 2.73 acres of park land. The current park dedication fee is $2,400 per unit. If a fee is preferable, with 84 units, the park dedication fee would be $201,600. Parks Commission Update: At its March 20, 2019 meeting, the Parks Commission agreed that the existing parks are sufficient to serve the development and recommended the developer pay the fee to satisfy the park dedication requirements. Planning Commission Update: At its February 27, 2020 meeting, the Planning Commission expressed that they like the trail connections offered throughout the development and the sidewalks shown. The Meadows at Hugo Sketch Plan Page 7 Landscaping The developer has not submitted a landscape plan. In exchange for PUD flexibility, the City could expect a landscape plan that goes beyond the minimum requirements to provide street trees, entrance streetscaping, plantings around any monument sign, plantings in open space, etc. At its February 27, 2020 meeting, the Planning Commission suggested that the applicant thoroughly design the landscape plan to exceed standard expectations and compliment the natural characteristics of the site. Wetlands The City's Technical Evaluation Panel (TEP) has approved the wetland delineation for the property. The sketch plan shows approximately 1.9 acres of wetland fill and mitigation. The developer has stated that they will evaluate the site to preserve to the maximum extent possible the sites natural features (wetland, floodplain, shoreland, etc) as part of the PUD request. A wetland replacement plan would need to be applied and approved by the TEP if the developer plans to impact any wetlands on the site. This will be evaluated as the project moves forward. Staff has recommended that the applicant schedule a preliminary TEP meeting. Stormwater Management/Water Re -Use The developer is proposing to have a stormwater management plan through the construction of ponds within the site. Staff will be working with the developer, as this projects moves forward, as it relates to stormwater management, floodplain, and infiltration. The developer has also indicated that they will be using stormwater for irrigation purposes within the development. If the system is feasible, from a water availability and design standpoint, it will require additional review and analysis as the project moves forward. 4. CONCLUSION: The applicant is asking for the City Council to provide comments on the sketch plan. As the applicant moves forward with the application, staff recommends the following: 1. That the City Council recommends to make the City property available for construction of the public street to access the site at the developer's expense. Any utilities needed for future improvements to the City property shall be at the City's expense. 2. That the developer construct a driveway or curb cut along the public street accessing the site from the southwest. This will allow the construction of a maintenance road that will provide access to the water tower. 3. That the long road running south to north on the east side of the development be further analyzed in regards to traffic calming measures. 4. The location change to the trunk sanitary sewer connection to the Met Council interceptor, which requires approval of a Comprehensive Plan Amendment, is a reasonable alternative to serving the surrounding area. Utilities shall be extended to the east property line and easements dedicated over the property to the east for future extension of the utilities to 165th Street. The Meadows at Hugo Sketch Plan Page 8 5. Staff recommends the developer create a watermain loop in the development. 6. The applicant plan the development to reduce the impact to the natural environment. 7. Staff is comfortable with the lot sizes, however recommends that the 5 foot side yard setback be further evaluated as the project moves forward and home elevations and building pad locations are provided. 8. A phasing plan is submitted. 9. The landscape plan shall be designed to go beyond the minimum requirements to provide street trees, entrance streetscaping, plantings around any monument sign, plantings in open spaces, etc. Staff is recommending that the City Council members provide comments on: 1. Construction of the public street through the City owned property. 2. Revised trunk sanitary sewer connection location to the Met Council interceptor. 3. Overall development layout. 4. Lot sizes and setbacks. 5. PUD criteria/tradeoffs. Attachments: 1. Site Map 2. Applicant Narrative dated March 11, 2020 3. Engineer Memo dated February 24, 2020 4. Elevations received March 10, 2020 5. Sketch Plan received March 10, 2020 6. Illustrative Sketch Plan received March 11, 2020 ,a. kb 17 T « tr f -7,J, Y W� 4f 3 z. .r _ s I ' K .' 'p * I 1 J Y A4� AWx IN Imo. -p x; i _71 711 Roads r4' Hugo Border Parcel Boundary N CITY OF The Meadows at Hugo T Location Map 0 500 i i r EST. 19OG Feet Hugo, MN 1 in = 500 feet The Meadows at Hugo Sketch Plan PUD Narrative 03/11/20 Over the past couple of months, we have coordinated with City staff and the DNR in designing the Meadows at Hugo PUD project. Prior to the current submittal, we reviewed several alternatives which were determined non -feasible or less preferential. We're pleased to submit the Meadows at Hugo PUD Sketch Plan for your consideration. The development site is 33.41 acres (gross) and has 6.78 of delineated wetlands, for a net area of 26.63 acres. The current site is used as agricultural land. The site is bordered on the west by City undeveloped park property, on the north by undeveloped agricultural land, on the east by County Ditch #3 and undeveloped agricultural land, and on the south by a single family subdivision. The property is currently zoned Future Urban Service (FES), and is guided in the City's 2030 and 2040 Comprehensive Plans as Medium Density Residential (MD). We are proposing a Planned Unit Development (PUD) for this project. Our Sketch Plan shows a total of 81 single family Villa lots on 50' x 140' (7000 sf) lots. We are proposing 30' front setbacks, 30' rear setbacks, 5' side and 15' side right of way setbacks for these villa lots. After meeting and working with the DNR, we have designed the Shoreland Overlay District area (300' from County Ditch #3) to meet the DNR requirements for the Residential PUD requirements. We are proposing 26 single family Villa lots and maintaining 50% open space, see DNR residential PUD Analysis spreadsheet below. 18301 - Hugo SF Residential Residential PUD Analysis - River with GD Shoreland Classification, Sewered Lots Density and allowable unit calculation: Fill In This Fill In This Fill In This Calculated Calculated fill In This Field Field Field Field Field Field Allowable Minimum Lot Bonus Units per Tier Total Unsuitable Suitable Size for G❑ lover Base Density with Bonus Proposed Tier Area Area Area (5ewered) Density Factor Density Units 75' wide (min.) 1 415,416 0 415,416 (1377If.) 18.4 1.5 27.5 26.0 Total 415,416 0 415,416 0% 100°/G *** Note: Per 6.26 of code min. lot width of SF lots) is 75'. There are no minimum lot sf requirements for rivers and streams These lots will meet all DNR PUD Shoreland Overlay District standards for single family Villa lots. Our proposed PUD maintains a significant amount of wetland area, natural environmental features, and public open space. We will be designing an internal trail system that will connect to the future trails in the City park property to the west. We plan on providing a stormwater reuse system as part of our stormwater management plan. Our PUD will connect to Farham Ave. N. to the southwest with a public road through the City property. Our intent is to pay for the road improvements on the city land and for the city to pay for the utility improvements on the property. The Sketch Plan also shows a future street connection to the north, that will ultimately connect to 1651" St. N. We are not showing a street connection to the east as this property is zoned Business Park (BP) and guided as Industrial (IND). Our development plan will provide several benefits over the existing vacant condition including: 1. An efficient use of land for single family residential construction that enables greater community engagement and interaction. 2. Villa product types that are appealing to different home buyers and enhancing visual interest of the proposed neighborhoods. 3. Open space that promotes outdoor engagement and visual connectivity between residential units and their surroundings. 4. The extension of the City's trail system thru the subdivision. 5. The design of a new stormwater reuse system for this development. These design details all demonstrate our commitment to providing a high -quality development worthy of receiving the PUD designation. The creation of non-standard setbacks and lot sizes for the villa lots requires the PUD zoning designation, which is the primary reason for our PUD request. The proposed PUD subdivision creates a variety of lot types allowing for a diverse type of housing. Thus, the proposed subdivision facilitates the mixed -use development goals sought after in the PUD Planned Unit Development zoning standards. In addition, the proposed PUD will preserve to the maximum extent possible the site's natural environmental features, provide for trail connections to the City park, and utilize a unique stormwater reuse system for site irrigation. As part of our Sketch Plan review process by the City Park Commission, Planning Commission, and City Council, we would like clarification/approval for the following issues: 1. Public street through City property to the southwest. We would propose that we construct the public street at our expense. The utilities through the City property to our west property line would be at the City's expense. 2. Connection to interceptor sewer. As shown on our Sketch Utility Plan, we are proposing to connect to the Metropolitan Council's interceptor sewer at our northeast property corner. We would then extend the City's 33" trunk sanitary sewer line to our northeast property corner. This would require an update to the City's 2030 and 2040 Comp Plans. 3. Overall street layout. We are proposing a single entrance to our project from Farnham Ave. N. to the southwest, with a future street connection to the north and no future street connection to the industrial guided property to the east. 4. Wetland fill and mitigation. We will be requesting a preliminary TEP panel to approve our approximately 1.9 acres of wetland fill and mitigation. This wetland fill is necessary due to the unique shape of the existing wetlands and our goal to meet the City's minimum residential density of 3.0 units/acre. 5. Future assessments for 165th St. N. improvements. We understand that the City is interested in future upgrades to 165th St. N. We are requesting that this development will not be assessed for any future street and utility improvements to 165th St. N. 6. Villa lot design standards. We are proposing developing approximately 81 villa style single family lots. These lots will be 50 feet wide with 5 foot side setbacks. These villa lots will also be maintained under a homeowner's association. Based on the planning commission's comments and input on February 27, we have updated our sketch plan to reflect the following: 1. Removed a lot along the east side total lot count is 81 lots (gave more space to angle the lots, add offset house fronts) 2. Added curves and new intersection geometry on east side 3. Angled lots 4. Housing products will be varied with non -"garage front" architecture similar to attached (guilder has not been selected, so this is only for example and concept) 5. The changes above will enhance the neighborhood character 7. 0 0 0 Z w CO U) 0 00 00ID 0 N W U) w w w 00 wsb February 24, 2020 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Meadows at Hugo Sketch Plan Review WSB Project No. 013597-000 Dear Ms. Juba: We have reviewed the Sketch Plan for the Meadows at Hugo. We have reviewed the following information related to this application: • The Meadows at Hugo Sketch Plan dated February 2, 2020 by Civil Site Group • The Meadows at Hugo Sketch Utility Plan dated January 25, 2019 by Civil Site Group • The Meadows at Hugo sketch plan PUD Narrative dated February 18, 2020 Based on the review of the documents, we offer the following comments related to this application: General/Access 1. The subject property is located north of 159th Street, south of 165th Street and east of Water Tower No. 3. The parcel doesn't have any public roadway frontage at this time, however with the Oneka Place Development, the City had received Outllot J that would allow for access to the subject property. 2. Park planning associated with Outlot J has yet to be developed and at this time. Staff has indicated access to the proposed development could come from the Farnham Avenue stub roadway on the north side of 159th Street and extend through Outlot J. The extension of the roadway would be the developer's responsibility. The intersection at this location would remain with no stop controls at 159th Street and a stop condition on Farnham Avenue from the north and south. Further evaluation of any minor intersection modifications would be evaluated during the preliminary plat phase. 3. With access proposed from Farnham Avenue, the proposed sketch plan does show two future roadway connections to the north, which will ultimately connect with 165th Street. There are two parcels to the north (same ownership), however connection to both parcels is appropriate. Staff concurs with not providing access to the property to the east as it is guided industrial. 4. Development of properties in this area has been challenging as watermain needs to be extended from the south and sanitary sewer from the north. The extension of these utilities need to span across multiple properties, creating difficult development scenarios. 165th Street will also require improvements with added development access, changing from a rural gravel roadway to an urban paved roadway. 5. If the project is to be phased, a staging plan will be required to be shown with utility work being identified to occur within the final platted area. JAPC Packets\2020\02.27.20\LTR-r juba-Meadows at Hugo Concept Plan - 022420.docx Ms. Rachel Juba February 24, 2020 Page 2 6. The easterly north/south street will ultimately extend north to 165th Street. TO help alleviate higher speeds on this roadway, this roadway could be reconfigured to discourage speeding. Utility Plan 7. As identified in the City's Comprehensive Water Supply and Distribution Plan, a 24" trunk watermain will need to be extended north from the water tower location. The 24" water main should be extended north through the development with the City of Hugo paying for oversizing costs. 8. The City's Comprehensive Sanitary Sewer Plan identifies the way in which properties are to be served by sanitary sewer. A sanitary sewer connection to the MCES Interceptor is identified at 165th Street with a 33" trunk main. The proposed sketch plan identifies a connection to the MCES Interceptor approximately 1320 feet south of 165th Street. 9. While the proposed sewer connection is different than what is shown on the comprehensive plan, it does allow for properties to develop easier/faster due to the difficulties of the sanitary sewer and watermain being available from the north and south, respectively. Staff does feel this is a viable option, however, assurances via drainage and utility easements that would allow the sanitary sewer to be constructed out to 165th Street in the future would be required. 10. Staff recommends a Comprehensive Plan amendment for the change in location of the connection to the MES Interceptor. 11. The proposed sanitary sewer would need to be directed to the new trunk main. The sketch utility plan currently shows a portion of the sewer flowing to the south and west. Oversizing of the trunk main would be the responsibility of the City of Hugo. Stormwater Management/Wetlands 12. Volume control/water quality standard will be required, which is 1.1 inches off new impervious surfaces. Water reuse will be the preferred BMP option for the site for volume reduction. If an additional BMP is to be used, the TP removal factor from RCWD Rule C, Table C1. must be applied. 13. Peak stormwater runoff rates for the proposed project must not exceed existing rates for the 2-year and 10-year 24-hour rainfall events using Atlas 14 rainfall depths. 14. Peak stormwater runoff rates for the 100-year 24-hour rainfall event is limited to 0.1 cfs/acre. 15. Lowest building opening must be at least 3' above the 100-yr HWL for both wetlands and BMPs and 4' above the current groundwater elevations. 16. Private ditches to JD3 are located onsite. Maintain private ditch drainage to JD3. Developer to confirm with RCWD if a permit for Rule I is needed. 17. No 100-year floodplains located onsite. 18. Stormwater Management facilities will be required to be within drainage and utility easements. 19. The applicant is proposing to utilize stormwater reuse as part of their stormwater management plan. 20. A wetland delineation on the parcel was approved during the fall of 2018. 21. The concept plan shows a number of impacts to wetlands that appear to be avoidable. The applicant may find it helpful to have a pre -application meeting with the Technical Evaluation Panel to get a better idea of what impacts may or may not be allowed. A number of the wetland impacts are to linear wetlands that may provide hydrology to other wetlands which should also be a consideration with proposed impacts. U:\PC Packets\2020\02.27.20\LTR-rjuba-Meadows at Hugo Concept Plan - 022420.docx Ms. Rachel Juba February 24, 2020 Page 3 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 Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) Peter Knaeble, Golden Valley Land Co. (email only) U:\PC Packets\2020\02.27.20\LTR-rjuba-Meadows at Hugo Concept Plan - 022420.docx 'I 'I .w,e. ral 1 vmfLelej Alk 0 OWN - mmwmw� ELevation C a� R Ifs �"A-N 4 4 i��ii�■i� '� a ,�Y;JIV Elevation F - Brick } AC ■ mm mm Moon ■ mm mm ■ mm mm � No ms I I I I i r I I I I 159TH ST N z -- I z I I � 0 4 / I I I � SITE DATA Gross Site Area: I Existing Wetland Area: Net Developable Area: (Lots & Local Roads, Ponds) i / Existing Wetland Area: Wetland Removed: Ditch Removed: Wetland Saved: Zoning: Existing Zoning: 2040 Land Use Guide: Proposed Zoning/ Land Use: 33.41 Ac. 6.78 Ac.* 26.63 Ac. 6.78 Ac.* 1.31 Ac. (19%) * 0.61 Ac. 4.42 Ac. (81 %)* FUS ( Future Urban Service) MDR (Medium Density Residential) (3-6 u/a) PUD (MDR) DNR Shoreland Management Ordinance: 300' from ditch No touch Shoreland Impact Zone 53' adj. to ditch (70% of 75) Min. Lot width DNR PUD: 50' Structure setback from ditch: 50' f/ OHW Min. Lot size: none Max. hardcover 25% (entire 300) Building FFE: 3' above OHW Min. Openspace DNR PUD: 50% (4.77 ac.) Proposed Public Openspace DNR PUD: 58% (5.58 ac) Private Lots (50'x135)/ ROW.- 3.96 ac. Overall Residential Units: Villa SF lots 50' x 135%140' min. Setbacks: c,(1' Info 30' front 30'rear 5' side/ 15' side row 81 lots (3.04 u/a) PUBLIC STREET CURB LINE \-ROW LINE I I LOT NUMBER PAD SIZE I 40WO! I I I-- LOT LINE PAD I MINIMUM LOT SIZE r�j I I 6,750 SF D & U EASEMENT 10' FRONT & REAR 5' SIDE (TYP.) - - - BUILDING SETBACK 30' FRONT _ _ - 30' REAR 50.00' 5' SIDESI 15' SIDE ROW TYPICAL VILLA HOME SINGLE FAMILY LOT INFORMATION: THE MEADOWS AT HUGO SKETCH PLAN 14931 W. 35TH ST., #200 ST. LOUTS PARK, MN 55416 Project Number: 18301 Revision Number: . ti 14' te 952.250.2003 / 763.213.394 Issue Date: 12.12.2019 Revision Date: 3 G R Q U P www.CivilSiteGroup.com THE MEADOWS AT HUGO HUGO, MINNESOTA SITE DATA Gross Site Area: 33.41 Ac. Existing Wetland Area: 6.78 Ac.* Net Developable Area: 26.63 Ac. (Lots & Local Roads, Ponds) Existing Wetland Area: Farmed/ Cropped Wetland Removed: Non -Farmed Wetland Removed: Ditch Removed: Wetland Saved: Zoning: Existing Zoning: 2040 Land Use Guide: Proposed Zoning/ Land Use: 6.78 Ac.* 1.17Ac. 0.14 Ac. ( 2%)* 0.61 Ac. 4.86 Ac. (72%)* FUS ( Future Urban Service) MDR (Medium Density Residential) (3-6 u/a) PUD (MDR) DNR Shoreland Management Ordinance: 300' from ditch No touch Shoreland Impact Zone 53' adj. to ditch (70% of 75) Min. Lot width DNR PUD: 50' Structure setback from ditch: 50' f/ OHW Min. Lot size: none Max. hardcover 25% (entire 300') Building FIFE: T above OHW Min. Openspace DNR PUD: 50% (4.77 ac.) Proposed Public Openspace DNR PUD: 58% (5.58 ac) Private Lots (50'x135')/ ROW: 3.96 ac. Overall Residential Units: Villa SF lots 50' x 135'/140' min. Setbacks: 50' lots 30' front 30' rear 5' side/ 15' side row PUBLIC STREET CURB LINE �-ROLINE � I LOT NUMBER I PAID S17F 40' 7O=- 1 L' LOT LINE PAD MINIMUM LET SIZE: 6,750 SF Q & U EASEMENT I I 10' FRONT & REAR 5' SIDE (TYR) BUILDING SETBACK I 31Y FRONT O'RFAR 50.00' 5' SIL)LS1 15' SIDL HOW TYPICAL VILLA, HOME SINGLE FAMILY LOT INFORI IATIO N. Q 501-0' 0 10014, *All areas approximate. Developable area estimated from County GIS topography as measured against local codes. 81 lots (3.04 u/a) SKETCH PLAN #18301 02.18.2020 NORTH Thursday, April 16 1 Guest Speaker 5:30 pm Rick King, Chairman Social Hour with Metropolitan Airports Commission Light Hors d'oeuvres & Cash Bar Rick King has served on the Metropolitan Airports Commission (MAC) since 2011 and was appointed by 6.30 pm Governor Walz in 2019 to serve as its Chair. He is also a past • chair of the MAC's Management and Operations, and Plan- ning, Development and Environment Committees. Mr. King serves as Thomson Reuters' Managing Director and began his 7:00 pm career as a teacher and coach. He serves on the board of Metro Cities Business Meeting directors of TCF Financial, the boards of trustees for Greater MSP, MPR, and the Minneapolis Institute of Arts, as a member (Board Elections) of the MN Business Partnership, and has received many honors from the business community for his work. This is a great opportunity to connect with your peers from other metro cities and elect members and officers to the Board. Both elected officials and staff are welcome to attend! There is no charge, but we do ask that you RSVP by pril 6th by calling 651-215-4000 or emailing MetroCities@MetroCitiesMN.org. Como Park and Conservatory Bullard Rainforest Room 1225 Estabrook Drive St. Paul, MN 55103 Council Meeting Calendar March 2020 March 2020 April 2020 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 Mar 1 2 3 4 5 4:00pm New Creations Open House (5448 140th St.) - Hugo City Council 6 7 7:00 m Council Meets 7:0 PNP Election 7:00pm PW Neighborhood Meeting (Oneka Room) - Hugo City Council 8 9 10 11 12 13 14 6:30 m BOZA 7:00 m Planning Comm 15 16 17 18 19 20 21 7:00 m Council Meets St. Patrick's Day (Unite 7:00pm Parks Comm 1:00pm Historical Comm Event nk Room) . 5:00pm EDA m Hist. Comm. 22 23 24 25 26 27 28 5:00pm Burger Night (Legion) 6:00pm WBL School Listening Session Oneka EI 6:30 m BOZA 7:00 m Planning Comm 29 30 31 Apr 1 2 3 4 Meetings in green are scheduled/posted meetings 3/12/2020 2:56 PM Council Meeting Calendar April 2020 April 2020 May 2020 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 3 4 1 2 5 6 7 8 9 10 11 3 4 5 6 7 8 9 12 13 14 15 16 17 18 10 11 12 13 14 15 16 19 20 21 22 23 24 25 17 18 19 20 21 22 23 26 27 28 29 30 24 25 26 27 28 29 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Mar 29 30 31 Apr 1 2 3 4 5 6 7 8 9 10 11 7:00 m Council Meets 5:30pm LBAE (Hugo Oneka Room - o City Counc' 8:00am Clean Up Day (Public Works) 6:30 m BOZA 7:00 m Planning Comm 12 13 14 15 16 17 18 Easter Day (United 5:30pm Metro Cities M ing (Como Park) 11:00am Kidz n' Biz (Oneka Elm) - Hugo Citv Council 7:00 m Parks Comm 19 20 21 mEDA m Hist. Comm. 22 23 24 25 7:00pm CounciIM mB ZA 7:QQpm PI nnin mm 26 27 28 29 30 May 1 2 5:00pm Burger Night (Legion) Meetings in green are scheduled/posted meetings 3/12/2020 2:56 PM