Loading...
HomeMy WebLinkAbout2018.04.02 CC PacketEST. 1906 00 14654 Fitzgerald Avenue North - Hugo, MN 55038 A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. March 19, 2018 City Council Meeting E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS AGENDA HUGO CITY COUNCIL MEETING HUGO CITY HALL MONDAY, APRIL 2, 2018 — 7 P.M. 1. Stillwater School District Update- Superintendent Denise Pontrelli G. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion and a roll call vote. If a member of the City Council or the public wishes to discuss an item, that item will be removed from the Consent Agenda and will be considered separately. 1. Approval of Claims 2. Approve Extension for O'Reilly Auto Parts Site Plan and Variances 3. Approve Special Event Permit for Blacksmith Lounge for 2018 Events 4. Approve Renewal of 2 a.m. License for Sal's Angus Grill S. Approve Wetland Replacement Plan for Roy Molitor 2nd Addition for Schwieters H. AWARD OF BID 1. Approve Award of Bid for Fire Hall Roof and Mechanical Equipment Replacement I. UNFINISHED BUSINESS 1. Approve 2040 Comprehensive Plan for Distribution J. NEW BUSINESS 1. 2. K. VISITOR PRESENTATIONS 1. 2. L. COUNCIL PRESENTATIONS 1. Update on the Yellow Ribbon Network M. ADMINISTRATIVE PRESENTATIONS 1. Board of Appeals on Thursday, April 12, 2018 2. Metro Cities Annual Meeting on Thursday, April 19, 2018 3. Schedule Workshop for Gravel Roads Discussion 4. Schedule Open House for Oneka Lake/Harrow Avenue Street Project N. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON APRIL 2, 2018 D.1 Approval of Minutes for the March 19, 2018 City Council Meeting Staff recommends Council approve the minutes for the March 19, 2018 City Council meeting as presented. F.1 Stillwater School District Update- Superintendent Denise Pontrelli Stillwater School Superintendent Denise Pontrelli will provide an update on the Stillwater School District. G.1 Approval of Claims Staff recommends Council approve the Claims Roster as presented. G.2 Approve Extension for O'Reilly Auto Parts Site Plan and Variances At its February 2, 2015, meeting, the City Council approved the site plan and four variances for a 7,000 square foot auto parts store submitted by O'Reilly Auto Enterprises, LLC. Approval for site plans expire one year after City Council approval, if a building permit is not approved and construction has not started on the building. The applicant did not construct the building. The applicant is requesting an extension of the site plan and variance approvals. Staff recommends approval of the extension of the site plan and variance, subject to all conditions listed in the approving resolutions. G.3 Approve Special Event Permit for Blacksmith Lounge for 2018 Events The Blacksmith Lounge has applied for a Special Event Permit for events to be held during 2018. There is a total of 14 events hosted on their property between April and October. Events include seven auctions, five car shows, one swap meet, and one corn feed for the White Bear Lake Hockey Association. These events have been occurring for several years including the largest event, the Northern Lights Car Show, for 30 years. All of the events are to be outdoors. City Council approval is required because they will be serving alcohol, over 250 people are expected during some events, and an amplified speaker system will be used. Staff recommends Council approve the Special Event Permit for the Blacksmith Lounge for 2018. GA Approve Renewal of 2 a.m. License for Sal's Angus Grill Since May 2010, Sal's Angus Grill has held a license that permits the establishment to stay open until 2 a.m. This license is renewed annually with approval by the City Council. Staff recommends Council approve the renewal of the 2 a.m. license for Sal's Angus Grill. G.5 Approve Wetland Replacement Plan for Roy Molitor 2nd Addition for Schwieters Properties, LLP To accommodate expansion of its manufacturing division, Schwieters Properties, LLP submitted an application requesting approval to impact wetlands found on the site. The applicant is proposing to impact 1.58 acres of wetland. Impacts are to two separate wetlands on the property and will impact Wetland No. 2 in its entirety, and a portion of Wetland No. 1. The remaining wetland on the property is not proposed to be impacted. Schwieters is proposing to replace the wetlands that are impacted through the purchase of wetland credits from an existing approved wetland bank in Washington County. Based on staff's review of the application and supporting documentation, the requirements under the MN Wetland Conservation Act (WCA) have been met. Staff recommends approval of the Schwieters application for sequencing and wetland replacement. H.1 Approve Award of Bid for Fire Hall Roof and Mechanical Equipment Replacement At its February 5, 2018, meeting, Council approved the advertisement for bids for the Fire Hall roof and mechanical equipment. Bids were opened on March 23, 2018. Eight bids were received with the highest bid being $248,000 and the low bid being $168,185 from Diverse Construction Services, LLC. Staff recommends Council accept the bid by Diverse Construction in the amount of $168,185 for a new Fire Hall roof and rooftop mechanical equipment. L1 Approve 2040 Comprehensive Plan for Distribution In 2017, the City initiated the planning process to update the 2030 Comprehensive Plan that was completed in 2008. As part of the 2040 Comprehensive Plan update, the City has held several meetings with residents, Commissions, and Council to gather feedback and understand community priorities and what has changed since that time. Staff will present a summary of the public meetings, revisions to the 2040 Comprehensive Plan, and outcomes from the March 8, 2018, Planning Commission public hearing. Staff recommends that the City Council review the 2040 Comprehensive Plan, provide comments, and approve the plan for distribution to adjacent cities and agencies for the required six-month review process. 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. M.1 Board of Appeals on Thursday, April 12, 2018 Annually, the Council meets as the Local Board of Appeals and Equalization. This year, the meeting will be held on Thursday, April 12, 2018, from 5:30 — 7 p.m. in the Oneka Room at Hugo City Hall. M.2 Metro Cities Annual Meeting on Thursday, April 19, 2018 Metro Cities Annual Meeting will be held on Thursday, April 19, 2108, at the Como Park Zoo and Conservatory beginning at 5:30 p.m. Staff recommends Council schedule this as a meeting if they wish to attend. M.3 Schedule Workshop for Gravel Roads Discussion Over the past years, the City has received numerous complaints from residents living on the gravel roads regarding the poor, muddy condition of the roads. At its November 20, 2017, meeting, Council had a discussion regarding this and directed staff to send notice to the residents along those roads to let them know the Council was looking for a solution. The Council further directed staff to schedule a workshop to discuss this. Staff is recommending Council schedule a workshop for some time during the week of May 14, 2018. MA Schedule Open House for Oneka Lake/Harrow Avenue Street Proiect At the March 5, 2018, meeting, the Council held a public hearing and approved the resolution ordering the preparation of plans and specification for the proposed Oneka Lake Boulevard and Harrow Avenue street improvement project. Plans have been prepared and staff has scheduled an open house be held on Wednesday, April 11 from 6-7:30 p.m. at the Rice Lake Centre. Staff recommends Council schedule this as a meeting if they choose to attend. N. Adiournment 00 14654 Fitzgerald Avenue North - Hugo, MN 55038 Call to Order MINUTES HUGO CITY COUNCIL MEETING HUGO CITY HALL MONDAY, MARCH 19, 2018 — 7 P.M. Mayor Weidt called the meeting to order at 7:02 p.m. PRESENT: Haas (via Skype), Klein, Miron, Petryk, Weidt ABSENT: None ALSO PRESENT: City Administrator Bryan Bear, City Attorney Dave Snyder (via conference call), History Intern Olivia Schiffman, and City Clerk Michele Lindau Minutes for the March 5, 2018 City Council Meeting Miron made motion, Klein seconded, to approve the minutes for the March 5, 2018, City Council meeting presented. All Ayes. Motion carried Approval of the Agenda Weidt made motion, Klein seconded, to approve the agenda as presented. All Ayes. Motion carried. Washington County Veteran Service Officer Lon Pardun Washington County Veteran Service Officer Lon Pardun was present to provide an overview of the services available to County Veterans through the Veteran Service Office. Lon talked about how they work hard to take care of veterans and their families. Some of the services they provide are benefit counseling, claims processing, networking and advocating with other agencies. He explained the federal and state benefits their office can assist with and talked about other local resources and services. He encouraged veterans and families of veterans to call if there is any way their office can help. Hugo Fire Department Annual Report Hugo Fire Chief Kevin Colvard provided the department's annual report for 2017. He reviewed staffing, which has remained steady over the past years. They responded to 63 fire and service calls in 2017. Alarm calls were at a slight increase, and the department will be increasing public awareness efforts to hopefully reduce those calls. This was the second year using North Memorial Ambulance Service, and the Fire Department responded to 99 rescue calls, with 16 of them cancelled in route. There was an increase in call volume from last year, and calls will likely continue to increase due to growth in the City. Colvard reviewed the training highlights Hugo City Council Meeting Minutes for March 19, 2018 Page 2 of 7 during 2017 and explained how the department was continuing leadership development. Colvard provided information on their community involvement events, highlighting the Friday with Firefighters and public safety night during movie night at Hanifl Fields. He talked about the Heartsafe Community activities, which included training 354 people in CPR during 2017. Goals for 2018 are focusing on recruitment and retention, exploring daytime staffing models, and continuing the grant application system and equipment CIP. North Memorial Annual Report Manager Rob Almendinger, Supervisor Shawn McDonough, and Director Rick Wagner from North Memorial were in attendance to present the annual report on ambulance services provided to Hugo in 2017. He showed their PSA regions and where the truck are located with their coverage areas. Rick talked about a change effective April 2 where they will be eliminating the overnight change and will remain located in Hugo more often. Average response time in Hugo was 9:33 minutes compared to the regional response time of 10:28. There was a total of 665 calls in 2017, and he provided statistics on the types of calls and times of day they occur. He talked about the responses to assisted living facilities, which averaged about 100 calls per facility. He provided information on patient transports, stating they transported 472 people. Rick stated that a customer satisfaction survey indicated over 90% of the comments on their service was positive, and they continue to monitor their resources to provide the City with the best service. Weidt asked Rick to provide the City the history on response times and a benchmark of where it needed to be for Hugo to be staffed full time. Rick said they monitor it to make sure they are providing the resources needed, and he will provide that information. Approval of the Consent Agenda Petryk made motion, Klein seconded, to approve the following Consent Agenda items: 1. Approval of Claims 2. Approve Annual Performance Review for Finance Director Ron Otkin 3. Approve Special Event Permit for Yobbie and Whitaker Wedding on August 18, 2018 4. Approve Finance Coordinator Position in the City's Finance Department 5. Approve Appointment of Accounting Clerk Anna Wobse as the New Finance Coordinator 6. Approve Return of Excess TIF to Washington County for Redistribution All Ayes. Motion carried. Approval of Claims Adoption of the Consent Agenda approved the Claims Roster as presented. Hugo City Council Meeting Minutes for March 19, 2018 Page 3 of 7 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 29 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. Adoption of the Consent Agenda approved the annual performance review for Finance Director Ron Otkin. Approve Special Event Permit for Yobbie and Whitaker Wedding on August 18, 2018 Wedding Planner Rita Swanson had applied for a Special Event Permit for the wedding of Erika Yobbie & Grant Whitaker at their home located at 7195 137th Street North. A Special Event Permit is typically not required for weddings; however, the applicant is requesting to use the Hanifl Fields parking area for vendor parking during the event. Adoption of the Consent Agenda approved the Special Event Permit for the Yobbie/Whitaker wedding on August 18, 2018. Approve Finance Coordinator Position in the City's Finance Department Finance Director Ron Otkin had begun work on a transition plan for when he retires by establishing a Finance Coordinator mid-level position. This position would involve supervising of clerks in the department and becoming familiar with the duties of the Finance Director. Adoption of the Consent Agenda approved the Finance Coordinator position at Pay Grade 8. Approve Appointment of Accounting Clerk Anna Wobse as the New Finance Coordinator Anna Wobse has worked for the City of Hugo as the Accounting Clerk since November, 2008, under the direction of Finance Director Ron Otkin. With Anna's experience, she is qualified and will -suited for the Finance Coordinator position. Adoption of the Consent Agenda approved the appointment of Anna Wobse as the new Finance Coordinator for the City of Hugo. Approve Return of Excess TIF to Washington County for Redistribution The Bald Eagle TIF District was scheduled to be decertified next year when the final note payment is made in February. Any monies left in the TIF Fund (Excess TIF) must be sent to the County for redistribution to the taxing jurisdictions. However, the City can send some of the excess TIF to the County prior to decertification. Staff recommended that the City remit $350,000 of this excess TIF to the County this year. The remaining balance in the TIF Fund would be used for cash flow purposes. Based on the City's share of the tax rate, the City will receive approximately $141,000 back from the County. The balance would be shared by the City, County and School District. Although these funds can then be used for any purpose, the School District will break even as their state aids will be reduced by the amount they receive. Adoption of the Consent Agenda approved the remittance of $350,000 of excess TIF to Washington County for redistribution. Hugo City Council Meeting Minutes for March 19, 2018 Page 4 of 7 Discussion on Historical Commission's Recommendation for the Hopkins Schoolhouse City Administrator Bryan Bear reminded Council of their goal to consider possibilities for the aging Hopkins Schoolhouse. He explained that History Intern Olivia Schiffman had led the Historical Commission in the exploration of possibilities for the future use of the schoolhouse. Olivia had worked closely with Chair Cynthia Schoonover and the Commission on gathering public input and considering several options. Bear introduced Olivia to talk through the project. History Intern Olivia Schiffman presented background on the project and the Commission's findings and recommendation to the Council. She talked about the community's general desire to prevent further deterioration of the building. She explained the City had received a grant for NewStudio to evaluate the history of the building, and she presented their findings. She explained some options included selling to a private owner or restoring the building for public use, and she provided some of the pros and cons of listing it on the National Register of Historic Places. Olivia provided the staff recommendation which was to patch hole in roof, pursue listing in the National Register, and pursue a public-private partnership. She explained the Historical commission discussed this item at their meeting earlier that day and recommend Council approved the staff's recommendation. Council discussed the recommendation and generally agreed it should be restored and house Hugo's historical items. They talked about its visibility as a landmark, a public/private partnership, the possibility of receiving grants, agreeing that listing it on the Historical Register should come first. Olivia said she saw nothing that would disqualify it. Bear explained how a public/private partnership may provide additional financing. It was concluded it was not in the Council's vision to allow the private sector to take over and lose the character of the building. Miron made motion, Klein seconded, to accept staff's recommendation and direct them to continue to work with the Historical Commission to provide clarity on what a private public partnership would look like. Oliva spoke of things she had been working on while with the City, which included digitizing and organizing documents and photos and making them available through PastPerfect on the City's website. She also created a Facebook presence on social media. She talked about her new position at the John Muir National Historic Park in Marteniz, CA through AmericaCorp. All Ayes. Motion carried. Discussion on Waste Water Reuse At its March 5, 2018, meeting, Council tabled discussion on the Metropolitan Council's amendments to its Water Resources Policy Plan due to time constraints. The amendments to the policy are related to wastewater reuse as a potential strategy to benefit the regional wastewater system, sustain the region's groundwater supplies, and support economic growth. There were three alternatives recommended by the Wastewater Reuse Policy Task Force that will be considered by the Met Council. The Met Council will hold two workshops and a public hearing Hugo City Council Meeting Minutes for March 19, 2018 Page 5 of 7 to inform the public about and accept comments on the alternatives. Council Member Klein requested Council take a position on these proposals. Bear explained the Metropolitan Council Environmental Serves (MCES) has statutory authority to treat sewage but does not have authority to provide retail water service; this could be seen as competing with cities. Bear stated he was a member of the task force and shared discussions they had on whether there should be a regional cost -share, and how MCES should partner with others. The task force found regional benefits and consensus on most things except the question of whether there should be a regional cost -share. He provided the three alternatives for cost - share amendments for consideration stating the Met Council was looking for feedback on them. He provided information on SKB-E case study and hypothetical regional cost share impacts under each of the alternatives. The Council discussed the proposed alternatives and agreed it was important to have community partnerships. Council generally agreed a policy amendment was consistent with the City's goals to conserve water, but they were not familiar enough with the policy to select a specific alternative. Klein made motion, to direct staff put a letter together recommending full support of a waste water use policy being developed, supporting it as a concept and open to a regional cost share program. All Ayes. Motion carried. Discussion on Street Lighting in Dellwood Ridge Staff had received a request from Tom Windisch, Manager of the Dellwood Ridge Home Owners Association, for the City to pay for electricity and maintenance of the street lights in the neighborhood. Until now, street lights within the public right-of-way in Dellwood Ridge have been the responsibility of the neighborhood at a cost that is typically around $212 a month. This is the only thing the HOA pays for. Staff had researched the history of this development and found no reason the City should not take on the same responsibility for these lights as the City does with all other lights located on public streets. Bear explained there are nine decorative lights in the development that are paid for by the homeowners association, and it is the only neighborhood in the City like this. The property is platted and the residents do pay the urban tax rate. Haas made motion, Klein seconded, to approve the City to make all future payments for the lights in Dellwood Ridge. All Ayes. Motion carried. Update on Yellow Ribbon Network Council Members Chuck Haas and Phil Klein updated the Council on the activities of the Yellow Ribbon Network to date. Haas began by thanking the Bald Eagle Sportsman Club for sponsoring Hugo City Council Meeting Minutes for March 19, 2018 Page 6 of 7 Burger Night. Next month's sponsor is the Arcand family and Oneka Ridge Golf Course. The YRN provided financial assistance to a local family for medical care for a premature baby. They coordinated a move for a widow and two children. The network was a gold level sponsor to the Minnesota Children's Education Fund. The YRN provided car repairs to a gold star family and donations to a family dealing with a personal injury for medical and travel costs. They assisted a Stillwater disable vet with home improvement projects and arranged the donation of a stationary bike to vet recovering from knee surgery. The YRN helped a family get their electric fixed, received a donation from Benevity Community Impact, received a $300 donation from Xcel employees, and received offer from an IT company to repair electronic devices. Haas thanked volunteers who assist with the meat raffles at Sal's Angus Grill during Bingo. YRN received recognition for their welcome home pheasant hunts held for the the past eight years. More troops are being deployed to Kuwait, and he thanked the Hugo Lions for donating Girl Scout Cookies for care packages. Spring Cleanup on Saturday, April 21, 2018 City Administrator Bryan Bear reminded Council the City and Washington County will hold their annual Spring Cleanup on Saturday, April 21, 2018, from 8 a.m. to noon at the Hugo Public Works building Kidz `n Biz on Saturday, April 28, 2018 City Administrator Bryan Bear informed Council the Hugo Area Business Association will hold their annual Kidz `n Biz event on Saturday, April 28, 2018, from 11:00 a.m. to 2:00 p.m. at the Oneka Elementary School. He recommended Council schedule this as a meeting if they choose to attend. Miron made motion, Klein seconded, to schedule All Ayes. Motion carried. RECESS After a brief discussion, Council found it unnecessary to enter into executive session to discuss the next item. Weidt made motion, Klein seconded, to take a short recess. All Ayes. Motion carried. Weidt called the meeting back to order at approximately 9:05 p.m. DISCUSSION ON THE WHITE BEAR LAKE LAWSUIT Bear provided a brief background and the timelines stating time has run out and the parameters of the order now have to be put in place. He reviewed what the Council directed at the March 5, Hugo City Council Meeting Minutes for March 19, 2018 Page 7 of 7 2018, meeting, specifically to prepare for an appeal of DNR conditions and engage legislators. He reviewed the four conditions that were added to the appropriations permit. A letter appealing these conditions was drafted by City Attorney Dave Snyder for the Council's consideration. Bear explained the appeal would be a request for a contested case hearing before an administration law judge, which would likely delay implementation of the irrigation ban and keep the City in good standings with the DNR. This would be the only chance the City had to argue the permit language. He also had learned other cities will be filing appeals. He provided an update on legislative activities informing the Council that bills had been introduced in the House and Senate to prevent DNR enforcement of a court order and encourage the DNR to use the Groundwater Management Area Plan to implement existing policies. He recommended Council direct staff and the city attorney to file an appeal of the DNR's amendments to the City's appropriations permit, and to support bills SF3573 ad HF 4003. Snyder explained there were good arguments both ways. It is the last best chance to eliminate or modify the permit conditions that have direct impact on the City despite the fact the City is a relatively small user of water in the scheme of things. The Council needed to decide whether those consequences should be challenged in addition to the other steps the City is taking. Snyder talked about the reality of the everyday limitations and restrictions these conditions would place on the City and asked the Council to weigh them against an appeal, realizing the conditions have no basis on conservation. For the reason of preserving rights, Snyder said he would suggest an appeal, albeit reluctantly, since it's been the Council decision to not focus on litigation but instead focus on practical waster use. Haas made motion, Klein seconded, to direct staff and the City Attorney to file appeal of the DNR amendment to the appropriations permit and additionally support Bills SF3573 and HF4003. Council talked about their course of action and agreed it would give them a voice, but it was not the right way to focus on the goal. Litigation was an unnecessary distraction, and the City needed to continue focusing on the proactive things the City is doing. All Ayes: Haas, Klein, Miron, Petryk, Weidt Adjournment Klein made motion, Miron seconded, to adjourn at 9:25 p.m. Respectfully Submitted, Michele Lindau City Clerk City of Hugo Claims April 2, 2018 G. 1 Vendor Invoice Amount Description Department ACME Tools 5600109 $ 164.99 Shop Tools Public Works Allstream 15236158 $ 91.93 Fax Lines Administration AI's Coffee Company j 162351 $ 203.35 Breakroom Supplies Gen Gov't Bldgs Aspen Mills 211878 $ 226.60 Fire Department Shirts Fire Dect Aspen Mills _211879 $ 44.00 Title Changes Fire Dept Aspen Mills 211880 $ 14.85 Name Tag Fire Dept Aspen Mills 211881 $ 435.19 EMT Pants, Shirt, Jacket, Boots, Etc Fire Dept Aspen Mills 211882 $ 564.55 Fire Department Shirts Fire Dept Aspen Mills 211883 $ 283.25 Fire Department Shirts Fire Dept Aspen Mills 211884 $ 439.40 Jackets Fire Dept Aspen Mills 212554 $ 56.65 Fire Department Shirts Fire Dept Aspen Mills 212555 $ 11039.50 Fire Department Shirts Fire Dept Blue Tarp Financial Inc 362074112 $ 99.99 Retractable Cord Reel Public Works Center Frame and Wheel Inc INVOICE $ 80.00 Alignment - Unit #109 Street Dept Century Link 651 426-8763 $ 61.33 911 Emergency Line Administration Cintas Corporation February $ 164.92 Cleaning Supplies Various Cintas Corporation February $ 580.97 Uniform & Floor Mat Services Various Cintas Corporation February $ 315.90 Supplies & Floor Mat Services Fire Dept Comcast 3/11/2018 $ 239.85 Business Internet (thru April 20) Administration Compass Minerals America 210475 $ 1,425.75 Salt for Snow & Ice Control Street Deo Compass Minerals America 211615 $ 1,450.18 Salt for Snow & Ice Control Street Dept Core & Main LP - HD Supply 1544897 $ 180.18 Repair Clamp Water Utility Davids Hydro Vac Inc 14955 $ 1,108.00 Watermain Break - 141st Street Water Utility De Lage Landen Financial Services Inc 58475390 $ 311.37 March Copier Lease Payment Administration Emergency Automotive Technologies Inc WC030818-26 $ 225.04 Li3tr t ws Fire Dept G & K Services February $ 164.92 Cleaning Supplies Various G & K Services February $ 580.15 Uniform & Floor Mat Services Various G & K Services February $ 396.76 Supplies & Floor Mat Services Fire Dept Graphic Resources 60849 $ 2,238.43 Utility Bills & Envelopes Water & Sewer Graphic Resources 60989 $ 252.25 Utility Rate Change Sheet Printing Water & Sewer Graphic Resources 60989 $ 459.70 Utility Bill Mailing Water & Sewer Hach Company 10883463 $ 89.03 Water Testing Supplies Water Utility Holiday Companies 110451146 $ 23.33 Fuel Street Dept Holiday Companies 1400-011-237-339 $ 15.09 Fuel Street Dept Hotsy Equipment of Minnesota 58768 $ 144.91 Parts for Washbay Fire Dept Hugo Plumbing & Pump Service Inc 7348 $ 627.50 Plumbing Repairs - 6540 Greene Avenue Rental Properties Instrumental Research Inc 851 $ 100.00 Water Bacteria Testing Water Utility JohnsonlTurner February $ 4,556.00 February Prosecution Fees :Flat Fee) General Legal Johnson-rTurner February $ 294.95 February Disbursements (Prosecution Costs) General Legal Johnson/Turner February $ 1,272.00 February Civil Legal Fees - See Attached Breakdown General Legal Landform 27077 $ 170.50 2040 Comp Plan Planning & Zoning Lindau, Michele CLAIM $ 123.12 Meeting Mileage City Clerk Menards 76966 $ 160.27 Shop Tools Public Works Menards 76968 $ 174.90 Light Bulbs Public Works Menards 76968 $ 52.98 Shop Tools Public Works Menards 76968 $ 32.47 Mailbox Repairs Street Dept Menards 76174 $ 24.97 Tools - Unit #114-18 Street Dept Menards 76484 $ 106.03 Supplies - Unit #116-18 Street Dept North Star Wiper & Industrial Supply Inc 82139 $ 105.00 Shop Towels Public Works North Star Wiper & Industrial Suppe Inc 82139 $ 72.00 • Spill Absorbent Public Works Olson's Sewer Service Inc 85913 $ 695.00 PW Facility Septic System Pumping Public Works Olson's Sewer Service Inc 85923 $ 1,632.87 Watermain Repairs - 141st Street Water Utility Oxygen Service Company 3399248 $ 21.28 Welding Supplies Public Works Sears 63210 $ 233.79 Shop Tools Public Works SimplexGrinnell20081716 $ 947.00 Alarm Testing & Inspection Gen Gov't Bldgs Sun Life Financial April $ 716.67 Disability Premium Finance Dept T -Mobile 870254054 $ 34.47 • Cellular Phone Charges Administration T -Mobile 870254054 $ 1,123.87 Cellular Phone Charges Various Truck Utilities Inc 321842 $ 3,906.00 Tommy Gate - Unit #112-18 Street Dept Truck Utilities Inc 321971 $ 322.00 Parts - Unit #103 Parks Dept Twin Cities Bicycling Club 604 $ 490.00 Tour de Hugo Advertisements Parks Dept Unique Paving Materials Corp 34129 $ 261.90 Pothole Mix Street Dept Verizon Wireless 9802916473 $ 637.82 Cellular Phone Charges Fire Dept Washington County 137101 $ 1,406.34 2018 Truth In Taxation Notice Miscellaneous Water Conservation Service Inc 8420 $ 287.12 Watermain Leak Locates Water Utility Winnick Supply 358961 $ 410.21 Steel Public Works Your Membership.com. Inc R33463566 $ 'T 149.00 Job Advertisement - City Assessor Proceedings Total Claims for April 2, 2018 35 320.34 Page 1 JOHNSON/TURNER LEGAL March 12, 2018 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, 2018. 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 $15.00 General 2018 18-2359-050 $1,257.00 Prosecution 12-2359-024 $4,850.95 TOTAL NOW DUE: $6,122.95 Please feel free to contact me if you have any questions regarding the billing statements. Sincerely, JOHNS R ER LEGAL David K. Snyder DKS/mah Enclosures 56 East Broadway Avenue,Suite206 / Forest Lake,MN55025 / p651.464.7292 f651.464.7348 / johnsonturnercom FOREST LAKE / LAKE ELMO / WOODBURY / BLAINE G.2 WHEREAS, O'Reilly Auto Enterprises, LLC, has requested approval of a site plan for an approximately 7,000 square foot retail building and is legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said site plan and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve site plan for O'Reilly Auto Parts, under the following conditions: 1. A site plan is approved in accordance with the plans submitted on January 9, 2015, except as amended by this resolution. 2. Prior to the installation of any signs, the applicant shall obtain a sign permit. Prior to the issuance of a building permit: 1. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant's engineer dated January 14, 2015, shall be addressed. L All items in the MnDOT comment letter shall be addressed. 2. An easement shall be dedicated for right of way for the future expansion of TH 61. 3. A City permit shall be issued for any work completed in the 147'' Street right-of- way. ight-ofway. ArFchltectur°e%13ualding Material 3. The applicant shall provide a material sample in the proposed color for the E.I.F.S proposed for review and approval by staff. 4. The applicant shall provide details for the spandrel glass for review and approval by staff. 5. The applicant shall remove the trellis from the building plans. Resolution 2015-7 Page 2 6. The elevations shall be revised to include a stone sill, or comparable material, between the rock -face block and brick to provide a transition between the different materials. 7. The application shall provide details for the awning for review and approval by staff. 8. The trash enclosure elevation shall be revised to include the rock -face block. as well as, the brick used on the building. Landseapingl gateway Elements 4. The applicant shall continue to work with staff on revisions. to the landscape plan. The final design shall be.reviewed and approved by staff. 5. The applicant shall add trees in the landscaped areas along 147 I Street. 6. The applicant shall continue to work with staff on what is included for the gateway elements and the design. The final design shall be reviewed and approved by staff. Prior to issuance of a Certificate of Occupancy: 7. Landscaping shall be fully installed per approved landscape plan.. 8. All roof top mechanical equipment must be screened from view of adjacent properties. Staff shall perforin an inspection when equipment is installed to ensure compliance with City code. Michele Lindau, City Clerk LE(34L DESCRIPTION (PEER nnE commmumr tdo, .3) Aff that part of Om Nwihdwt Ouarfor of the of t o 24 #'tawrvA0 X t wfh Range 21 ftst d rwowv aionlofat 0mA.?tvwC6m of the rintedy tot at MIYSAI* Of SWO rftmk WONOV t$a, $1 Md 00 a of g Cost and Wkvt afwg €faa Saul* Awe of O&V V01:4 altd atmnkag thento Ako rh rfy 20 t 04a09 thv Entwfy rvht of %ay i e of ure ,state rhmA M"way ot; lhaNw tosidey w a Ime par*W to (ho South Ana of Sadd tract 200 Peof. rtN�o 4 &M pwaW to o7d 205 Awt Fart of ast47y OV of std Wghwav *% Ot 20 Mvi; th&wo Wntoriv 2w f t to, the PoW or boonIng except them march 20 foot .of the ,eve mentioned OWL and vises tag the nth 50 f t of Mv NwM 70 foot th t, W=hshgfan nfx 1 tm 5 tatra x677 *am cr 27.,769 sq SzzPa t @e ft - *V fs, r Pt' of r CM d It IM K tho W- -d fA" *hmm h €fro Orty that d*sCtkwd h tbo? L tk�n poi, Tft1tp i° rrsiir» d No 2j4,60g APPROVING A-VARIAjICE FROM THE FRONT YARD SETBACK REQUIREMENTS IN THE CENTRAL BUSINESS (C-1) ZONING DISTRICT FOR O'REILLY AUTO ENTERPRISES', LLC, ON THE PROPERTY LOCATED AT 14777 FOREST BOULEVARD NORTH WHEREAS, O'Reilly Auto Enterprises, LLC, has requested approval of a variance to allow a building to be 2 feet from the front property line along 147"' Street, where 10 feet is required by ordinance for the property legally described as follows: SEE ATTACHED WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval and,. NOW, THEREFORE, BE IT HEREBY RESOVLEU BY THE CITY COUNCIL OF THE CITY OF HUOO, MINNESOTA, that it should and hereby does approve the request by O'Reilly Auto Enterprises, LLC, for a variance to allow a building to be 2 feet from the fiont property line along 147'1' Street, where 10 feet is required by ordinance based on the following findings: 1. The proposed variance is permissible by law. 2. The property is within the Central Business (C-1) zoning district in an area guided by the downtown plan and design guidelines. Although the required front yard setback is 10 feet from the property line, the guidelines encourage zero lot Iine setbacks and buildings anchor the corner of key intersections. The applicant has tried to accomplish the intent of the design guidelines by placing the building at the corner, this has resulted in the front yard variance request. The applicant has established practical difficulties in complying with the front yard setback regulations. 3. The spirit and intent of the ordinance is to provide a reasonable amount of space between the property line and building. There will be grass area between the building and the property lines. Chapter 4 of the Comprehensive Plan includes the downtown plan and design guidelines. 'There are sections in the design guidelines encouraging buildings to be oriented towards the street and to anchor the cornier. The variance request meets the spirit and intent of the ordinance and policies in the Comprehensive Plan. 4. The retail use is allowed in the Central Business (C-1) zoning district. 5. The property is not located within a FEMA designated floodplain. 6. The property is served by municipal sewer and water. RESO 2015-8 ADOPTED by the City Council this 2nd day of February, 2015, ATTEST: Michele Lindau, City Clerk 19(14L DESCRIPTION (PER nru commi7m,-mr No. 234so2 AN Rhe$ rt of Om 4. ort of the iAw f awfor w.SKAIM 20, rowT h 31 f th; R0006 21 W -t 40WAW in Coit**v ATt-611 zt the ln.t t of the rastedy r4lit of way A" Of svoto rmAk WKV No, si fPaa ftnmdyffilo of me r fteeWly cost M4 ftTf gtong. tAt SWO RM of my frit, oite rune the"ee Ak0? ty 2*e 6wt div of rcmtmiy r1got of way Abe of Yow seat* rnm* Hlowdy No. Al thwtce rovmay on 0 ttm# pv4ww 10 tho S' afh hWG Of ld trot t fA thorfp a df to and 2M fW VW of satd Eoof y D of qhwof hka fid, 209 feet, ffiw" kmlardy Zoe e"t to tho fib# OF b00 -Mg Vitt tho North 20 ret of the vbouv mmalmed true» s1 tag the mitis 50 Fit of 04 Noah 70 f g T. #agtan nt, to. falkM O.#J7 Cam v4- 277,69 n ft S'vb*t to y mss€ ; resbtet 949, ?v of Mord df sy Me l," (kn Shvimh th* p thc# dowykwd A the Lop? DosCfOtiA }air YTV& Cwt mltmml No, 2j4flag ws � APPROVING A VARIANCE FROM THE PARKING STALL REQUIREMENTS FOR O'REILLY AUTO ENTERPRISES, .a R3'r LOCATED AT 14777 FOREST BOULEVARD NORTH WHEREAS, O'Reilly Auto .Enterprises, LLC, has requested approval of a variance to allow a 26 parking spaces, where 41 parking spaces are required by ordinance for the property legally described as follows: SEE ATTACHED WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval and; 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 O'Reilly Auto Enterprises, LLC, for a variance to allow 26 parking spaces, where 41 parking spaces are required by ordinance based on the following findings: 1. The proposed variance is permissible by law. 2. Parking and loading areas are allowed as an accessory use in the Central Business (C-1) zoning district. A reduced amount of parking for the retail use is a reasonable request. 3. The property is with the area guided by the downtown design guidelines. In a typical downtown setting the parking does not meet the strict parking requirements. A typical requirement for retail uses is four parking spaces for each 1,000 square feet of floor area. In that case, for this 6,600 square feet of retail space, 26 spaces would be required. Allowing 26 parking spaces for a retail building of this type is reasonable. 4. The variance to allow a reduced number of parking spaces will not noticeably alter the character of the area, 5. The applicant has practical difficulties in meeting the ordinance regulations. 6. The spirit and intent of the parking regulations in the ordinance is to ensure that adequate parking is in place for the intended use. The proposed parking spaces are adequate for the intended use. The variance on the property will be keeping with the spirit and intent of the ordinance as it develops. 7. Parking and loading areas are allowed as an accessory use in the Central Business (C-1) zoning district. 8. The property is not located within a FEMA designated floodplain. RESO 2015-9 9. The property is served by municipal sewer and water. ADOPTED by the City Council this 2nd day of February, 2015. 7 Tom W eidt, Mayor ATTEST: Michele Lindau, City Clerk that pwt of the t 0UffNv of tRs North - of 5egclA r 20, rowns'ap Jr North, Ro"ge 21 West,d*sr nftq vt th@ na fjm of the Eostey rjot Q,f WIV Al# of Stogy rfuA m0wo'y fta Sf fP9e of !A* oaf MVTg Coot ond t atorap the mouth of say a»d nWg {,hgeac# Ad*r � t �cang tits �e1�t�fy t of y o of 5tata YYun&r �p � $7. € r`asla*1y ran a Uno par to the South, o of 804 tY t fit; fkarr athaely a d W So ¢mrd a t East of sok f y Pkv of s&d Kph ,y Na 61, 208 tvot,, mWTV0 Wpslwo' 208 feet to Me woo al AvgA?n h9 "cV1 thT "wth 20 f t of thil cbvuw mdoUO od tr f, alio a voplhq Von Etta 50 f t of ft Nprm 70 toot Memot wamftlon Calmix m#mcgota, commwthlv at the *m4brast cwrw of XW NbrHmast 04arfor of the Pt"wast z ts� ywe& Wirth w d#rws 54 MAUf&s 43 do *P, as 4% o pis CFaq ffis s th lklm of svfd Mirt>hesst QvwAv of the mwmwosp este' o egafaoe® of rm. 1 &a€ to #fat vt lr right at way tine. nt Veto reur[A HAAWlY N& 6t fhmylv North It deyrnts 60 ea kwf" 4Z ids Ccit oloog H *$surf Avbf of Y Oto of $`W# rmftk.mowy me 0 a 070orpop of JJ 7.3 t to the rth fy 6;ht of way hne of 147M Sf t North the poMf of begMoAay oP the i d to be wed; th rf9 aft PIMA It s W MMWOS 42 "rands Eesti d g "M v=Wy right of svy 070 of Sferls Trak mvhwqy ho. 81 a ttm of I -V,4 to 0 Akre pvrz#W Wth Jam ra l#y rot of way lks of WTH shmet N&,M end dbloW 70,00 feet soveh or, a3 meawroe of right pf" to a flno pyo wffh traN n fror4y rtghf of wor &W Ord d?stont MOO &0 n*Oh tb~f, g goAd ewfefy ht of way t 6 of VVto rnmk " y No. $f, thortot North 89 'T 54 r jt wf CT ztc .ds rasa, erng sera pamye fad o 07stwmv Of -2M.00 � thence SWth ff mbOss 42 seconda i�L Wig a Bw pmVW nth mV "*?W,,Yy fight cme way arae of Moto Thok ff,ftkqy md V a a7stance of 1.30.4s AW to the Adrm&HY rioN of woy t&ae .of t47Tti sfroet Nom, lftmv South i s 54 m t 4J s da West, o0org mfd northorV dl t of wiy !tom a t of 20&07 f t fo tie,- pa.W mt b kip !#a to ria g. .eta atnNs 0.$,37 co- 27,7$8 sq, tub i to y trktsaor, Or p of word, if my Tho malas lkn h gr the y that Is d"Crkvd h the togcat Nocvtrw pw t7th� Z°omPnll onl Na, 2J480 APPROVING A VARIANCE FROM THE FRONT 1 SETBACK REQUIREMENTS IN THE CENTRAL BUSINESS (C-1) ZONING DISTRICT FOR O'REILLY AUTO ENTERPRISES, LLC, ON THE PROPERTY LOCATED AT 14777 FOREST BOULEVARD NORTH WHEREAS, O'Reilly Auto Enterprises, LLC, has requested approval of a variance to allow a building to be 8 feet from the front property line along Highway 61, where 10 feet is required by ordinance for the property legally described as follows: SEE ATTACHED WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval and; 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 O'Reilly Auto Enterprises, LLC, for a variance to allow a building to be 8 feet from the front property line along Highway 61, where 10 feet is required by ordinance based on the following findings: 1. The proposed variance is pern-ussible by law. 2. The property is within the Central Business (C-1) zoning district in an area guided by the downtown plan and design guidelines. Although the required front yard setback is 10 feet from the property line, the guidelines encourage zero lot line setbacks and buildings anchor the corner of key intersections. The applicant has tried to accomplish the intent of the design guidelines by placing the building at the comer. The applicant has established practical difficulties in complying with the front yard setback regulations. 3. The spirit and intent of the ordinance is to provide a reasonable amount of space between the property line and building. There will be grass area between the building and the property lines. Chapter 4 of the Comprehensive Plan includes the downtown plan and design guidelines. There are sections in the design guidelines encouraging buildings to be oriented towards the street and to anchor the corner. The variance request.meets the spirit and intent of the ordinance and policies in the Comprehensive flan. 4. The retail use is allowed in the Central Business (C-1) zoning district. 5. The property is not located within a FEMA, designated floodplain. 6. The property is served by municipal sewer and water. RESP 2015-10 ADOPTED by the City Council this 2nd day of February, 2015. Tom Weidt, Mayor ATTEST: Michele Lindau., City Cleric LEGAL DESCRIPTION (PEjR 177LE COMMITMEWT NO2J4602) Aft 1&0 pwt of the Eouork,os, of the Hadtwest ar' of tkn X 70"zho 31 Glx Alonge 2t Wat, 4owbod as 1000wV 8 r1ohg at the -Into-WO" of tho Eosterty r 1rt of y 0€4 of State Nok F4 �V Ata 1 ml t Imo 4f ivrwho rml t ecng thO South Mo oa rd Tr 4 &td mniabiq thance Ph ,y 2M feet oforq fho €oste dy ftght of way Me of ffaid $tato rrolmk ;Ivhwoy mm B1; to t 'rast !r. on 6 t#5f parow to thO 5S*Vf 1 Me of 1d &Mf 205 feet,° the $Outhwfy op a e to oqd 2W rae E170 of SCM dtastsrfy ##w of SOW l#qhwqy Afm O1, ILV f efe fJa Ply 2m foot to Of POW o9 b0goming OXCV t Phe Nth 20 fW Of 1h9 mous ~;*mod C � d Otto en*p Wg tho Swv ft 50 f WwjhAq9lQn CwAfA Afbnowla. s. of "dost awia.. a . , . g ett the t ®f t £ rcrrt of .t Af Pi€w t Quarter thence 5&'m'9 dot $4 t 6r Lffej 0 .*s'jsam'c s�t5n tfre ath f o'r S&O C vtis 4 �,t fsr c+' Pio tfaartl� t alt t acs f #1 sP frost to Eh 1"fady right oaf ,sag hna of stofe Think 04.6way ft, 6t; i is mvth 11 dogrel So mil'utvt 42 crier* f Ty resat of iftt of sE�f f rt3gta e5 a, 63. o ¢k # s of JA 73 fiat to the rserthorfy eVOt of way r : of WTH Sfr # Ntwth ood tA* poht at nzrrp 1�f the hod to tfi s aPdavds f tfs !# €ksAacal 42 ccsd Wit, ofong Sodd two y rkht of wV 47m of State rnmk HVh y No. Of o dritzmm of W,45 to a lb W166 tstx%harfy f rrf 1 of 9 77#$ t A 4h id f at 7 feet **QM at as mea=r0tr at riot ongr to, a *c pariffal Wi¢h �dd € hvrdy 1. of way lkm and a foot( �t q ofd 1 r ht of o0y tka� of S#oto T Nvbwvy tom, 61; $mer ft'rth 89 dipows " miTom 43 " Ee,7; gfmW pereo ffifrw a gF4fmca og 2 t th o Soif ►1 mksrr 4Z rt8s r tg a :sr ' P&MM Wfth eafd-4l jr r?ght of wly Aw of State Tta*k Mhomy Ho; 4! a o de Ze P. ,43 fae to Me erfy rpt of y i�iae of f4 T}# S 1 h°�it; t afh54 Ot t 43 o d* s� g lard oorthsrjy t ht of w0y ttha a d4f4vlft of 208. W Ael to th* Meat of b aab�q d fh#m fol" as r Said kcrav t1637 i7 ot- 27749 aq ft, so*t to any t4 r vkoonA of rmwmagov of rocc cf, df ony, iso i dv fF r shc+mn h lrsa y that % r .rtif kr the Leg& t&)va pe title C"rjbi tent mo. ?,34602- SOLUTION 2015-11 REQUIREMENTS FOR O'AUTO ENTERPRISES, LLC, REILLYON RO LOCATED AT 14777 FOREST BOULEVARD NOV TV WHEREAS, O'Reilly Auto Enterprises, LLC, has requested approval of a variance to allow a portion of a parking lot to be 5.5 feet from the east property line along, where 10 feet is required by ordinance for the property legally described as follows: SEE ATTACHED WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval and; 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 O'Reilly Auto Enterprises, LLC, for a variance to allow a portion of a parking lot to be 5.5 feet from the east property line along, where 10 feet is required by ordinance based on the following findings- 1, indings: 1o The proposed variance is permissible by law. 1 Parking and loading areas are allowed as an accessory use in the Central Business (C-1) zoning district. Due to the location of the building and parking lot, in order to provide for circulation within the parking lot a small corner of the back of the curb will encroach into the required setback. The property owner is proposing to use the property in a reasonable manner. 3. The downtown design guidelines state that parking lots should not be located between the building and the street. Due to parking lot dimension requirements and the required amount of parking stalls, in order to allow circulation within the parking lot in this location, a variance is requested. The applicant needs all the parking spaces proposed and traffic circulation is important for the site. 4. There are other parking lots in the neighborhood that do not ineet the setback requirement, The variance would not noticeably alter the character of the area. 5, The applicant has practical difficulties in meeting the ordinance regulations. 6. The spirit and intent of the ordinance is to provide a buffer and green space between the commercial use parking lot and a residential use. The applicant is proposing landscaping in this area and a fence to provide a buffer between the uses. The variance meets the spirit and. intent of the ordinance. RE50 2015-11 7. Parking and loading areas are allowed as an accessory use in the Central Business (C -I) zoning district. 8. The property is not located within a FEMA designated floodplain. 9. The property is served with municipal sewer and water. ADOPTED by the City Council this 2nd day of February, 2015. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk that part of the t Qoartor of !m fdof$b C rarfml Of Barr 2a lovv°tmop X Nbrth, Range 21 wftt detc,00,44 as ftowt fi"M,0ft9 at Ph® jltw"0100 of the East "y r4ht of VM of stoto rhunk *qv Ltd, 57 ohd W N~Y 00 -01 ffra 4VId M"az 19 CM end West u1 8g the Scull$ firw Of SaV Fr t did mApAg to to fa(*rfhwfy 2.0a f t oron g the r"rsaterly r ct Of y MW Ot State Mo* ifYOVOY . S1; # dtt&Ty w a 6M* Rcr °o the S40h that' of Id frit feet, t 0th a Am to w?d fast Cost e,r nM Coxi y f a Of 8OlVWqhW0Y tft 64 .2W %#t,° 6h tariy 208 feet ko (be Wil of b #rahag ffxcvt tho Hm-th 20 fait of me obov# Momlkws troet aso exempeilg blm SJUIA 50 f f Of %* Marth 70 fast ffiergaf, krgtmn . f_K .. tai, :.Normoul u rte kl wt fbt 7th t carr . of J§ A{ at xarrfor af_Pw MWthecTe oaartw, fher" 'Sauth $9 s 34 JT bufov 4,3 ftc*fadv West arsur770l faarxc *f % &M9 $fro south t as of scv ttr t ar of 11,6 vMhZt e'er a $oea a of 770.51 f f to fht evsfodv rsght o6 y noe of State pvn* #fVh way mo. 6f; Ct rae A?ar ff M aes a» l � d2 3ecarrds a t. 040M wid l y r at of re y .iwra of Stnste Amok y No, 6i. a 0*? of 73 # the . th@Hy r t of €y i6t0 of 147,W stt t Atorth the polo€ of rq oP lade land to be deeffffiect thrice amtbutrag 11 s W enif of 42 �erarsds E' tv &Ong szrrd WMWY AJhf of s ,v 1470 of 'tate Mxk if"Way Nva df o cv' of f. 45 to a Vkh ji#ty r ht Of ° of 14 stmt N ad dt$140 M Met h of ox -i r at remit ta, 0 rn p"01 with 200 ricrM y t of PPY ime 0"d dlslvrt MOO tent north f, = meat~ Wong forty rf 8f of 1"y ids of State Trask H' . , No, S7, m"440 NW14 8g s 54 M,7vffv OJsd coat, aeofff sari p*mW 1470 a d'"7f ce of 20a0c reet €h ao& jth It s 50 raaM7ates 42 voc*?Ws WvTf, vIcsg a fkw POWW wfth sofas -Vady ugh# at way lkse of ,SPoto -°Hatt{[ m4fr*sy N,% 61 a 07,00nem of 1.5.45 foot to V;a porthcHy right 'or way fhe a so$d f4 M Strut Nora; fftmw Sw(h 0 rIggr4w 54 mPwte m 43 0 t sg 405-d fJOt of Way One a &SfOmft of 1,68 f @o tis# argil of bnhft.oaq t hotmo- S �mnlaft a637 o 27 M n ft. Sa t fa any wet r sr ta'ar of Me , if arsy ?he Atex 0n sfav" h tho sMV AMpely th& is desnsrbsd 178 the Dare' D# r'ptt t p*, ripo CeMrr tLp t No. 2.3480 w I YJ AL A GRAPHIC SCALE 20 0 10 20 ( IN FEET } I PRESENT OWNER (PER 7777E COMMITMENT No. 234802): Central Bank, a MN banking corp. 2104 Hastings Avenue Newport, MN 55055 FLOOD ZONE THIS Si TE IS INCLUDED ON FLOOD INSURANCE RATE" MAP -COMMUNITY PANEL . NUMBER 27163C0136E. ACCORDING TO THIS MAP THE SUBJECT PROPERTY iS LOCATED IN FLOOD ZONE X, WHiCH IS DEFINED AS AN AREA DETERMINED TO BE OUTSIDE THE 500 -YEAR ANNUAL CHANCE FLOODPLAIN. a UTILITY COMPANY CONTACT INFO SOURCE BENCHMARK Cit of Hu o Pub11c Works• (651) 762-6326 NGS BY (DO4882) y g Scott Anderson - Director EAST SIDE OF STH 61, 104 FT. NORTH OF 148TH sandersonfkl.hugo.mn.us STREET N. (APPROX. 500 FT,NORTH OF SITE) City of Hugo Engineering: (651) 762-6316 932.38 (NAVD 88 DATUM) BEARING NOTE FOR THE PURPOSES OF THIS SURVEY THE SOUTH LINE OF THE NE 1/4 OF THE NW 1/4 OF SEC. 20, T. 31, R. 21 iS ASSUMED TO BEAR SOUTH 89 DEGREES 54 MINUTES 43 SECONDS WEST 4 CERTIFICATE OF SURVEY LEGAL .DESCRIPTION (PER TITLE COMMITMENT NO. 2J4802) All that part of the Northeast Quarter of the Northwest Quarter of Section 20, Township 31 North, Range 21 West, described as follows: Beginning at the Intersection of the Easterly right of prepared for. way line of State Trunk Highway No, 61 and the Northerly line of the road running East and West along the South line of sold Tract, and running thence Northerly 208 feet along the Easterly right of way line of sold State Trunk Highway No. 61; thence Easterly on a line parallel to the South line of sold tract 208 feet; thence Southerly on a line parallel to and 208 feet East of ..CHICAGO TITLE INSURANCE' COMPANY said Easterly line of said Highway No. 61, 208 feet; thence Westerly 208 feet to the point of beginning except the North 20 feet of the above mentioned frac! and also excepting the South 50 feet of the North 70 feet thereof, Washington County, Minnesota, AND O'REILL Y AUTO ENTERPRISES, LLC METES AND BOUNDS DESCRIPTION ot 14771 Forest Boulevard Norih, 17{,Ig®, /1//N 55038Commencing part of the Northeast Quarter of the Northwest Quarter of Section 20, Township 31 North, Range 21 West, Washington County, Minnesota described as follows: Commencing at the southeast comer. of. said Northeast. Quarter of ,the Northwest Quarter, thence South 89 degrees 54 minutes 43 seconds West, assumed bearing, along the south line of said ' Northeast Quarter of the Northwest Quarter a distance of 770.51 feet to the easterly right of way line of State Trunk Highway No. 61; thence North 11 degrees 50 minutes 42 seconds East, along sold easterly right of way line of State Trunk Highway No. 61, a distance of 33.73 feet to the northerly right of way line of 1477H Street North and the point of beginning of the land to be described; thence continuing North 11 degrees 50 minutes 42 seconds East along said easterly right of way line of State Trunk Highway No. 61 a distance of 136.45 to a line parallel with said northerly right of way line of 1477H Street North and distant 70.00 feet south of, as measured at right angles to, a line parallel with sold northerly right of way line and distant 208.00 feet north thereof, as measured along said easterly right of way line of State Trunk Highway No. 61, thence North 89 degrees 54 minutes 43 seconds East, along said parallel line a distance =; of 208.00 feet, thence South 11 degrees 50 minutes 42 seconds West, along a line parallel with said easterly right of way line of State Trunk Highway No. 61 a distance of 136.45 feet to the 4 northerly right of way line of said 147TH Street North; thence South 89 degrees 54 minutes 43 seconds West along said northerly right of way line a distance of 208.00 feet to the point of l beginning and there terminating. Said parcel contains 0.637 acres or 27,769 sq. ft. Subject to any easements, restrictions, or reservations of record, If any, d0i &EGARDING METES AND BOUNDS DESCRIPTION The Metes and Bounds description shown hereon describes the some property that is described in the Legal Description per Title Commitment No. 234802. Steve Duff - Sr. Engineering Technician/ I _ ! sduffQbihugo.mn.us 3 r Mn Dept: of Transportation: (651) 234-79111 208 SITE BENCHMARK - Craig Buck - Permits Division buck. cralg- 7NH NEAR SW CORNER OF SUBJECT PROPERTY Oldot.sfafe.mn.us ELEVATION=93 7.06 (NAND 8$ DATUM) t / �� 1 . Xcel Energy (Electric): (651) 462-6205 ~ LINE PARALLEL WITH THE l 4 r Hans Wenthe - Elec. Dist. Designer 1� 1 ' 4 r ' - -NORTHERLY RIGHT OF WAY 1 ? hons won theOxcelenergy. corn /� 4 b 901- 1 LINE OF 147TH STREET N. 4 Xcel Energy (Gas): (651) 46 6201 ZONING y _ „ ~ _ f 5.[ I f onnie - Design Engineer } Steve R. &Linda Cox 1 r Kathyy g g 9 THIS PROPERTY IS WITHIN THE CITY OF HUGO CITY LIMITS ^ _ - -100 0-' 933.42 i ;�'' 14797 Forest Boulevard North •: I 1 f kathleen.fronningOxcelenergy.com AND IS LOCATED IN THE FOLLOWING ZONING DISTTTICT. j ,� r 4. Hugo, MN 55038 Comcost (Cable): (952) 607-4079 m ti Doc. No. J459522 Ken Funorl - Construction Coord. (C-1) - CENTRAL BUSINESS DISTRICT Kenneth-FunarlOcable.comcast.com �-� ; / i 934,p4� _ r22.8� / C-1 CENTRAL BUSINESS r- �' I x +r } Century Link (Phone): (651) 730-1365 MINIMUM FRONT YARD BUILDING SETBACK - 10 FEET ryr 3 % r Patrick. Slovik -. Construction MINIMUM SIDE YARD BUILDING SETBACK - 0 FEET 933,29 a � EXISTING BUILDING �- % o W x 932 97 Potrick.SlavlkmCenturyLlnk.com MINIMUM REAR YARD BUILDING SETBACK - 3O FEET c �- , ` ��� s3328x V 2 STORY -- CONCRETF BLOCK - NO BSMT Access Communications Inc. (Fiber): (763) 545-9998 MAXIMUM BUILDING HEIGHT 35 FEET 4, -: i 9336 ° i FFE - 934.3 & 933.2 HT - 23.5' Mike Dahle -Permit Coard. MAX. LOT AREA COVERED BY BUILDINGS - 60.1' 5 93 933.96 / I 9X3.5 'T T • J FFE 934.3 1 932.86 932.98 mdahle�ccess--com.net MAX. LOT AREA COVERED BY IMPERVIOUS SURFACE - 90.E m �i, 934,05 933.94 i i I Q �� -:k AT&T (Phone): (903) 753-3145 o v �., % %/, // / i /// . 1 I`-. G1 '' '� 932.94 9336f 9/��j/ %�jj//%/i/j�/�� 8 FT Clifal(iI .. ° . ;;� � ,. .. .. 933 Id ELEC. -: . _: En ven tis Telecom (Phone): 218 568-4744 . -.. .:..._ .. ,. � ,�, . ��� _ . __ . _ _ _ _ _._ 3. r x x33.86 + LINK FENCE °iii - - a � :; r � � . � VAULT APPROX : 4 Y " 933.58 I _ /, �'.: ". °x933. a4 -�J3�; ` SITE AREA 1 1 , ti :. 2- ROOF2/ X14932.42 : "--27,769 . _. �'' CURB CUT .�+ r` W .� : ~ ~ x 933.08 i TEL. 769 s . ft. 0.637 Ac. 3345 LOCATION- ~ 933142.96 AP OX 8 Gross Land Area. 27, q ? 10 -- „ 5 ` , - DRAIN- ~ y h' s3z.84x + PED. is s3z rs + 4 s . / 3 6- `� 5. / + STORM SWR / i 8 FT. WOOD 6r� 3`r3 / / i MANHOLE/ 93 . 3 r - - FENCE 32 9 f Sn o 0 , " 933.43 933 Or + ! STATEMENT EMENT OF APPARENT ENCROACHMENTS Z rt • ,+26.r n 9 33 82 5933.81' 1 011 17 1 93 69 N83 54 43 E 208.0- - -- 9 : V 34, d7 34.1 F r 7 93 O w y 933.54 `~ _ - _ 932.69 EXISTING CONCRETE CURB AND GUTTER- r RCP I x918 x93262 932.84 ,r �83r93�` I \ , �! V 933,52 -SNOW PILE AT- - / ,• x •• •••.• / 7 ]IME OF / - I ` -FENCE INTERSECTION 0.2 FT WEST 1 EXISTING CONCRETE CURB AND GUTTER LINE (APPROXIMATE LOCATION ON WEST END) IS 0.2-0.5 FT. SOUTH OF THE NOR . r STy ST -a " 3¢.1 1 SURVEY �,( I OF COMMON PROPERTY CORNER O V �. S W �' 532.9 932.85 912.98 x932.64 - i j �,;, , PROPERTY LiNE. IT 15 NOT APPARENT WHICH DIRECTION THE WATER iS FLOWING THRU THE CURB CUT ALONG THIS CURB LINE V i °� k' 93J.44 f it APPROX. _ND 933:06 - - 1 LINE PARALLEL 1h?TH THE - - _ _ _ - / _ f s3z35 f ! (UNABLE TOS SET MARKER) 93341 "� EXIS77NG G NOR7HERLY RIGHT OF WAY / f S O 1 S 93293 : AND GUTTER APPROX, PER THE CITY OF HUGO, THERE IS APPARENTLY A SANITARY MANHOLE AND SERVICE FOR THIS PROPERTY NEAR THE NE Z • x932:98 LINE OF 147TH STREET N. �/SANITARY- TE 2 C� O �•2 4 • x 933 32 � SANITARY -- CORNER OF THE PARCEL AND THE SANITARY LiNE RUNS TO THE NORTHEAST (APPROXIMATE LOCATION SHOWN). 'ti ? 92a2 AND THE SOUTH LiNE OF INE 93�" MANHOLE / 932.69 o SOUTH 50 FT OF THE NORTH x 93.1;05 70 FT OF PARCEL DESCRIBED , r 932.50 x -4 O3 PER THE CiTY OF-HUGO, 7HERE IS A STORM SEWER LINE THAT RUNS ACROSS THE PROPERTY ON THE EAST SiDE K17H A ` x ^, 33.9 0 0+ 2 932.76 CATCH BASIN MANHOLE LOCATED NEAR ]HE N£ CORNER OF THE PARCEL (APPROXIMATE LOCATION SHOWN). L 1 933.7 ; V ` --6" PEYU x932.91 cq W i ~I GAS LINE x932.87 32.77 ! 15) OAN UNDERGROUND GAS LINE RUNS ALONG THE SOUTH PROPERTY LINE AND CROSSES OVER 7HE PROPERTY LINE BY ��a f! 1 x 933. rs 932.79 1ti f W 9 % }JS,�ka APPROXIMATELY 0.8 FT. AS MARKED iN THE FIELD. �'' _ ' a ! 7 x 932.97 + 4 x %%////� 93347 1, Q 932 A4 933.28 O1EXISTING BITUMINOUS BEHIND THE CURB LINE ALONG THE NORTH SIDE OF 1477) ST. N. CROSSES THE SOU7H PROPERTY a ° 33 9 +� `` 932.91 y LINE OF THE PARCEL APPROXIMATELY 2.0 FT.. 4 6 AN UNDERGROUND ELECTRIC LINE POTEN77ALY LiES APPROXIMATELY 10 FT. W17MiN THE PROPERTY AT TIE SW`.CORNER OF THE PARCEL AS MARKED IN THE FIELD OAN UNDERGROUND GAS LINE RUNS ALONG THE WEST PROPERTY LINE AND CROSSES OVER THE PROPERTY LINE BY UPTO APPROXIMATELY 1.7 FT AS MARKED IN THE FIELD. f OPER CITY OF HUGO ASBUILT PLANS FOR 147TH ST. N., THERE POTEN77ALLY EXISTS AN UNDERGROUND TELEPHONE LINE iN THE AREA ALONG THE EAST PROPERTY LINE RUNNING FROM THE PEDESTAL NORTH OF THE NE CORNER OF 1THE PARCEL TO 147TH ST. N. AND ALSO ALONG THE SOUTH PROPERTY LINE BUT NO MARKINGS WERE FOUND iN THE FiELD. I ti o9 7HE FENCE INTERSEC770N AT THE NE CORNER OF THE PARCEL OCCURS 0.2 FT WEST OF THE NE CORNER LOCA77ON AS SHOWN HEREON. THE ACTUAL CORNER LOCAT70N OF THE PROPERTY FALLS BENEATH A POR77ON OF THE FENCE. i LEGEND s 1 O DEN07ES SET 1/2" IRON PIPE OS DEN07ES SANITARY MANHOLE ® ® DENOTES STORM SEWER CATCH BASIN TREE LIST # SPECIES SIZE 1 PINE 14" 2 PINE 14" 3 COTTONWOOD 4" 4 COTTONWOOD 4" 5 MAPLE 4" 6 TWN--COTTONWOOD 8"-8" .7 COTTONWOOD 4" 4 CERTIFICATE OF SURVEY LEGAL .DESCRIPTION (PER TITLE COMMITMENT NO. 2J4802) All that part of the Northeast Quarter of the Northwest Quarter of Section 20, Township 31 North, Range 21 West, described as follows: Beginning at the Intersection of the Easterly right of prepared for. way line of State Trunk Highway No, 61 and the Northerly line of the road running East and West along the South line of sold Tract, and running thence Northerly 208 feet along the Easterly right of way line of sold State Trunk Highway No. 61; thence Easterly on a line parallel to the South line of sold tract 208 feet; thence Southerly on a line parallel to and 208 feet East of ..CHICAGO TITLE INSURANCE' COMPANY said Easterly line of said Highway No. 61, 208 feet; thence Westerly 208 feet to the point of beginning except the North 20 feet of the above mentioned frac! and also excepting the South 50 feet of the North 70 feet thereof, Washington County, Minnesota, AND O'REILL Y AUTO ENTERPRISES, LLC METES AND BOUNDS DESCRIPTION ot 14771 Forest Boulevard Norih, 17{,Ig®, /1//N 55038Commencing part of the Northeast Quarter of the Northwest Quarter of Section 20, Township 31 North, Range 21 West, Washington County, Minnesota described as follows: Commencing at the southeast comer. of. said Northeast. Quarter of ,the Northwest Quarter, thence South 89 degrees 54 minutes 43 seconds West, assumed bearing, along the south line of said ' Northeast Quarter of the Northwest Quarter a distance of 770.51 feet to the easterly right of way line of State Trunk Highway No. 61; thence North 11 degrees 50 minutes 42 seconds East, along sold easterly right of way line of State Trunk Highway No. 61, a distance of 33.73 feet to the northerly right of way line of 1477H Street North and the point of beginning of the land to be described; thence continuing North 11 degrees 50 minutes 42 seconds East along said easterly right of way line of State Trunk Highway No. 61 a distance of 136.45 to a line parallel with said northerly right of way line of 1477H Street North and distant 70.00 feet south of, as measured at right angles to, a line parallel with sold northerly right of way line and distant 208.00 feet north thereof, as measured along said easterly right of way line of State Trunk Highway No. 61, thence North 89 degrees 54 minutes 43 seconds East, along said parallel line a distance =; of 208.00 feet, thence South 11 degrees 50 minutes 42 seconds West, along a line parallel with said easterly right of way line of State Trunk Highway No. 61 a distance of 136.45 feet to the 4 northerly right of way line of said 147TH Street North; thence South 89 degrees 54 minutes 43 seconds West along said northerly right of way line a distance of 208.00 feet to the point of l beginning and there terminating. Said parcel contains 0.637 acres or 27,769 sq. ft. Subject to any easements, restrictions, or reservations of record, If any, d0i &EGARDING METES AND BOUNDS DESCRIPTION The Metes and Bounds description shown hereon describes the some property that is described in the Legal Description per Title Commitment No. 234802. Steve Duff - Sr. Engineering Technician/ I _ ! sduffQbihugo.mn.us 3 r Mn Dept: of Transportation: (651) 234-79111 208 SITE BENCHMARK - Craig Buck - Permits Division buck. cralg- 7NH NEAR SW CORNER OF SUBJECT PROPERTY Oldot.sfafe.mn.us ELEVATION=93 7.06 (NAND 8$ DATUM) t / �� 1 . Xcel Energy (Electric): (651) 462-6205 ~ LINE PARALLEL WITH THE l 4 r Hans Wenthe - Elec. Dist. Designer 1� 1 ' 4 r ' - -NORTHERLY RIGHT OF WAY 1 ? hons won theOxcelenergy. corn /� 4 b 901- 1 LINE OF 147TH STREET N. 4 Xcel Energy (Gas): (651) 46 6201 ZONING y _ „ ~ _ f 5.[ I f onnie - Design Engineer } Steve R. &Linda Cox 1 r Kathyy g g 9 THIS PROPERTY IS WITHIN THE CITY OF HUGO CITY LIMITS ^ _ - -100 0-' 933.42 i ;�'' 14797 Forest Boulevard North •: I 1 f kathleen.fronningOxcelenergy.com AND IS LOCATED IN THE FOLLOWING ZONING DISTTTICT. j ,� r 4. Hugo, MN 55038 Comcost (Cable): (952) 607-4079 m ti Doc. No. J459522 Ken Funorl - Construction Coord. (C-1) - CENTRAL BUSINESS DISTRICT Kenneth-FunarlOcable.comcast.com �-� ; / i 934,p4� _ r22.8� / C-1 CENTRAL BUSINESS r- �' I x +r } Century Link (Phone): (651) 730-1365 MINIMUM FRONT YARD BUILDING SETBACK - 10 FEET ryr 3 % r Patrick. Slovik -. Construction MINIMUM SIDE YARD BUILDING SETBACK - 0 FEET 933,29 a � EXISTING BUILDING �- % o W x 932 97 Potrick.SlavlkmCenturyLlnk.com MINIMUM REAR YARD BUILDING SETBACK - 3O FEET c �- , ` ��� s3328x V 2 STORY -- CONCRETF BLOCK - NO BSMT Access Communications Inc. (Fiber): (763) 545-9998 MAXIMUM BUILDING HEIGHT 35 FEET 4, -: i 9336 ° i FFE - 934.3 & 933.2 HT - 23.5' Mike Dahle -Permit Coard. MAX. LOT AREA COVERED BY BUILDINGS - 60.1' 5 93 933.96 / I 9X3.5 'T T • J FFE 934.3 1 932.86 932.98 mdahle�ccess--com.net MAX. LOT AREA COVERED BY IMPERVIOUS SURFACE - 90.E m �i, 934,05 933.94 i i I Q �� -:k AT&T (Phone): (903) 753-3145 o v �., % %/, // / i /// . 1 I`-. G1 '' '� 932.94 9336f 9/��j/ %�jj//%/i/j�/�� 8 FT Clifal(iI .. ° . ;;� � ,. .. .. 933 Id ELEC. -: . _: En ven tis Telecom (Phone): 218 568-4744 . -.. .:..._ .. ,. � ,�, . ��� _ . __ . _ _ _ _ _._ 3. r x x33.86 + LINK FENCE °iii - - a � :; r � � . � VAULT APPROX : 4 Y " 933.58 I _ /, �'.: ". °x933. a4 -�J3�; ` SITE AREA 1 1 , ti :. 2- ROOF2/ X14932.42 : "--27,769 . _. �'' CURB CUT .�+ r` W .� : ~ ~ x 933.08 i TEL. 769 s . ft. 0.637 Ac. 3345 LOCATION- ~ 933142.96 AP OX 8 Gross Land Area. 27, q ? 10 -- „ 5 ` , - DRAIN- ~ y h' s3z.84x + PED. is s3z rs + 4 s . / 3 6- `� 5. / + STORM SWR / i 8 FT. WOOD 6r� 3`r3 / / i MANHOLE/ 93 . 3 r - - FENCE 32 9 f Sn o 0 , " 933.43 933 Or + ! STATEMENT EMENT OF APPARENT ENCROACHMENTS Z rt • ,+26.r n 9 33 82 5933.81' 1 011 17 1 93 69 N83 54 43 E 208.0- - -- 9 : V 34, d7 34.1 F r 7 93 O w y 933.54 `~ _ - _ 932.69 EXISTING CONCRETE CURB AND GUTTER- r RCP I x918 x93262 932.84 ,r �83r93�` I \ , �! V 933,52 -SNOW PILE AT- - / ,• x •• •••.• / 7 ]IME OF / - I ` -FENCE INTERSECTION 0.2 FT WEST 1 EXISTING CONCRETE CURB AND GUTTER LINE (APPROXIMATE LOCATION ON WEST END) IS 0.2-0.5 FT. SOUTH OF THE NOR . r STy ST -a " 3¢.1 1 SURVEY �,( I OF COMMON PROPERTY CORNER O V �. S W �' 532.9 932.85 912.98 x932.64 - i j �,;, , PROPERTY LiNE. IT 15 NOT APPARENT WHICH DIRECTION THE WATER iS FLOWING THRU THE CURB CUT ALONG THIS CURB LINE V i °� k' 93J.44 f it APPROX. _ND 933:06 - - 1 LINE PARALLEL 1h?TH THE - - _ _ _ - / _ f s3z35 f ! (UNABLE TOS SET MARKER) 93341 "� EXIS77NG G NOR7HERLY RIGHT OF WAY / f S O 1 S 93293 : AND GUTTER APPROX, PER THE CITY OF HUGO, THERE IS APPARENTLY A SANITARY MANHOLE AND SERVICE FOR THIS PROPERTY NEAR THE NE Z • x932:98 LINE OF 147TH STREET N. �/SANITARY- TE 2 C� O �•2 4 • x 933 32 � SANITARY -- CORNER OF THE PARCEL AND THE SANITARY LiNE RUNS TO THE NORTHEAST (APPROXIMATE LOCATION SHOWN). 'ti ? 92a2 AND THE SOUTH LiNE OF INE 93�" MANHOLE / 932.69 o SOUTH 50 FT OF THE NORTH x 93.1;05 70 FT OF PARCEL DESCRIBED , r 932.50 x -4 O3 PER THE CiTY OF-HUGO, 7HERE IS A STORM SEWER LINE THAT RUNS ACROSS THE PROPERTY ON THE EAST SiDE K17H A ` x ^, 33.9 0 0+ 2 932.76 CATCH BASIN MANHOLE LOCATED NEAR ]HE N£ CORNER OF THE PARCEL (APPROXIMATE LOCATION SHOWN). L 1 933.7 ; V ` --6" PEYU x932.91 cq W i ~I GAS LINE x932.87 32.77 ! 15) OAN UNDERGROUND GAS LINE RUNS ALONG THE SOUTH PROPERTY LINE AND CROSSES OVER 7HE PROPERTY LINE BY ��a f! 1 x 933. rs 932.79 1ti f W 9 % }JS,�ka APPROXIMATELY 0.8 FT. AS MARKED iN THE FIELD. �'' _ ' a ! 7 x 932.97 + 4 x %%////� 93347 1, Q 932 A4 933.28 O1EXISTING BITUMINOUS BEHIND THE CURB LINE ALONG THE NORTH SIDE OF 1477) ST. N. CROSSES THE SOU7H PROPERTY a ° 33 9 +� `` 932.91 y LINE OF THE PARCEL APPROXIMATELY 2.0 FT.. 4 6 AN UNDERGROUND ELECTRIC LINE POTEN77ALY LiES APPROXIMATELY 10 FT. W17MiN THE PROPERTY AT TIE SW`.CORNER OF THE PARCEL AS MARKED IN THE FIELD OAN UNDERGROUND GAS LINE RUNS ALONG THE WEST PROPERTY LINE AND CROSSES OVER THE PROPERTY LINE BY UPTO APPROXIMATELY 1.7 FT AS MARKED IN THE FIELD. f OPER CITY OF HUGO ASBUILT PLANS FOR 147TH ST. N., THERE POTEN77ALLY EXISTS AN UNDERGROUND TELEPHONE LINE iN THE AREA ALONG THE EAST PROPERTY LINE RUNNING FROM THE PEDESTAL NORTH OF THE NE CORNER OF 1THE PARCEL TO 147TH ST. N. AND ALSO ALONG THE SOUTH PROPERTY LINE BUT NO MARKINGS WERE FOUND iN THE FiELD. I ti o9 7HE FENCE INTERSEC770N AT THE NE CORNER OF THE PARCEL OCCURS 0.2 FT WEST OF THE NE CORNER LOCA77ON AS SHOWN HEREON. THE ACTUAL CORNER LOCAT70N OF THE PROPERTY FALLS BENEATH A POR77ON OF THE FENCE. i LEGEND s 1 O DEN07ES SET 1/2" IRON PIPE OS DEN07ES SANITARY MANHOLE ® ® DENOTES STORM SEWER CATCH BASIN JO x 933.45 ` - SNOW PILE AT - - x 933.24 77ME OF O °y �• O BUILDING x932.89 �932.871 SURVEY T: <- SETBACK LINE .. . , ,; h ,. . ... . , _ . ... � r„ � r . i • ��� .. , .: *. .- ., __ _. ,:.. ,., .. .... _ Gerald K. &Karla J. Mandel! x 933 14 NO BUILDING FEATURES I 1 �i cA 5720 147TH Street North W R ' 5 • x 932 92 VISIBLE ON SITE Doc. r'3 Hugo, MN 55038 _ f f ; j 5J3 62 W Q x 933.80 BUILDING ~ _ _ r 3 Doc. No. 3767359 ? � . h -933 ............... SE78ACK LINE- - 932.80 O r ti _ 1 rI i. g ^ 932.80 /` .� CR -3 CENTRAL RESIDENTIAL W x933 01�'` 932.77 932.76 O J" Ca x33.72 -EASTERLY RiGHT OF WAY 932.99 -� - 932.82 5.. 3 ~I LINE OF STATE TRUNK x 933.16 ,� 932.71 j . - x 9334r `T' ' 1 (1 �u $ I 33• a HIGHWAY No. 61 r {0 B FT WOOD 1 gJ4.13 1 �J t C e 3 x 1 FENCE l ,' 1 Ck j_ 4 O K 933.57 1 x 932.63 / r \ 933 .... 932.97 933.84 1"11 x93318 1 --SNOW PILE AT - ` s� <. p9 , �` } 5 331 m x 93J. 76 933 08 77ME OF ~ 46 ! SURVEY 932.99 ' 933.14 933.73307' 333337739g75 1 3 .6 i ELEC. x 933.66 X933b0' - ,r... $3700 1 1� : \ ' 9J3.J2 - _ - VAULT BUILDING I 1 y ` LINE PARALLEL WIIN THE !' - 1 �2 78 - EL Y RiGHT OF WAY LINE p SETBACK LINE - . �� -- •i --x s f �. 6 x933.43 �1 NORTHERLY RIGHT OF WAY-- 93312 932.87 OF S. T. H. No. 61 100 LINE OF 147TH STREET N f Ck �A o, X 934, 0 x x 933:94 933 7 LOW, 1 x r NOTES CORRESPONDING TO TITLE INSURANCE COMPANY SCHEDULE B - SECTION 11 EXCEPTIONS COMMITMENT NUMBER: 234802 COMMITMENT DATE.' August S. 2013 11. Terms, conditions, rights and easements set forth in Final Certificate fled September 26, 1966, In Book 292 of Deeds, Page 513, as Document No. 254822. NOTE: This instrument contains, among other provisions, access restrictions. COMMENT This document may affect the subject property In that it 6.7tablished an easement (right of way) for trunk highway purposes (Highway No. 61) and reserved the rights of the Stato of Minnesota to erect temporary snow fences, take all trees, shrubs, gross and herbage within said right of way, and to restrict the right of access to said right of way. Shown hereon as State Trunk Highway No. 61 right of way. NOTE. REGARDING UTILITIES The location of underground utilities shown hereon are approximate and are based on field locations of visible structures, markings at the time of our survey, and compiling as -built information furnished by various utility companies and governmental agencies. The markings shown on the face of this survey are per Gopher State One Cali Ticket Number 140510062. 93 ' \\� J3 551 r1 933.65 _EDGE OF APPROX. 1 4 _ EDGE OF _i �� 1 r'•- x933.08 x933,20 32.85 MRS 1 I -POINT OF BITUMiNOU$ 933.2 T 93359 - ,�,-1NOL1S x93319'...._93 39J2.96 T '' r ""'-933 ••-., S77JB LOC. I r 933.49x 4 93271 :; . : - 4 FT CHAIN'., BEGINNING 933.57 1 d 932.69 I / '•� r LINK FENCE 33.35931.2 .... ' • .., 932.'36 4" PEYU GAS LINE E14J•':: .F_..,.,..''. :.932:93' 932:71 932,59 9J2.2sx x932,26, 93246 , EXISTING CONCRETE CURB AND GUT ' ' s TER . . L qtr :.. .s. I 931. „ ,.. _ .. _ ,. ..... ..... ,....... _12 DIP : W47ERMAiN ,.- r �t �.� , W O , 1 SOUTH LINE OF THE N£ 1/4 OF THE 147TH STREET - � NW 1/4 OF SEC. 20, T 31, R. 21 E r 933... B33.r?J 932.93 x 932.79 x 932.66 932 49x I 932.42 rr x 932.38 x 932, 35 x 932.30 - �- rn 5c9J3.51 C� x933•J3 x933.15 LOCAL STREET - 30 M.P,N,` BITUMINOUS CITY OF HUGO \ ' `4' r 2xY . r, : ill , 33' R -O --W (NORTH PORTION) POSSIBLE EASEMENT (SOUTH POR770N) VARIABLE TRAVEL SURFACE 1WIDlN S S S S 5 . 1 ` 9239 8" PVC SANITARY SEWER ' `- S89°54'43"W 770.51 ------ I F i 932.1 f J s 1 81r4�� EXISTING CONCRETE CURB AND GUTTER 15" RCP STM SWR 1932.50 I 21 " RCP STM SWR 932.26 933.41 932.79 - O _ 932.74 932,29 R 933.53 fj 933 61 I I -r, C-1 CENTRAL BUSINESS ' CR -3 CENTRAL RESIDENTIAL 933.42 J342 ---- -- - - NOTES SURVEYOR'S CERTIFICATION [o O'Reilly Auto Enterprises, LLC and Chicago Title Insurance Company. This is to certify that this map or plot and the 7. FOR THE PURPOSES OF THIS SURVEY IT WAS ASSUMED THAT THE "ROAD RUNNING EAST AND WEST ALONG THE survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM SOUTH LINE OF SAID 7RACr AS DESCRIBED iN THE PROPERTY DESCRIP77ON CONTAINED IN THE TITLE COMMITMENT 'and Title Surveys, jointly established and adopted by ALTA and NSPS. The field work was completed on February 25, 2014. (No. 234802) WAS REFERRING TO 147TH STREET NORTH, ti ti t r r e r 2 CORNER CLOSES7HE FIREHYDSUBJECT PT TO THE SUBJECT PROPERTY 1S APPROXIMATELY 50 FEET NORTH OF THE SOU7HWEST Pate of Plot or Map: une 18 2014 aR044 J.TY THE INTERSEC77ON OF S T,H. No. 61 AND 147TH ST N. WAS RECONSTRUC7FD IN 2010, AT THiS TIME THERE ARE NO PLANS TO FURTHER WIDEN EITHER BUT A SIDEWALK MAY BE ADDED ALONG 7HE NORTH. SIDE OF 147TH ST. N. ,:.• '" � LIc D I p PER STEVE DUFF, ENGINEERING DEPT. FOR THE CITY OF HUGO AND TERRY BAUMGART. MnDOT. 4. THE DEPTH OF THE WATERMAIN IS APPROXIMATELY 7 TO 8 FEET ACCORDING TO RECORD DRAWINGS OBTAINED yle R dy, MN RLS627 _ �} FROM STEVE DUFF, ENGINEERING DEPT FOR 7HE CITY OF HUGO.- 5. DUE TO SNOW AND ICE COVER, THE LOCA77ON OF MARKED UNDERGROUND U77LI77ES AND VISIBLE EXIS77NG REViSIONS I 27 O ,•~ IMPROVEMENTS ON THE SiTE ARE SHOWN AS BEST AS COULD BE LOCATED GIVEN THE. FIELD COND177ONS AT THE c� TIME THIS SURVEY WAS PERFORMED IN THE FIELD.' 6/18114 - Add note regarding Metes and Bounds description '. OF N 16. THE LOCA 77ON OF THE WA7ERMAIN SNB -NEAR THE SW CORNER OF THE SUBJECT PROPERTY IS SHO WN IN AN APPROXIMATE LOCA 770N. THERE WAS NO VISIBLE MARKER TO DESIGNATE THE LOCA77ON, SO IT IS SHOWN PER INFORMA77ON AND RECORD DRAWINGS OBTAINED FROM NEVE DUFF ENGINEERING DEPT. FOR THE CiTY OF HUGO. 7 THE LOCA77ON OF THE SANITARY SEWER MANHOLE AND STORM SEWER MANHOLE NEAR THE NE CORNER OF THE SUBJECT PROPERTY ARE SHOWN IN APPROXIMATE LOCA7lONS BOTH WERE BURIED BENEATH SNOW THAT HAS BEEN PILED ON THE PROPERTY AND COULD NOT BE PHYSICALLY LOCATED, SO THEY ARE SHOWN PER _ ANDERSON PAS INFORMA77ON AND RECORD DRAWINGS OBTAINED FROM .57EVE DUFF, ENGINEERING DEPT FOR THE CITY OF HUGO. 8. HIGHWAY STA770NiNG (PER MnDOT RIGHT OF WAY MAP 5,P. 61: 1-38) AND ROAD STRIPING SHOWN HEREON IS + APPROXIMATE AND SHOULD NOT BE RELIED UPON FOR EXACT LOCATION. & A S S O C T A T E S 9, PER STEVE DUFF, ENGINEERING DEPT, FOR THE CiTY OF HUGO, THE CITY HAS A 33 FT. EASEMENT FOR THE SOUTH HALF OF THE 147TH ST. N. RIGHT OF WAY IN THIS AREA. 200 THIRD AVENUE NE, SUITE 100, CAMBRIDGE, MN 55008 (763)689-4042 PH. (763)689-6681 FAX svi CIVIL ENGINEERS LAND SURVEYORS PLANNERS 80,0 A 0711q D4 DENOTES WATER VALVE -0 DENOTES POWER POLE DENOTES SEMAPHORE DENOTES STREET SIGN AND POST ST DENOTES UNDERGROUND STORM SEWER DENOTES UNDERGROUND SANITARY SEWER -W_- -`` DENOTES UNDERGROUND WATER MAiN G DENOTES UNDERGROUND GAS LINE E DENOTES UNDERGROUND ELECTRIC LiNE FIBER DENOTES UNDERGROUND FIBER OP77C LINE OH DENOTES OVERHEAD ELEC7RIG PHONE, CABLE (UNLESS NOTED) X 999.9 DEN07ES EXIS77NG GROUND ELEVA77ON X 999.9 DENOTES EXISTING GUTTER LiNE ELEVA77ON XX DEN07ES OVERHEAD U77LITY HEIGHT ' DENOTES CONCRETE AREA JO x 933.45 ` - SNOW PILE AT - - x 933.24 77ME OF O °y �• O BUILDING x932.89 �932.871 SURVEY T: <- SETBACK LINE .. . , ,; h ,. . ... . , _ . ... � r„ � r . i • ��� .. , .: *. .- ., __ _. ,:.. ,., .. .... _ Gerald K. &Karla J. Mandel! x 933 14 NO BUILDING FEATURES I 1 �i cA 5720 147TH Street North W R ' 5 • x 932 92 VISIBLE ON SITE Doc. r'3 Hugo, MN 55038 _ f f ; j 5J3 62 W Q x 933.80 BUILDING ~ _ _ r 3 Doc. No. 3767359 ? � . h -933 ............... SE78ACK LINE- - 932.80 O r ti _ 1 rI i. g ^ 932.80 /` .� CR -3 CENTRAL RESIDENTIAL W x933 01�'` 932.77 932.76 O J" Ca x33.72 -EASTERLY RiGHT OF WAY 932.99 -� - 932.82 5.. 3 ~I LINE OF STATE TRUNK x 933.16 ,� 932.71 j . - x 9334r `T' ' 1 (1 �u $ I 33• a HIGHWAY No. 61 r {0 B FT WOOD 1 gJ4.13 1 �J t C e 3 x 1 FENCE l ,' 1 Ck j_ 4 O K 933.57 1 x 932.63 / r \ 933 .... 932.97 933.84 1"11 x93318 1 --SNOW PILE AT - ` s� <. p9 , �` } 5 331 m x 93J. 76 933 08 77ME OF ~ 46 ! SURVEY 932.99 ' 933.14 933.73307' 333337739g75 1 3 .6 i ELEC. x 933.66 X933b0' - ,r... $3700 1 1� : \ ' 9J3.J2 - _ - VAULT BUILDING I 1 y ` LINE PARALLEL WIIN THE !' - 1 �2 78 - EL Y RiGHT OF WAY LINE p SETBACK LINE - . �� -- •i --x s f �. 6 x933.43 �1 NORTHERLY RIGHT OF WAY-- 93312 932.87 OF S. T. H. No. 61 100 LINE OF 147TH STREET N f Ck �A o, X 934, 0 x x 933:94 933 7 LOW, 1 x r NOTES CORRESPONDING TO TITLE INSURANCE COMPANY SCHEDULE B - SECTION 11 EXCEPTIONS COMMITMENT NUMBER: 234802 COMMITMENT DATE.' August S. 2013 11. Terms, conditions, rights and easements set forth in Final Certificate fled September 26, 1966, In Book 292 of Deeds, Page 513, as Document No. 254822. NOTE: This instrument contains, among other provisions, access restrictions. COMMENT This document may affect the subject property In that it 6.7tablished an easement (right of way) for trunk highway purposes (Highway No. 61) and reserved the rights of the Stato of Minnesota to erect temporary snow fences, take all trees, shrubs, gross and herbage within said right of way, and to restrict the right of access to said right of way. Shown hereon as State Trunk Highway No. 61 right of way. NOTE. REGARDING UTILITIES The location of underground utilities shown hereon are approximate and are based on field locations of visible structures, markings at the time of our survey, and compiling as -built information furnished by various utility companies and governmental agencies. The markings shown on the face of this survey are per Gopher State One Cali Ticket Number 140510062. 93 ' \\� J3 551 r1 933.65 _EDGE OF APPROX. 1 4 _ EDGE OF _i �� 1 r'•- x933.08 x933,20 32.85 MRS 1 I -POINT OF BITUMiNOU$ 933.2 T 93359 - ,�,-1NOL1S x93319'...._93 39J2.96 T '' r ""'-933 ••-., S77JB LOC. I r 933.49x 4 93271 :; . : - 4 FT CHAIN'., BEGINNING 933.57 1 d 932.69 I / '•� r LINK FENCE 33.35931.2 .... ' • .., 932.'36 4" PEYU GAS LINE E14J•':: .F_..,.,..''. :.932:93' 932:71 932,59 9J2.2sx x932,26, 93246 , EXISTING CONCRETE CURB AND GUT ' ' s TER . . L qtr :.. .s. I 931. „ ,.. _ .. _ ,. ..... ..... ,....... _12 DIP : W47ERMAiN ,.- r �t �.� , W O , 1 SOUTH LINE OF THE N£ 1/4 OF THE 147TH STREET - � NW 1/4 OF SEC. 20, T 31, R. 21 E r 933... B33.r?J 932.93 x 932.79 x 932.66 932 49x I 932.42 rr x 932.38 x 932, 35 x 932.30 - �- rn 5c9J3.51 C� x933•J3 x933.15 LOCAL STREET - 30 M.P,N,` BITUMINOUS CITY OF HUGO \ ' `4' r 2xY . r, : ill , 33' R -O --W (NORTH PORTION) POSSIBLE EASEMENT (SOUTH POR770N) VARIABLE TRAVEL SURFACE 1WIDlN S S S S 5 . 1 ` 9239 8" PVC SANITARY SEWER ' `- S89°54'43"W 770.51 ------ I F i 932.1 f J s 1 81r4�� EXISTING CONCRETE CURB AND GUTTER 15" RCP STM SWR 1932.50 I 21 " RCP STM SWR 932.26 933.41 932.79 - O _ 932.74 932,29 R 933.53 fj 933 61 I I -r, C-1 CENTRAL BUSINESS ' CR -3 CENTRAL RESIDENTIAL 933.42 J342 ---- -- - - NOTES SURVEYOR'S CERTIFICATION [o O'Reilly Auto Enterprises, LLC and Chicago Title Insurance Company. This is to certify that this map or plot and the 7. FOR THE PURPOSES OF THIS SURVEY IT WAS ASSUMED THAT THE "ROAD RUNNING EAST AND WEST ALONG THE survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM SOUTH LINE OF SAID 7RACr AS DESCRIBED iN THE PROPERTY DESCRIP77ON CONTAINED IN THE TITLE COMMITMENT 'and Title Surveys, jointly established and adopted by ALTA and NSPS. The field work was completed on February 25, 2014. (No. 234802) WAS REFERRING TO 147TH STREET NORTH, ti ti t r r e r 2 CORNER CLOSES7HE FIREHYDSUBJECT PT TO THE SUBJECT PROPERTY 1S APPROXIMATELY 50 FEET NORTH OF THE SOU7HWEST Pate of Plot or Map: une 18 2014 aR044 J.TY THE INTERSEC77ON OF S T,H. No. 61 AND 147TH ST N. WAS RECONSTRUC7FD IN 2010, AT THiS TIME THERE ARE NO PLANS TO FURTHER WIDEN EITHER BUT A SIDEWALK MAY BE ADDED ALONG 7HE NORTH. SIDE OF 147TH ST. N. ,:.• '" � LIc D I p PER STEVE DUFF, ENGINEERING DEPT. FOR THE CITY OF HUGO AND TERRY BAUMGART. MnDOT. 4. THE DEPTH OF THE WATERMAIN IS APPROXIMATELY 7 TO 8 FEET ACCORDING TO RECORD DRAWINGS OBTAINED yle R dy, MN RLS627 _ �} FROM STEVE DUFF, ENGINEERING DEPT FOR 7HE CITY OF HUGO.- 5. DUE TO SNOW AND ICE COVER, THE LOCA77ON OF MARKED UNDERGROUND U77LI77ES AND VISIBLE EXIS77NG REViSIONS I 27 O ,•~ IMPROVEMENTS ON THE SiTE ARE SHOWN AS BEST AS COULD BE LOCATED GIVEN THE. FIELD COND177ONS AT THE c� TIME THIS SURVEY WAS PERFORMED IN THE FIELD.' 6/18114 - Add note regarding Metes and Bounds description '. OF N 16. THE LOCA 77ON OF THE WA7ERMAIN SNB -NEAR THE SW CORNER OF THE SUBJECT PROPERTY IS SHO WN IN AN APPROXIMATE LOCA 770N. THERE WAS NO VISIBLE MARKER TO DESIGNATE THE LOCA77ON, SO IT IS SHOWN PER INFORMA77ON AND RECORD DRAWINGS OBTAINED FROM NEVE DUFF ENGINEERING DEPT. FOR THE CiTY OF HUGO. 7 THE LOCA77ON OF THE SANITARY SEWER MANHOLE AND STORM SEWER MANHOLE NEAR THE NE CORNER OF THE SUBJECT PROPERTY ARE SHOWN IN APPROXIMATE LOCA7lONS BOTH WERE BURIED BENEATH SNOW THAT HAS BEEN PILED ON THE PROPERTY AND COULD NOT BE PHYSICALLY LOCATED, SO THEY ARE SHOWN PER _ ANDERSON PAS INFORMA77ON AND RECORD DRAWINGS OBTAINED FROM .57EVE DUFF, ENGINEERING DEPT FOR THE CITY OF HUGO. 8. HIGHWAY STA770NiNG (PER MnDOT RIGHT OF WAY MAP 5,P. 61: 1-38) AND ROAD STRIPING SHOWN HEREON IS + APPROXIMATE AND SHOULD NOT BE RELIED UPON FOR EXACT LOCATION. & A S S O C T A T E S 9, PER STEVE DUFF, ENGINEERING DEPT, FOR THE CiTY OF HUGO, THE CITY HAS A 33 FT. EASEMENT FOR THE SOUTH HALF OF THE 147TH ST. N. RIGHT OF WAY IN THIS AREA. 200 THIRD AVENUE NE, SUITE 100, CAMBRIDGE, MN 55008 (763)689-4042 PH. (763)689-6681 FAX svi CIVIL ENGINEERS LAND SURVEYORS PLANNERS 80,0 A 0711q �I i 1 I DEMOLITION PLAN D1 I SCALE: 1 " = 20' 20 O 20 40 (v0 &RAPH 16 SCALE — FEET cl-11- E) Q, i;�A- (1- S89054'43"W 208.00' 14 7 T / S- TREE T N. LOCAL STREET — 30 M.P.H. — BITUMINOUS — CITY OF HUCC 33' R 0—W (NORTH PORTION) POSSIBLE EASEMENT (SOUTH PORTION) VARIABLE TRAVEL SURFACE WIDTH REFER TO LANDSCAPE PLANS FOR PLANTINGS C-1 CjNTRAL /BUSINESS CR -3 CENTRAL RESIDENTIAL EXISTING SHED Gerald K. & Karla J. Mundell 5720 147TH Street North Hugo, MN 55038 Doc. No. 3767359 CR -3 CENTRAL RESIDENTIAL x GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS B. SITE CONDITIONS BASED UPON SURVEY SUBMITTED BY OWNER. FIELD VERIFY EXISTING CONDITIONS BY DETAILED SITE INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. C. REMOVE ALL EXISTING SITE CONSTRUCTION AND DELETERIOUS MATERIALS UNLESS OTHERWISE NOTED. D. REFER TO SITE UTILITIES PLAN FOR DEMOLITION OF EXISTING UTILITIES. E. ALL DEMOLISHED MATERIALS SHALL BECOME PROPERTY OF CONTRACTOR FOR PROPER DISPOSAL UNLESS OTHERWISE NOTED. F. PRIOR TO INSTALLATION, GENERAL CONTRACTOR TO CONFIRM THAT LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR TO CONTACT THE O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. KEY NOTES: D1 PORTION OF EXISTING CURB TO BE REMOVED TO ALLOW FOR CONSTRUCTION OF NEW ENTRANCE DRIVE AS SHOWN ON SHEET C2 D2 EXISTING ASPHALT PAVING TO BE REMOVED. D3 PORTION OF EXISTING CURB AND GUTTER TO BE REMOVED. D4 EXISTING TREE TO REMAIN. PROTECT AS REQUIRED. SPECIAL HAZARDOUS MATERIALS NOTE: 1. AN ENVIRONMENTAL ANALYSIS HAS BEEN PERFORMED ON THE EXISTING SITE. REFER TO PROJECT MANUAL. 2. IF THIS PROJECT CONTAINS HAZARDOUS MATERIALS CONTRACTOR IS TO PROVIDE PROPER HANDLING, REMOVAL AND DISPOSAL PER ENVIRONMENTAL ANALYSIS RECOMMENDATIONS. SYMBOLS LEGEND REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND I EXISTING ITEMS TO BE REMOVED mm— = -61 00 aro a Lm % o u7 N w N N w 00 �• r• c ae o z. w � a� �J w R 0 0 a� 00 ... Lft c o 0 w � M FL= c? DATE: 8-22-14 REVISION 12-4-14 DATE: 1-8-15 DI 0f 1 N C) 00 Z Fy 0 OZ) OD co Z w w C) =w(.0 > OO(0 U)Z M DATE: 8-22-14 REVISION 12-4-14 DATE: 1-8-15 DI 0f 1 EROSION CONTROL & MAINTENANCE PLAN NOTES: KEY NOTES: STORM WATER RUNOFF CALCULATIONS 1. RETAIN FLOATABLE WIND BLOWN MATERIALS ON 3. CONTRACTORS SHALL INSPECT POLLUTION DRAIN APPURTENANCES, PUBLIC STREETS, AND %.- 7 I 1 !T TOTAL PROPERTY AREA= 0.637 ACRES; TOTAL DISTURBED AREA = 0.637 ACRES < 1.0 ACRES SITE BY STORING ALL TRASH AND BUILDING CONTROL MEASURES AT LEAST ONCE EVERY 7 ONTO PRIVATE PROPERTY UNTIL IMPERVIOUS C1 LIMITS OF TEMPORARY EROSION CONTROL THEREFORE NOI NOT REQUIRED. 933.25 PVT 933.4 PVT ! FENCE; REFER TO DETAIL 10/C3. 933.25 PVT MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DAYS AND WITHIN 24 HOURS AFTER A STORM MATERIAL (ROAD/PARKING AREA SURFACE) IS 33. VT V 932. 2.8Ap STORMWATER CALCULATION METHOD: MODIFIED RATIONAL METHOD DISPOSAL AT OFF-SITE FACILITIES. CHECK EVENT OF 1/2 INCH OR GREATER. DAMAGED APPLIED OR UNTIL PROPOSED LANDSCAPE HAS CZ INSTALL CONSTRUCTION EGRESS PER NOTE. TOP OF CURB TC TOP OF PAVEMENT PVT ADJACENT AREAS DAILY AND PICK UP MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BEEN ESTABLISHED. C8 1. ON-SITE AREAS & RUNOFF COEFFICIENTS: IMPERVIOUS=.98 PERVIOUS=0.35 CONSTRUCTION WASTE MATERIALS AND DEBRIS BE REPLACED WITH MORE EFFECTIVE MEASURES 6. REFER TO 10/C3 FOR SILT FENCE CONSTRUCTION. R W DESIGN PROJECT AREA = 0.637 ACRES THAT HAVE BLOWN OR WASHED OFF SITE. OR ADDITIONAL MEASURES WITHIN SEVEN DAYS. 7. ALL GRASS SLOPES WHICH EXCEED 3:1 (H:V), C3 INSTALL AST DRAIN WITH 24" PRE -DEVELOPMENT 2. PERMANENTLY STABILIZE ALL SURFACE AREA REPEATED FAILURE OF A CONTROL MEASURE SWALES AND AREAS OF HIGH FLOW SHALL UTILIZE V . TOOPP = SUMP MINN. = 9 9331.6' EXISTING BUILDING = 0.0 ACRES WITHIN AND ADJACENT TO THIS SITE THAT IS REQUIRES INSTALLATION OF A MORE SUITABLE CONTECH CONSTRUCTION PRODUCTS PERMANENT REFER TO DETAIL 4/C1 EXISTING DRIVEWAYS/PARKING LOT - 0.015 ACRES POST -DEVELOPMENT DISTURBED BY VEHICLES GRADING AND OTHER DEVICE TO PREVENT DISCHARGE OF POLLUTANTS TURF REINFORCEMENT MATS TRM 450 OR- "; I PERVIOUS = 0.622 ACRES BUILDING - 0.173 ACRES CONSTRUCTION FOR THE PROPOSED FACILITY. FROM THE CONSTRUCTION SITE. APPROVED EQUAL. MATS SHALL BE INSTALLED C4 INSTALL APROX. 10 LF OF 12" PIPE. DRIVEWAYS/PARKING LOT = 0.273 ACRES STABILIZATION IS OBTAINED WHEN THE DISTURBED 4. INSTALLATION OF ADDITIONAL EROSION CONTROL PER MANUFACTURESPECIFICATIONS AND 33 REFER TO PIPE NOTES. PRE -DEVELOPMENT IN 2010R'S PERVIOUS = 0.191 ACRES SURFACE IS COVERED WITH STRUCTURES, PAVING MEASURES MAY BE REQUIRED BY THE CITY OR STANDARDS. CONTRACTOR SHALL COORDINATE a� o ;1 EXISTING PERVIOUS = 0.557 ACRES AND OR PERENNIAL VEGETATION HAVING A STATE. CONTRACTOR TO VERIFY REQUIREMENTS INSTALLATION INSPECTION WITH MANUFACTURER.5 THE ELEVATION BENCHMARK UTILIZED FOR INSTALL 24 STORMTECH CHAMBERS.. PERVIOUS = 0.080 ACRES UNIFORM COVERAGE DENSITY OF AT LEAST 70%. PRIOR TO BEGINNING ANY WORK ON PROJECT 8. DISTURBED AREAS THAT WILL BE LEFT IDLE OVER REFER To STORMTECH DETAILS. POST -DEVELOPED IMPERVIOUS AREA IS LESS THAN PREVIOUSLY EXISTING IMPERVIOU< STABILIZATION OF ALL DISTURBED AREA IS SITE. WINTER MUST HAVE TEMPORARY EROSION w 'on AREA. REQUIRED BEFORE TERMINATING MAINTENANCE 5. CARE SHALL BE TAKEN TO MINIMIZE THE COONTROLS APPLIED PRIOR TO ONSET OF WINTER C6 INSTALL APROX. 103 LF OF 12" PIPE. c� AND REMOVAL OF EROSION CONTROL MEASURES. ENCROACHMENT OF SEDIMENT INTO ALL STORM WEATHER. REFER TO PIPE NOTES. 2. WATER QUALITY REQUIREMENT: C2 ur, MUST TREAT 1.1 IN OVER ALL RECONSTRUCTED PAVEMENT CONSTRUCTION EGRESS NOTES: PIPES NOTES: C7 INSTALL 30" SUMP MIN TOP =933.OT DRAIN WITH 24" RECONSTRUCTED PAVEMENT AREA = (0.173 ACRES + 0.273 ACRES)*(43,560 SF/ 1 ACRE) = 19,450 SF WATER QUALITY VOLUME = (1.1 IN) (1 FT/ 12 IN) (19,450 SF) = 1,783 CF 1. CONSTRUCTION EGRESS SHALL BE 25' MINIMUM WIDTH AND 30' MINIMUM LENGTH AND 6" MIN 1. PIPE MATERIALS SHALL BE IN ACCORDANCE WITH REFER TO DETAIL 1/C5 WATER QUALITY VOLUME PROVIDED THICKNESS OF STONE (1.5"-3.5") COARSE AGGREGATE WITH GEOTEXTILE UNDERLINER. REFER AND APPROVED BY THE CITY R APPLICABLE S O C O C STORMTECH VOLUME PER UNIT = 74.9 CF/UNIT TO THE CITY OR STATE FOR ANY ADDITIONAL REQUIREMENTS. AUTHORITY. REINFORCED CONCRETE PIPE (RCP),C$ INSTALL APROX. 93 LF OF 12" PIPE. NUMBER OF UNITS PROVIDED = 24 UNITS 2. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF HIGH DENSITY POLYETHLYENE (HDPE), N-12 REFER TO PIPE NOTES. WATER QUALITY VOLUME PROVIDED = (74.9 CF/UNIT)*(24 UNITS) = 1,798 CF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1.5-3.5 CORRUGATED METAL PIPE (CMP) MAY BE USED AS REFER TO SHEET C4 FOR STORMTECH DETAILS INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURE ALLOWED BY LOCAL GUIDELINES.C9 INSTALL 4'X 4' AREA INLET. USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM 2. ALL PIPE IS TO BE INSTALLED PER THE RIM = 932.0' INV = 927.9' VEHICLES OR SITE ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. MANUFACTURER'S REQUIREMENTS AND MEET REFER TO DETAIL 3/C1 3. WHEELS MUST BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. COVER REQUIREMENTS PER THE MANUFACTURER. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA WITH CRUSHED STONE WHICH 45 INSTALL APROX. 37 LF OF 12" PIPE. DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN LOCATED PER THE CITY OR SITE EXCAVATION REFER TO PIPE NOTES. STATE REQUIREMENTS. 933.35 SW STAGES OF CONSTRUCTION: REQUIREMENTS ■ INSTALL 4'X UAREA DETENTION OUTLET. 932.85 PVT I RIM = 932.8' NV=927.8' REFER TO DETAIL 5/C1 1. CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATE ALL EXISTING 1. A GEOTECHNICAL ANALYSIS HAS BEEN UTILITIES AND VERIFY ANY POSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTACT OWNER WITH ANY CONFLICTS. MONTH 1 2. INSTALLATION OF CONSTRUCTION ENTRANCE. MONTH 1 3. INSTALLATION OF EROSION CONTROL FENCE. MONTH 1 4. DEMOLITION OF EXISTING SITE IMPROVEMENTS. MONTH 1 5. REMOVAL OF EXISTING PAVEMENT ON THE SITE. MONTH 1 6. INSTALLATION OF ALL STORM WATER DRAINAGE IMPROVEMENTS. MONTH 1 7. ROUGH GRADING. MONTH 1 & MONTH 2 8. CONSTRUCTION OF NEW SITE IMPROVEMENTS. MONTH 2 9. FINAL GRADING. MONTH 3 10. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD. MONTH 3 11. REMOVAL OF EROSION CONTROL FENCE. MONTH 3 FLOODPLAIN NOTES: SUBJECT PROPERTY IS LOCATED WITHIN "ZONE X" AND IS LOCATED WITHIN AN AREA DETERMINED TO BE OUTSIDE THE 500 -YEAR ANNUAL CHANCE FLOODPLAIN; PER FIRM MAP NUMBER 27163C 0136E. PERFORMED ON THIS SITE. REFER TO PROJECT MANUAL. 2. FOLLOW GEOTECHNICAL ANALYSIS RECOMMENDATION FOR SITE EXCAVATION. 3. REFER TO STRUCTURAL DRAWINGS FOR BUILDING EXCAVATION REQUIREMENTS. GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. SITE CONDITIONS BASED UPON SURVEY SUBMITTED BY OWNER. FIELD VERIFY EXISTING CONDITIONS BY DETAILED SITE INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. C. FIELD VERIFY SANITARY SEWER SERVICE CONNECTION INVERT PRIOR TO ESTABLISHING FINAL FINISH FLOOR ELEVATION. D. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. SNOW ON GROUND AT TIME OF SURVEY. THEREFORE CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND NOTIFY ENGINEER IF DISCREPANCY OCCURS BEFORE STARTING ANY WORK. CONTRACTOR SHALL FIELD VERIFY PROPOSED GRADES MATCH EXISTING PAVEMENT AT DRIVEWAY ENTRANCES. CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY OCCURS. SPECIAL NOTE: FIELD VERIFY SANITARY SEWER CONNECTION INVERT PRIOR TO ESTABLISHING FINAL FINISH FLOOR ELEVATION. REFER TO SITE UTILITIES PLAN. C-1 CENTRAL BUSINESS EXISTING BUILDING 2 STORY - CONCRETE BLOCK - NO BSMT FFE - 934.3 & 933.2 HT - 23.5' - - - - ysz.b tzIu- 932.1 -932.1 EPVT ,W 147TH STREET N. LOCAL STR EST - _4g3 M.P.H. - BITUMINOUS - CITY OF HUGO 33' R- 0- W (NORTH -P -DR -TION) POSSIBLE EASEMENT N 1 SITE GRADING PLAN C1 SCALE: 1" = 20' innnni��� 933.35 SW 932.85 PVT 932, 933 7 933 7 933 7 933 7 932 p�T p�T p�I' per p�T HANDICAP AREA TO BE ADA COMPLIANT. SLOPES SHALL NOT EXCEED 2.0% IN ANY DIRECTION IN THIS AREA. 2 HANDICAP PARKING DETAIL C1 SCALE: 1" = 10' NEENAH R -4859C (2.4 SQ. FT OPEN AREA MIN.) INLET GRATE WITH NEENAH R-4899 ANGLE FRAME -j11VARIES - I MIN X11 ''� SITE CONTROL. rn 933.5 SW 933 %.- 7 I 1 !T I S 933.35 SW 933.4 SW933.4 w 0 SW 933.35 SW 933.25 PVT 933.4 PVT ! 933.4 PVT 933.25 PVT Q TOP OF WALL TW 33. VT V 932. 2.8Ap ' 933.35 SW 932.85 PVT 932, 933 7 933 7 933 7 933 7 932 p�T p�T p�I' per p�T HANDICAP AREA TO BE ADA COMPLIANT. SLOPES SHALL NOT EXCEED 2.0% IN ANY DIRECTION IN THIS AREA. 2 HANDICAP PARKING DETAIL C1 SCALE: 1" = 10' NEENAH R -4859C (2.4 SQ. FT OPEN AREA MIN.) INLET GRATE WITH NEENAH R-4899 ANGLE FRAME -j11VARIES - I MIN X11 ''� SITE CONTROL. rn EXISTING GRADE LINES 933 %.- 7 I 1 !T I S �! X- ! LIST ABBREVIATION GRADE NONE w 0 �V 932 8 PI PROPOSED NEW GRADE LINES metYC ! CL 0 = w T I TRASH Q TOP OF WALL TW !! X ! 932. 2.8Ap ' ' ! 932 7 p TOP OF CURB TC TOP OF PAVEMENT PVT C8 I M 1 I NEW GRADE GD CONCRETE CONC EXISTING TOP OF CURB ETC V R W W EXISTING GRADE EGD 0 NEW POLE SIGN LOCATION V EXISTING PAVEMENT EPVT II V X / ! II "; I I / 932.9 TC r• � 932.4 PVT --/ O 33 X / TC PVT ���� ! ap ut 0 BENCHMARK: a� o ;1 / CONTROL FENCE THE ELEVATION BENCHMARK UTILIZED FOR Ulm THIS SURVEY IS NEAR THE SOUTHWEST PVT w 'on o ELEV = 937.06' > > SURFACE FLOW ARROW c� / 9 T 4 PV C2 ur, 932.5 ETC p �A 932.0 EPVT W 2�1 S 4'x4' CONCRETE INLET WITH CUSTOM TOP LID. ALL CONCRETE TO BE MIN 3,000 PSI AT ` 28 DAYS. ALL STEEL 48" TO BE fy = 60,000 PSI. NOTES: END VIEW 1. INLET CAN BE SUBSTITUTED WITH ROUND EQUIVALENTS. 3141 X W AREA INLET C 1 SCALE: NOT TO SCALE 12" DOME 12"ADAPTERS 931.6' 929.6' 2.4 2.0' " MIN: ARIOUS TYPES OF OUTLETS WITH 'ATERTIGHT ADAPTERS FOR: DS N-12 SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC 4.0' 12" *MAXIMUM RECOMMENDED OVERALL HEIGHT 10' VICINITY MAP U � � HUGO, MN "NO SCALE" i % 1 11 h 150TH ST N e W 149TH STN SITE148 5t N ^NEKP LAKE 41181 DRAIN BASIN DETAIL i I SCALE: NOT TO SCALE pNE CAL� SSP � Sysj, X190 2 �� n ts� \I1 ,A0� J O \Cq�� BEF�R� y 14(N ST N 145TH STN 1457H ST N g 61 W i s m 140TH S N Fcc o '° ti 72" 7. 12"0 00 PIPE FROM 12" 12" I 6„ It RETENTION li .r% 24 I za col w!;25<- I 1 N A:t7 V z co co a 'n z J v Z ♦ Lu z a Z wIw O ��z 0 O w LO HLO Q D < w 0 a co O &i� z WWJ:�jNV) 000 W w co Ld Ljj O Z (' W > o � a - Q z .z `� < m 0 W o o r o w � O z Lu o � O Zr z � � z� w CD v o V_ Q� ELEV = 931.0'- ELEV =927 8'- 'C14 cV rri -36"-I WEIR ELEVATION INSTALL 6" THICK WEIR WALL W/ WEIR E BOX. = 932.8' V = 932.0' fl :XISTING UNKNOWN SIZE STORMPIPE kSSUMED 15" PIPE. FIELD VERIFY BEFORE CONSTRUCTION SIDE VIEW NOTES: 1. SEAL ALL CONNECTIONS WITH NON -SHRINK GROUT. 2. MIN. #4 BARS @ 12" O.C. EACH WAY (ALL WALLS VERT, HOR & SLAB) 3. INSTALL 6" THICK WEIR WALL W/ #4'S @ 6" E.W., DOWEL WEIR WALL INTO CONCRETE BOX. 4. AFTER EACH MAJOR RAINFALL EVENT OWNER MUST INSPECT WATER QUALITY/DETENTION OUTLET FOR SEDIMENT ACCUMULATION AND REMOVE SEDIMENT IF PRESENT. 51 DETENTION OUTLET DETAIL Cl J SCALE: NOT TO SCALE SYMBOLS LEGEND REFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL. 6 , EXISTING GRADE LINES 6,. i. 36" OO 00 'y �0w LIST ABBREVIATION GRADE NONE w 0 4'x4' CONCRETE INLET WITH CUSTOM TOP LID. ALL CONCRETE TO BE MIN 3,000 PSI AT ` 28 DAYS. ALL STEEL 48" TO BE fy = 60,000 PSI. NOTES: END VIEW 1. INLET CAN BE SUBSTITUTED WITH ROUND EQUIVALENTS. 3141 X W AREA INLET C 1 SCALE: NOT TO SCALE 12" DOME 12"ADAPTERS 931.6' 929.6' 2.4 2.0' " MIN: ARIOUS TYPES OF OUTLETS WITH 'ATERTIGHT ADAPTERS FOR: DS N-12 SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC 4.0' 12" *MAXIMUM RECOMMENDED OVERALL HEIGHT 10' VICINITY MAP U � � HUGO, MN "NO SCALE" i % 1 11 h 150TH ST N e W 149TH STN SITE148 5t N ^NEKP LAKE 41181 DRAIN BASIN DETAIL i I SCALE: NOT TO SCALE pNE CAL� SSP � Sysj, X190 2 �� n ts� \I1 ,A0� J O \Cq�� BEF�R� y 14(N ST N 145TH STN 1457H ST N g 61 W i s m 140TH S N Fcc o '° ti 72" 7. 12"0 00 PIPE FROM 12" 12" I 6„ It RETENTION li .r% 24 I za col w!;25<- I 1 N A:t7 V z co co a 'n z J v Z ♦ Lu z a Z wIw O ��z 0 O w LO HLO Q D < w 0 a co O &i� z WWJ:�jNV) 000 W w co Ld Ljj O Z (' W > o � a - Q z .z `� < m 0 W o o r o w � O z Lu o � O Zr z � � z� w CD v o V_ Q� ELEV = 931.0'- ELEV =927 8'- 'C14 cV rri -36"-I WEIR ELEVATION INSTALL 6" THICK WEIR WALL W/ WEIR E BOX. = 932.8' V = 932.0' fl :XISTING UNKNOWN SIZE STORMPIPE kSSUMED 15" PIPE. FIELD VERIFY BEFORE CONSTRUCTION SIDE VIEW NOTES: 1. SEAL ALL CONNECTIONS WITH NON -SHRINK GROUT. 2. MIN. #4 BARS @ 12" O.C. EACH WAY (ALL WALLS VERT, HOR & SLAB) 3. INSTALL 6" THICK WEIR WALL W/ #4'S @ 6" E.W., DOWEL WEIR WALL INTO CONCRETE BOX. 4. AFTER EACH MAJOR RAINFALL EVENT OWNER MUST INSPECT WATER QUALITY/DETENTION OUTLET FOR SEDIMENT ACCUMULATION AND REMOVE SEDIMENT IF PRESENT. 51 DETENTION OUTLET DETAIL Cl J SCALE: NOT TO SCALE SYMBOLS LEGEND REFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL. a 9.33 EXISTING GRADE LINES N N w 000 NEW SPOT ELEVATIONS OZ) OO 00 'y �0w LIST ABBREVIATION GRADE NONE w 0 933- PROPOSED NEW GRADE LINES metYC SIDEWALK SW CL 0 = w �I Q TOP OF WALL TW 0Z('0 ,�- 00 C/) 00 NEW BUILDING CONSTRUCTION��O p TOP OF CURB TC TOP OF PAVEMENT PVT x� NEW GRADE GD CONCRETE CONC EXISTING TOP OF CURB ETC V R W W EXISTING GRADE EGD 0 NEW POLE SIGN LOCATION V EXISTING PAVEMENT EPVT t/1 V EXISTING SIDEWALK ESW FLOW LINE FL r• � TOP OF BERM TOP O NEW CONCRETE PAVING BLOCK ap ut 0 BENCHMARK: a� o TEMPORARY EROSION CONTROL FENCE THE ELEVATION BENCHMARK UTILIZED FOR Ulm THIS SURVEY IS NEAR THE SOUTHWEST CORNER OF SUBJECT PROPERTY w 'on o ELEV = 937.06' > > SURFACE FLOW ARROW 00 �n us`oo M N 1 r N O 0o OM r.. Ln co N N w 000 ® OZ) OO 00 'y �0w w 0 2 2 ... � o 50 metYC CL 0 = w �I � � N s. w 0Z('0 ,�- 00 C/) 00 w v V R W W Z 0 V t/1 V r• � o a. �..� Mel!o ap ut 0 a� o sr o Ulm 0 w 'on o M s. 1 r DATE: 8-22-14 REVISION DATE: 12-4-14 N O 0o Ln co ® OZ) .F �0w w 0 2 2 CL 0 = w � � N 0Z('0 ,�- 00 C/) 00 N U) 'zt DATE: 8-22-14 REVISION DATE: 12-4-14 e� Steve R. & Linda Cox cv / 14797 Forest Boulevard N Hugo, MN 55038 LOCAL STREET 30 M.P.H. - BITUMINOUS - CITY OF HUGO 33' R -O -W (NORTH PORTION) POSSIBLE EASEMENT (SOUTH PORTION) VARIABLE TRAVEL SURFACE WIDTH 4�� 1 I SITE DEVELOPMENT PLAN C2 SCALE: 1" = 20' 20 O 20 40 (00 REFER TO LANDSCAPE PLANS FOR PLANTINGS GRAPHIC SCALE - FEET TRAIL /BUSINESS EXISTING SHED I M I Gerald K. & Karla J. Mundell ' X ^ 5720 147TH Street North I I Hugo, MN 55038 ' Doc. No. 3767359 ' I CR -3 CENTRAL RESIDENTIAL X I I � I N I d- 5���0 X Ico I I I I —x x x x * z CR -3 CENTRAL RESIDENTIAL SYMBOLS LEGEND REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND co Irb E NEW BUILDING CONSTRUCTION a 4 p Q AREA OF CONCRETE D NEW CONCRETE PARKING BLOCK W NEW LIGHT POLE LOCATION (00 w z NEW FENCE CONSTRUCTION NEW MASONRY ENCLOSURE GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. ALL SITE DIMENSIONS TO THE GUTTER LINE OF CURB, CONCRETE OR PROPERTY LINE UNLESS OTHERWISE NOTED. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND STARTING CONSTRUCTION. C. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. D. REFER TO STRUCTURAL PLANS FOR DEVELOPMENT OF SIDEWALKS ADJACENT TO FOUNDATIONS. E. PRIOR TO INSTALLATION, GENERAL CONTRACTOR TO CONFIRM THAT LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR TO CONTACT THE O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. KEY NOTES: O CONCRETE PAVING: REFER TO DETAIL VC3. 2O NOT USED. O CONCRETE CURB: REFER TO DETAIL 3/C3. 4O CONCRETE SIDEWALK: REFER TO DETAIL 4/C3. O NOT USED. O STEEL BOLLARD: REFER TO DETAIL 6/C3. PROVIDE (2) AT TRASH PAD AND OVERHEAD DOOR, PROVIDE (9) AT SIDEWALK. REFER TO STRUCTURAL PLAN FOR LOCATION. O HANDICAP PARKING SIGN: REFER TO DETAIL VC3. O CONCRETE HANDICAP RAMP: REFER TO DETAIL 9/C3. O HANDICAP PARKING SYMBOL: REFER TO DETAIL 5/C3. 10 HANDICAP ACCESS UNLOADING ZONE: SLOPE 2% MAX. EACH WAY ( ADA COMPLIANT) AND STRIPE AS SHOWN. 11 6'-0" TALL MASONRY ENCLOSURE AND WOOD GATE. REFER TO DETAIL 11/C3. 12 SCREEN FENCE: INSTALL AT 1'-0" FROM PROPERTY LINE. REFER TO DETAIL 12/C3. 13 CONCRETE BUMPER BLOCK: 8"w x 5"h x 6'-0" LONG CONCRETE. ANCHOR TO PAVING WITH (2 ) 1'-6" LONG #4 REBAR (TO SIT LEVEL WITH PAVING). 14 PARKING LOT LIGHTING: REFER TO SITE UTILITIES PLAN FOR LOCATION AND TYPE. 15 LIMITS OF NEW PAVING: MATCH EXISTING PER CITY AND OR STATE STANDARDS. 16 ROLL DOWN CURB: TERMINATE AND ROLL DOWN NEW CURB WHERE INDICATED. ROLL DOWN AT 1:2. 1 BACKLESS BENCH EQUAL TO MODEL PB6 (6'- COLOR TO BE BLACK) BY BELSON OUTDOORS (1-800-323-5664). 18 STRIPING: PROVIDE 4" WIDE PARKING LOT STRIPING AS SHOWN. USE HIGHWAY MARKING PAINT - YELLOW (2 COATS) 19 NOT USED. 20 SIGN LOCATION: SIGN FURNISHED AND INSTALLED BY OWNER. REFER TO SITE UTILITIES PLAN FOR DETAILS. 21 CONCRETE DRIVE APRON: TO BE INSTALLED PER CITY AND OR STATE DESIGN STANDARDS. IF NO STANDARDS PROVIDE CONCRETE PAVING CONSTRUCTION AS SHOWN ON DETAIL VC3. 22 CONCRETE SIDEWALK: TO BE INSTALLED PER CITY AND OR STATE STANDARDS (TO MATCH EXISTING SIDEWALK). 23 DRAINAGE CHANNEL THROUGH SIDEWALK: REFER TO DETAIL 13/C3. DATE: 8-22-14 REVISION 12-4-14 DATE: 1-8-15 L2of5 co Irb E Lm�=o J � N � W m (00 w z N N Gp ri r: r• o C� y D W o U) 00 M O Q C w ILL - W W z � � 3 t/1 � Net o .. 00 GOD a� o 0 0 Z 0 a� w � Lam+ C. ,.. v2 DATE: 8-22-14 REVISION 12-4-14 DATE: 1-8-15 L2of5 N C) 00 L0 CD J W m (00 w z w U) O ri C� =w� I-LLN D W o U) 00 M O Q C ILL - O � � 3 DATE: 8-22-14 REVISION 12-4-14 DATE: 1-8-15 L2of5 N C) 00 L0 CD z of OCA (00 w z w U) O C� =w� I-LLN D O 0 z U) 00 M N 0) DATE: 8-22-14 REVISION 12-4-14 DATE: 1-8-15 L2of5 PROVIDE CONTROL JOINTS AT 12' O.C. (25% SLAB THICKNESS) 5" THICK CONCRETE PAVING WITH 6X6-W1.4XW1.4 WWF (PLACED AT MID HEIGHT OF SLAB) COMPACTED SUB BASE COMPACTED SUB GRADE in - ° °a CONCRETE 1 PAVING SECTION C3 SCALE: 3/4" =I --0" 0 i0 BOLLARD: STANDARD 4" INSIDE DIAMETER STEEL PAINT CUSTOM GREEN MIX BY GLIDDEN. REFER TO EXTERIOR FINISH SCHEDULE. CONCRETE PAD OR SIDEWALK: REFER TO SITE DEVELOPMENT FOR LOCATION AND TYPE. CONCRETE FILL CONCRETE FOOTING "I DIAMETEFZ1 6 STEEL BOLLARD SECTION C3 SCALE: 3/4" = V-0" WATE STAKE ON 10' LINEAL SPACING 2"x2" WOODEN STAKE FILTREXX® SILTSOXXTM -\ (12" • 18" TYPICAL) WORK AREA AREA TO BE PROTECTED FILTREXX® COMPOST SILTSOXXTM FILTREXX@ SILTSOXXTM PLAN VIEW 3%- 4" AREA TO BE PROTECTED 12" ± FILTREXX@ SILTSOXXTM SECTION NOTE: 1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS OR APPROVED EQUAL. 2. SILTSOXXTM COMPOST/JSOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS. 3. SILTSOXXTm DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGER SOCKS PER THE ENGINEER. 4. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. 10 FILTREXX° SI LTSOXXTM C3 SCALE: NTS 2 NOT USED C3 SCALE: N.T.S. 0 (V 0 c� PROVIDE CONTROL JOINTS AT 10' O.C. (25% SLAB THICKNESS) 8" CONCRETE PAVING. 2'-0" Z —3Z NOTE: CONTRACTOR'S OPTION TO POUR co L N w INTEGRAL (MONOLITHIC) CURB AND PAVING. W 0 O WHERE PAVING POURED SEPARATE, o uj O PROVIDE KEY -WAY OR #4 X 1'-0" DOWELS AT g aLU W Q 48" O.C. d" d" h Net 2 W I-yN (3) #4's CONT. W/ 3" MIN. COVER #4 TIE BARS AT 48" O.C. CONCRETE 3 CURB SECTION C3 SCALE: 3/4" = V-0" SIGNAGE: "RESERVED PARKING" EQUAL TO MINNESOTA STATE SPECIFIED SIGNAGE REQUIREMENTS. ATTACH SIGN TO BOLLARDS W/ GALV. MOUNTING BOLTS. AT RIGHT HAND DISCHARGE LOCATION PROVIDE "VAN ACCESSIBLE" SIGNAGE EQUAL TO "BEST" No. SS52. 4'-0" X 1 1/2" DIAMETER GALVANIZED POLE SET INSIDE BOLLARD W/ CONCRETE. BOLLARD: REFER TO DETAIL 6/C3 7 HANDICAP PARKING SIGN C3 SCALE: 3/4" = V-0" 717 7171 GATE FRAME: 1 1/2"x 1 1/2"x 1/8" — — STEEL TUBE OR 2"x 2"x 1/8" ANGLE — — — W/ WELDED JOINTS. PAINT CUSTOM GREEN MIX N. ATTACH HORZ. 2 x 4 TREATED CENTERED ON STL. TUBEING, @ TOP & BOTTOM W/4" x 1/4" GALV. CARRIAGE BOLTS ON OUTSIDE TO RECEIVE FENCE FACE BOARD. 3/4" BENT STL. BAR (BOTH DOORS) (2) 1" I.D. x 2" LONG STL. PIPE WELDED TO FRAME & ALIGNED FOR BENT BAR. BOTTOM OF FENCING 4" ABOVE GRADE CONCRETE PAD 1" HOLE IN PAVM'T W/ MTL. SLEEVE TO RECEIVE STL. BAR (3" DEPTH MIN.) C3 PROVIDE TOOLED CONTROL JOINTS AT 6' O.C. ( 25% SLAB THICKNESS) AND ISOLATION JOINTS AT 24' O.C., UNLESS OTHERWISE NOTED. 4" THICK CONCRETE SIDEWALK W/ 6 X 6 W1.4 x W1.4 WWF COMPACTED SUB BASE COMPACTED SUB GRADE a p 4 CONTROL JOINT CONCRETE 4 SIDEWALK SECTION C3 SCALE: 3/4" = 1'-0" 6" HINGE: TYP. (2) STANLEY BB855 (APF - - - FULL SURFACE HINGE) PHOSF WITH NO HOLES ON ONE SIDE WELDING TO STEEL PIPE. 8 GATE DETA C3 SCALE: N.T.S. N O 1 "X6" TREATED DOG EAR BOARDS IL 4" x 4" x 1/4" STEEL TUBE GROUT FILLED & CAPED W/ CONCRETE. PAINT CUSTOM GREEN MIX BY GLIDDEN. 6" HINGE TYP. (2) STANLEY BB855 (APPLICATION B - FULL SURFACE HINGE) PHOSPHATE WITH NO HOLES ON CID ONE SIDE FOR WELDING TO STEEL PIPE. 0 a a a a a 4 d a4 a a a a 4 4 d FRONT SIDE VIEW / C.0 - �/ c o NOTE: ALL MTL. PARTS PRIMED W/ METAL REFER TO STRUCTURAL PRIMER & PAINTED TO CUSTOM GREEN MIX BY LIDDEN. FOR SECTION d 4 a Li DIAMETER 14'-0" SEAL C.M.U. WITH MIN. (2) COATS O 1 1/2" X 1 1/2" X 1/8" X 4'-0" ENVIROSEAL PBT BY BASF OR EQUAL. LONG '; WELDED TO GATE. SEALER MUST BE INSTALLED PER ALL MANUFACTURER'S RECOMMENDATIONS. 0 3/4" BENT STL. BAR (BOTH DOORS) 6'-0" 3/4" 6'-0" 11 5/8" SINGLE 3'-0" GATE AT HVAC ENCLOSURE TOP VIEW 11 MASONRY ENCLOSURE AND WOOD GATE C3 SCALE: 3/4" = V-0" Y OJ H Q o w 1. SYMBOL TO BE PAINTED (HIGHWAY GRADE) �, YELLOW PER ACCESSIBILITY STANDARDS. —HANDICAP 5 PARKING SYMBOL C3 SCALE: 3/4" = V-0-- PROVIDE -0" PROVIDE DETECTABLE WARNINGS WITH RAISED PATTERN (CAUTION YELLOW COLOR WITH .9" DIA. AND RAISE .02" PER ADAAG 4.7.7) DETECTABLE WARNINGS SHALL — EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMP PER ADAAG 4.7.7 SLOPE 1" IN 1" 9 CONCRETE HANDICAP RAMP C3 SCALE: N.T.S. 8'-0" NAAV ALL FASTENERS TO BE ' GALVANIZE FINISHED DIAMETE / \ 0 0 \ o o / FRONT 12 SCREEN FENCE C3 SCALE: 3/4" = V-0" PROVIDE POST CAPS 1 "X6" CCA TREATED DOG EAR BOARDS ALTERNATE BOARDS ON OPPOSITE SIDES OF FENCE 2" GALV. STEEL PIPE (SCHEDULE 40,13 GAGE) WITH SIMPSON STRONG -TIE PGT2 CONNECTORS FOR ATTACHING FENCE. MINIMUM OF 3 PGT2'S PER PIPE 2"X4" C.C.A. HORIZONTAL RAIL (TYP.) MEMBERS THREE (3) PLACES. PROVIDE (2) 3/8" DIA. WEEP HOLES, TYP. CONCRETE FOOTING SET POLES IN DUMPSTER PAD. J m co 0 0 00Irb� —3Z LIM o 0 L N w o M z.. O Cl) 0 W Z N N Z; O �� Q d" d" h Net 2 W I-yN ae .� OZ60 M � � N (/) d' w w v W W t/1 • e! ci Id 00 '" H 0 a� R w � o = r• c. J m co 0 0 DATE: 8-22-14 REVISION DATE: 12-4-14 N o 07 —3Z LO O Cl) 0 W Z O �� Q C� 2 W I-yN OZ60 M � � N (/) d' COMM # DATE: 8-22-14 REVISION DATE: 12-4-14 THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. SC -740 CHAMBER %-2INCH WASHED, CRUSHED, ANGULAR STONE ADS 601 GEOTEXTILE OR EQUAL PAVEMENT ELEVATIONS VARY. t SEE PLANS. EL 931.3 EL=930.8 EL=928.3' EL=927.8' PIPE CONNECTION TO BOTTOM OF END CAPS. CHAMBERS SHALL MEET ASTM F 2418-05 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS. SC -740 END CAP PAVEMENT ---\ 1 1 V :.i•.. •¢ 'FbR UNPAVED IIV TALLATION WHERE `•ti°:^.'.� :< n n `•• RUTTING FROM VEHICLES MAY OCCUR; : .�%h":-y::a';'INCREASE COVER T0241NCHES :::.:-.,- : MAX.MIN. 30" ON 6" �I � 51 12" MIN. TYP. MIN. THIS CROSS SECTION DETAILS THE REQUIREMENTS NECESSARY TO SATISFY THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR STORMTECH INFORMATION SECTION 12.12 FOR EARTH AND LIVE LOADS USING CALL 1-888-892-2694 STORMTECH CHAMBERS `SEE STORMTECH DESIGN MANUAL so SC -740 TYPICAL CROSS SECTION ACCEPTABLE FILL MATERIALS STORMTECH SC -310 AND SC -740 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO M43 AASHTO M145 COMPACTION/DENSITY INSPECTION PORT WITH SCREW-IN CAP PAVEMENT DESIGNATION DESIGNATION REQUIREMENT @ FILL MATERIAL FROM 18" ANY SOIL/ROCK MATERIALS, NATIVE N/A N/A PREPARE PER ENGINEER'S PLANS. PAVED TO GRADE ABOVE CHAMBERS SOILS OR PER ENGINEER'S PLANS. OUR TECHNICAL SERVICES DEPARTMENT OFFERS 7. INSTALLATIONS MAY HAVE STRINGENT MATERIAL SC740EPE12B CHECK PLANS FOR PAVEMENT 12 in (300 mm) REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION AND PREPARATION REQUIREMENTS. CONTACT OUR TECHNICAL SERVICES REPRESENTATIVE AT SUBGRADE REQUIREMENTS. OF STORMTECH'S INSTALLATION INSTRUCTIONS. 18.40 in (467 Tim) 10.36 in (263 mm) 9.00 in (229 mm) LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE © FILL MATERIAL FOR 6" TO 18" GRANULAR WELL -GRADED 3, 357, 4, 467, A-1 COMPACT IN 6" LIFTS TO A MINIMUM 95% ELEVATION ABOVE CHAMBERS SOIL/AGGREGATE MIXTURES, 5, 56, 57, 6, A-2 STANDARD PROCTOR DENSITY. ROLLER GROSS (24" FOR UNPAVED INSTALLATIONS) -35% FINES. 67, 68, 7, 78, A-3 VEHICLE WEIGHT NOT TO EXCEED 12,000 LBS. INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION 24 in (600 mm) 8, 89, 9, 10 0.10 in (3 mm) DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. © EMBEDMENT STONE SURROUNDING WASHED ANGULAR STONE WITH THE 3, 357, 4, 467, 5, N/A NO COMPACTION REQUIRED AND TO A 6" ELEVATION ABOVE MAJORITY OF PARTICLES BETWEEN 56,57 THE END CAP SHALL BE DESIGNED TO FIT INTO ANY ACROSS OR PARKING OVER THE STORMWATER SYSTEM. CHAMBERS %-2INCH TEMPORARY FENCING, WARNING TAPE AND APPROPRIATELY QA FOUNDATION STONE BELOW WASHED ANGULAR STONE WITH THE 3, 357, 4, 467, N/A PLATE COMPACT OR ROLL TO ACHIEVE A CHAMBERS MAJORITY OF PARTICLES BETWEEN 5, 56, 57 STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT 95% STANDARD PROCTOR DENSITY CONSTRUCTION AREAS. 3/4 - 2 INCH DESIGN (ASPHALT, CONCRETE PAVERS, ETC.): MINIMUM COVER VARIOUS LENGTHS. PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE WASHED CRUSHED ANGULAR. FOR EXAMPLE, THE STONE MUST BE SPECIFIED AS WASHED, CRUSHED, ANGULAR NO. 4 STONE. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE ALL AROUND ANGULAR STONE 3o STORMTECH ACCEPTABLE FILL MATERIALS T 18 96 4" PVC RISER MIN MAX. , , , , , INSPECTION PORT TO BE SC -740 CHAMBER ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE FOR STORMTECH INFORMATION CALL 1-888-892-2694 e STORMTECH INSPECTION PORT DETAIL INSPECTION PORT BY MANUFACTURER SPECIFICATIONS .ASS 1 WOVEN GEOTEXTILE OR EQUAL, BETWEEN FOUNDATION STONE AND CHAMBERS SC -740--5'-6' WIDE STRIP SC -310--4' WIDE STRIP COVER ENTIRE ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL SC -740--8' WIDE STRIP SC -310--5' WIDE STRIP STORMTECH ENDCAP FOR STORMTECH INFORMATION CALL 1-888-892-2694 12" HDP IN - ZMTECH CHAMBERS PLACE MINIMUM 12.5' OF AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OVER BEDDING STONE FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS PIPE CONNECTION TO BOTTOM OF END CAPS. BOTTOM OF CHA ELEVATIOI' BOTTOM OF - STONE ELEV.= 927.9' FOR STORMTECH INFORMATION CALL 1-888-892-2694 SECTION A -A e STORMTECH ELEVATIONS UK KUVV 'C740 rKcrHesKlt H I ED END CAP NOTES: 1. ALL DESIGN SPECIFICATIONS FOR STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE STORMTECH DESIGN MANUAL. 2. THE INSTALLATION OF STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST STORMTECH INSTALLATION INSTRUCTIONS. 3. THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION. CALL 1-888-892-2694 OR VISIT WWW.STORMTECH.COM TO RECEIVE A COPY OF THE LATEST STORMTECH INSTALLATION INSTRUCTIONS. 4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 3 AND SHALL INCLUDE H2O DESIGN TRUCK, IMPACT FACTOR, MULTIPLE PRESENCE, AND LANE LOAD. STORMTECH GENERAL NOTES 1. FLOOR BOX FRAME AND LID W/S.S. 6. CAP SCREW LID CLOSURE D INSPECTION PORT WITH SCREW-IN CAP PAVEMENT "C" CONCRETE T17T71n mm n --7 7TM71n mm `CLASS AASHTO M288 CLASS 2 SC740EPE06B / ` ON WO EN GEOTEXTILE T 18 96 4" PVC RISER MIN MAX. , , , , , INSPECTION PORT TO BE SC -740 CHAMBER ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE FOR STORMTECH INFORMATION CALL 1-888-892-2694 e STORMTECH INSPECTION PORT DETAIL INSPECTION PORT BY MANUFACTURER SPECIFICATIONS .ASS 1 WOVEN GEOTEXTILE OR EQUAL, BETWEEN FOUNDATION STONE AND CHAMBERS SC -740--5'-6' WIDE STRIP SC -310--4' WIDE STRIP COVER ENTIRE ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL SC -740--8' WIDE STRIP SC -310--5' WIDE STRIP STORMTECH ENDCAP FOR STORMTECH INFORMATION CALL 1-888-892-2694 12" HDP IN - ZMTECH CHAMBERS PLACE MINIMUM 12.5' OF AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OVER BEDDING STONE FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS PIPE CONNECTION TO BOTTOM OF END CAPS. BOTTOM OF CHA ELEVATIOI' BOTTOM OF - STONE ELEV.= 927.9' FOR STORMTECH INFORMATION CALL 1-888-892-2694 SECTION A -A e STORMTECH ELEVATIONS UK KUVV 'C740 rKcrHesKlt H I ED END CAP NOTES: 1. ALL DESIGN SPECIFICATIONS FOR STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE STORMTECH DESIGN MANUAL. 2. THE INSTALLATION OF STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST STORMTECH INSTALLATION INSTRUCTIONS. 3. THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION. CALL 1-888-892-2694 OR VISIT WWW.STORMTECH.COM TO RECEIVE A COPY OF THE LATEST STORMTECH INSTALLATION INSTRUCTIONS. 4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 3 AND SHALL INCLUDE H2O DESIGN TRUCK, IMPACT FACTOR, MULTIPLE PRESENCE, AND LANE LOAD. STORMTECH GENERAL NOTES 1. STORMTECH LLC ("STORMTECH") REQUIRES INSTALLING 6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND D CONTRACTORS TO USE AND UNDERSTAND STORMTECH'S THAT THE OUTSIDE DIAMETER OF THE STUB IS PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE T17T71n mm n --7 7TM71n mm LATEST INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SC740EPE06B MOST CURRENT VERSION OF STORMTECH'S INSTALLATION 6 in (150 mm) SYSTEM INSTALLATION. 0.50 in (13 mm) INSTRUCTIONS. 2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS 7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW SC740EPE12B INSTALLATION CONSULTATIONS TO INSTALLING CONTRACTORS. 12 in (300 mm) REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION 1.20 in (30 mm) CONTACT OUR TECHNICAL SERVICES REPRESENTATIVE AT SC 740 OF STORMTECH'S INSTALLATION INSTRUCTIONS. 18.40 in (467 Tim) 10.36 in (263 mm) 9.00 in (229 mm) LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE SC740EPE15B SC 740 15 in (375 mm) A PRE -INSTALLATION CONSULTATION. OUR REPRESENTATIVES 8. THE CONTRACTOR MUST REFER TO STORMTECH'S INSTALLATION SC 740 CAN THEN ANSWER QUESTIONS OR ADDRESS COMMENTS ON N/A INSTRUCTIONS FOR A TABLE OF ACCEPTABLE VEHICLE LOADS AT SC 740 THE STORMTECH CHAMBER SYSTEM AND INFORM THE 19.70 in (500 Tim) in (272 mm) N/A VARIOUS DEPTHS OF COVER. THIS INFORMATION IS ALSO SC740EPE24B INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION 24 in (600 mm) AVAILABLE AT STORMTECH'S WEBSITE: WWW.STORMTECH.COM. 0.10 in (3 mm) REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S _ n � a THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING VEHICLES CONSTRUCTION. CALL 1-888-892-2694 TO SPEAK TO A IQ THAT EXCEED STORMTECH'S REQUIREMENTS FROM TRAVELING uj TECHNICAL SERVICE REPRESENTATIVE OR VISIT THE END CAP SHALL BE DESIGNED TO FIT INTO ANY ACROSS OR PARKING OVER THE STORMWATER SYSTEM. N WWW.STORMTECH.COM TO RECEIVE A COPY OF OUR TEMPORARY FENCING, WARNING TAPE AND APPROPRIATELY INSTALLATION INSTRUCTIONS. co j LOCATED SIGNS ARE COMMONLY USED TO PREVENT CAPPING A CHAMBER THAT HAS ITS LENGTH TRIMMED; Ja0 W (-)X UNAUTHORIZED VEHICLES FROM ENTERING SENSITIVE 3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT CONSTRUCTION AREAS. 2.7 PENETRATING THE SIDEWALLS TO ALLOW FOR LATERAL DESIGN (ASPHALT, CONCRETE PAVERS, ETC.): MINIMUM COVER VARIOUS LENGTHS. IS 18 INCHES NOT INCLUDING PAVEMENT; MAXIMUM COVER IS 9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT aO U 96 INCHES INCLUDING PAVEMENT. FOR INSTALLATIONS THAT -� CONTROL MEASURES TO PROTECT THE STORMWATER SYSTEM Cl)Z DO NOT INCLUDE PAVEMENT, WHERE RUTTING FROM VEHICLES STORMTECH SC -740 SHALL BE 30.0 INCHES TALL, 51.0 DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL CODES Q Lu MAY OCCUR, MINIMUM REQUIRED COVER IS 24 INCHES, U AND DESIGN ENGINEER'S SPECIFICATIONS. ALLOW FOR EQUALIZATION OF AIR PRESSURE BETWEEN ITS MAXIMUM COVER IS 96 INCHES. BE USED TO INLET THE SYSTEM. d - 0 o O z 10. STORMTECH PRODUCT WARRANTY IS LIMITED. SEE CURRENT 4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH u.. PRODUCT WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL THE END CAP SHALL HAVE EXCESS STRUCTURAL CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO ZV. It STORMTECH AT 1-888-892-2694 OR VISIT WWW.STORMTECH.COM. oN THE DESIGN ENGINEER. ; W CHAMBER SHALL BE 85.4 INCHES. 5. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE (FILTER SIZE AT ANY INVERT ELEVATION. 0- r �� FABRIC) MUST BE USED AS INDICATED IN THE PROJECT PLANS. MANHOLE WITI- OVERFLOW WE ECCENTRIC HEADER PLACE MINIMUM 12.5' OF AASHTO M281 CLASS 1 WOVEN GEOTEXTILE OVEF BEDDING STONE FOR SCOUR PROTECTIOf AT ALL CHAMBER INLET ROW: STORMTE PREFABRICA1 7.0 END CF STORMTE ROW MAN CH ISOLATOR TM IFOLD DETAIL STORMTECH ISOLATOR ROW :H CHAMBERS CH INFORMATION kLL1-888-892-2694 ACCEPTS 4" SCH 40 PIPE 'ECTION PORT 301.0" 1 51" 90.7" ACTUAL LENGTH NOMINAL CHAMBER SPECIFICATIONS SIZE (W x H x INSTALLED LENGTH) - CHAMBER STORAGE - MINIMUM INSTALLED STORAGE - WEIGHT - STUBS AT TOP OF END CAP FOR PARTS NUMBERS ENDING WITH "T" A� 51.0" x 30.0" x 85.4" 45.9 CUBIC FEET 74.9 CUBIC FEET 75 LBS. STUBS AT BOTTOM OF END CAP FOR PARTS NUMBERS ENDING WITH "B" PIPE CONNECTION TO BOTTOM OF END CAPS. PART# CHAMBER PIPE SIZE A B C D LIES BELOW THE BOTTOM OF THE END CAP THAT THE OUTSIDE DIAMETER OF THE STUB IS In mm 7 T17T71n mm n --7 7TM71n mm II SC740EPE06B SC 740 6 in (150 mm) 10.90 in (277 mm) 3.85 in (98 mm) N/A 0.50 in (13 mm) SC740EPE12T SC 740 12 in (300 mm) 14.70 in (373 mm) 7.70 in (196 mm) 12.50 in (318 mm) N/A SC740EPE12B SC 740 12 in (300 mm) 14.70 in (373 mm) 7.70 in (196 mm) N/A 1.20 in (30 mm) SC740EPE15T SC 740 15 in (375 mm) 18.40 in (467 Tim) 10.36 in (263 mm) 9.00 in (229 mm) N/A SC740EPE15B SC 740 15 in (375 mm) 18.40 in (467 mm)10.36 in (263 mm) N/A 1.30 in (33 mm) SC740EPE18T SC 740 18 in (460 mm) 19.70 in (500 Tim) 10.72 in (272 mm) 5.00 in (127 mm) N/A SC740EPE18B SC 740 18 in (460 mm) 19.70 in (500 Tim) in (272 mm) N/A 1.60 in (41 mm) SC740EPE24B SC 740 24 in (600 mm) 18.50 in (470 mm) 9.45 in (240 mm) N/A 0.10 in (3 mm) NOTE: ALL DIMENSIONS ARE NOMINAL * FOR THE SC740EPE24B THE 24" STUB ALL STUBS, EXCEPT FOR THE SC740EPE24B 2.13 THE CHAMBER SHALL BE MANUFACTURED IN AN ISO ARE PLACED AT BOTTOM OF END CAP SUCH LIES BELOW THE BOTTOM OF THE END CAP THAT THE OUTSIDE DIAMETER OF THE STUB IS APPROXIMATELY 1.75". BACKFILL MATERIAL FLUSH WITH THE BOTTOM OF THE END CAP. II FOR ADDITIONAL INFORMATION CONTACT SHOULD BE REMOVED FROM BELOW THE STORMTECH AT 1-888-892-2694. N-12 STUB SO THAT THE FITTING SETS LEVEL. F� TECHNICAL DETAILS STORMTECH PRODUCT SPECIFICATIONS STORMWATER CHAMBER SPECIFICATIONS Chambers shall be StormTech SC -740, SC -310 or approved equal. 1. Chambers shall conform to the requirements of ASTM F2418-05, "Standard Specification for Polypropylene (PP) Corrugated Wall Stormwater Collection Chambers". 2. Chamber rows shall provide continuous, unobstructed internal space with no internal support panels. 3. The structural design of the chambers, the structural backfill and the installation requirements shall ensure that the safety factors specified in the AASHTO LRFD Bridge Design Specifications, Section 12.12 are met for: 1) long -duration dead loads and 2) short -duration live loads, based on the AASHTO Design Truck with consideration for impact and multiple vehicle presences. 4. Only chambers that are approved by the engineer will be allowed. The contractor shall submit (3 sets) of the following to the engineer for approval before delivering chambers to the project site: a. A structural evaluation by a registered structural engineer that demonstrates that the safety factors specified in the AASHTO LRFD Bridge Design Specifications, Section 12.12 are met. The 50 -year creep modulus data specified in ASTM 2418-05 must be used as part of the AASHTO structural evaluation to verify long-term performance. b. A certification by the manufacturer that the chambers are in accordance with ASTM F2418-05. 5. Chambers shall be produced at an ISO 9001 certified manufacturing facility. 6. All design specifications for chambers shall be in accordance with the manufacturer's latest design manual. 7. The installation of chambers shall be in accordance with the manufacturer's latest installation instructions. 1.0 GENERAL 2.6 THE NOMINAL STORAGE VOLUME OF A JOINED STORMTECH 2.13 THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 1.1 CV SC -740 CHAMBER SHALL BE 74.9 CUBIC FEET PER II II 9001:2000 CERTIFIED FACILITY. II CD a CHAMBER WHEN INSTALLED PER STORMTECH'S TYPICAL THE RUNOFF FROM THE REQUIRED WATER QUALITY RAIN II EVENT. CHAMBERS ARE INTENDED TO BE FLAT, NO SLOPE, LO � v LO DETAILS (INCLUDES THE VOLUME OF CRUSHED ANGULAR 3.0 END CAP PARAMETERS II v STONE WITH AN ASSUMED 40% POROSITY). THIS EQUATES 3.1 THE END CAP SHALL BE INJECTION MOLDED OF ON SHEET C1. Z aO TO 2.2 CUBIC FEET OF STORAGE/SQUARE FOOT OF BED. DETENTION OUTLET II POLYPROPYLENE RESIN TO BE INHERENTLY RESISTANT STRUCTURE. REFER TO II CHAMBERS DETAIN AND ALLOW FOR THE METERED THE NOMINAL STORAGE VOLUME OF AN INSTALLED RECOMMENDATIONS. CONTACT STORMTECH FOR TO ENVIRONMENTAL STRESS CRACKING, AND TO FURTHER DETAILS. = J d W STORMTECH SC -310 CHAMBER SHALL BE 31.0 CUBIC FEET AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 3 AND SHALL INCLUDE H2O MAINTAIN ADEQUATE STIFFNESS THROUGH HIGHER . O r` z 0 W 00 PER CHAMBER WHEN INSTALLED PER STORMTECH'S TEMPERATURES EXPERIENCED DURING INSTALLATION 2.0 LID (O J TYPICAL DETAILS (INCLUDES THE VOLUME OF CRUSHED W AND SERVICE. 2.1 _ n � a ANGULAR STONE WITH AN ASSUMED 40% POROSITY). THIS IQ O uj 3.2 THE END CAP SHALL BE DESIGNED TO FIT INTO ANY N z O CORRUGATION OF A CHAMBER, WHICH ALLOWS: ti LO co j CAPPING A CHAMBER THAT HAS ITS LENGTH TRIMMED; Ja0 W (-)X W SEGMENTING ROWS INTO STORAGE BASINS OF E 2.7 PENETRATING THE SIDEWALLS TO ALLOW FOR LATERAL VARIOUS LENGTHS. W Z < aO U THE NOMINAL CHAMBER DIMENSIONS OF THE -� 3.3 Cl)Z STORMTECH SC -740 SHALL BE 30.0 INCHES TALL, 51.0 2.8 THE CHAMBER SHALL HAVE TWO ORIFICES NEAR ITS TOP TO Q Lu m U N ALLOW FOR EQUALIZATION OF AIR PRESSURE BETWEEN ITS a= BE USED TO INLET THE SYSTEM. d - 0 o O z 0 O u.. I^ L, ) THE END CAP SHALL HAVE EXCESS STRUCTURAL LID ZV. It zM� oN __.) Ir- ; W CHAMBER SHALL BE 85.4 INCHES. p O < SIZE AT ANY INVERT ELEVATION. 0- r �� STORMWATER CHAMBER SPECIFICATIONS Chambers shall be StormTech SC -740, SC -310 or approved equal. 1. Chambers shall conform to the requirements of ASTM F2418-05, "Standard Specification for Polypropylene (PP) Corrugated Wall Stormwater Collection Chambers". 2. Chamber rows shall provide continuous, unobstructed internal space with no internal support panels. 3. The structural design of the chambers, the structural backfill and the installation requirements shall ensure that the safety factors specified in the AASHTO LRFD Bridge Design Specifications, Section 12.12 are met for: 1) long -duration dead loads and 2) short -duration live loads, based on the AASHTO Design Truck with consideration for impact and multiple vehicle presences. 4. Only chambers that are approved by the engineer will be allowed. The contractor shall submit (3 sets) of the following to the engineer for approval before delivering chambers to the project site: a. A structural evaluation by a registered structural engineer that demonstrates that the safety factors specified in the AASHTO LRFD Bridge Design Specifications, Section 12.12 are met. The 50 -year creep modulus data specified in ASTM 2418-05 must be used as part of the AASHTO structural evaluation to verify long-term performance. b. A certification by the manufacturer that the chambers are in accordance with ASTM F2418-05. 5. Chambers shall be produced at an ISO 9001 certified manufacturing facility. 6. All design specifications for chambers shall be in accordance with the manufacturer's latest design manual. 7. The installation of chambers shall be in accordance with the manufacturer's latest installation instructions. 1.0 GENERAL 2.6 THE NOMINAL STORAGE VOLUME OF A JOINED STORMTECH 2.13 THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 1.1 STORMTECH CHAMBERS ARE DESIGNED TO CONTROL SC -740 CHAMBER SHALL BE 74.9 CUBIC FEET PER II II 9001:2000 CERTIFIED FACILITY. II STORMWATER RUNOFF. AS A SUBSURFACE RETENTION CHAMBER WHEN INSTALLED PER STORMTECH'S TYPICAL THE RUNOFF FROM THE REQUIRED WATER QUALITY RAIN II EVENT. CHAMBERS ARE INTENDED TO BE FLAT, NO SLOPE, SYSTEM STORMTECH CHAMBERS RETAIN AND ALLOW DETAILS (INCLUDES THE VOLUME OF CRUSHED ANGULAR 3.0 END CAP PARAMETERS II EFFECTIVE INFILTRATION OF WATER INTO THE SOIL. AS STONE WITH AN ASSUMED 40% POROSITY). THIS EQUATES 3.1 THE END CAP SHALL BE INJECTION MOLDED OF ON SHEET C1. A SUBSURFACE DETENTION SYSTEM, STORMTECH TO 2.2 CUBIC FEET OF STORAGE/SQUARE FOOT OF BED. DETENTION OUTLET II POLYPROPYLENE RESIN TO BE INHERENTLY RESISTANT STRUCTURE. REFER TO II CHAMBERS DETAIN AND ALLOW FOR THE METERED THE NOMINAL STORAGE VOLUME OF AN INSTALLED RECOMMENDATIONS. CONTACT STORMTECH FOR TO ENVIRONMENTAL STRESS CRACKING, AND TO FURTHER DETAILS. FLOW OF WATER TO AN OUTFALL. STORMTECH SC -310 CHAMBER SHALL BE 31.0 CUBIC FEET AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 3 AND SHALL INCLUDE H2O MAINTAIN ADEQUATE STIFFNESS THROUGH HIGHER gST STORMTECH SC -740 PER CHAMBER WHEN INSTALLED PER STORMTECH'S TEMPERATURES EXPERIENCED DURING INSTALLATION 2.0 CHAMBER PARAMETERS TYPICAL DETAILS (INCLUDES THE VOLUME OF CRUSHED W AND SERVICE. 2.1 THE CHAMBER SHALL BE INJECTION MOLDED OF ANGULAR STONE WITH AN ASSUMED 40% POROSITY). THIS IQ POLYPROPYLENE RESIN TO BE INHERENTLY RESISTANT EQUATES TO 1.3 CUBIC FEET OF STORAGE/SQUARE FOOT 3.2 THE END CAP SHALL BE DESIGNED TO FIT INTO ANY TO ENVIRONMENTAL STRESS CRACKING (ESCR), AND TO OF BED. CORRUGATION OF A CHAMBER, WHICH ALLOWS: MAINTAIN ADEQUATE STIFFNESS THROUGH HIGHER CAPPING A CHAMBER THAT HAS ITS LENGTH TRIMMED; TEMPERATURES EXPERIENCED DURING INSTALLATION THE CHAMBER SHALL HAVE FORTY-EIGHT ORIFICES SEGMENTING ROWS INTO STORAGE BASINS OF AND SERVICE. 2.7 PENETRATING THE SIDEWALLS TO ALLOW FOR LATERAL VARIOUS LENGTHS. CONVEYANCE OF WATER. 2.2 THE NOMINAL CHAMBER DIMENSIONS OF THE 00 O �r 3.3 THE END CAP SHALL HAVE SAW GUIDES TO ALLOW EASY STORMTECH SC -740 SHALL BE 30.0 INCHES TALL, 51.0 2.8 THE CHAMBER SHALL HAVE TWO ORIFICES NEAR ITS TOP TO CUTTING FOR VARIOUS DIAMETERS OF PIPE THAT MAY H INCHES WIDE AND 90.7 INCHES LONG. THE NOMINAL ALLOW FOR EQUALIZATION OF AIR PRESSURE BETWEEN ITS a= BE USED TO INLET THE SYSTEM. CHAMBER DIMENSIONS OF THE STORMTECH SC -310 INTERIOR AND EXTERIOR. SHALL BE 16.0 INCHES TALL, 34.0 INCHES WIDE AND 90.7 u.. 3.4 THE END CAP SHALL HAVE EXCESS STRUCTURAL W INCHES LONG. THE INSTALLED LENGTH OF A JOINED 2.9 THE CHAMBER SHALL HAVE BOTH OF ITS ENDS OPEN TO ADEQUACIES TO ALLOW CUTTING AN ORIFICE OF ANY � CHAMBER SHALL BE 85.4 INCHES. ALLOW FOR UNIMPEDED HYDRAULIC FLOWS AND VISUAL Pr SIZE AT ANY INVERT ELEVATION. INSPECTIONS DOWN A ROW'S ENTIRE LENGTH. 2.3 THE CHAMBER SHALL HAVE A CONTINUOUSLY CURVED 3.5 THE PRIMARY FACE OF AN END CAP SHALL BE CURVED SECTION PROFILE. 2.10 THE CHAMBER SHALL HAVE 14 CORRUGATIONS. OUTWARD TO RESIST HORIZONTAL LOADS GENERATED NEAR THE EDGES OF BEDS. 2.4 THE CHAMBER SHALL BE OPEN -BOTTOMED. 2.11 THE CHAMBER SHALL HAVE A CIRCULAR, INDENTED, FLAT SURFACE ON THE TOP OF THE CHAMBER FOR AN OPTIONAL 3.6 THE END CAP SHALL BE MANUFACTURED IN AN ISO 2.5 THE CHAMBER SHALL INCORPORATE AN OVERLAPPING 4 -INCH INSPECTION PORT OR CLEAN-OUT. 9001:2000 CERTIFIED FACILITY. CORRUGATION JOINT SYSTEM TO ALLOW CHAMBER ROWS OF ALMOST ANY LENGTH TO BE CREATED. THE 2.12 THE CHAMBER SHALL BE ANALYZED AND DESIGNED USING OVERLAPPING CORRUGATION JOINT SYSTEM SHALL BE AASHTO METHODS FOR THERMOPLASTIC CULVERTS EFFECTIVE WHILE ALLOWING A CHAMBER TO BE CONTAINED IN THE LRFD BRIDGE DESIGN SPECIFICATIONS, TRIMMED TO SHORTEN ITS OVERALL LENGTH. 2ND EDITION, INCLUDING INTERIM SPECIFICATIONS THROUGH 2001. DESIGN LIVE LOAD SHALL BE THE AASHTO HS20 TRUCK. DESIGN SHALL CONSIDER EARTH AND LIVE LOADS AS APPROPRIATE FOR THE MINIMUM TO MAXIMUM SPECIFIED DEPTH OF FILL. 24 SC -740 STORMTECH CHAMBERS 1�_IMATCIRIRQW I I II II II PROPOSEDLAYOUT II (6) SC -740 END CAPS; (24) SC -740 CHAMBERS STORAGE PER CHAMBER (6" STONE BASE): 74.9 CF I TOTAL SYSTEM STORAGE (INCLUDES PERIMETER STONE): 1,797.6 CF II II STORMTECH CHAMBER NARRATIVE: II STORMTECH CHAMBERS ARE DESIGNED TO FULLY CONTAIN II THE RUNOFF FROM THE REQUIRED WATER QUALITY RAIN II EVENT. CHAMBERS ARE INTENDED TO BE FLAT, NO SLOPE, II TO PROMOTE INFILTRATION AND GROUND WATER � � N o(DC\I RECHARGE. LARGER STORM EVENTS PASS THROUGH II SYSTEM AND TO EXISTING STORM SYSTEM. �z00 co REFER TO STORMWATER CALCULATIONS W" ON SHEET C1. I s.. w DETENTION OUTLET II *NUMBER OF INSPECTION PORTS AND THEIR STRUCTURE. REFER TO II LOCATIONS TO BE DETERMINED PER MANUFACTURERS SHEET C1 FOR DETAILS. I) RECOMMENDATIONS. CONTACT STORMTECH FOR 1 FURTHER DETAILS. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 3 AND SHALL INCLUDE H2O DESIGN TRUCK, IMPACT FACTOR, MULTIPLE PRESENCE, AND LANE LOAD. gST STORMTECH SC -740 CHAMBER LAYOUT 00 L LIM %W Lft N v 1 N O 00 LOO O M N N C� �0W Oo 00 Z ~ 2 d"ID ti tr = 2 LU � � N o(DC\I 5o p �z00 co W" N (n d' s.. w h C� M.4 V cc W W IQ x i••l E d' _Leb GO* 00 O �r Z H a= � R H u.. W 'QA O � Pr O 1 N O 00 LOO DATE: 8-22-14 REVISION DATE: 12-4-14 z 0� 0D �0W w-0 ~ 2 d"ID = 2 LU � � N o(DC\I �z00 co M � r N (n d' DATE: 8-22-14 REVISION DATE: 12-4-14 30" DRAIN BASIN DUCTILE IRON FRAME ND GRATE INLET AND OUTLET ADAPTERS AVAILABLE 24" JARIOUS TYPES OF OUTLETS KITH WATERTIGHT ADAPTERS -OR: ADS N-12 SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC ARIES VARIABLE INVERT HEIGHT + VARIABLE OVERALL 1211 HEIGHT *(2) 1 *(2)MAXIMUM SUMP RECOMMENDED OVERALL HEIGHT 10' 'I 130" NYLOPLAST DRAIN C5 f SCALE: NOT TO SCALE n VICINITY MAP UHUGO, MN "NO SCALE" 7,_ Q f 0 2 S _ 9 i m a h �d 1507H ST N W 149TH ST N SITE 148 5t N LAKE ONEKP 1477H ST N FRENCHMAN RD N 145TH STN 145TH ST N g 61 W 2 S m 140TH S N Fcc o p° ti 72"�I _. ...... ------ _._._._._._._._._..: 'Reilly Auto Parts %m a ! Linda 1n 14M Famd BaAmwd N" C-1 CRUK Nam EM NAM F sm - CO 01WE IL= - No esti FK -kms HT -W 14 7TH STREET N. i LOCAL STREET - 30 M.P.H. - BITUMINOUS - CITY OF HUGO / - 3" R -O -VY NORTH PORTION POS9ITLE EASEMENT I (SOUTH PORTION) VARIABLE TRAVEL SURFACE WIDTH Oi- Z � TRUCK TURNING EXHIBIT C5 ) SCALE: NOT TO SCALE � 1- . — f ,m. i Emm so } { Qw* K. & Wo ,L "M Sm 19m SMA NW& Hupo� lAl � Qoa Na fCR -3 Waft FESDOM J a� z c Oz � w W W a z aZ 0 L m U 1 r J m z LLJ 0 0(,D LL -Z3 0 [L7=3 a Q O M r.. N N G; CD N 2 •� ti N C wcno Z J Net L, YC �I =w� w J v C/) 00 L %c Lu Z w C~ v V ' o a SCC U) w V x a' 0 o 00 Z Lu • ,d W J � O z Q d m&i sr o z J N O V) GC W 'QA rte/ j LW M s. ti O LL M w z a iY W > U) o U (nQ . z 0 CN � m O p LU z w W O O z� D L0 � z� w � o O Q� mIlk--- of 0 1 r J m z LLJ 0 0(,D LL -Z3 0 [L7=3 a Q O M r.. N N G; z� GO 00 'y •� ti N C wcno Net YC �I =w� w � � N 0Z(.0 C/) 00 L %c N (n lzt A C~ v V R SCC V x a' • ,d W � �..i Nd o0 Leb 'o 0 rdon sr o 0 w GC W 'QA o M s. ti 1 r J m z LLJ 0 0(,D LL -Z3 0 [L7=3 a Q DATE: 5-22-14 REVISION DATE: 12-4-14 C5 of 5 N O 00 L0 co z� ® •� �0w wcno �-2_ CL0� =w� � � N 0Z(.0 C/) 00 m�� N (n lzt DATE: 5-22-14 REVISION DATE: 12-4-14 C5 of 5 LANDSCAPE PLAN SCALE: I" = 20' 20 O 20 40 (v0 C-RAPH I G SCALE — FEET C+.- R R, 1 ;. H , r - 147TH STREETr- 147T No LOCAL STREET 30 M.P.H. — BITUMINOUS — CITY OF HUGO 33' R—O—W (NORTH PORTION) POSSIBLE EASEMENT (SOUTH PORTION) VARIABLE TRAVEL SURFACE WIDTH C-1 CI]NTRAL /BUSINESS CR -3 CENTRAL RESIDENTIAL OVERSTORY DECIDUOUS TREE CONIFEROUS TREE ORNAMENTAL TREE DECIDUOUS SHRUB CONIFEROUS SHRUB ORNAMENTAL TREE DECIDUOUS SHRUB NATIVE GRASS CONIFEROUS SHRUB NOTE: STORMWATER COLLECTION AND STORMTECH SYSTEM SHOWN FOR REFERENCE ONLY FOR PLANTING COORDINATION. REFER TO SHEET C1 FOR ADDITIONAL INFORMATION. EXISTING SHED CY) I Gerald K. & Karla J. Mundell 5720 147TH Street North I Hugo, MN 55038 Doc. No. 3767359 ICR -3 CENTRAL RESIDENTIAL I I I I I I I I x x x x* z PLANTING SCHEDULE REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. ALL PLANTINGS MAY BE SUBSTITUTED DUE TO REGION OR LOCAL REQUIREMENTS IF NECESSARY SYMBOL COMMON NAME BOTANICAL NAME QUANTITY SIZE @ PLANTING SIZE @ MATURITY DETAIL 0 RED MAPLE AGER RUBRUM 7 2 1/2" CALIPER MIN. 40'-60' TALL 3/1_2 MULCH (COLOR TO BE APPROVED BY O'REILLY REPRESENTATIVE) OO(0 •l�= NORWAY SPRUCE PICEA ABIES 4 6' TALL MIN. 40'-50' TALL 5/1_2 SLOPE TO BE PROVIDED WITH SOD. REFER. TO GRADING PLAN O NEW CONCRETE PAVING BLOCK NEW LIGHT POLE LOCATION NEW FENCE CONSTRUCTION CRABAPPLE MALUS'ADIRONDACK' 4 1 1/2" CALIPER MIN. 15TALL 5/1_2 AREA OF NEW TREE BERBERIS THUNBERGII REFER TO PLANTING SCHEDULE FOR SIZE AND TYPE /D CRIMSON PYGMY ATROPUPUREA 10 #3 CONTAINER 2.5' TALL 5/1_2 'CRIMSON PYGMY' (3 GALLON) ^ ^y_ KOREAN LITTLELEAF PRUNUS X CISTENA 14 #5 CONTAINER 2.5' TALL 5/1_2 BOXWOOD (5 GALLON) GATEWAY FEATURE LANDSCAPING GRAY DOGWOOD CORNUS RACEMOSA 4 1 1/2" CALIPER MIN. 10' TALL 5/1_2 WESTERN SAND CHERRY PRUNUS BESSEYI 14 #5 CONTAINER 3' TALL 5/1_2 (5 GALLON) BOTTLEBRUSH GRASS HYSTRIX PATULA20 #3 CONTAINER 3.5' TALL 5/1_2 (3 GALLON) BUXUS SINICA VAR. INSULARIS GOLDEN GLOBE ARBORVITAE X B. SEMPERVIRENS 'GREEN 18 #3 CONTAINER 2.5' TALL 5/1_2 VELVET' (3 GALLON) GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS B. SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. C. REFER TO CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS D. ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS. CONFORM TO REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OF NURSERY STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS. E. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CANNOT BE OBTAINED. F. PLANT LOCATIONS ARE APPROXIMATE. ADJUST AS NECESSARY TO AVOID CONFLICTS. G. QUANTITIES OF MATERIALS SHOWN ON LANDSCAPING PLAN TAKE PRECEDENCE OVER QUANTITIES SHOWN ON PLANTING SCHEDULE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES ON LANDSCAPING PLAN. H. PROVIDE 4" TOPSOIL AT ALL SOD, SEED AND PLANTING AREAS. GRADE SHALL BE ADJUSTED FOR SOD THICKNESS. REFER TO CIVIL SITE GRADING PLAN FOR SLOPE REQUIREMENTS. I. WHEN CLAY SOIL IS ENCOUNTERED IN THE ESTABLISHMENT OF THE LAWN OR THE INSTALLATION OF PLANT MATERIAL IT SHALL BE IMPROVED IN ACCORDANCE WITH STANDARD TRADE PRACTICE. J. REESTABLISH TURF IN AREAS DISTURBED BY GRADING OR UTILITY TRENCHING IN THE RIGHT-OF-WAY. K. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. L. PRIOR TO INSTALLATION, GENERAL CONTRACTOR TO CONFIRM THAT LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR TO CONTACT THE O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. KEY NOTES: O HYDRO MULCH / SEED AND STRAW: ( UNLESS NOTED OTHERWISE) ALL AREAS DISTURBED BY CONSTRUCTION ARE FIRST TO BE FINE GRADED AND THEN FOLLOWED BY HYDRO MULCH OR SEED AND STRAW OVER MIN. 4" TOPSOIL STOCKPILED FROM SITE OR HAULED IN AS REQUIRED. O2 AREA OF SOD: REFER TO DETAIL 112. OSHREDDED CYPRESS MULCH: REFER TO DETAIL 2/L2. O EXISTING TREE TO REMAIN. PROTECT AS REQUIRED. LANDSCAPE SYMBOLS LEGEND REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND NEW BUILDING CONSTRUCTION 0 O� AREA OF CONCRETE co Z AREA OF SHREDDED CYPRESS MULCH (COLOR TO BE APPROVED BY O'REILLY REPRESENTATIVE) OO(0 - _ cZo0 co r1L AREA OF SOD Zi- N (n "Zi - - LAWN AREA WHICH EXCEEDS 25% SLOPE TO BE PROVIDED WITH SOD. REFER. TO GRADING PLAN O NEW CONCRETE PAVING BLOCK NEW LIGHT POLE LOCATION NEW FENCE CONSTRUCTION NEW MASONRY ENCLOSURE AREA OF NEW TREE REFER TO PLANTING SCHEDULE FOR SIZE AND TYPE AREA OF NEW SHRUB REFER TO PLANTING SCHEDULE FOR SIZE AND TYPE =_61 FL= c? m FC —0m N O 00 O z� 0 O� OD co Z 2 W (.0 OO(0 cZo0 co r1L Zi- N (n "Zi - DATE: 5-22-14 REVISION 12-4-14 DATE: 1-5-15 L1 0f 3 REFER TO SITE GRADING PLAN FOR SLOPE. PLACE THREE PINS EVERY 2'-0", SPACING _ EQUALLY. SOD SHALL BE COMPOSED OF TWO VARIETIES MINIMUM OF FESCUE GRASS. SUBGRADE 1 I SODDING WITH PINS L2 I SCALE: 3/4" = V-0" TWO STRANDS OF WIRE 1 " X 4" X 10" WHITE WOOD FLAG REFER TO LANDSCAPE PLAN — FOR GROUND COVER TYPE AND LOCATIONS. PROVIDE 3" SHREDDED CYPRESS MULCH OVER BLACK VISQUEEN VAPOR BARRIER EXTENTS OF PLANTING / BERM TO HOLD WATER PLANTING: REFER TO PLANTING SCHEDULE FOR TYPE. SET TREE LEVEL AND PLUM. STRAIGHTEN AFTER SETTLEMENT IF NEEDED. ENCASE WIRE AROUND TRUNK IN BLACK RUBBER. MOVE UP ABOVE EQUAL TO 1/2 TC 1/3 OF THE HEIGHT OF TREE. � J TWO STRANDS OF WIRE —T 7 — _ TRUNK WRAP � I SET TREE WITH TOP 1/3 OF ROOT ABOVE FINISH GRADE. 2" X 2" X 10" WOOD STAKES BURY BELOW FINISH GRADE r� LAWN DECIDUOUS :3] TREE PLANTING L2 I SCALE: 3/4" = 1'-0" PREPARED PLANTING MIXTURE. I COMPACTED PLANTING i SUB GRADE TREES 6'-0" IN HEIGHT OR LESS SHALL BE STAKED PREPARED PLANTING MIXTURE. EXTENTS OF PLANTING BERM TO HOLD WATER TREES TALLER THAN T-0" MUST BE TIED. 3" SHREDDED CYPRESS MULCH OVER BLACK VISQUEEN VAPOR BARRIER. -- LAWN 4" BLACK POLY VINYL EDGING nnuLcH :2] LANDSCAPE FABRIC L2 ' SCALE: 3/4" = V-0" REFER TO LANDSCAPE PLAN — FOR GROUND COVER TYPE AND LOCATIONS. PROVIDE 3" SHREDDED CYPRESS MULCH OVER BLACK VISQUEEN VAPOR BARRIER III -III III II 11III=III I Illllllllll - - 1111111 -1I II I I=1I I_I IIIA I� -I 1I- 4 � SHRUB PLANTING L2 J SCALE: 3/4" = 1'-0" PLANTING: REFER TO PLANTING SCHEDULE FOR TYPE 4" BLACK POLY VINYL EDGING LAWN -III-1IIII-III I II Ii - 1 PREPARED PLANTING MIXTURE.LAWN SUB GRADE ui � � I O Lu 22 I O / EVERGREEN 75] TREE PLANTING L2 j SCALE: 3/4" = 1'-0" GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. PLANTING: REFER TO PLANTING SCHEDULE FOR TYPE. SET TREE LEVEL AND PLUM. STRAIGHTEN AFTER SETTLEMENT IF NEEDED. ENCASE WIRE AROUND TRUNK IN BLACK RUBBER. MOVE UP ABOVE EQUAL TO 1/2 TO 1/3 OF THE HEIGHT OF TREE. SET TREE WITH TOP 1/3 OF ROOT ABOVE FINISH GRADE. REFER TO LANDSCAPE PLAN FOR GROUND COVER TYPE AND LOCATIONS. PROVIDE 3" SHREDDED CYPRESS MULCH OVER BLACK VISQUEEN VAPOR BARRIER 2" X 2" X 10" WOOD STAKES BURY BELOW FINISH GRADE LAWN I I I II II II I�I I L I I i- I III III I III IIS III Ili PREFERRED SOIL COMPACTED PLANTING SUB GRADE DATE: 8-22-14 REVISION DATE: L2 of 3 GO L T o 0 �!9 N O M O� OO s. N N w O O O 00 0� ,�• G� ti ti = C C4 = w (.C) Net O - H O L Net N U) a� v • met r• � wee o0 cdop.1� �o W2 0 ea ;� w �oA O M s. ti O .-- rwl.� DATE: 8-22-14 REVISION DATE: L2 of 3 N 0 00 co O� OO U) Ow oz C C4 = w (.C) > O O cz� N U) DATE: 8-22-14 REVISION DATE: L2 of 3 co aN I I 1 1 C+.— R R, I ;-An 0— 14 7TH STREET N. LOCAL STREET 30 M.P.H. - BITUMINOUS - CITY OF HUGO 33' R -O -W (NORTH PORTION) POSSIBLE EASEMENT (SOUTH PORTION) VARIABLE TRAVEL SURFACE WIDTH 4�� 1 I IRRIGATION COVERAGE PLAN L3 I SCALE: 1" = 20' 20 O 20 AO X00 ORAPHIG SCALE - FEET REFER TO LANDSCAPE PLANS FOR PLANTINGS C-1 CI]NTRAL /BUSINESS V v v vvv J v v v vvv vlvv vv � v v v v J v V v 7 v �y v 7 v qqq// CR -3 CENTRAL RESIDENTIAL EXISTING SHED M I Gerald K. & Karla J. Mundell 5720 147TH Street North I Hugo, MN 55038 Doc. No. 3767359 ICR -3 CENTRAL RESIDENTIAL I I I I I I I I GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. C. PRIOR TO INSTALLATION, GENERAL CONTRACTOR TO CONFIRM THAT LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR TO CONTACT THE O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. COVERAGE DETAIL: 1. IRRIGATION HEAD SHALL BE PLACED TO PROVIDE 100% OVERLAP HEAD-TO-HEAD COVERAGE. 2. A RAIN SENSOR AND ANTI -FREEZE ASSEMBLY SHALL BE INSTALLED ON IRRIGATION SYSTEM. 3. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE AND OPERABLE SYSTEM FOR THE IRRIGATION OF ALL LANDSCAPE PLANTING(S) AND DESIRED COVERAGE AREAS ON SITE. 4. THE IRRIGATION CONTRACTOR IS FULLY RESPONSIBLE FOR THE WORK UNTIL OWNER GIVES FINAL ACCEPTANCE. 5. NO WATER TO BE SPRAYED ON SIDEWALK, PARKING LOT, ROAD OR ADJACENT PROPERTY. ADJUST ARC AND RADIUS OF REQUIRED SPRINKLERS AS NEEDED. 6. ALL CIRCUIT PIPE IS TO BE CLASS 160 PVC OR HIGHER GRADE. 7. ALL MAIN FITTINGS SHALL BE REINFORCED WITH 2000PSI POURED CONCRETE THRUST BLOCKS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING THE REQUIRED SYSTEM IN COMPLETE ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, AND LAWS. ANY MODIFICATION MADE AFTER INSTALLATION TO CONFORM WITH SAID CODES, LAWS AND ORDINANCES SHALL BE PERFORMED AT CONTRACTORS EXPENSE AT NO ADDITIONAL COST TO OREILLY. LANDSCAPE SYMBOLS LEGEND REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND NEW BUILDING CONSTRUCTION �' d vvvvvvvvvv U)0 W z v v v v v v v v v v vvvvvvvvv. v. w U) O AREA OF DESIRED IRRIGATION ° d COVERAGE D NEW CONCRETE PAVING BLOCK 1111110111111 O 2 W (.C) I-�N Q d a d dd as U)z 00 d d O a d4 14 7TH STREET N. LOCAL STREET 30 M.P.H. - BITUMINOUS - CITY OF HUGO 33' R -O -W (NORTH PORTION) POSSIBLE EASEMENT (SOUTH PORTION) VARIABLE TRAVEL SURFACE WIDTH 4�� 1 I IRRIGATION COVERAGE PLAN L3 I SCALE: 1" = 20' 20 O 20 AO X00 ORAPHIG SCALE - FEET REFER TO LANDSCAPE PLANS FOR PLANTINGS C-1 CI]NTRAL /BUSINESS V v v vvv J v v v vvv vlvv vv � v v v v J v V v 7 v �y v 7 v qqq// CR -3 CENTRAL RESIDENTIAL EXISTING SHED M I Gerald K. & Karla J. Mundell 5720 147TH Street North I Hugo, MN 55038 Doc. No. 3767359 ICR -3 CENTRAL RESIDENTIAL I I I I I I I I GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS. C. PRIOR TO INSTALLATION, GENERAL CONTRACTOR TO CONFIRM THAT LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR TO CONTACT THE O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. COVERAGE DETAIL: 1. IRRIGATION HEAD SHALL BE PLACED TO PROVIDE 100% OVERLAP HEAD-TO-HEAD COVERAGE. 2. A RAIN SENSOR AND ANTI -FREEZE ASSEMBLY SHALL BE INSTALLED ON IRRIGATION SYSTEM. 3. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE AND OPERABLE SYSTEM FOR THE IRRIGATION OF ALL LANDSCAPE PLANTING(S) AND DESIRED COVERAGE AREAS ON SITE. 4. THE IRRIGATION CONTRACTOR IS FULLY RESPONSIBLE FOR THE WORK UNTIL OWNER GIVES FINAL ACCEPTANCE. 5. NO WATER TO BE SPRAYED ON SIDEWALK, PARKING LOT, ROAD OR ADJACENT PROPERTY. ADJUST ARC AND RADIUS OF REQUIRED SPRINKLERS AS NEEDED. 6. ALL CIRCUIT PIPE IS TO BE CLASS 160 PVC OR HIGHER GRADE. 7. ALL MAIN FITTINGS SHALL BE REINFORCED WITH 2000PSI POURED CONCRETE THRUST BLOCKS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING THE REQUIRED SYSTEM IN COMPLETE ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, AND LAWS. ANY MODIFICATION MADE AFTER INSTALLATION TO CONFORM WITH SAID CODES, LAWS AND ORDINANCES SHALL BE PERFORMED AT CONTRACTORS EXPENSE AT NO ADDITIONAL COST TO OREILLY. LANDSCAPE SYMBOLS LEGEND REFER TO SURVEY FOR EXISTING CONDITION SYMBOLS LEGEND NEW BUILDING CONSTRUCTION ° a AREA OF CONCRETE vvvvvvvvvv U)0 W z v v v v v v v v v v vvvvvvvvv. v. w U) O AREA OF DESIRED IRRIGATION v ° v ° v ° v ° v ° v ° v ° v °'- ° -..— vvvvvvvv; COVERAGE D NEW CONCRETE PAVING BLOCK 1111110111111 NEW LIGHT POLE LOCATION 2 W (.C) I-�N NEW FENCE CONSTRUCTION NEW MASONRY ENCLOSURE WE— _. co 1fj a Lm `m � N � N N Qp �G �C 'v �y w Z v o 00 G Z 0 a� M 'rte. r• c. 1 In DATE: 8-22-14 REVISION 12-4-14 DATE: L3 0f 3 N O 00 L0 CDz OC U)0 W z w U) O C� 2 W (.C) I-�N 0 Z U)z 00 M N (!) d' DATE: 8-22-14 REVISION 12-4-14 DATE: L3 0f 3 C9 v N N 0 0 C9 V 110'-0" Ti;� 2 �� 3 3 4 C5 - A3 V-4" 30'-0" 30'-0" 30'-0" 20'-0" I14'-8" 1/ 6'-0" 1/ 6'-0" 1/ 20'-0" 1/ 6'-0" 1/ 17'-4" 1/ 4'-8" 1/ 19'-4" 1/ 4'-8" 1/ i 20'-4" 1/ 4'-8" 1/ 1 FLOOR PLAN Al SCALE: 1/8" = V-0-- WALL -0" WALL TYPES: 1. PROVIDE FIRE STOPPING AND FIRE SEALANT MATERIALS AS REQUIRED AT ALL RATED WALL CONSTRUCTION MATERIAL TRANSITIONS NOTE: REFER TO STRUCTURAL AND PENETRATIONS. RATING TO BE EQUAL TO RATED WALL ASSEMBLY. Lm o FOR GAUGE AND SPACING FOR 2. PROVIDE DIAGONAL BACKING BRACING (3" X 16 GA. FLAT STRIP) AT CORNER FACES OF FREE STANDING PARTITION SYSTEMS. ALL EXTERIOR METAL STUDS 3. PROVIDE MOISTURE RESISTANT TYPE " X " GYPSUM BOARD IN REST ROOMS. U)0w Z m 4. PROVIDE " J " MOLDING REGLETS OR CORNER BEAD AT ALL DISSIMILAR WALL MATERIAL TRANSITIONS. 5. EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-25 AND A SMOKE DEVELOPMENT RATING OF 0-450. CONCEALED �• r• c INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-75 AND A SMOKE DEVELOPMENT RATING OF 0-450. wry 7- LU 6. WHERE BOTTOM OF GYPSUM BOARD ELEVATIONS DIFFER BETWEEN WALL TYPES EXTEND GYPSUM BOARD FROM FINISH FLOOR TO ae FIRST STUD BEHIND OWNER SUPPLIED FIXTURES, BUT NOT LESS THAN 12". z. w CONT. STUDS TO ROOF CONT. STUDS TO a� W CONT. STUDS TO 12'-6" A.F.F. Q FRAMING ABOVE W 8'-6" A.F.F. 'r v 5/8" TYPE 'X' GYP. BD. EACH SIDE. TO ROOF DECK ON �1 5/8" TYPE 'X' GYP. O 5/8" TYPE 'X' GYP. BD. ON PARTS AREA "B" & "C". TO ___0 N BID. EACH SIDE r. (1) SIDE TO 12'-0" OFF PENN Net �7 FINISH FLOOR. 12'-0" OFF FINISH FLOOR 3-5/8" (25 GA.) MTL. 0 ON PARTS AREA "A". a> STUDS AT 24" O.C. w � 3-5/8" (25 GA.) MTL. STUDS AT 3-5/8" (25 GA.) MTL. M r• a 24" O.C. STUDS AT 24" O.C. 3 1/2" UNPAGED BATT. SOUND S41 S42 S43 INSULATION S44 CONT. STUDS TO ROOF FRAMING ABOVE 5/8" TYPE 'X' GYP. BD. EACH SIDE. TO ROOF DECK ON PARTS AREA "B" & "C". TO 12'-0" OFF FINISH FLOOR ON PARTS AREA "A". 3-5/8" (20 GA.) MTL. STUDS AT 24" O.C. S60 E.I.F.S. OVER 3" THICK RIGID INSULATION 5/8" EXT. FIBERGLASS REINFORCED SHEATHING W / CONT. WEATHER BARRIER 5/8" TYPE 'X' GYP. BD. TO ROOF DECK ON PARTS AREA "B" & "C". TO 12'-0" OFF FINISH FLOOR ON PARTS AREA "A". 6" METAL STUDS 8" METAL STUDS W/ R-19 BATT INSULATION MOD. BRICK VENEER (REFER TO ELEVATION) 5/8" EXT. FIBERGLASS REINFORCED SHEATHING W / CONT. WEATHER BARRIER 5/8" TYPE 'X' GYP. BD. ON INTERIOR SIDE TO ROOF DECK. 8" METAL STUDS W/ R-19 BATT INSULATION S61 564 CONT. STUDS TO 8'-6" A.F.F. 5/8" TYPE 'X' GYP. BD. ON EACH SIDE 6" (25 GA.) MTL. STUDS @ 24" O.C. 3 1/2" UNFACED BATT. SOUND INSULATION MOD. BRICK VENEER (REFER TO ELEVATION) 5/8" EXT. FIBERGLASS REINFORCED SHEATHING W / CONT. WEATHER BARRIER CONT. STUDS TO 12'-6" A.F.F 5/8" TYPE 'X' GYP. BD. ON (1) SIDE TO 12'-0" OFF FINISH FLOOR. 3-5/8" (25 GA.) MTL. STUDS 8" METAL STUDS W/ R-19 BATT INSULATION 00 A 0 0 0 0 0 co N N 0 o co 0 co 0 0 1 P. KICKER: 3 GA.) META @ 4'-0" O.( (2) 3/8" TEC SELF TAPI SCREWS HEADER" 3 5/8" (20 C STUDS @ (2) 2X FIRE TREATED CONTINUO BLOCKING REFER TO STRUCTURAL FOR MORE INFORMATION 111 '-6" LAY -I N -CEG ACOUSTICAL TILE CEILING IN PARTS AREA "A" RM 100 5/8" TYPE 'X' GYP. BD. EACH SIDE. TO ROOF STRUCTURE ON PART AREA "B" SIDE. TO 12'-0" OFF FINISH FLOOR ON SHOWROOM SIDE. 106'-10" B.O. HEADER 2 HEADER WALL SECTION Al SCALE: 1/2" = V-0" REFER TO STRUCTURAL Bo FOR MORE INFORMATION 2 A3 �O 111 '-6" LAY -I WCLG ACOUSTICAL TILE P CEILING IN PARTS AREA "A" RM 100 3 5/8" (20 GA.) MTL. STUDS 5/8" GYP. BOARD SEALED POLISHED CONCRETE D CONCRETEL[ PARTS AREA "A" Dc CORNER 6" MTL. STUDS (20 GA.) @ 24" BEAD O.C. W/ (1) LAYER OF 5/8" TYPE "X GYP. BD. EA. SIDE 1X4 WOOD TRIM (PAINT 9'-0" GRADE PINE) ATTACHED TO T.O.W. METAL STUD FRAMING WITH TECH 12 SCREWS AT 24" O.C. SET FLUSH. PAINT R-19 UNFACED EXPOSED SURFACES TO SNBATT INSULATION MATCH WALL FINISH. - �) REFER TO FLOOR PLAN FOR WALL TYPES. PROVIDE MOISTURE RESISTANT GYP. BD. @ALL WET LOCATIONS. 4 WALL / CEILING SECTION Al SCALE: 1.1/2" = V-0" S62 CONT. STUDS TO ROOF FRAMING ABOVE MOD. BRICK VENEER (REFER TO ELEVATION) 5/8" TYPE 'X' GYP. BD. ON (1) SIDE TO 12'-0" OFF FINISH FLOOR ON PARTS AREA "A". 8" METAL STUDS W/ R-19 BATT INSULATION 5/8" EXT. FIBERGLASS REINFORCED SHEATHING W / CONT. WEATHER BARRIER )N )F DECK. R-19 3 INTERIOR WALL SECTION Al SCALE: 1/2" = 1'-0" DBL. 3 5/8" X (20 GA.) MTL. STUDS @ C.J. AS SHOWN. 1/4" X 7/16" (1) PIECE VEE -SHAPED SLOT CONTROL JOINT @ BOTH SIDES OF HEADER 5 GYP. BOARD C.J. Al f SCALE: 1-1/2" = V-0" REFER TO PLAN FOR PxorT PILASTER WIDTH EXTERIOR SHEATHING: REFER TO A4. 8" MTL. STUD CONSTRUCTION MOD. BRICK VENEER (REFER TO ELEVATION) 8" MTL. STUDS: REFER TO STRUCTURAL 7 WALL PROJECTION DETAIL Al SCALE: 1/2" = V-0" GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO COVER SHEET FOR BUILDING DESIGN CRITERIA. C. REFER TO P.E.M.B. DRAWINGS FOR ADDITIONAL REQUIREMENTS. D. ALL DIMENSIONS TO ROUGH FACE OF ROUGH FRAMING, CONCRETE OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. 3-5/8" METAL STUD INTERIOR PARTITION DIMENSIONS NOT SHOWN FOR CLARITY. E. REFER TO SHEET F1 FOR INTERIOR FINISH REQUIREMENTS AND OWNER FURNISHED AND INSTALLED FIXTURES AND EQUIPMENT. KEY NOTES: O STEEL COLUMN: PER METAL BUILDING MFG. GC TO PROVIDE PRE -FINISHED BREAK METAL MATCHING ALUMINUM STOREFRONT FINISH AND COLOR WITH NO HORIZONTAL SEAM.. ONOT USED: O FLOOR SAFE: OWNER FURNISHED AND CONTRACTOR INSTALLED. SIZE TO BE VERIFIED BY OWNER. PROVIDE 18" X 18" BLOCK OUT & DO NOT INSTALL UNTIL AFTER OFFICE GYP. BD. WORK HAS BEEN COMPLETE. OFIRE EXTINGUISHER: MOUNT 42" ABOVE FINISHED FLOOR. OSHOWROOM CORNER BOX OUT: INSTALL PLYWOOD BACKING TO EACH FACE FROM 8'-0" TO 10'-0" A.F.F. FOR INSTALLATION OF SECURITY MIRRORS. O KNOX BOX: PROVIDE AND INSTALL RECESSED KNOX BRAND SECURITY KEY BOX AS APPROVED BY THE LOCAL FIRE DEPARTMENT. LOCATE WHERE SHOWN AT HEIGHT ABOVE GRADE GIVEN BY LOCAL FIRE DEPARTMENT. (VERIFY EXACT LOCATION AND HEIGHT WITH FIRE DEPARTMENT PRIOR TO INSTALLATION). O 10" X 6" STAMPED STEEL BASE RETURN WALL VENT - PRE -FINISHED WHITE. PROVIDE AND INSTALL OPENING IN WALL AT FULL DEPTH OF WALL FOR VENTILATION. PLACE VENTS AT TOP AND BOTTOM OF WALL, 24" O.C. BETWEEN STUDS. / NOTE: G.C. TO REVIEW METAL BUILDING ERECTION DRAWINGS BEFORE CONSTRUCTION BEGINS TO CONFIRM THAT ANY ROD BRACES SHOWN IN THOSE DRAWINGS WILL NOT INTERFERE WITH CLEARANCES, ACCESSORIES OR PLUMBING FIXTURES SHOWN IN REST ROOMS. G.C. TO NOTIFY O'REILLY REPRESENTATIVE AND ARCHITECT IF THEY BELIEVE THAT THERE MIGHT BE A CONFLICT. IF THERE IS SUCH A CONFLICT, INSTALL 6" STUD WALL AGAINST EXTERIOR WALL TO ENCAPSULATE RODS (PLUMBING FIXTURES AND WALL OPPOSITE \ EXTERIOR WALL TO SHIFT TO ALLOW FOR THIS 6" WALL AS WELL). REQ'D. CLEAR SPACE — PROVIDED FOR FRONT APPROACH (AT EXTERIOR DOOR) REQ'D. CLEAR SPACE PROVIDED FOR FRONT APPROACH (AT INTERIOR DOOR) DISTANCE IS 7'-0"± 0 DISTANCE IS 5'-1"± REQUIRED 5' TURNING SPACE 6 VESTIBULE DIAGRAM Al SCALE: 1/4" = V-0" REFER TO PLAN FOR EXACT PILASTER WIDTH 8" MTL. STUDS REFER TO STRUCTURAL 8" MTL. STUD CONSTRUCTIC EXTERIOR SHI REFER TO A4. 6 CORNER PROJECTION DETAIL Al SCALE: 1/2" = V-0" o 00 its z?z Lm o u7 N w J ® M z: co U)0w Z m �• r• c wry 7- LU Net I--- ,L N ae mmo z. w co o0 coCO a� W �J Q W 'r v �1 O � met N r. O N Op PENN Net �7 c o 0 a> w � M r• a o p z?z LO 0� J co U)0w Z m w wry 7- LU C4 I--- ,L N OOcoo Z co o0 coCO o W N (n "Zi- Q O O � N- 3 a Cs a LF_ DATE: 5-22-14 REVISION DATE: 12-4-14 1-5-15 N O co z?z LO 0� D OD U)0w Z w wry 7- LU C4 I--- ,L N OOcoo Z o0 coCO N (n "Zi- DATE: 5-22-14 REVISION DATE: 12-4-14 1-5-15 T.O. MASONRY ELEV. 123'-4" T.O. MASONRY ELEV. 119'-4" TOP OF STOREFRONT ELEV. 111'-6" T.O. STONE VENEER ELEV. 103'-4" FINISH FLOOR HEIGHT ELEV. 100'-0" BOTTOM OF FOOTING RE: TO FOUNDATION PLAN 1 C2 3 C4_ Am 1 0' ei I ly)Uu n 1 I EAST ELEVATION A3 SCALE: 1/8" = V -0 -- B -0"B T.O. MASONRY ELEV. 119'-4" T.O. MASONRY ' ELEV. 117'-4" T.O. STONE VENEER ' ELEV. 111'-4" T.O. STONE VENEER ELEV. 103'-4" FINISH FLOOR HEIGHT ELEV. 100'-0" BOTTOM OF FOOTING RE: TO FOUNDATION PLAN SIGN INFO: 49" O'REILLY AND 19" AUTO PARTS (STACKED) 0 2 1 NORTH ELEVATION A3 I SCALE: 1/8" = V-0" T.O. MASONRY ELEV. 119'-4" EAVE HEIGHT ELEV. 114'-11" T.O. STONE VENEER ELEV. 111'-4" T.O. STONE VENEER ELEV. 103'-4" FINISH FLOOR HEIGF ELEV. 100'-0" BOTTOM OF FOOTIN RE: TO FOUNDATION 7��IGNINFO: 49" O'REILLY AND 19" AUTO PARTS (STACKED) EAVE HEIGHT ELEV. 114'-11" NOTE: ALL SIGNAGE IS TO BE CENTERED HORIZONTALLY AND VERTICALLY WITHIN THE PROPOSED E.I.F.S. AREAS ALLOTTED FOR SIGNAGE ON ALL APPLICABLE FACADES T.O. STONE VENEER ELEV. 111'-4" 3 WEST ELEVATION A3 j SCALE: 1/8" = V -0 -- A -0"A T.O. MASONRY KEY NOTES: WITH LAP EDGE COLOR: ELEV. 119'-4" SEALANT BRICK COLOR: BL 30 "DOVE GRAY" BRICK ACME BRICK 1D __: L •,.. (OR APPROVED EQUAL) -_,- REFER TO EXTERIOR FINISH SCHEDULE. :F. 22 MASONRY WALL CONSTRUCTION (RUNNING BOND BRICK): 00 00 'y BRICK COLOR: BL 3 "CRIMSON" _ ELEV. 114'-11" 2a MASONRY WALL CONSTRUCTION (STACKED BOND BRICK): (OR APPROVED EQUAL) Net REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. T.O. STONE VENEER 2b MASONRY WALL CONSTRUCTION (SOLDIER COURSE BRICK): z. > REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. ELEV. 111'-4" COURSING: RUNNING AND STACKED INTEGRALLY COLORED REFER TO ELEVATIONS is PRE -FINISHED STANDING SEAM ROOF (BEYOND): FOR TYPE. FIELD COLOR: EQUAL TO BY PRE-ENGINEERED METAL BUILDING COMPANY. RUSTICATION JOINT 4O SHEET METAL CAP FLASHING (FIELD BREAK): WA REFER TO EXTERIOR FINISH SCHEDULE. O DRAINAGE CHANNEL THROUGH SIDEWALK: T.O. STONE VENEER-- TO OWNER FOR APPROVAL REFER TO DETAIL 13/C3. (OR EQUAL) O PRE - ENGINEERED INTERNAL METAL GUTTER PER METAL SEAL WITH MIN. (2) COATS ENVIROSEAL BUILDING MANUFACTURER AND 6" PVC D.S.(BY CONTRACTOR). (DCONCRETE MASONRY UNIT (CMU): SEALER MUST BE INSTALLED PER ALL SPLIT FACE HEAD AND JAMB UNITS. O8 LINE OF ROOF: r. � DASHED LINE INDICATES LINE OF ROOF BEYOND WITH SLOPE o FIELD PAINT TO MATCH CRIMSON BRICK OF 1/4" PER FOOT. DRYVIT - OUTSULATION PLUS MD ;. SIGN: SANDBLAST FINISH SAMPLE TO O'REILLY PROJECT APPROXIMATE OUTLINE OF SIGN. PROVIDE BLOCKING AS ADMINISTRATOR FOR COLOR APPROVAL REQUIRED FOR MOUNTING OF SIGN, COORDINATE WITH SIGN DARK BRONZE STOREFRONT COMPANY FOR EXACT SIGN PLACEMENT. OWNER FURNISHED AND ODULAR BRICK VENEER: (NO SUBSTITUTES) INSTALLED LOGO. REFER TO SIGN PACKET INFORMATION FOR IES AT 16" O.C. VERT. AND 24" O.C. HORIZ. FURTHER DETAIL. )EE ELEVATIONS FOR COLOR) " METAL STUD FRAMING. REFER TO STRUCTURAL 10 ADDRESS NUMBERS: OR GAUGE THICKNESS AND SPACING. 6" VINYL BY CONTRACTOR. COLOR TO BE WHITE. AULK AROUND PERIMETER OF SCUPPER TYP. 11 E.I.F.S CORNICE: FACTORY FINISHED BIRCH WHITE DRYVIT - OUTSULATION PLUS MD WITH SANDBLAST FINISH. X CONTINUOUS NAILER FIRE TREATED: OVERHEAD DOOR FIELD PAINT SHERWIN WILLIAMS "SOFTER TAN" SW6141. REFER TO CUT DOWN THICKNESS AS REQUIRED) ATTACHED SIGN INFO: 49" O'REILLY AND 19" AUTO PARTS (STACKED) 0 2 1 NORTH ELEVATION A3 I SCALE: 1/8" = V-0" T.O. MASONRY ELEV. 119'-4" EAVE HEIGHT ELEV. 114'-11" T.O. STONE VENEER ELEV. 111'-4" T.O. STONE VENEER ELEV. 103'-4" FINISH FLOOR HEIGF ELEV. 100'-0" BOTTOM OF FOOTIN RE: TO FOUNDATION 7��IGNINFO: 49" O'REILLY AND 19" AUTO PARTS (STACKED) EAVE HEIGHT ELEV. 114'-11" NOTE: ALL SIGNAGE IS TO BE CENTERED HORIZONTALLY AND VERTICALLY WITHIN THE PROPOSED E.I.F.S. AREAS ALLOTTED FOR SIGNAGE ON ALL APPLICABLE FACADES T.O. STONE VENEER ELEV. 111'-4" 3 WEST ELEVATION A3 j SCALE: 1/8" = V -0 -- A -0"A T.O. MASONRY KEY NOTES: WITH LAP EDGE COLOR: ELEV. 119'-4" SEALANT BRICK COLOR: BL 30 "DOVE GRAY" BRICK ACME BRICK 1D EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S.): (OR APPROVED EQUAL) -_,- REFER TO EXTERIOR FINISH SCHEDULE. EAVE HEIGHT 22 MASONRY WALL CONSTRUCTION (RUNNING BOND BRICK): 00 00 'y BRICK COLOR: BL 3 "CRIMSON" _ ELEV. 114'-11" 2a MASONRY WALL CONSTRUCTION (STACKED BOND BRICK): (OR APPROVED EQUAL) Net REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. T.O. STONE VENEER 2b MASONRY WALL CONSTRUCTION (SOLDIER COURSE BRICK): z. > REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. ELEV. 111'-4" COURSING: RUNNING AND STACKED INTEGRALLY COLORED REFER TO ELEVATIONS is PRE -FINISHED STANDING SEAM ROOF (BEYOND): FOR TYPE. FIELD COLOR: EQUAL TO BY PRE-ENGINEERED METAL BUILDING COMPANY. RUSTICATION JOINT 4O SHEET METAL CAP FLASHING (FIELD BREAK): WA REFER TO EXTERIOR FINISH SCHEDULE. O DRAINAGE CHANNEL THROUGH SIDEWALK: T.O. STONE VENEER-- TO OWNER FOR APPROVAL REFER TO DETAIL 13/C3. (OR EQUAL) O PRE - ENGINEERED INTERNAL METAL GUTTER PER METAL ELEV. 103'-4" FINISH FLOOR HEIGHT ELEV. 100'-0" BOTTOM OF FOOTING RE: TO FOUNDATION PLAN SIGN INFO: 49" O'REILLY AND 19" AUTO PARTS (STACKED) 4 1 SOUTH ELEVATION A3 SCALE: 1/8" = V-0" SIGN INFO: 49" O'REILLY AND 19" AUTO PARTS (STACKED) T.O. MASONRY ELEV. 123'-4" T.O. STOREFRONT ELEV. 111'-6" T.O. MASONRY ELEV. 123'-4" 5 1 VENT PIPE A3 I SCALE: N.T.S. 6 JOINT DET A3 j SCALE: N.T.S. GENERAL NOTES: SEALANT A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO COVER SHEET FOR BUILDING DESIGN CRITERIA. " MASTER FLASH " OR C. REFER TO PRE-ENGINEERED METAL BUILDING DRAWINGS FOR APPROVED EQUAL ADDITIONAL REQUIREMENTS. PIPE FLASHING WITH APPROPRIATE D. REFER TO MECHANICAL /ELECTRICAL PLAN FOR SYSTEM TYPES ADHESIVE AND LOCATIONS. E. REFER TO SITE DEVELOPMENT PLANS FOR ADDITIONAL REQUIREMENTS. SEAL EDGE COVER AIL KEY NOTES: WITH LAP EDGE COLOR: SEALANT BRICK COLOR: BL 30 "DOVE GRAY" BRICK ACME BRICK 1D EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S.): (OR APPROVED EQUAL) SIZE: MODULAR REFER TO EXTERIOR FINISH SCHEDULE. 22 MASONRY WALL CONSTRUCTION (RUNNING BOND BRICK): 00 00 'y BRICK COLOR: BL 3 "CRIMSON" REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. ACME BRICK 2a MASONRY WALL CONSTRUCTION (STACKED BOND BRICK): (OR APPROVED EQUAL) Net REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. ae 2b MASONRY WALL CONSTRUCTION (SOLDIER COURSE BRICK): z. SIZE: MODULAR REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. E.I.F.S. COURSING: RUNNING AND STACKED INTEGRALLY COLORED REFER TO ELEVATIONS O PRE -FINISHED STANDING SEAM ROOF (BEYOND): FOR TYPE. FIELD COLOR: EQUAL TO BY PRE-ENGINEERED METAL BUILDING COMPANY. RUSTICATION JOINT 4O SHEET METAL CAP FLASHING (FIELD BREAK): WA REFER TO EXTERIOR FINISH SCHEDULE. O DRAINAGE CHANNEL THROUGH SIDEWALK: FEATHERLITE BY ACME BRICK TO OWNER FOR APPROVAL REFER TO DETAIL 13/C3. (OR EQUAL) O PRE - ENGINEERED INTERNAL METAL GUTTER PER METAL SEAL WITH MIN. (2) COATS ENVIROSEAL BUILDING MANUFACTURER AND 6" PVC D.S.(BY CONTRACTOR). (DCONCRETE MASONRY UNIT (CMU): SEALER MUST BE INSTALLED PER ALL SPLIT FACE HEAD AND JAMB UNITS. O8 LINE OF ROOF: r. � DASHED LINE INDICATES LINE OF ROOF BEYOND WITH SLOPE o FIELD PAINT TO MATCH CRIMSON BRICK OF 1/4" PER FOOT. DRYVIT - OUTSULATION PLUS MD O SIGN: SANDBLAST FINISH SAMPLE TO O'REILLY PROJECT APPROXIMATE OUTLINE OF SIGN. PROVIDE BLOCKING AS ADMINISTRATOR FOR COLOR APPROVAL REQUIRED FOR MOUNTING OF SIGN, COORDINATE WITH SIGN DARK BRONZE STOREFRONT COMPANY FOR EXACT SIGN PLACEMENT. OWNER FURNISHED AND ODULAR BRICK VENEER: (NO SUBSTITUTES) INSTALLED LOGO. REFER TO SIGN PACKET INFORMATION FOR IES AT 16" O.C. VERT. AND 24" O.C. HORIZ. FURTHER DETAIL. )EE ELEVATIONS FOR COLOR) " METAL STUD FRAMING. REFER TO STRUCTURAL 10 ADDRESS NUMBERS: OR GAUGE THICKNESS AND SPACING. 6" VINYL BY CONTRACTOR. COLOR TO BE WHITE. AULK AROUND PERIMETER OF SCUPPER TYP. 11 E.I.F.S CORNICE: FACTORY FINISHED BIRCH WHITE DRYVIT - OUTSULATION PLUS MD WITH SANDBLAST FINISH. X CONTINUOUS NAILER FIRE TREATED: OVERHEAD DOOR FIELD PAINT SHERWIN WILLIAMS "SOFTER TAN" SW6141. REFER TO CUT DOWN THICKNESS AS REQUIRED) ATTACHED TO SHEET A4 FOR MORE INFORMATION. 3TUD FRAMING WITH #12 SCREWS AT 24" O.C. STAGGERED. 'RE ENGINEERED INTERNAL METAL GUTTER 12 DOOR AND FRAME: - 'ER METAL BUILDING MANUFACTURER. (REFER TO DOOR SCHEDULE.) 3.C. TO SUPPLY AND INSTALL (R-30) FIBERGLASS BATT 13 STOREFRONT: ASULATION WITH FOIL FACE VAPOR BARRIER. (REFER TO FLOOR PLAN FOR WINDOW TYPES.) ASULATION CLIP TO BE SUPPLIED BY P.E.M.B. AND INSTALLED 14 LINE OF FOUNDATION - ;Y CONTRACTOR. (REFER TO FOUNDATION PLAN.) 8 GA. STAINLESS STEEL SCUPPER BY BUTLER 1FG. CO. -INSTALL PER MFG'R INSTRUCTIONS. 15 STEEL BOLLARDS: ASIDE OPENING WIDTH TO BE V-4". (9) TYPICAL AT STOREFRONT (2) AT O.H. DOOR LOCATION. FIELD PAINT PER EXTERIOR FINISH SCHEDULE. (REFER TO FOUNDATION EXTERIOR FINISH SCHEDULE TYPE: COMPANY TYPE: COLOR: �r,00 BRICK COLOR: BL 30 "DOVE GRAY" BRICK ACME BRICK MORTAR COLOR: MATCH BRICK COLOR m (OR APPROVED EQUAL) SIZE: MODULAR co Z COURSING: RUNNING AND SOLDIER 00 00 'y BRICK COLOR: BL 3 "CRIMSON" ACME BRICK (WHERE INDICATED BY HATCH) BRICK (OR APPROVED EQUAL) Net [-LN ae MORTAR COLOR: MATCH BRICK COLOR z. SIZE: MODULAR C) a� COURSING: RUNNING AND STACKED INTEGRALLY COLORED �J STANDARD CONCRETE MASONRY FIELD COLOR: EQUAL TO UNIT v "TEXAS CREAM" (C.M.U.) WA W CONTRACTOR SHALL SUBMIT SAMPLE SPLIT FACE (UNLESS NOTED FEATHERLITE BY ACME BRICK TO OWNER FOR APPROVAL OTHERWISE) (OR EQUAL) SEAL WITH MIN. (2) COATS ENVIROSEAL (8" X 8" X 16" NOM.) PBT BY BASF OR EQUAL. *PROVIDE FULL 8" SEALER MUST BE INSTALLED PER ALL FACE AT ALL CORNERS MANUFACTURER'S RECOMMENDATIONS. COURSE: RUNNING BOND r. � EXTERIOR INSULATION AND FINISH o FIELD PAINT TO MATCH CRIMSON BRICK SYSTEM DRYVIT - OUTSULATION PLUS MD COLOR - CONTRACTOR TO PROVIDE A (E.I.F.S.) SANDBLAST FINISH SAMPLE TO O'REILLY PROJECT c o ADMINISTRATOR FOR COLOR APPROVAL EFCO DARK BRONZE STOREFRONT 0 (NO SUBSTITUTES) KAWNEER CLASSIC BRONZE VISTA WALL BROWN BOLLARDS IN FIELD FIELD PAINT BRONZE TO MATCH o = STOREFRONT EXTERIOR DOORS OWNER FACTORY FINISHED BIRCH WHITE PAINT SHERWIN WILLIAMS OVERHEAD DOOR OWNERFIELD "SOFTER TAN" SW6141 (SEMI -GLOSS) FACTORY PRIMED SHEET METAL BY METAL BUILDING MFG'R FIELD PAINT BRONZE TO MATCH CAP FLASHING STOREFRONT PLAN.) 16 HOSE BIB: (REFER TO PLUMBING PLAN) 17 LIGHT FIXTURE: (REFER TO ELECTRICAL PLAN) 18 METAL STANDING SEAM AWNING AND STRUCTURE: AWNING STRUCTURE TO BE A WELDED GALVANIZED STEEL FRAME WITH 24 GA. STANDING SEAM 16" O.C. RIBS WITH A KYNAR FINISH. COLOR OF STANDING SEAM AWNING TO BE "DARK BRONZE". PROFILE AS SHOWN ON PLANS/ELEVATIONS AND SECTIONS. PROVIDE OPEN ENDS TO ALL AWNINGS AS SHOWN. 19 ROOF TOP UNIT (BEYOND): APPROXIMATE LOCATION (REFER TO MECHANICAL PLAN FOR EXACT LOCATION) 20 MECHANICAL WALL PENETRATIONS: PROVIDE FRAMING, FLASHING, AND SEALANT AS REQUIRED. (REFER TO M.E.P. SHEETS) 21 ROOF PIPING VENT (BEYOND): REFER TO DETAIL 5/A3. 22 CONCRETE SPLASH BLOCK: INSTALL AT EACH DOWNSPOUT. 23 MASONRY CONTROL / EXPANSION JOINT: (MATCH MASONRY) PROVIDE SEALANT OVER 1/2" DIAMETER FOAM BACKER ROD. REFER TO STRUCTURAL DRAWINGS. 24 RUSTICATION JOINT: REFER TO DETAIL 6/A3. 25 MASONRY WALL CONSTRUCTION (RUNNING BOND C.M.U.): REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. 26 OVERFLOW SCUPPER: 18 GA. PRE -FINISHED STAINLESS STEEL SCUPPER BY BUTLER MFG. CO. - INSTALL PER MFG'R INSTRUCTIONS. INSIDE OPENING WIDTH TO BE V-4". REFER TO DETAIL 7/A3. 27 PROVIDE AND INSTALL 12'-0" X 12'-0" STEEL TUBE TRELLIS WITH EQUAL INTERMEDIATE SPACING. REFER TO SHEET A4 FOR ADDITIONAL INFORMATION. PAINT TO MATCH STOREFRONT. eo a Cs a FL= 00 its �r,00 J u7 N w m OD co Z 00 00 'y �• r• c W ll!V lq!v c6; Net [-LN ae z. Q C) a� D_ c� �J w v WA W N- 3 �1 well m r. � o met ut o vs �7 c o 0 a> w � o = M eo a Cs a FL= N C) 00 J z� m OD co Z W 2 w o [-LN O Q C) D_ c� N (n O N- 3 eo a Cs a FL= DATE: 5-22-14 REVISION 12-4-14 DATE: 1-5-15 A3 0f 5 N C) 00 z� D OD co Z 2 w C4 [-LN OOcoo cZao D_ c� N (n DATE: 5-22-14 REVISION 12-4-14 DATE: 1-5-15 A3 0f 5 000'5 PARKING SUV NO SCALE T GROUND LUG. LEVELING NUT O AND WASHER. 10 I N #6 BARE COPPER GROUND. T Ll I CADWELD TOi GROUND ROD z� ip DETECTABLE PLASTIC WARNING TAPE. (SPEC 26 05 53). IN r /� j/� VERIFY THE INSTIALLATION DEPTH WITH THE LOCAL AUTHORITIES. 6" 11 6" #3 REBAR TIES AT 16" 0. C. #6 REBAR (TYP. OF 8). ELECTRICAL CONDUIT. ANCHOR BOLTS FURNISHED BY POLE MANUFACTURER. ** MATCH MANUFACTURER'S ANCHOR BOLT PATTERN PACK GROUT UNDER POLE TO PROVIDE FULL CONTACT WITH FOOTING. RADIUS EDGE. 3 - #3 TIES AT TOP. CUTOFF TYPE LUMINAIRE(S). :R TO SITE UTILITIES PLAN LOCATIONS AND NTATIONS. REFER TO TING FIXTURE SCHEDULE FOR ;IFICATIONS. POLE. ;RETE BASE. GRADE LOT LIGHTING CONCRETE '4 POLE BASE DETAIL SU1% NO SCALE FINISHED GRADE SELECTED BACKFILL CLEAN GRAVEL UNDER PAVEMENT. .1/2- LIMESTONE GRAVEL. PIPE PIPE INSTALLATION DETAIL SU1 NO SCALE TRENCH WIDTH AS REQUIRED. DETECTABLE PLASTIC WARNING TAPE. (SPEC 26 05 53). . 24" MINIMUM FOR (0-60OV) ELECTRIC SERVICE AND TELEPHONE SERVICE. 48" MINIMUM FOR GREATER THAN 600V. NOTES: 1. WHERE CROSSING OTHER UTILITIES, MAINTAIN 12" CLEARANCE. 2. TRENCH DEPTHS SHALL COMPLY WITH LOCAL ELECTRIC AND TELEPHONE UTILITY COMPANY CONSTRUCTION STANDARDS. SELECTED BACKFILL - CLEAN GRAVEL UNDER PAVEMENT/CONCRETE. M. CLEAN SAND OR SOIL, COMPACTED 95% PROCTOR DENSITY. ELECTRICAL CONDUIT(S). REFER TO ELECTRICAL 2v+ PLAN FOR QTY. 2" MINIMUM BETWEEN CONDUITS. 27 UNDERGROUND ELECTRICAL CONDUITS SU1 NO SCALE ANCHOR BOLTZL SQUARE LOCATION INSTRAIGHT ANCHOR ROD RELATION TOPOLE HEX NUT SHAFT \ - ROTATION PLAIN WASHER \\ ANDHOLE BASE PLATE \ GROUT FINISH GRADEGROUT AFTER BOLT PROJECTION POLE IS SET AND PLUMBED PLAIN WASHER - HEX NUT - 1"0 x 36" HEADED ANCHOR BOLTS /(GRADE F1554) WITH HARDENED STEEL FOUNDATION - WASHERS. WHEN DESIGN WIND SPEED LEVEL EXCEEDS 110 MPH, GRADE F1554 (Fy=55ksi) BOLTS MUST BE USED ANCHOR BOLT DETAIL BASE DIAGRAM SU1l NO SCALE EXIII//TNG 12" WA NEW UNDERGROUNQ'/ELECTRIC 2 SERVICE. REFER T ELECTRIC SERVICE DIAGRAM FOR RE IREMENT . E3 PRIOR TO INSTALLATION, NTRACTO SHALL COORDINATE ITH UTILI COMPANY, TO CONFIRM OUTE A D 4EXISTING POLE MOUNTED TRANSF O EXISTING ELECTRICAL VAULT O IREMEN . FIRE /I ANT. EXISTING 6" 0 I_ 1 64X36 HEADED ANCHOR BOLTS (GRADE F1554) WITH HARDENED ELECTRIC: EXCEL ENERGY, HANS WENTHE STEEL WASHERS. WHEN DESIGN (651) 462-6205 TELEPHONE: WIND SPEED EXCEEDS 100MPH, UGE (651) 730-1365 GRADE F1554 (Fy=55ksi) BOLTS EXCEL ENERGY, KATHY RONNING T MUST BE USED. WATER: CITY OF HUGO PUBLIC WORKS, STEVE DUFF OHT (651) 762-6316 SEWER: FINISH GRADE.;zz GS (651) 762-6316 (8)-#6 BARS VERT. (ARRANGED SYMMETRICALLY AROUND PERIMETER Q� ® OF CONCRETE PIER). 1%; ix TACK WELD ANCHOR NUT & E W 1/4 x3 x3 PLATE WASHER TO M 0- A� BOLT. ELECTRICAL W CONDUIT. 3/4" x 10' R GROUND ROD. V 18" DIAMETER #3 REBAR TIES v _STRM ' SPACED AT 16 O.C. CONCRETE '4 POLE BASE DETAIL SU1% NO SCALE FINISHED GRADE SELECTED BACKFILL CLEAN GRAVEL UNDER PAVEMENT. .1/2- LIMESTONE GRAVEL. PIPE PIPE INSTALLATION DETAIL SU1 NO SCALE TRENCH WIDTH AS REQUIRED. DETECTABLE PLASTIC WARNING TAPE. (SPEC 26 05 53). . 24" MINIMUM FOR (0-60OV) ELECTRIC SERVICE AND TELEPHONE SERVICE. 48" MINIMUM FOR GREATER THAN 600V. NOTES: 1. WHERE CROSSING OTHER UTILITIES, MAINTAIN 12" CLEARANCE. 2. TRENCH DEPTHS SHALL COMPLY WITH LOCAL ELECTRIC AND TELEPHONE UTILITY COMPANY CONSTRUCTION STANDARDS. SELECTED BACKFILL - CLEAN GRAVEL UNDER PAVEMENT/CONCRETE. M. CLEAN SAND OR SOIL, COMPACTED 95% PROCTOR DENSITY. ELECTRICAL CONDUIT(S). REFER TO ELECTRICAL 2v+ PLAN FOR QTY. 2" MINIMUM BETWEEN CONDUITS. 27 UNDERGROUND ELECTRICAL CONDUITS SU1 NO SCALE ANCHOR BOLTZL SQUARE LOCATION INSTRAIGHT ANCHOR ROD RELATION TOPOLE HEX NUT SHAFT \ - ROTATION PLAIN WASHER \\ ANDHOLE BASE PLATE \ GROUT FINISH GRADEGROUT AFTER BOLT PROJECTION POLE IS SET AND PLUMBED PLAIN WASHER - HEX NUT - 1"0 x 36" HEADED ANCHOR BOLTS /(GRADE F1554) WITH HARDENED STEEL FOUNDATION - WASHERS. WHEN DESIGN WIND SPEED LEVEL EXCEEDS 110 MPH, GRADE F1554 (Fy=55ksi) BOLTS MUST BE USED ANCHOR BOLT DETAIL BASE DIAGRAM SU1l NO SCALE EXIII//TNG 12" WA NEW UNDERGROUNQ'/ELECTRIC 2 SERVICE. REFER T ELECTRIC SERVICE DIAGRAM FOR RE IREMENT . E3 PRIOR TO INSTALLATION, NTRACTO SHALL COORDINATE ITH UTILI COMPANY, TO CONFIRM OUTE A D 4EXISTING POLE MOUNTED TRANSF O EXISTING ELECTRICAL VAULT O IREMEN . FIRE /I ANT. EXISTING 6" 0 I_ NEW UTILITIES (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) UTILITY COMPANY CONTACTS ELECTRIC: EXCEL ENERGY, HANS WENTHE FIRE SERVICE (651) 462-6205 TELEPHONE: CENTURY LINK, PATRICK SLAVIK UGE (651) 730-1365 GAS: EXCEL ENERGY, KATHY RONNING T (651) 462-6201 WATER: CITY OF HUGO PUBLIC WORKS, STEVE DUFF OHT (651) 762-6316 SEWER: CITY OF HUGO PUBLIC WORKS, STEVE DUFF GS (651) 762-6316 NEW UTILITIES (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) WS WATER SERVICE FIRE SERVICE F SAN SANITARY SEWER UGE U/G ELECTRIC UGT U/G PHONE T U/G PHONE (BY PHONE CO.) OHE OVERHEAD ELECTRIC OHT OVERHEAD PHONE H :2 _ CONNECTING TO EXISTING GS GAS SERVICE (BY GAS CO.) ® SAW CUT ® BORE P.O.C. = POINT OF CONNECTION BETWEEN SITE PIPING (SPEC 33 00 00) AND BUILDING PIPING (SPEC 22 00 00, 21 13 13). AS NECESSARY - SPEC 22 00 00 DENOTES LANDSCAPE IRRIGATION. -�I I2 CONNECT NEW SEWER SERVICE TO EXISTING 8" XISTING SEWER MANHOLE. FIELD SANITARY SI TO TRENCHING. INVERT: 92 . ❑� HIGHEST (ASSUMED T - --- f ND E+ N SU PLIE 1E �4 "Si — — _ _ = II 4,. I IlI 5' II NEW SANITARY II SEWER SERVICE. 3 SU I Il II I 5 �~5 EXISTING' STORM I II P.' 4"` II I SEWER. / P1 ELEVATION: II ' 0 Reilly Auto Parts (ASSUMED). II l I I SQ. FT. = 7,067 FLOOR ELEVATION: 933.5' oj6 UGE ' 3 SU1 DOMESTIC WATER ��EXISTING 6" WATER SERVICE. LATERAL. W- 14 7TH STREET N. W "S1" 1 / 11 -- 1 ---L-- 11 -J EXISTING 12" DIP WATER. /EXISTING 8" PVC SANITARY SEWER. 0 SAN / EXISTING 15" RCP / STORM SEWER. STRM SITE UTILITIES PLAN SU1% SCALE, 1"-20' I I I I / I I 1, I G W SAN GRAVEL CROSSING NOTE, WHERE NEW UTILITY SERVICES ARE ROUTED UNDER EXISTING GRAVEL AREAS, ALL EXISTING GRAVEL SHALL BE REMOVED IN THE FOLLOWING STEPS: 1) REMOVAL & TRENCHING 2) INSTALLATION OF UTILITY 3) BACKFILL & COMPACTION 4) INSTALLATION OF NEW GRAVEL THAT MATCHES THE EXISTING SURROUNDINGS IN BOTH MATERIAL AND ELEVATION. CONTRACTOR SHALL COORDINATE, OBTAIN & PAY FOR ALL REQUIRED PERMITS & LICENSES TO PERFORM THIS WORK & SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL. NOTES O1 PULL THRU VENSTAR SURVEYOR/LIGHTING CONTROL PANEL. SEE SHEET VS1 AND VENSTAR SCOPE OF WORK. O2 NEW UNDERGROUND PHONE SERVICE CONDUIT. ALL BENDS SHALL BE LONG SWEEP TYPE. CONTRACTOR SHALL CONTACT LISTED PHONE COMPANY CONTACT PERSON. MEET THEM ON SITE, AND DETERMINE EXACT ROUTE FOR CONDUIT. REFER TO TELEPHONE SERVICE REQUIREMENTS. INCLUDE ALL CONDUIT ANO TRENCHING IN BID. BRANCH CIRCUIT & FEEDER SCHEDULE (D 2 - #8 AND 1 - #8 GROUND IN 0.75" CONDUIT. O 3 - #10 AND 1 - #10 GROUND IN 1" CONDUIT. GENERAL NOTESi 1. BRANCH CIRCUIT CONDUCTOR SIZES ARE INCREASED, TO ALLOW FOR VOLTAGE DROP. 2. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES, USING UTILITY COMPANY CONTACT INFORMATION GIVEN. COORDINATE FOR ALL UTILTY WORK SHOWN. GIVE UTILITY COMPANIES NOTICE OF CONSTRUCTION START DATE AND ESTIMATED COMPLETION DATE. 3. GENERAL CONTRACTOR SHALL CONFIRM THAT LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR SHALL CONTACT THE O'REILLY EXISTING PROJECT ADMINISTRATOR BEFORE PROCEEDING. ELECTRICAL VAULT ONE CAQ SO Oma? n S2 �j 20 0 20 40 60 O \cq<< BEFORE y NORTH GRAPHIC SCALE - FEET TELEPHONE SERVICE REQUIREMENTS SPECIAL NOTE: NEW SERVICE TO BUILDING SHALL BE AN UNDERGROUND SERVICE, CONTRACTOR SHALL SCHEDULE INSTALLATION OF U/G TELEPHONE SERVICE CONDUIT WITH OWNER. CONTACT (417)874-7288. SCHEDULE 40 PVC CONDUIT WITH RIGID GALVANIZED STEEL LONG SWEEP BENDS ® 18"-24" DEPTH FOR PHONE SERVICE. PROVIDE MINIMUM l/4" POLYPROPYLENE PULL LINE. PLACE CONDUIT A MINIMUM OF 12" FROM U/G ELECTRICAL CONDUITS IN SAME TRENCH. CAP CONDUIT AT PROPERTY LINE BELOW FINISHED GRADE AND INSTALL CABLE MARKER FOR PHONE COMPANY, IF NECESSARY. OTHERWISE, -CONTINUE PHONE SERVICE CONDUIT TO A POLE AND INSTALL RIGID GALVANIZED STEEL CONDUIT TO A MINIMUM 10' ABOVE FINISH GRADE, ATTACHED TO POLE. CONTRACTOR SHALL COORDINATE INSTALLATION AND VERIFY REQUIREMENTS WITH PHONE COMPANY, PLUS INCLUDE ALL FEES (IF ANY) BY PHONE COMPANY FOR INSTALLATION OF NO LESS THAN 10 PAIR CABLE, IN MENTIONED CONDUIT, TO CONTRACTOR INSTALLED 4'x8'x3/4" BACKBOARD WITHIN BUILDING. CONTRACTOR SHALL PROVIDE #6 AWG CU. GROUND TO TELEPHONE EQUIPMENT LOCATION, FROM ELECTRICAL GROUNDING ELECTRODE SYSTEM. FINAL CONNECTIONS AND INSIDE PHONE WIRING BY OWNER. ONLY IF UNDERGROUND PHONE SERVICE IS NOT AVAILABLE. THEN MAY CONTRACTOR INSTALL APPROPRIATE OVERHEAD PHONE SERVICE RISER. WEATHERHEAD ETC COORDINATE WITH OWNER AND PHONE CO SAWCUT NOTE WHERE NEW UTILITY SERVICES ARE ROUTED UNDER EXISTING PAVED AREAS, ALL EXISTING PAVING SHALL BE REMOVED IN THE FOLLOWING STEPS: 1) SAWCUTTING PAVING. 2) REMOVAL AND TRENCHING. 3) INSTALLATION OF UTILITY. 4) BACKFILL AND COMPACTION 5) INSTALLATION OF NEW PAVING THAT MATCHES THE EXISTING SURROUNDING PAVING IN BOTH MATERIAL AND ELEVATION. CONTRACTOR SHALL COORDINATE, OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND LICENSES TO PERFORM THIS WORK AND SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL WHILE PERFORMING SAWCUTTING OPERATIONS AS NECESSARY. CONTRACTOR CAUTIONII VERIFY SEWER LINE ELEVATION BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK THE CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL, CONDITION, ACCESSIBILITY (INCLUDING STATE HIGHWAY OR OTHER RIGHTS-OF-WAY) AND WORKABLE FLOW LINE ELEVATION OF THE EXISTING SANITARY SEWER SERVICE LINE OR MAIN. IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE TIME OF FINAL SANITARY SEWER SERVICE CONNECTION. THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH THE INSTALLATION OF A NEW GRINDER PUMP SYSTEM TO MEET OWNER AND LOCAL REQUIREMENTS. EXISTING CONDITIONS NOTES 1. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, GAS MAINS/LINES, SEWER MAINS/LINES, TELEPHONE LINES, POWER LINES, AND UTILITY STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE) ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING INSTALLATIONS. 00 �n Lm N v o. J m z ct: Q 0 tel' Ez b C3 a 0 a a a N CD 00 NN 0 0 0 00 0o ,^a; - r• r• >_ ;! met W(_n0O ae H :2 _ Nets. = W (.0 a ix O Ocoo Z E W M 0- A� C,4 U) It W W R V x t/1 V r- I" CD 0 v 00 Net o VJ con .. 0 Gorn P= Z cc o � M ar r• c H o. J m z ct: Q 0 tel' Ez b C3 a 0 a a a DATE: 12-4-14 REVISION DATE: SU1 0� 1 N CD 00 co z of - 0O 0--co W(_n0O H :2 _ = W (.0 E N O Ocoo Z U 00 M 0- C,4 U) It DATE: 12-4-14 REVISION DATE: SU1 0� 1 E v do I to 0 04 C v to J N r- 0 0 0 0 ABOLITE WARWICK LUMINAIRE 4ROERING INFORMATION TVP IGALORDER EK MPLI WAR P 150 MH 120 GWT 17FS LDS96 FG Luminaire FlatMountiWallaceng allad ht Source Line toover Trim Wirin lions Pap.IIY YV� Volrxoe 4 Options WAR 5 -Su lace 204 lNC'-Incandt:acnr•I 120 hfSV-Me[a'.hC Sile er 12F5 12' Flair Shade AM �Tx KM2 CFL YE GW - Sarace Mounted CFIL Rtwnara 6ailaet vnlh svovel Ito Rerwal kQnun4ing FG -Frosted Globe 26132/42 CFl - Si:rgl^. Compart VE WTRR 175 PSPAV MT WHT-1Neather-ligfd Rr:mat9 Ballad SW13 12 3 GOVT • 314'x 12- fl9mm N Arnmj Stem & Wall Ftatr. GYJT-Glass Why@ 17F5.1T Flair Shade 'Other Remota Ballasts (1VTRR or R%) are avmbitml ruri stems ST 12 3 GWT - 314' r 12' Condul151om $T 36 3 GWT - 3'4' X B6 Condtt5l Stam IJ9 - Upllgni Ballle V_ 10 3 GWT - 34- x 18' ConlM Stam ST 48 3 Gil - 314' x 40 Gondtltt Stem (in t99ralballasl} RM&IM-Hall peormpdmet migprovides awalrwashhBmndllxrureliasuralmontrum Fluorescent 347 GBI[-Glass Black 0 2 �ty SSI FMH - Eleclrnn,t Metal UEa 1 GPID-Gloss Red a Shari 1 A53a V 14 145 70 Halide' v GGN-Glass Green 0 456B4B ffi56892 S m�m_it 1- G5 an_ -JUDO 1s, 1411 1 N GPT-TeSdtured Gral lllle MARK MFG. CATALOG NUMBER 496949 ffi56R93_ P-Pendwml� 2011 w 1211 RUS-Textured Rust wRLJ8 LDS96-R' prRwlmd mads IF) 2 4 VV l4rall 26IM42 Cil -- SingleComFarl UE SVG-saflx Vwde Greell NOTES 8111 C nips aryl N 4 0 VOLTAGE 4 Fln[reScHG[ 347 SCP -Satin Capper irj N 36 I. Rz'ls S' anda rn'. 101 412 SO MH - Metal Halldc IJE O1 flamolf. hallnsl} STq -Sttln Tur quutse ACCESSORIES - _- Asgmmetri Folwar y A; mmeirlcFoiward EXTERIOR LIGHTS - DECORATIVE E1 ABOLITE ,n 120 BLACK l 1 1 2 0 _-_2 0- 2 X f Av mmelnt arwdr 1; X 100 1 1 k 4 WITH 42 --- REFER TO ARCH. DRAWINGS FOR rtt_orwur 150 -LDS96-FG S i., _R +.�,5s b -rm- .ymm AsynrmeUiet3rwa� Asynrnti'Itrarw�Urrj _ As�jrnr S''r�cFprwprd �s tome+ coot _ 4, X1.4. 20ACO ?14505 111 1 p49 - 4 115 PSNIV - t''u150'$FlI { a 3 0 MOUNTING HEIGHT. F1 Maul Ha.. WAR-W-42-CFL-UE347-RUS- 1 2FS 120 BLACK -'Z FOUTNIGI : i - loses title SMB 1955 halla5t. 2 Ry'a,labla pre•A'ired with surface mount only. •1. Calrsalt factory for alder signs sou+ces available fir expon .1- n .1J7 av ry itlr-n the V1TRR aI RR7 R -roma Rally<; I5 ner;wl n S- Nnr Inr I Ise win IT' shida 6- N nsum wIrII nrrJrrn�r 3erinx nrauketr nrnar PsNla rnnrintlnn USEAINSTALLFO ACCESSORIES (Accessories are finished Ilt;glo-sswhile powder, athl,f optlanal colorsare available Spet:lfy alternate standard finish, Fert Baffles are Natt l Aluminum Mill mill Remaly Ballasts" CRA 30132+r2 CFI. UE GIM- WaY fdayvned GFL. Remota flallas0vyl 4onlempata7y Back95 only raxdamilarary Hlsli Bradids MW 1 GWT - 20- tall r 74' deco Medium ConwiTotwar4' Wa l "plant G1em a1KtRra>aket.5lpss 444135 Gr3R 50 710. +00,150 E'MFI OF GWT - W41 Mouilsd 5111 Hi;Fn*islaaea far low willGontxnnnrar,' Batrism erly C'd1BL T GWr- 23" tai x 219- deoe 13rue Gontemaarag Wall hlatlrd M1 m and Rrackel Glass While PP I&K-42 +42 CEI -VE GWT- Pate Mounled 41 Po,tllnr Remote Pollast " Order Pandanl Mornt Fwpjim and ORB srxlarateey Molt 011 Rarllels SWR 3 3 CWT 1,A' a 3';1gmm x 76mmj Stern &'Nall Philips AM �Tx KM2 CFL YE GW - Sarace Mounted CFIL Rtwnara 6ailaet vnlh svovel Ito Rerwal kQnun4ing AW 50,70, 109 1511 FMH UE W Su f lilti Ehilt Hari kaIW wllh TAW Ba P-Rr of Maumirrg MAO 76,326i2 CFL ITE GWT Wall Mounted GFL namocr Btnast Val 50,70. 100, T50 JMH UE GWT - Will M1,lounied IMH Remdla SWR 6 3 t;WT 314' x 6' 0 T9mm o 1 c2mml Stern A Walt Plitn5 WTRR 175 PSPAV MT WHT-1Neather-ligfd Rr:mat9 Ballad SW13 12 3 GOVT • 314'x 12- fl9mm N Arnmj Stem & Wall Ftatr. RK M P$1 V MT- IndorrFkpitAte Ballast 3WB 1a 3 Gwr 2A4 x 18 119rnm it wm5 Stem & Wall Plate 'Other Remota Ballasts (1VTRR or R%) are avmbitml ruri stems ST 12 3 GWT - 314' r 12' Condul151om $T 36 3 GWT - 3'4' X B6 Condtt5l Stam SWR 24 3 6WT • T.V x 24' 119mm x .6rnm+Si in A. Wall Prate Rolle Designed tar miiullhng aver 15155555 4' 102mml Gulaga4 ilex ibox by ottia 1. pert Battles (Surlace and Wall Moualing Only) RR4E - Penoralad mural ring dlffu4s and shields lamp low. V_ 10 3 GWT - 34- x 18' ConlM Stam ST 48 3 Gil - 314' x 40 Gondtltt Stem ST�4:1GWT -ata' x24'Conduil5lorn CleYlsYfail rdnmd AFm Brackets CSAR 312 Mr t2 005T -nm? Cte41s BrL k21 Tot Wall Mmrd&yle RM&IM-Hall peormpdmet migprovides awalrwashhBmndllxrureliasuralmontrum CNIA 318 G15'1 18 M57r ton C16v s HII keel for Wail Muun15C9f9 Nater As7li lr Includes Clea..,113 Stem and CAS Wall Pile. fixture and W iWM32 mr. nNrstyalalel4. Clovis Arm Brackett Swill 6111,0101110 rwo Bracket and WMO Ballast CRO 267132142 CFL Remote Ballast For Wei Lacallons fW141911 CI �` -20r0 Fralem flame I Fixture Type - L51 INDOSTRIES ING Catalog LIGHTING FIXTURE SCHEDULE ALL ITEMS LISTED ON THE "LIGHT FIXTURE SCHEDULE" GRAYBAR ELECTRIC COMPANY. INC. ATTN: SAND( YOUNG -DIRECT LINE: 1 (314) 573-2082 WILL BE SUPPLIED BY THE OWNER (0'REILLY). ALL ITEMS 11885 LACKLAND ROAD OR SAM CAST - DIRECT LINE: 1 (314) 573-2081 SHALL BE DIRECT ORDERED AND/OR RELEASED FROM THE ST. LOUIS, MO 63146 sandra,younq®araybar.com or samuel.cast®graybar.com LISTED ELECTRICAL EQUIPMENT DISTRIBUTOR: TOLL-FREE = 1-800-289-5254 TOLL FREE FAX = 1-888-280-0128 4 4 �4 Q - - BUG RATINGS' 2 - P_- ! - 4 9 - 4 2 8 2 irsn-E Numam 455aa0 a5fi864 A56Eh1 436965 n. u MTG. LAMPS -16.000_ l .0 11 $5.680 32,606 4 it 3 to 0 w 3 n a -43N-4-4- 4 456845 45688. 458846 45FRK _ St menet"+ ori 11, 0 2 �ty TYPE till 1 694 a Shari 1 A53a V 14 145 � 3 v 0 456B4B ffi56892 S m�m_it 1- G5 an_ -JUDO 1s, I 1 N MARK MFG. CATALOG NUMBER 496949 ffi56R93_ FINISH z y w 211 t� wRLJ8 4 4 2 4 4 2 ~ (General Electric) 777[54 DESCRIPTION OF NOTES 7411 N 4 0 VOLTAGE 4 g w Ir X N irj N o 101 412 341 412 N N O1 LAMP CATALOG NUMBER WATTAGE ACCESSORIES - _- Asgmmetri Folwar y A; mmeirlcFoiward EXTERIOR LIGHTS - DECORATIVE E1 ABOLITE WAR-W-42-CFL-UE347-RUS- 1 2FS 120 BLACK l 1 1 2 0 _-_2 0- 2 X f Av mmelnt arwdr 1; X 1 1 1 k 4 WITH 42 --- REFER TO ARCH. DRAWINGS FOR rtt_orwur . -LDS96-FG S i., _R +.�,5s b -rm- .ymm AsynrmeUiet3rwa� Asynrnti'Itrarw�Urrj _ As�jrnr S''r�cFprwprd �s tome+ coot _ 4, X1.4. 20ACO ?14505 111 1 p49 - 4 FIXTURE L, _.. L... F,,R a 3 0 MOUNTING HEIGHT. F1 ABOLITE WAR-W-42-CFL-UE347-RUS- 1 2FS 120 BLACK -'Z X X 1 - mMr a WITH 42 --- PHOTOCELL INSTALLED BY CONTRACTOR. ,l - - 6 -LDS96-FG _ _ n• 79W rlletik:a - -. L,106 _ FIXTURE d 4 'lawe metit- REFER TO ARCH. DRAWINGS FOR 106 1L, , L, MOUNTING HEIGHT. LED POLE LIGHTS - SHOEBOX - FORWARD THROW (TYPE IV PATTERN) Si GE FASB -E4 -F-5-40 , L. 2 d 2 8560'06 _�_569fa rnmdcwwe MD 171 F,L., 22'-6" POLE LENGTH, ADVANCE BALLASTS, d 4510869 454913 (152 WATT, SINGLE) 19,.4 15, _1 31 _2T4___L. ,L, 2 2 [ 2 456874...458919 ymme 22, [ 4 --- NO SUBSTITUTIONS 454Bd1 456915 uirrrtl4. 27,440 28, 01 .4; F L,R 3 4 34548T2 SU1 FOR QTY. 152 14TW-- 4 L QUAD- TAP DARKRE: BRONZE 73 4'b917 A.ymmeirc Norraw ASymmcilir_Nmraw _ mmetric Nrarrdw+ X 5,964 7740 9,64d 47 86 1f 74 fib- 3116 X t 0 2 �C 2 0 1 2_ 2 1456674' _2466825 245f,3i6 ANCHOR BOLTS W/HARDWARE & TEMPLATE menlc arrow 1'1,lllb 1541 SECURITY SSS -22.5 -50 -1 -DB -LAB: L. ♦l 2 245WT7 456 21 A9 metric Nunaw 13,5 - 3r d lgi 1 ,L. WITH FIXTURE 2 J-4 4568 456922 LIGHTING Al (DRILLED FOR 1 LIGHT) 1 1 -OCL, l� 4 6671 _, $f3_ Asyrtmeprlc.Tv'oiirnv rlcNaHaw rlme{raMa _ 3i4d� 2FdT6 23Ae4 4i,A L, 1. _T 63d 4WRe1 492rune 4 �2 4 4'24As V NN�ic 34.0 1'2 F�i.A 3 B +t d86 4i547i4 met'Symalr7o Auto 77,7[0 31,144 412 412 F 4 ', 4 4 7 4456936 456928 w Ir ABBREVIATIONS: MTG - MOUNTING GRD - GROUND MFG - MANUFACTURER FLR - FLUORESCENT THD - TOTAL HARMONIC DISTORTION REC - RECESSED TRK - TRACK QTY - QUANTITY INC - INCANDESCENT UNIV - UNIVERSAL SURF - SURFACE CABL - CABLE CLG - CEILING HID - HIGH INTENSITY DISCHARGE TYPE •E1. &,wFlw LIGHT FIXTURE Ordering Number Logic Evolver"' LED Scalable Area Light IEAS81 EAS I$ FIRM ID PHOTC11AURK•. OCPTICAL OISTRIEU11i LEDCOLOR ODE CREMATION CURRENT TEMP Pit FUNCTION ARM E. EW[ra B - Photomelle 0.120077 F=From 5.525mA "4d.444pk. 1 - Nana A. IV nrn Fel 16 _K.-61ot11 C . IEC Sarks 1+124• L=Leff Is412JT un'yl 50+500% 2 • PE Ret. Square Pale 17Ka2•Cark Bronx k . SA -. Pet 1aG'e 2-X0a• R..104=PERec.'i sud'pA'mwr:neds Cmlonrmnukcmrar 96n0mV�� I 1244' NNl T01[mShortini a =iir IF6r121-2770 4.2 PER.c urith k0l,ndPnle raalheatokxs 112 , Dunton© 5.484" t, mala wppIrcdm;a 1pws 14-lOVoll Dim= 6. 347- 7- G Cet eri�°rg PE C - :4'rgllp.Allt, R047JA 41 R+347.484 ReceplacVe't 2'pipe 1i 776 1".060 F +Futlaq 9. GE Cirri PE %ppled 4,1 leans T Wro 5W190 Sp+ta4sayn -- AacaPPwsla S.Kiluckle:kpliTot pmxrtion caltnyc•tfusc wl{hSn9nNa 13111100,11 J40{= Spetlat4PllcnS ortti is wiliculd. I Oap't randn* 16mrm�g luuh4allpy �a ear a(ErantednM '01a45'wertlralanurgmg'e. pra.ipetlthrtwghlhe Notable for [dltociManufotwre•f« hackofrneornFunlen ream [FI L+h 111 347.416V. N.atbe cw;la diol spm,19M will 7 ar 9 a d'e'rrP�e vnknle PF carillon, '147V ut Molt ' When cd!rng pmnunq I when vidsi rg K PE decaplode 7, 9 Y.N. +unman %oi 7 o 9,dnmsg envier must a diml vii must be se4rted render aur asobear&edki '0Pn4N5'ke'U_ ihn 10PTi-:Wi:cutrn 110701roAmrrengreteprade ei®heNl NotApPRaahl+ ''?&rd1„nIn5�0nncl under PFFurklissile:led tNl P;.0&gwpt<dem atdcami mlenedor& ORTIM0,10vown hods LrlM kottenl VWOM iA diret.tlon k(fll ANSK135417 Pin dermml evil bap..w Leh 0t,tm spec hed in elmton to Pole and Fixture, ' reilpl%k, t«Rpoln'gaaroCnrdr all5kdlar, al inrl l l-- f)PTti COI D5 is FS cis H5 JS } 105 N5 P5 95 as 5,S T5 _ U5 A4 114 C4 04 E4 F4 G4 H4 14 R4 Al - B3 C3 03 6l F3 63 H9 JI K3 A2 B2 C2 n2 E2 F2 G2 H2 it K2 K4 _ SymmetricMeourm _ _ Slimm®ir t; Med urn _ �yymme�trc Mealum TYPICAL 10646 12.345 _ G. - _ kill 14,944 li.7pd LA ed0 - TYPICAL 126 ^.45 SYSTEIA _iM Spy DISTAiliultlaq N N - - _ 4 4 �4 Q - - BUG RATINGS' 2 - P_- ! - 4 9 - 4 2 8 2 irsn-E Numam 455aa0 a5fi864 A56Eh1 436965 n. u -- 59mmen1:74-e�um 51Ammili medium - Symmenc Me tum �Symme.rie Me um 566 4 - -16.000_ l .0 11 $5.680 32,606 4 it 3 to 0 w 3 n a -43N-4-4- 4 456845 45688. 458846 45FRK _ St menet"+ ori 11, 2 �ty 0 till 1 694 a Shari 1 A53a V 14 145 N 2 0 456B4B ffi56892 S m�m_it 1- G5 an_ -JUDO 1s, I 1 N _J 11 2 496949 ffi56R93_ _ �,avle Sher] 19,044 19,6"3 211 211 N 4 4 2 4 4 2 456659 456694 ijmTM'iekhan 777[54 23,403 249 7411 N 4 0 2 4 V 2 456151 45669b 591PIP •It She t s mninwic Shor, VA00 14f6�04 2R,4[3 Ill 101 412 341 412 N N 4 0 5 4 2 3 - - 5 5 0 2 u -.. __3 4 11 456654 45d65:i 45668) - _- Asgmmetri Folwar y A; mmeirlcFoiward ljoij3 $0ii _ - _ 0 r 9,llld 4 206 �? L, k 'L,k +,L,k f 0 1 4 2 2 l 1 1 2 0 _-_2 0- 2 45+0654' 4568ga' 454133 456§99_ 454854 a54§p0 f Av mmelnt arwdr 1; 1 1 L. k 4 2 &40`2- rtt_orwur . S i., _R +.�,5s b -rm- .ymm AsynrmeUiet3rwa� Asynrnti'Itrarw�Urrj _ As�jrnr S''r�cFprwprd �s tome+ coot _ 4, X1.4. 20ACO ?14505 111 1 p49 - 4 111 z1f -Z49-- i L, _.. L... F,,R a 3 0 3 4 2 3 4 _ P 4 4 � 4m +155661 456905 - �simmotlicrarwaf -'Z Y2 - mMr a 61 ,l - - 6 - _ _ n• 79W rlletik:a - -. L,106 _ 2 d 4 'lawe metit- 106 1L, , L, ti 4SA§"[i notati All 4_,1 , L. 2 d 2 8560'06 _�_569fa rnmdcwwe MD 171 F,L., d 4510869 454913 Asym. 19,.4 15, _1 31 _2T4___L. ,L, 2 2 [ 2 456874...458919 ymme 22, [ 4 454Bd1 456915 uirrrtl4. 27,440 28, 01 .4; F L,R 3 4 34548T2 45591§ fern. 1 14TW-- 4 L 445 73 4'b917 A.ymmeirc Norraw ASymmcilir_Nmraw _ mmetric Nrarrdw+ 5.600 75401 9,340 5,964 7740 9,64d 47 86 1f 74 fib- 3116 FIR _ F L.k _ F, iA t 0 2 �C 2 0 1 2_ 2 1456674' _2466825 245f,3i6 45 9 a 4Sh41 45692pA9 menlc arrow 1'1,lllb 1541 2 L. ♦l 2 245WT7 456 21 A9 metric Nunaw 13,5 - 3r d lgi 1 ,L. k' 2 J-4 4568 456922 �nntelrlc Narow 14, 1 1 -OCL, l� 4 6671 _, $f3_ Asyrtmeprlc.Tv'oiirnv rlcNaHaw rlme{raMa _ 3i4d� 2FdT6 23Ae4 4i,A L, 1. _T 63d 4WRe1 492rune 4 �2 4 4'24As V NN�ic 34.0 1'2 F�i.A 3 B +t d86 4i547i4 met'Symalr7o Auto 77,7[0 31,144 412 412 F 4 ', 4 4 7 4456936 456928 tna'Ing values for B and G are based on rated lumens and may wry due to flux tolerances. "Contact Manuloclurer for 347-46au 1[5 file nurnderk, TYPE •S1' LIGHT FIXTURE + + + + + + + + ++ + 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 + + + 0.1 .1 0.1 0.1 0.0 1 +0.0 0 +0.0 +0.0 +0.0 +0 m.1m • • • • ! ! ! ! u 1 1 1111.1i i 0.0 0.0 0.0 1 1 �1 1 !4 1 1: 1 �e�l 1• 1 11 : :i3_ 1 1 1 1'� � � 1 1 1 1 1 11 11 ' I I 1 1� 1� 1 1 �► � :� 'ITiL�1/� r j 1 1 I// • / / 1 3 +0.2%I +0.1 ++ 0.1 j 0.1 0.0 +0.0 1 I I 4 +0. +0.2 +0. i +0) +0.0 oi� xr 152W),25' 1I11 / I +0.2 +0 . � +2.4 x(42W),' 12 + . +2.6 +2.2 +1.8 +1.6 +1.1 4 8 +0 . +0.5 +0 +0.2 + l• '� I +0.1 1 + + - + / + + + + + + + 1 + 0.3 �8 '11.8 3.4 3.1 2.8 3.1 2.8 2.0 1.4 11� 0.9 / 0.7 0 0.3 / 21 0.1 + ./ + + + + + + + + + + + + + 0.3 X0.8 '2.3 3.0 2.6 2.7 3.2 1.6 1.q1 1.3 1.0 0 / 0.3 / 0. 0.1 (f2W),12 I I + /+ „E1„ + + + + + + + + 11 + / + I + I� + 1 + 0.2, 0.'i 1.90 2.7 2.9 3.1 2.9 2.1 2.311 1.81 1.5 0 i 0.4 OI 0.1 O'Reilly Auto Parts + + + + + + II + ' + + + I + +0.11 +0 4 +0. � SQ. FT. = 7,067 � 2.0 2.3 2.6 2.7 3.1 3.2 11216 1.3 0 0OI 2 0.1 / FLOOR ELEVATION: 933.5' � 1 +0! + .2 +C�.2 ` e +2.1 +2.8 +3.2 3.5 4.0 +3.7 +3.2 1 �.6 +1.6 m +13 +( -2 +0.1 1 � I / +.1 + /.10.2 +1.7 +2. +3.3 +3.1 + + +3.6 +3.4 /+ I+0.3 +�.1 +0.1 / I (152W),275' S1 / 10.1 0.2 /+0.4 + + +3.1 +3.2 +3.6 +4.6 +4.2 +3.6 / +1.8 / +0.9 4 +0.2 10.1 + / 3-.00.1 I / 0.2 / 0.4 / 1. 7 3.1 3.4 4.1 4.5 4.3 3.71 2 1 1.7/ 0.$ 0.2 10.1 0.1 I I 1 l I „ „ (152W),25' I / / + + I (42W), 2 -+ + / II + I + X■ + + + 1 0 (Y�--2. ) 12' 3.3-- --%2 7 0.2 10.1 0.0 I „S1r• - I Email I I MEMOEl I I 411 � 1 It� + I Illllllll■ + 1 till 9 X21 r+ I m V +O 3 + + 42W ,12' +0.1 +0.4 +0.8 +0.9 +1.2 +0.8 +0.7 +1.2 +1.5 +1.6 +1.3 +0.8 +0.7 +0.8 +0.8 +0.8 +1.0 +1.5 +1.2 +0.9 +0.5 +0.3 +0.1 +0.0 +0.1 +0.2 +0.3 +0.4 +0.4 +0.4 +0.4 +0.5 +0.5 +0.6 +0.5 +0.4 +0.4 +0.5 +0.6 +0.6 +0.6 +0.7 +0.6 +0.6 +0.4 +0.2 +0.1 +0.0 +0.1 +0.1 +0.1 +0.2 +0.1 +0.2 +0.2 +0.2 +0.2 +0.3 +0.3 +0.3 +0.3 +0.4 +0.4 +0.4 +0.4 +0.4 +0.4 +0.3 +0.2 +0.2 +0.1 +0.0 + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 147TH STREET N. 1 SITE LIGHTING PLAN HilL, SCALE, Val NORTH 0 0 � o � +10--9 +1.6 + . +1.5 -=O. -0- +1. +1 8 + II+ 3 + .8 Ip I.6 .4 / / 1 3 +0.2%I +0.1 ++ 0.1 j 0.1 0.0 +0.0 1 I I 4 +0. +0.2 +0. i +0) +0.0 oi� xr 152W),25' 1I11 / I +0.2 +0 . � +2.4 x(42W),' 12 + . +2.6 +2.2 +1.8 +1.6 +1.1 4 8 +0 . +0.5 +0 +0.2 + l• '� I +0.1 1 + + - + / + + + + + + + 1 + 0.3 �8 '11.8 3.4 3.1 2.8 3.1 2.8 2.0 1.4 11� 0.9 / 0.7 0 0.3 / 21 0.1 + ./ + + + + + + + + + + + + + 0.3 X0.8 '2.3 3.0 2.6 2.7 3.2 1.6 1.q1 1.3 1.0 0 / 0.3 / 0. 0.1 (f2W),12 I I + /+ „E1„ + + + + + + + + 11 + / + I + I� + 1 + 0.2, 0.'i 1.90 2.7 2.9 3.1 2.9 2.1 2.311 1.81 1.5 0 i 0.4 OI 0.1 O'Reilly Auto Parts + + + + + + II + ' + + + I + +0.11 +0 4 +0. � SQ. FT. = 7,067 � 2.0 2.3 2.6 2.7 3.1 3.2 11216 1.3 0 0OI 2 0.1 / FLOOR ELEVATION: 933.5' � 1 +0! + .2 +C�.2 ` e +2.1 +2.8 +3.2 3.5 4.0 +3.7 +3.2 1 �.6 +1.6 m +13 +( -2 +0.1 1 � I / +.1 + /.10.2 +1.7 +2. +3.3 +3.1 + + +3.6 +3.4 /+ I+0.3 +�.1 +0.1 / I (152W),275' S1 / 10.1 0.2 /+0.4 + + +3.1 +3.2 +3.6 +4.6 +4.2 +3.6 / +1.8 / +0.9 4 +0.2 10.1 + / 3-.00.1 I / 0.2 / 0.4 / 1. 7 3.1 3.4 4.1 4.5 4.3 3.71 2 1 1.7/ 0.$ 0.2 10.1 0.1 I I 1 l I „ „ (152W),25' I / / + + I (42W), 2 -+ + / II + I + X■ + + + 1 0 (Y�--2. ) 12' 3.3-- --%2 7 0.2 10.1 0.0 I „S1r• - I Email I I MEMOEl I I 411 � 1 It� + I Illllllll■ + 1 till 9 X21 r+ I m V +O 3 + + 42W ,12' +0.1 +0.4 +0.8 +0.9 +1.2 +0.8 +0.7 +1.2 +1.5 +1.6 +1.3 +0.8 +0.7 +0.8 +0.8 +0.8 +1.0 +1.5 +1.2 +0.9 +0.5 +0.3 +0.1 +0.0 +0.1 +0.2 +0.3 +0.4 +0.4 +0.4 +0.4 +0.5 +0.5 +0.6 +0.5 +0.4 +0.4 +0.5 +0.6 +0.6 +0.6 +0.7 +0.6 +0.6 +0.4 +0.2 +0.1 +0.0 +0.1 +0.1 +0.1 +0.2 +0.1 +0.2 +0.2 +0.2 +0.2 +0.3 +0.3 +0.3 +0.3 +0.4 +0.4 +0.4 +0.4 +0.4 +0.4 +0.3 +0.2 +0.2 +0.1 +0.0 + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 147TH STREET N. 1 SITE LIGHTING PLAN HilL, SCALE, Val NORTH 00 am MO O am N " 0 0 � o � n 0otr W U75 W W Z N 00o w 'ts dt W w U y J 3 to 0 w tirn U1 rn M rn 00 am MO O am N " 1 b ELr=3 C3 q.,ja 3 0 D=3 L a N CD 00 co - 0O •� �Vjw wen° a 2w(.0 �► �LLN OZ� U) NZ 00 IF I L M d N (/ DATE: 12-4-14 REVISION 1-8-15 DATE: SLI 0f 1 O M a..r NN � W W Z rr rl it NCcn ir! � N fA �ty till A N V 1••1 V ter its OWN petr O 00 r� Nez rn u..r 1s H � v.r W 'OA N O try (n 1 b ELr=3 C3 q.,ja 3 0 D=3 L a N CD 00 co - 0O •� �Vjw wen° a 2w(.0 �► �LLN OZ� U) NZ 00 IF I L M d N (/ DATE: 12-4-14 REVISION 1-8-15 DATE: SLI 0f 1 1 EAST ELEVATION CEI J SCALE: 1/8"= V-0- SIGN INFO: 49" O'REILLY AND 19" AUTO PARTS (STACKED) 2 ]NORTH ELEVATION CEI J SCALE: 118" = V-0- SIGN INFO: 49" O'REILLY AND 19" AUTO PARTS (STACKED) TOP OF PARAPET ELEV. 23'-4" TRELLI 3 ]WEST ELEVATION CE1 J SCALE: 118" = V-0- SIGN INFO: 49" O'REILLY AND 19" AUTO PARTS (STACKED) TOP OF PARAPET fL 4 ]SOUTH ELEVATION CE1 j SCALE: 118" = V -0 - SIGN INFO: 49" O'REILLY AND 19" AUTO PARTS (STACKED) UNIQUE LANDSCAPING PER DOWNTOWN DISTRICT DESIGN GUIDELINES THAT INCLUDES A BENCH FOR SEATING TOP OF PARAPET ELEV. 23'-4" rRAPET V. 23'-4° P } I I �11VI LL 1 i L �;�. r r [-;]j I I r �rnLw1�n1.1 z TOP OF ENCLOSURE ELEV. 6'-0" TRASH ENCLOSURE 6 FRONT AND SIDE ELEVATION C E 1 I SCALE: 1/8' = V-0" LO F I I F-,. i 4- d r� r 1. rr� r a 1 r a c ^� _0Z 6.1 �� �GA`fiEWAY ,FEATURE 0 7 ------ T ------- I FINISH LEGEND: FIELD BRICK (RUNNING BOND AND SOLDIER) = ACCENT BRICK (RUNNING BOND AND STACKED) "DOVE GRAY" BY ACME BRICK OR APPROVED EQUAL "CRIMSON" BY ACME BRICK OR APPROVED EQUAL INTEGRALLY COLORED "TEXAS CREAM" BY FEATHERLITE SPLIT -FACE C.M.U. BLOCK COMPANY md EIFS AROUND SIGN METAL AWNING STOREFRONT AND CAP FLASHING U Jj BREAK I_----I-�1- 3H1Ff1 h —_ _ _ AREA L --J JL I I I I I I I I I I I I I I I 1 ' L__1 L__7 L__7 1 I~ I~ I I I PARTS AREA "B" 101 ElH ~ I� ~ ~ I I I H II I I I I I 1 I I I I I I I I I I I I I I I I 1 1 I I I I d HI I 1 REST RM I I I I I I 1 104 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I REST RM H --j 103 L I L I L L I 1 1 1 1 1 1 1 1 1 1 L I 1 I L L L I L L I L I OFFICE II 102 IL J -------------------------------- I PARTS AREA "A" j 1017 I � I 1 I II I I II I I�II I I II I I II I HHI f -1 W VESTIBULE I II II I II I II I I II 100A H H H I II I I II I I II I I II I I II I EXIT ONLY (ALARMED) u H H H-1 H-1 H 1 II 1 WHH 1 11 1 1 II 1 H 1 II 1 HH 1 II 1 HH 11 I W 1 11 1 HH 1 11 1 HH 1 11 1 -1 1 111 HJ I 11 I H 1 II 1 HH 1 11 1 H 1 11 1 H I 11 1 HH II I H I II I H I II I H I II I 4 II I a L 4 — .tJ V } F5 � FLOOR PLAN C E 1 I SCALE: 1/8' = V -O" - - - J SANDBLAST FINISH - COLOR TO MATCH CRIMSON BRICK STANDING SEAM METAL AWNING COLOR TO BE DARK BRONZE KAWNEER "DARK BRONZE„ I I I �I I STORI ENTRAN i i I I J z CL 0 F-�N Z) 'Z ? u, co �, T d CO cn "T D 0 mi Comm # U) W DATE. 10-17-13 z 0 REVISION 12-17-13 O M DATE: �•i �•i as s-5-14 Of 0 TA r� x 1 -g -I5 well C. Z CEI of 1 w Ci V cc Eo PENN E • ,00Q 00 met r a can 'C : Z ea .� z CL 0 F-�N Z) 'Z ? u, co �, CO cn "T D Comm # U) DATE. 10-17-13 z 0 REVISION 12-17-13 L) DATE: s-5-14 Of 0 12-4-14 LLV 1 -g -I5 Z CEI of 1 L tel' 1 1 � _ -- — -- _�` tis ',�'• . ��+ � + pi- p j RT 4 _ a ti ' � ♦ •w 'r r a iv• T-�r' �t R IC t _ • AUTO PARTS ,rl I• L� t •' ^ r` • i ` + .iy Y AUTO VIC PART'S i r ' Ye Pte. > • � � , I AUTO P A � TSS •, 4 � � - • -. +_ - - • qw :1 r w R I . 6.1 f' r CITY OF �" E8T. 1908 To: Hugo City Council From: City Clerk Michele Lindau Date: March 29, 2018 for the April 2, 2018 City Council meeting Re: Blacksmith Lounge Special Event Permit 1. BACKGROUND: Memorandum The Blacksmith Lounge Restaurant has submitted a special event permit application requesting approval of 14 events hosted on their property between April and October of 2018. The events will be held on the owner's property surrounding the Blacksmith Lounge Restaurant. The events require City Council approval because they will be serving alcohol, some events expect over 200 people and an amplified speaker system will be used. Staff has received the completed application and fee 2. DESCRIPTION OF EVENT: The Blacksmith Lounge Restaurant plans to hold seven auctions, five car shows, one swap meet, and one corn feed for the White Bear Hockey Association. These events, with the exception of the corn feed, have been occurring for several years including the largest event, the Northern Lights Car Show, for 30 years. All of the events are to be outdoors, and some will have a tent area where food and alcohol will be served under the Blacksmith Lounge's Catering Permit. There will be someone checking ID's and extra security and staff during those events. During the largest event, the Northern Lights Car Show, the host will provide their own security, insurance, hire highway patrol, and volunteer parking staff. All events will have adequate outdoor restroom facilities. These events are family events and will be held rain or shine. In case of cancellations, these events will not be made up. Most events will be held on Sundays on April 29 through October 21 with the exception of two car shows on Mondays (Memorial Day and Labor Day) and the corn feed that will be on a Saturday. Blacksmith Lounge expects between 50 and 300 people to attend each event; except the September 21St Northern Light Car Show, which will bring in between 800-900 people. An amplified sound system will be used at some events for auctions and other announcements. The Washington County Sheriff's Department and Hugo Fire Department will be notified of the events. Access to the site will be off of Highway 61, and parking will be on grass fields located on the east portion of the property and the neighboring property to the north. The Lions Club volunteers to assist with traffic and parking on the site during some events. 3. CONDITIONS: The applicant has provided the City the completed application and permit fee. The event will be conducted as stated on the application and in this memo in addition to the following condition: 1. Submit to the City a signed Hold Harmless Agreement 4. CONCLUSION/RECOMMENDATION: Staff believes that the Blacksmith Lounge Restaurant has done a good job organizing the events in the past years. The Blacksmith Lounge is not requesting any assistance from the City in preparing or conducting the events. Staff recommends the City Council approve the Special Event Permit for the Blacksmith Lounge for their scheduled events for 2018. The event as described has been approved by the Hugo City Council on April 2, 2018 Michele Lindau, City Clerk Date -f - CITY OF 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 90-37.2. 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: 1ei'No.(?..- gi I Q ✓-- f— e;!&V.�` Address City State Zip Phone ���/"y?q— L/)/ Cell 04'EV)1"9 Email 4bi6tGIC,911,4�1V2 D Signature of Applica Event Information Type of Event ��f, Syf M" ry fi v cf7 0� ��= WI r Address: /'200,s /y wrest ' ilI -' �,��� i"lVt7� Date: r. Property Owner/Manager: Contact Pe Address 1'7i2N - City State Zip Phone 16,y/ -` Qq' /I Cell Email 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. ,,,f _ a++QcAW For Off' c Use Only Fee Paid 75 - Date 3 - Z CJ ❑Yes ❑ No ❑Yes with conditions below City Council Meeting Date Conditions: Clerk Signa 311MRAIMMORMMINOWIN51 Lis Dine In or Take Out Nilght1v Dinner Specials Daily Eun ch Specials � Smidav Breal,~fi-tst A1e:tt R.:ti.£t o every Frid.-ty 4-SPAI CW Sale :.aguor Store VOTED t r� `isitww.bla.c , i -nit° ^ . xiti e.co,1-1-. for c -ur fid 1-ne'I-.11 and Specials. AUCTION DATES 2018 = SWAP MEET 2018 CAR SHOWS 2018 MAY 13th 7AM - 3PM �Un April 29th �01 Svc MEMORIAL DAY �28 MAY — 20th Motorcycle Swap July 8th July 29th June 24th OLDSMOBILE JULY 22nd CHECK OUR W EBSITIEFOR EVENT FLYERS, BSR/ SHARAD Aug 19th AUG 26th WWW.BLACKSMITHLOUNGE.COM 651-429-4116 EPT 3rd SEPT 30th WB High School HockeyLABOR DA S SEPTEMBER 16th Chicken and Corn Feed OCT 21st NORTHERN LIGE-) Seprt 8th noon -4 PIG ROAST 5 / Renewal Application for Optional Liquor 2AM License t Alcohol & Gambling Enforcement License Type: 2AM-100K-5001 Expires On: May 6, 2018 ID Number: 14397 DBA Saint Anaus Grill Inc. Sal's Angus Grill 12010 Keystone Ave N Hugo MN 55082 Business Phone: 6514396625 If any of the above iicensec information is not correct, please make corrections as necessary. Licensee must report previous 12 month on sale alcoholic beverage gross receipts by checking one of the boxes below. Next to the box you check is your 2 AM license fee. Make check payable to: Alcohol and Gambling Enforcement Division (AGED). Mail this application and check to: AGED, 445 Minnesota St., Suite 222, St. Paul, MN 55101-5133. $300 2 AM license fee - Up to $100,000 in on sale gross receipts for alcoholic beverages . $750 2 AM license fee - Over $100,000, but not over $500,000 in on sale gross receipts for alcoholic beverages $1000 2 AM license fee - Over $500,000 in on sale gross receipts for alcoholic beverages _$200 2 AM license fee - 3.2% On Sale Malt Liquor licensees or Set Up license holders $200 2 AM license fee - Did not sell alcoholic beverages for a full 12 months prior to this application Yes No Does the city or county that issues your liquor license allow the sale of alcoholic beverages until AM? City Clerk/County Auditor Signature Date (I certify that the city or county of _ approves the sale of alcoholic beverages until 2AM) Licensee Signature _ (I certify that I hav e above questions truthfully and correctly) Licensee Minnesota Tax ID Number (Required): j JOS06o '�—1 Date 3-141-10 Licensee: Prior to submitting this application to the Alcohol & Gambling Enforcement Division you must have this form signed by your local city or county licensing official Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division (AGED) 445 MinnesotaStreet, Suite 222, St. Paul, MN 55101-5133 Telephone 651-201-7500 Fax 651-297-5259 TTY 651-282-6555 dps.mn.gov A WSB Memorandum G.5 178 East 9th Street, Suite 200 1 St. Paul, MN 55101 1 (651) 286-8450 To: Tom Weidt, Mayor, City of Hugo Hugo City Council CC: Rachel Juba, Planner, City of Hugo Rachel Leitz, Community Development Assistant, City of Hugo Mark Erichson, City Engineer, WSB From: Tony Havranek, Senior Ecologist, WSB Date: March 28, 2018 Re: City Project No. 17.18 WSB Project No. 011371-00 To accommodate expansion of its manufacturing division, Schwieters Properties submitted a MN Joint Application for Activities Affecting Water Resources that request approval for sequencing and impacts to wetlands found on the site. Schwieters is proposing to impact 1.58 acres of wetland. Impacts are to two (2) separate basins on the property and will impact Wetland No. 2 in its entirety, and a portion of Wetland No. 1. The remaining wetland on the property is not proposed to be impacted. Schwieters is proposing to replace the 1.58 acres of impact to Wetland No. 1 and Wetland No. 2 through the purchase of 3.16 acres of wetland credit from an existing approved wetland bank in Washington County. Based on my review of the application and supporting documentation, the requirements under the MN Wetland Conservation Act have been met. The Notice of Decision and supporting documentation are attached to this memo. I recommend approval of the Schwieters Joint Application for sequencing and wetland replacement. If additional information is required I can be contacted at (612)246-9346 or thavranek(cDwsbeng.com. Attachments: Notice of Decision for Schwieters Joint Application MN Joint Application for Activities Affecting Water Resources Building a legacy —your legacy. Equal Opportunity Employer I wsbeng.com K1011371-000\Admin\Permits\17.18 Molitor Property\Replacement Plan\Memorandum_HugoCityCouncil_SchwietersExpansion_032818.docx Minnesota Wetland Conservation Act Notice of Decision Local Government Unit (LOU) Address City of Hugo Steve Duff) 14669 Fitzgerald Ave. N., Hugo, MN 55038 1. PROJECT INFORMATION Applicant Name John Schwieters- Project Name. Schwieters Expansion Date of Application 2/6/18 -Initial Application Application Number Schwieters Properties PID -300312111005 2/12/18 -Complete 17.18 Scott Thelen- Pinnacle 011371-00 Engineering 011038-00 ® Attach site locator map. Type of Decision: ❑ Wetland Boundary or Type ❑ No -Loss ❑ Exemption ® Sequencing ® Replacement Plan ❑ Banking Plan 1ecnmcal hvaluatlon Vanel rindmgs and Kecommenciation (it any): ® Approve ❑ Approve with conditions ❑ Deny Summary (or attach TEP members from Washington Conservation District (WCD) and BWSR verbally approved the sequencing and wetland replacement application at the 3/5/18 TEP meeting. 2. LOCAL GOVERNMENT UNIT DECISION Date of Decision: April 3, 2018 ❑ Approved ® Approved with conditions (include below) ❑ Denied LGU Findings and Conclusions (attach additional sheets as necessary): BWSR Forms 11-25-09 Page 1 of 4 Scott Thelen (Pinnacle Engineering, Inc.) submitted a MN Joint Application on October 23, 2017 on behalf of Bruce Molitor requesting a wetland type confirmation and a wetland boundary concurrence for the Schwieters expansion site (Molitor Property). The wetland boundaries and types were approved as part of a Notice of Decision submitted on December 29, 2017. This Notice of Decision is in response to a sequencing and replacement plan application submitted on February 6, 2018 and noticed on February 12, 2018. The application included sequencing and replacement for 1.58 acres of type 3 wetland impact. Under this application the applicant is proposing to impact 0.44 acres of wetland 1 (a type 3 wetland) and 1.14 acres of wetland 2 (a type 3 wetland) to allow for expansion of the Schwieters Manufacturing Division. Wetland 3 is not proposed to be impacted under this application. The application includes a sequencing analysis. This anlysis is based on MN Rule 8420.0520 and includes three (3) project alternatives that completely avoid wetland impacts, as well as impact minimization, and relacement of unavoidable wetland impacts. The replacement plan application addressed MN Rule 8420.0515 subps. 2-10 and found no rare natural communities, blanding's turtle not on site, but 0.25 miles away, no special fish and wildlife resources, no historic sites, the project would not adversely affect groundwater or surface waters, the site is not used for education or reasearch, the site is not identified as having hazardous waste, and is consistent with local plans. Sequencing Mn Rule 8420.0520 lists specific sequencing requirements. As part of the applicant's sequencing process five (5) alternatives were considered as part of project planning. Three (3) of these alternatives resulted in no wetland impacts (alternatives 1-3). The first was the no -build option. This alternative was rejected since its does not meet the project purpose and does not meet the physical, economic, or demographic requirements of the project. The second was an alternative location search. The Schwieters expansion had two primary concerns when vetting locations; railway access and a site with the proper layout to accommodate the manufacturing process, outbuildings, parking, and semi access. Schwieters retained a consultant to complete a property search and vetted two proerties; one in Blaine and the other in Columbus. Both sites met some of the criteria, but not all; specifically railway access. Based on the search criteria, this alternative was rejected. The third alternative included using the site and avoiding all impacts. To do this, city parking requirements would not be met. Also, semis accessing the site would not have enough space to navigate safely. Lastly, Schwieters unique manufacturing process, which is completed in a linear fashion, could not be implemented; due to the reduced size of the development area. Based on potential safety, access, and engineering concerns, this alternative was rejected. Alternative 4 utulized a majority of the parcel to accommodate stormwater facilities, outdoor product storage, parking, screening, and office buildings. This alternative would have resulted in 2.13 acres of wetland impact. While this alternative would have allowed the Schweiters company maximum utilization of the site, it did not take into account wetland impact minimization, and was therefore rejected. Alterantive 5, is the preferred alternative. Under this design, Schwieters worked with the city to minimize wetland impacts by adjusting the size and layout of stormwater facilities, parking areas, office buildings, and storage. The office buildings were resized and rather than strictly used as office space, warehousing was included in the building's use. This resulted in a reduction in squre footage needed for storage and parking spaces (107 parking spaces were eliminated). One of the proposed cold storage buildings was reshaped and shifted to the west, and the cold storage building access from 1401 Street was eliminated. Stormwater facilities were reshaped and shifted west. While stormwater is proposed to be routed to wetland 1, it will be pre-treated; resulting in an increase in water quantity, but no decrease in water quality. Minimization efforts as part of alternative 5, resulted in a reduction of wetland impacts of 0.55 acres. BWSR Forms 11-25-09 Page 2 of 4 Wetland Replacement The applicant's proposed alternative to develop the site to accommodate the Schwieters expansion plan, will result in 1.58 acres of permanent impact to two (2) type 3 wetlands. This includes impacting all of wetland 2, and a portion of wetland 1. The unimpacted portion of wetland 1, will receive stormwater after pre-treatment. MN Rule 8420.0522 requires that wetland impacts be replaced at a 2.5:1 ratio. The applicant has requested the ratio be reduced by 0.5:1 since replacement for the impacted wetlands will be withdrawn from an approved wetland bank site. The resulting replacement ratio is 2:1. The applicant is proposing to purchase 3.16 acres of type 3 upland and wetland credit from wetland bank 1522. BWSR siting requirements for wetland replacement require applicants follow the priority order of using credits within in the same minor watershed, the same major watershed, the same bank service area (BSA), and in another BSA. There are no approved wetland credits within the Hardwood Creek minor watershed, therefore the applicant is proposing to use credits from wetland bank 1522 which is the same major watershed (Mississippi River -Twin Cities). The application includes a purchase agreement for 3.16 acres of wetland credits from wetland bank 1522. Based on the information provided in the Joint Wetland Permit Application prepared by Pinnacle Engineering and dated February 6, 2018, the application for sequencing and wetland replacement is approved with the following conditions: 1.) No wetland impacts will occur until the applicant has provided confirmation from BWSR that 3.16 acres of wetland credit has been withdrawn from wetland bank account 1522 to replace the 1.58 acres of proposed wetland impact. 2.) No additional impacts will occur to wetlands (temporary or permanent) within the project area beyond the proposed 1.58 acres. 3.) Stormwater discharging to wetland 1, will be pre-treated prior to discharge according to stormwater site plans and guidance provided under MN Rule 8420.0112 subp. N. 4.) The applicant will provide protections for the remaining portion of wetland 1 and wetland 3 during construction activities. For Replacement Plans using credits from the State Wetland Bank: Bank Account # Bank Service Area County Credits Approved for Withdrawal 1522 7 Washington (sq. ft. or nearest .01 acre) 3.16 acres Replacement Plan Approval Conditions. In addition to any conditions specified by the LGU, the approval of a Wetland Replacement Plan is conditional upon the following: ❑ Financial Assurance: For project -specific replacement that is not in -advance, a financial assurance specified by the LGU must be submitted to the LGU in accordance with MN Rule 8420.0522, Subp. 9 (List amount and type in LGU Findings). ❑ Deed Recording: For project -specific replacement, evidence must be provided to the LGU that the BWSR "Declaration of Restrictions and Covenants" and "Consent to Replacement Wetland" forms have been filed with the county recorder's office in which the replacement wetland is located. ® Credit Withdrawal: For replacement consisting of wetland bank credits, confirmation that BWSR has withdrawn the credits from the state wetland bank as specified in the approved replacement plan. Wetlands may not be impacted until all applicable conditions have been met! LGU Authorized Signature: BWSR Forms 11-25-09 Page 3 of 4 Signing and mailing of this completed form to the appropriate recipients in accordance with 8420.0255, Subp. 5 provides notice that a decision was made by the LGU under the Wetland Conservation Act as specified above. If additional details on the decision exist, they have been provided to the landowner and are available from the LGU upon request. Name: Title: Tony Havranek Senior Ecologist (WSB & Associates, Inc.), on behalf of the City of Hugo Signature Date: Phone Number and E-mail: April 3, 2018 (612)246-9346, thavranek@wsbeng.com THIS DECISION ONLY APPLIES TO THE MINNESOTA WETLAND CONSERVATION ACT. Additional approvals or permits from local, state, and federal agencies may be required. Check with all appropriate authorities before commencing work in or near wetlands. Applicants proceed at their own risk if work authorized by this decision is started before the time period for appeal (30 days) has expired. If this decision is reversed or revised under appeal, the applicant may be responsible for restoring or replacing all wetland impacts. This decision is valid for three years from the date of decision unless a longer period is advised by the TEP and specified in this notice of decision. 3. APPEAL OF THIS DECISION Pursuant to MN Rule 8420.0905, any appeal of this decision can only be commenced by mailing a petition for appeal, including applicable fee, within thirty (30) calendar days of the date of the mailing of this Notice to the following as indicated: Check one: ❑ Appeal of an LGU staff decision. Send petition ® Appeal of LGU governing body decision. Send and $ fee (if applicable) to: petition and $500 filing fee to: Executive Director Minnesota Board of Water and Soil Resources 520 Lafayette Road North St. Paul, MN 55155 4. LIST OF ADDRESSEES M SWCD TEP member: Jay Riggs, Washington Conservation District, 455 Hayward Avenue North, Oakdale, MN 55128 jriggskmnwcd.org ® BWSR TEP member: Ben Meyer, Board of Water & Soil Resources, 520 Lafayette Road N., St. Paul, MN 55155, ben.meyer(kstate.mn.us ® LGU TEP member (if different than LGU Contact): Rachel Juba, City of Hugo, rjubakci.hugo.mn.us Rachel Leitz, City of Hugo, rleitzgci.hugo.mn.us ® DNR TEP member: Becky Horton, Minnesota Department of Natural Resources, 1200 Warner Road, St. Paul, MN 55106 becky.horton(kstate.mn.us Jenifer Sorensen, MN DNR, j enifer. sorensen@state.mn.us ❑ DNR Regional Office (if different than DNR TEP member) ® WD or WMO (if applicable): Nick Tomczik, Rice Creek Watershed District, 4325 Pheasant Ridge Drive, Suite 611, Blaine, MN 55449-4539 ntomczikAricecreek.org ® Applicant (notice only) and Landowner (if different): John Schwieters, Schwieters Properties, john.gjlschwieters.com , Scott Thelen, Pinnacle Engineering, sthelen(c1�pineng com ❑ Members of the public who requested notice: Stephanie Hatten, WSB, shattenkwsbeng com ® Corps of Engineers Project Manager (notice only): Thomas Hingsberger, BWSR Forms 11-25-09 Page 4 of 4 thomas.j.hin sg ber eger(kusace.anny.mil ❑ BWSR Wetland Bank Coordinator (wetland bank plan applications only): 5. MAILING INFORMATION ➢For a list of BWSR TEP representatives, see: www.bwsr.state.mn.us/aboutbwsr/workareas/WCA_areas.pdf )0- For a list of DNR TEP representatives, see: www.bwsr.state.mn.us/wetlands/wca/DNR TEP_contacts.pdf ➢ Department of Natural Resources Regional Offices: NW Region: NE Region: Central Region: Southern Region: Reg. Env. Assess. Ecol. Reg. Env. Assess. Ecol. Reg. Env. Assess. Ecol. Reg. Env. Assess. Ecol. Div. Ecol. Resources Div. Ecol. Resources Div. Ecol. Resources Div. Ecol. Resources 2115 Birchmont Beach Rd. NE 1201 E. Hwy. 2 1200 Warner Road 261 Hwy. 15 South Bemidji, MN 56601 Grand Rapids, MN 55744 St. Paul, MN 55106 New Ulm, MN 56073 For a map of DNR Administrative Regions, see: http:Hfiles.dnr.state.mn.us/aboutdnr/dnr regions.pddf ➢ For a list of Corps of Project Managers, see: www.mvp.usace.army.mil/regulatory/default.asp?pageid=687 or send to: Dept. of the Army, Corps of Engineers, St. Paul District ATTN: CO -R, 190 Fifth Street East St. Paul, MN 55101-1638 ➢ For Wetland Bank Plan applications, also send a copy of the application to: Minnesota Board of Water and Soil Resources Wetland Bank Coordinator 520 Lafayette Road North St. Paul, MN 55155 6. ATTACHMENTS In addition to the site locator map, list any other attachments: ® Joint Wetland Permit Application, Dated February 6, 2018 ® Copy of City of Hugo City Council meeting minutes (April 3, 2018) BWSR Forms 11-25-09 Page 5 of 4 4.1 March 26, 2018 Mr. Chuck Preisler Building Official City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 Roof Spec Inc. 2400 Prior Avenue North St. Paul, MN 55113 (651)639-0644 (651) 639-1828 (fax) 800-494-4085 Phone: 651-762-6313� E-mail: cl)reislerr&ci.hueo.mn.us SUBJECT: RECOMMENDATION FOR AWARD HUGO FIRE STATION RSI PROJECT #17-12595-02 Dear Mr. Preisler: On the attached tabulation of bids received for the re -roofing of the Hugo Fire Station, Diverse Construction Services, LLC is the apparent low bidder. We have reviewed the scope of the project with the contractor and they have indicated that they have included all items in their bid. Based on the above, we would recommend award of the base bid package for the re -roofing at Hugo Fire Station, for the contract amount of $168,137.00 to Diverse Construction Services, LLC. If you should have any questions or require further information, please contact our office. Respectfully, ROOF SPEC, INC. Weston Thone, RRO, RRC, CDT Senior Consultant TT/jrc Enclosures ® BUILDING ENVELOPE CONSULTING ® SPECIFICATIONS * DESIGN . CONSTRUCTION MANAGEMENT* INSPECTIONS *TESTING All Information is submitted as the confidential property of our clients. Any copies or extractions are reserved pending our written approval. I.1 L A N D F 0 R M From Site to Fini,: i 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Hugo City Council FROM: Mary Matze through Kendra Lindahl, Landform DATE: March 29, 2018 for the April 2, 2018 City Council Meeting RE: 2040 Comprehensive Plan Update Background • • Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net In 2017, the City initiated the planning process to update the 2030 Comprehensive Plan that was completed in 2008. As part of the 2040 Comprehensive Plan update, the City has held several meetings with residents, Commissions, and Council to gather feedback and understand community priorities and what has changed since that time. 2. March 8' - Planning Commission Meeting The Planning Commission reviewed the Comprehensive Plan and held a public hearing on March 8, 2018. Seven people spoke at the public hearing. Two people commented on items that were not related to the Comprehensive Plan document and five people commented on the proposed trail shown going north on Everton Avenue from County Road 8/Frenchman Road. Staff addressed comments from residents about the unrelated items noted in the public hearing. Residents that live on the large lots on Everton Avenue were opposed to a proposed trail shown along Everton Avenue because they felt that there is a lot of activity on the road today and that showing a future trail may invite more people to use the road. The residents stated that there are people walking from the townhomes north of them to Everton Avenue. Staff noted that throughout the process residents have requested more trail connections and more trails in general. This connection is a result of that feedback. Planning Commissioners noted that the road is public and people will continue to walk there regardless of whether or not the proposed trail is shown on the plans. Staff clarified that trails are usually constructed if/when the adjacent properties develop or when streets are reconstructed. As part of a reconstruction project, it is City policy to meet with adjacent residents to discuss the street improvement project, including any planned trails. At that time, the Council would look at the Comprehensive Plan, listen to resident feedback, and make the decision on whether or not to include the trail in a street improvement project. The Commission noted removing the trail from the plan does not eliminate the possibility of the trail being constructed in the future. Planning Commissioners voted 4-2 in favor of recommending approval of the 2040 Comprehensive Plan update. Staff clarified with Commissioners that voted against recommending approval of the Comprehensive Plan that in fact, they were supportive of the 2040 Comprehensive Plan update, but were not in favor of a trail being shown along Everton Avenue north of Frenchman Road. Landform®, SensiblyGreen° and Site to Finish are registered service marks of Landform Professional Services, LLC. 3. Summary Summary of Key Meetings • The City held a joint kickoff for the Comprehensive Plan with City Council and the City's Commissions on February 21, 2017 and an Open House Workshop with the Community on April 19, 2017. The purpose of these meetings was to gather feedback on what changed in the Community since 2008. This was achieved by discussing the strengths, opportunities, weaknesses, and what stands in the way of developing opportunities or maintaining strengths. The City invited the Urban Land Institute to present their "Navigating Your Competitive Future" program with a developer roundtable at a May 16, 2017 workshop. All Council members, Commissioners and the public were invited to attend. On June 8, 2017 Planning Commission reviewed feedback from the April 19, 2017 Open House and from the May 16th workshop. Feedback indicated that there were no significant issues for the City since the 2008 update. On June 13, 2017, the City held a Public Open House that focused on planned services for Eastern Hugo. At this time, the Metropolitan Council is not planning services for Eastern Hugo. Residents were asked to provide feedback on whether services should be provided and proposed densities of land development. As a result of the open house feedback, the City determined that in order to make a decision about development design and densities, additional information about the feasibility of providing services to Eastern Hugo was necessary, and that a feasibility study will be listed as an implementation step in the 2040 Land Use Plan. On August 8, 217, the City held an open house to gather feedback on the Parks and Trails plan. Feedback indicated a support for more parks and trails and that the City is doing a good job in this area. On August 10, 2017, Planning Commission reviewed the overall direction of the Land Use Plan and confirmed key study areas. A draft version of the document was presented to Parks Commission on December 20, 2017, to Planning Commission on December 21, 2017, and to City Council on February 5, 2018. Both Commissions and Council were supportive of the proposed updates to the 2040 Comprehensive Plan. The City invited the public to provide feedback on the draft plan at a public open house on February 26, 2018. Fifty-eight people attended the event, and seven people provided written feedback. Feedback forms asked what participants liked the most about the Comprehensive Plan, what people liked the least and gave participants the opportunity to provide open ended responses. Comments were generally supportive and appreciative of updates to the Comprehensive Plan. Only two participants provided feedback about what they liked the least. Both comments were related to lot sizes: one resident would like to see larger lot sizes and the other would like to see smaller lot sizes in Eastern Hugo. City Council - 2040 Comprehensive Plan Update April 2, 2018 • 4. Updates to the 2040 Comprehensive Plan ! ! The results of community feedback from March indicated that Hugo on track and that no major updates to the Comprehensive Plan were required. The following is a list of the primary updates that were incorporated into the 2040 Comprehensive Plan: • The document was updated to include more tables and graphic components to make the document easier to read. • Interactive links are being developed for the document, making navigation easier • Guiding Principles and Objectives were moved from Chapter 3 of the 2030 Comprehensive Plan to corresponding chapters. This should make it easier to relate the content to the objectives. Land Use Plan. Land use categories and associated densities did not change in this update, except that the Mixed Use category is required to have a minimum and maximum densities defined to ensure that goals for affordable housing and overall minimum density goals for the City are met. Staff reviewed key land use study areas to determine if changes were necessary. Mixed Use District The 2030 Comprehensive Plan identified three distinctive Mixed Use District areas, however, it did not provide distinctions on the types of development that the City would like to see in each district. • Update: Staff updated the text to provide more direction about the type of development that is desirable for each district. Text focuses on creating gateways for the City, emphasizes contextual transitions between land uses and surrounding districts, and responds to the transportation characteristics of each District. Metropolitan Council requires that development occur at an average density of 3 units per acre within the MUSA. As part of the update, staff reviewed densities to ensure that this requirement was met. Update: The Metropolitan Council requires that communities define minimum and maximum densities and the mix of residential, commercial, and industrial development within Mixed Use Districts. These parameters were not explicitly defined in the 2030 Comprehensive Plan. Staff reviewed several land use scenarios to determine how to best meet the affordable housing and average density goals defined by the Metropolitan Council. Staff determined that providing a minimum density of 10 units per acre and maximum density of 60 units per acre in the Mixed Use district, and requiring that 50% of mixed use development be residential is consistent with the policies of the 2030 Comprehensive Plan. Housing Plan. The Housing Plan was updated to reflect the affordable housing goals as determined by the Metropolitan Council. City Council - 2040 Comprehensive Plan Update April 2, 2018 0 0 Economic Development Plan. The Economic Development plan was updated to reflect current trends and employment in the City. Parks, Trails and Open Space. Staff reorganized this chapter to clarify key concepts, to highlight and strengthen locational criteria for park development in the City, and to evaluate needs for the parks system. Staff also evaluated the Greenway Corridor map based on updates to the Natural Resources map. The most significant plan changes were made in this chapter to help make it more usable for staff, Commissioners, Council and the public. Resiliency Plan. The Resiliency Plan is a new chapter that was added to the 2040 Comprehensive Plan that focuses on disaster preparedness and managing new technologies that may impact city safety and infrastructure. Transportation Plan. This chapter was updated to include policies that emphasize safe street crossings and transportation corridors for all types of users (including people who walk, bike, and drive). Staff also incorporated plans for future improvements and evaluated it to ensure that it was well coordinated with policies in other chapters. Comprehensive Water Supply and Water Distribution Plan. Due to the City's water conservation work over the last ten years, demand for water decreased. Therefore, the projections for water infrastructure needs were evaluated and updated to reflect the revised demand. This resulted in a reduction in the projected number of wells, need for new water storage volumes, and overall demand. Comprehensive Water Resources Management Plan. This chapter was updated to refer to new watershed district rules and incorporate the City's water conservation goals and strategies. Sanitary Sewer Plan. Because water usage is going down due to water reuse and conservation efforts, the need for sanitary sewer infrastructure is projected to decline. Therefore, the sanitary sewer plans waste water flow projections were adjusted to reflect the decline in wastewater. 5. Next Steps Council should review and approve the plan for distribution to adjacent cities and agencies. The City will distribute the plan to adjacent communities and agencies for a six-month review period as required. The Metropolitan Council will informally review, but will not approve the Comprehensive Plan until after this review period is complete. After the six-month review is complete, we will formally submit the plan to the Metropolitan Council and they will review for compliance with regional plans and either approve it or recommend changes to bring the plan into compliance with regional plans. After the Comprehensive Plan is adopted, the City will need to begin working on the adopted implementation items, including an update to the Zoning Map and Ordinance to ensure compliance with the Comprehensive Plan. City Council - 2040 Comprehensive Plan Update April 2, 2018 • 6. Recommended Action • Adopt the attached resolution approving the 2040 Comprehensive Plan for distribution and Metropolitan Council review. Attachments a. Draft Resolution approving the 2040 Comprehensive Plan b. DRAFT 2040 Comprehensive Plan. The draft plan can be found on the the City Website at: http://www.ci.hugo.mn.us/2040compplan City Council - 2040 Comprehensive Plan Update April 2, 2018 RESOLUTION 2018 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HUGO APPROVING A COMPREHENSIVE PLAN UPDATE FOR THE CITY OF HUGO WHEREAS, the City of Hugo initiated an update to its Comprehensive Plan in 2017, consistent with the requirement in state law; and WHEREAS, the City has held numerous open houses, workshops and meeting to discuss each element of the plan; and; WHEREAS, the City has communicated to residents, property owners and other stakeholders through individual inquiries, mailed notices, newsletters, the City website and news releases to local press; and WHEREAS, the City may continue to make non -substantive changes to the Comprehensive Plan Update; and WHEREAS, the Planning Commission reviewed the Plan at a duly called Public Hearing and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the 2040 Hugo Comprehensive Plan update. FURTHER, approval of the Comprehensive Plan update is contingent upon the required six-month review by adjacent and affected jurisdictions; and FURTHER, approval of the Comprehensive Plan update is contingent upon, and subject to, the required review and response by the Metropolitan Council. WHEREUPON, a vote being taken upon the motion, the following members voted in favor: xx The following voted against: xx ADOPTED by the City Council this xx day of April 2018. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk C076o Park Zoo ain Conservatal ,% 1 and Rain fores - Rom 1225 Estabrc "k Drive St. Pau1,,M., N 55103 Tliis 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 please RSVP b3: April 6th to Kimberly at 651-215-4000 or KimberlyCMetroCiticsMN. org. Metro Cities Annual Meeting Thursday, April 19, 2018 5:30 pm - Social Hour with Light Hors d'oeuvres & Cash Bar 6:30 pm - Guest Speakers 7:00 pm - Metro Cities Business Meeting (Board Elections) Gug1t Sp � r• B Kyle is the President a' n -c EO of the St. ber of Commerce where she leads a team serving over 1,200 Twin Cities companies and organizations. Ms. Kyle was previously the Sen- ior Vice* President of Strategic Development at the St. Paul Port Authority, where she worked in business development and was involved in many projects including CHS Field, the St. Paul Police Safety Training Facility, and the Treasure Island Center redevelopment project (formerly the Macy's building). Prior to that, she worked in the financial services industry and in sales. A Jonathan Weinhagen is the President and CEO of the Minneapolis Regional Chamber where he leads three distinct but connected entities: the Minneapolis Regional Chamber, the Bloomington Chamber of Commerce, and the Northeast Minneapolis Chamber of Commerce, involving more than 1,000 business members from around theTwin Cities. Mr.Weinhagen was previously with the St. Paul Area Chamber of Commerce (SPACC) and also serves on the MoundsView Public Schools Board of Education. For President: Mary Gaasch, Mayor, Lauderdale For Vice -President: Mark McNeill, City Administrator, Mendota Heights For Re -Election: Myron Bailey, Mayor, Cottage Grove Lisa Laliberte, Counciimember, Roseville Rebecca Noecker, Councilmember, St. Paul For Board Vacancies: Mary Hamann -Roland, Mayor, Appl J.Thomas McCarty, City Administrator April 2018 April 2018 May 2018 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 5 8 9 10 11 12 13 14 6 7 8 9 10 11 12 15 16 17 18 19 20 21 13 14 15 16 17 18 19 22 23 24 25 26 27 28 20 21 22 23 24 25 26 29 30 27 28 29 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Apr 1 2 7:OOpm City Council 3 4 5 6 7 Meeting 8 9 10 11 12 13 14 6:00pm St Project open 5:30pm LBAE house (Rice Lake 6:30pm BOZA Centre) 7:00pm Planning Commission 15 16 17 18 19 20 21 5:00pm EDA Meets 7:00pm Parks 5:00pm Metro Cities 8 00a Spring Cleanup 7:00pm City Council Meeting (Como Park). (Public Works Bldg) 22 23 24 25 26 27 28 7:00pm Historical 5:00pm Burger Night 6:30pm BOZA 11:00am Kidz'n Biz Commission (Hugo Legion) (Oneka Elementary) (Hugo Oneka Room) Commisison 29 30 May 1 2 3 4 5 Meetings in green are scheduled/posted meetings. 1 3/29/2018 2:42 PM May 2018 May 2018 June 2018 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 3 4 5 1 2 6 7 8 9 10 11 12 3 4 5 6 7 8 9 13 14 15 16 17 18 19 10 11 12 13 14 15 16 20 21 22 23 24 25 26 17 18 19 20 21 22 23 27 28 29 30 31 24 25 26 27 28 29 30 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Apr 29 30 May 1 2 3 4 5 6 7 8 9 10 11 12 7:00pm City Council 6:30pm BOZA Meeting 7:00pm Planning Commission 13 14 15 SDOpm EDA Meets 16 7:00pm Parks 17 18 19 1 Mothers Day 20 21 22 23 24 25 26 5:00pm Burger Night 6:30pm BOZA 7:00pm City Council Meeting (Hugo Legion) - 7:00pm Planning Commisison 27 28 Memorial Day 29 30 31 Jun 1 2 Meetings in green are scheduled/posted meetings. 2 3/29/2018 2:42 PM