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If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or rjuba@ci.hugo.mn.us, thank you. Agenda Hugo Planning Commission Thursday, September 22, 2022 Hugo City Hall 7:00 PM A. ROLL CALL: Andress, Arcand, Derr, Kleissler, Lessard, Petty B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. September 8, 2022 D. PUBLIC HEARING 1. Premier Bank – Site Plan, Zoning Amendment, Conditional Use Permit, and Variances for commercial building at 5616 147th Ave N. E. NEW BUSINESS F. OLD BUSINESS G. ADJOURNMENT Minutes for the Planning Commission Meeting of Thursday, September 8, 2022 Chair Kleissler called the meeting to order at 7:00 pm. PRESENT: Andress, Arcand, Derr, Kleissler, Petty ABSENT: Lessard STAFF: Rachel Juba, Community Development Director Max Gort, Associate Planner Pledge of Allegiance. Oath of Office New Planning Commissioner Steve Andress introduced himself to the Commissioners and those in attendance, giving some background on his previous volunteer involvement in the city. Mr. Andress took the Oath of Office at 7:02 PM Introduction of Max Gort – Associate Planner Community Development Director Juba introduced the newly hired Associate Planner, Max Gort, to the Commissioners and those in attendance. Approval of Minutes for the Planning Commission Meeting of July 28, 2022 Commissioner Derr made a motion, seconded by Commissioner Petty to approve minutes for the meeting of July 14, 2022. Ayes: Andress, Arcand, Derr, Kleissler, Petty Motion carried. Public Hearing: Dennis Properties LLC – “Downtown Hugo” Preliminary Plat and PUD Staff provided a background on the proposed “Downtown Hugo” project from Dennis Properties LLC. The applicant is requesting approval of a preliminary plat and planned unit development (PUD) to subdivide and master plan the property to allow 5 buildings for a total of approximately 63,000 square feet. The PUD general plan is proposed for the entire 4.2 acres of the property and is will replace the previous PUD General Plan that was approved in 2020. The property is located on the east side of Highway 61 in downtown along Egg Lake. The property includes wetlands along the lake for a total of 4 July 28, 2022 PC Minutes Page 2 buildable acres. The property is currently owned by the City of Hugo and the applicant has a purchase agreement to purchase the property in phases. The PUD General Plan includes 5 buildings totaling 63,000 square feet, which includes 24,732 square feet for a second story of a couple buildings. The mix of uses are restaurants (18,000 square feet), retail (25,000 square feet), and office (20,000). The plan includes a downtown main street concept, promenade in the center, and a waterfront boardwalk intended to give residents and guests views of Egg Lake. The preliminary plat includes four lots that will generally have a building on each lot with cross access and parking agreements. A property owners association will be required to be created to maintain the private drives, landscaping, lighting, and other common areas. The applicant is requesting flexibility from the shoreland, parking and setback regulations. In exchange for this flexibility the applicant is providing a landscape plan that exceeds ordinance standards, design standards and architecture that exceed ordinance standards, creation of a main street atmosphere in the Central Business District, and public access to Egg Lake. The 2040 Comprehensive Plan shows the land use being Mixed-Use (MIX). The PUD is consistent with the Comprehensive Plan in terms of land use. It is in staff’s opinion that the PUD general plan has offered a creative and efficient method to planning the site, all which meets the intent of the PUD ordinance. The preliminary plat includes 4 lots. The development is proposed in phases. Lot 1, Block 1 is proposed as the first phase and is proposed to be a restaurant. The applicant will be required to apply for a PUD final plan and final plat for each lot in the PUD. The applications meet the criteria for approval and are also consistent with the downtown plan and design guidelines. Staff recommended the Planning Commission approve the PUD and preliminary applications, subject to the conditions listed in the resolutions. Commissioner Petty asks Staff about the trash enclosure being located facing a nearby residential property. Juba responds that location of the trash enclosure will be further discussed with the applicant due to nearby residents and eventual goals of cross-access with other downtown commercial developments. Commissioner Arcand asks about the long-term effects of compromising on parking, especially if the development becomes popular. Staff is of the opinion that the required 380 spaces isn’t ful ly necessary, but also that the proposed 245 spaces is not enough. Due to phasing, the final PUD plan will have individual use evaluations for parking as they’re reviewed. Arcand says he is concerned about the possibility of reducing building square footage in order to reduce parking, and Commissioner Andress remarks that there is no proposed overflow parking. Juba states that parking will be evaluated as each individual building is evaluated, and that the appropriate amount of parking will be dictated by the use of each building. July 28, 2022 PC Minutes Page 3 Commissioner Petty asks about the purpose of subdividing the property into 4 lots compared to the 2 proposed development phases. Juba responds that master planned sites will often have multiple lot owners with cross-access and parking easements. Petty asks when in the process parking will be built with each lot, and Juba replies that lots will be built in accordance with each phase . Commissioner Arcand asks if parts of the boardwalk would be built with each phase, Juba says yes. Arcand asks to clarify whether the dock will be built over the lake or up to the lake, Juba replies that the boardwalk will be built up to the property line and not over the lake. Commissioner Arcand says that public access to Egg Lake shouldn’t be considered a benefit of the PUD flexibility, citing the private ownership of the shore line. The applicant, Denny Trooien of White Bear Lake, MN approaches the Planning Commission. Trooien expresses the excitement he and his team feel for having gotten to this stage, and introduces the members of his development team in attendance. According to Trooien, the sketch plan ideas for the project after several drives past the site plus a kayak excursion onto Egg Lake. Trooien says that parking can come after the rest of the design process. Originally, the plan had 90,000 square feet of commercial space, whittled down to the proposed 63,000 square feet. Trooien states that his consultants have done an analysis of shared parking based on differing uses and that their study concluded that 245 could work but his team agrees with staff that a building-by-building analysis is best. Trooien is of the opinion that parking ordinance is too high, and offers to answer questions from the Commissioners. Commissioner Derr asks about building elevations, and whether the buildings will be noticeably propped up above Highway 61 due to fill. Juba responds with the 35-foot maximum building height in the C-1 zoning district, and that the tallest building in the project is proposed to rea ch 27 feet. Pete Keely, architect with Collage Architects, answers the question about fill, stating that the buildings will be placed upon piling rather than fill, and highlights that rooftop mechanical equipment will be screened by the roofing itself. Chair Kleissler asks about the response from the DNR and their feedback regarding setbacks from the lake. The applicant responds highlighting several items. First the mitigating factors the team has built in intended to ease issues with wetland delineation, including redacting the plans to use fill. They stated that the decking would not go beyond the ordinary high-water mark, Trooien highlights that only the dock has an extension into Egg Lake. Lastly, Trooien expresses his wish to be able to build a dock with a more commercially-suitable size, and hopes to continue working with the DNR to find an agreement. Chair Kleissler opened the Public Hearing at 7:50 PM Ann Brosse, of 5965 138th Street North, speaks that she is concerned about the DNR’s response and the overreaching shoreland development. She is concerned about the encroachment up to the property line on Egg Lake and the need to preserve the shoreline. Brosse is also concerned that the city was disregarding the recently adopted shoreland overlay district setback requirements. Brosse states that she wishes to protect and conserve water and other natural resources as the city grows. July 28, 2022 PC Minutes Page 4 James Gregoire, of 16720 Henna Avenue North, asks several questions. The first was whether adjacent city-owned properties could be purchased to accommodate extra parking. The second is whether stormwater would be drained into Egg Lake directly, causing runoff issues. The third was about how the rear of the buildings would appear from Highway 61, concerned about seeing a blank side of a building. Juba responded to the first question by mentioning that the option of purchasing the adjacent city- owned properties had been discussed, but ultimately the applicant had only signed a p urchase agreement on this particular property. Juba also responded to the third question by highlighting the proposed articulated architecture which intentionally makes all four sides of the building have visually pleasing design. Paul Schroeder, the project engineer from SRF Consulting Group, addresses Mr. Gregoire’s second question by explaining the design of the porous pavement to allow stormwater to soak into sand and other porous soils, with a small portion draining into the storm sewer system on Hig hway 61, and draining into Egg Lake. Chair Kleissler asks about whether the proposed semi-pervious surface is classified as pavement or open. Schroeder states that it can go either way but it is considered pervious because water is allowed to soak in and flow under. Commissioner Andress asks about how snow removal affects that style of pavement. Schroeder responds saying that it still needs to be plowed, but that in the spring the surface may warm up more quickly than conventional pavement surfaces. Additionally, Schroeder mentions that the lot can’t be sanded to aid in ice melt and needs to use salt or other methods. Commissioner Petty asks if salt is detrimental to lake. Schroeder says he doesn’t want to answer definitively but highlights that salt will stay on site. Schroeder makes a final remark about how the buildings won’t be noticeably higher in elevation compared to the rest of the Highway 61 corridor. No one else spoke. Chair Kleissler closed the Public Hearing at 8:03 PM Commissioner Arcand asks Juba to clarify if technical evaluation panel approved the dock, deferring cooperation to DNR. Juba explains the background and duty of the technical evaluation panel. Commissioner Derr asks to view the PUD flexibility requests and items in exchange. Commissioner Petty says that request on PUD flexibility is pretty standard and that the items given in return make sense. Chair Kleissler agrees. July 28, 2022 PC Minutes Page 5 Commissioner Arcand says that 8 feet off of Hwy 61 doesn’t seem like much, asks what they’ll do with it. Juba explains the corridor project with Washington County and regional rail authority. Arcand commends the work put into the site and recognizes that the site is difficult to make something work on. No further commissioner discussion. Commissioner Petty makes a motion, seconded by Commissioner Arcand to approve Dennis Properties LLC’s Preliminary Plat and PUD applications for the “Downtown Hugo ” project. All Ayes. Motion carried. New Business City-Wide Bus Tour: Juba gives background on the event taking place on October 1st. Those interested in attending should contact City Clerk Michele Lindau to RSVP. Old Business None Adjournment Commissioner Petty made a motion, Commissioner Derr seconded, to adjourn at 8:11 PM. All ayes. Motion carried. Respectfully Submitted, Max Gort, Associate Planner TO: Hugo Planning Commission FROM: Max Gort, Associate Planner, through Rachel Juba, Community Development Director SUBJECT: Premier Banks – Site Plan, Zoning Amendment, CUP, and two Variances – 5615 147th Street N DATE: September 15, 2022, for the Planning Commission meeting of September 22, 2022 ZONING: Future Central Business (FCB) COMP PLAN LAND USE: Mixed-Use (MIX) 60-DAY REVIEW DEADLINE: October 4, 2022 1. DESCRPTION OF REQUEST: The applicant is requesting approval for a site plan for a commercial development on a 0.76 acre parcel for an approximately 4,500 square foot commercial building with a drive-through. The proposed use is to be a bank and 1,000 square feet for another tenant. The property is located on the northwest corner of 147th Street and Highway 61, currently occupied by a residential home. The property is zoned Future Central Business (FCB) and is located in the area of the City where development is guided by the downtown plan and design guidelines. The applicant is requesting to rezone the property to Central Business (C-1) to accommodate a commercial use. Additionally, the applicant is requesting approval of a conditional use permit to allow for a drive-through teller lane to be within 200 feet of a residentially zoned property. The applicant is requesting two variances. The first variance is to allow for 115 feet and 4 inches of space for vehicle stacking, where 180 feet is required by ordinance. The second variance is to allow for the drive-through main entrance to be located on Flay Avenue, a local street, where access to a state highway, county road, or city commercial collector street is required by ordinance. CITY OF HUGO Community Development Planning and Zoning Staff Report Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 2 2. CONTEXT: Surrounding Land Use and Zoning The properties to the north and west are zoned Future Central Business (FCB) and are occupied by residential homes. The properties to the east across Highway 61 are zoned Central Business (C-1) and are occupied by commercial uses. The properties to the south are zoned Future Central Business (FCB) and Central Business (C-1) and are occupied by single family homes and a commercial use. This property and the surrounding properties are guided Mixed-Use (MIX) in the 2040 Comprehensive Plan. The MIX land use classification allows for a mix of residential, commercial, office, and retail, and public/quasi-public uses. This mixed-use area is guided by the Downtown Design Guidelines and is expected to be developed with a mix of uses. Existing Site Characteristics The property is currently vacant, flat, and it does not appear to have wetlands. The principal structure on the property is a vacant, roughly 1,500 square foot single-family home with a roughly 750 square foot detached garage. The property is landscaped with several overhead deciduous trees and lines of coniferous trees providing screening from the property to the north. 3. BACKGROUND: On April 28, 2022, the Planning Commission gave informal comments on the applicant’s Sketch Plan, agreeing with staff that a neighborhood meeting held with the property owners to provide background on the FCB zoning district and how the area might develop. The neighborhood meeting was held on June 9, 2022. Attendees were given background on the Future Central Business (FCB) zoning district. The zoning of the property is Future Central Business (FCB). The future central business district (FCB) represents transition areas that have been identified as practical and generally suitable for future development as part of downtown. The purpose of the future central business district is to provide a holding zone until a landowner makes application for development, at which time the city may rezone the affected property consistent with the downtown plan, provided the development does not result in the premature extension of public utilities or impede planned road improvements. Residential land uses are allowed to continue pending future redevelopment consistent with the city's downtown plan. In general, the neighborhood was unaware of the FCB zoning of their property and were under the impression that they were all zoned residential. Most of the neighborhood did not want to have commercial in the area. Some of the neighbors were okay with commercial uses in the area. They asked what would need to be done to rezone the property to residential. Staff stated that a petition could be made for the City to consider the rezoning to residential. Staff has not received a petition to date. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 3 Premier Bank representatives were at the neighborhood meeting and presented their plan for redevelopment of the property. Some neighbors stated they did not want the access to be on Flay Avenue and the access onto 147th Street would be better. 4. ANALYSIS: A. LEVEL OF DISCRETION IN DECISION-MAKING The City’s discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. The City has discretion in approving or denying rezoning applications, based on whether or not the proposal meets the standards outlined in the Comprehensive Plan and Zoning Ordinance requirements. If the City finds that all the applicable standards are met, the rezoning application must be approved. However, if the City finds that any of the applicable standards are not met, the application may be denied. The City’s discretion in approving or denying a conditional use permit is limited to whether or not the proposed application meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the conditional use permit. The City’s discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The C ity has a higher level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards in the ordinance. B. REZONING PROPERTY FROM FCB TO C-1 The applicant is requesting to rezone the property from Future C entral Business (FCB) to Central Business (C-1). Staff has analyzed this rezoning based on the four criteria in the City ordinance under Section 90-40, Zoning Amendments: (1) The requested amendment is in compliance with the city’s comprehensive plan The property is guided for Mixed-Use (MIX) per the Comprehensive Plan and the requested amendment would be in compliance with the Mixed-Use land use designation. (2) The proposed zoning classification is appropriate for the property given the topographic, environmental and cultural limitations of the site. The proposed commercial property would be on relatively flat land. The applicant is proposing to keep some existing trees as well as plant several new landscaping elements. The building and site area arranged to accommodate the proposed use in regards to parking, access, and building placement. The proposed zoning Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 4 classification is appropriate for the property because there are no topographic, environmental, or cultural limitation of the site. (3) Existing public infrastructure is adequate to handle the development that can reasonably be foreseen on the site The property is within the vicinity of a city collector street and a state highway, which will adequately direct vehicle traffic to the proposed access point on Flay Avenue. The property is served by city sewer and water. (4) The proposed zoning classification will not have unreasonable negative impacts on neighboring properties The applicants have designed the site to minimize negative impacts on neighboring existing property. Adjacent properties are currently zoned FCB with the intention of being rezoned for commercial use in the future or having a mix of uses per the Mixed-use land use, the surrounding properties could develop with compatible uses with the proposed commercial use. The proposed zoning classification will not have unreasonable negative impacts on neighboring properties. (5) The floodplain designation on the official zoning map shall not be removed from floodplain areas unless it can be shown that the designation is in error or that the area has been filled to or above the elevation of the regulatory flood protection elevation and is contiguous to lands outside the floodplain. The property is not within a floodplain district and no floodplain areas are proposed to be impacted. It is in staff’s opinion that all of the necessary requirements for approval of a zoning amendment are met. C. CONDITIONAL USE PERMIT FOR DRIVE-THROUGH BUSINESS The applicant is requesting approval of a conditional use permit (CUP) for a drive- through lane to be within 200 feet of a residentially-zoned property. Staff has reviewed the CUP application subject to the required findings outlined in Sec. 90-37 ‘Conditional use permits’ of City Code. (1) Law. The variance as requested is permissible by law. The proposed variance is permissible by law. (2) The proposed use is keeping with the spirit and intent of the ordinance. The spirit and intent of the ordinance is to reduce the effects of a drive-through lane for drive-through businesses on adjacent residential property. The proposed drive-through lane is designed intentionally to minimize impact on the existing residential properties within 200 feet. It is placed in the southeast portion of the property adjacent to Highwa y Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 5 61 and 147th Street. The drive-through lane is placed in an area that would reduce the effects on adjacent residential properties, therefore keeping with the spirit and intense of the ordinance. (3) The proposed use is compatible with the City’s Comprehensive Plan and the character of the surrounding area. The property is zoned Future Central Business (FCB) and is guided as Mixed -Use (MIX) land use in the comprehensive plan. The zoning district and land use anticipates commercial uses in this area. The surrounding properties are zoned FCB or commercial. The other corners of Highway 61 and 147th Street are occupied by commercial uses. The proposed use is compatible with the City’s comprehensive plan and the character of the surrounding area. (4) The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The proposed use has adequate drainage, water supply, and utilities. (5) The proposed use has adequate road access. The property has adequate road access from Flay Avenue North. (6) Technical Evaluation of Floodplain. The applicant is not proposing to impact any floodplain. (7) The proposed use should not increase the potential for flood damage. The proposed use would not obstruct the floodplain or increase the potential for flooding. (8) The proposed use will not damage or reduce the benefits the public receives from public waters. The proposed use would not damage or reduce the benefits from any public waters. (9) The use of watercraft on public waters. The proposed use would not involve the use of watercraft on public waters. (10) All structures shall be screened from view of public waters. The proposed use is not visible from public waters. (11) Wetland impacts. The proposed use does not adversely impact any wetlands. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 6 (12) The applicant would be responsible for obtaining all state and local permits. The applicant will be required to get all state and local permits. (13) Adequate screening and buffering from non-compatible uses and public rights-of- way. The area is zoned FCB and is anticipated to the developed with commercial uses consistent with the downtown plan. The other corners of 147th Street are developed with commercial uses. The applicant is showing the drive-through lane adjacent to Highway 61 and to preserve the existing trees on the north property line of the property. It is in staff’s opinion that the request meets all the items required to approve a CUP. D. SITE PLAN Building Setbacks The C-1 zoning district requires a minimum 10 foot front yard setback, a minimum 0 ft side yard setback, and a minimum 30 foot rear yard setback. The site plan complies with the setback requirements. Building Height The C-1 zoning district requires a maximum building height of 35 feet. The building will have a height of approximately 23 feet. The site plan complies with height requirements. Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building to 60% and lot area to be covered by impervious surface to 90%. The site plan meets the requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for commercial development. The site plan includes tree and shrub locations and species. The applicant is proposing 8 overstory deciduous trees, 4 coniferous trees, 4 ornamental trees, and 31 shrubs. This meets the landscape ordinance requirements for the project. The applicant is proposing to keep the existing evergreen trees on the north property line. The applicant is proposed to remove the existing trees on the property where the building is proposed and the existing trees on the east property line. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed ½ foot candle measured at the property line or 1 foot Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 7 candle measured at the street’s centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The applicant is proposing LED lights for wall mounted and pole mounted fixtures. The applicant has provided cut- sheet for both the wall lights for staff review and approval prior to installation. The lighting plan meets the ordinance standards along the property lines Fencing and Screening A proposed trash enclosure would be on the north side of the building, and the architectural plans show that the enclosure will feature walls consistently designed with the rest of the building’s exterior walls. The applicant is proposing the use of trees and landscaping for adequate screening from adjacent streets and properties. The plans show the roof top mechanical equipment located in a flat area on the roof. The applicant shows the parapet of the building screening the equipment from view. Screening of the roof top equipment is listed as a condition in the resolution. Streets and Access The performance standards for drive-through businesses requires the access to be on a State highway, County road, or City collector street. The site is proposed to have access from Flay Avenue North, a local road, therefore a variance is required. A. VARIANCE FROM DRIVE THROUGH LOCATION REQUIREMENTS (1) Law. The variance as requested is permissible by law. The proposed variance is permissible by law. (2) Practical Difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations. The term “Practical Difficulties” as used in the granting of a variance means: a. Reasonable Use. The property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance and; The applicant is proposing a driveway access location on the northwest side of the property connecting to Flay Avenue, currently a local road. By ordinance, drive- through access points must be located on a State highway, County road, or City commercial collector street. Staff has considered multiple access options and have determined that the proposed location is the best in terms of traffic engineering and minimizing the possibility of vehicle collisions. It is in staff’s opinion that the drive-through access point location requested is a reasonable use. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 8 b. Unique Circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The property has few practical options for the location of an access point. Due to the Washington County Regional Rail Authority’s (Hardwood Creek Trail) owned right-of-way between the property and Highway 61, there is not an option for an access point onto the state highway. Traffic engineering concerns arise when the access point is located on 147th Street North, a city commercial collector street, due to its proximity to Highwa y 61 and conflicts with the turn lanes. Additionally, an access point located on 147th Street N would require a change of the site and building orientation such that the drive-through and speaker would be facing toward the existing residential property. It is in staff’s opinion that the request for the variance is due to unique circumstances not created by the landowner c. Character of Neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. The neighborhood is zoned as Future Central Business (FCB) meaning that non- commercial uses are allowed, however it is anticipated that the properties within the district will eventually be developed as commercial businesses and rezoned to C-1. A drive-through business with its access point onto Flay Avenue North would be within the character of an eventual central business district. The other corners of Highway 61 and 147th Street are occupied by commercial uses. It is in staff’s opinion that the proposed access point location will not alter the essential character of the neighborhood. It is in staff’s opinion that there are practical difficulties in meeting the ordinance standards. (3) Spirit and Intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the City’s Comprehensive Plan. The spirit and intent of the ordinance is to ensure that drive-through businesses that generate respective vehicle traffic are not placing the burden of such traffic onto public streets that are not equipped to handle a high volume of vehicles. Although Flay Avenue North currently functions as a residential street, the neighborhood being guided for central business district zoning means that there will likely be other commercial uses access points on Flay Avenue in the future. This area is expected to be developed with commercial uses consistent with the downtown plan. It is in staff’s opinion that the location of the access point meets the spirit and intent of the code and compreh ensive plan. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The use is allowed in the C-1 zoning district. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 9 (5) Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The project is not located within the FEMA floodplain overlay district. The project is not expected to increase flood levels in the area. (6) Septic and Well Compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The property can be served by City sewer and water. It is in staff’s opinion that the request meets all standards required for a variance Parking and Drive-through Stacking According to Section 90-253 ‘Parking’, based on the use and the size of the building 18 parking stalls are required by ordinance. The site plan provides for 19 parking spaces, 2 of which are handicap spaces. The site plan meets the requirements for parking. The applicant is showing 115 feet and 4 inches for vehicle stacking for the drive-though, where 180 is required by the ordinance, therefore a variance is required. A. VARIANCE FROM VEHICLE STACKING REQUIREMENTS (1) Law. The variance as requested is permissible by law. The proposed variance is permissible by law. (2) Practical Difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations. The term “Practical Difficulties” as used in the granting of a variance means: a. Reasonable Use. The property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance and; The applicant is proposing to use the property for a drive-through commercial business. The plans for the drive-through service lane provide for 115 feet and 4 inches of vehicle stacking, which is less than the 180’ required by ordinance. The applicant provides a low estimate of vehicle trips per day. There is a bypass lane for the drive-through allowing for additional vehicle circulation. If the vehicle stacking goes beyond the 115 feet and 4 inches it will be within the parking lot on the site and will not go into a public street. The drive-through business with a reduced area of vehicle stacking is a reasonable use. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 10 b. Unique Circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The property is constrained by major arterial streets on the south and east side, as well as an existing single-family home to the north, leaving few options for access and building orientation to meet other areas of the City Code. In order to meet the 180’ of vehicle stacking required by ordinance, the applicant would need to reorient the building placement so the drive-through is to the north adjacent to the existing single family home to the north. It is in staff’s opinion that the drive- through lane oriented to the east towards Highway 61 is the best location on the site for the service window. c. Character of Neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. Allowing for a reduction of vehicle stacking would not alter the essential character of the neighborhood more significantly than if the drive-through lane was constructed with 180’ of stacking per ordinance. It is in staff’s opinion that there are practical difficulties in meeting the ordinance standards. (3) Spirit and Intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the City’s Comprehensive Plan. It is the spirit and intent of the ordinance to ensure that vehicles queuing for a drive- through business are given ample space to do so without overflowing into other traffic areas such as public streets. If the stacking goes beyond the 115 feet and 4 inches it will be within the parking lot on the site and will not go into a public street and there is a bypass lane for vehicle circulation. It is in staff’s opinion that the variance requested meets the spirit and intent of the ordinance. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The use is allowed in the C-1 zoning district. (5) Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The project is not located within the FEMA floodplain overlay district. The project is not expected to increase flood levels in the area. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 11 (6)Septic and Well Compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The property can be served by City sewer and water. It is in staff’s opinion that the request meets all standards required for a variance. Trails There is a City trail along 147th Street North as well as a County trail along Forest Boulevard North/TH 61. The site plan does not propose any impact to either trail. The Downtown Design Guidelines encourage pedestrian connection with development. The plans show a pedestrian connection to the existing trail along 147th Street that is landscaped. Architecture and Building Material According to the Comprehensive Plan and the downtown design guidelines adopted in 2007, the site falls within an area that shall follow downtown design guidelines. The downtown design guidelines encourage new buildings to be designed with elements of traditional main street design, Hugo’s French trading post roots, or mid-western prairie style architecture. Traditional main street style buildings usually have flat roofs with well-defined roof lines. The French trading post architectural elements include steeper or mansard roofs, open storefronts, and exterior plaster with stone and brick. Prairie style architecture has hipped roofs with low spreading deep overhangs. All of these styles are presented with more detail in the guidelines. The submitted architectural plans describe a 4,500 square foot building that is roughly 23 feet tall. Elevations for the building are given along with renderings of how the site will look once completed and in use. The exterior is articulated on all four sides, leaving no blank space. The walls are designed using a combination of brick masonry and stone to create aesthetically pleasing, yet contrasting tones to highlight entrances and windows. The low profile and hipped roof make the building consistent with prairie style architecture prescribed in the downtown guidelines. The roof’s style continues over the drive-through window to make the use otherwise not desired in the downtown more visually pleasing. The downtown design guidelines state that the buildings in downtown should be oriented towards the streets. A commercial business with a drive-through is difficult to have the building orient towards a street. The Hardwood Creek Trail property located between this property and Highway 61 further constrains how the building could orient towards the street. However, with the drive-through canopy along the east side of the building does start to create a building edge along Highway 61, and staff believes it is in a good location. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 12 The guidelines identify the intersection of 147th Street and Highway 61 as a key entry point into downtown and encourages this area to be designed as a gateway into downtown. Gateway elements could include open space, unique landscaping, walls or gates, water features, and City signage. It is in staff’s opinion that the architectural plans meet the downtown design guidelines and continue to work with the applicant to implement appropriate gateway elements, as a condition of approval. Signage The applicant is proposing a monument sign on the site at the corner of 147th Street North and Forest Boulevard North. The applicant will need to apply for a sign permit before construction of the sign. Since the corner with the proposed location for the sign is guided in the downtown plan to be a gateway area, staff will continue to work with the applicant to incorporate appropriate gateway elements. Drainage / Grading Section 90-36 of City Code lists specific criteria to be evaluated in the applicant’s grading and drainage plans. The site plan shows an underground stormwater infiltration system that connects to the existing 147th Street storm sewer, and meets water quality and rate control requirements. The applicant had submitted grading plan and stormwater management plan that adequately meet these criteria. Utilities The proposed utility plan meets all requirements under Sec. 90-335 of City Code. The applicants plan to be connected to city sewer and water which are already available onsite. Wetlands Staff has found that there are no impacts to wetlands with the proposed site plan. Park Dedication Since the site plan proposes a commercial use, park dedication is not required. 5. CONCLUSION Staff finds that the proposal meets all the requirements necessary for the City to approve the site plan, zoning amendment, CUP, and variances as outlined in the City Code and zoning district regulations, subject to the conditions listed in the attached resolutions. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 13 6.RECOMMENDATION: Staff recommends approval of the site plan, zoning amendment, CUP, and variances for Premier Banks located at 5616 147th Street North ATTACHMENTS: 1.Location Map 2. Rezoning Resolution 3.Site Plan Resolution 4.CUP Resolution 5.CUP 6.Variance Resolutions 7.Engineer’s Memo dated September 15, 2022 8.Applicants Narrative 9.Landscape Plan dated September 9, 2022 10.Civil Plan Set dated September 9, 2022 11.Exterior Elevations 12.Downtown Design Guidelines 147th Street North Forest Boulevard NorthFlay Avenue NorthFitzgerald Avenue North5616 147th Stre et N Location MapHugo, MN Parcel Boundary selection Roads Hugo Border Parcel Boundary ¯0 100Feet1 in = 100 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2022\Premier Bank.mxdSite RESOLUTION 2022-XX APPROVING FINDINGS OF FACT FOR REZONING FOR PREMIER BANKS LOCATED AT 5616 147TH STREET NORTH WHEREAS, Premier Bank has requested reclassification of the zoning from Future Central Business (FCB) to Central Business (C-1). The property is legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the request at a duly called Public Hearing and recommends approval, and; WHEREAS, the City Council has adopted an ordinance rezoning the affected parcel s from FCB to C-1; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does support the request by Premier Bank, have requested reclassification of the zoning from Future Central Business (FCB) to Central Business (C-1), based on the following findings: 1. The property is guided for Mixed-Use (MIX) per the Comprehensive Plan and the requested amendment would be in compliance with the Mixed-Use land use designation. 2. The proposed commercial property would be on relatively flat land. The applicant is proposing to keep some existing trees as well as plant several new landscaping elements. The proposed zoning classification is appropriate for the property because there are no topographic, environmental, or cultural limitation of the site. 3. The property is within the vicinity of a city collector street and a state highway, which will adequately direct vehicle traffic to the proposed access point on Flay Avenue. The property is served by city sewer and water. 4. Adjacent properties are currently zoned FCB with the intention of being rezoned for commercial use in the future or having a mix of uses per the Mixed-use land use, the surrounding properties could develop with compatible uses with the proposed commercial use. The proposed zoning classification will not have unreasonable negative impacts on neighboring properties. 5. The property is not within a floodplain district and no floodplain areas are proposed to be impacted. Resolution 2022-____ Page 2 ADOPTED by the City Council this 3rd day of October, 2022. ______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk RESOLUTION 2022-XX APPROVING A SITE PLAN FOR A COMMERCIAL USE ON PROPERTY LOCATED AT 5616 147th STREET NORTH WHEREAS, Premier Banks has requested approval of a site plan to allow construction of a commercial business with a foot print of approximately 4,500 square feet on the property located at 5616 147th Street North and legally described as follows: See Attachment. WHEREAS, the Planning Commission has reviewed the site plan at a duly called a Public Hearing on September 22, 2022, 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 request by Premier Banks for a site plan, subject to the following conditions: 1. A site plan is approved for an approximately 4,500 square foot commercial building, in accordance with the application received by the City on August 5, 2022, August 31, 2022 and September 11, 2022, except as amended by this resolution. 2. The site plan is subject to approval of a conditional use permit (Resolution #_______) and variance (Resolutions # ___________ and #______________) 3. A sign permit is required for all signs. The sign permit application shall be reviewed and approved by City staff prior to installation. 4. The existing trees on the north property line shall remain in place. 5. The use in the tenant space shall be reviewed by staff to ensure the parking spaces meet ordinance standards. 6. Prior to issuance of building permits, the developer must comply with the following conditions: a. The applicant shall comply with all conditions from the City Engineer’s memo dated September 15, 2022, and additional redlined comments provided to the applicant’s engineer. b. The developer shall obtain all necessary local, state, and federal permits. Architecture a. The applicant shall submit building material and glass samples for review and approval by city staff. b. The roof drainage system that shall be integrated into the building design and shall be reviewed and approved by staff. Landscaping/lighting Resolution 2022-XX Page 2 of 2 a. The developer shall show all areas that will be seeded, sodded, and irrigated on the landscape plan. b. The landscaping shall be irrigated to ensure establishment of plantings. c. The lighting plan shall meet the standards in City Code Section 90-239 Lighting. d. 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. Fees a. All development fees shall be paid. 7. Prior to the issuance of a Certificate of Occupancy, the developer must comply with the following conditions: a. All roof top mechanical equipment must be screened from view of adjacent properties. Staff shall perform an inspection when equipment is installed to ensure compliance with City code. b. Any areas of the street, sidewalk, and trail connection that are disturbed with the construction shall be restored to the City’s satisfaction. c. All landscaping shall be installed per the plans approved by staff. ADOPTED by the City Council this 3rd day of October, 2022. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk RESOLUTION 2022-XX APPROVING A CONDITIONAL USE PERMIT FOR PREMIER BANK TO ALLOW A DRIVE THROUGH BUSINESS WITHIN 200 FEET OF RESIDENTIALLY ZONED PROPERTIES FOR THE PROPERTY LOCATED AT 5616 147TH STREET NORTH WHEREAS, Premier Bank has requested approval of a conditional use permit to allow a drive through business located within 200 feet of residentially zoned properties for the property located at 5616 147th Street North, on the northeast corner of the intersection of 147th Street North and Forest Boulevard North (Highway 61). WHEREAS, the property is legally described as follows: See Attached WHEREAS, the Planning Commission has considered the request on September 22, 2022, at a duly called a 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 conditional use permit to allow a drive through business located within 200 feet of residentially zoned properties for the property located at 5616 147th Street North, subject to the following findings: 1. The use is permissible by law. 2. The spirit and intent of the ordinance is to reduce the effects of a drive-through lane for drive-through businesses on adjacent residential property. The proposed drive-through lane is placed in an area and the plan shows the preservation of existing trees on the north property line, that would reduce the effects on adjacent residential properties, therefore keeping with the spirit and intense of the ordinance. 3. The property is zoned Future Central Business (FCB) and is guided as Mixed-Use (MIX) land use in the Comprehensive Plan. The zoning district and land use anticipates commercial uses in this area. The other corners of Highway 61 and 147th Street are occupied by commercial uses. The proposed use is compatible with the City’s comprehensive plan and the character of the surrounding area. 4. The proposed use has adequate drainage, water supply, and utilities. 5. The property has adequate road access from Flay Avenue North. 6. The site is not located within a floodplain area and the project is not proposing any impacts to floodplain. 7. The site is not located adjacent to the public waters. 8. The site is not located adjacent to the public waters. Resolution 2022-___ Page 2 9. The site is not located in the shoreland overlay district. 10. The site is not located in the shoreland overlay district. 11. The project is not proposing any wetland impacts. 12. The applicant shall be responsible for all necessary state and local permits. 13. The area is zoned FCB and is anticipated to the developed with commercial uses consistent with the downtown plan. The other corners of 147th Street are developed with commercial uses. The applicant is showing the drive-through lane adjacent to Highway 61 and to preserve the existing trees on the north property line of the property. ADOPTED by the City Council this 3rd day of October, 2022. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: October 3, 2022 OWNER: Premier Banks 14815 Forest Blvd Hugo, MN 55038 ADDRESS FOR WHICH CUP IS GRANTED: 5616 147th Street North LEGAL DESCRIPTION: See Exhibit A ZONING DISTRICT: Central Business (C-1) THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: A drive-through business driveaway to be located within 200 feet of residentially zoned properties. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The proposed use is allowed by conditional use permit and shall be accessory to the commercial business. 2. The existing coniferous trees providing screening from the residential property to the north shall be maintained, per the Landscape Plan dated September 9, 2022. 3. If noise levels exceed ordinance standards with use of the service window the property owner shall implement mitigation measures, to be reviewed and approved by the City. 4. The conditional use permit shall comply with the site plan dated September 9, 2022, and approved by the City Council on October 3, 2022. Page 2 of 3 Dated: _____________, 2022. ______________________________ Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 2020, before me, a Notary Public, personally appeared TOM WEIDT, Mayor of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and TOM WEIDT, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. __________________________________________ Notary Public Page 3 of 3 Dated: _____________, 2022. ___________________________________ Title:_____________________ STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this ____ day of ___________, 2021, before me, a Notary Public within and for said County, personally appeared _________________, to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. __________________________________________ Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 This Conditional Use Permit supersedes any Permits for this use that were previously recorded. RESOLUTION 2022-XX APPROVING A VARIANCE FROM THE DRIVE-THROUGH BUSINESS MAIN ENTRANCE LOCATION REQUIREMENT FOR PROPERTY LOCATED AT 5616 147th STREET NORTH WHEREAS, Premier Bank has requested approval of a variance to allow the proposed drive-through business main access onto Flay Avenue North, a local street, where access to a state highway, county road, or city commercial collector street is required by City ordinance, on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called public hearing on September 22, 2022, and recommends approval with the following findings and conditions: 1. The proposed facilities shall be in adherence to the site plan dated September 9, 2022 2. The proposed variance is permissible by law. 3. Traffic engineering concerns arise when the access point is located on 147 th Street North, a city commercial collector street, due to its proximity to Highway 61 and conflicts with the turn lanes. The proposed location is the best in terms of traffic engineering and minimizing the possibility of vehicle collisions. It is anticipated that the properties within the district will eventually be developed as commercial businesses and rezoned to C-1. The drive-through access point location requested is a reasonable use. 4. The property has few practical options for the location of an access point. Due to the Washington County Regional Rail Authority’s (Hardwood Creek Trail) owned right-of-way between the property and Highway 61, there is not an option for an access point onto the state highway. Traffic engineering concerns arise when the access point is located on 147th Street North, a city commercial collector street, due to its proximity to Highway 61 and conflicts with the turn l anes. Additionally, an access point located on 147th Street N would require a change of the site and building orientation such that the drive-through and speaker would be facing toward the existing residential property. The request for the variance is due to unique circumstances not created by the landowner 5. The neighborhood is zoned as Future Central Business (FCB) meaning that non - commercial uses are allowed, however it is anticipated that the properties within the district will eventually be developed as commercial businesses and rezoned to C-1. A drive-through business with its access point onto Flay Avenue North would be within the character of an eventual central business district. The other corners of Highway 61 and 147th Street are occupied by commercial uses. It is in staff’s opinion that the proposed access point location will not alter the essential character of the neighborhood. 6. There are practical difficulties in meeting the ordinance standards. Resolution 2022-XX Page 2 7. The spirit and intent of the ordinance is to ensure that drive-through businesses that generate respective vehicle traffic are not placing the burden of such traffic onto public streets that are not equipped to handle a high volume of vehicles. However, the neighborhood is expected to be developed with commercial uses consistent with the downtown plan. This area is expected to be developed with commercial uses consistent with the downtown plan. The location of the access point meets the spirit and intent of the code and Comprehensive Plan. 8. The use is allowed in the C-1 zoning district. 9. The property is not located within a floodplain area. 10. The property is served by City sewer and water. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the variance to allow the proposed drive-through business main access onto Flay Avenue North, a local street, where access to a state highway, county road, or city commercial collector street is required by City ordinance. ADOPTED by the City Council this 3rd day of October, 2022. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk RESOLUTION 2022-XX APPROVING A VARIANCE FROM THE DRIVE-THROUGH BUSINESS VEHICLE STACKING REQUIREMENT FOR PROPERTY LOCATED AT 5616 147th STREET NORTH WHEREAS, Premier Bank has requested approval of a variance to allow the proposed drive-through business with 115 feet and 4 inches of vehicle stacking, where 180 feet is required by City ordinance, on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called public hearing on September 22, 2022, and recommends approval with the following findings and conditions: 1. The proposed facilities shall be in adherence to the site plan dated September 9, 2022 2. The proposed variance is permissible by law. 3. The plans for the drive-through service lane provide for 115 feet and 4 inches of vehicle stacking, which is less than the 180’ required by ordinance. The applicant provides a low estimate of vehicle trips per day. There is a bypass lane for the drive-through allowing for additional vehicle circulation. The drive-through business with a reduced area of vehicle stacking is a reasonable use. 4. The property is constrained by major arterial streets on the south and east side, as well as an existing single-family home to the north, leaving few options for access and building orientation to meet other areas of the City Code. The plans for the drive-through service lane provide for 115 feet and 4 inches of vehicle stacking, which is less than the 180’ required by ordinance. If the vehicle stacking goes beyond the 115 feet and 4 inches it will be within the parking lot on the site and will not go into a public street. In order to meet the 180’ of vehicle stacking required by ordinance, the applicant would need to reorient the building so the drive-through is to the north adjacent to the existing single-family home to the north. 5. Allowing for a reduction of vehicle stacking would not alter the essential character of the neighborhood more significantly than if the drive-through lane was constructed with 180’ of stacking per ordinance. 6. There are practical difficulties in meeting the ordinance standards. 7. It is the spirit and intent of the ordinance to ensure that vehicles queuing for a drive-through business are given ample space. If the stacking goes beyond the 115 feet and 4 inches it will not go into a public street and there is a bypass lane for vehicle circulation. The variance meets the spirit and intent of the ordinance. 8. The use is allowed in the C-1 zoning district. 9. The property is not located within a floodplain area. Resolution 2022-XX Page 2 10. The property is served by City sewer and water. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the variance request for Premier Bank to allow the proposed drive-through lane with 115 feet and 4 inches of vehicle stacking, where 180 feet is required by City ordinance, on property located at 5616 147th Street North. ADOPTED by the City Council this 3rd day of October, 2022. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk C:\Users\max.gort\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\PAHWCAKU\021172-000 LTR RJuba - Premier Bank - Site Plan 091522.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM September 15, 2022 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Premier Bank WSB Project No. 021172-000 Dear Ms. Juba: We have reviewed the site plan submittal for the Premier Bank site located north of 147th Street and between Flay Avenue to the west and Forest Boulevard/TH 61 to the east. In particular, we have reviewed the following plans related to this particular request: • Civil Plan Set (PREMIER BANK - HUGO MN.pdf) dated 9/9/22 by Kimley-Horn • Stormwater Report (Premier Bank Stormwater Report.pdf) dated 8/4/22 by Kimley-Horn • Geotechnical Report (Element Final Geotechnical Report - Bank Building Hugo MN.pdf) dated 8/3/22 by Element • Architectural Plans (Premier Bank Hugo Arch Drawings and Renderings_Reduced.pdf) dated 8/3/22 by 10K Architecture Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. The site is proposed to have a single access coming from Flay Avenue. Access from 147th Street had been evaluated, however from a traffic engineering standpoint, access from Flay Avenue is much safer. 2. Water service to the site will be achieved with connecting a new 6” service to the existing 6” CIP watermain in Flay Avenue towards the northern end of the site. The watermain is located to the east of the road and should allow for connection without disrupting the road. The existing water service for the house will be removed and/or abandoned at the City’s direction. 3. Sanitary sewer service to the site is proposed by connecting to an existing sanitary sewer stub coming from a manhole in Flay Avenue. The existing sewer service for the house will be removed and/or abandoned at the City’s direction. 4. Two rows of parking (21 spaces: 19 general with 2 handicap) are provided along and across from the western side of the building along Flay Avenue. A drive through lane with cuing are available on the east and south sides of the building. 5. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. Ms. Rachel Juba September 15, 2022 Page 2 Stormwater Management 6. The site is proposing to meet water quality and rate control stormwater management requirements with an underground infiltration chamber adjacent to the proposed building prior to connecting into the existing storm sewer along 147th Street North. Additional information is needed to confirm water quality requirements are being met (see additional comments below). The site is not currently shown to be meeting the City’s 0.1 cfs/ac rate control restriction for the 100-year storm event. Modifications to the underground infiltration chamber may be required. 7. The site is located within an Emergency Response Area and a moderate vulnerability Drinking Water Supply Management Area which requires a higher level of engineering review be provided in order to allow for infiltration to confirm infiltration onsite won’t cause adverse impacts to groundwater or drinking water supplies. The applicant will be providing this information, however the type of use is not one that would generally create pollution concerns. 8. It is unclear if the storm sewer structure in the southeast corner of the site is on or within the Regional Rail Authority’s Right of Way (RRA ROW). If the structure is on or within the RRA ROW, a Regional Rail permit will be required. 9. The site is shown to be meeting all freeboard requirements. 10. Stormwater plan and model comments have been provided to applicant and will need to be addressed in future submittals for documentation and permitting purposes. Wetland 11. There are no wetland impacts associated with the proposed improvements. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) MAPLEWOOD ∙ OSSEO ∙ ROSEVILLE ∙ WHITE BEAR LAKE ∙ BLAINE ∙ HUGO ∙ WOODBURY ∙ ANDOVER Who we are. Where we’ve been. Where we’re destined. We travel together. Donald B. Regan Founder 2866 WHITE BEAR AVE N ∙ MAPLEWOOD, MINNESOTA 55109-1384 ∙ PHONE 651-777-7700∙ FAX 651-777-3761 ∙ www.premierbanks.com August 5, 2022 City of Hugo Attn: Rachel Juba, Community Development Director Bryan Bear, City Administrator 14669 Fitz Gerald Avenue North Hugo, MN 55038 Re: Proposed Premier Bank Hugo | 5616 147th St. N. Hugo, MN Premier Bank, as applicant, submits the following summary of information for your review of the requests for rezoning (to C-1), Conditional Use Permit (for drive-thru teller window) and variance (for reduction in overall length of stacking at drive thru teller window). • Application Forms o Site Plan o Zoning o C.U.P. o Variance • Fees / Escrows • Architectural Documents o Elevations o Typical Floor Plan o Signage Plan • Civil Engineering o Site Plan o Grading and Utility Plan o Stormwater Management o Landscape Plan • Tax Parcel – ID Info • Premier Bank Info Thank you to staff, planning commission and the City Council for the previous site plan sketch review and neighborhood meeting. Since the first discussions and meetings and since meeting with staff in January of this year, we have incorporated many practical recommendations from the City and community at large. MAPLEWOOD ∙ OSSEO ∙ ROSEVILLE ∙ WHITE BEAR LAKE ∙ BLAINE ∙ HUGO ∙ WOODBURY ∙ ANDOVER Who we are. Where we’ve been. Where we’re destined. We travel together. Donald B. Regan Founder 2866 WHITE BEAR AVE N ∙ MAPLEWOOD, MINNESOTA 55109-1384 ∙ PHONE 651-777-7700∙ FAX 651-777-3761 ∙ www.premierbanks.com THE APPLICANT: Premier Bank is a Minnesota chartered entity established in 1974 and has 20 facilities throughout the state. The proposed bank would replace our existing Hugo location at 14815 Forest Blvd N. The Premier Hugo location has consistently grown year over year, just as the community continues to develop. We now feel it is an appropriate time to make this significant investment in the City of Hugo. We sincerely intend to be here for the long term. We applaud the City of Hugo’s vision for the “Downtown Development Plan” and would intend to help initiate this plan by developing this city gateway site and incorporate key elements as identified in the Design Guideline Standards. THE SITE: The site at 5616 147th Street N is currently a residential use-zoned “Future Central Business” (“FCB”). • The FCB zoning is intended to guide future development / redevelopment to commercial uses consistent with the downtown district vision. • The Hwy 61 exposure makes this site a highly visible and definitive impression on travel throughout the City of Hugo. • Each of the other 3 corners at the intersection of Hwy 61 and 147th Street N are currently developed as commercial uses. • Landscaping is utilized throughout to enhance the site as well as screen the bank activities / operations from adjacent properties. THE BUILDING: • The quality of materials and intended architecture follow City of Hugo’s Downtown Development Guidelines. • The exterior materials are to be a combination of brick, stone, stucco, metal panel, and asphalt shingle roofing in a prairie style architecture to follow the intentions of the Downtown Development Guidelines. THE OPERATIONS: • Anticipated hours of operation are to be: o Lobby 8:00 am to 5:00 pm o Drive through Teller 8:00 am to 5:00 pm MAPLEWOOD ∙ OSSEO ∙ ROSEVILLE ∙ WHITE BEAR LAKE ∙ BLAINE ∙ HUGO ∙ WOODBURY ∙ ANDOVER Who we are. Where we’ve been. Where we’re destined. We travel together. Donald B. Regan Founder 2866 WHITE BEAR AVE N ∙ MAPLEWOOD, MINNESOTA 55109-1384 ∙ PHONE 651-777-7700∙ FAX 651-777-3761 ∙ www.premierbanks.com • Anticipated employee count o Current – Existing Hugo Location: <4 o Initial Operations – New Building: <4 o Maximum Future: 4-6 • Anticipated customer trips o Lobby - 28 / day o Drive Through Teller - 10 / day *The continued and expanding use of automatic payments / deposits and remote transactions will continue to minimize customer trips to the bank facility. • The proposed lease space is intended to be occupied by a compatible business such as an insurance agency, real estate or title company, etc. The space, when vacated, could be utilized by the bank for expanded operations in the future. We sincerely appreciate your support through the preliminary review process and hope you agree that our intentions for this site and our future operations in the City of Hugo are harmonious with the community for many years to come. Sincerely, Joseph B Houle Premier Banks Hugo Branch President Rachel – thank you for your meeting to discuss additional info / requests related to our Premier Bank Hugo project. The two variance requests require additional submittal and explanation regarding the six items under City Code 90-38, c. The two variance requests are as follows: “Stacking” – Stacking of automobiles at drive thru location on east side of building. “Flay Driveway” – consideration of a driveway accessing the site from Flay Avenue N. (1) Law – neither “stacking” variance nor “Flay Driveway” variance would be prohibited by law. Both items fall under restrictions as defined in the City of Hugo zoning code. (2) Practical difficulties: a. “Stacking” variance is requested to allow 1 less automobile to be staged in the drive thru access lane. Due to the required location of the drive through window, 115’-4” total stacking would be achieved instead of the 180’-0” required by city code. This request is made for two reasons – the actual drive thru banking use has dropped drastically from previous volumes due primarily to online banking. The stacking shown will easily accommodate the actual drive thru activity anticipated at this bank. Utilizing current bank trends we can anticipate that drive through traffic at the new bank will be approximately 10 cars/day. b. “Flay Driveway” – providing the driveway access to Flay Avenue N, particularly in the NW location of the site is the safest location – as suggested by all engineering consultants involved in this site. The potential location of an access to 147th Street N is a “dangerous consideration” as defined by the engineers. Westbound traffic traveling to the bank and driving through 147th N to points west would experience a bank drive access – and related bank traffic slowing to turn right into bank, immediately after turning west off of Hwy 61 and decelerating from higher speeds. Traffic southbound out of bank lot heading east on 147th Street N would experience this issue and also encounter minimal stacking at the stop while waiting to enter Hwy 61. Both of these variance considerations take into account best engineering practices and provide the safest traffic routes to the bank site, near the bank site and on the bank site. (3) We strongly feel the proposed design and variance requests for “stacking” and “Flay Driveway” reflect the City’s long term intentions for the site and incorporate the vision of the Downtown Development Guidelines established years ago. This gateway site will be the first of many redevelopment projects that create that Downtown vision. (4) The uses intended do not in any way allow prohibited uses. (5) The uses and design do not negatively impact of flood control measures. (6) The uses and design will be utilizing City sanitary sewer, Water and storm water utilities available and adjacent to the site – in compliance with City and State regulatory codes for a commercial enterprise of this scope. Thank you for your review and assistance with these requests! LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) EXISTING TREE TO REMAIN (TYP.) SOD (TYP.) ROCK MULCH (TYP.) A B C D E PROPOSED BUILDING +/-4,500 SF 3 - WHP 4 - DBH 3 - DBH 3 - BLD 2 - PFC 6 - PWW 3 - KFG 4 - KFG 5 - PWW 10 - SDO A A B B B B B C D D D D D 11 - RSS 19 - RSS 7 - RSS 10 - RSS 6 - PDS 3 - PWW 16 - RSS 3 - PWW 6 - PDS 10 - PWW 6 - KFG 5 - RTD 4 - KCT 5 - TGA 5 - RTD 5 - TGA 4 - RTD 9 - KFG 9 - KFG 1 - PFC 2 - SWO C 1 - WHPC B 15 - KFG CONIFEROUS TREES CODE BOTANICAL / COMMON NAME WHP PINUS STROBUS / WHITE PINE ORNAMENTAL TREES CODE BOTANICAL / COMMON NAME PFC MALUS X 'PRAIRIFIRE' / PRAIRIFIRE CRABAPPLE OVERSTORY TREES CODE BOTANICAL / COMMON NAME BLD TILIA AMERICANA 'BOULEVARD' / BOULEVARD AMERICAN LINDEN KCT GYMNOCLADUS DIOICA 'ESPRESSO' / KENTUCKY COFFEETREE SWO QUERCUS BICOLOR / SWAMP WHITE OAK CONIFEROUS SHRUBS CODE BOTANICAL / COMMON NAME TGA THUJA OCCIDENTALIS 'TECHNY GLOBE' / TECHNY GLOBE ARBORVITAE DECIDUOUS SHRUBS CODE BOTANICAL / COMMON NAME DBH DIERVILLA LONICERA / DWARF BUSH HONEYSUCKLE RTD CORNUS SERICEA 'BAILADELINE' TM / FIREDANCE RED TWIG DOGWOOD PERENNIALS CODE BOTANICAL / COMMON NAME KFG CALAMAGROSTIS X ACUTIFLORA 'STRICTA' / KARL FOERSTER FEATHER REED GRASS PDS SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED PWW ECHINACEA X 'PAS702917' TM / POWWOW WILD BERRY CONEFLOWER RSS PEROVSKIA ATRIPLICIFOLIA / RUSSIAN SAGE SDO HEMEROCALLIS X 'STELLA DE ORO' / STELLA DE ORO DAYLILY PLANT SCHEDULE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG September 09, 2022 - 1:34pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORLANDSCAPE PLANL100PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNKnow what'sbelow. before you dig.Call PARKING LOT SCREENING REQUIRED:1 TREE / 30 FEET PERIMETER FRONTAGE 240 FEET = 8 TREES PARKING LOT SCREENING PROVIDED:8 TREES OVERSTORY TREES REQUIRED:1 TREE / 100 FEET OF SITE PERIMETER 675 FEET = 7 TREES OVERSTORY TREES PROVIDED:8 TREES CONIFEROUS TREES REQUIRED:1 TREE / 200 FEET OF SITE PERIMETER 675 FEET = 4 TREES CONIFEROUS TREES PROVIDED:4 TREES ORNAMENTAL TREES REQUIRED:1 TREE / 200 FEET OF SITE PERIMETER 675 FEET = 4 TREES ORNAMENTAL TREES PROVIDED:4 TREES SHRUBS REQUIRED:1 SHRUB / 30 FEET OF SITE PERIMETER 675 FEET = 23 SHRUBS SHRUBS PROVIDED:31 SHRUBS LANDSCAPE REQUIREMENTS DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS09/09/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBJABJAMGCNORTH CONIFEROUS TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE WHP 4 PINUS STROBUS WHITE PINE B & B 8` HT. ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE PFC 4 MALUS X 'PRAIRIFIRE'PRAIRIFIRE CRABAPPLE B & B 1.5" CAL MIN OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BLD 3 TILIA AMERICANA 'BOULEVARD'BOULEVARD AMERICAN LINDEN B & B 2.5" CAL MIN KCT 4 GYMNOCLADUS DIOICA 'ESPRESSO'KENTUCKY COFFEETREE B & B 2.5" CAL MIN SWO 1 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL MIN CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING TGA 10 THUJA OCCIDENTALIS 'TECHNY GLOBE'TECHNY GLOBE ARBORVITAE #5 CONT. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING DBH 7 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.4` O.C. RTD 14 CORNUS SERICEA 'BAILADELINE' TM FIREDANCE RED TWIG DOGWOOD #5 CONT.4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SPACING KFG 46 CALAMAGROSTIS X ACUTIFLORA 'STRICTA'KARL FOERSTER FEATHER REED GRASS 30" o.c. PDS 12 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 24" o.c. PWW 27 ECHINACEA X 'PAS702917' TM POWWOW WILD BERRY CONEFLOWER 24" o.c. RSS 63 PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 20" o.c. SDO 10 HEMEROCALLIS X 'STELLA DE ORO'STELLA DE ORO DAYLILY 18" o.c. PLANT SCHEDULE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.DWG September 09, 2022 - 1:34pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORLANDSCAPEDETAILSL101PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS09/09/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBJABJAMGCDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR, OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. 25.SEE ELECTRICAL PLANS FOR SITE LIGHTING. 26.OWNER AND ARCHITECT TO CONFIRM SITE FURNISHINGS SUCH AS BENCHES, TABLES AND CHAIRS, AND TRASH/RECYCLING RECEPTACLES. LANDSCAPE NOTES PREPARED FORCOVER SHEETC000PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWNORTH VICINITY N.T.S. SITE HUGO, WASHINGTON COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: LANDSCAPE ARCHITECT KIMLEYPHORN AND ASSOCIATES, INC. PREPARED BY: RYAN HYLLESTED 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (612) 568-0698 PROJECT TEAM: SURVEYOR ACRE LAND SURVEYING 9140 BALTIMORE STREET NE, SUITE 100 BLAINE, MN 55449 TELEPHONE (763) 238-6278 ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER APPRO DEVELOPMENT, INC. 21476 GRENADA AVENUE, LAKEVILLE, MN 55044 TELEPHONE (952) 469-2171 PREMIER BANK SECTION 20, TOWNSHIP 31N, RANGE 21W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM #1 MNDOT HARN POINT "PAUL MNDT RESET". ELEVATION=932.38 BENCHMARKS Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C200 DEMO & EROSION CONTROL - PHASE 1 PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C301 EROSION AND SEDIMENT CONTROL DETAILS C400 SITE PLAN C401 SITE DETAILS C500 GRADING PLAN C502 GRADING DETAILS C600 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE DETAILS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C0-COVER SHEET.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C1-GENERAL NOTES.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORGENERAL NOTESC100PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF HUGO ENGINEERING DIVISION. 17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MNDOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MNDOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MNDOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF HUGO AND MNDOT SPECIFICATIONS. 18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. THIRD PARTY TEST REPORTS REQUIRED TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY BUILDING DEMOLITION BUILDING DEMOLITION ASPHALT REMOVAL CONCRETE REMOVAL EXISTING TREE TO BE REMOVED EXISTING TREE TO BE REMOVED EXISTING TREE TO BE REMOVED EXISTING TREE TO BE REMOVED EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN, PROTECT IN PLACE EXISTING TREE TO REMAIN, PROTECT IN PLACE EXISTING TREE TO REMAIN, PROTECT IN PLACE OVERHEAD ELECTRICAL LINE TO BE REMOVED GAS LINE TO BE REMOVED OVERHEAD ELECTRICAL LINE TO BE REMOVED LIMIT OF GRADING LIMITS OF GRADING SILT FENCE SILT FENCE SILT FENCE SILT FENCE SILT FENCE BIOROLL BIOROLL BIOROLL ASPHALT REMOVAL CONSTRUCTION ENTERANCE BIOROLL 935935932933 933 933933 93393393393393 4 934934934 9349349 3 4 934 93493493493493493 4 934935 934936935GAS EQUIPMENT TO BE REMOVED WOOD FENCE TO BE REMOVED REMOVE CURB TO NEAREST JOINT OR SAW CUT REMOVE CURB TO NEAREST JOINT OR SAW CUT BIOROLL CONCRETE REMOVAL INLET PROTECTION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORDEMO & EROSIONCONTROL - PHASE1 PLANC200PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWNORTH LEGEND Know what'sbelow. before you dig.Call LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH HUGO, WASHINGTON COUNTY AND MN/DOT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF HUGO DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 11.COMPLETE AREA WITHIN LIMITS OF CONSTRUCTION TO BE CLEARED AND GRUBBED UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF HUGO GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE SAFETY FENCE BIOROLL PROPOSED BUILDING +/-4,500 SF932 933 933933934934 93293293393 4 934934 93493393493493 4 9339339349 3 4935935933 93493493593593593 5933934 934935935 9349344.31% 3.7 0 % 2. 0 2 % 2.76 % INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION LIMITS OF GRADING LIMITS OF GRADING SILT FENCE SILT FENCE SILT FENCE SILT FENCE SILT FENCE BIOROLL BIOROLL BIOROLL BIOROLL CONSTRUCTION ENTERANCE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C300PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWNORTH Know what'sbelow. before you dig.Call UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE AND INSTALL STRIPING. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 11.COMPLETE AREA WITHIN LIMITS OF CONSTRUCTION TO BE CLEARED AND GRUBBED This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C3-EROS DETAILS.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FOREROSION ANDSEDIMENTCONTROL DETAILSC301PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMW30" 24" FIBER BIOLOG (IMPERVIOUS SURFACES) 10'6"-8"1.0'2.0'2.0'2.0'2.0'1.0'6"-8"STAGGER JOINTS 2.0'2.0'4.0'4.0' 5 POUND SAND BAG DIRECT ION OFRUNOFF FLOW 2" X 2" X 2' WOOD STAKES DIRECTION O F RUNOFF FL O W DIRECTION O F RUNOFF FL O W FIBER BIOLOG (PERVIOUS SURFACES) NOTES: 1.STRAW WATTLE SHALL BE COMPACTED STRAW AND/OR ORGANIC FIBER MATERIAL. 2.STRAW OR FIBER SHALL BE WRAPPED IN UV STABILIZED DEGRADABLE TUBULAR POLYPROPYLENE PLASTIC NETTING. R PROPOSED BUILDING +/-4,500 SF 10' PARKING SETBACK 10' PARKING AND BUILDING SETBACK 10' PARKING AND BUILDING SETBACK 10' PARKING AND BUILDING SETBACK LIMITS OF GRADING LIMITS OF GRADING D D D A A A A A B B B B B B B C C C C C C C C E E E F F G H H I I I I D I I T J J K R L N N O P P P P Q S 18.00'24.00'18.00'6.06' 5.00'12.00'22.50'22.50'24.00'R15.0' R32.5' R3.0' R15.0' R10.0' R10.0' R3.0' R10.0' R3.0' R3.0' R3.0' R30.0'9.00'7.00'MATCH EXISTING B612 CURB MATCH EXISTING B612 CURB U V W I X I Y PREPARED FORSITE PLANC400PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg September 09, 2022 - 1:33pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMKnow what'sbelow. before you dig.Call R NORTH PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE LIMITS OF GRADING PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED LANDSCAPE AREA PROPOSED CONCRETE SIDEWALK LEGEND DRAINAGE AND UTILITY EASEMENT PROPERTY SUMMARY PREMIER BANK TOTAL PROPERTY AREA 27,825 SF (0.64 AC) PROPOSED IMPERVIOUS AREA 20,240 SF (0.47 AC) PROPOSED PERVIOUS AREA 7,585 SF (0.17 AC) TOTAL DISTURBED AREA 22,795 SF (0.52 AC) ZONING SUMMARY EXISTING ZONING C-1: CENTRAL BUSINESS PARKING SETBACKS SIDE/REAR = 5' RIGHT OF WAY = 10' BUILDING SETBACKS FRONT = 10' SIDE = 0' REAR = 30' BUILDING DATA SUMMARY AREAS TOTAL BUILDING AREA +/- 4,500 SF PERCENT OF TOTAL PROPERTY AREA 16.86% PARKING REQUIRED PARKING 19 SPACES @ 1/250 SF PROPOSED PARKING 21 SPACES @ 4.67 RATIO ADA STALLS REQUIRED / PROVIDED 1 STALLS / 2 STALLS KEYNOTE LEGEND B612 CURB & GUTTER, SEE DETAILS (TYP.) TRANSITION CURB, SEE DETAILS FLAT CURB, SEE DETAILS CONCRETE SIDEWALK, TYP. (SEE DETAILS) MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PAVEMENT MARKINGS, SEE DETAIL AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. ACCESSIBLE PARKING SIGN MOUNTED IN BOLLARD, TYP. (SEE DETAILS LANDSCAPE AREA - SEE LANDSCAPE PLANS 4'' WIDE PANTED SOLID LINE, TYP. 24'' WIDE STOP BAR, TYP. (SEE DETAILS) TRASH ENCLOSURE CONTAINER (SEE ARCHITECTURAL PLANS FOR DETAILS TRANSFORMER PAD WITH BOLLARDS (FOR REFERENCE) ACCESSIBLE CURB RAMP (SEE DETAILS) HEADACHE BAR (SEE ARCHITECTURAL PLANS FOR DETAILS) TRAFFIC FLOW PAVEMENT MARKINGS, TYP. (SEE DETAILS) DRIVE THRU EQUIPMENT (SEE ARCHITECTURAL PLANS FOR DETAILS) 'DO NOT ENTER' BAR AND SIGN ACCESSIBLE CROSSWALK STOP SIGN MONUMENT SIGN BIKE RACK TRANSFORMER PAD CONCRETE PAD AND BENCH (APPROVED BY OWNER) GROUND MOUNTED CONDENSER A B C D E F G H I J K L M N O P Q R S T U V W X Y This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C4-SITE DETAILS.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORSITE DETAILSC401PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWONSITE MODIFIED FLUSH 0" CURB DETAIL REFER TO PAVING DETAILS CONCRETE 6'' TYP II AGGREGATE BASED COMPACTED TO 95% RELATIVE DENSITY CONCRETE MIN 28 DAY STRENGTH SHALL BE 3000 PSI CONCRETE SURFACE SIDEWALK AND SIDEWALK RAMPS N.T.S. STOP BAR & ARROW DETAILS NOT TO SCALE 36" 36" 36" 24" 24" PAINTED 24" WHITE LINE PAINTED WHITE LETTERING PAINTED WHITE SYMBOL STEEL PIPE BOLLARD DETAIL ACCESSIBLE PARKING SYMBOL N.T.S. PROPOSED BUILDING +/-4,500 SF ME:931.94 HP:933.00 934.26 HP:934.85 HP:934.82 ME:934.26 ME:934.23 G:934.25 LP:933.84 G:934.58 G:934.74 G:934.91 G:934.91 LP:934.11 G:934.68 G:934.93 G:934.93LP:932.83 G:934.18 G:933.37 G:933.85 G:934.08 G:934.15 LP:933.04 HP:933.00 ME:931.82 DD D ST-5 RE:934.89 IE:928.94 NW ST-10 RE:934.19 IE:928.94 E ST-9 RE:934.05 IE:928.94 SE ST-1 RE:934.11 IE:930.00 W IE:930.00 S ST-6 RE:933.84 IE:929.08 N IE:929.08 W ST-11 RE:932.83 IE:929.99 S ST-8 RE:932.81 IE:929.81 N IE:929.81 S ST-4 RE:933.04 IE:929.37 N IE:929.37 SE 9 LF - 12" HDPE @ 1.50% 58 L F - 1 2 " H D P E @ 0 . 7 4 %92 LF - 12" HDPE @ 1.00%2 6 L F - 1 2 " H D P E @ 0 . 9 0% 60 LF - 12" HDPE @ 0.74% 24 LF - 12" HDPE @ 0.74% HP:935.10 HP:935.11 G:934.72 G:935.25 G:935.25 G:934.92 G:935.05 G:934.62 G:935.08 G:934.60 G:934.83 G:935.11 G:935.11 G:935.11G:935.11 G:934.20 G:933.76 G:934.05 G:934.65 G:935.15 G:935.15G:934.88 G:934.88 G:934.65 G:934.27 G:934.36 G:934.49 G:935.17 G:934.67 G:934.69 FFE = 935.2 G:934.90 G:934.85 G:934.98 G:934.94 3.0 % 5.1 % 2.2% 4.3% ??? 2.5 % 2. 0 % 1. 7 % 2 . 5%4.0%2.4%2.7% 2.2%1.7%5.4% 2.8%3.1%1.6%3.0% 4.2%933934 934 9 3 4 935934934935 934935 935 9 3 4 934933933934934935935 HP:935.13 HP:935.07 HP:935.01 HP:935.21 HP:935.03 24 LF - 6" HDPE @ 0.82% PROPOSED UNDERGROUND INFILTRATION CHAMBER SYSTEM. PRINSCO HS75 CHAMBERS OR APPROVED EQUAL. 5 ROWS OF 10 CHAMBERS CHAMBER INVERT: 928.94 100-YR HWL: 931.20 WQV: 1,877 CF TOTAL VOLUME: 4,583.5 CF 934.00 934.00 934.00 934.00 G:933.18 G:933.22 G:933.12 LP:933.00 1.5% 1.5%0.0%This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg September 09, 2022 - 1:34pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORGRADING PLANC500PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWNORTH GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF HUGO, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 930.20' OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW ELEVATION T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C5-GRADING DETAILS.dwg September 09, 2022 - 1:34pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORGRADING DETAILSC502PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWNON-WOVEN GEOTEXTILE SUITABLE SUBGRADE - PER GEOTECHNICAL REPORT PAVEMENT FOUNDATION STONE PRINSCO HS75 CHAMBER OR APPROVED EQUAL EMBEDMENT BACKFILL SUBGRADE SECTION - VARIABLE PAVEMENT BASE - PER GEOTECHNICAL REPORT CHAMBER INVERT (SEE PLAN FOR ELEVATION) 12" OUTLET 48" PRECAST MANHOLE SECTION INTEGRAL BASE WEIR ELEVATION: 930.25' WEIR WALL OPENIN G F R O M OPENING FROM UNDERGROUND SYSTEM RIM ELEVATION: 934.05' PRECAST MANHOLE SECTION IE: 928.94 INTEGRAL BASE WEIR WALL OPENIN G F R O M OUTLET CONTROL STRUCTURE (OCS) ST-101 UNDERG R O U N D SYSTEM 12" PIPE O U T PROPOSED BUILDING +/-4,500 SFCOSS-5 RE:931.97 IE:920.64 E IE:920.64 N IE:920.64 S SS-4 RE:932.89 IE:925.89 E IE:920.90 W 54 L F - 6 " P V C @ 2 . 5 0 % SS-3 RE:934.42 IE:927.25 E IE:927.25 W 10 LF - 6" PVC @ 2.50% SS-2 RE:934.60 IE:927.50 E IE:927.50 W 10 LF - 6" PVC @ 2.50% CONNECT TO EXISTING SANITARY STUB CONNECT TO BUILDING SEE MEP PLANS BY OTHERS CONNECT TO EXISTING WATERMAIN 6" GV 6" 90° BEND 6" 90° BEND CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF SANITARY STUB. OUTSIDE DROP MH 13 LF - 6" PVC @ 1.00% TRANSFORMER PAD This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg September 09, 2022 - 1:34pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORUTILITY PLANC600PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF HUGO AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED Know what'sbelow. before you dig.Call Asphalt Shingle RoofStuccoPrefinished Metal Fascia, Dark BronzePrecast Band StoneStone+/- 23' - 2"Wood-look composite planks (Trex or Sim.) +/- 12' - 0" +/- 14' - 6" Brick Masonry +/- 8' - 0" T.O. TRASH ENCLOSURE +/- 21' - 3 3/8" Stone +/- 19' - 3 7/8" Dark Bronze Anodized Aluminum Storefront +/- 12' - 0" Asphalt Shingle Roof Stucco Precast Band Precast Concrete Base Prefinished Metal Fascia, Dark BronzeBrick Masonry+/- 23' - 2" +/- 8' - 0" +/- 12' - 0" +/- 14' - 6" +/- 21' - 3 3/8" +/- 12' - 0" +/- 19' - 3 7/8" Stone Dark Bronze Anodized Aluminum Metal Panel Textured Sign Panel Prefinished Metal Fascia, Dark Bronze Brick MasonryPrecast Concrete Cap NOTE: SEE 4/A1 FOR DIMENSIONS 10' - 0"1' - 0"5' - 5"6"3' - 1"1' - 9"2' - 8"6"9' - 0"6" 10' - 8"+/- 40 SQFT. SIGNAGE +/- 24 SQFT BANK +/- 15.75 SQFT TENANT Prefinished Metal Fascia, Dark Bronze Textured Sign PanelBrick Masonry PUSH-THRU ACRYLIC LETTERING, TYP. A1 4 A1 5 A1 6 A1 6 REV.10' - 8"2' - 0" A2 2 A1 3 A2 1 A1 2 +/- 52' - 0"+/- 84' - 0"+/- 17' - 6 1/2"+/- 64' - 3 1/8"+/- 20' - 0" +/- 15' - 9 1/2"+/- 29' - 11 3/8"+/- 9' - 6"982 SF TENANT SPACE 3,444 SF BANK 5616 147TH STREET NORTH, HUGO Date Issued: 00/00/00 PREMIER BANK 3/16" = 1'-0"A1 3 Presentation Elevation - North 3/16" = 1'-0"A1 2 Presentation Elevation - South 3/16" = 1'-0"A1 5 Monument Sign Back Elevation 3/16" = 1'-0"A1 4 Monument Sign Front Elevation 3/16" = 1'-0"A1 6 Monument Sign Right Side Elevation 1/8" = 1'-0"A1 7 FP_M SIGN_PR 1/8" = 1'-0"A1 1 Presentation Floor Plan Date Issued: 09/09/22 ATM & NIGHT DROP Stucco Composite Metal Panel Precast Band Asphalt Shingle Roof Brick MasonryBrick Masonry Precast Concrete Base +/- 8' - 0" Dark Bronze Drive- through Window. Typ. Dark Bronze Anodized Aluminum Storefront +/- 23' - 2" +/- 10' - 0" +/- 18' - 2 1/8" Tenant signage +/- 59sqft. Less than 10% of Total Facade @ 646sqft. Back lit lettering over metal panel. Brick Masonry Stucco Stone Asphalt Shingle Roof Precast Band Brick Masonry Stone Dark Bronze Anodized Aluminum Storefront Prefinished Metal Fascia, Dark BronzeTenant signage +/- 24sqft. Less than 10% of Total Facade @ 247sqft. Back lit lettering over stucco. Tenant signage +/- 34sqft. Less than 10% of Total Facade @ 716sqft. Back lit lettering over metal panel +/- 8' - 0" +/- 17' - 1 3/8" +/- 23' - 2" +/- 10' - 0" +/- 18' - 2 1/8" +/- 21' - 3 3/8" 5616 147TH STREET NORTH, HUGO Date Issued: 00/00/00 PREMIER BANK 3/16" = 1'-0"A2 1 Presentation Elevation - East 3/16" = 1'-0"A2 2 Presentation Elevation - West Brick Masonry: Endicott Sienna Ironspot Velour or Sim. Ashlar Stone Cultured Stone Hewn Stone "Span" or Sim. Stucco, Color to match SW 7066 "Gray Matters" Black Asphalt Shingle Roofing GAF Timberline HDZ "Charcoal" or Sim. 5616 147TH STREET NORTH, HUGO Date Issued: 09/09/22 PREMIER BANK 5616 147TH STREET NORTH, HUGO Date Issued: 09/09/22 PREMIER BANK 5616 147TH STREET NORTH, HUGO Date Issued: 09/09/22 PREMIER BANK City of Hugo Downtown Plan & Design Guidelines April 10, 2007 Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 1 of 23 Credits & Acknowledgements: We would like to thank the City of Hugo’s citizens – the residents and business owners – who attended the workshops and meetings, sent in their comments and gave their time to participate in the planning process. Their input has been invaluable in developing a master plan and design guidelines for the downtown area. We would like to thank the City of Hugo’s City Council, Planning Commission, City staff and consultants for leading this planning process. Funding for development of the downtown design guidelines and the preparation of this document was provided by a Livable Communities Opportunity Grant from the Metropolitan Council in 2004. City Council Fran Miron, Mayor Becky Petryk, Council Member Ward 1 Frank Puleo, Council Member Ward 2 Chuck Haas, Council Member Ward 3 Mike Granger, Council Member At Large Planning Commission Dave Schumann, Chairperson Bronwen Kleissler Tom Weidt Ron McRoberts Victoria Hoffbeck Bob Rosenquist Kelly Bailly City of Hugo Mike Ericson, City Administrator Bryan Bear, Community Development Director Michele Lindau, Community Development Assistant Mary Ann Creager, City Clerk Jay Kennedy, City Engineer (WSB) Kendra Lindahl, City Planner (Landform) Planning & Urban Design Consultant Carolyn Krall, AIA Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 2 of 23 Hugo Downtown Planning Framework Incorporated in 1906, Hugo is a rural small town with a family-oriented feel. As Hugo grew, the intersection of Forest Boulevard (now Highway 61) and Frenchman Road (now 145th Street) became the center of town. With a train depot and an active feed mill, this was the ideal location for local, small businesses. A downtown neighborhood began to grow into a comfortable, rural village. It is this small village familiarity that the residents of Hugo wish to preserve. Aerial Photograph of Hugo in 1974 Minnesota Historical Society The Hugo Downtown Framework Plan and Design Guidelines are intended to provide direction to new development in downtown Hugo and, where needed, to shape plans for redevelopment. The Plan illustrates the type of commercial and residential development, civic and community facilities, and amenities envisioned by the citizens of Hugo. The Plan extends beyond the central commercial business district (CBD) to illustrate the entire downtown commercial area of Hugo, both existing and envisioned in the future. This vision of future development in Hugo encourages commercial growth, while seeking to concentrate that growth, around the downtown area. The Planning Process The Hugo downtown plan and preliminary design guidelines were originally developed in 1998 to address redevelopment of the downtown commercial “Main Street” on Forest Boulevard (Highway 61). But the County Road 8 improvements and rerouting required that the original plan be revisited. The new plan was needed to address the developable area along County Road 8 and to consider the impact of the new County Road 8 and Highway 61 intersection. This planning process began in the fall of 2003 and included workshops with the City Council and downtown business and property owners. A community-wide open house was held in May 2004 to encourage public input on the final plan. In August 2004, the City was awarded an Opportunity Grant from the Livable Communities Demonstration Account to develop design guidelines for the downtown area to assist in implementation of the downtown plan. The process for developing these guidelines has continued through 2005-2006 with significant public participation in the planning process. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 3 of 23 The Influence of Transportation Improvements A major influence on the plan is the County’s re-alignment and improvement of County Road 8. The county’s plan will widen and reroute the road to the south, connecting to Highway 61 at approximately 143rd Street. The County Road 8 re- alignment will have a significant impact on the downtown, offering opportunities for growth, improved vehicle and pedestrian access around the downtown area, and the potential for redevelopment to make improvements to the core of the downtown CBD and surrounding public and civic spaces. It is vital that the CBD not be cut off from County Road 8 and from the high volume of traffic which will use this route to access the interstate. Highway 61 is planned to continue to run north and south through downtown and the CBD. Despite projections of increased traffic volumes, this highway should not be widened beyond four lanes except to provide for turn movements. Instead, improvements to the roadway and access improvements can help accommodate the increased volumes. The downtown plan recommends improvements to improve street access and connectivity within downtown, as well as enhancements to pedestrian access and walkability. The plan also calls for extending the regional trail south across County Road 8 on the existing railroad bed and allows for the possibility of future commuter transit within this corridor (in the railroad ROW or on Highway 61). If Hugo is to continue to have a healthy downtown, it is important to plan for these future transportation changes. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 4 of 23 Defining Downtown The downtown CBD in Hugo has always been located on Forest Boulevard (Highway 61) on both sides of the main traffic signal at 145th Street. But over time, the commercial area has grown and extended north and south along Highway 61, and the new development has been less compact and more auto- or highway-oriented than the older, more traditional downtown CBD. Without planning controls, this same pattern of commercial development could be expected to occur along the improved and upgraded County Road 8. While the core downtown central business district (CBD) is focused along Forest Boulevard- Highway 61 from County Road 8 to 147th Street, the Downtown Plan extends north to the Post Office and 150th Street, south to 140th Street, and from the shores of Egg Lake on the east to the bend in County Road 8 to the west. One of Hugo’s planning goals is to maintain a more compact and concentrated downtown CBD. This goal will be achieved by encouraging new development in and around the core of the downtown area, while planning for limited but well-ordered commercial development in specific areas along other commercial routes such as Highway 61 and County Road 8. Community feedback has consistently supported new CBD uses which complement downtown (such as restaurants and entertainment) and suggest that larger, single-use development and auto sales/service businesses, for instance, be located in commercial areas planned closer to I-35. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 5 of 23 To create a sense of arrival in downtown, the plan recommends placing gateway elements – a landscaped sign, monument, or other feature – at these key entry points into downtown. While the plan doesn’t specify the elements at each location, when you enter downtown you should know that you are downtown. New development at these “gateway” locations should be planned not only to allow for these gateway elements but to convey the sense of quality and character that the downtown plan envisions. Proposed monument sign, Nov. 29, 2004 RSP Architects for Contractor Property Development Company The Downtown Plan The plan is a tool to help the City of Hugo create a pedestrian-friendly downtown and concentrates new development and redevelopment around the existing intersection of 145th Street and Highway 61. As Hugo continues to develop, the actual projects built may differ from the Illustrative Downtown Plan in the details of the development of any specific block or site, but the primary elements of the plan, including the public infrastructure (roads, parks, trails, open space) and the quality and character which makes this plan unique to Hugo are expected to be maintained. Gateway elements – signs, flags or monuments – should be included in the new downtown area to welcome a resident or visitor into an established and thriving downtown. Elements depicting the quality and character of downtown Hugo are displayed based on the historical and current architectural elements of Hugo. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 6 of 23 The Downtown Plan City park with trails, gazebo, dock, pedestrian bridge Shared public parking Carpenters on the Lake Additional downtown senior housing Walkable community spaces along trail ROW Proposed trail connections New mixed-use development blending office and multi-family housing uses New mixed-use development with housing, offices and complementary retail/commercial uses Traditional residential blocks Improved park with future community center Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 7 of 23 Design Guidelines The intent of the Hugo Downtown Design Guidelines is to provide a baseline for quality in order to revitalize and expand the downtown business district. These guidelines are written to meet the community’s goals: Goal 1: Preserve the rural small town character of Hugo Goal 2: Establish a threshold or baseline for design and quality Goal 3: Maintain a harmonious visual environment within the existing architectural context Goal 4: Communicate the community's high expectations for new development in Hugo Objectives The specific objectives for downtown Hugo design guidelines are: • To establish a clear definition of urban design standards that informs property owners, developers, builders and decision-makers. • To serve as a tool that planners and designers can use and incorporate into their plans to achieve and support the City’s design objectives. • To act as a basis for a uniform and consistent review of development and redevelopment proposals by the City Council and Planning Commission. The design guidelines which apply specifically to the CBD also include principles that can be broadly applied to the entire Hugo Downtown Area. Downtown CBD The Design Guidelines apply specifically to the central business district or “Old Downtown” concentrated around Highway 61, from 147th Street to the new County Road 8 intersection. The guidelines provide more detailed definitions of requirements for site planning, placement of building mass, materials, architecture, lighting, signage, and design of the public realm. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 8 of 23 Framework Principles for Downtown Hugo 1. Preserve and celebrate Hugo’s small town character. 2. Enhance the public realm, to maintain a pedestrian-oriented downtown. 3. Expand civic space and uses around City Hall. 4. Add new retail which complements existing businesses and shops and supports downtown neighborhoods. 5. Encourage unique small businesses to locate downtown and larger, single-use developments closer to the I-35 corridor. 6. Provide life-cycle housing to encourage senior-living in the downtown area. 7. Provide recreational uses for diverse age groups in the downtown area. 8. Improve downtown access and circulation with improvements to Highway 61 and downtown intersections (147th, 145th, County Road 8). 9. Reduce the impact of development close to Egg Lake to improve lake quality and preserve wildlife habitat. 10. Build upon unique assets such as the church, feed mill and City Hall with complementary design and materials. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 9 of 23 Downtown District Design Guidelines General Design Standards • These design guidelines are intended to apply to the Downtown District CBD, but include principles that can be broadly applied to the greater Hugo Downtown Area (as indicated on the Downtown Plan), including the Central Business, Future Central Business and Central Residential zones If the CBD development extends beyond this boundary, the Downtown District boundaries may need to be extended accordingly. • On all streets in the downtown district, the guidelines are intended to apply to street frontage properties on both sides of the street. • New downtown development shall provide for pedestrian as well as vehicular circulation and shall create linkages to existing and proposed sidewalks and trails. • All new development should be sensitive to existing downtown neighborhoods and residences in the design and location of new uses and buildings with respect to shading, views, light or noise pollution; where necessary appropriate screening or buffering shall be provided. • All new development shall be designed to value, respect, and preserve identified natural features and resources. • A sense of City history should be encouraged, and landmarks such as St. John’s Cemetery and St. John’s Church should be preserved as important contributors to Hugo’s character. • Key points which have been identified as primary entrances to downtown Hugo should be designed as “gateways” to the City; gateway elements could include open space, unique landscaping, walls or gates, water features and City identity signage. These points include: • From the west – the bend in the County Road 8 at the western edge of Hugo; • From the east – At Egg Lake and the intersections where 147th and 140th meet Highway 61; • From the south – Where 140th meets Highway 61; • From the north – Where 147th meets Highway 61. • Along the west side of Highway 61, new downtown development will need to be designed to integrate with the railway corridor as it comes through the center of town: as a public open space, supporting the proposed trails, and considering future uses. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 10 of 23 General Land Use • Downtown development should be appropriate for a traditional downtown area: mixed- use buildings combining retail, commercial, and residential uses, and encouragement of multi-story buildings in the downtown. • Neighborhood retail, service, and commercial buildings and uses which support downtown residential neighborhoods such as drug stores, banks, and specialty markets or small grocers are encouraged. • Destination retail, restaurant and entertainment uses, particularly mixed with compatible, complementary, or other synergistic uses, are highly encouraged. • New auto-dominated commercial development such as fast food, auto service, or similar high traffic drive-through facilities and large, single-use developments are discouraged in the downtown CBD. • Uses appropriate to the downtown area such as banks, coffee shops and pharmacies which enhance their business by providing drive-through services may be permitted provided they are designed to minimize impact on local downtown traffic circulation and pedestrian access. • Parking lots should only be allowed as an accessory use, except for municipal or public district parking; larger parking areas should be broken up into smaller areas to reduce the overall area of paving and promote a friendlier pedestrian environment. • New residential development should provide for the full range of life-cycle housing, offering choices of housing types (single-level flats, condominiums or lofts, single-level and multi-story townhouses, and single-family attached or detached), styles and prices, at a density appropriate to the downtown area. • New residential development should be sensitive to existing residential neighborhoods and incorporate well-designed transitions from multi-family to existing single-family residential areas. • Traditional neighborhood design (TND) based on a traditional street grid is a desirable option for downtown, medium-density areas. Single-family homes (detached or attached) or row townhomes should line the street with front porches and stoops, front yards, sidewalks and boulevards with regularly spaced trees and street lights. TND example with traditional street grid and porches facing the street Garage access at rear of house Sidewalks and boulevards on both sides of the street with regularly spaced street trees Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 11 of 23 • All downtown residential developments should be planned and designed to minimize paving for driveways and surface parking. Garage-forward or “snout-house” homes or townhomes are highly discouraged. Streets, Public Space & Amenities • Forest Boulevard (Highway 61) and 145th Street should be restored to be closer to their original, traditional downtown “Main Street” form, lined with street trees and planters, pedestrian street lights, and street furniture including benches and trash receptacles. The fixtures that are selected for these streets should be required continuously within the downtown CBD district and highly encouraged throughout the downtown commercial area for visual continuity. • Downtown intersections should be designed to be safe for pedestrians; enhancements to safety include use of textured-colored paving or striping to mark crosswalks, narrowed or throated intersections, pedestrian-oriented street lighting, planted center medians or landscaped boulevards, and warning signage at busy crossings along Highway 61, such as 147th, 145th and County Road 8. Highly Discouraged: Example of Garage-forward design, dominating view from sidewalk and street. Change in paving or striping marks the safe crossing zone for pedestrians at major crosswalks. Planted center medians or landscaped boulevards provide resting points for pedestrians at major crosswalks, facilitate turning movements, and help calm traffic speeds. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 12 of 23 • The City street grid is a vital part of the way the downtown functions, so restoring streets or adding new streets that connect to the existing street grid are encouraged; disconnected streets and cul-de-sacs are highly discouraged. • Forest Boulevard (Highway 61) and 145th Street are the original “Main Streets” of downtown and, to an extent, the few remaining brick buildings along these streets should be preserved, renovated, or restored to productive use; new buildings close to these older structures warrant careful attention to design and detailing in order to relate well to the original structures. • The small park which is planned on Highway 61 across from City Hall is intended to act as a Town Square or Village Green – a community focal point with passive uses (green space, gardens, historical markers) and active uses (a gazebo, lake overlook, Farmers Market) incorporated into the design. Civic and mixed-use buildings should be located adjacent to the Town Square or Village Green, welcoming visitors to downtown Hugo. • The plan proposes a future pedestrian bridge over Highway 61, connecting the park and Egg Lake to City Hall and the bulk of the downtown area. This bridge, if well-designed, could also act as a visual cue to drivers to reduce speed and could create a sense of arrival and welcome for the downtown CBD. To be safe for both pedestrians and vehicles, downtown Hugo should include street improvements: narrowed intersections, pedestrian lighting (top left), planted medians (top right and bottom left), and visible signs warning of pedestrian crossings/vehicular speed decrease (top right). Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 13 of 23 The edge along the railroad ROW and the Hardwood Creek Regional Trail along the west side of Highway 61 should be maintained as an open-space corridor connecting City Hall and the CBD to new development to the south. This edge should include: • trail connections for bicycles and winter sports uses • landscaping to act as a year-round buffer; • pedestrian-oriented trail and street lighting; • places to rest with benches, planters and trash receptacles. • On downtown streets where retail and commercial uses are proposed, on-street parking is encouraged; streets should be designed with the parking lane designated either by curbing or with a change in paving materials. • Downtown district streets should allow for public right-of-way between the curb and the building wall, a minimum 10’-12’ wide. This area should be “zoned” to provide for street signs, landscaping and street trees, and both street and sidewalk lighting closest to the curb. There should be a clear pedestrian walking path in the center, and then an area designated for seating or other street furniture (trash receptacles, bus benches, etc) and commercial opportunities (including newspaper boxes). Where necessary, such as where the street ROW does not allow for a wider sidewalk, these amenities may need to be accommodated within the parcel boundaries. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 14 of 23 Minimum ROW from curb to building (10’-12’) 5’-6’ Walking Area Defined 8’ parallel parking lane 2’-3’ Shop related furniture & amenities 3’ Public Area: trash receptacles, newspaper stands, streetlights, signs & street trees planted where sidewalk widens another option is a defined 20’ head-in angled parking zone Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 15 of 23 Architecture • Architecture of new buildings should be respectful of the existing historical structures which enhance the character of Hugo; design which reflects the elements of vernacular “Main Street”, Hugo’s French trading post roots, or mid-western “prairie style” architecture is encouraged: Entry feature; well distinguished and covered from the weather Well defined roof line 1st story with glazed display windows Cornice or roof line distinguishes 1st story from 2nd story Awnings with accent lighting and graphics instead of applied signs Building base expressed with masonry Early trading post and mill buildings in rural Minnesota were often made of stone with a simple gabled roof and expressed chimney. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 16 of 23 Prairie Style: roofs are hipped, low and spreading with deep overhangs and eaves; Hugo City Hall has many of these elements. Traditional Main Street style building: flat roofs, often an extended or false parapet on “front” side or marking the main entrance. Hugo was once a French trading post, and many residents have expressed a desire to reflect those roots in the architecture of the downtown. Appropriate architectural elements include: steeper or mansard roofs with dormer windows, open storefronts with awnings, and exterior plaster, stone and brick. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 17 of 23 • Architecture of new buildings should be built upon Hugo’s existing assets such as the church, the feed mill, and the new City Hall, with complementary design and sense of scale. • Buildings should be designed to relate well to the existing natural and man-made environment and stay within context in massing, materials, style and color; design of the landscape and hardscape should be coordinated and harmonious with the building design and materials. • Buildings should be constructed and maintained for permanence and longevity; therefore durable, maintainable materials (brick, stone, etc.) should be used; temporary buildings, metal sheds, etc. shall not be permitted. • Building entries should be visible from the street, well lit, covered or protected from weather, and include significant glazing and glass doors where the public will be entering buildings. New “Main Street” buildings should complement an established downtown through their architectural character. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 18 of 23 • Awnings, overhangs and arcades are encouraged where pedestrians are expected to walk and shop ; flat awnings are preferred (no barrel awnings) with adequate clearance above sidewalk. • Building design elements should include an expression of a building base (of brick or stone), a middle, and a top with cornice elements at the top of the first floor and the top of the building. • Buildings should be designed with “four-sided architecture”, using the same quality materials on all sides: • all facades shall be articulated with a variety of materials, glazing, awnings, or other details to add visual interest; • roof lines and cornice details shall be completed in a three-dimensional manner so that the features on the back of the roof or similar unfinished areas are not visible; • the front façade may have a unique design or more significant glazing. • Buildings should be oriented to the street with fully articulated street facades based on traditional storefronts (doors and display windows) along the sidewalk. • Zero Lot Line commercial buildings are allowed and highly encouraged on all streets within the downtown district. • Along CR 8 and Hwy 61, entrances may be oriented to a side or rear parking lot, as long as the entry also has good pedestrian access and visibility from the street, and any building wall along these streets must contain significant amounts of “real” windows. • Equipment, mechanical systems, transformers, trash enclosures, etc. must be screened from view in a way that is integral to the architecture of the building with similar materials: • metal fencing or a mechanical vent screen alone is not sufficient; • access to these service areas needs to be provided at the alley, side or rear of the building. Rooftop equipment shall be screened from the line of site of pedestrians and integrated into the design and massing of the roof form Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 19 of 23 Parking & Service Areas • Within the downtown CBD, shared parking is encouraged to take advantage of varying parking demands between mixed uses. • Businesses are encouraged to establish or participate in a municipal parking district providing shared, public parking with reductions in required on-site parking. • Parking should not be located between a building and the street or main road the building faces and be distributed around the building, especially to the side and back of buildings. • Parking adjacent to the street should be minimized; • Where a parking lot is located along a street, the same zero-lot-line or setback conditions of the adjacent buildings should be maintained with a wall, ornamental fence, or similar landscape elements to continue the built edge along the street. • Where a parking lot is located along a street, it should be well landscaped and screened with a combination of fencing or wall plantings along the street edge. Landscaped edge combines fence with trees, low shrubs and ground cover for parking lot screening and buffering along the street 6’ zone between parking and sidewalk with fence or wall centered in zone Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 20 of 23 • Larger parking areas (over 25 vehicles) should be planned with internal landscaping, pedestrian sidewalks or walkways and be divided into smaller areas where possible: pedestrian walkways provided in larger parking lots should be landscaped, include path lighting, and provide direct access for pedestrians to an entrance of a commercial building; walkways should be raised, paved areas or defined paths distinguished by striping or a change in paving provided that pedestrians are kept safe from vehicular travel on the route to an entrance of a commercial building. Pedestrian walkways through busy parking lots are important because they provide a safe, well lit, direct access to the entrance of a building. Larger parking lots should have pedestrian walkways that are clearly identified and combined with landscaping to break up large areas of pavement. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 21 of 23 • Buildings should be oriented to minimize views of service areas and loading docks from the street; service areas should be buffered with a combination of landscaping and screening; mechanical equipment and trash areas must be fully enclosed and integrated into the architecture using the same materials as the building: • metal fencing or a mechanical vent screen alone is not sufficient; • access to these service areas needs to be provided at the alley, side or rear of the building. • Residential buildings (single-family homes and multi-family buildings) should be oriented to minimize views of garages and parking areas from the street: • free-standing or detached garages should not be allowed for multi-family residences. • parking should be located below buildings or underground where possible. Below-grade parking: side or rear access. Garages should not be as invisible from the street as possible to create a traditional neighborhood feel. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 22 of 23 Signage • Downtown signage is critical to the character of the area, especially at night; all downtown signage is subject to careful review with the City and must comply with all zoning and ordinance requirements for size, placement, materials, etc; • Signage and graphics should be integral to the building architecture or used as a decorative design element. Back-lit, box signs are not acceptable downtown. • Decorative neon, moving or other decorative sign types are desirable only when displayed within storefront window interiors of downtown buildings. • Corporate chains are encouraged to customize their architecture to express their design “brand” within a design, context, and material appropriate to the character of downtown Hugo. Projecting or Hanging Sign Wall Sign integrated into the building design Awning sign should be located on the awning face or fringe Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 23 of 23 Open Space and Storm Water Management • New development should provide both private and public usable open space, plazas etc; these spaces should be connected to existing or proposed trail and sidewalk networks. • The downtown area should plan cohesively for storm water management and for improving the water quality of Hugo, however, where possible rain gardens or similar infiltration and holding areas should be integrated into the design of parking areas; design which harmonizes more groomed and landscaped areas with more natural landscape is encouraged: • Storm water ponds, rain gardens and other storm water management or holding areas shall be designed to be attractive in both flooded and dry conditions; use of native plants for filtration around pond and wetlands and other sustainable design approaches to site and landscape design are encouraged: More formal and groomed landscape Trail or Sidewalk Egg Lake Filtration Vegetation Swales planted as a rain garden; plants and soil provide filtration Trail or sidewalk