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HomeMy WebLinkAboutPC Packet 04.27.17AGENDA HUGO PLANNING COMMISSION THURSDAY, APRIL 27, 2017 HUGO CITY HALL 7:00 p.m. A. ROLL CALL (Arcand, Kleissler, Knauss, Lessard, McRoberts, Rosenquist, Tjemlund) B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. March 23, 2017 D. PUBLIC HEARING E. NEW BUSINESS 1. Western Spring — Lot 2, Block 1, Bald Eagle Industrial Park Sixth Addition — Site Plan F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or riuba(&ci.hugo.mn.us, thank you. Minutes for the Planning Commission Meeting of Thursday, March 23, 2017 Chair, Kleissler called the meeting to order at 7:01 p.m. PRESENT: Arcand, Kleissler, Knauss, Lessard, McRoberts, Tjemlund, Rosenquist. ABSENT: None. STAFF: Bryan Bear, City Administrator Rachel Juba, Planner Mark Erichson, City Engineer Rachel Leitz, Community Development Assistant Oath of Office Juba introduced the new Planning Commission member, Andrew Tjemlund, and asked him to say a few words. Commission Tjemlund stated that he moved to Hugo a couple of years ago and lives here with his wife and two kids. He stated that he is excited to be part of the Planning Commission and expects to be active within the City for a long time. Commissioner Tjernlund read and signed the oath of office. Approval of Minutes for the Planning Commission Meeting of October 13, 2016 Commissioner Rosenquist made a motion, seconded by Commissioner Lessard, to approve minutes for the meeting of October 13, 2016. All Ayes. Motion carried. Commissioner McRoberts abstained. Joe and Chelsea Carlson —13561 Homestead Avenue — Minor Subdivision and CUP Juba presented on a minor subdivision and CUP request for 13561 Homestead Avenue. She stated that the applicant is requesting approval of a minor subdivision to split the existing 20 acre parcel into two 10 acre parcels. Juba described that the CUP is for approval of a shared driveway that provides access to the existing homestead on the property. Juba stated that with the topography and landscape of the parcel, construction a separate entrance into the property is difficult. A CUP is required for a driveway if it is shared by two or more separate parcels or lots of land. Juba stated that the proposed lots meet the required lot depth, width, and size requirements in the Rural Residential (RR) zoning district and meets all necessary criteria for a minor subdivision. Juba briefly explained three of the thirteen standards used to evaluate a CUP and stated that the request meets all necessary standards. Juba stated that staff recommends approval of the minor subdivision and conditional use permit (CUP), subject to the conditions listed in the attached resolution. Commissioner Knauss asked how the new driveway is planned to be configured off the existing driveway. Juba stated that the new driveway would veer off the existing driveway about 30 ft. east of Homestead Avenue. Chair Kleissler invited the applicant to the podium to speak. Chelsea Carlson, applicant, and Dick Verdick approached the podium. They stated the driveway entrance will be on the newly created parcel and have been working on getting legal descriptions for the easement needed for Planning Commission March 23, 2017 Page 2 a shared driveway. They also showed the Planning Commission pictures of how the new driveway is planned to be constructed off the existing driveway. Chair Kleissler opened the public hearing at 7:13 p.m. No one in the audience spoke. Chair Kleissler closed the public hearing at 7:14 p.m. Commissioner Rosenquist made a motion, Commissioner Arcand seconded, to recommend approval of the minor subdivision and conditional use permit (CUP), subject to the conditions listed in the attached resolutions. All Ayes. Motion carried. Adelaide landing — EAW, PUD, and Preliminary Plat Commissioner Arcand excused himself from the meeting. Juba began describing the request for approval of a preliminary plat and planned unit development (PUD), and the review of an Environmental Assessment Worksheet (EAW), for a development known as "Adelaide Landing". The six (6) parcels are located north of Frenchman Road and west of Everton Avenue and total 216 acres. The preliminary plat includes 319 single family units and ten (10) outlots. Juba gave a background on this project stating it was presented as a sketch plan to the Commission and City Council in 2016 and reminded the Planning Commission about the comments given at that time. She stated that because of the proposed number of units, the developer is required to prepare an Environmental Assessment Worksheet (EAW), per State Statute. This document looks at the effects a development has on the environment in regards to land use, geology, water resources, wildlife, air, noise, and transportation. Juba described that the applicant was currently within the comment period where a number of agencies review and provide comments on the document. She stated the Planning Commission is required to hold a public hearing to receive public comments. Juba continued on to describe the PUD request. She stated that the applicant has asked for flexibility on lot sizes, lot width, setbacks, impervious coverage, and right-of-way width. In exchange for this flexibility the developer is designing a more sensitive proposal with less density than the standard R-3 zoning district, providing a public park, providing a public trail that connects existing developments, providing a landscape plan that exceeds City standards, preserving existing significant trees on the property, creating a stormwater reuse irrigation project, and incorporating architectural design guidelines for the homes within the development. Juba described the preliminary plat application in further depth to the Planning Commission and audience. She concluded by stating that it was in staff's opinion that the Adelaide Landing PUD general plan has offered a creative and efficient method to planning the site, all which meets the intent of the PUD ordinance. Staff recommended the Planning Commission take public comment on the EAW, preliminary plat, and PUD as well as provide any comments to the City Council regarding potential environmental impacts that may warrant further investigation in an Environmental Impact Statement (EIS). Lastly, staff recommended approval of the PUD and preliminary plat for Excelsior Group for the development to be known as "Adelaide Landing", subject to the conditions listed in the resolutions. Chair Kleissler invited the applicant to the podium to speak. Planning Commission March 23, 2017 Page 3 Deb Ridgeway, developer with the Excelsior Group, approached the podium. She stated that she was present with their engineers to help answer any questions that arise and they will continue to work with staff as the plan moves forward. Chair Kleissler opened the public hearing at 7:48 p.m. Lisa Berggren, 5485 134th Street, approached the podium. She inquired as to if all properties in the development had approved wetland delineations. She also stated that the City owned property goes behind her house where there is a significant tree line. She asked if that tree line would be preserved with the construction of the ponds. She also questioned if the developer now owned the City -property behind their homes. There were also concerns raised about drainage of the development. Lastly, Mrs. Berggren had concerns about the wildlife on the property. Anne Brasse, 5965 138th Street, approached the podium. She had concerns about the increased traffic from the proposed development as well as concerns regarding wildlife. David Crosby, 13445 Fiona Avenue, approached the podium. He had concerns about the soil on the site and if there was any testing done to make sure it's safe for development. Desiree Rotter, 13635 Fiona Avenue, approached the podium. She had concerns regarding the FEMA floodplain being changed and adversely effecting her property and potentially requiring her to purchase flood insurance. She also believed that the City owned outlot was for the purpose of drainage for Country Ponds and had concerns that there wouldn't be proper drainage for their development with the proposed stormwater pond construction. She asked the Planning Commission to take into consideration these drainage concerns and brought up a previous issue with drainage in Victor Gardens that the City had to allocate funds to fix. Mrs. Rotter also had concerns about traffic on TH 61 and much needed improvements along the corridor. Lastly, she discussed the trail system and stated that Country Ponds would like to be connected to this system so they could benefit, as well. Jim Sanford, 5573 1291h Drive, approached the podium. He asked questions regarding the proposed roundabout on 130th and if any additional property would need to be acquired with its construction. He also stated that the developments on the south side of 130th has significant stands of trees as a buffer between the road and properties. He asked if any of those trees would be damaged or removed with the enhancements along 130th Street. Lastly, he wondered if the developments to the south of 130th Street will have any assessments for the 130th Street improvements. Larry Paist, 5465 134th Street approached the podium. He had concerns regarding traffic along TH 61, drainage issues from the proposed new development, density and setback concerns, and wildlife concerns. He also stated that Country Ponds believed that their neighborhood was supposed to have a park constructed in the City outlot. John Arcand, address not stated, approached the podium. He stated that his family had previously owned and lived on the property. He had questions regarding the purchase of the properties and if there was going to be anything that memorialized his family within this development. Kevin Peltier, 13094 Goodview Avenue, approached the podium. He had concerns about drainage of the properties and water quality issues. He also voiced concern with traffic on TH 61. Planning Commission March 23, 2017 Page 4 Bill Donovan, 5955 135x' Street, approached the podium. He expressed concerns about water and drainage issues and agreed that traffic issues need to be evaluated. Chair Kleissler asked the applicant if they would like to address any of the questions from residents. Deb Ridgeway, developer with the Excelsior Group, approached the podium. She stated that all of the properties have received approved wetland delineations. She also described that no City property has been purchased and the property will remain as public property to residents. Mrs. Ridgeway also stated that soil testing had been completed and there are no issues. Cory Meyer, project manager with Westwood Professional Services, approached the podium. He stated there has been rigorous testing on the site in regards to soils, wetlands, ground water, and floodplain. He explained that the ground water will not change with the proposed development. He described the modeling process that occurs to make sure the site can handle significant rain events and the site configuration has passed these models. He stated that drainage from the proposed development will not run onto adjacent neighborhoods. Lastly, Mr. Meyer discussed the FEMA line. He stated that the FEMA line, although proposed to be adjusted, will still be confined around the wetland and around the current ditch, but will not affect the adjacent neighborhoods. Mark Erichson, City Engineer, added that there will be no change to adjacent properties and no need to purchase flood insurance. Deb Ridgeway, developer with the Excelsior Group, stated that they would work with staff to provide a connection to the trail system for the Country Ponds neighborhood. Juba addressed a few of the questions. She stated that the city owned parcel is an outlot of the Country Ponds development. She stated that in the early 1990s, the property was deemed wetland and the developer gave the City this property, for public use, in return for park dedication credit. The current developer has done wetland delineation on the property and it's been established that there's significantly less wetland than determined in the early 90s. Juba stated in looking through the development file, there was no approval or recommendation for a public park on this property. She discussed that some trees will be removed as to construct the pond, however, additional trees are proposed to be planted within a 15 ft. area between the rear property lines and pond. Mark Erichson, City Engineer, stated that there are many requirements and agencies that review plans, especially in regards to drainage and water. He explained that not only are the properties the project is proposed on taken into consideration, but also adjacent properties. Erichson stated the proposed development meets City standards as well as Rice Creek Watershed District standards. Bryan Bear, City Administrator, asked Erichson to expand on the questions regarding the increase in elevations of the FEMA floodplain and if there are proposed to be any changes to drainage on adjacent properties. Erichson stated the floodplain will not change on the adjacent properties. Erichson also described that the proposed elevations are not adversely effect drainage on any adjacent properties nor is it increasing rate flow of water leaving the properties. Erichson then began discussing traffic concerns. He stated that MnDot did review the plans for the proposed development and haven't commented that any significant upgrades to TH 61 need to occur in the immediate future. Planning Commission March 23, 2017 Page 5 Juba stated that there has been no final design for 130th Street so staff doesn't know how it will impact property owners to the south of 130th Street. She stated that tree removal will be evaluated during construction, however, if the trees are on HOA property, they will likely not be impacted. Juba stated that once a final design is established, there will be neighborhood meetings on the project for further information. She also added that Beaver Ponds already paid into an escrow at the time of construction of the development therefore there will be no assessments to those property owners. She stated the City is working on a cost share analysis with the developer. Juba stated there had been concerns raised from the Country Ponds neighborhood regarding their stormwater ponds needing maintenance. She stated the City has taken note of these concerns. In regards to memorializing the family who owned these properties, Juba stated that the Parks Commission is having further discussions regarding naming the park after the family. Juba then quickly discussed some of the traffic concerns. She stated that a traffic analysis was conducted and mitigation measures for signal timing and the future expansion of TH 61 were included. It was established that although there will be additional traffic, this development can be served. Bear addressed the drainage issue that occurred in Victor Gardens many years ago. He stated it was a fairly unusual situation. The Rice Creek Watershed District (RCWD) conducted a study and found that the primary cause to the drainage issues was due to excessive irrigation in the neighborhood. The City applied for a grant through RCWD and allocated water quality funds to assist with connecting the existing sump pumps to a small drainage system that took the water away from the homes. Larry Paist, 5465 134th Street approached the podium. He asked Juba to explain the Country Ponds outlot again, asked if the Country Ponds neighborhood could water their lawns with pond water from the proposed development, and inquired as to raising his property so he would not be impacted by drainage issues. Juba stated that if individual property owners wanted to change the grade of their lot, the City would be happy to work with them on that process. She stated that if the neighborhood is interested in irrigating their lawn with stormwater, the City would also appreciate having that conversation with them, as it fits with the City's conservation efforts. Juba then explained the Country Ponds outlot was dedicated to the City, for a public use, and the developer received park dedication credit for this. She stated that there has never been any discussions about constructing a park on that outlot. Desiree Rotter, 13635 Fiona Avenue, approached the podium. She discussed her concerns about the FEMA floodplain on her property. She also discussed increasing the buffer between the rear property lines and the pond and connecting Country Ponds to the trail system within the new development. Bear stated that staff is willing to discuss details about anyone's property in regards to floodplain and other concerns. He discussed that the applicant has stated they are willing to look at an alternate access for a trail or sidewalk to connect to the Country Ponds development. Bear described that the City outlot will remain City property and there could be future conversations for more trail connections to Country Ponds if the neighborhood desires that. Lisa Berggren, 5485 134th Street, approached the podium. She asked if there would be another meeting where the public could see the changes being requested. Juba stated that if the PUD and Preliminary Plat was approved by the Planning Commission, it would go to the April 17, 2017 City Council meeting where there would be revisions to the plan. Planning Commission March 23, 2017 Page 6 Lisa Berggren, 5485 134th Street, stated that there is a significant buffer of trees within the City owned outlot that the Country Ponds neighborhood would like to keep as a buffer from the pond. Bear stated that when the concept plan was commented on in 2016, the developer proposed using the City outlot for stormwater ponding and park area. The City Commissions stated that they would be comfortable with a proposal that used the City outlot for these purposes. Bear stated that this plan is still a proposal and has not been approved yet. Lisa Berggren, 5485 134th Street, stated she would like to see the plans change to keep the tree buffer between the rear lot lines of the Country Ponds development and the pond. Cory Meyer, project manager with Westwood Professional Services, approached the podium. He stated that there is currently a 15 ft. buffer between the rear lot lines of Country Ponds and the pond and although trees are proposed to be removed for the construction of the pond, trees were to be planted within that area to recoup that buffer. Mr. Meyer stated if the Planning Commission recommended that the pond be pulled back and more of a buffer given to those property owners, Westwood and the developer would work to accomplish that. Bear stated that it would be helpful if the developer has an illustration showing the existing tree barrier being discussed and which ones are proposed to be removed. Larry Paist, 5465 134th Street approached the podium. He had concerns that the City was giving the developer too much flexibility and also requested a larger buffer between the existing properties and the pond. Lisa Berggren, 5485 134th Street, again stated she would like to see the plans change to keep the tree buffer between the rear lot lines of the Country Ponds development and the pond. Chair Kleissler closed the public hearing at 9:21 p.m. Commissioner Rosenquist stated that traffic has been a major concern discussed. He believed that although MnDot stated that no improvements to TH 61 were needed currently, the City should begin evaluating and having conversations regarding the timing of those improvements. Rosenquist also stated that he believes the developer should look at the buffer between the rear property lines and the pond and trying to keep the tree buffer. Commissioner Tjemlund requested that the developer explain what they are giving to the City that exceeds standards in return for the PUD. Commissioner McRoberts stated that he really likes the plan in regards to the ponding, arrangement of housing, creative design, and water re -use. He voiced concerns about the higher density home product being located on the corner of TH 61 and 130th Street. He also questioned if the developer was giving enough back to the City in return for the PUD and use of the outlot. Commissioner Knauss stated that it was her understanding that the villa product located on the corner of TH 61 and 130th Street was generally geared towards empty nesters. She stated that the people purchasing those homes generally won't be driving during peak periods. She described that she liked the development, especially because it provides life cycle housing without having to leave a neighborhood. She stated that she had concerns about the park showing a "tot lot" when a large, full size park should be required for this large development. Planning Commission March 23, 2017 Page 7 Knauss commented that she appreciated the developer taking the comments from the concept plan into consideration. Commissioner Lessard stated that he liked the design of the development and that the pond is creating a large buffer between existing homes and new homes. He expressed concerns about the speed limit on 130' Street and agreed with Commission Knauss on wanting a full size park. Commissioner McRoberts stated that he would like to see the developer work with the City to pull the pond back to save the tree buffer between Country Ponds and the proposed pond. Commissioner Rosenquist agreed. Commissioner Knauss stated that the developer should also work with staff to provide better connectivity for Country Ponds to the proposed trail system. Juba asked the applicant to address comments regarding what the developer is giving back to the City in exchange for the PUD. Deb Ridgeway, developer with the Excelsior Group, stated that they are proposing half of the density that is allowed with the regular zoning district. She stated the reasoning behind the request for smaller lot sizes is to provide a more affordable product for first time home buyers and empty nesters. She also described some of the benefits, like 1.5 miles of trail and 2.5 miles of sidewalk that the proposed development is providing. Juba stated that although labeled "tot -lot," staff has made sure that the park will accommodate a significant park. She described that the park will be further discussed at the Parks Commission meetings. Rosenquist made a motion, Lessard seconded, to recommend approval of the Adelaide Landing PUD and Preliminary Plat subject to the conditions listed in the attached resolutions, the developer working with staff regarding the buffer between the Country Ponds rear lot lines and the pond, and the developer working with staff on trail connectivity for Country Ponds. All Ayes. Motion carried. Commissioner McRoberts abstained. The Planning Commission requested to have a discussion with staff regarding the future of TH 61. Adiournment Commissioner McRoberts made a motion, Commissioner Tjernlund seconded, to adjourn at 9:42 p.m. All Ayes. Motion carried. Respectfully Submitted, Rachel Leitz, Community Development Assistant Agenda Number: E1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Leitz, Community Development Assistant SUBJECT: Western Spring. Request for a Site Plan for Lot 2, Block 1, Bald Eagle Industrial Park Sixth Addition. DATE: April 14, 2017 for the Planning Commission Meeting of April 27, 2017 ZONING: General Industrial (I-3) LAND USE: Industrial (I) 60 -DAY REVIEW DEADLINE: May 16, 2017 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of a site plan to construct a 36,854 square foot manufacturing, warehouse, and office facility on Lot 2, Block 1, Bald Eagle Industrial Park Sixth Addition. The 4.7 acre lot is generally located north of 130th Street and east of Fenway Boulevard. 2. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, east, and south are all part of the Bald Eagle Industrial Park. The properties are zoned General Industrial (I-3) and are occupied by industrial businesses. The properties to the west are zoned Medium Density Multiple Family Residential (R-5) and are occupied by townhome developments. Western Spring Site Plan Page 2 B. Existing Site Characteristics The 4.7 acre property has no wetlands and is buildable. The site has remained vacant for several years and is relatively flat with few trees. The property has a 60 -foot -wide roadway easement located across the east property line and the easement continues south to 130th Street. 3. BACKGROUND: In July 2016, the City Council approved a preliminary plat and final plat to allow for a 9.42 acre parcel to be split into two 4.71 are parcels. At that time, the applicant only requested approval for the lot split and no approval for development was proposed. For that reason, the applicant must request approval of a site plan for the development of a manufacturing, warehouse, and office facility on Lot 2, Block 1, Bald Eagle Industrial Park Sixth Addition. 4. ANALYSIS: A. Level of City 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. B. Consistency with Ordinance Standards Site Plan Setbacks The proposed development complies with the 30 -foot front and rear yard setback. The ordinance requires a side yard setback equal to the height of the building, in no case less than ten (10) feet, and a six (6) foot parking setback from all lot lines. The proposed development complies with the setback requirements. Building Height The General Industrial zoning district has a maximum building height of 50 feet. The building height will be approximately 25 feet. The proposed plan complies with the height requirements. Building Coverage and Lot Coverage The ordinance limits the lot area to be covered by a building up to 40% and covered by impervious surface up to 80%. The proposed site plan complies with the coverage requirements. Western Spring Site Plan Page 3 Landscaping and Lighting Section 90-181 of the Zoning Ordinance provides landscaping requirements for industrial developments. In order to meet the landscape requirements for the proposed site, 21 overstory deciduous trees, 18 coniferous trees, 18 ornamental trees, and 122 shrubs would be required to be installed. The applicant has proposed 21 overstory deciduous trees, 18 coniferous trees, 18 ornamental trees, and 129 shrubs. Staff has had discussions with the applicant about further screening the loading docks and the dust collector. The applicant has proposed revising the landscape plan to show the relocation and addition of trees to adequately screen these areas. With this proposal, the applicant will be required to update the landscape plan to show these changes. Staff has added this as a condition of approval. The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed 1/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The applicant has proposed wall mounted light fixtures on the building. The proposed lighting plan meets ordinance requirements. Mechanical Equipment Screening The proposed ground -mounted mechanical equipment includes an electrical transformer box located at the northwest side of the building and a dust collector located at the northeast side of the building. The applicant is proposing to screen the units by planting shrubs adjacent to the equipment and evergreen trees to further help screen the dust collector from the adjacent north property. Screening the ground -mounted mechanical equipment with landscaping is more appropriate because it allows necessary ventilation and accessibility for maintenance. Staff is comfortable with the proposed method for screening the ground -mounted mechanical equipment. The Commercial and Industrial Design Guidelines require all roof top mechanical equipment to be screened from view of adjacent properties. Screening may include parapet walls or other architecturally integrated elements. Wood fencing or chain link with or without slats shall not be used for screening. The applicant has shown proposed locations for roof top mechanical equipment and has stated the equipment would not be easily seen from the surrounding properties from the illustrations they have completed. Staff has concerns that the proposed method of screening the roof top mechanical equipment will not adequately screen the equipment from view of adjacent properties. Because of a sloped roof, the currently proposed parapet is three (3) feet from the roof line at the south elevation and a few inches from the roof line at the north and west elevation. Staff is concerned about the proposed parapet not providing screening specifically on the north and west elevations. It is in staff's opinion that the parapet wall should be raised or some architecturally integrated element proposed to adequately screen the roof top mechanical equipment. Staff will have a condition in the resolution that if the proposal the applicant has shown to screen the roof top mechanical equipment does not actually screen the equipment that the applicant will have to provide screening by another method before the issuance of a certificate of occupancy. Western Spring Site Plan Page 4 The ordinance requires all exterior storage areas to be screened from view from the adjacent properties. All exterior storage areas are required to be stored on pavement. The applicant is not proposing any exterior storage. Street Access and Vehicle Circulation The site has access from Fenway Boulevard North. The applicant is proposing 2 entrances into the site, with the southern entrance proposed specifically for semi -truck access to the loading docks. Staff is comfortable with the access to the site. The applicant has proposed keeping truck traffic separate from regular vehicle traffic. They have shown a turning model for the movement of the semi -trucks. If the applicant decides to change this model in the future, they have accommodated circulation for semi -trucks to exit out of the north entrance, as well. Staff is comfortable with the circulation of the site. The property has a 60 -foot -wide roadway easement located across the east property line and the easement continues south to 130th Street. The easement currently does not have an improved roadway, however could be used to provide access to the site in the future; a roadway would need to be constructed to do so. Parking Section 90-253 of the City Code provides parking requirements. Based on the proposed use and the size of the building, 81 parking spaces are required. The plan shows 29 parking spaces with 52 parking spaces shown as proof of parking. The applicant has indicated that they currently employ 15 people in two shifts. Eight (8) team members begin at 6:00 am and seven (7) team members begin at 7:00 am. With the number of employees and the staggered shifts, staff is comfortable with the request of constructing 29 parking spaces. Staff is comfortable with the proof of parking concept and has added a condition that at any time deemed necessary by the City the applicant will be required to construct the proof of parking. Trails There is a City trail on the west side of Fenway Boulevard North. The applicant is not proposing any sidewalks or trails with this development. Building Architecture The building material for the Western Spring facility consists of precast tip -up concrete panels. The intent is to ensure the building is constructed of quality materials that require minimum maintenance. The applicant has provided elevations that show colorations that include buffs, tans, browns, and reds. The concrete panels are proposed to have an aggregate panel texture. These elements, the addition of windows on all elevations, and the use of awnings on the north elevation, visually break up the massing of the building walls. Western Spring Site Plan Page 5 It is in staff's opinion that the proposed building is well designed and appealing and meets the Commercial and Industrial Design Guidelines. Signage The applicant is proposing a sign on the west elevation of the building. Staff has discussed with the applicant that a sign permit application will be required before the installation of any sign on the property or building. It has been added as a condition that a sign permit application will be required to be reviewed and approved by City staff prior to any sign installation. Drainage/Grading The property is within the drainage area of the Bald Eagle Industrial Park Pond project completed when the Industrial Park was developed. As a result, a portion of the stormwater storage and treatment requirements are met. The rules of Rice Creek Watershed District for Stormwater Management (in addition to City requirements) apply to the site. The applicant has proposed an infiltration basin and a pretreatment basin to address these requirements. The basin has been sized to accommodate the proposed building, and all parking areas, including the proof of parking. The infiltration basin would hold and additional 0.9 acres that may be used with future building expansion. City staff will continue to work with the applicant to address technical design and other minor issues, which generally will not affect the site plan, as the project moves forward. The City stormwater trunk fee will apply to these parcels, and will be calculated and collected at the time of building permit. The applicant has proposed an outlet located on the southern property line. This outlet is proposed to collected drainage from the proposed site as well as a site the applicant owns along 130th Street North. Because of this, staff has required the applicant to draft and execute a stormwater drainage and maintenance agreement between the two parcels, which will be added as a condition of approval. Utilities Sanitary sewer service is available within Fenway Boulevard via the Met Council Environmental Services (MCES) Forest Lake Interceptor. Direct connection to the MCES sewer is not allowed; however, the plat documents show sewer stubs near the south property line of Lot 2 and the north property line of Lot 1. These stubs should be verified by the applicant before any development occurs on site. If the sewer stub is not present as it is currently shown on the plans, the contractor is to coordinate the connection and any corresponding permitting with the City to excavate in the City street and with Metropolitan Council Engineering Services to connect to the MCES interceptor. Water service is available to the property from within Fenway Boulevard. These stubs should be verified by the applicant before any development occurs on site. If the water service stub is not present as it is currently shown on the plans, the contractor is to coordinate the construction and Western Spring Site Plan Page 6 any corresponding permitting with the City to both excavate in the City street and to connect to the existing watermain. All utility connection fees will apply to this lot and will be calculated/collected at the time a building permit is issued. Wetlands In 2013, the Technical Evaluation Panel (TEP) determined there are no wetlands on the property. Park Dedication Park dedication fees do not apply to industrial properties. 5. CONCLUSION: Staff has reviewed the site plan for consistency with ordinance standards and the commercial/industrial design guidelines. Staff finds the proposed development complies with ordinance standards and the commercial/industrial design guidelines. 6. STAFF RECOMMENDATION: Staff recommends approval of the site plan for Western Spring, subject to the conditions listed in the resolution. ATTACHMENTS: 1. Location Map 2. Approving Resolution 3. Engineers Memo 4. Applicant Narrative 5. Site Plan ON MPhloW Ir AI lrlh� T - RESOLUTION 2017 - APPROVING A SITE PLAN FOR WESTERN SPRING MANUFACTURING FOR AN INDUSTRIAL BUILDING ON PROPERTY LOCATED NORTH OF 130TH STREET NORTH AND EAST OF FENWAY BOULEVARD WHEREAS, Western Spring Manufacturing has requested approval of a site plan to allow construction of approximately 35,000 square feet of industrial building on a 4.71 -acre property legally described as follows: Lot 2, Block 1, Bald Eagle Industrial Park Sixth Addition, Washington County, Minnesota. WHEREAS, the Planning Commission has reviewed the site plan and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Western Spring Manufacturing for a site plan, subject to the following conditions: 1. A site plan is approved to allow development of 1 lot for an industrial building, in accordance with the application received by the City on March 17, 2017, and revised on April 7, 2017, except as amended by this resolution. 2. The applicant shall comply with all conditions from the City Engineer's memo dated April 20, 2017 and any additional redlined comments. 3. Prior to issuance of building permits, the applicant must comply with the following conditions: Signage a. A sign permit is required for all signs. The sign permit application shall be reviewed and approved by City staff prior to installation. Streets, Access and Parking a. All drive aisles shall be 24 ft. wide. The plans shall be revised to show this change and reviewed and approved by staff. b. The parking spaces shown on the plan as proof of parking shall be constructed at any time deemed necessary by the City. Landscaping a. The landscape plan shall be revised to show the relocation and addition of trees to further screen the dust collector and loading docks. The plans shall be reviewed and approved by staff prior to installation. Fees a. Park dedication is not required for industrial development. Resolution 2017 - Page 2 of 2 b. The stormwater ponding fee is not required. This was paid at the time the regional basin was constructed. c. All development fees shall be paid. d. The applicant shall pay the City's Stormwater trunk fee. e. The applicant shall pay the City's sewer and water trunk fees and SAC and WAC fees for each lot. Miscellaneous a. The applicant shall be required to draft and execute a stormwater drainage and maintenance agreement between the two parcels whom share a drainage outlet. This shall be reviewed by City staff. b. Sewer and water stubs should be verified by the applicant before any development occurs on site. If the stubs are not present, the contractor is to coordinate the connection and any corresponding permitting with the City to excavate in the City street and with Metropolitan Council Engineering Services to connect to the MCES interceptor. c. A complete set of revised plans addressing the conditions of approval shall be submitted for city approval. 4. Prior to issuance of a certificate of occupancy, the applicant must comply with the following conditions: a. The roof top mechanical equipment must be screened from view of adjacent properties. b. All landscaping shall be fully installed. 5. At the time of future expansion, a site plan application will be required to be reviewed and approved by the City. ADOPTED by the City Council this 15th day of May 2017. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk ■ WSB 477 Temperance Street I St. Paul, MN 55101 1 (651) 286-8450 April 20, 2017 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Stormwater Management Plan Review Western Spring Manufacturing WSB Project No. 3288-170 Dear Ms. Juba: We have completed our review for the Western Spring Manufacturing site for stormwater management. The following information was received for review: ■ Preliminary Plans, prepared by Campion Engineering Services, Inc., dated April 6, 2017 ■ Storm Water Management Plan, dated April 6, 2017 ■ Storm Sewer Design, dated February 23, 2017 ■ Geotechnical Report, prepared by Braun Intertec, dated January 23, 2017 Based on the review of the plans, we offer the following comments: General 1. The soil boring report shows evidence of groundwater near the site of the infiltration basin. The boring closest to the basin reported the groundwater elevation to be approximately 924.5. The bottom of the basin is proposed to be 927.0, leaving only 2.5' of separation. The requirement is 3' of separation between the bottom of the infiltration basin and the high-water table. This will need to be addressed. 2. The onsite infiltration basin is designed to accommodate 2.83 acres of impervious area. Proposed impervious for construction is approximately 1.93 acres. This allows up to 0.9 acres of impervious to be constructed in future expansions. 3. The regional basin has additional capacity for rate control. Rate control for each site is limited to the 10 -year event using TP -40 values for full development. See attachment for the available parcels that the basin was designed to accommodate. New developments are still required to provide onsite volume control to meet RCWD requirements. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. Mark Erichson, PE City Engineer Building a legacy —your legacy. Equal Opportunity Employer I wsbeng.com K: X03288-170�AdminWocs�3288-170 COM LTR-rjuba-042017- Western Spring Manufacturing. docx FAM i a o , # E3 , 5118 130th Street North Hugo, MN 55038 I Telephone 651.224.1721 I Toll Free 1.888.224.17211 Fax 651.224.9406 MAR 17 2017 Western spring Manufacturing Altstatt Properties LLC 14669 Fitzgerald Ave. N. Hugo, MN 55038 To whom it may concern: Altstatt Properties LLC is the entity that will own & manage the property that we intend to develop/build on the 4.7 acre parcel of property (currently held by A.P.LLC) on Fenway Avenue within the Bald Eagle Industrial Park. The 35,000 sq./ft. building will be leased to Western Spring Mfg., a multi -generation family owned business who have for the past 12 years operated out of the adjacent building manufacturing precision coil springs & wire forms for various industries & customers. The majority of WSM's customer base is within the 5 -state region, along with some exports throughout North America. There are even a few customers located right in Hugo. Most packages are shipped though a daily UPS pickup. Typical hours of operation are a day shift and an evening shift. Throughout the 12 years in Hugo we have taken extra special effort to keep our reputation a good one in our industry & community. Our Quality Policy is as follows: Western Spring Mfg. coils and forms wire and strip material to customer specifications. Our processes are implemented by leveraging the creative and innovative skills oftechnicians o eratio state-of-the-art a ui ment. All grocedures are aligned to ensure delivery of value to our customers and ultimately their customers. Our jroal is to be the vendor of choice. The ownership group of Altstatt Properties LLC will also be stakeholders of Western Spring Mfg. The stakeholders are committed to strategically growing the business at a manageable rate. Western Spring Mfg. currently employs 18 full-time team members and would anticipate employing more pending the growth of the business. We would like to extend an open invitation to you to come and speak with us at any time about any suggestions, concerns, or problems you may have about our expansion plans. We look forward to meeting our goals along with helping the city of Hugo reach theirs. Sincerely, Alex Altstatt Direct Line: 651.797.0991 alex(a�western springxom J • Sq GLOBAL www.westernspring.com Iso soot' Quality Compression Springs I Extension Springs I Torsion Springs Western Spring Manufacturing Wire Forms I Flat Springs City of Hugo Western Spring Mfgr — Site Plan Application March 17, 2017 Page 2of2 The development includes a 36,854 sq. ft. slab on grade structure with finished office space of 3,014 sq. ft. and a storage mezzanine above, consisting of 2,960 sq. ft. The building design features exposed aggregate precast panels (samples included), structural steel roof frame. Pedestrian and employee parking is directed to the northern main entrance on the site, with all truck traffic directed to the south portion on the site, 2 ea. dock height, dock doors are located on the south for truck docking. All trash, refuge and recycling will be stored inside the building. We are submitting this application in anticipation of being on the following regularly scheduled City Agendas: Planning Commission April 27, 2017 City Council Meeting May 15, 2017 We intend to break ground in late Spring or Early Summer, with Completion of the development by the end of the year, 2017. We are excited about the project and feel this application is very comprehensive, thorough and meets the City of Hugo's design standards and ordinances. Please don't hesitate to contact me with any questions or additional information you may need. Respec ull John N. haw Qack) w cc: Joe Altstatt, Western Spring Manufacturing Attachments �l �V 32.26 932.27 C BTC *32.24 � I / 932.31 / 166 - / 932. 7 V 0 / GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. NOTE: EXISTING CONDITIONS PER CERTIFICATE OF SURVEY PREPARED BY E.G. RUD AND SONS PROPERTY DESCRIPTION: LOT 2, BLOCK 1, BALD EAGLE INDUSTRIAL PARK SIXTH ADDITION, WASHINGTON COUNTY, MINNESOTA D / D 6i ,9-25� I PLASSTTI E I C 1INCH NS RON PIPE \ Lij1 / V Z I /I �RIBED R L S14H57g L 12 E \ O � 111 L -Li / O T 1 ODRAINAG - _ / 9 1 . 6 \ / BALD EA GLAND UTIL TY - _ I l / 9 O . 1 1� I \ - - E INDUSTRIAL ERP _ _ X2'8 O �'�� „ l \ADDITIONE / to l 1 \ I \ K 6TH OF - - 0 - a 30.93 ti o 417 ( II 9314.9-44.25 -� _ _ I V j I I 1 ST -1 - - _ \ 80! 00 I / � D T I O I 1 D- O _ 9 3\3.2_q - �\OST-2 V =1 1 N \ \ O 934.16 \ D 933.20 / - / ® 1 ST -3 933 23 °S� .26 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 1 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that / I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05 2017 Martin P. Campion -Lic. # 19901 Date: 932. CAMPION JOB NO. 16-039 3 0.2 2 V (5-666 1 1\ / \ \ l D / o l 3.& BTC_ .881 12 L-DRAINAG 1 / Q o � 932.44 / 1 I J 93d / BALD EAGLENN UTILITY EA OO CBS DUSTRIAL PARENT R PLA \ / - 4THP21TIAT OF \ / / \ \19� \ I I �z o z� _ a 30.47 60 \mss D 1/2 I 6 156' 3 _ L iI \ /�/ 933.66 / I Q - 933.46 1 w w / _ ST- 6 a CAP INS ON PIP N�Bo �-�- - \ \ / OST -5 0 933.83 U \ CRI �R S I TH FOUND 56 „W - _ _ 23944 PLAS 1/2 INC / / \ o z TIC CAP H IRON _ / / l \ / - �u� 6D \ 1NSCRIBEDPR 11 TH X55 O6' 8g.01 / - J \ / 1 z i m o x934.47T / CDSQ Q SOUND 1 /2 INCH IRON P � 1 � . 52 co - _ - / \ \ I � I 1 z I D � I IPE_= / \ - - _ / / Q J Q86.96 O 1 0 1 IN - _ _ _ \ o = 932.37 / _ _ _ 1 I / PLAST7 /2 CH IR .72 - / AND R. �88gCRIBEDPR ES WITH - _ _ 1 / x933.76 / o LOT C x933.94 L S 23944 140 3- X934 1/ o ' \�� - - / 934.20 \� - �- / 93� 0 co z x933.3 /_-930- .82 ��\ 3' \__� 0 / z 934.13 ' ( ( 828.13 �51. g 8 145.00 - _ _ ' T 1 0 933.39 X03\9.17 _ I 1 � 934.06 I �4- �/� 932.10 \ .92_ S4LD'933.49 \31.4 28.99 I ti B L 0 C K 2 ' T�\ / // / 933.30 \ I _ - O 1 60 _ 31.77 .77 \I 179.95 _� / 91 ' \ 31.il` 9FF.43 1 IIOP / / /-POUND ,N E 1931.31 933.17 - - / TIC PNGH ON IR TOP INSG=Dl D E 60 = LOT 1 J Dz ' 0 30 60 /NU\STR//4/ GRAPHIC SCALE IN FEET PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: EXISTING CONDITIONS PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. C 1.01 \1 I I V 932.27 C BTC V I V I 166 � � V V 0 V - O / 0 MATCH & X. BIT, CURB GUTTER ' _ SURMOUNTABLE RE OVE XISTING CURB ' CONCRETE CURB G TTE AS NECESSARY &GUTTER, TYP TO CO TRUCT ACCE S, J F TU E/PROOF OF PARKIN INS LL COMMERAL DRI WAY PER DRAIL HU-STR-8 �- 0 _ o LIGHT DUTY 0 125. ' T' ' 7 _ BITUMINOUS o ti 0 4.72 ' FUTURE PROOF OF P7ARKLL_ 7NG 1 N _ � � 1116 0 i N Q� NOTES: 1. BOUNDARY AND EXISTING CONDITION INFORMATION PER CERTIFICATE OF SURVEY PREPARED BY E. G. RUD AND SONS AND CITY RECORD PLANS. 2. ALL EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. 3. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, CONCRETE APRONS AND STOOPS. 4. BUILDINGS ARE ALIGNED PARALLEL OR PERPENDICULAR TO THE NORTH PROPERTY LINE UNLESS OTHERWISE NOTED ON THE PLAN. 5. ALL PARKING LOT STRIPING SHALL BE 4" WIDE LINES, STRIPED USING HIGH VISIBILITY TRAFFIC AND HIGHWAY APPROVED WHITE PAINT. PROVIDE APPROPRIATE STRIPING AND PAVEMENT MARKINGS FOR ALL HANDICAP PARKING AND ACCESS AISLES. 6. GUTTER SHALL BE CONSTRUCTED TO TIP OUT WHERE INDICATED ON PLAN. 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE. ALL DIMENSIONS ARE TO BACK OF CURB, EDGE OF SIDEWALK OR EXTERIOR BUILDING UNLESS OTHERWISE NOTED. 8. UNLESS OTHERWISE INDICATED ON THE PLAN, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS, AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND CONCRETE DRIVES. CONTROL JOINT MAXIMUM SPACING: WALKS - 8' O.C., ALL OTHERS - 10' O.C. SAW CUT CONTROL JOINTS MINIMUM ONE-QUARTER CONCRETE THICKNESS. EXPANSION JOINT MAXIMUM SPACING: WALKS - 24' O.C., ALL OTHERS - 40' O.C. DOWEL ALL EXPANSION JOINTS - MAXIMUM 24" O.C. 9. PEDESTRIAN RAMPS SHALL BE INSTALLED AT ALL LOCATIONS WHERE SIDEWALK MEETS CURB. 10. WHEN DOING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR SHALL COORDINATE THE REMOVAL LIMITS WITH THE CITY. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PEDESTRIAN RAMPS MEET ADA AND MNDOT GUIDELINES FOR ACCESSIBILITY. 12. CONTRACTOR SHALL VERIFY CONDUIT REQUIREMENTS FOR POWER AND IRRIGATION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FIRE MARSHAL THE LOCATION OF FIRE LANE SIGNAGE AND CURB MARKINGS (IF NEEDED). 14. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING IMPROVEMENTS THAT INTERFERE WITH NEW WORK AS SHOWN. 15. ALL NEW UTILITIES SHALL BE UNDERGROUND. COORDINATE LOCATIONS WITH UTILITY PROVIDERS. 16. SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS SLOPE OF 2%. ANY SIDEWALK EXCEEDING 2% CROSS SLOPE MUST BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. GENERAL NOTES: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION SHALL BEGIN UNTIL THE CONTRACTOR HAS REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY THE PERMITTING AUTHORITIES. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE SOILS REPORT AND PLANS. Ljj ' _ TRANSITION FROM MNDOT DESIGN V -_Y CONCRETE CURB TO SURMOUNTABLE PAINTED HANDICAP SYMBOL (TYP) '9' WIDE H.C. ACCESS --- o AISLE (TYP) MNDOT DESIGN V 10' WIDE CONCRETE CONCRETE CURB SIDEWALK 4' WIDE CONCRETE -_ ADA PARKING SIGN, SIDWALK TYP (SEE DETAIL) TRANSITION FROM MNDOT DESIGN V R-- Po CONCRETE CURB TO SURMOUNTABLE MATCH EX. BIT, LL_ OSD CURB & ' B�L"IN ' GUTTER � FFE=935.5 o \/ 66 _ 30.22 g I � BTC 1 _ _ 20.0' 4" WIDE PAINT STRIPE, TYP SURMOUNTABLE 1 I' CONCRETE CURB ��-- &GUTTER, TYP FUTURE PROOF OF �ARKING / 1 J 16. 0 o, 10 BITUMINOUS ACC S CONCRETE SLAB 0 155 v, SURMOUNTABLE CONCRETE CURB AND GUTTER (TYP) 30.47- o \ ' REMOVE EXIS ING _ \ \ \ CURB HEAVY DUTY \ \ \ a & GUTTER AS NECESSARY TO CONSTRUCT ACCESS, INSTALL COMMERCIAL DRIVEWAY PER DETAIL HU-STR-8A SURMOUNTABLE CONCRETE CURB AND GUTTER (TYP) GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. BITUMINOUS \ \ _ 80 7 0 0 .72������_ x033.94 BIU�,r\ Z_ 1 x933.3 1 1 1 1 1 1 1 1 1 LOT DATA � EXISTING ZONING GENERAL INDUSTRIAL (13) REQUIRED PROPOSED LOT SIZE 15,000 SF 205,026 SF LOTWIDTH 100' 254' LOT DEPTH 150' 807' SETBACK- BUILDING �Q FRONT 30' 125' SIDE * BLDG HEIGHT 35' REAR 30' 400' SETBACK- PARKING 6' 6' * REQUIRED SIDE SETBACK - GREATER OF BUILDING HEIGHTOR 10' ALLOWED PROPOSED IMPERVIOUS SURFACE AREA (1) 164,020 SF 81,700 SF BUILDING COVERAGE (2) 61,508 SF 35,840 SF 1- 809/o OF LOT AREA 2 - 30% OF LOT AREA oL REQUIRED PARKING 82 PARKING PROVIDED HANDICAP 2 REGULAR 27 PROOF OF PARKING 56 TOTAL 85 PROJECT DIRECTORY PROPERTY OWNER WESTERN SPRING MANUFACTURING 5118130" STREET NORTH HUGO, MN 55038 PH: 551.224.1721 GENERAL CONTRACTOR SHAW CONSTRUCTION ATTN: JACK SHAW 7685 CORPORATE WAY EDEN PRAIRIE, MN 55344 PH: 952.937.8214 EMAIL: JSHAW@SHAWCONSTRUCT.COM ENGINEER CAMPION ENGINEERING SERVICES, INC. ATTN: MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PH: 763.479.5172 EMAIL: MCAMPIOWCAMPIONENG.COM SURVEYOR E. G. RUQ AND SONS ATTN: JASON RUD 6776 LAKE DRIVE, #110 LINO LAKES, MN 55014 PH: 657.361.8200 EMAIL: JRU-D@EGRUD.COM ARCHITECT LINNER MORSCHEN ARCHITECTS ATTN: LOREN MORSCHEN 10100 MORGAN AVENUE SOUTH BLOOMINGTON, MN 55431 PH. 952.884.6455 EMAIL: LMORSCHEN@LiNNERMORSCHENARCHITECTS.COM MNDOT DESIGN V CONCRETE CURB & GUTTER SURMOUNTABLE CONCRETE CURB & GUTTER EDGE OF BITUMINOUS _ END CONCRETE - CURB & GUTTER _ _ CA S 0 TRUOKS ' TRU KS HSS PONT BEYOND ' 1 1 ' 1 EDGE OF BITUMINOUS ' FUTURE EXPgNSI ' 128x� 64 ON ' 1 1 1 � 0 ' HEAVY DUTY BITUMINOUS / I 6 T ' � I ' _ _ _ 0 D 0O .92 _ 60 933.43 _ FFE LOT 1 60 /NDUS TR O z wo �z � zm 0 M o V) N �Q O J Qa 0 �W LLJ 0 0 � 0 I 0 �w oL zr z 0 932.34 32.10 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 932.94 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 7 932.93 04/05/2017 Martin P. Campion -Llc. # 19901 Date: 3.60 H IN CAMPION JOB NO. 16-039 932.44 PROPOSED BY: 97 -- 2._ N 0 30 60 GRAPHIC SCALE IN FEET CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: CIVIL SITE PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. C 2.01 \/ 7 / V I / 66 � � V L_Lj / V / 0 V - 0 / D E W / s H (SU r1M9�31.3 1 =1= L SUMP:92 .22� I� I - - INV: 27. 2 CC -153' o HDPE •& / 0 1 17' 15' HDPE 63% EX. HYD T' ti o .7 V_ FES 3 15" HDPE FES W/ 11 0 TRASHGUARD & / 4.9 CY CL III RIPRAP ' V CO INV.927.11 Q� b FES 4 J 15 / RCP FES W/ 24S HDPE FES- I, J? & V o 4.8 CY CL III RIPRAP 9.5 CY�CLDIII RIP AP li INV:928.80 INV:927 001 / 27' of 27" HSE © 0.29 V I _ 8 DIP WATER SERVICE 6" PVC SAN SEWER SERVICE L CBMH 5 RIM:933.62 E INV:928.18 W INV:927.98 STRUCTURE SCHEDULE STRUCTURE STRUCTURE NO. SIZE CB 1 27" CB 2 27" CB 3 27" CASTI NG NEENAH R-2502* NEENAH R-2502* NEENAH R-2502* CBMH 1 48" NEENAH R -3250-A CBMH 2 48" NEENAH R -3250-A CBMH 3 48" NEENAH R -3250-A CBMH 4 48" NEENAH R -3250-A CBMH 5 48" NEENAH R -3250-A CBMH 6 48" NEENAH R -3250-A CBMH 7 48" NEENAH R -3250-A STMH 1 48" NEENAH R-1642** STMH 2 48" NEENAH R-1642** *WITH TYPE C GRATE **LABELED "STORM SEWER" CBMH 6 RIM:933.62 13 E INV:928.85 of 12„ HD E _ W INV:928.85 0. 09 _ 7 1K7 _L X26' Of _ -- G 8 ��) Tl 11 - 1_ <aa°< PROPO SEp BVD Lp/N / CONNECT TO 0' MIN RI 1 \\ EXISTING RM* V:92* 0 R 1 CBMH 2 S IN:928.50 V 666 L _I = �RVICE RIM:933.70 20' of 12" HDPE © 1.03% < E INV:927.44 _ 1 W INV:927.44 STMH 1 CB 2 RIM:931.70 RIM:931.50 1 1 < - _ CLEANOUT E INV:927.86 S INV:928.76 116' Of2 ; _ _ / II N INV.928.29 15' of 12" HDPE 0.95% HDPE 0. 30,% =C �� W INV.927.66 STMH 2 _ - - - RIM:931.80 cc�60 - g8��_-_ �� E INV:928.22 of 24» _ _ N INV:928.62 CONNECT TO EX SAN SEWER - _- _ NDP W INV:928.22 I STUB, INSTALL CLEANOUT AT - = _ E Q 0.25 0 s \ \ 3 RIM: W INV 29.50 NOTES: 1. EXISTING CONDITION INFORMATION PER CERTIFICATE OF SURVEY PREPARED BY E. G. RUD AND SONS, INC. AND CITY RECORD PLANS. 2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY CONFLICTS. 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. SUPPORTING STRUCTURES, IF REQUIRED, SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 5. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR, AND REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. 7. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS AND METER FOR WATER SOURCE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONTRACTOR, INCLUDING DISPOSAL OF TEST WATER INTO CITY'S SANITARY SEWER SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR HYDRANTS ON THE CITY WATER SYSTEM WITHOUT FIRST RECEIVING CITY APPROVAL. 8. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND THE PROJECT ENGINEER 48 HOURS PRIOR TO STARTING WORK OR AS REQUIRE BY THE CITY. 9. THE CONTRACTOR SHALL KEEP ACCESS ROADS CLEAR OF SOIL OR OTHER DEBRIS, AND PERFORM DAILY STREET CLEANING AS REQUIRED. POSITIVE DRAINAGE, CONTROLLED WITH EROSION CONTROL AND EROSION PREVENTION MEASURES AS REQUIRED SHALL BE PERFORMED. INLET PROTECTION SHALL BE INSTALLED WITHIN 48 HOURS AFTER INLET CONSTRUCTION. UNLESS SPECIFIED ON THE PLANS OR AS A BID ITEM ON THE BID FORM, ANY TEMPORARY CULVERTS, DITCHES, FILTER FABRIC, ETC. NECESSARY TO ACCOMPLISH THIS SHALL BE PERFORMED AS INCIDENTAL TO THE CONTRACT. 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF LAND. 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: A. DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES AT LOCATIONS AS DETERMINED BY THE ENGINEER OF HIS REPRESENTATIVE. B. WITHIN 3 FEET OF PAVEMENT SUBGRADE, CONTRACTOR SHALL UTILIZE IMPROVED SOILS THAT ARE WITHIN 1 OPTIMUM MOISTURE CONTENT. COMPACTION SHALL MEET 100% STANDARD PROCTOR. BELOW THE UPPER 3FEET, COMPACTION SHALL BE 95%. GRADING TOLERANCE SHALL BE 0.1'. 12. THE OWNER SHALL PAY FOR ALL COMPACTION TESTING. ANY AREAS WHICH FAIL TO MEET THE ABOVE STANDARDS SHALL RE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING AGENT AT THE CONTRACTOR'S EXPENSE. 13. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS SHOWN ON THE PLAN. 14. WHERE WATERMAIN MUST BE LOWERED TO AVOID CONFLICT WITH ANOTHER UTILITY, THE COST OF BENDS, FITTINGS, ETC. SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 15. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH THE CURRENT MNDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL" FOR CONSTRUCTION ADJACENT TO TRAVEL WAYS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ARE ESTIMATED. 17. CONTACT CITY FOR INSPECTION PRIOR TO CONNECTING TO EXISTING CITY UTILITIES. 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS OBTAINED BY OWNER AND FOR PERMITS OBTAINED BY GENERAL CONTRACTOR. 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM TO THE CITY OF HUGO STANDARD SPECIFICATIONS AND DETAILS. 20. ALL SANITARY SEWER SHALL BE EITHER 8" OR 6" PVC SDR 35. 21. WATERMAIN SHALL BE 6" AND 8" DIP CLASS 52. 22. ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' COVER MINIMUM. 23. VERIFY LOCATION OF FIRE DEPARTMENT CONNECTION (FDC) WITH MECHANICAL ENGINEER. 24.INSTALL SERVICES TO WITHIN 5' OF THE BUILDING. VERIFY LOCATION WITH MECHANICAL ENGINEER. 25. RECORD INFORMATION ON SANITARY SEWER AND WATER STUBS WERE NOT AVAILABLE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EACH. 26.INSTALL RIP RAP AND FABRIC AT FLARED END SECTIONS PER HUGO STANDARD PLATE WY -SD -6. i � 1 _ 1 1 CA S ' 1 0 TRUCKS 1 TRU KS HSS p01NT BEYOND ' I 1 1 1 1 I 1 FUTURE ExPANS1 128x' 64 � ON ' 1 1 1 / 1 V 6o CONNECTION, VERIFY SIZE, - _ _ - << LOCATION & ELEV. 90' of 18 HD 0.407 << > CBMH 1 (SUMP) �� - _ � 51 of 15 RCP @ 2.88% RIM:931.70 - SUMP:924.09 _ C INV:927.09 EXISTING CBMH _ ICS INV:927.09 REMOVE EXISTING CASTING & REPLACE W/ NEENAH R -3501 -TB - _ of \ C RIM=929.66 _ pF 1 _ SINV=926.93 (VERIFY) NE INV=927.33 - GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. 1 CBMH ::::�� RIM:932.05 1 S INV:928.93 W INV:928.67 i 1 f 15" HDPE © 0.46% 0 � 1 L D BLOCK 1FES INV:929 00� 1 1 � 1 1 / 1 �- D D - 0 1 6 - o LOT 1 /NDUS T/� / 4 L 60 i 932.10 2 0 932.34 932.94 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Arch itects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law,of the ate of Minnesota. 71] 932.93 04/05 2017 Martin P. Campion -Lic. # 19901 Date: 3.60 H IN CAMPION JOB NO. 16-039 932.44 PROPOSED BY: r 97 -- N 0 30 60 GRAPHIC SCALE IN FEET CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: UTILITY PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. C 3.01 CALL 48 HOURS BEFORE DIGGING: c� GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 IMN. TOLL FREE 1-800-252-1166 66v GENERAL NOTES I 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. I V 3. THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPOSIBILITY OF THE CONTRACTOR TO RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). 932.27 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. CBTC THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE V CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO ' - APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 6. THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES PROHIBITED OUTSIDE THE CONSTRUCTION BOUNDARIES INCLUDE, BUT ARE NOT LIMITED TO: STOCKPILING SOILS AND OTHER MATERIAL, STORING EQUIPMENT OR OTHER ' V MACHINERY, DRIVING VEHICLES, LEAKING OR SPILLING OF ANY "WASHOUT" OR OTHER TOXIC MATERIALS. 7. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. 8. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A TEST ROLL WILL BE REQUIRED ON THE DRIVEWAY AND PARKING LOT SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE ' 66 - SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER AND AS SPECIFIED. V 9. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. AFTER THE SITE GRADING IS COMPLETE, IF EXCESS SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL OFF-SITE IN A MANNER ACCEPTABLE TO THE OWNER AND THE ' REGULATING AGENCIES. 10. THE EXISTING TOPSOIL ON THIS SITE VARIES IN DEPTH. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT ALL SURFACE VEGETATION AND ANY TOPSOIL OR OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL BE REMOVED FROM THE BITUMINOUS AND BUILDING PAD AREAS PRIOR TO PLACEMENT OF ANY EMBANKMENT IN ACCORDANCE WITH THE SOILS REPORT. V 11. EMBANKMENT MATERIAL NOT PLACED IN THE BITUMINOUS OR BUILDING PAD AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT 2105.3F2 OR AS DIRECTED BY THE SOILS ENGINEER. ' 12. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. EMBANKMENT MATERIAL PLACED IN THE PARKING LOT AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED o IN MN/DOT 2105.3F1. EMBANKMENT MATERIAL PLACED IN THE BUILDING PAD AREA SHALL BE COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. 13. TOLERANCES: ' V _ a. THE PARKING LOT SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. b. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED BY THE ENGINEER. c. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS % INCH OF THE SPECIFIED THICKNESS. 14. ALL DISTURBED UNSURFACED AREAS ARE TO IMMEDIATELY RECEIVE FOUR INCHES OF TOPSOIL, SEED AND MULCH AND BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. ' 15. SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADE ELEVATION UNLESS OTHERWISE NOTED. _ 16. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE OR GUTTER LINE IF CURB. EXISTING CONTOURS ARE SHOWN AT 1 FOOT INTERVALS. ALL PROPOSED CONTOURS ARE SHOWN AT 1 FOOT INTERVALS. 17. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE ALONG MATCHING PAVEMENT AREAS AND/OR CURBS. ' 18. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 19. THE CONTRACTOR SHALL PROVIDE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION OR AS DIRECTED BY THE SOILS ENGINEER. ' I POND GRADING �\ 1. THE CONTRACTOR SHALL AVOID COMPACTING THE POND BOTTOM. RUBBER TIRED EQUIPMENT SHALL BE PROHIBITED WHEN WORKING IN THE POND AREA. 2. THE BOTTOM AND SIDE SLOPES SHALL BE STABILIZED WITH THE SPECIFIED PLANT MATERIALS WITHIN 7 DAYS OF COMPLETING THE POND GRADING. ' I 3. POND SHALL BE GRADED 12" - 18" ABOVE FINAL GRADE UNTIL SITE GRADING IS SUBSTANTIALLY COMPLETE. 4. PRIORTO PLACING ENGINEERED SOILS, NATIVE SOILS IN THE POND SHALL BE DE -COMPACTED TO A DEPTH OF 12" - 18". CAUTION NOTES: Ljj'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 V AS BEING EXACT OR COMPLETE. 9,33 ____ THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 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 SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. o _ _J O l_ 0 - � _ ' ' IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES -- 930 OI z � - L 7' I °4` TO OF ERM=9 2.4 - rf ' � 934. T / � C T O - "�D TC 934.80 g34.2 _ rn as BIT 934.30 O �i 8 I I rnrn \ rn C SEE DETAIL A TC 934.95 935 _ ' rn - rn BIT 934.45 a HWL=931.87 _ _ _ TC 935.40 EOF--9 32.0 0) 935.00 BIT 934.90 00 V = 934.16 TC 935.10 \ 932.94 ' ST -3 BIT 934.60 - �- N - SEp 8--------- �-- i UD/N i �'z o 933.12 FFE=935.5 I ° sT� l TRS K PO NT eEYOND ' 1 ' zOEi 0 0 932.93 3� �6 Ir? ' 3.60 32.44 30.22 6 0 _ _ < 35 0 ' OHw_ BTC 9 OO / F_U TU RE 9X�6gNSIC-�8N A,\ z� ' 30.47V 60 X933.4 I oz m _ 933.46 ST -6 a CDJ << <, 0) I�w 6(0 DETAIL A �� �� �,��, - 325 -4/ o \ O // Q _ \ � x933.76 / OT bpi. / x933.94 - C X934 °� ���_ i� y34 o� ".,._ �� 932 �� / ° o �9393.3 / FILL AREA - GRADE TO DRAIN TO FLARED END T \ ` ' 932 INV=929.0 ' V 934.06 �� - _ . N - O 0 .92��_ GOVERNING SPECIFICATIONS: \ �\ - - - _ _ I �O TC 934.9 4 - 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD \ \ ��/ - _ _I_ 60 _/ 93 BIT 934.92 SPECIFICATIONS FOR CONSTRUCTION LATEST EDITION & SUPPLEMENTS. \ \ 933.43 TC 934.80 a BIT 934.68 TC 935.16 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES I I FFE / TC 935.16 BIT 935SPECIFICATIONS. (LATEST EDITION) .16 \ _ _ BIT 935.16 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL / 2.6ao 30 60 935.40 TC 934.92 BIT 934.92 TC 934.50 BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. E4 GLE BIT 934.00 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. LOT 1 o GRAPHIC SCALE IN FEET PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04 05 2017 Martin P. Campion -Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: GRADING PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. 4mOl I / 1 V 66OWNER/DEVELOPER EROSION/SILTATION CONTROL OWNER: 1. ALL EROSION CONTROL AND SILTATION CONTROL WILL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS OF THE CITY. WESTERN SPRING MANUFACTURING 2.THE CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO: WEEKLY EROSION CONTROL INSPECTIONS, INSPECTION AFTER 0.5" RAINFALL OR MORE AND 5118 130TH STREET NORTH DOCUMENTATION OF ALL CORRECTIVE MEASURES. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS OF THIS PERMIT AND AGREES TO ABIDE BY THEM. HUGO, MN 55038 3.THE CONTRACTOR SHALL PERFORM ANY CORRECTIVE MEASURES ORDERED BY THE CITY OR THE MPCA WITHIN 24 HOURS OF NOTIFICATION. ALSO, ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY EITHER THE CITY OR THE MPCA SHALL BE INSTALLED 932.27 WITHIN 24 HOURS OF NOTIFICATION. CBTC PHONE. 651.224.1721 4. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, IN TEMPORARY SEDIMENTATION BASINS, OR IN EXISTING STORM SEWERS OR SWALE'S SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. REMOVAL FROM EXISTING PAVEMENTS SHALL BE ACCOMPLISHED BY SWEEPING. V 5. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION INCLUDING BUT NOT LIMITED TO ROCK ENTRANCES AND/OR SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL SWPPP DESIGNER ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION DIRECT THE CONTRACTOR IN HIS/HER 'METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. 1 V CAMPION ENGINEERING SERVICES, INC. 6.ANY DEPOSITING OF SILT IN SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE REMOVED AND THE SILT REMOVED FROM THE ' MARTY CAMPION PONDING AREAS BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. ' - 1800 PIONEER CREEK CENTER 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH AND THE MONITORING REQUIREMENTS OF THE MPCA PERMIT. 1 V66 MAPLE ' PLAIN, MN 55359 8.ALL DISTURBED AREAS, EXCEPT ROADWAYS, BUILDING AREAS, PARKING AREAS, ISLANDS AND SIDEWALK, SHALL BE RESTORED WITH A MINIMUM 4 INCHES TOPSOIL, SEEDED AND MULCHED (TYPE 1). SEEDING SHALL BE IN ACCORDANCE WITH MNDOT SPECIFICATION 2575, SEED MIX 22-111 @ 40 LBS/ACRE (OR APPROVED EQUAL). DORMANT SEEDING AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH MNDOT SPECIFICATIONS, STRAW MULCHING QUANTITY SHALL BE TWO TONS PER ACRE, FERTILIZER (10-10-20) SHALL BE _ PHONE: 763.479.5172 APPLIED AT A RATE OF 200 POUNDS PER ACRE (CAN BE OMITTED IN LANDSCAPED AREAS IF LANDSCAPED SEEDING IS DONE CONCURRENTLY). MNDOT SEED MIX 21-113 APPLIED AT A RATE OF 110 LBS/ACRE SHALL BE USED FOR TEMPORARY SEEDING IF NEEDED. - EMAIL MCAMPION@CAM PION EN G. COM 9.CONSTRUCTION SHALL PROCEED IN THE FOLLOWING SEQUENCE: ' a. CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH THE CITY. EROSION CONTROL INSTALLER b.INSTALL EROSION CONTROL MEASURES AND ROCK CONSTRUCTION ENTRANCE. ' NAME: c. CONTACT CITY FOR APPROVAL OF EROSION CONTROL INSTALLATION. CONTACT: d. CONSTRUCT TEMPORARY DRAINAGE DITCHES/SWALES/STORM SEWER TO DIVERT SURFACE RUNOFF TO TEMPORARY SEDIMENTATION PONDS. ADDRESS: e. MAINTAIN EROSION MEASURE, I.E. SILT FENCE, ROCK CONSTRUCTION ENTRANCE. ' f. MAINTAIN ALL SEDIMENTATION PONDS. COMPLETE SITE GRADING TOLERANCING. g.INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HARD SURFACES. 1 PHONE: 10. SLOPE PROTECTION AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH SECTION 02370 SLOPE PROTECTION, EROSION CONTROL AND STORM WATER POLLUTION PREVENTION PLAN OF THE PROJECT MANUAL. 11. ALL STORM SEWER INLETS AND FLARED END SECTIONS SHALL BE ADEQUATELY PROTECTED BEFORE AND AFTER PAVEMENT CONSTRUCTION UNTIL ALL DISTURBED AREAS ARE STABILIZED. CONTRACTOR SHALL PLACE MIRAFI FABRIC AND GRAVEL OVER ALL CATCH BASIN GRATE _ V INLETS UNTIL PAVING SURFACES ARE PAVED AND THE LANDSCAPING IS COMPLETED. CONTRACTOR 12. STOCKPILE AREAS WHICH REMAIN ON THE SITE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE. ' NAME: 13. TEMPORARY AND PERMANENT SEDIMENTATION PONDS, AT LOCATION SELECTED BY OWNER, SHALL BE CONSTRUCTED WITH THE INITIAL GRADING. THE SEDIMENT MUST BE REMOVED FROM THE PONDS, AS NECESSARY, PRIOR TO COMPLETION OF THE PROJECT. CONTACT: 14. BIO LOGS SHALL BE INSTALLED AT PIPE INLETS AND OUTLETS UNTIL RIPRAP IS INSTALLED. PERMANENT ENERGY DISSIPATERS SHALL BE INSTALLED WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. D 15. EROSION AND SEDIMENT CONTROL PRACTICES MUST REMAIN IN PLACE UNTIL THE SITE SOILS HAVE BEEN PERMANENTLY STABILIZED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. ADDRESS: 16. ALL STOCKPILES OF SOIL OR OTHER MATERIALS SUBJECT TO EROSION BY WIND OR WATER SHALL BE COVERED, VEGETATED, ENCLOSED, FENCED ON THE DOWN GRADIENT SIDE OR OTHERWISE EFFECTIVELY PROTECTED FROM EROSION IN ACCORDANCE WITH THE AMOUNT I LI 1 V OF TIME THE MATERIAL WILL BE ON SITE AND THE MANNER OF ITS PROPOSED USE. SPHONE: 17. LOCATION OF CONCRETE WASHOUT AND HAZARDOUS MATERIALS STORAGE SHALL BE DETERMINED PRIOR TO START OF CONSTRUCTION. THE SWPPP WILL BE UPDATED AND LOCATIONS ADDED AT THAT TIME. 18. TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION AND SHALL BE COMPLETED NOT LATER THAN SEVEN DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY I CEASED. INITIATED IMMEDIATELY MEANS TAKING AN ACTION TO COMMENCE STABILIZATION AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END OF THE WORK DAY, FOLLOWING THE DAY WHEN THE EARTH DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY I CEASED. INITIATED STABILIZATION IS DEFINED AS COMPLETING ONE OR MORE OF THE FOLLOWING: SOIL PREPARATION FOR VEGETATION MULCHING (OR OTHER NON -VEGETATIVE BMP),SEEDING PLANTING OR SCHEDULING STABILIZATION MEASURES TO BE FULLY INSTALLED AND COMPLETED WIT%N THE 7 DAY TIMEFRAME. 19. THE CONTRACTOR SH LL PROVIDE AND INSTALL A SWPPP MAILBOX (INCIDENTAL). 1 ( ) V _ 20. THE TEMPORARY EROS/ N AND SEDIMENT CONTROL BMPS IN THIS SWPPP HAVE BEEN DESIGNED TO MINIMIZE THE POTENTIAL OF SEDIMENTS DISCHARGING OFF-SITE FROM A 0.5 INCH RAINFALL WITHIN A 24 HOUR PERIOD. THE NOAA ATLAS 14 POINT PRECIPITATION LjjFREQUENCY ESTIMATE F01\ THE PROJECT LOCATION WAS EVIEWED AND USED FOR ANTICIPATED INSPECTION FREQUENCY, BMP DESIGN, AND ESTIMATING CONSTRUCTION ACTIVITIES IN THIS SWPPP. ATLAS 14 RESULTS DO NOT NECESSARILY REFLECT ANY DESIGN CRITERIA IN 1 THE PERMANENT STORMWAT R MANAGEMENT SYSTEM. 9,3: Lij 1 A - < _ � I �l_1- I � 34 rr 934. 1 LL_- O _ 3 .o D �� 6 \ O N o) I N _ D _ o o, _ TC 934. 0 4.2 D - _ n CO BIT 934. 0 _ _ / o' o I _ V ° D 935 - d-- \C 934.95 o \ I 6 Q,�' BIT 1 934.45 TC 935.40 3� O \ � \� NSTALL SILT FENCE AROUND \ BIT 934.90T- \ \ - POND IMMEDIATELY UPON 35 CC 934 COMPLETION OF GRADING .16 TC 935.1b /� 93" ST -3 BIT 934.6CQ P � N C:) o �o s 1 ' _ 0 / I _ - \ TRUO z ' I 933.12 FFE 935.5 H,s Ks 13 z V ( O OCK CONSTRUCTION T F01 YON ' I STS RU K NT 0 I o- 1 _ Z-1 ' TRANCE �� Z 0 r 932.93 931 0 / O V 6 I3500I � � 30.22 6 p - < / 935-00 � � D � /- 3.60oHw_ BTC 932.44 J = FUTURE E D z Q o XPgN � \ I w 1 \ 1 SIO Z 0 _ \ \ 28 N ' X164 1 _D __D 933.6T60 ST -6 I _j933.46 LLJ wZ o 60 o 34.47 o ' / ' Q o 1 _CDa � U % 72 933.76 o / x933.94 �'- �- _ _ �� ( /� �� o = 934 ' � x933.3 �_ � o D\� 93C 93,3933= - - D 934.06 932.10 92 O L D D 1 B OCC 1-) DD so 931.77 GOVERNING SPECIFICATIONS: ' 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. (( 933.43 I \ \ FEE DERO� ON CONTROL QUANTITIES: E4� CLEDENOTES INLET PROTECTION 5o SITE RESTORATION = 0.43 AC SILT FENCE = 1940 LF DENOTES ROCK CONS RUCTION ENTRANCE INLET PROTECTION = 12 EA �/� 0 3o so ROCK CONSTRUCTION ENTRANCE = 1 EA DENOTES SILT FENCE/ j 1 932.34 GRAPHIC SCALE IN FEET PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Arch itects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 1 04/05/2017 Martin P. Campion -Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: STORM WATER POLLUTION PREVENTION PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. C 5.01 4" OR 6" PVC SCHEDULE 40 PIPE SHALL BE COMPLETELY J ENTRENCHED AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR LESS 4" OR 6" PVC SCHEDULE 40 WYE ELEV TO BE SET BY THE ENGINEER PIPE SHALL BE COMPLETELY ENTRENCHED AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR MORE VALVE BOX SETTING TO BE 1/4"-3/8" BELOW PAVEMENT AND AT GRADE IN TURF AREAS VALVE BOX SHALL BE SET TO HAVE 6" ADJUSTMENT UP AND DOWN FROM FINISH GRADE GATE VALVE ADAPTOR: 1/4" STEEL WITH PROTECTIVE COATING 3/4" RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR AGGREGATE AND MnDOT 3733 TYPE 3 GEOTEXTILE FABRIC LINING DRAIN PIT AND 7'-6" ATTACHED TO TOP OF VALVE COVER MIN. BOX FOOT PIECE 1-1/2" WASHED ROCK ALL AROUND MIN 1/3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) D.I.P. WATERMAIN TIE RODS GATE VALVE 8"x13%5" MANHOLE BLOCK imp SIDE VIEW _ j BONNET ADAPTOR NOTES: NOTES: FERNCO ADAPTER 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY OR APPROVED BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT EQUAL FOR THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF DISSIMILAR PIPES 4" OR 6". NO ADDITIONAL COMPENSATION SHALL BE CROSS SLOPE WHEN SIDEWALK / ALLOWED FOR CONCRETE ENCASEMENT OR PIPE PIPE TO PASS BEDDING. ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT THE - PVC WYE PROPERTY LINE OR AS SPECIFIED. THREADED TIE RODS TO THE MAIN. 3. SERVICE STUB SHALL BE PLUGGED AND MARKED WITH A 4"x4" TIMBER PROTRUDING 3' OUT OF THE GROUND EQUIVALENT AND PAINTED GREEN. CRETEX TYPE II WITH 4. CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL AND BOXES SHALL BE CONSIDERED INCIDENTAL TO THE 6" PVC SERVICES FOR COMMERCIAL LOTS. PROJECT. 5. WHERE SIDEWALK OR TRAILS ARE PLACED 1' FROM f- 24" RIGHT OF WAY SANITARY SEWER SERVICES SHALL BE POLYETHYLENE EXTENDED 10' BEYOND RIGHT OF WAY. w Special Special Details (PE) ADJUSTING SANITARY SEWER Dote: Dote: G:\LOGOS\Hugo 2016.jpg G: \LOGOS\Hugo 2016.jpg TYPICAL SERVICE (4" OR 6" 04-01-15 HU -SS -4 Revised: MAX 12". INSTALLATION 4'-0" HU -W-3 01-20-17 VALVE BOX SETTING TO BE 1/4"-3/8" BELOW PAVEMENT AND AT GRADE IN TURF AREAS VALVE BOX SHALL BE SET TO HAVE 6" ADJUSTMENT UP AND DOWN FROM FINISH GRADE GATE VALVE ADAPTOR: 1/4" STEEL WITH PROTECTIVE COATING 3/4" RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR AGGREGATE AND MnDOT 3733 TYPE 3 GEOTEXTILE FABRIC LINING DRAIN PIT AND 7'-6" ATTACHED TO TOP OF VALVE COVER MIN. BOX FOOT PIECE 1-1/2" WASHED ROCK ALL AROUND MIN 1/3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) D.I.P. WATERMAIN TIE RODS GATE VALVE 8"x13%5" MANHOLE BLOCK imp SIDE VIEW _ j BONNET ADAPTOR NOTES: 27 DIA. 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. MIN. 0.7' BELOW TOP OF 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. CROSS SLOPE WHEN SIDEWALK / 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS AND TYPE B SELF SEALING ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. INFI-SHEILD OR APPROVED - 4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN LIEU OF TIE RODS. EQUIVALENT BITUMINOUS 3" CRETEX TYPE II WITH 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE NO SCALE PROJECT. OPENING f- 24" POLYETHYLENE 16" w Special Details (PE) ADJUSTING VALVE BOX BY LENGTH OF Dote: G: \LOGOS\Hugo 2016.jpg (MATCH EXISTING 04-01-15 MAX 12". INSTALLATION 4'-0" HU -W-3 STANDARD OFFSET Revised: CONE SECTION 01-20-17 N Li GROUTING BETWEEN 8 � PIPE AND MANHOLE 8" BARREL SHALL BE 4'-0" WITH NON - SHRINKING CEMENT. 48'P-72" 48"-72" VOIDS FILLED USE R-2 TYPE WITH CONCRETE ONFINED 0 -RING BRICK OR BLOCK GASKET JOINTS GROUTN ONLY. GROUT FOR ALL " w MANHOLE JOINTS VAR. > DIRECTION OF FLOW a 1/2 DIA. OF PIPE DIRECTION 6" PRECAST OR OF FLOW 8" POURED BASE NO SCALE NOTES: 1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND SHALL BE LOCATED ON THE DOWN STREAM SIDE OF THE MANHOLE 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM 3. MANHOLE COVER SHALL BE CAST WITH THE WORDS "STORM SEWER" 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT Special Details STANDARD MANHOLE FOR Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 STORM DRAIN HU -STM -1 Revised: 01-20-17 CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB BOX NEENAH NO. R -3250A WITH VANE GRATE. INSTALL EXTERNAL MANHOLE CHIMNEY SEAL MANUFACTURED BY INFISHIELD OR APPROVED EQUAL. CONCRETE CATCH BASIN WALL AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUIVALENT GROUT VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY PLAN 27 DIA. FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF NEENAH R-1642 FRAME CURB CROSS SLOPE WHEN SIDEWALK / DRI VEW VARIES POLYEHTYLENE AND TYPE B SELF SEALING TRAIL INFI-SHEILD OR APPROVED - 3/4" LID WITH 2 CONCEALED PICK HOLES. M4HOLE COVER TO BE EQUIVALENT BITUMINOUS 3" CRETEX TYPE II WITH `: 27" DIA. ROUND THICKNESS TYPICAL OPENING f- 24" POLYETHYLENE 16" w (PE) ADJUSTING STREET PATCH 2' BY LENGTH OF TYPICAL RINGS MIN 4" - (MATCH EXISTING THICKNESS) MAX 12". 4'-0" STANDARD OFFSET CONE SECTION (STEPS NOT SHOWN INTENTIONALLY) ECCENTRIC REDUCERS TO BE USED FOR 60" V-4" & 72" BARRELS N Li GROUTING BETWEEN 8 � PIPE AND MANHOLE 8" BARREL SHALL BE 4'-0" WITH NON - SHRINKING CEMENT. 48'P-72" 48"-72" VOIDS FILLED USE R-2 TYPE WITH CONCRETE ONFINED 0 -RING BRICK OR BLOCK GASKET JOINTS GROUTN ONLY. GROUT FOR ALL " w MANHOLE JOINTS VAR. > DIRECTION OF FLOW a 1/2 DIA. OF PIPE DIRECTION 6" PRECAST OR OF FLOW 8" POURED BASE NO SCALE NOTES: 1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND SHALL BE LOCATED ON THE DOWN STREAM SIDE OF THE MANHOLE 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM 3. MANHOLE COVER SHALL BE CAST WITH THE WORDS "STORM SEWER" 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT Special Details STANDARD MANHOLE FOR Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 STORM DRAIN HU -STM -1 Revised: 01-20-17 CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB BOX NEENAH NO. R -3250A WITH VANE GRATE. INSTALL EXTERNAL MANHOLE CHIMNEY SEAL MANUFACTURED BY INFISHIELD OR APPROVED EQUAL. CONCRETE CATCH BASIN WALL AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUIVALENT GROUT VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY PLAN FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF 12" CURB CROSS SLOPE WHEN SIDEWALK / DRI VEW VARIES POLYEHTYLENE MAX 12" TRAIL (PE) ADJUSTING �~ 2' MIN. 3/4" RINGS MIN" - M4HOLE COVER TO BE BITUMINOUS 3" CRETEX TYPE II WITH `: 27" DIA. ROUND THICKNESS TYPICAL OPENING f- 24" CLASS 5 100% - 48" - 72" w < SECTION A -A 6" PRECAST OR 8" POURED BASE NOTES: 1. REINFORCING TO CONSIST OF #4 BARS ® 8" O.C. BOTH WAYS 2. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND SHALL BE LOCATED @ 16" O.C. PARALLEL WITH THE CURB 3. GROUT BOTTOM TO DRAIN TO CENTER 4. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 5. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE 6. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED NO SCALE Special Details CATCH BASIN MANHOLE Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 WITHOUT SUMP Revised: HU -STM -4A 01-20-17 16" GA. GALVANIZED STEEL STRAP (1) 1" EYE BOLT WITH (2) WASHERS EACH PLAN TYP. ELEVATION NOTES: 1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP=GALVANIZED AFTER FABRICATION. 2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF FLARED END SECTION. 3. PLACE TRASH GUARDS ON APRONS 18" AND LARGER, UNLESS OTHERWISE NOTED. IG:\LOGOS\Hugo 2016.jpg TRASH GUARD FORSTORM SEWER APRONS TRANSVERSE & LONGITUDINAL BARS - 5/8" FOR 24" APRON & SMALLER, 3/4" FOR 27" APRON & LARGER WELD EACH INTERSECTION 6" MIN. 12" MAX. (LESS THAN 6", USE 1 BAR CENTERED ON OPENING Special Details Date: 04-01-15 Revised: H U - STM - 7 01-20-17 1. ALL CONCRETE MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER 2. BITUMINOUS DRIVEWAYS SHALL BE A MINIMUM THICKNESS OF 4"COMPACTED, 2" OF WHICH WILL BE WEARING COURSE MATERIAL. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN LIFTS UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLED AND TACKED PRIOR TO PATCHING. ON ROADS WERE BITUMINOUS IS 3" THICK OR GREATER THE TOP 1.5" SHALL BE MILLED A MINIMUM OF 18" BEYOND THE SAW CUT AS A MATCH POINT. 4. GRAVEL AND BITUMINOUS IN ROADWAY AREA SHALL BE REPAIRED TO A LIKE NEW CONDITION MATCHING EXISTING THICKNESS. 5. BITUMINOUS PATCH WORK DONE PRIOR TO JUNE 1ST AND AFTER SEPTEMBER 30TH SHALL BE HEATED WITH A RADIANT HEATER TO SEAL THE EDGES. 6. ALL DRIVEWAYS WITH A GRADER GREATER THEN 10%%% MUST OBTAIN CITY ENGINEER APPROVAL. 7. ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. 8. NO DRIVEWAY SHALL BE WITHIN 40' OF A STREET END RADIUS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER. 9. WHERE SIDEWALKS / TRAILS EXISTS OR ARE PROPOSED, THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK / TRAIL AREA WITH PEDESTRIAN CURB OPENINGS PLACED (SEE STANDARD PLATE NO. HU-STR-4). A MAXIMUM 2%%% CROSS SLOPE ON SIDEWALK / TRAIL AREAS CROSSING THROUGH DRIVEWAYS. 10. CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT (651) 762-6316 PRIOR TO CONSTRUCTION. I�BITUMINOUS DRA EAAY �I CURB RADIUS 25' FELT EXPANSION / \ PAD ALONG WIDTH OF DRIVEWAYOPENING. 24" MIN SAW CUT EXISTING BITUMINOUS 18" MIN. MILLED AREA RADIANT HEAT PATCH AREA ON ALL PATCHES PLACED PRIOR TO JUNE 1ST OR AFTER SEPTEMBER 30TH BACK OF CURB TYPICAL FELT EXPANSION PAD CONCRETE CURB & T A Y SLOPE GUTTER I} CROSS SLOPE WHEN SIDEWALK / DRI VEW VARIES w MAX 12" TRAIL >� �~ 2' MIN. 3/4" a b ;, „' _ •' ° o; 4 • BITUMINOUS 3" `: ? • o b '. ' : < „ THICKNESS TYPICAL CLASS 5 100% CRUSHED 6" THICKNESS STREET PATCH 2' BY LENGTH OF TYPICAL CURBING REMOVED AND REPLACED (MATCH EXISTING THICKNESS) Special Details COMMERCIAL/MULTI FAMILY Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 BITUMINOUS DRIVEWAY DETAIL Revised: HU-STR-8A 01-20-17 CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB BOX NEENAH NO. R -3067V WITH VANE GRATE. INSTALL EXTERNAL MANHOLE CHIMNEY SEAL MANUFACTURED BY INFISHIELD OR APPROVED EQUAL. 5" A 31" I I 24 I I 12" PLAN 24" FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF CURB 6" POLYEHTYLENE (PE) ADJUSTING T I} RINGS MIN" - w MAX 12" >� 6" PRECAST OR 8" POURED BASE VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS ® 8" O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE 5. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED 6. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE Special Details Date: 04-01-15 Revised: 01-20-17 H U - STM - G: \LOGOS\Hugo 2016.jpg 0.5' STANDARD CATCH BASIN WITHOUT SUMP PROPERTY LINE 10' 0.5' 2" 2360 TYPE 41 BITUMINOUS, 41 WEA50055 (PG58-28) WEAR COURSE 6" CLASS 5 AGGREGATE 100% CRUSHED LIMESTONE QUARRY OR RECYCLED EQUAL (MnDOT 3138) GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED UNDER CLASS 5 AGGREGATE GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED EQUAL NOTE: THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95% COMPLETION OF ALL HOME CONSTRUCTION. BIKE PATH TYPICAL SECTION PROPERTY LINE 0.5 5' 0.5' SLOPE 1/4" PER FOOT TO LAN *4" CONCRETE (3A32) 4" FINE FILTERED AGGREGATE (MnDOT 3149) OR CLASS 4 AGGREGATE 100% CRUSHED LIMESTONE QUARRY OR RECYCLED EQUAL (MnDOT 3138) *NOTE: 6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY AREAS. SIDEWALK TYPICAL SECTION Special Details G: \LOGOS\Hugo 2016.jpg BIKE PATH AND Dote: 04-01-15 SIDEWALK TYPICAL SECTIONS HU-STR-9 Revised: 01-20-17 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Arch itects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. Ae4a 04/05/2017 Martin P. Campion -Lrc. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: SHAVU CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: DETAILS DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. C 6.01 GROUT CONCRETE CATCH BASIN WALL 36" SUMP AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUIVALENT 6" PRECAST OR VOIDS FILLED WITH 8" POURED CONCRETE BRICK OR BLOCK BASE ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE 5. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED 6. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE Special Details CATCH BASIN MANHOLE Date: G:\LOGOS\Hugo 2016.jpg 04-01-15 WITH 3' SUMP Revised: HU -STM -4 01-20-17 3' 8"'7 3' 8" DESIRED MINIMUM 3' 3' 8" o OUTER LIMITS OF CONCRETE WALK O -t O 4 O 4' 0.' II 4' 0" 4' 0„ II 4' 0" MIN r� 4 0 MIN MIN r� 4 0 MIN FRONT FACE 5 8 5 8 5' 8" � of 5' 8" OF CURB 0 0 BACK OF 0 0 CURB5 "T �-�- 5 �° e e 6„ 2 0I HiN 2' O» s Hir ae t 6' 3" (6" CURB) 4 4' 2" (4" CURB) 6 4 ) 6' 3" (6" CURB) 6' 3" (6" CURB 4' 0" 6' 3" (6" CURB) 4' 0" MII4 4' 2" (4" CURB) 4' 2" CURB MIN 4' 2" (4" CURB) VAR. WIDTH CURB ( A A �J ;" (0.2" �- PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP CURB OR 5' 4" (6" CURB) X=4' 0" DESIREABLE DOME SECTIOP CURB & 3' 4" (4" CURB) GUTTER T--1 - 2 DOME 0.02 FT/FT MAX.O2 (TYP.)„ (TYP.) 14 TYP. 0.08 FT FT OR FLATTER 31"10000000060 SECTION A -A 00000000 0000000000 ROUND ALL lip, (TYP. 0000000ii 000 "MIN. SLOPED IF THE PATH OF TRAVEL 'X' IS 4FT, OR GREATER, INTERSECTIONS 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. J" MIN. IF 'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING SLOPE) 4' 0" 6 4'2" (6" CURB & 0.08 FT/FT SLOPE) (4" CURB & 0.08 FT/FT 4'2" NOTES: SLOPE) ELEVATION OF RAMP (4" CURB & 0.08 FT/FT SLOPE) TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THIS STANDARD DETAIL PLATE. THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLA 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. 3� WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP. 5)ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3' 0" OR 4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 3' 0" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A LIGHT COLOR (GRAY TYPICALLY) WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRA' CEMENT COLOR. 4' 0" MIN. FOR NEW CONSRUCTION. 3' 0" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE Special Details G: \LOGOS\Hugo 2016.jpg PEDESTRIAN Date: 04-01-15 CURB RAMP HU -ST -3 Revised: 01-20-17 LTER ASSEMBL RB BOX URB NOTES: 1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. MAINTENANCE: 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. G:\LOGOS\Hugo 2016.jpg WIMCO CURB & GUTTERINLET PROTECTION (CG23) Special Details Date: 04-01-15 Revised: HU -EC -4 01-20-17 DEPTH NOTES: 1. CRUSHED CONCRETE IS NOT ALLOWED 2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24' X 50' 3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 4. MAINTENANCE IS INCIDENTAL I G:\LOGOS\Hugo 2016.jpg ROCK CONSTRUCTION ENTRANCE PLAN INSTALLATION CENTER STRUCTURE FLOW LINE SHALL BE TO BACK OF CURB MIN. 0.7' BELOW TOP OF 12" CURB CURB INLET FRAME AND POLYEHTYLENE CURB BOX NEENAH NO. (PE) ADJUSTING R -3067V WITH VANE RINGS MIN" - GRATE. MXNHOLE COVER TO BE INSTALL EXTERNAL MANHOLE CRETEX TYPE II WITH CHIMNEY SEAL I Ir24" x 38" SQUARE MANUFACTURED BY OPENING INFISHIELD OR APPROVED AND THE TRENCH COMPACTED EXCAVATED EQUAL. 24" BACKFILL SOIL 48" - 72" 11111 11111 =11111=11111= 11111=IIIII` "~I =11111=11111= w GROUT CONCRETE CATCH BASIN WALL 36" SUMP AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUIVALENT 6" PRECAST OR VOIDS FILLED WITH 8" POURED CONCRETE BRICK OR BLOCK BASE ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE 5. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED 6. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE Special Details CATCH BASIN MANHOLE Date: G:\LOGOS\Hugo 2016.jpg 04-01-15 WITH 3' SUMP Revised: HU -STM -4 01-20-17 3' 8"'7 3' 8" DESIRED MINIMUM 3' 3' 8" o OUTER LIMITS OF CONCRETE WALK O -t O 4 O 4' 0.' II 4' 0" 4' 0„ II 4' 0" MIN r� 4 0 MIN MIN r� 4 0 MIN FRONT FACE 5 8 5 8 5' 8" � of 5' 8" OF CURB 0 0 BACK OF 0 0 CURB5 "T �-�- 5 �° e e 6„ 2 0I HiN 2' O» s Hir ae t 6' 3" (6" CURB) 4 4' 2" (4" CURB) 6 4 ) 6' 3" (6" CURB) 6' 3" (6" CURB 4' 0" 6' 3" (6" CURB) 4' 0" MII4 4' 2" (4" CURB) 4' 2" CURB MIN 4' 2" (4" CURB) VAR. WIDTH CURB ( A A �J ;" (0.2" �- PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP CURB OR 5' 4" (6" CURB) X=4' 0" DESIREABLE DOME SECTIOP CURB & 3' 4" (4" CURB) GUTTER T--1 - 2 DOME 0.02 FT/FT MAX.O2 (TYP.)„ (TYP.) 14 TYP. 0.08 FT FT OR FLATTER 31"10000000060 SECTION A -A 00000000 0000000000 ROUND ALL lip, (TYP. 0000000ii 000 "MIN. SLOPED IF THE PATH OF TRAVEL 'X' IS 4FT, OR GREATER, INTERSECTIONS 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. J" MIN. IF 'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING SLOPE) 4' 0" 6 4'2" (6" CURB & 0.08 FT/FT SLOPE) (4" CURB & 0.08 FT/FT 4'2" NOTES: SLOPE) ELEVATION OF RAMP (4" CURB & 0.08 FT/FT SLOPE) TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THIS STANDARD DETAIL PLATE. THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLA 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. 3� WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP. 5)ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3' 0" OR 4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 3' 0" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A LIGHT COLOR (GRAY TYPICALLY) WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRA' CEMENT COLOR. 4' 0" MIN. FOR NEW CONSRUCTION. 3' 0" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE Special Details G: \LOGOS\Hugo 2016.jpg PEDESTRIAN Date: 04-01-15 CURB RAMP HU -ST -3 Revised: 01-20-17 LTER ASSEMBL RB BOX URB NOTES: 1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. MAINTENANCE: 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. G:\LOGOS\Hugo 2016.jpg WIMCO CURB & GUTTERINLET PROTECTION (CG23) Special Details Date: 04-01-15 Revised: HU -EC -4 01-20-17 DEPTH NOTES: 1. CRUSHED CONCRETE IS NOT ALLOWED 2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24' X 50' 3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 4. MAINTENANCE IS INCIDENTAL I G:\LOGOS\Hugo 2016.jpg ROCK CONSTRUCTION ENTRANCE Special Details Date: 04-01-15 Revised, HU -EC -1 01-20-17 BOTTOM OF DRAINAGE WAY O A �, 4 J LL_ MAINTENANCE 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 1/3 THE A ELEVATION: POINTS "A" SHOULD NO SCALE BE HIGHER THAN POINTS "B" HEIGHT OF THE BARRIER. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED AROUND WATER BODIES, STEEP SLOPES, AND HIGHLY ERODIBLE SOILS. Special Details PLACEMENT AND CONSTRUCTION Date' 04-01-15 G:\LOGOS\Hugo 2016.jpg OF A SILT FENCE HU -EC -2 Revised: 01-20-17 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Arch itects 10100 Morgan Avenue S. Bloomington, MN 55431 _ PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law,of the ate of Minnesota. 1 04/05/2017 Martin P. Campion -Lrc. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: DETAILS DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. 6mO2 INSTALLATION WIRE FENCING POST 1) SET POSTS AND 2)STAPLE THE EXCAVATE A WIRE MESH 6"X6" TRENCH FENCING TO UPSLOPE ALONG EACH POST TRENCH THE LINE OF 6"X6" THE POSTS VIII IIIII VIII VIII wilillu =11111=11111 IIIII=11111 =IIIII -11111-11111 11111=11111 =IIIII- 11111= =11111 =11111 -11111 11111 3) ATTACH THE 4) BACKFILL THE FILTER FABRIC FILTER FABRIC TO TRENCH AND THE WIRE FENCING COMPACT THE AND THE TRENCH COMPACTED EXCAVATED BACKFILL SOIL 11111 11111 =11111=11111= 11111=IIIII` "~I =11111=11111= =IIIII=11111 IIIII=11111 =IIIII=11111 IIIII=11111 1111111111 1111111111 *11110J-11111 Special Details Date: 04-01-15 Revised, HU -EC -1 01-20-17 BOTTOM OF DRAINAGE WAY O A �, 4 J LL_ MAINTENANCE 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 1/3 THE A ELEVATION: POINTS "A" SHOULD NO SCALE BE HIGHER THAN POINTS "B" HEIGHT OF THE BARRIER. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED AROUND WATER BODIES, STEEP SLOPES, AND HIGHLY ERODIBLE SOILS. Special Details PLACEMENT AND CONSTRUCTION Date' 04-01-15 G:\LOGOS\Hugo 2016.jpg OF A SILT FENCE HU -EC -2 Revised: 01-20-17 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Arch itects 10100 Morgan Avenue S. Bloomington, MN 55431 _ PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law,of the ate of Minnesota. 1 04/05/2017 Martin P. Campion -Lrc. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: DETAILS DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. 6mO2 DESIGN B 1-1/2" R. ( USE 1" R. FOR 4" CURB) p • 0. i I Pte, I G' DESIGN V r R' All 11�' 1� = in I DESIGN S lk' CONCRETE DESIGN CURB HEIGHT CU. YDS. LIN. FT. NO. H PER PER S5 0.0364 LIN. FT. CU. YD. V4 � !(rt'''� V6 6" 0.0277 36.1 VB 3( 0.0308 32.5 V9 9" 0.0323 1 31.0 V10 1 10" 1 0.0338 1 29.6 CONCRETE UB CURB ' DESIGN W DT H EIGHT CU. YDS. LIN. FT. .. NO. A H PER PER ° LIN. FT. CU. YD. �:�� -- -- ;�� '• ��� a B4 7-3/8" 4" 0.0294 34.0 B6 8" 6" 0.0352 28.4 i •-o:--_ ;;$--- --'i;' �•;' ° • . B8 8-5/8" 8" 0.0414 24.2 .. B9 9" 1 9" 0.0449 22.3 . o. '-y i �• °• BID 9-3/8" 10" 0.0485 20.6 I • - • DESIGN B 1-1/2" R. ( USE 1" R. FOR 4" CURB) p • 0. i I Pte, I G' DESIGN V r R' All 11�' 1� = in I DESIGN S DESIGN CONCRETE CONCRETE DESIGN CURB HEIGHT CU. YDS. LIN. FT. NO. H PER PER S5 0.0364 LIN. FT. CU. YD. V4 4" 0.0247 40.5 V6 6" 0.0277 36.1 VB 8" 0.0308 32.5 V9 9" 0.0323 1 31.0 V10 1 10" 1 0.0338 1 29.6 DESIGN CONCRETE CU. YDS. LIN. FT. N0. PER PER LIN. FT. CU. YD. S5 0.0364 27.5 NOTE: ALL CURB SLOPE MEASUREMENTS ARE IN RELATION TO ADJACENT PAVEMENT SLOPE. APPROVED JULY 25.2011 STATE OF MINNESOTA SPECIFICATION STANDARD - - - - - - - DEPARTMENT OF TRANSPORTATION REFERENCE PLATE NO. CONCRETE CURB 2531 7020K STATE DESIGN ENGINE DESIGN B, DESIGN V. DESIGN S. DESIGN DR AND DESIGN BR 1 OF 2 932.40 3.0' 93 EOF DETAIL 3.0' 932.40 .5" SPWEA240B WEAR COURSE PER IN/DOT 2360 .0" SPNWB230B BASE COURSE PER IN/DOT 2360 " CLASS 5 AGGREGATE BASE 100% CRUSHED PER MN/DOT 3138 NOTES: 1. CLASS V AGGREGATE BASE TO EXTEND 1.0 FEET BEHIND BACK OF CURB 2. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS LIGHT DUTY BITUMINOUS PAVEMENT SECTION SPWEA240B WEAR COURSE PER MN/DOT 360 " SPNWB230B BASE COURSE PER IN/DOT 2360 1" CLASS 5 AGGREGATE BASE 100% CRUSHED PER MN/DOT 3138 NOTES: 1. CLASS V AGGREGATE BASE TO EXTEND 1.0 FEET BEHIND BACK OF CURB 2. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS HEAVY DUTY BITUMINOUS PAVEMENT SECTION 5/16" X 3 1/2" STAINLESS STEEL BOLT 5/16" LOCK NUT (SIGN POST TO ANCHOR POST) GROUND LINE PRE -PUNCHED SQUARE TUBE SIGN POST 2" X 2" X 12' X 12GA. THE SIGN POST SHALL BE NESTED INTO THE ANCHOR ASSEMBLY AS FAR AS POSSIBLE TO INSURE MAXIMUM STABILITY OF SIGN POST. THIS MAY REQUIRE THE REMOVAL OF SEVERAL INCHES OF SOIL BY HAND FROM THE ANCHOR BASE ASSEMBLY. 2 1/2" X 2 1/2'$ X 18" SLEEVE PREPUNCHED SQUARE TUBE ANCHOR ASSEMBLY , 2-1/4" X 2-1/4" X 4' X 12GA. e e m ADA HANDICAP PARKING SIGN POST DETAIL 28" R 16" - 12" R 68" R 1 /2" N \ N a as a (01 17 1/2" 28" BASE TOP OF BITUMINOUS MAT MODIFIED 'S' DESIGN SURMOUNTABLE CURB 8c GUTTER DIA. OR SPAN m Q to �_ 1 S DIRECTED BY THE ENGIIgE`ER Q D_ 2' G: \LOGOS\Hugo 2016.jpg _D N � O wa_ w a D CL 0 ooWOI ~ M N z w 41 �ao�¢o o=Q�Q 9 oWlia�WW >� S 00 U N W mW W o� w O z J 8'''w¢i ��o _ vi oL)zo}ma am��o� w a�z �c~iCL Qq a` L, o W NB�W0c� � r••i 4 z . . . . . ........ . . .... ' r • . . . .... ..... - • � r r 0-11111111111111- r A r • G: \LOGOS\Hugo 2016.jpg _D N � O wa_ w a D CL 0 ooWOI ~ M N z w 41 �ao�¢o o=Q�Q 9 oWlia�WW >� S 00 U N W mW W o� w O z J 8'''w¢i ��o _ vi oL)zo}ma am��o� w a�z �c~iCL Qq a` L, o W NB�W0c� � r••i 4 z RIPRAP D ETAI L J 3 W Y of U W N a a of Z oa J2 ww wZf 0 N W W a. � 8 z z Special Details Date: 03-01-10 Revised: WY -SD -6 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that 1 am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05/2017 Martin P. Campion -Lrc. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: DETAILS DATE: 03/15/2017 04/06/2017 DRAWN BY: KDK SHEET NO. REVISION PER 04/03/2017 ENGINEERS MEMO C 6.03 . . . ... ...... . . • . . . .... ..... � r 0-11111111111111- • RIPRAP D ETAI L J 3 W Y of U W N a a of Z oa J2 ww wZf 0 N W W a. � 8 z z Special Details Date: 03-01-10 Revised: WY -SD -6 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that 1 am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05/2017 Martin P. Campion -Lrc. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: DETAILS DATE: 03/15/2017 04/06/2017 DRAWN BY: KDK SHEET NO. REVISION PER 04/03/2017 ENGINEERS MEMO C 6.03 806.99 ° S FUTURE 15 12 FUTURE p • � I I I I I I I I I I I I I I I. I I I I I I I I I I I I I I .._.._.._.._.._.._.._.._..�..�..� 1 :25 FOR FIRST 50 OCCS. MALE & FEMALE O N 15.07 / 25 = .60 WC REQUIRED MALE & FEMALE OFFICE LAV: 29 PARKING STALLS SHOWN a V1 16' X 19' I 15.07 / 40 = .38 LAV REQUIRED MALE & FEMALE ELECTRIC 1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. s ger Is 142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. 2 AGGESSIBLE STALLS PER TABLE 1106.1 GONG. PAD 12'-011 1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. TRANSFORMER 172.16 / 100 = .71 LAV REQUIRED MALE & FEMALE 0 N 52 FUTURE PARKING STALLS SHOWN FOR DUST FEMALE: 2 WC +.5 UNISEX WC = 2.5 WC PROVIDED e 4 125th Si a F z z b; GOLLEGTOR 0 T FUTURE 8 16'0" X 41011 • J' ,; ')6 ,�_ �, ,�_ O L L GONG. APRON F --- ------- �---�--- I - - - - - - - _ ROOF HATG 250'-0" EDGE OF �MEZZ BELOW • • ---- ---J I RTU RTU , RTU I ■ TBD TBD v l - - - - - - - --%m-TE-30- ------------------ • w • ---- ---, IL V z .I �L --- --- ~ T THRU ROOF, VERIFY LOCATION CV (J3 YV MEGH POND RTU - --, RTU �■ TBD RTU ■ TBD TBD ■ ---- ----' POND FIT - VERIFY WITH GIVIL --- • - - - O • TPR INS. TPR INS. -- - (V a 20" Lr_0N1r:_ APRON .._.._.._.._.._.._.._.._..�..�..� 1 :25 FOR FIRST 50 OCCS. MALE & FEMALE O N 15.07 / 25 = .60 WC REQUIRED MALE & FEMALE SITE / ROOF SCALE: 1" = 30'-0" PLAN (I CODE REVIEW BASED ON 2015 MSBC (IBC 2012) I OCCUPANCY TYPE: F2 LOW HAZARD FACTORY INDUSTRIAL S2 LOW HAZARD STORAGE B OFFICE CONSTRUCTION TYPE: IS SPRINKLED: YES BUILDING AREA: 36,854 SF (FOOTPRINT) ALLOWABLE AREA: 23,000 SF AUTOMATIC SPRINKLER INCREASE: 300% = 69,000 SF ALLOWABLE STORIES: 3 PLUS MEZZANINE OCCUPANT LOAD : OFFICE: 3,014 SF @ 100 SF/OCC. = 30.14 OCCS. 1 EXIT REQUIRED,- 1 EXIT PROVIDED MANUFACTURING: 22,880 SF @ 200 SF/OCC. = 114.4 OCCS. 2 EXITS REQUIRED,- 4 EXITS PROVIDED TD = 40OFT WAREHOUSE: 10,960 SF @ 500 SF/OCC. = 21.92 OCCS. MEZZANINE (WHSE) : 2,960 SF @ 500 SF/OCC. = 5.92 OCCS. 2 EXIT STAIRS REQUIRED PER TABLE 1014.3; 2 EXIT STAIRS PROVIDED TOTAL OCCUPANT LOAD: 39,814 SF 172.38 = 173 TOTAL OCCS. PARKING STALLS REQUIRED: OFFICE: 3,014 SF / 200 = 15 +3 = 18 STALLS WAREHOUSE: 10,960 SF / 1500 = 7 STALLS MANUFACTURING: 22,880 SF / 500 = 46 + 8 = 54 STALLS MEZZANINE: 2,960 SF / 1500 = 2 STALLS TOTAL PARKING STALLS REQUIRED: 81 STALLS HANDICAP SPACES REQUIRED: 4 SPACES MINUMUM PLUMBING FIXTURE REQUIREMENTS OFFICE WC: 1 :25 FOR FIRST 50 OCCS. MALE & FEMALE 30.14 OCCS. / 2 = 15.07 MALE & 15.07 FEMALE OCCS. 15.07 / 25 = .60 WC REQUIRED MALE & FEMALE OFFICE LAV: 1 :40 FOR FIRST 80 OCCS. MALE & FEMALE a V1 30.14 OCCS. / 2 = 15.07 MALE & 15.07 FEMALE OCCS. Creek Purl. �c 65y� $t 15.07 / 40 = .38 LAV REQUIRED MALE & FEMALE MFG/WHSE WC: 1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. s ger Is 142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. 172.16/ 100 = .71 WC REQUIRED MALE & FEMALE MFG/WHSE LAV: 1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. 142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. 172.16 / 100 = .71 LAV REQUIRED MALE & FEMALE 0 WC REQUIRED: .60 + .71 = 1.31 = 2 WC REQUIRED MALE & FEMALE H�sgr WC PROVIDED: MALE: 2 WC + 1 URINAL +.5 UNISEX WC = 3.5 WC PROVIDED FEMALE: 2 WC +.5 UNISEX WC = 2.5 WC PROVIDED LAV REQUIRED: .38 + .71 = 1.09 = 2 LAV REQUIRED MALE & FEMALE LAV PROVIDED: MALE: 1 LAV + .5 BRADLEY SINK + .5 UNISEX LAV FEMALE: 1 LAV + .5 BRADLEY SINK + .5 UNISEX LAV (1) SERVICE SINK PROVIDED (1) HI -LOW DRINKING FOUNTAIN PROVIDED (1) EMERGENCY EYE WASH PROVIDED O N O 0 N 0 .. -.. -.. -.. -.. -..-...................................... -..1 I -75'r MINIMUM I - - - - - - - - ----------- I I GRRS I I 55'r NO TRUGIGS BEYOND I MINIMUM THIS POINT I ' TRU KS I • I I� M O I ILO 160'-0" X 125'-0" • CV N I FUTURE EXPANSION ' I 161011 X 41011 I • GONG. APRON -------------- ------ in 55'r MINIMUM O � iin M O M m PROPOSED IMPROVEMENT FOR - Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota PROPOSED BY - SHAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 W W W.SHAWCONSTR U CT.COM SHEET TITLE: SITE PLAN & CODE REVIEW CITY SUBMITTAL DATE: REVISION NO. 04-06-17 DRAWN BY: SHEET 70. Al OF 4 SHEETS VICINITY MAP o - a V1 Creek Purl. �c 65y� $t WESTERN SPRING s ger Is II MANUFACTURING W 130th 5t N +firth St N z f' Pi � imbue. PenCs Pell 0 !b 4 c: 426th zrm H�sgr ' r c. a �f e 4 125th Si a F z z b; PROPOSED IMPROVEMENT FOR - Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota PROPOSED BY - SHAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 W W W.SHAWCONSTR U CT.COM SHEET TITLE: SITE PLAN & CODE REVIEW CITY SUBMITTAL DATE: REVISION NO. 04-06-17 DRAWN BY: SHEET 70. Al OF 4 SHEETS 125'—O" J E3 121'-4" 5�F.F.E. 100'—O" 1 SHOEBOX LED LIGHT FIXTURE, 2 OVERFLOW SGUPPER, TYP OF (5) SOUTH ELE\/, VERIFY MAXIMUM 2" HIGHER THAN LOGATIONS W/ ELEG ROOF DRAIN INLET, TYP. OF (5) 280'-0" 46'-8" 46'-8" 46'-8" �VT125-0" 280'-0" 46'-8" L 46'-8" L 46'-8" L 46'-8" UNIFORM RAKE EXPOSED 2'-0" TROWEL SMOOTH FINISH C HERD SOUTH ELEVATION I , BUFF A66RE&ATE PANEL $ JAMB5 C DOGK DOORS, TYP. 5GALE: 1/16" = 1'-0" SHOEBOX LED LIGHT FIXTURE, TYP OF (2) NORTH ELE\/, VERIFY LOGATIONS W/ ELEG 280'-0" 46'-8" 46'-8" 46'-8" �VT125-0" CD jjjj� PREFIN STEEL GANOPY, TYP. T.O.P. OF (2)—V 126'-6" CD IFFN UNIFORM RAKE EXPOSED 2'-0" TROWEL SMOOTH FINISH C HERD SOUTH ELEVATION I , BUFF A66RE&ATE PANEL $ JAMB5 C DOGK DOORS, TYP. 5GALE: 1/16" = 1'-0" �.8. 124'-0" O � p O (2) 24" DIA. HOLES FOR TORRIT DUGTS oF1 F1:11 UNIFORM RAKE EXPOSED BUFF AGGREGATE PANEL � 2 46'-8" 46'-8" HORZ. GHAMFER 0 SHOEBOX LED LIGHT FIXTURE, G TYP OF (2) EAST ELE\/, VERIFY L01 A PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota EAST ELEVATION 5GALE: 1/16" = 1'-0" 1 � � SMOOTH EXPOSED AGGREGATE PANEL 4'-0" X 4'-0" BRONZE ANODIZED ALUMINUM BRYAN RED ROGK UNIFORM RAKE EXPOSED INSULATED FRAMES W/ TINTED INSULATED w I , BUFF AGGREGATE PANEL &LASS, TYP. C EXTERIOR WINDOWS r lr5T ri�� \Y A%TI0 �I 1 BUFF AGGREGATE PANEL G 128'-0" 5GALE: 1/16" = 1'-0" J) i, 280'-0" L 46'-8" 46'-8" 46'-8" 46'-8" 46'-8" 46'-8" cfJ FLOOR FLAN N 5GALE: 1/16" = 1'-0" 5GALE: 1/16" = 1'-0" (4) 4' H GONG FILLED PIPE BOLLARDS, PRINTED 4'X16GONG APRON BUFF AGGREGATE PANEL PROPOSED BY: SHAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 W W W.5HAWCONSTR U CT.COM SHEET TITLE: OVERALL FLOOR PLAN & EXTERIOR ELEVATIONS DATE: REVISION NO. 04-06-17 DRAWN BY: SHEET NO. A2 OF 4 SHEETS SHOEBOX LED LIGHT FIXTURE, TYP OF (2) NORTH ELE\/, VERIFY LOGATIONS W/ ELEG 280'-0" 46'-8" 46'-8" 46'-8" �VT125-0" PREFIN STEEL GANOPY, TYP. T.O.P. OF (2)—V 126'-6" �.8. 124'-0" O � p O (2) 24" DIA. HOLES FOR TORRIT DUGTS oF1 F1:11 UNIFORM RAKE EXPOSED BUFF AGGREGATE PANEL � 2 46'-8" 46'-8" HORZ. GHAMFER 0 SHOEBOX LED LIGHT FIXTURE, G TYP OF (2) EAST ELE\/, VERIFY L01 A PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota EAST ELEVATION 5GALE: 1/16" = 1'-0" 1 � � SMOOTH EXPOSED AGGREGATE PANEL 4'-0" X 4'-0" BRONZE ANODIZED ALUMINUM BRYAN RED ROGK UNIFORM RAKE EXPOSED INSULATED FRAMES W/ TINTED INSULATED w I , BUFF AGGREGATE PANEL &LASS, TYP. C EXTERIOR WINDOWS r lr5T ri�� \Y A%TI0 �I 1 BUFF AGGREGATE PANEL G 128'-0" 5GALE: 1/16" = 1'-0" J) i, 280'-0" L 46'-8" 46'-8" 46'-8" 46'-8" 46'-8" 46'-8" cfJ FLOOR FLAN N 5GALE: 1/16" = 1'-0" 5GALE: 1/16" = 1'-0" (4) 4' H GONG FILLED PIPE BOLLARDS, PRINTED 4'X16GONG APRON BUFF AGGREGATE PANEL PROPOSED BY: SHAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 W W W.5HAWCONSTR U CT.COM SHEET TITLE: OVERALL FLOOR PLAN & EXTERIOR ELEVATIONS DATE: REVISION NO. 04-06-17 DRAWN BY: SHEET NO. A2 OF 4 SHEETS 0 m mw Q Q Cie), 51 4 ° 4 T #1 ------ ----------000 UNZEX CONFERENCE RM -7'-6" X c1'-10lo LOBBY/OFFICE 17-0° X 12'-0° FD . F. STEEL STAIR 71 JAN. F____1 LOCK£=R5 LOCKER RM BY OWNER 10'-0" X 9'-10" BRE�KROOM HALLWAY #5 15'-01, X 30'-0" N OFFICE FLAN 5GALE: 3/16" = 1'-0" o z_ STEEL STAIR --J HATGH ABOVE SHIPS LADDER N MEZZANINE FLAN SCALE: 3/16" = 1'-0" 42" GUARDRAIL £=M £=RG ENGY EYE WASH STATION MICRO O HOOD 00 WIDISH OO D.F. \/E5T #2 MEZZANINE (2) EAGH 4'-0" REMOVABLE RAIL SEGTIONS-----A O O PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota PROPOSED BY: SHAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 W W W.5HAWCONSTR U CT.COM SHEET TITLE: ENLARGED OFFICE FLOOR PLAN & MEZZANINE FLOOR PLAN DATE: 04-06-17 DRAWN BY: SHEET NO. REVISION NO. A3 OF 4 SHEETS O PREFINISHED SINGLE PLY EDPM PREFINISHED SINGLE PLY SDPM METAL GOPING METAL GOPING 2 LAYERS INSULATION 2 LAYERS INSULATION TREATED 2X TREATED 2X BLOGKING 1 1/2" METAL DEGIG BLOGKING 1 1/2" METAL DEGIG T.O.P. TO**P* 125'-0" :X XXXXFXXX.6x 125'-0" (126-6" GRIDS 5-4) �EDEGI< BEARING JOIST BEARING SINGLE PLY EDPM L. VARIES - ' 124'-O" - 2 LAYERS INSULATION 1 1/2" METAL DEGIG PREFIN. DRIP FLASHING & GOVT. SEALANT STEEL BEAM SEE STRUGTURAL WINDOW HEAD SEE STRUGTURAL FOR JOIST SPAGING 120'-8" FOR JOIST SPAGING WINDOW HEAD I 45" X 45" 4a WINDOW UNIT STEEL BEAM 118'-8" M EZZA N I N E SEE STRUGTURAL FOR JOIST SPAGING PREFIN. SILL FLASHING & GOVT. SEALANT PREGAST INSULATED WALL PANELS WITH STANDARD SMOOTH EXPOSED BENT PLATE AND AGGREGATE KRAEMER LIMESTONE BUFF GONNEGTION (SMOOTH EXPOSED AGGREGATE BRYAN RED ROGK PANEL BETWEEN 5" GONGRETE SLAB PREGAST INSULATED FACoTORY GRIDS 5 $ 4, SEE EXTERIOR ELEVS ON GONFORM DEGIG WALL PANELS WITH FOR EXTENT) STANDARD RAKE INt EXPOSED AGGREGATE. TOP OF JOIST �� KRAEMER LIMESTONE BUFF 112'-6 " - O iv 12" INSULATED GONGRETE PANEL 12" INSULATED In GONGRETE PANEL AGT 1 1/2" FURRING GHANNEL WINDOW HEAD W/ 5/5" GYP. BOARD 107'-2" TO +10'-0" A.F.F. OFFIGF FACoTORY 10< BOND BREAK REINFORGED GONGRETE SLAB SEE STRUGTURAL GRADE VARIES GRANULAR FILL GRADE VARIE FINISH FLOOR IL FINISH FLOOR 100'-O" - a ° a a ao 100'-0" SEE STRUGTURAL FOR FOOTINGS O^FmST ^ALL SECTION 5GALE: 1/2 — 1'-0" SOLID SURFAGE SILL BOND BREAK REINFORGED GONGRETE SLAB SEE STRUG. GOM PAGTED GRANULAR FILL VAPOR BARRIER SEE STRUGTURAL FOR FOOTINGS NORTH YSALL SECTION(#) 5GALE: 1/2 — 1'-0" 12" INSULATED GONGRETE PANEL BOND BREAK — REINFORGED GONGRETE SLAB SEE STRUGTURAL GOM PAGTED GRANULAR FILL SEE STRUGTURAL FOR FOOTINGS �Q u. a °aa a PREFINISHED METAL GOPING TREATED 2X BLOGKING T.O.P. 125'-0" JOIST BEARING 121'-4" PREFIN. DRIP FLASHING $ GOVT. SEALANT WINDOW HEAD 118'-8" 45" X 45" WINDOW UNIT PREFIN. SILL FLASHING $ GOVT. SEALANT PREGAST INSULATED WALL PANELS WITH STANDARD RAKE EXPOSED AGGREGATE KRAEMER LIMESTONE BUFF —GRADE VARIES FINISH FLOOR 100'-0" O3 SOUTH YSALL SECTION 5GALE: 1/2 — 1'-0" PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota PROPOSED BY: SHAW CONSTRUCTION 7685 CORPnRATE WAY EDEN PRAIRIE MN 952 937 8214 W W W.5HAWCONSTR U CT.COM SHEET TITLE: WALL SECTIONS DATE: REVISION NO. 04-06-17 DRAWN BY: SHEET NO. OF 4 SHEETS Wer'! SEE STRUGTURAL FOR FOOTINGS NORTH YSALL SECTION(#) 5GALE: 1/2 — 1'-0" 12" INSULATED GONGRETE PANEL BOND BREAK — REINFORGED GONGRETE SLAB SEE STRUGTURAL GOM PAGTED GRANULAR FILL SEE STRUGTURAL FOR FOOTINGS �Q u. a °aa a PREFINISHED METAL GOPING TREATED 2X BLOGKING T.O.P. 125'-0" JOIST BEARING 121'-4" PREFIN. DRIP FLASHING $ GOVT. SEALANT WINDOW HEAD 118'-8" 45" X 45" WINDOW UNIT PREFIN. SILL FLASHING $ GOVT. SEALANT PREGAST INSULATED WALL PANELS WITH STANDARD RAKE EXPOSED AGGREGATE KRAEMER LIMESTONE BUFF —GRADE VARIES FINISH FLOOR 100'-0" O3 SOUTH YSALL SECTION 5GALE: 1/2 — 1'-0" PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota PROPOSED BY: SHAW CONSTRUCTION 7685 CORPnRATE WAY EDEN PRAIRIE MN 952 937 8214 W W W.5HAWCONSTR U CT.COM SHEET TITLE: WALL SECTIONS DATE: REVISION NO. 04-06-17 DRAWN BY: SHEET NO. OF 4 SHEETS � TTO.Pj. STREET (930.5) FUTURE PARKIN& FENNAYA PROPERTY POND - SEE GIVIL STREET LINE i mmm 7 7 280'-0" 46'-8" 46'-8" 46'-8" 46-8" 46'-8" tIlk Ilk RTU C GRID 2-B TOP-. T.O. DEGIG C GRID E3 125 -O 1/\T�. DEGIG C GRID G 122'-8 1/2" F.F.E. 100'-0' (935.5) SITE / BUILPINS SECTION 5GALE: 1" = 30'-0" SHAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 W W W.S HA WCO N STRU CT.CO M Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota 4-6-1 T.O.P. 1' -411 O T.D.P. 11 , 125'-D 52 -LOW HAZARD STORAGE 124'-O'1 CONSTRUCTION TYPE O SFiIIIKLED: YES EUILDINGAREA- � Q � AUTOMATIC SPRINKLER INCREASE 3X%=6Q000SF CV r TYP O F(3) SOUTH ELEV, VERIFY MAXIMUM 2" HIGH R THAN LOGATIONS 1N/ ELEG ROOF DRAIN INLET, TYP. OF (3) 46'-811 46'-5" 46-5" Raaf Line 46'-514 I RTU ❑ El III SII i� ❑ L F k UNIFORM RAKE EXPOSED 2'-0" TROV4EL SMOOTH FINISH HEAD SOUTH ELEVATION BUFF ^'°R=IPANEL .J.MesaDOIDOORS, TYP. . SGALE: 1/16" = 1'-O" ®5HOEBOX LED L16HT FIXTURE,(4) TYP OF (2) NORTH ELEV, VERIFY LOCATIONS W! ELEG I 461_81{ 461_811 46'-811 I R`�UrrPAj FIN STEEL �T.O.P_ r OPY, TYP. OF (2J — ' 26' P Roof tin INTI I III l (2):24" DIA. HOLES FOR TORRIT OUGTS NORTH ELEVATION SGALE: 1/16" = 1'-O" El UNIFORM RAKE EXF05ED BUFF AGGREGATE PANEL 46-8" ,461_11 J J RTU @ GRID 2-5 � l T.O. DECK o GRID B 5TREET 123'-8 1/211 — — T.O. D1=GK ORD G 95' O" �� — —.— . (830.5) FUTURE PARKING 122'-8 1/2" — F1=NlAIAY� PROPERTY POND - 5EE CIVIL STREET LINE q� I � Q 461-811 C Fm_ 461-814 7m ® a HORZ_ GHAMFER 0 461-511 0 O � f 101 II i I I 7 ❑ ❑ !II '� 11 ! SMOOTH EXP05ED AGGREGATE PANEL 4'-0" X 4'-0" BRONZE ANODIZED ALUMINUM BRYAN RED ROCK UNIFORM RAKE EXPOSED INSULATED FRAMES W/ TINTED INSULATED BUFF AGGREGATE PANEL 6LA55, TYP. @ EXTERIOR JNINDOINS SITE / BUILPINS SECTION 56ALE: 1" = 30'-0" SHAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM 461-511 Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota 4--6-1-1 T.O. .O.P. 125'-014 F.F.E. 100'-O" (955-'5) SHOEBOX LED LIGHT FIXTURE, G TYP OF (2) EAST ELEV, VERIFY EAST ELEVATION ® o i BUFF AGGREGATE PANEL 4 45'-5" I 45'-5" 12TI 1 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota ST ELEVATION UNIFORM RAKE EXPOSED T BUFF AGGREGATE PANEL SCALE: 1/16" = 1'-0" ass.ss 4 ^ T............- T-- ^---,- -----•---'--••--•—..—..—..—.._._---..—..—..—..—..—..—..—..—..—..----..—..? , 9 �T�- , 7�2 F1lTNPs -a_ 4 • ,5 A ���� Q 79 FAF4KOKG STA14-5 Sliam 16' X 1T 7 ACCE5515L.E STALLS PER TABLE 1,06.1 CONS. PAP TF4ANSFORHER n 52 FUTURE PAaKN6 STALLS SHOYKN FOR aN5T 1� � 'I5Y HfNIHUM GOLLEGTOR , COW— ArFZCK I 4 ------------ ---- --- ROOF HATO I I EVSE OF in I Tec' -0^ I I�ME7z aaow I 1 ..._ RTU I RTU I I I i ' _ RTU I O T13a I TBO of I 55Y G — ka T RUGK5 BEYONP I ------ T_ MINIMUMTRU K5 THS PONT I � I I I O• Z .___ ___ I I I I O�7 I N 1T Ph VA1T N• B( ___ __ 4 I I I T>7n I 138•-a° I N EXPANSION • POND 14 I I I I v I 16'0' X s'o• I I POND IT - VERIFY rani CAVIL ____ _ I I I C.ONC. APFCOIi I I i I I III 17'-0• I J I i I s.______ tp,x Pis. I TT,nz„'__ -------J I 551 _ MMB-fUM 4 4 77-0• 6 A M A I N m .—..—..—..—..-----..—..—..—....—..—..—..—..----..—..—..—..—..—..--••—•--•-----..—..—..----•--..—..—..—..------.—..—..—..� O� �� ROOF PLAN c8'' 1 QCT V W'-0. Q ��6+es Atop rod � CODE REVIEW RASEDON2015MSBC OBC 2012) OCCUPAHLY TYPE F2-LOWHAZSRDFACTORYINDUSTRAL 52 -LOW HAZARD STORAGE B - OFFICE CONSTRUCTION TYPE Ile SFiIIIKLED: YES EUILDINGAREA- 36,8545F{FOOTPR114T1 AILCWABLE AREA. 23.000 SF AUTOMATIC SPRINKLER INCREASE 3X%=6Q000SF ALLOWABLE STORIER 3 PLUS MEZZANINE OCCUPAIITLOAO OFFICE 3,OS4SF91 IDD EFIDCC = 3014CCC5. I EST REQUIRE D, IEUTPROVME13 WANUFACTURING. 27,880 SF92005FfOC1; - 114.40005. 2 EXITS REQUIRED; 4 EXIT@ PROVIDED TD - 400FT WANENOUSE. 10.-613 BE 95COSFfOCC = 21.42OCCS- NEMNIIEMH9El: 2,Sea9F 9 N SFfOCC. = 5.42 OCCS. 7 FRIT STAIRS REOURMPLATAELE1014.3, 2EXRSTAIRSPROVIOED TOTAL OCCUPANT LOA@ 33,0145F 17238=173 TOTAL OCCS. PARKING STALLS REOUIRED. OFFICE 3,014SF 1260=f5 +3= 10 STALLS WAREHOUSE: 10,960 SF 7 1500 = 75TALL5 MANUFACTURING; 72,880 Sr f 500 = 48 + 8 = 56 STALLS M_EIDANINE Z9609Ff ISMI = 2 STALLg TOTAL PARKING STALLS RECUIREG: 81STALLS HANDICAP SPACES REQUIRES. 4 SPACES MINUMUM PLUMBING FXTUR5 REQUIREMENTS . OFFICE WC. 1 25 FDA HRST 50 OCCS MALES FEMALE 30.14 OCCS_ 12 = IS MALE a 15,07 FEVALE OCCS, 15.07125= 60 WC REOUIREC MALE A FEMALE OFFICE LAV. I .40 FOR FIRST SOOT= MALE a FEMALE 30.140005.12=15,07 MALE a 15.07 FEMALE OCCS. NLD7140 - .38 LAV REQUIRED MALE a FEMALE MEGIWHSEWCc 1:100MALESFEMALE 114.40005+21920000.+592 CCCS_=14214 OCCS 14214 f 2.71.12 MALE 5 71.12 FEMALE OCC5, 177.1E 1100 - 71 WC REQUMC MALE FEMALE IrEG1WH5E LAV 2112 1:100LLEaFEMALE 114,4OCCS.+7f.92 OCOS . 5. 92 OCCS .=14214OCCS. 14214 f 2 = 71.12 MALE A 71.12 FEMALE 172.151100 - -71 LAV REDUMED M1ALE& FEMALE WCREGUIREG R + .71 = 131 = 2 WC REQUIRED MALE a FEMALE WC PROVIOEC. MALE, 2 WC- I URINAL+5 UNISEX WC = 3.5 WC PROVIDED FEMALE- 2 WC +.5 UNISEX WC - Z5 WC PROVIDED LAV REOUIRER 311+.71 = 1.04.2 LAV RECUIREO MALE A FEMALE LAY PROVIDED: MALE 1 IAV + .5 BRADLEY SINK + 5 UN15E,L U1W FEMALE I UAV +.5 BRADLEY SINK • 5 UNISEX LAV I,I SERVICE SINN PROVM 111 HI -LOW DRINKING FOUNTAIN PROVIDED 111 EMERGENCY EYE WASH PROVIOEQ PROPOSED BY: i F CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 957 821,4 WWW.SHAWCONSTRUCT.COM SHEET TITLE: Roof Top Unif Exh(blt DATE: REVISION NO. _liw17 DRAWN BY: SHEET NO. OF SHEETS cfl D -Series Size 2'Irftw LEAD Wall Luminaire„r•. r■'T,� I�gliiing fes}. . �-y tads ��r 1T d°Sef'1e� cM* Capable Luminaire Specifications This item Is an A+ capable luminaire, which has been designed and tested to provide consistent color Luminaire Back Box SBBW) appearance and system -level interoperability. Width: 1&112" Welghtl 21 16s Width: - 112" 1 lbs ■ All configurations of this luminaire meet the Acuity ..i. ,9 s k,3J rT'I e ry Walght: fz• s w jl Brands'specification for chromatic consistency Depth: pepth: 1-1/2'r ae ,rl • This luminaire is A+ Certified when ordered With DTL' Haight: Hight: A" controls marked by a shaded background. DTL DLL lir,.]ard equipped luminaires meet the A+ specification for Frw 314• NI•r� a luminaire to photoco ntroI interopera bilityl a W side ar,�y o -0ndult • This luminaire is partof an A+ Certified solution for + H H } ROAM12 or XPointTM W fireless control networks, Ilf�ll��lll providing out -0f -the -box control compatibility With simple commissioning, when ordered with drivers and ►v control options marked by a fihadad background North & East - DSXW2LED 30C 1000 50K T3M Tom moue a art A+, South - QSXVV2LEt7 30C 740 50K T3M vrsit wserw,acuitybtands.romLa us_ 1. See ordering tree for details. 2, A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam: Link to DTL DLL ® A+CaraeleoprlonsindcalM eylnlscolalbYAground- e EXAMPLE: DSXW2 LED 30C 700 40K T310 MVOLT DDBTXD D5XW2 LED DSSWZLf>t 20C it -L;16 350 nA 30K its F�POLTI Shlppedlnduded Shlppedinsialled rwi 530 S;11ra4 400 i1M 120, PL 3B[ pllh AgmA SGR 4XxiI 135 rr.11<.r : ins' PFR nr n Z Inl,p 10p0 •4nlll AMBPC e.ii l _. T3M 1PitlMnilivl 740' DW _ 4mlhl.l it"! Tim lyryl'I iwi 777' OCR AhOMrdt a:nl idErtrdl;;re ru 17s4M' Ir e, mn111dFr FFTM lyryrwldihww 347, Shippedseparardy` PIRI ,V'iwilnNmgkdlhdnI"raq, IS -y1 mtghll M aIrp 480' BisW PIRIFC3V +h:Vmrwwv2a i.IS-r5•nmumi"hi, ASYDF AlymrmMrminivsenwrerradedallh' al[Mu PIRIIFC3V WnWrnbl!Wsereor,15-30Ini>vorghev,% 1laMenr sentdr tn�led aI lrt' Shipped installed Shipp ed separately DDAffi D00 DWHG%D mle1r4hltt 51-mlrIt.ci:,a.217,347V1' BSW sp.'.len:rc.:.: DBUID .. 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Imwo 5n lot Wdi W O Q W PLANT SCHEDULE - SITE TREES KEY QTY COMMON/BOTANICAL NAME SIZE ROOT REMARKS OVERSTORY TREES AGM 14 MAPLE, AUTUMN GOLD 2.511 BB NOT SHEARED ACV 11 Acer rubrum "JFS-KW78' 1.5" BB - TCH 09 HONEYLOCUST, IMPERIAL/ 6' BB NOT SHEARED IPH 02 Gleditisia tracanthos var. inermis'Impole' 2.5 BB PTE 04 ELM, PRINCETON / 2.5 BB - Ulmus americana 'Princeton' - SWO 03 OAK, SWAMP WHITE / 2.5 BB Quercus bicolor ORNAMENTALTREES JTL 05 LILAC, IVORY SILK / 6 BB NOT SHEARED ACV 11 S rin a reticulata 'Ivor Silk' 1.5" BB - TCH 09 HAWTHORN, THORNLESS/ 6' BB NOT SHEARED Cratae us crus- ali var. inermis 1.5" BB VPC 04 CRABAPPLE, VELVET PILLAR / 1.5" BB - Malus 'Velvetcole' - EVERGREEN TREES AUP 06 PINE, AUSTRIAN / 6 BB NOT SHEARED ACV 11 Pinus nigra #5 CONT - BHS 11 SPRUCE, BLACK HILLS/ 6' BB NOT SHEARED Picea glauca densata ORNAMENTALSHRUBS LANDSCAPE REQUIREMENTS: Deciduous Tree Requirement = 1 tree per 2000 SF bldg. area or 100 LF of pr operty perimeter which ever is greater. Coniferous Tree Requirement = 1 tree per 2000 SF bldg. area or 200 LF of property perimeter which ever is greater. Ornamental Tree Requiement = 1 tree per 2000 SF bldg. area or 200 LF of property perimeter which ever is greater Shrub Requirement = 1 shrub per 300 SF bldg. area or 30 LF of property perimeter which ever is greater. Building area = 36,800 SF - Perimeter = 2122 LF Deciduous Overstory Trees Coniferous Tree Ornamental Tree Shrub REQUIRED 21 18 18 122 PROVIDED 21 18 18 129 GENERAL NOTES PLAN SPECIFIC: All plantings shall be true to name and size in accordance with American Nurseryman's Standards. Planting soil to be a 1-1-1 mixture with 1 part peat, 1 part soil, and 1 part sand and installed as per detail drawings. All plantings shall be guaranteed for one year (365 days) from date of acceptance. Landscape Contractor shall replace any dead or damaged plants at no additional cost to Owner during the guarantee period. Landscape Contractor shall make monthly site maintenance inspections and notify owner of maintenance deficiencies. All trees shall be staked and wrapped as shown in details. Seeded areas shall be seeded with MNDOT 260 at a rate pf 100 pounds per acre. All seeded are shall have MNDOT type 1. All slopes greater than 4:1 to be blanketed with MNDOT category 3 two sided straw. All shrub beds and areas indicated as receiving rock mulch shall receive a 3" deep layer of 1.5" size Washed River Rock over 3 ounce landscape fabric. All other planting bed shall receive a 4" layer of shredded bark mulch free of leaves, twigs, and other extraneous debris over weed barrier fabric. All areas where sod and mulch touch shall have commercial grade black poly edger as shown in details. Landscape Contractor shall be responsible for locating all utilities by actual location in the field prior to any planting operation. Minimum Size = 2.5" Minimum Size = 6' Minimum Size = 1.5" Minimum Size = #3 or #5 Container 19 - A) 935 5-., 5 - TYA ENTRANCE PLANTING SCALE: 1"= 20' LandscaDe Plan NORTH 0 40 80 SCALE 20 120 SHRUB PLANTING DETAIL COMMERCIAL GRADE EDGER )ECIFIED MULCH MATERIAL STALLED AT 3" DEPTH. =11 1 WITH PI ANTINr Sn11 APPROVED TREE PROTECTION INSTALLED FALL. )O NOT BURY ROOT COLLAR. NOOD MULCH AS SPECIFIED INSTALL 3" DEPTH 3ACKFILL WITH PLANTING SOIL. *NOTE: TREES TO BE STAKE AS DEEMED NECESSARY BY LC. SHADE TREE PLANTING DETAIL No Scale PROPOSED IMPROVEMENT OR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morsche Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 MARKLLL - LAM -KE -L- DL516N GROUF 895 Park V noll Drive, MN 55123 rH; 65 i -468-8� i 4 email: leemarLell@comcast.net I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly registered LANDSCAPE ARCHITECT under the laws of the State of Minnesota. Lee Markell Date: License No. 19313 ROPOSED BY: SHAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: LANDSCAPE PLAN ATE: 02/02/201 7 REVISION NO. y1 04/05/2017 City Comments DRAWN BY: CO SHEET NO. L-1 VIBURNUM, COMPACT AMERICAN / ACV 11 Viburnum americana 'Compactum' #5 CONT - AHN 07 HAZELNUT, AMERICAN / #5 CONT - Corylus americana AWS 19 SPIREA, ANTHONY WATERER 'Anthony #3 CONT - Spiraea x bumalda Waterer' GLS 26 SUMAC, GRO-LOW FRAGRANT / #5 CONT Rhus aromatica 'Gro -Low' GDW 04 DOGWOOD, GRAY / #5 CONT - Cornus racemosa RTD 17 DOGWOOD, REDTWIG/ #5 CONT Cornus sericea 'Baileyi' SCJ 14 JUNIPER, SCANDIA / #5 CONT Juniperus Sabina'Scandia' SDO 20 DAYLILY, STELLA DEORO / #1 CONT - Hemerocallis 'Stella DeOro' TYA 11 ARBORVITAE, TECHNY /51- Thuja occidentalis 'Techny' BB LANDSCAPE REQUIREMENTS: Deciduous Tree Requirement = 1 tree per 2000 SF bldg. area or 100 LF of pr operty perimeter which ever is greater. Coniferous Tree Requirement = 1 tree per 2000 SF bldg. area or 200 LF of property perimeter which ever is greater. Ornamental Tree Requiement = 1 tree per 2000 SF bldg. area or 200 LF of property perimeter which ever is greater Shrub Requirement = 1 shrub per 300 SF bldg. area or 30 LF of property perimeter which ever is greater. Building area = 36,800 SF - Perimeter = 2122 LF Deciduous Overstory Trees Coniferous Tree Ornamental Tree Shrub REQUIRED 21 18 18 122 PROVIDED 21 18 18 129 GENERAL NOTES PLAN SPECIFIC: All plantings shall be true to name and size in accordance with American Nurseryman's Standards. Planting soil to be a 1-1-1 mixture with 1 part peat, 1 part soil, and 1 part sand and installed as per detail drawings. All plantings shall be guaranteed for one year (365 days) from date of acceptance. Landscape Contractor shall replace any dead or damaged plants at no additional cost to Owner during the guarantee period. Landscape Contractor shall make monthly site maintenance inspections and notify owner of maintenance deficiencies. All trees shall be staked and wrapped as shown in details. Seeded areas shall be seeded with MNDOT 260 at a rate pf 100 pounds per acre. All seeded are shall have MNDOT type 1. All slopes greater than 4:1 to be blanketed with MNDOT category 3 two sided straw. All shrub beds and areas indicated as receiving rock mulch shall receive a 3" deep layer of 1.5" size Washed River Rock over 3 ounce landscape fabric. All other planting bed shall receive a 4" layer of shredded bark mulch free of leaves, twigs, and other extraneous debris over weed barrier fabric. All areas where sod and mulch touch shall have commercial grade black poly edger as shown in details. Landscape Contractor shall be responsible for locating all utilities by actual location in the field prior to any planting operation. Minimum Size = 2.5" Minimum Size = 6' Minimum Size = 1.5" Minimum Size = #3 or #5 Container 19 - A) 935 5-., 5 - TYA ENTRANCE PLANTING SCALE: 1"= 20' LandscaDe Plan NORTH 0 40 80 SCALE 20 120 SHRUB PLANTING DETAIL COMMERCIAL GRADE EDGER )ECIFIED MULCH MATERIAL STALLED AT 3" DEPTH. =11 1 WITH PI ANTINr Sn11 APPROVED TREE PROTECTION INSTALLED FALL. )O NOT BURY ROOT COLLAR. NOOD MULCH AS SPECIFIED INSTALL 3" DEPTH 3ACKFILL WITH PLANTING SOIL. *NOTE: TREES TO BE STAKE AS DEEMED NECESSARY BY LC. SHADE TREE PLANTING DETAIL No Scale PROPOSED IMPROVEMENT OR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morsche Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 MARKLLL - LAM -KE -L- DL516N GROUF 895 Park V noll Drive, MN 55123 rH; 65 i -468-8� i 4 email: leemarLell@comcast.net I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly registered LANDSCAPE ARCHITECT under the laws of the State of Minnesota. Lee Markell Date: License No. 19313 ROPOSED BY: SHAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: LANDSCAPE PLAN ATE: 02/02/201 7 REVISION NO. y1 04/05/2017 City Comments DRAWN BY: CO SHEET NO. L-1 E-) lmax*Horiz D 0 r I 2-5.b Imax* Vert , � D W Vs Lli D ' 1 I / ti 034.72 I _ 1 � � -D / � o- — LLJ — 666 22 J I _ _ .88 93Ci. - - _ _ - - _ — V 6 () c, _ _ 60 i I 6'A � L D B�OCC 2 ' 1 LOT WB -65 — Interstate Semi—Trailer Overall Len q th Overall Widtl-� Overall Bod-y Heiq ht Min Body Ground- Clearance Max Track Width Lock—to—lock time Curb to Curb Turning Radius 73.500ft 8.500ft 1 2.052ft 1 .334ft 8.500ft 6.00s 45.000ft i VD 1 C ' D D DCz D7 , - 0 .92 — — 60 33.43 — FE LOT 1 /NDU\S T/�/4 L 932.10 /93 31.77 Z .60 32.94 7,'932.93 10-3.60 932.44 HW - 11 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA 0 30 60 GRAPHIC SCALE IN FEET Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E—Mail: mcampion0campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05/2017 Martin P. Campion —Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: TRUCK CIRCULATION EXHIBIT DATE: REVISION 04/06/2017 DRAWN BY: KDK SHEET NO. 3� z� o � Q �a , W 950 oz �U o- a � w Z O wo �Q oa Q Oo �� 0 00 z O O Z O 932.10 /93 31.77 Z .60 32.94 7,'932.93 10-3.60 932.44 HW - 11 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA 0 30 60 GRAPHIC SCALE IN FEET Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E—Mail: mcampion0campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05/2017 Martin P. Campion —Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: TRUCK CIRCULATION EXHIBIT DATE: REVISION 04/06/2017 DRAWN BY: KDK SHEET NO.