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Home My WebLink AboutPC Packet 04.26.18AGENDA HUGO PLANNING COMMISSION THURSDAY, APRIL 26, 2018 HUGO CITY HALL 7:00 p.m. A. ROLL CALL (Arcand, Derr, Kleissler, Lessard, Luchsinger, Tjernlund) B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. April 12, 2018 D. PUBLIC HEARING 1. Schwieters Expansion — Site Plan, Conditional Use Permit, and Zoning Text Amendment E. NEW BUSINESS 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, April 12, 2018 Commissioner Arcand called the meeting to order at 7:00 p.m. PRESENT: Arcand, Derr, Luchsinger, Tjernlund. ABSENT: Kleissler, Lessard. STAFF: Rachel Juba, Planner Rachel Leitz, Community Development Assistant Approval of Minutes for the Planning Commission Meeting of March 8, 2018 Commissioner Tjernlund made a motion, seconded by Commissioner Luchsinger, to approve minutes for the meeting of March 8, 2018. All Ayes. Motion carried. Weston Estates Preliminary Plat & Final Plat Leitz described that applicant is seeking approval of a preliminary plat and final plat for a site generally located east of TH 61 and south of 165th Street N. to allow for the alteration of ten parcels to become four parcels. The applicant is not proposing development of the property, but the modification to move property lines and combine parcels within this area to reduce non -conformities and the number of total parcels. Leitz described the existing parcels and how they do not meet all of the lot size or setback requirements of the Future Urban Service (FUS) zoning district. She stated the proposed plat reduces the non -conformities of each property and it was in staff's opinion that the proposed plat is more in conformity with the FUS zoning district standards than existing conditions. Leitz then further discussed streets/access, drainage/grading, wetlands/floodplain, utilities, and park dedication. She stated that at the time of development, those items would have to be further analyzed. Leitz concluded by saying that is in staff's opinion that the proposed plat is reducing existing non -conformities and is a good way to attain greater compliance of the FUS zoning district standards. Staff recommended the Planning Commission open the public hearing to hear public comment and staff recommended approval of the preliminary and final plat with the conditions listed in the resolution. Commission Arcand opened the public hearing at 7:18 pm. Doug Halver, 3701 St. Regis Drive White Bear Lake, approached the podium. He inquired as to the right-of- way dedication and future dedication needs on highway 61. Juba stated that the proposed plat dedicated the current right-of-way needs for highway 61, but at the time of development, the City will request an additional 39 feet of right-of-way for the future expansion of the highway. Rick Mallinger, 5816 165th Street, approached the podium. He inquired as to when city utilities are planned to be installed on 165th Street and also asked about further information on the medium density residential classification. Juba stated that city utilities are generally installed at the time of development so there is no exact timeline for the installation of utilities. Juba then described that the land use plan is what the future of the City looks like and stated that at the time utilities are provided, a medium density property could be developed at 3-6 units per acre. Commission Arcand closed the public hearing at 7:24 pm. Planning Commission April 12, 2018 Page 2 The Commission agreed that although the properties still do not meet the lot regulations in the FUS zoning district, the proposed changes would more align the properties with those requirements. Commissioner Tjernlund motioned, Commissioner Luchsinger seconded to approve the preliminary plat and final plat for Weston Estates subject to the conditions listed in the resolution. All Ayes. Motion carried. Adjournment Commissioner Tjernlund made a motion, Commissioner Derr seconded, to adjourn at 7:29 pm. All Ayes. Motion carried. Respectfully Submitted, Rachel Leitz Agenda Number: D. j CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Planner SUBJECT: Schwieters Expansion. Site plan, conditional use permits, and zoning code text amendment for a campus development with exterior storage located at 13676 Fenway Boulevard North. DATE: April 17, 2018, for the Planning Commission Meeting of April 26, 2018 ZONING: Business Park (BP) 60 -DAY REVIEW DEADLINE: Site Plan— June 9, 2018 (60 -days) CUP's — July 11, 2018 (120 -days) 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of a site plan for a 144,000 square foot manufacturing/warehouse building with associated parking and exterior storage. The applicant is also requesting a conditional use permit (CUP) for the exterior storage and for a campus development to allow multiple buildings on one parcel. The applicant is showing future phases on the site plan that include additional buildings. The first phase of the development would be the 144,000 square foot manufacturing/warehouse building. The office space and parking lot would be on the east side of the building. The raw wood materials would be stored north of the building, and finished product (floor panels and roof trusses) would be stored on the south side of the building. Phase 2 consists of a proposed 45,000 square foot warehouse building located in the northwest corner of the site. Phase 3 consisted of two proposed office/warehouse buildings, one 12,000 square feet and the other 15,000 square feet, located along the eastern portion of the site. The applicant is only requesting site plan approval for the first phase which includes the 144,000 square foot manufacturing/warehouse building. Each new building will be required to formally apply for site plan approval for consideration by the Planning Commission and City Council. A zoning text amendment is required for the exterior storage to allow raw wood material that they will manufacture inside the building. The applicant has also requested approval of a final plat that would have one lot and an outlot. The staff has been discussing with the applicant the possibility of the outlot, west of the Schwieters Site Plan and CUP Page 2 development site, to be donated to the City to connect to Clearwater Creek Preserve park to the west. The City Council will review and approve the final plat. The property totals approximately 30 acres with 11 acres of wetland throughout the site. The property is zoned Business Park (BP) and is guided as Business Park (BP) in 2030 Comprehensive Plan. 2. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north are zoned Planned Unit Development (PUD) and are occupied by townhome developments. The properties to the east are zoned General Industrial (I-3) and are occupied by industrial businesses. The property to the south is zoned Business Park (BP) and is occupied by the Xcel Energy Training Center. The property to the west is zoned Large Lot Single Family Residential (R-1) and is occupied by the City owned Clearwater Creek Preserve park. B. Existing Site Characteristics The property consists of farmland, woods, and wetlands. The wetlands are located within the wooded areas and two wetland basins are located in the center of the site. 3. BACKGROUND: It is December 21, 2017, meeting the Planning Commission reviewed and commented on a sketch plan for this development. The development that is proposed with these applications is very similar to what the Planning Commission reviewed. During the sketch plan review the Planning Commission had questions on the phasing and wanted to ensure the exterior storage was adequately screened from view. There were comments from Commissioners that the plan was generally well good. The applicant is proposing to manufacture floor panels and roof trusses to complement their existing business in the Bald Eagle Industrial Park. The manufacturing of these products includes exterior storage of raw materials (wood) and the finished product. The raw materials would be stored in a combination of outdoors and within the manufacturing/warehouse building and later in the future a warehouse/cold storage building on the north side of the property. The products would be built within the manufacturing building and then stored outdoors on the south side of the building until processed for shipment and sent out on trucks and by rail. Both the raw materials and finished products would be delivered and shipped by trucks and rail. This expansion of the business on the site would provide the applicant an ideal layout to manufacture the new products and to grow the business. Schwieters Site Plan and CUP Page 3 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. The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposed application meets the standards outlined in the City's Comprehensive Land Use Regulations. If it meets these standards, the City must then approve the conditional use permit. B. Zoning Ordinance Text Amendment Exterior Storage is allowed in the Business Park (BP) zoning district with a conditional use permit (CUP), however raw materials are excluded from the items that are allowed to be stored. It is in staff's opinion that the intent was to exclude raw materials that would have an impact on the environment or nearby property. The applicant is proposing to store raw wood material for the floor panel and roof truss manufacturing, therefore a text amendment to the City Code is required. The text amendment was written to only allow raw materials to be store outside if they do not have an impact on the environment or nearby property. Below is the text "red -lined" with the revisions: Exterior storage, exel ding raw materials, provided the storage area is completely screened from public rights-of-way and residentially zoned property by an intervening building, berm, solid - wall wood fence, or landscape plantings. The screening shall be to a minimum height of six feet or a height sufficient to screen the outside storage. Raw materials will only be allowed provided the material does not produce noxious fumes, obnoxious products, byproducts or wastes, or creates other objectionable impact on the environment or on nearby property. The Ordinance Review Committee (ORC) reviewed the text amendment and recommended approval to the Planning Commission. C. Site Plan The application complies with the ordinance standards as follows: Building Setbacks The BP zoning district requires a 30 -foot front and rear yard setback and a side yard setback equal to the height of the building, in no case less than 10 feet. The site plan complies with the setback requirements. Schwieters Site Plan and CUP Page 4 Building Height The BP zoning district has a maximum building height of 50 feet. The building height will be approximately 30 feet. The site plan complies with the height requirements. Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building to 40% and lot area to be covered by impervious surface to 80%. The site plan complies with the coverage requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for industrial development. The site plan includes tree and shrub locations and species. The ordinance provides two ways of calculating the required amount of trees and shrubs. One based on the square footage of the building and one based on the perimeter of the site, whichever is greater. In this case staff used the perimeter of the site. In order to meet the landscape requirements, 72 overstory deciduous trees, 72 coniferous trees, 72 ornamental trees, and 480 shrubs are required to be installed. If the trees are installed, this would meet the ordinance requirement for the entire campus development. The applicant is proposing 58 overstory deciduous trees, 46 coniferous trees, 8 ornamental trees, 497 shrubs, and 114 perennials/grasses. The applicant has stated that they would like to use some existing trees to count towards the landscape requirements. Staff has not received information on how this would be applied to the site or if any substitutions are required for type of trees. Staff is comfortable with counting the existing trees and landscape planting substitutions, provided it meets the intent of the landscape ordinance. The full build out includes buildings in locations that will help screen the exterior storage. The applicant is showing shrubs to be used to screen the exterior storage temporarily until the buildings are constructed. Staff included a condition in the attached resolution that required the applicant to submit a revised landscape plan to replace the shrubs, which are proposed to screen the exterior storage, with coniferous (evergreen) trees. Staff included a condition in the attached resolution that requires the applicant to submit a revised landscape plan demonstrating compliance with the City's landscape ordinance or provide a plan with information that outlines the number of existing trees to be counted and any planting substitutions proposed. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed '/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The applicant is proposing LED lights for both the pole and wall mounted fixtures. The applicant will be required to provide the cut -sheet for Schwieters Site Plan and CUP Page 5 both the pole mounted and wall lights for staff review and approval prior to installation. The lighting plan does not meet the ordinance standards along the south property line. The number of pole lights could be reduced to meet the ordinance standards. Staff will continue to work with the applicant on meeting the lighting ordinance. Fencing and Screening Exterior storage is allowed provided the storage area is screened from public rights-of-way and residentially zoned property by an intervening building, berm, solid -wall, wood fence, or landscape plantings. The screening shall be to a minimum height of six feet or a height sufficient to screen the outside storage. All exterior storage areas are required to be stored on pavement. The applicant is proposing an exterior storage area for the manufacturing operations. The area is located on the north and south sides of the manufacturing/warehousing building. The area to the north would contain the raw wood materials. The area to the south will be the finished floor panels and roof trusses. Some of the area will be screened by the existing wooded area along the west property line. The applicant is proposing a combination of fencing and landscaping, including a four foot berm, to screen the area from the surrounding properties. The exterior storage is located approximately 300 feet from the residential properties to the north. The applicant has done a good job of providing screening and significant buffer from the residential properties. The applicant is proposing a chain link fence around the exterior storage. The fencing details will be reviewed and approved by staff prior to installation. In Phase 2 and 3 the buildings will also provide screening from the north and east property line. It's in staff's opinion that the applicant has done a good job screening this area with a combination of the wooded area, berm/landscaping, and location of the future buildings. The applicant is proposing ground mechanical equipment for air conditioning in the office areas. The ground equipment is proposed to be screened with landscaping. The applicant is showing a two foot raised parapet wall from the roof line of the building. The applicant has stated that no roof top mechanical equipment will be installed. Staff recommends the applicant raise the parapet another two feet to screen any future roof top mechanical equipment. All roof top mechanical equipment shall be adequately screened from view. The applicant has shown an area for a small trash enclosure. Staff recommends that the trash enclosure be integrated into the building or screened with materials consistent with the building materials. The applicant has indicated that there will be large containers for wood scraps from the production. Staff will continue to work with the applicant the location of these containers and required screening. Staff recommends the containers be on the west side of the building. Streets and Access The site has access from Fenway Boulevard North. The applicant is proposing two entrances into the site. Staff is comfortable with the access to the site. The 2030 Comprehensive Plan shows 140th Street as a future road. The applicant has contributed money to the City for their share for the future construction of the 140th Street. This was Schwieters Site Plan and CUP Page 6 completed with the Roy Molitor Addition final plat application approval. When 140th Street is constructed, the applicant will be able to connect to it with a driveway. A driveway permit would be required. At this time, the applicant is not proposing to connect to 1401h Street. Parking According to the Section 90-253 PARKING, based on the use and the size of the building 215 parking stalls are required by ordinance. The applicant is proposing 127 parking stalls for the site, with 73 proposed for deferred parking (proof -of -parking). The deferred parking is located south of the manufacturing/warehouse building. The applicant is short 15 parking spaces. There seems to be plenty of area on the site to accommodate additional parking. The code also allows for deferred parking to be built when deemed necessary by the City. Staff will continue to work with the applicant on the number of parking spaces. The applicant has stated that there will be approximately 50 employees on each shift. The shift overlap would require about 100 parking spaces. The number of parking spaces required by the ordinance is more than the number of parking spaces the business would need for employee parking. The parking for the future phases has not been fully evaluated since for each phase the applicant will be required to formally apply for site plan approval for consideration by the Planning Commission and City Council. The applicant has stated and proposed with the phasing plan, that there will be shared parking on the property for all of the buildings. The shared parking will be evaluated at for each phase to ensure there will be adequate parking for each use. Trails There is a City trail along Fenway Boulevard North. The applicant is not proposing any sidewalks or trails with this development, but will restore the areas were the access to the site crosses the trail. Building Architecture In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. The guidelines allow flexibility on four-sided architecture for industrial buildings. The design of the building meets the intent of the guidelines. The building material for the manufacturing/warehouse building consists of integrally colored precast tip -up concrete panels, with a horizontal design for an architectural feature. The intent is to ensure the building is constructed of quality materials that require minimum maintenance. The applicant has provided elevations that show coloration and patterning in design of the concrete panels. The concrete is proposed to be a light brown earth tone. The front has significant glass and the entrance is clearly defined. There are windows on all sides of the building. The applicant is proposing a wood trellis canopy along the front of the building creating a covered space for employee breaks. The exterior doors and overhead doors are proposed to be brown and compliment the exterior color. Staff will work with the applicant on the proposed location, color, and size of the numbers on the overhead doors. The applicant has not provided material samples, Schwieters Site Plan and CUP Page 7 but staff will continue to work with the applicant on the materials and color choices to ensure compatibility. The applicant has not provided elevations for the proposed warehouse building or two office buildings. As a campus development building architecture, materials, and colors for all buildings should be compatible. This will be a condition of approval for the campus development CUP. Signage The applicant is not proposing any signage at this time but, does show a sign at the building entrance. Prior to the installation of any signs, the applicant shall obtain a sign permit. Drainage/Grading The applicant is proposing to utilize ponds and infiltration basins and to meet the stormwater management requirements. Treated stormwater is discharged into the wetland complex to the west as well as the storm sewer system along the east side of Fenway Avenue. The stromwater management is designed to accommodate Phase 1 as well as future phases. The plan generally meets the stormwater requirements, however, staff will continue to work on the technical details of the stormwater management design. At this time, the applicant is not proposing stormwater reuse. There is not enough green space on the property to gain infiltration credits to meet the stormwater management requirements. Utilities City water service is available via an existing service stub adjacent to the site. Applicable trunk and connection fees will apply. Sanitary sewer service is available to the site via the existing Met Council interceptor located on the east side of Fenway Boulevard, however, there is difficultly in providing service to the site because of the sewer elevation and the existing storm sewer creates a conflict. There is another service to the north in a different sewer district. The site can connect the sewer district by connecting a sewer pipe to the existing lift station along 1401h Street. The lift station is adequately sized; however the pumps will be required to be upsized to maintain capacity for the remaining areas in the sewer district. The applicant will be responsible for the upsizing of the lift station pumps in the amount of $15,000. This is a cost-effective solution as the applicant would otherwise need to install their own lift station on site. The sanitary sewer that extends south from 140th Street along the west side of Fenway Avenue will be in a 45 -foot public drainage and utility easement. The main will be publicly owned and maintained by the City of Hugo. Individual services extended from this main will be the responsibility of the owner. Applicable trunk, City connection, and Met Council connection fees will apply. Wetlands There are two existing wetland basins located in the center of the site. There are also wetlands throughout the wooded area to the west. The Technical Evaluation Panel (TEP) approved Schwieters Site Plan and CUP Page 8 wetland delineation for the property. The applicant is proposed to impact the wetlands in the center of the site. The applicant has a wetland replacement plan approved by the TEP for the impacts. The applicant is proposing to purchase wetland banking credits for the impacts to the wetlands. The applicant will need to apply for a "no -loss" determination to the temporary impacts to the wetland in the northwest portion of the site for construction of the proposed stromwater management area. Park Dedication Park Dedication is not required for commercial and industrial developments. Clearwater Creek Preserve park is adjacent to this parcel on the west side. Staff has discussed with the applicant possible donation of a portion of the property to be connected to the existing park. D. Conditional Use Permits Exterior Storage The applicant is proposing outdoor storage area. The Business Park (BP) zoning district allows exterior storage with an approved conditional use permit. The Planning Commission must review the application for a conditional use permit with the standards listed in Section 90-37 of the City Code. Staff used these standards to review the application and found that the request meets the applicable standards as follows: (1) The proposed use is permissible by law. The use is permissible by law. (2) The proposed use is in keeping with the spirit and intent of this chapter. The spirit and intent of the ordinance is to allow exterior storage, as long as it's adequately screened from view of adjacent properties. The applicant is proposing to screen the exterior storage areas. Staff is comfortable with the proposed location of the outdoor storage area. Additional landscaping may be required to screen the locations on the east side of the property. (3) The proposed use is compatible with the city's comprehensive plan, and the character of the surrounding area. The comprehensive plan identifies this property as Business Park (BP). There are residential properties to the north of the building. The character of the area is for the most part industrial. There are buffers of woodland and proposed landscaping between the site and the residential uses. There will be other business park uses that will be developed on the south of the proposed site. It's in staff's opinion that the proposed use is compatible with the character of the area. Schwieters Site Plan and CUP Page 9 (4) The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The property has adequate utilities available to the site. (5) The proposed use has adequate road access, and does not reduce the safety or capacity of the public road system. Road access shall be no lower than the regional flood elevation. The site has adequate access to Fenway Boulevard and will not generate traffic that will reduce the safety of public roads. (6) The technical evaluation of the floodplain, if required, accurately represents the conditions and boundaries of the floodplain area, as well as correctly represents the proposed use's impact on the floodplain. The property is not located within a floodplain. (7) The proposed use may not create a danger that materials may be swept onto other lands, or downstream to the injury of others, or block bridges, culverts, or other hydraulic structures. The proposed use will not have materials swept downstream. (8) The proposed use will not damage or reduce the benefits the public receives from public waters. The site is not located adjacent to public waters. (9) If located in the shoreland overlay district, the waterbody will be able to safely accommodate the number, type, and uses of the watercraft the project will generate. The property is not located within the shoreland overlay district and does not involve watercrafts. (10) If located in the shoreland overlay district, all structures and facilities are screened from view from public waters. The property is not located within the shoreland overlay district. (11) If the permit is to approve a wetlands replacement plan, the plan is in conformance with the rules of the state board of soil and water resources for such plans. A wetland replacement plan has been reviewed and approved by the Technical Evaluation Panel (TEP) (12) The applicant or operator shall obtain all necessary state and local permits for the conditional use. Schwieters Site Plan and CUP Page 10 The applicant shall be responsible for all necessary state and local permits. (13) The proposed use is adequately buffered and screened from noncompatible land uses and public rights-of-way. The outdoor storage area is has woodlands on the west side. The applicant is proposing landscaping that will adequately screen the area from the north and east sides. Staff is comfortable with the location and the proposed screening methods. Campus Development The term "campus development" means two or more principal buildings on any lot or parcel. All campus developments shall be constructed under a master plan prepared by a professional, registered, architect, and approved as a provision of the conditional use permit for the site. The applicant is requesting approval of a campus development to allow multiple buildings on the property. As noted above, the applicant is only requesting site plan approval for Phase 1 for the manufacturing/warehousing building. The applicant has provided options for how the property could develop in three phases. In the review of the CUP for a campus development the Planning Commission is simply providing a recommendation on the suitability of the site layout for additional buildings. The applicant would be required to come back before the Planning Commission with a formal site plan application prior to construction of the buildings. Approval of the campus development would give the applicant assurance that the additional buildings would be allowed subject to site plan approval and provided the buildings are consistent with the campus development CUP. In the absence of the campus development, the applicant would only be able to construct one building on the property. The future buildings in the campus development would receive access from Fenway Boulevard North. An additional access driveway is proposed for the office/warehouse building on the north side of the property. Campus developments or multiple buildings on a single lot are common in industrial and business parks. This type of development allows for the efficient use of the property by allowing shared access, parking, circulation, and stormwater management. The Planning Commission must review the application for a conditional use permit with the standards listed in Section 90-37 of the City Code. Staff used these standards to review the application and found that the request meets the applicable standards as follows: (1) The proposed use is permissible by law. Campus developments are allowed in the Business Park (BP) zoning district with a CUP. The use is permissible by law. (2) The proposed use is in keeping with the spirit and intent of this chapter. Schwieters Site Plan and CUP Page 11 The proposed use is consistent with the Business Park (BP) zoning of the property. (3) The proposed use is compatible with the city's comprehensive plan, and the character of the surrounding area. The proposed campus development would be compatible with the City's Comprehensive Plan and the character of the area. The campus development allows for a more efficient use of the property with shared access, parking, circulation, and stormwater management. (4) The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The site has adequate facilities to serve the campus development, including shared stormwater management and access to municipal sewer and water. (S) The proposed use has adequate road access, and does not reduce the safety or capacity of the public road system. Road access shall be no lower than the regional flood elevation. The site has adequate access to Fenway Boulevard and will not generate traffic that will reduce the safety of public roads. (6) The technical evaluation of the floodplain, if required, accurately represents the conditions and boundaries of the floodplain area, as well as correctly represents the proposed use's impact on the floodplain. The property is not located within a floodplain. (7) The proposed use may not create a danger that materials may be swept onto other lands, or downstream to the injury of others, or block bridges, culverts, or other hydraulic structures. The proposed use will not have materials swept downstream. (8) The proposed use will not damage or reduce the benefits the public receives from public waters. The site is not located adjacent to public waters. (9) If located in the shoreland overlay district, the waterbody will be able to safely accommodate the number, type, and uses of the watercraft the project will generate. The property is not located within the shoreland overlay district and does not involve watercrafts. (10) If located in the shoreland overlay district, all structures and facilities are screened from view from public waters. The property is not located within the shoreland overlay district. Schwieters Site Plan and CUP Page 12 (11) If the permit is to approve a wetlands replacement plan, the plan is in conformance with the rules of the state board of soil and water resources for such plans. A wetland replacement plan has been reviewed and approved by the Technical Evaluation Panel (TEP). (12) The applicant or operator shall obtain all necessary state and local permits for the conditional use. The applicant shall be responsible for all necessary state and local permits. (13) The proposed use is adequately buffered and screened from noncompatible land uses and public rights-of-way. The outdoor storage area is has woodlands on the west side. The applicant is proposing landscaping that will adequately screen the area from the north and east sides. Staff is comfortable with the location and the proposed screening methods. 5. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the site plan, conditional use permits, and zoning text amendment as outlined in the City Code and zoning regulations, if the appropriate conditions are met in the attached resolutions and conditional use permits. 6. RECOMMENDATION: Staff recommends approval of the site plan, CUP, and text amendment applications for Schwieters Properties, LLP, for the property located at 13676 Fenway Boulevard North. ATTACHMENTS: 1. Location Map 2. Engineers Memo dated April 20, 2018 3. Applicant Project Narrative 4. Resolutions: a. Site Plan b. CUP for Exterior Storage c. CUP for Campus Development 5. Ordinance for Business Park Text Amendment 6. Draft CUP for Exterior Storage 7. Draft CUP for Campus Development 8. Site Plan Documents ai A WSB �$ AsaOciarer, Inc. April 20, 2018 Ms. Rachel Juba City Planner Infrastructure ■ Engineering ■ Planning ■ Construction City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Site Plan Review Schwieters Expansion WSB Project No. 011038-000 Dear Ms. Juba: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the final site plan submittal for the above -referenced project. In particular, we have reviewed the following plans related to this particular request: • Schwieters Expansion Project Narrative prepared by AMI Consulting Engineers dated 4/10/2018 • Landscape Plans prepared by AMI Consulting Engineers dated 4/10/2018 • Civil Plans prepared by AMI Consulting Engineers dated 4/10/2018 • Architectural Plans by AMI Consulting Engineers dated 4/10/2018 • Lighting Plan by Mlazgar Associates dated 4/10/2018 Based on the review of the site plan, we offer the following comments related to this application: Final Plat 1. Provide additional drainage and utility easement for the sanitary sewer (45' wide) extending along the eastern property line to a point 15' past the southernmost manhole. Stormwater Management 2. The applicant is proposing to utilize pretreatment ponds, infiltration basins and filtration basins to conform with stormwater management requirements. Treated stormwater is discharged into the wetland complex to the west as well as the storm sewer system along the east side of Fenway Avenue. 3. Stormwater management is designed to accommodate this initial phase as well as future buildout phases for the site. 4. Required freeboard from groundwater, 100 -year high water levels, and emergency overflow elevations with respect to the lowest floor elevation are met. S:V—IRJuubaWachelIDEVELOPMENTPROJECTSIRoy MaIho, AdditioaWoy Motho, 2nd AdditianlOutlatAlEng Memo Schwieters Expansion -041918.doc Ms. Rachel Juba April 19, 2018 Page 2 5. City staff is working with the applicant on maintenance agreement requirements for stormwater features that will their responsibility. Wetland 6. Wetland type and boundaries were approved as part of a Notice of Decision submitted on December 29, 2017. 7. There are three existing wetlands on the subject property with impact proposed to Wetland 1 (0.44acres), impact to Wetland 2 (1.14 acres) and no impact proposed to Wetland 3. A wetland replacement plan that purchases wetland banking credits has been approved. 8. The applicant will need to apply for a "no -loss" for the temporary impact of construction for the proposed stormwater facility in the NW corner of the site on wetland 3 (excavation or drainage). Grading, Street, and Utility Plans 9. Sanitary Sewer service was originally proposed to come from the 42" MCES interceptor along the east side of Fenway Avenue as identified in the Comprehensive Sanitary Sewer System Plan. The applicant had difficulty providing sewer service to the proposed site due to the proposed site elevation, existing sewer elevation, and existing storm sewer elevation that creates a conflict. With that said, staff reviewed alternate sewer service options that involve connecting the sanitary sewer to a pipe in a sewer sub district directly north of the proposed site. The sanitary sewer in this location discharges directly into the lift station adjacent to the Fenway Place subdivision. The lift station wet well and sanitary sewer forcemain are adequately sized, however the lift station pumps will need to be upsized to maintain capacity for remaining areas in the sub district for which it was originally designed. The applicant will need to compensate the City of Hugo $15,000 for the upsizing of the lift station pumps. This is a cost-effective solution as the applicant would otherwise need to install their own lift station on site. The sanitary sewer that extends south from 1401h Street along the west side of Fenway Avenue will be in a 45 -foot public drainage and utility easement. The main will be publicly owned and maintained by the City of Hugo. Individual services extended from this main will be the responsibility of the owner. 10. Watermain Service is available from the 12 -inch trunk main along the east side of Fenway Avenue. The applicant will be extending an 8 -inch watermain across Fenway Avenue and into the site that will be capable of serving their proposed and future buildings within the site. The Hugo fire department has reviewed the proposed hydrant coverage within the site and feels it meets their requirements. All proposed watermain will be private and be the responsibility of the owner for maintenance. S:I(7—IRJuubaWachelIDEVELOPMENTPROJECTSIRoy MaIho, AdditioaWoy Motho, 2nd AdditianlOutlatAlEng Memo Sch ueters Expansion -041918.doc Ms. Rachel Juba April 19, 2018 Page 3 11. There are three site access points identified at ultimate buildout. Two align with the existing access points on the east side of Fenway Avenue and the third is located near the southern property line and will be used as the egress point for product leaving the site. The proposed access points meet staff's expectations. The northerly access is not proposed to be constructed with the initial phase. We have provided the applicants engineer additional detailed written and redlined plan comments that they are currently working to address. All engineering comments will need to be addressed prior to final approval of plans. 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 cc: Scott Anderson, Public Works Director (email only) Stephanie Hatten, Water Resource Engineer (email only) John Schwieters, Schwieters Properties, LLP (email only) Eli Rupnow, AMI Consulting Engineers (email only) S:I(7—IRJuubaWachelIDEVELOPMENTPROJECTSIRoy MaIho, AdditioaWoy Motho, 2nd AdditianlOutlatAlEng Memo Sch ueters Expansion -041918.doc �� AM ❑nsulting Engineers P. April 10, 2018 Rachel Juba City of Hugo 14669 Fitzgerald Avenue North, Hugo, MN 55038 Re: Schwieters Expansion Project Narrative AMI Project # 171316 Ms. Juba: Summary of Project Need This letter is written in regard to the Schwieters Expansion Project. The Applicant, Schwieters Properties, is a manufacturer of wall components for housing and commercial buildings. The Applicant's goal is to offer developers and builders a turn key framing package. The home building industry is in a labor crisis. The reason many developers and builders can't grow is because building suppliers cannot provide enough onsite framing labor. As a result of this, Schwieters Properties has had to off-load much of its production onto other subcontractors. Additionally, builders face an aging framer population, low career interest from the 18 -30 -year- old demographic, and high turnover throughout the home construction industry. There are simply not enough carpenters in Minnesota to accommodate the need. Schwieters Properties believes a solution to the labor crisis is to move on-site construction activities onto under -roof manufacturing space. Through cutting edge framing methods, such as floor panelization, Schwieters has been able to shift an additional 33% of labor hours into a manufacturing setting. This yields a total of 50% of new building components hours being built inside a manufacturing facility. In order to maintain and expand this method, the Applicant needs to expand their production capabilities and facilities. Logistical, spatial and transportation reasons have led the Applicant to an undeveloped parcel of land that is available adjacent the current Schwieters Properties facility for the proposed expansion. Response to Initial City Feedback The City provided preliminary feedback based on the submittal package dated March 12, 2018. The Applicant has address the submittal package and revised to address the comments. The relevant attached and revised plan sets provided for review include: • Civil • Landscape • Lighting • Architectural The reports that were provided in initial submittal provided for review include: • Wetland Delineation • Stormwater Management 3640 TALMAGE CIR— SUITE 200 PH: (651) 337-9259 VADNAIS HEIGHTS, MN 55110 FAX: (877) 761-7058 A summary of some of the background data for the project are subsequently outlined. Wetland Impacts On Monday, April 2, 2018, the Hugo City Council approved the Wetland Determination. Three wetland areas were identified during the 2016 wetland delineation. There are no proposed impacts to the large wetland complex (Wetland 3) on the western portion of the Site. Wetlands 1 and 2 are described as shallow marsh wetlands. The proposed wetland impacts consist of approximately the entire Wetland 2 (1.14 acres or 49,800 SF) and 0.44 acres or 19,300 SF of wetland area from Wetland 1. Proposed wetland impacts total 69,100 SF or 1.58 acres. The Applicant is proposing mitigation at a 2:1 ratio through the purchase of 138,200 SF or 3.16 acres of wetland credits from Wetland Bank 1522. Parking The parking counts shown throughout all phases of site plans are based upon an anticipated maximum Schwieters' employee count of 50 persons per shift, with a shift overlap potentially requiring parking accommodations for 100 persons. We have also designed the future phases site plans with the understanding that parking would be shared throughout all facilities on the site (with the necessary cross easements) and that parking count minimums required by Hugo's zoning code be met through areas of deferred parking. Our goal in using deferred parking is to demonstrate the ability of the site to accommodate a potential future change in ownership or use which would require additional parking. The deferred parking shown on the site plans indicate areas that could meet required zoning. For the phases shown, the minimum counts required by Hugo's zoning code represent a number far beyond anything that Schwieters will require. Future buildings are proposed to be office warehouse type usage with minimal staffing. Should the intended use change at the time of the future development, the parking capacity and design would be revised to meet that use. Phasing Phase 1 consists of the 144,000 square foot (136,000 SF footprint) combined manufacturing and storage building, the parking lot to the east of the building, raw material storage north of the building, finished product to the south, as well as all storm features and sanitary and water mains and services. Two connections to Fenway Boulevard are proposed at locations deemed to be aligned with the existing accesses or spaced appropriately. Sanitary, water and storm stubs will be placed during Phase 1 to save costs and limit site impact when Phases 2 and 3 occur. Phase 2 consists of a proposed 45,000 square foot storage building on the NW corner of the site. Phase 3 consists of two proposed office/warehouse combination buildings, one each on the NE and SE corners of the site. Please see architectural plans for details on future site phasing. Plan Set Purposes The goals and purposes of the Architectural and Civil plan sets differ and therefore minor differences in the content of the plans exist. The aim of the Civil design and plan set is to design the stormwater treatment facilities on site to have the capacity to treat the maximum possible SCHWIETERS EXPANSION PROJECT NARRATIVE PAGE 2 OF 3 AMI PROJECT # 171316 impervious area that may be introduced to the site at any time or configuration. Sheet C2.0 shows possible building footprints for all phases of the project, subsequently all areas where secondary development will take place are shown by simply outlining the maximum impervious surface that area may contain. The sizing of the stormwater treatment and pretreatment in this manner allows for no necessary additional stormwater design when the remainder of the campus is constructed. In the Civil plan set, impervious is allocated for a potential connection to the future 1401h St N, even though the anticipated phasing does not project a need for that connection. The storm water design is conservative as it pertains to that aspect of the site. Alternatively, the Architectural phasing plans show the intended phasing of the building and timing of anticipated site improvements. Stormwater Design The Stormwater Management Plan was produced using these maximum impervious areas to allow for no additional stormwater area to be added at the time of developing the remainder of the campus. The stormwater shall be corralled with catch basins which are then routed to one of two pretreatment ponds which pretreat the water before releasing it to the filtration and infiltration basins. Water exists the site to the east through a series of pipes before it reaches the existing catch basin on the west side of Fenway Blvd. Site Design The site is designed to optimize Schwieters manufacturing throughput. The raw materials are to be stored on the north side of the 144,000 square foot building. The finished product will exit the building to the south. Trucks will enter the site from the north entrance and exit on the south. Exhibit 4 in the Civil plan set shows a vehicle tracking truck path. An 8 -inch watermain will run north of the building and connect to the 12 -inch main on the east side of Fenway Blvd. The main will have an 8 -inch service running north and south on the east side of the building to allow for fire protection as well as service for any future building on the south side of the site. Sanitary for the site shall be run north to the existing lift station across the gravel road just to the north. Stubs will be provided to allow for connection to utilities for future building construction with minimal impact to the pavement and other improvements. Conclusion If you have any questions or comments please contact me at (651) 428.7265 or elirupnow@amiengineers.com. Respectfully Submitted, Eli Rupnow, PE, LEED AP Project Engineer SCHWIETERS EXPANSION PROJECT NARRATIVE PAGE 3 OF 3 AMI PROJECT # 171316 RESOLUTION 2018 - APPROVING A SITE PLAN FOR SCHWIETERS PROPERTIES, LLP, FOR A MANUFACTURING/WAREOUSE BUILDING AND EXTERIOR STORAGE AREAS ON THE PROPERTY LOCATED AT 13676 FENWAY BOULEVARD NORTH WHEREAS, Schwieters Properties, LLP, requested approval of a site plan for an approximately 144,000 square foot manufacturing/warehouse building and associated exterior storage areas, on property legally described as follows: Outlot A, Roy Molitor 2nd Addition WHEREAS, the Planning Commission has reviewed said site plan on April 26, 2018, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for Schwieters Properties, LLP, for an approximately 144,000 square foot manufacturing/warehouse building and associated exterior storage areas, subject to the following conditions and findings: 1. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant's engineer dated April 20, 2018, shall be addressed. 2. The applicant shall be required to apply for formal site plan approval for all future phases to be considered by the Planning Commission and City Council. 3. Exterior storage of equipment shall be located on a paved surface and screened. 4. The applicant shall meet all conditions listed in the conditional use permits for the exterior storage and campus development. 5. Prior to the installation of any signs, the applicant shall obtain a sign permit. 6. The deferred parking shown on the plan shall be constructed at any time deemed necessary by the City. Prior to the issuance of a building permit: 7. The applicant shall submit a revised landscape plan that meets the City's landscape ordinance requirements to be reviewed and approved by staff. a. The shrubs that are used to screen the exterior storage shall be replaced with coniferous trees. 8. The applicant shall submit a revised lighting plan that meets the City's lighting ordinance to be reviewed and approved by staff. Resolution 2018 - Page 2 9. The applicant shall submit cut sheets for the wall mounted light fixtures to be reviewed and approved by staff. 10. The applicant shall submit fencing details to be reviewed and approved by staff. 11. The applicant shall submit the final building material samples and colors for the building to be reviewed and approved by staff. 12. The internal roof drainage system that shall be integrated into the building design and shall be reviewed and approved by staff. 13. The trash enclosures and wood scrap containers shall be internal to the building or screened with materials consistent with the building material and shall be reviewed and approved by staff. 14. The applicant shall pay $15,000.00 to the City for the upsizing of the lift station on 140x' Street to serve the development. Prior to issuance of a Certificate of Occupancy: 15. The applicant shall restore any part of the Fenway Boulevard Trail that is damaged during construction. 16. All roof top and ground mechanical equipment must be screened from view of adjacent properties. Staff shall perform an inspection when equipment is installed to ensure compliance with City code. 17. All required landscaping shall be fully installed. 18. Drainage and utility easements shall be dedicated to the City over the wetland, stormwater management facilities, and sewer extensions. 19. A maintenance agreement for the stormwater management facilities between the City and the applicant shall be reviewed and approved by the City then recorded against the property prior to the start of grading activities on the site. Resolution 2018 - Page 3 ADOPTED by the City Council this 7t1i day of May, 2018. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2018 - APPROVING A CONDITIONAL USE PERMIT FOR SCHWIETERS PROPERTIES LLP, TO ALLOW EXTERIOR STORAGE ON THE PROPERTY LOCATED AT 13676 FENWAY BOULEVARD NORTH WHEREAS, Schwieters Properties, LLP, requested approval of a conditional use permit to allow an outdoor storage area on the property located at 13676 Fenway Boulevard North, and legally described as follows: Outlot A, Roy Molitor 2nd Addition WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on April 26, 2018, and recommends approval subject to the conditions listed in the conditional use permit. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit for Schwieters Properties, LLP, to allow an outdoor storage area on the property located at 13676 Fenway Boulevard North, subject to the conditions listed in the conditional use permit with the following findings: 1. The use is permissible by law. 2. The spirit and intent of the ordinance is to allow exterior storage larger than the principle building, as long as it's adequately screened from view of adjacent properties. The applicant is proposing to screen the exterior storage areas. Staff is comfortable with the proposed location of the outdoor storage area. Additional landscaping may be required to screen the locations on the east side of the property. 3. The comprehensive plan identifies this property as Business Park (BP). There are residential properties to the north of the building. The character of the area is for the most part industrial. There are buffers of woodland and proposed landscaping between the site and the residential uses. There will be other business park uses that will be developed on the south of the proposed site. It's in staff's opinion that the proposed use is compatible with the character of the area. 4. The property has adequate utilities available to the site. 5. The site has adequate access to Fenway Boulevard and will not generate traffic that will reduce the safety of public roads. 6. The property is not located within a floodplain. 7. The proposed use will not have materials swept downstream. 8. The site is not located adjacent to public waters. Resolution 2018 - Page 2 9. The property is not located within the shoreland overlay district and does not involve watercrafts. 10. The property is not located within the shoreland overlay district. 11. A wetland replacement plan has been reviewed and approved by the Technical Evaluation Panel (TEP) 12. The applicant shall be responsible for all necessary state and local permits. 13. The outdoor storage area is has woodlands on the west side. The applicant is proposing landscaping that will adequately screen the area from the north, east and south sides. Staff is comfortable with the location and the proposed screening methods. ADOPTED by the City Council this 7h day of May, 2018 Tom Wiedt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2018 - APPROVING A CONDITIONAL USE PERMIT FOR SCHWIETERS PROPERTIES LLP, TO ALLOW A CAMPUS DEVELOPMENT ON THE PROPERTY LOCATED AT 13676 FENWAY BOULEVARD NORTH WHEREAS, Schwieters Properties, LLP, requested approval of a conditional use permit to allow a campus development on the property located at 13676 Fenway Boulevard North, and legally described as follows: Outlot A, Roy Molitor 2nd Addition WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on April 26, 2018, and recommends approval subject to the conditions listed in the conditional use permit. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit for Schwieters Properties, LLP, to allow a campus development on the property located at 13676 Fenway Boulevard North, subject to the conditions listed in the conditional use permit with the following findings: 1. Campus developments are allowed in the Business Park (BP) zoning district with a CUP. The use is permissible by law. 2. The proposed use is consistent with the Business Park (BP) zoning of the property. 3. The proposed campus development would be compatible with the City's Comprehensive Plan and the character of the area. The campus development allows for a more efficient use of the property with shared access, parking, circulation, and stormwater managment. 4. The site has adequate facilities to serve the campus development, including shared stormwater management and access to municipal sewer and water. 5. The site has adequate access to Fenway Boulevard and will not generate traffic that will reduce the safety of public roads. 6. The property is not located within a floodplain. 7. The proposed use will not have materials swept downstream. 8. The site is not located adjacent to public waters. 9. The property is not located within the shoreland overlay district and does not involve watercrafts. 10. The property is not located within the shoreland overlay district. Resolution 2011-50 Page 2 11. A wetland replacement plan has been reviewed and approved by the Technical Evaluation Panel (TEP) 12. The applicant shall be responsible for all necessary state and local permits. 13. The outdoor storage area is has woodlands on the west side. The applicant is proposing landscaping that will adequately screen the area from the north, east and south sides. Staff is comfortable with the location and the proposed screening methods. ADOPTED by the City Council this 7t1i day of May, 2018 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk ORDINANCE 2018 - AN ORDINANCE AMENDING CHAPTER 90, ARTICLE II, SECTION 90-106, BUSINESS PARK (BP) THE CITY OF HUGO ORDAINS: Section 1. The City Council of the City of Hugo does hereby amend Chapter 90, Article II, to section 90-106 BUSINESS PARK (BP) state the following: Sec. 90-106 Business Park (BP) (d) (6) Exterior storage, provided the storage area is completely screened from public rights-of-way and residentially zoned property by an intervening building, berm, solid - wall wood fence, or landscape plantings. The screening shall be to a minimum height of six feet or a height sufficient to screen the outside storage. Raw materials will only be allowed provided the material does not produce noxious fumes, obnoxious products, byproducts or wastes, or creates other objectionable impact on the environment or on nearby property. Section 2. Severability. In the event that a court of competent jurisdiction adjudges any part of this Ordinance to be invalid, such judgment shall not affect any other provision of this Ordinance not specifically included with that judgment. Section 3. Effective Date. This amendment shall take effect upon its passage and publication. ADOPTED BY THE HUGO CITY COUNCIL ON MAY 7, 2018 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: OWNER: Schwieters Properties, LLP 13925 Fenway Boulevard North Hugo, MN 55038 ADDRESS FOR WHICH CUP IS GRANTED: 13676 Fenway Boulevard North LEGAL DESCRIPTION: See Exhibit A ZONING DISTRICT: Business Park (BP) THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: An exterior storage area for raw wood materials and finished wood product. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The development shall comply with the comments in the Engineer's memo dated April 20, 2018. 2. The development shall comply with the site plan submitted on April 10, 2018, and approved by the City Council on May 7, 2018, subject to the conditions listed in the approving resolutions for the site plan and conditional use permits. 3. The property shall comply with (Exhibit B). 4. All exterior storage shall be screened from view from adjacent properties and right of ways. Staff shall review and approve the fencing and landscape plan. 5. Exterior storage of equipment shall be located on a paved surface. 6. The fire department shall review and approve the exterior storage layout for fire protection. 7. The height of the exterior storage shall not exceed 10 feet tall. Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2018, before me, a Notary Public, personally appeared Tom Weidt, Mayor of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public Dated: , 2017. Title STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2018, before me, a Notary Public within and for said County, personally appeared , to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: OWNER: Schwieters Properties, LLP 13925 Fenway Boulevard North Hugo, MN 55038 ADDRESS FOR WHICH CUP IS GRANTED: 13676 Fenway Boulevard North LEGAL DESCRIPTION: See Exhibit A ZONING DISTRICT: Business Park (BP) THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: A campus development to allow multiple buildings on one parcel. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The development shall comply with the comments in the Engineer's memo dated April 20, 2018. 2. The development shall comply with the site plan submitted on April 10, 2018, and approved by the City Council on May 7, 2018, subject to the conditions listed in the approving resolutions for the site plan and conditional use permits. 3. The property shall comply with (Exhibit B). 4. The applicant shall be required to apply for formal site plan approval for all phases to be considered by the Planning Commission and approve by the City Council. 5. The building architecture, materials, and colors shall be compatible for all building located on the property. 6. All exterior storage shall be screened from view from adjacent properties and right of ways. Staff shall review and approve the fencing and landscape plan. 7. Exterior storage of equipment shall be located on a paved surface. Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2018, before me, a Notary Public, personally appeared Tom Weidt, Mayor of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public Dated: , 2017. Title STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2018, before me, a Notary Public within and for said County, personally appeared , to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 O VICINITY MAP 0 c L35� ;t PLAN ABBREVIATIONS: NOT ALL ABBREVIATIONS SHOWN ARE USED IN THIS PROJECT ■ ■ PROPERTY LINE b FINISH FLOOR ELEVATION �a �a SETBACK LINE WO WALKOUT ELEVATION SITF I OCATION Fenn�dry9 v S(; i VVIEE7rF.FtS EXP ANS ()14 SCHWIETERS PROPERTIES, LLP b C'9 v n ra F Hugo °f F g9 (&kP NON m W PLAN LEGEND: PLAN ABBREVIATIONS: NOT ALL ABBREVIATIONS SHOWN ARE USED IN THIS PROJECT ■ ■ PROPERTY LINE FFE FINISH FLOOR ELEVATION �a �a SETBACK LINE WO WALKOUT ELEVATION STORM APRON RIGHT OF WAY LINE LO LOOKOUT ELEVATION FIRE HYDRANT RETAINING WALL ME MATCH EXISTING ELEVATION LIGHT POLE EXISTING BUILDING GB GRADE BREAK GAS METER PROPOSED BUILDING TW TOP OF WALL ELEVATION x FENCE BW BOTTOM OF WALL ELEVATION SIGN EXISTING STORM GB GRADE BREAK « PROPOSED STORM EOF EMERGENCY OVERFLOW ELEVATION «--- PROPOSED DRAINTILE HWL HIGH WATER LEVEL < EXISTING SANITARY NWL NORMAL WATER LEVEL < PROPOSED SANITARY RIM RIM ELEVATION EXISTING WATERMAIN INV INVERT ELEVATION LLJ PROPOSED WATERMAIN DIP DUCTILE IRON PIPE EXISTING OVERHEAD UTILITY RCP REINFORCED CONCRETE PIPE FIBB EXISTING FIBEROPTIC PVC POLYVINYL CHLORIDE PIPE EL EC EXISTING UNDERGROUND ELECTRIC HDPE HIGH DENSITY POLYETHYLENE PIPE GAS EXISTING UNDERGROUND GAS PERF PE PERFORATED PIPE 895 EXISTING MAJOR CONTOUR LF LINEAR FEET — 895 — PROPOSED MAJOR CONTOUR CY CUBIC YARD — —892— EXISTING MINOR CONTOUR SF SQUARE FOOTAGE — 892 PROPOSED MINOR CONTOUR STA STATION W 0 SILT FENCE F&I FURNISH AND INSTALL . . BIOROLL LOG AR AS REQUIRED UAI USE AS—IS TYP TYPICAL R RADIUS w Q NTS NOT TO SCALE ROW RIGHT OF WAY 0 GOVERNING SPECIFICATIONS THE 2017 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CURRENT VERSION OF THE CITY OF HUGO STANDARD CONSTRUCTION SPECIFICATIONS SHALL GOVERN. 1371h 51 N RFNnFRINC. PLAN SYMBOLS: NOT ALL PLAN SYMBOLS SHOWN ARE USED IN THIS PROJECT TITLE SHEET SANITARY MANHOLE m SANITARY CLEANOUT ® STORM MANHOLE ® STORM CATCH BASIN UTILITY PLAN STORM APRON N WATER VALVE Y, FIRE HYDRANT }, Qw POWER POLE 0, LIGHT POLE �— FLAG POLE Gm GAS METER EM <LLura — Z ELECTRIC METER Me MAIL BOX U,,<=) w SIGN �e SB SOIL BORING LOCATION 0.0% _ SLOPE (E)__SPOT ELEVATION 14 PARKING STALL COUNT A , INLET PROTECTION 00 o HUGO, MN PLAN HATCHES: NOT ALL HATCHES SHOWN ARE USED IN THIS PROJECT BITUMINOUS PAVEMENT CONCRETE a a RIPRAP WETLAND EROSION CONTROL BLANKET m m m SOD T m + + + + MULCH ROCK CONSTRUCTION ENTRANCE S SHEET INDEX CIVIL ` 2. s �, ±rte T1.0 TITLE SHEET C1.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.0-2.3 SITE PLAN C3.0 -C3.2 GRADING PLAN C4.0 -C4.5 UTILITY PLAN C5.0-05.1 STORMWATER MANAGEMENT PLAN C6.0 -C6.2 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) OWNER OWNER CONTACT SCHWIETERS PROPERTIES, LLP JOHN SCHWIETERS JOHN@JLSCHWIETERS.COM 13925 FENWAY AVE N HUGO, MN 55038 651.762.1110 DESIGN TEAM CIVIL ENGINEER AMI CONSULTING ENGINEERS, P.A. ELI RUPNOW, PE, LEED AP ELI.RUPNOW@AMIENGINEERS.COM 3640 TALMAGE CIR. SUITE 200 VADNAIS HEIGHTS, MN 55110 651.337.9259 SURVEYOR SUNDE LAND SURVEYING, LLC ARLEE CARLSON ARLEE@SUNDE.COM 9001 E BLOOMINGTON FWY #118 BLOOMINGTON, MN 55420 952.881.2455 ARCHITECT 292 DESIGN GROUP MARK WENTZELL MWENTZEL@292DESIGNGROUP.COM 3533 E LAKE ST, MINNEAPOLIS, MN 55406 612.767.3773 Know what's below. Call before you dig. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PROVIDED BY THE UTILITY OWNER, ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING CONSTRUCTION PER STATE LAW. 0 N Q = E • CD o U W cn = L w N Z nL W Z to 0 c: Z 0 / LU U oC LU Ln _O V' N i= }, Qw w m Z) cn QmN � ~ri p o Lr) U ( 1O m Z � w O = <LLura — Z v LL � ❑ z U,,<=) w Nw<w < r~ "' \ w vJ�� wi Lu = Z H =� <- o I- < Z w <w 0C) W r LL_ > w w Ll � d LL LU LU 2w O � � w iu O O J W Q o m LLJ Z 0 IL 00�U W 0 LU w Q 0 Z � 0 w Q Z ~ Q w Q Q_ Q_ z >G 0 F_ w Q_ oo —_ C7 w LJ w _ w j w p � Q U = m cn JOB No: 171316 DATE: 04/10/2018 DRAWN BY: cio DESIGNED BY: ECR SHEET: Tl,,O Q z 0 w z 0 U Q 0 U O E E N W A Y P L A C E EXISTING LIFT STATION SAN MH EXISTING SAN MH RIM: 924.65 INV OUT: 907.31 RIM: 924.42 54 BOT: 899.31 - INV OUT: 907.08 / 224.1 13 / /-moi AWL / / 1 40 TH STREET N �U TURE 0 D- L XTETN 0/V 1z_ ' 929 NONNI- ! ! ! / / / I I / CID / o> � 9281 /- \ '.^J 1rD i NO J r F / v' 0 d/S 0) IA / / °jryry / / / / j 9�M I F/ � F /^� // / J / F F F 3 I I I I I I 1SB(2-13 / I k t \ I �N 00�/� W F ET LF' F AN D t 1 t SB 0" I/ // 42,715 ' SFR t I I 14 / \ / F t 0.98 A� RES ( F / �F 1,,2��1 I ��II I F I O O r O1 d I I / / \ N I I S F FW IF I 0) I I 1 1 I w M I C-4 I \ I I I 1 1 I SIB 1 / S15 ';0I 2\ 1 1 IFSI I I � IN N > � N \\ I \ I I I 0,N °' 0) c N I I I \ I � M O) � I I I I _ . Q� SB/ 24 / I I 1 I \ 1 SB 22 / SB 3 \ \ \ / \ 19 / 'ie SB4�\ \ \ ! ! I I III / / / / WETtD2 x49,792 l ) ACRES _41.14I I �e�B 2 1 I I IJ N N rn rn oNi rn EXISTING r RMT 929. 1 58 INV: 925.65 Q� SB 7 00 ' I' 'ONit O I I I I I !Itltl��! O rn IT 2S S 1 / / EXISTIN oNi / CATCH B 1 RM99.7 3: SB 18 INV: 925.4 0) oC" OcV co k k / 0)I (/til{/ SB 15 Ivy rn \_ \ t t I rn \ ' / 1 PROPER Y LINE / DRAINAGE- & T �EF FOO_ -M-QL TOR SECOND ADDITION/ \ 7 3RD ADD N 60 120 SCALE IN FEET - OHE 2-3- L 930.43 WV EXISTING SITE DEMOLITION LEGEND: SAN MH 4 07 RIM: 931.19 27 INV: 923.59 L WV SAWCUT CURB REMOVAL I` I PAVEMENT REMOVAL EX STING CA CH BASIN RIM': 930.23 WETLAND FILL IN :926.10 SOIL BORING LOCATION F_ `I KEY NOTES N 1❑ REMOVE BITUMINOUS PAVEMENT v 0 I `I ❑2 REMOVE CONCRETE CURB AND GUTTER 0 REMOVE LIGHT POLE AND APPURTENANCES. SEE ELECTRICAL PLANS FOR J) - DETAILS. m I I v \ ; �4 REMOVE PAVEMENT AND CURB AND GUTTER FOR UTILITY INSTALLATION. I REPLACE PAVEMENT AND CURB IN KIND PER CITY STANDARDS. E5 PROTECT EXISTING UTILITIES TO REMAIN w / � V � E ISTI G �n C TCH BASIN II II RIM:9 1.12 r /FIN 92 .15 v I I I I 1 I \ I U RIM: 929�148 J INV: 923 78 v EXI TIN / CA CH 3ASIN _ 39 923. 1 \ O - V > I \ m EXISTING I \ SAN MH I \ \ Q 'IM: 932.18 INV: 923.0 8Ld � \ Z GENERAL SITE DEMOLITION AND CLEARING NOTES: 1. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR PROTECTING EXISTING SITE FEATURES (STRUCTURES, CURBS, WALKS, PAVEMENTS, UTILITIES, SIGNAGE, FENCES, ETC.) WHICH ARE TO REMAIN. REPAIR OR REPLACE, TO OWNER'S SATISFACTION, ANY DAMAGE TO EXISTING PROPERTY OR SITE FEATURES WHICH ARE TO REMAIN, AT NO ADDITIONAL COST. 2. COORDINATE DISRUPTION OF UTILITY SERVICES WITH THE OWNER'S PROJECT REPRESENTATIVE AND UTILITY OWNER, PUBLIC OR PRIVATE. CONTRACTOR TO PROVIDE TEMPORARY UTILITIES AS NECESSARY TO MAINTAIN BUILDING SERVICES. 3. THE OWNER'S ACTIVITIES MAY CONTINUE ON THE SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH THE OWNER. 4. CONTRACTOR TO PROVIDE AND MAINTAIN FOR TEMPORARY FENCING AND PROTECTION REQUIREMENTS TO PROTECT PEDESTRIANS, VEHICLES, AND COMPLETED WORK FROM HARM/DAMAGE 5. PRIOR TO START OF ANY WORK, ALL EROSION AND SEDIMENT CONTROL PROTECTION MEASURES SHALL BE IN PLACE. SEE EROSION CONTROL PLAN OR SWPPP FOR DETAILS. 6. CONTRACTOR SHALL PRESERVE ALL VEGETATION NOT TO BE REMOVED BY CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR RE -SEEDING OR SODDING AREAS DISTURBED BY CONSTRUCTION. 7. CLEARLY IDENTIFY AND LABEL EACH TREE THAT IS TO REMAIN PRIOR TO STARTING SITE CLEARING. CONTACT OWNER'S PROJECT REPRESENTATIVE FOR SITE INSPECTION AFTER ALL "TO REMAIN" TREES HAVE BEEN IDENTIFIED. TREES THAT ARE TO BE PROTECTED SHALL HAVE TEMPORARY FENCING PLACED AT THE DRIP LINE AROUND EACH TREE. 8. STOCKPILE TOPSOIL FOR REUSE ON SITE. VERIFY THE STRIPPED TOPSOIL MEETS SPECIFICATIONS FOR THE PROPOSED USE. VERIFY THE AMOUNT OF TOPSOIL NEEDED AND REMOVE EXCESS FROM SITE. 9. ALL MATERIAL REMOVED SHALL BE DISPOSED OF OFF-SITE AND IN A LEGAL MANNER. 10. MATERIAL TO BE SALVAGED FOR REUSE BY OWNER SHALL BE REMOVED UNDAMAGED IN USABLE CONDITION. TEMPORARY PROTECTED STORAGE ON-SITE MAY BE REQUIRED. 11. ON-SITE BROKERAGE OF MATERIALS SALVAGED BY CONTRACTOR FROM MATERIALS TO BE REMOVED IS NOT PERMITTED WITHOUT PRIOR OWNER APPROVAL. 12. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET (OR AVOIDED) SHALL BE CONFIRMED BY THE CONTRACTOR THROUGH FIELD EXPLORATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPORT TO THE ENGINEER ANY DISCREPANCIES BETWEEN THEIR MEASUREMENTS AND THESE PLANS. CONTRACTOR SHALL ALSO MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES, CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. a(D o U LU W (D i N tUo > 0 LU = m U I aA W M o_ Q rn w _ a (A < m cn QmN H p o L, U 1O M Z r w U p � w F��pZ ¢_ �0: QNw¢w� ,[\\ J r N \ LU CL Z Nps Z �) _< F -Q Z O w Q w 0 F_ m > L LU CL CL F- O LU U wwLU OoJ¢O w Q < N � CC) Lu z O P IL V) L3 0 Lu Q 0 Z � O W Q � Z r,v W Q Q LU r Z O 0 0 I LU Cli = 0 W LU Q W W LU � � Q U = m U JOB No: 171316 DATE: 04/10/018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: c 1 • O WL - WL --- WL WL F F / 25 7 ! -jMH-00 L N` ! I �- » » F F oo �� F ' M.6 t z t I F r z i F FILTRATION BASIN o I' t ' z � k 1 ! � k ! k F \ k k 39.1 » 1M t r k k � k » � J ! ! MATCHLINI' 18.7 k k ! ! ! k k k q J ! f f ! 95.3 F F F F ! F f J z IF I � � t k F � I IFS I k k U) I z F f f � I F = O 0 t F t F k � k F g yy�W��V„ r r I k L k k O f } LL � o PRETREATMENT f f POND t t t J i F F z z J 0 » F » F » F 1 F » F » » » » t k » » » F F 95.6 k k k k k F F F F F » F » F » F t ! F ! » F » F » F t ! F ! t t t » ! n» » k » k » » k k F LAE 140TH STREET NFU TURF ROAD EXTENSION FUTURE BITUMINOUS FUTURE 200'X 45,000 SIF SF ROOF S 0 0 V 0 `JJ 100-HWL 100-HWL 100-HWL 100-HWL o� "01, k O o �� I INFILTRATION BASIN F F F WETLAND LINED PRETREATMENT 7_ ! CD POND z ?`- ! ! k k » r O �t F F F F F = r e e ! ! ! � � F F F F F ! ! WL F k I WL WL k4 W1 _ _1AAQ-nni _ _ 7MH-001 FUTURE BITUMINOUS IjOWN7/1 ACCESSIBLE PARKING STALL (SEE DETAIL 239) ' FUTURE �./ 17 11 SIF IMPERVIOUS/PERVIOUS AREA / 1 BOLLARD ROOF 14 rz FLOOD ZONE CLASSIFCATION Niz CONCRETE CURB AND GUTTER (SEE DETAIL 210) 10 E 156.0 5 -32.0- I I ® � 3 El F .. - 116.5 2 / © 10.0 .d MANUFACTURING FACILITYEl 77773 240'X 570' - 1 18.9 136,000 SIF • 2 3 111.4 1-1 �9 ,9 B © 0.0 32 C 266.5 _ O ® ® Z J m eA Q 2 9 Z .�% 5 W 32.0 10.0 PROPERTY LINE 10.0 N 60 120 SCALE IN FEET CIVIL SITE LEGEND: f� ACCESSIBLE PARKING STALL (SEE DETAIL 239) 30.44 AC (1,325,956 SF) �./ SIGN IMPERVIOUS/PERVIOUS AREA o BOLLARD CENTRAL BUSINESS 14 PARKING STALL COUNT FLOOD ZONE CLASSIFCATION X CONCRETE CURB AND GUTTER (SEE DETAIL 210) uJ _O V' fV i= TIP -OUT CURB AND GUTTER m = ' cn QmN RETAINING WALL (SEE DETAIL 280) p CD Ln U k.0 1O ACCESSIBLE ROUTE r Z w O = PEDESTRIAN CROSSING PAVEMENT MARKING (SEE DETAIL 238) v TRAFFIC ARROW PAVEMENT MARKING (SEE DETAIL 252) U" Q = BITUMINOUS PAVEMENT (SEE DETAIL 200) V)0<L V N L, Q w '(\ Q c, ~ N w HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL 202) om z NLu ce ~ Q Z O CONCRETE (SIDEWALK OR PAVEMENT) (SEE DETAIL 204) a a ° a SOIL BORING 100-HWL 100 -YEAR HIGH WATER LEVEL C) www W9�UQ O o J NWL NORMAL WATER LEVEL Uj FENCE (SEE DETAIL 290) 0 0 o SITE DATA SITE/PARCEL SIZE 30.44 AC (1,325,956 SF) BUILDING AREA 198,500 SF (15% COVERAGE) IMPERVIOUS/PERVIOUS AREA 13.83 AC/17.42 AC LAND USE CLASSIFICATION CENTRAL BUSINESS CURRENT ZONING C-1 FLOOD ZONE CLASSIFCATION X KEY NOTES ❑1 HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL 202) ❑2 BITUMINOUS PAVEMENT (SEE DETAIL 200) ❑3 CONCRETE SIDEWALK (SEE DETAIL 204) E4 B612 CONCRETE CURB AND GUTTER (SEE DETAIL 210) ❑5 ENTRANCE APRON (SEE DETAIL 222) © ACCESSIBLE STALL SIGN (SEE DETAIL 241) ❑7 STOP SIGN (SEE DETAIL 243) ® CONCRETE BOLLARD (SEE DETAIL 247) �g MONUMENT SIGN. SEE ARCHITECTURAL 10 PROPOSED BUILDING. SEE ARCHITECTURAL FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, DOORS, RAMPS, TRUCK DOCKS AND PRECISE BUILDING DIMENSIONS. SEE ARCHITECTURAL AND STRUCTURAL FOR STOOPS. GENERAL NOTES: 1. CIVIL PLANS SHOW MAXIMUM IMPERVIOUS COVERAGE TO ALLOW DESIGNING STORMWATER MANAGEMENT FOR WORST CASE SCENARIO. SEE ARCHITECTURAL FOR PHASING AND FUTURE BUILDING SIZES AND USES. 2. SEE CITY OF HUGO GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION FOR ALL PROJECT CONSTRUCTION. 3. ALL BUILDINGS MUST MEET CITY CODE SECTION 90-272 COMMERCIAL AND INDUSTRIAL CONSTRUCTION STANDARDS AND THE COMMERCIAL AND INDUSTRIAL DESIGN GUIDELINES. PARKING DATA BUILDING TYPE REQUIRED NO. OF STALLS COMPACT/STANDARD/ADA/(TOTAL) EXISTING NO. OF STALLS, COMPACT/STANDARD/ADA/(TOTAL) PROPOSED NO. OF STALLS, COMPACT/STANDARD/ADA/(TOTAL) VARIES SEE ARCHITECTURAL 10/0/0/0 SEE ARCHITECTURAL PARKING STALL SIZE REQUIREMENTS: 9' x 18', 24' DRIVE AISLE GENERAL GEOMETRIC AND PAVING NOTES: 1. SITE DIMENSIONS SHOWN ON THIS PLAN SHALL BE USED FOR ALL LAYOUT WORK. CHECK ALL PLAN AND DETAIL DIMENSIONS. BUILDING AND SITE IMPROVEMENTS SHALL BE LAID OUT ON SITE BY A REGISTERED LAND SURVEYOR, OR A LICENSED ENGINEER. 2. REFER TO ARCHITECTURAL PLANS FOR BUILDING LAYOUT, EXACT LOCATION AND DIMENSIONS OF STOOPS/EXITS, RAMPS AND TRUCK DOCKS AND PRECISE BUILDING DIMENSIONS. 3. REFER TO SITE DEMOLITION PLAN FOR LIMITS OF PAVEMENT REMOVAL, IF APPLICABLE. 4. ALL PAVING DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS NOTED OTHERWISE. THE FLOW LINE OF CURB IS ASSUMED TO BE 8 INCHES FROM THE BACK OF CURB. 5. MEET REQUIREMENTS OF LOCAL GOVERNING AUTHORITY FOR WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING TEMPORARY TRAFFIC CONTROL. A TRAFFIC CONTROL PLAN SHALL BE PROVIDED AND APPROVED BY THE CITY PRIOR TO BEGINNING WORK IN THE RIGHT OF WAY. 6. ALL SIDEWALKS SHALL HAVE POSITIVE SLOPE AWAY FROM THE BUILDING. THE MAXIMUM CROSS SLOPE SHALL BE 2.0% AND THE MAXIMUM LONGITUDINAL SLOPE SHALL BE 5.0% UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 7. NO SLOPE IN ANY DIRECTION SHALL EXCEED 2% IN ACCESSIBLE PARKING AND LOADING AREAS. 8. MATCH NEW AND EXISTING PAVEMENT SURFACES, SIDEWALKS AND CURBS AT SAWCUT LINES, ALLOWING NO PONDING OF WATER AT JOINTS. PROVIDE SMOOTH GRADE TRANSITION ACROSS NEW AND EXISTING JOINTS. 9. ALLOW MINIMUM OF SEVEN DAYS CURE FOR CURB AND GUTTER PRIOR TO PAVING. 10. ALLOW MINIMUM OF 24 HOUR COOLING PRIOR TO ALLOWING TRAFFIC ON BITUMINOUS PAVING. 11. PROVIDE 4' TRANSITION OF B618 CURB AND GUTTER EITHER SIDE OF RECTANGULAR CATCH BASINS TO MATCH WIDTH OF CASTING. Know what's below. 0111 before you dig. SIGNAGE AND MARKING NOTES: 1. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE MN MUTCD, CURRENT VERSION. 2. SEE REGULATORY SIGN DETAIL FOR SIGN AND POST DETAILS AND SIGN DESIGNATION AND SIZE INFORMATION. 3. ACCESSIBLE PARKING SIGNS SHALL BE PER MINNESOTA MUTCD SIGN R7 -8M, VAN ACCESSIBLE PARKING SIGNS PER R7 -813P WHERE INDICATED AS "VAN". SEE ACCESSIBLE SIGN AND POST DETAIL. 4. PROVIDE 4" WIDE SOLID WHITE STRIPING IN PARKING AREAS, UNLESS NOTED OTHERWISE. 5. PROVIDE PAVEMENT MARKINGS AND PAINT SYMBOLS AT ACCESSIBLE PARKING SPACES PER MN MUTCD, ADA AND LOCAL CODE. r STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. 0 a=NE • cD o U W (n = L LTJ N Z Ztxo •=; 0 LU U oC uJ _O V' fV i= },Q M LTJ _ a- m = ' cn QmN p CD Ln U k.0 1O m r Z w O = 'o Qw r - UZ w 0 v L = Q Z U" Q = V)0<L V N L, Q w '(\ Q c, ~ N w m cL om z NLu ce ~ Q Z O w Q w 0 r _w Lu > w Lu � CL O Lu C) www W9�UQ O o J W Q � z Uj Q r m LU z O IL U V) w D Lu LIJ Q 0 r Z � '0 w_ Q r Z ~ Q w Q pLU Z a cn r^ �z O r ^/ 1� '^ LLJ I�LJ = W LU Q V% j w w C) � Q U = m U cn JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: EOF.- 1 )M N 9 J z 2 kTION BASIN o z I IF � J I O i O it If S N WL 0p HWL 9.1 r 7 MATCHLINE 19! 1: I I I 1 I 14 n TIl 1�' TRFF T lel Fl / Tl /RF RO.4 n FX TFA11'70Al N 40 80 CIVIL SITE LEGEND: KEY NOTES SCALE IN FEET ACCESSIBLE PARKING STALL (SEE DETAIL 239) v �1 HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL 202) SIGN ❑2 BITUMINOUS PAVEMENT (SEE DETAIL 200) BOLLARD M3 CONCRETE SIDEWALK (SEE DETAIL 204) 14 PARKING STALL COUNT 4 B612 CONCRETE CURB AND GUTTER (SEE DETAIL 210) CONCRETE CURB AND GUTTER (SEE DETAIL 210) �5 ENTRANCE APRON (SEE DETAIL 222) TIP -OUT CURB AND GUTTER ❑6 ACCESSIBLE STALL SIGN (SEE DETAIL 241) RETAINING WALL (SEE DETAIL 280) ❑7 STOP SIGN (SEE DETAIL 243) ACCESSIBLE ROUTE 8] CONCRETE BOLLARD (SEE DETAIL 247) PEDESTRIAN CROSSING PAVEMENT MARKING (SEE DETAIL 238) 29 MONUMENT SIGN. SEE ARCHITECTURAL 10 PROPOSED BUILDING. SEE ARCHITECTURAL FOR EXACT LOCATIONS AND TRAFFIC ARROW PAVEMENT MARKING (SEE DETAIL 252) DIMENSIONS OF VESTIBULES, DOORS, RAMPS, TRUCK DOCKS AND PRECISE BUILDING DIMENSIONS. SEE ARCHITECTURAL AND STRUCTURAL FOR STOOPS. BITUMINOUS PAVEMENT (SEE DETAIL 200) STATE LAW: 48 HOURS BEFORE EXCAVATING OR HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL 202) , DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES ® UTILITY OWNED LINES BUT NOT PRIVATE LINES. a CONCRETE (SIDEWALK OR PAVEMENT) (SEE DETAIL 204) THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN SOIL BORING INDEPENDENTLY VERIFIED, THE EXACT LOCATION OF ALL Know what's below. UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED 100-HWL 100 -YEAR HIGH WATER LEVEL Call before you dig. BEFORE COMMENCING WORK. NWL NORMAL WATER LEVEL FENCE (SEE DETAIL 290) N € J Q = E -(D o U W = unL w N CU z nL �✓ Z Z ' Q O . E W CC ra U 01)0 )M N 9 J z 2 kTION BASIN o z I IF � J I O i O it If S N WL 0p HWL 9.1 r 7 MATCHLINE 19! 1: I I I 1 I 14 n TIl 1�' TRFF T lel Fl / Tl /RF RO.4 n FX TFA11'70Al N 40 80 CIVIL SITE LEGEND: KEY NOTES SCALE IN FEET ACCESSIBLE PARKING STALL (SEE DETAIL 239) v �1 HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL 202) SIGN ❑2 BITUMINOUS PAVEMENT (SEE DETAIL 200) BOLLARD M3 CONCRETE SIDEWALK (SEE DETAIL 204) 14 PARKING STALL COUNT 4 B612 CONCRETE CURB AND GUTTER (SEE DETAIL 210) CONCRETE CURB AND GUTTER (SEE DETAIL 210) �5 ENTRANCE APRON (SEE DETAIL 222) TIP -OUT CURB AND GUTTER ❑6 ACCESSIBLE STALL SIGN (SEE DETAIL 241) RETAINING WALL (SEE DETAIL 280) ❑7 STOP SIGN (SEE DETAIL 243) ACCESSIBLE ROUTE 8] CONCRETE BOLLARD (SEE DETAIL 247) PEDESTRIAN CROSSING PAVEMENT MARKING (SEE DETAIL 238) 29 MONUMENT SIGN. SEE ARCHITECTURAL 10 PROPOSED BUILDING. SEE ARCHITECTURAL FOR EXACT LOCATIONS AND TRAFFIC ARROW PAVEMENT MARKING (SEE DETAIL 252) DIMENSIONS OF VESTIBULES, DOORS, RAMPS, TRUCK DOCKS AND PRECISE BUILDING DIMENSIONS. SEE ARCHITECTURAL AND STRUCTURAL FOR STOOPS. BITUMINOUS PAVEMENT (SEE DETAIL 200) STATE LAW: 48 HOURS BEFORE EXCAVATING OR HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL 202) , DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES ® UTILITY OWNED LINES BUT NOT PRIVATE LINES. a CONCRETE (SIDEWALK OR PAVEMENT) (SEE DETAIL 204) THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN SOIL BORING INDEPENDENTLY VERIFIED, THE EXACT LOCATION OF ALL Know what's below. UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED 100-HWL 100 -YEAR HIGH WATER LEVEL Call before you dig. BEFORE COMMENCING WORK. NWL NORMAL WATER LEVEL FENCE (SEE DETAIL 290) N Q = E -(D o U W = unL w N CU z nL �✓ Z Z ' Q O . E W CC ra U 01)0 LU Ln E— (D cV or_ a --+Q M w _ a- (A wr�nV) =3 ' cn QmN p o U.) U 'c* 10 m r z w O ='0 VU Q ? w Z. v p U� Q X- 0< N W Q w Q r ~ N < w m N in ~ zLU C O \ ~ Q Z LL Q W O H r } _ W H � W W � LL CL O LU U LU LU �g�UQ :mm) O o J WW Q < Uj � h Q � co m LU o- z O IL U L3 L3 0 W Q r Z � O vi Z ~ J Q w Q X n z Z w p a = 0 O z �w n O W_ cn U, Z tz: cn Z w w Q j w w p = m U Q U JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: C2,,i MATCHLINE O N 40 80 SCALE IN FEET CIVIL SITE LEGEND: (� ACCESSIBLE PARKING STALL (SEE DETAIL 239) 0 �•/ SIGN • cD o U 0 BOLLARD z 14 PARKING STALL COUNT LU CONCRETE CURB AND GUTTER (SEE DETAIL 210) LU O Ln _ (D fV i= TIP -OUT CURB AND GUTTER wrrnZ) ' cn QmN RETAINING WALL (SEE DETAIL 280) p o Lr) U,,:t 10 ACCESSIBLE ROUTE r Z w O = PEDESTRIAN CROSSING PAVEMENT MARKING (SEE DETAIL 238) v TRAFFIC ARROW PAVEMENT MARKING (SEE DETAIL 252) U 0 ¢= BITUMINOUS PAVEMENT (SEE DETAIL 200) �0<L \\\ V N w Q w Q r ~ N < w HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL 202) LU h L ~ Z < O~ Q Z CONCRETE (SIDEWALK OR PAVEMENT) (SEE DETAIL 204) a SOIL BORING 100-HWL 100 -YEAR HIGH WATER LEVEL U wwLU :mm) O o J NWL NORMAL WATER LEVEL KEY NOTES ❑1 HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL 202) ❑2 BITUMINOUS PAVEMENT (SEE DETAIL 200) ❑3 CONCRETE SIDEWALK (SEE DETAIL 204) [4 B612 CONCRETE CURB AND GUTTER (SEE DETAIL 210) F5 ENTRANCE APRON (SEE DETAIL 222) © ACCESSIBLE STALL SIGN (SEE DETAIL 241) ❑7 STOP SIGN (SEE DETAIL 243) ® CONCRETE BOLLARD (SEE DETAIL 247) ❑g MONUMENT SIGN, SEE ARCHITECTURAL 10 PROPOSED BUILDING. SEE ARCHITECTURAL FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, DOORS, RAMPS, TRUCK DOCKS AND PRECISE BUILDING DIMENSIONS. SEE ARCHITECTURAL AND STRUCTURAL FOR STOOPS. Know what's below. Call before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N 0 Q = E • cD o U W L w N z z 0 cz Q 0 LU U oC ° � LU O Ln _ (D fV i= }, Qo)w wrrnZ) ' cn QmN � ~ri p o Lr) U,,:t 10 m r Z w O = '0 10 Q w r U p w v �0Z U 0 ¢= �0<L \\\ V N w Q w Q r ~ N < w m CL LU h L ~ Z < O~ Q Z w Q w O F- a LU w LU CL w CO LU U wwLU :mm) O o J wW Q < � h Q � r m w Z O IL U V) w D LU w Q 0 r Z � 0 vi Z ~ Q w Q Qz >< 0LU rv� (:)z O n cn w O _ LU C/i J -=) U, = tz: cn cn w w Q j w w C) m U Q = U cn JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: 0 1.5" WEAR COURSE TYPE SPWE45040C PER MNDOT 2360 2" NON -WEAR COURSE TYPE SPNW35030C PER MNDOT 2360 TACK COAT PER MNDOT 2357 8" CLASS 5 AGGREGATE BASE PER MNDOT 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY 12" SELECT GRANULAR BORROW F PER MNDOT 3149.2132 COMPACTED SUBGRADE- PROOF ROLL PER GEOTECH SCARIFY AND RECOMPACT UPPER 12" OF SUBGRADE TO AT LEAST 100% STANDARD PROCTOR DENSITY AS NECESSARY TO ACHIEVE COMPACTION, AS INDICATED IN THE GEOTECH REPORT OR AS DIRECTED BY THE ON-SITE TESTING FIRM 2001 BITUMINOUS PAVEMENT NOT TO SCALE 41 41 WIDTH PER PLAN w w w w w w MIN. 12' EXPANSION JOINT IF ABUTS PAVEMENT OR STRUCTURE EXPANSION JOINT CONTRACTION JOINT AT CENTER IF WIDTH IS 16' OR MORE DRIVEWAY AND GUTTER POURED TOGETHER. COMMERCIAL DRIVE 8" THICK RESIDENTIAL DRIVE 6" THICK 2.0" WEAR COURSE TYPE SPWE45040C PER MNDOT 2360 2.0" NON -WEAR COURSE TYPE SPNW35030C PER MNDOT 2360 TACK COAT PER MNDOT 2357 CLASS 5 AGGREGATE BASE 10" PER MNDOT 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY 24" SELECT GRANULAR BORROW BASE PER MNDOT E3149.2132 COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY GEOTEXTILE FABRIC ` COMPACTED SUBGRADE SCARIFY AND RECOMPACT UPPER 12" OF SUBGRADE TO AT LEAST 100% STANDARD PROCTOR DENSITY AS NECESSARY TO ACHIEVE COMPACTION, AS INDICATED IN THE GEOTECH REPORT OR AS DIRECTED BY THE ON-SITE TESTING FIRM 2021 HEAVY DUTY BITUMINOUS PAVEMENT NOT TO SCALE 1-1/2" LIP 1/2" RADIUS ON EDGE w w w 0" CURB HEIGH BACK OF CURB FLOWLIN W FRONT OF GUTTEF EXPANSION JOINT 2221 CONCRETE APRON NO SIDEWALK NOT TO SCALE CURB RAMP OR FLUSH RIBBON CURB WITH WARNING PANELS (SEE PLAN AND DETAILS) 4" WIDE STRIPE (TYP.) VARIES / O SEE PLANS I� INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING aNO PARKING NO PARKING MARKING ACCESS MINCENTER- CENTER SISLE P SIN. I, 0 ACCESS AISLE SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE IT SERVES 239 ACCESSIBLE PARKING PAVEMENT MARKINGS NOT TO SCALE 6 X 6 - W1.4 X W1.4 _/ WELDED WIRE FABRIC 8" PORTLAND CEMENT CONCRETE (P.C.C) 12" CLASS 5 AGGREGATE BASE PER MNDOT 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY 6" MIN. 2" MIN. COMPACT SUBGRADE TO AT LEAST 100% STANDARD PROCTOR DENSITY AND PROOF ROLL PER SPECIFICATIONS 2031 REINFORCED CONCRETE PAVEMENT NOT TO SCALE LOPE OF RAMP RUN -N 5.0% v v _OPE FLARED SIDES AT -10% URB HEIGHT TAPER CURB SECTION WITH FLARED SIDE SECTION 0 IF RAMP SCOPE IS LESS THAN 5.0%, THEN NO LANDING IS REQUIRED. (2 THIS DETAIL ASSUMES THAT THE TOTAL VERTICAL RISE OF THE RAMP IS 6 INCHES. ADJUST RAMP LENGTH TO ACCOMMODATE CROSS SLOPE ON WALK. SLOPED RAMP SURFACES SHALL BE STABLE, FIRM AND SLIP -RESISTANT. APPLY MEDIUM BROOM FINISH ON CONCRETE PERPENDICULAR TO SLOPE ON RAMP RUN AND FLARED SIDES. P DISTANCE VARIES BASED ON FLARE SLOPE. ® SEE PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL 234. 0 1/2" PREFORMED JOINT FILLER MATERIAL (AASHTO M213). JOINT FILLER SHALL BE PLACED FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS. 2301 PERPENDICULAR ACCESSIBLE CURB RAMP NOT TO SCALE P.C.C.) 0% CRUSHED) COM � ° 4" CLASS 5 AGGREGATE (10 X X X 000000000 000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000 0 0 0 0 000000000000000 0 0 0 0 0 0 0 o„o„o�o�o o„o„o„o„o„o„o�o III IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII1111111111111111111111=11 III=11 6" MIN. 2" MIN. COMPACT SUBGRADE TO AT LEAST 100% STANDARD PROCTOR DENSITY AND PROOF ROLL PER SPECIFICATIONS 2031 REINFORCED CONCRETE PAVEMENT NOT TO SCALE LOPE OF RAMP RUN -N 5.0% v v _OPE FLARED SIDES AT -10% URB HEIGHT TAPER CURB SECTION WITH FLARED SIDE SECTION 0 IF RAMP SCOPE IS LESS THAN 5.0%, THEN NO LANDING IS REQUIRED. (2 THIS DETAIL ASSUMES THAT THE TOTAL VERTICAL RISE OF THE RAMP IS 6 INCHES. ADJUST RAMP LENGTH TO ACCOMMODATE CROSS SLOPE ON WALK. SLOPED RAMP SURFACES SHALL BE STABLE, FIRM AND SLIP -RESISTANT. APPLY MEDIUM BROOM FINISH ON CONCRETE PERPENDICULAR TO SLOPE ON RAMP RUN AND FLARED SIDES. P DISTANCE VARIES BASED ON FLARE SLOPE. ® SEE PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL 234. 0 1/2" PREFORMED JOINT FILLER MATERIAL (AASHTO M213). JOINT FILLER SHALL BE PLACED FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS. 2301 PERPENDICULAR ACCESSIBLE CURB RAMP NOT TO SCALE P.C.C.) 0% CRUSHED) COM FOR CONCRETE SIDEWALK SLABS WIDER THAN 6', COMPACTED SUBGRADE PROVIDE 6 X 6 - W1.4 X PER SPECIFICATIONS W1.4 WELDED WIRE FABRIC AT MID -DEPTH NOTES: 1. SIDEWALKS TO HAVE 2% MAXIMUM CROSS SLOPE, AND 5% MAXIMUM LONGITUDINAL SLOPE UNLESS INDICATED OTHERWISE 204 CONCRETE SIDEWALK NOT TO SCALE INSET A INSET A INSET A FRONT OF FLOW LINE � FRONT OF FLOW LINE 4" CLASS 5 AGGREGATE (10 GUTTER O BASE PER MNDOT 3138, CO GUTTER O TO AT LEAST 100% STANDARD 2-3% PROCTOR DENSITY ° • X 8 X e a ` - 1/2" R. (TYP.) =1 I I I I I I I I I I I I I I I P III—III III—I —III I I =III III II IIIIIIIIIIIIIIIIIIIIII IIIIIIIIII FOR CONCRETE SIDEWALK SLABS WIDER THAN 6', COMPACTED SUBGRADE PROVIDE 6 X 6 - W1.4 X PER SPECIFICATIONS W1.4 WELDED WIRE FABRIC AT MID -DEPTH NOTES: 1. SIDEWALKS TO HAVE 2% MAXIMUM CROSS SLOPE, AND 5% MAXIMUM LONGITUDINAL SLOPE UNLESS INDICATED OTHERWISE 204 CONCRETE SIDEWALK NOT TO SCALE INSET A INSET A INSET A FRONT OF FLOW LINE BACK OF CURB/ EDGE OF WALK FRONT OF FLOW LINE BACK OF CURB/ EDGE OF WALK GUTTER O O GUTTER O 0 2-3% B624 5% MAX. 32" ` - 1/2" R. (TYP.) PAINT (COLOR TO BE 1/2" R. (TYP.) P 12"_ 8„ Q o, Lu 12" -P 8' ' V) Q rn N c: ~ ri Al 17.1, SECTION 703.6.3.1 U ":t 1O M NON -PERPENDICULAR P SIGN SHALL BE CENTERED AT THE 2» PERPENDICULAR P Q w r a U p w 0 O FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON -PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS, DEPRESSED CORNERS, AND ONE WAY AND COMBINED DIRECTIONAL& O FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. P THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4 INCH. ® VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. P5 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. PEDESTRIAN ACCESS ROUTE (PAR) GUTTER SHALL NOT BE OVERLAID. NOTES: A. POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR) AT A 2% MAXIMUM GRADE. B. NO PONDING SHALL BE PRESENT IN THE PAR. C. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. 2341 PEDESTRIAN ACCESS ROUTE CURB AND GUTTER NOT TO SCALE TOP OF POST TURF (SEE LANDSCAPE PLAN FOR DETAILS) EXISTING 205 TOPSOIL NOT TO SCALE ALL PLAN DIMENSIONS ARE TO FLOW LINE OF CURB SLOPE 3/4" PER FOOT 8 TO FINISHED GRADE 3" R SEE NOTE 1. GUTTER/ FLOW 1/2" R LINE P PAVEMENT AND BASE. SEE PAVING DETAILS a7 CONCRETE 1:1 SLOPE OR FLATTER o c 6" MIN Y DEPTH OF AGGREGATE BASE TO MATCH DEPTH AT ADJACENT PAVEMENT. COMPACT TO 100% STANDARD PROCTOR DENSITY ROUND OFF TOP OF '/CONC. FILL BACK OF CURB 1/2" R 6" 13-1/2" 6" MIN CURB TYPE X Y B612 12" 20" B618 18" 26" B624 24" 32" SAME SLOP ROADWA' d TRANSVERSE SLOPE GUTTER SECTION (FORMS MAY BE TILTED) NOTES: 1. DIRECTION OF TIP -OUT GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' SPACING, EXPANSION JOINTS AT 60' MAXIMUM SPACING. 3. CONSTRUCT CURB AND GUTTER PER MNDOT 2531. 210 1 136 STYLE CURB AND GUTTER NOT TO SCALE 12" MIN. 0 6" DIA. GALVANIZED • (D O U W V) = L w N ( Z Z — = STEEL PIPE WITH FIELD • � INTERNATIONAL SYMBOL OF U oC PAINT (COLOR TO BE 0 ACCESSIBILITY PER ICC/ANSI Q o, Lu m L0 ' V) Q rn N c: ~ ri Al 17.1, SECTION 703.6.3.1 U ":t 1O M OWNER APPROVED) SIGN SHALL BE CENTERED AT THE 2» '0 10 Q w r a U p w 0 v =oz HEAD OF THE PARKING SPACE AND Ute¢= � 0<w V PLACED A MAXIMUM 8 FEET FROM METAL SIGN WITH LETTERING PER m J\ h L ~ Z Lu O~ Q Z THE HEAD OF THE PARKING SPACE ICC/ANSI A117.1, SECTION 703. w w w � 169.346 WHITE LEGEND AND BORDER CL� O Lu U wwLu UQ O o J 18" PARKING ON BLUE BACKGROUND, FULLY 48 ui 9 FILL W/ CONCRETE 0 REFLECTORIZED. m MIN. VEHICLE ID Lu REQUIRED UPTO$2200FINE ATTACH 6" X 12" VAN ACCESSIBLE 1/2" EXPANSION JOINT WITH FOR VIOLATION SIGN TO POST IF APPLICABLE. SEE Z PREFORMED JOINT FILLER (AT PLAN FOR LOCATIONS. CONCRETE PAVING ONLY) VAN STEEL CHANNEL FINISHED GRADE ACCESSIBLE P SIGN P OST PER MNDOT IL IL 3401 U FINISHED GRADE 241 ACCESSIBLE SIGN AND CHANNEL POST NOT TO SCALE 8' 6" 8" 2471 STEEL BOLLARD NOT TO SCALE ETE BASE (3,000 PSI) 1:1 SLOPE OR FLATTER N 0 Q = E • (D O U W V) = L w N ( Z Z — = Z • � U oC Lu 0 Ln V' fV I= Q o, Lu m L0 ' V) Q rn N c: ~ ri O Ln U ":t 1O M r Z � w O = '0 10 Q w r a U p w 0 v =oz Ute¢= � 0<w V N w Q w Z::E ;__ r wCL m J\ h L ~ Z Lu O~ Q Z w Q w O w w w � CL� O Lu U wwLu UQ O o J W Q ui 9 Q o m Lu Z O IL IL U rn w 0 Lu LliQ 0 Z � O cn n - c/7 w_ QO_ Z ~ Q Q w X n z O Z Q J O cn w w LL.j� ^^vl // w =D rJ = !z=o V% LL LU Q j w w p m U Q = t/7 JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: C2,,3 O / g2-7 EXIS TING GRA VEL DRI V Y ° 10 ZZ 0� / % 0 Wo / / �ti �h < �� < < _ �ti, < WL WL �/ / �� 4' TALL ERM <�°� < �� < EXISTING _ /�� / SAN MH Tz� 140TH STREP N -FUTURE R�� X TEINSION INV: 9 31.19 » � a 915 �» g26 �� EOF:_ 931 928 0 \ » » » °j L��LLELLLEL LLQ LL LLQ / LLL �LE LLL L_EE / BTM 924.0 A I I A \ \ I ELLLLI1 L L-IO)_L L� / 929.08 / 928.30 ELLLLL-EE EL I r N \ V \ I LLLL LLo)-EL ILL J LLLLL 22222E LL LLL LL EEEELE p I I I 1 �EOF• LE EEELLL LLL ILL / / / / N - ✓ I I \I 1111 I \ 9�s. LELELE LL LLL LLL ,L N 2f LE�I EELILLL LLLLLEE / ° \ L�LL�CCL-L-L L_ L_ -EE n LLEL BTM 91 5.0 ILLL I v \I LL L LLL LELLL LLL LLL LLLL LLLLLLLILL I I \I LLLELL�LLL LL LL LL LLLLL LLLLL + LLLLLLLLL LLL L + + +X+ + + / » EELLLLL LLL 't I I I / ++++++ ++++ + + + » o I I I 1= �L � L t tttttt�� LLLLL LL LLLL / \ + LLL LL LL LL / l I I + + BTM 921.0 �� / E / / / 6 LLL LL LL LL - / + » O y V 1 LULL LLL + + + + +\ I LEL LL L I + +�+ +�+ E o LLLLL LL L / N + + + + / I LLL�LLE � + + + + + + A ) \ i 0 L�L LLLLL L I / + + + + +I N LLL LL LL L I o + + + + + m + ° + �� LL LL E )-52- + + + + + V 6 LL LL L- L / I II E LL LLLL ' o E LLLLL�L1 0 92 3 ° L �LLL1 931 .97 931.95 926 Q EL LL1' < I - EEELL I n LL EE o 931 I I Z / 931.46 o I \ W - T 930.01 J 0 v I_ 93>� 1. 929 I 1.0% 929.74 931.00 / I 0%> z 1.1 % 1.2% I I I I o HP 930.00 of HP 929.65 I > > » v HP 930.20 4.91 1-11 /� I / E ISTING I I �IN RIM: 30.3 . 931.36 V:M'"L 931.50 3.6% 347 - ME 931 .98 ° \ I930.22 » 77777-77// / /» o g2A / 931.00 / \\ �95P3g25 \ \ / > \ ,g26 / / J 929.70 930.05 . 2 m. \ I I /.P 2.61 \ . r / . \ / g2g, / / 930.41 2% HP 930.11 l �N ��8 HP 930.46 931.00 co CN- N » » 00, °' �� / \ 929.86 n LP 930.27 930.99 33.3% ,o ° LP 929.68 v -2.0% ° HP 930.54 931.00 HP 929.94 n- 931 .00 I 931.50�-- I 930.23 v » F » F I » II � » I HP 930.00 I 929_61 I I� I �_ ° 930.98 It » LON \�° » » 0 \Vo / J I 1� I 929.57 LP 929.45 931.00 I I `0 I ° I I I 929.02 NO N X1.6% \✓ 33.3% �1� `771 , » I / °N' 9� \ 0.7'% o/ j�9 LP 928.40 g 3g V LP 929.63 930.99 l C I \ ° HP 931.44 / 931.00 I I I \\ / / / 930________929.71 O v \ < I « _ 1.0% 1.0% 0 1.37o I _ »I sq o I � o. 5F6 � r0� � 9�9� I � -- �J \ I °-931.00 ME 930.94 .yQ 930.12 930.67 SAH 1< -' II Q IRM:, 233.08 » I » N HP 930.34 930.37 z ) 924.79 930.93 931.68 W s I _moo HP 930.95 930.76, LL _ CF)P6 ir »I I I ME 931.90 PROPER Y LINE- N INEN N 60 120 SCALE IN FEET GRADING LEGEND: ® MANHOLE ® CATCHBASIN TOTAL FILL APRON 00% FLOW ARROW 85.5 SPOT ELEVATION 892 PROPOSED MINOR CONTOUR CUT/ FILL SUMMARY TOTAL CUT 12,953 CY TOTAL FILL 69,367 CY BUILDING PAD AND PAVING HOLD DOWN 44,624 CY (CL V, SAND, OF FILL CONC. BIT) COMMON BORROW 1 1 ,790 CY OF FILL NET CUT/FILL 56,414 CY OF FILL CUT AND FILL IS FROM EXISTING GRADE GRADE TO FINISHED 895 - PROPOSED MAJOR CONTOUR 892- EXISTING MINOR CONTOUR 895 EXISTING MAJOR CONTOUR TIP -OUT CURB AND GUTTER RIPRAP WETLAND FILL PRESERVED WETLAND WL WETLAND EDGE NWL PROPOSED NORMAL WATER LEVEL 100-HWL PROPOSED 100 -YEAR HIGH WATER LEVEL GENERAL GRADING AND DRAINAGE NOTES: 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFORE BEGINNING SITE GRADING ACTIVITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIAL TO BE HANDLED, AND FOR THE AMOUNT OF GRADING TO BE DONE. ALL COSTS ASSOCIATED WITH IMPORTING SUITABLE MATERIAL AND EXPORTING UNSUITABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE. 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ONSITE TOPSOIL, IF MATERIAL IS APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. PROVIDE A UNIFORM THICKNESS OF 6" MINIMUM IN ALL DISTURBED AREAS TO BE LANDSCAPED. 4. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE DIRECTED. 5. REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. 6. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE SITE REMOVALS PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. 7. SEE CIVIL SITE PLAN FOR SITE LAYOUT. 8. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE. 9. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT ELEVATION SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB). SPOT LABELED ME REFERS TO MATCH EXISTING GRADE, EOF REFERS TO EMERGENCY OVERFLOW ELEVATION, TW REFERS TO TOP OF WALL AND BW REFERS TO BOTTOM OF WALL. 10. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. 11. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. 12. UNIFORMALLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 13. LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATIONS IN A MANNER TO MINIMIZE THE POTENTIAL FOR EROSION. Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. 0 a=NE • cD o U W = L w N z Z 0 cz • < 0 LU U oC m LU Ln _O V' fV }, <mLU _ OL w m ' cn QmN O CD Ln U � 1O M Z w O = '0 10 Q ? w v �LJ Z U �¢ =//� �0� V w� '(\ w mL LU cwue ~ Q Z w Q w 0 r _w af� af w LU � w LU O U www � ��(JQ :mm) O o J wW Q < � 7 Q o r m LLJ Z O O_ V) w D LU r Z � LU Q r Q w Q z nQ LU 0 O C/') r z Z LU < LU w Q j w w CD _ p m U Q = "' U cn JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: (9 Z Vkl - k 0 N 40 80 SCALE IN FEET GRADING LEGEND: GENERAL GRADING AND DRAINAGE NOTES: ® MANHOLE 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFORE BEGINNING SITE GRADING Q 2 `7 o U W L w ACTIVITIES. ® CATCH BASI N Q 0 W U oC CID ° ) 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIAL TO BE DI APRON wrrnZ) HANDLED, AND FOR THE AMOUNT OF GRADING TO BE DONE. ALL COSTS ASSOCIATED WITH IMPORTING SUITABLE � ~ri p o Lr) U,,:t 10 MATERIAL AND EXPORTING UNSUITABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE. 0.0% FLOW ARROW 10 .p 0 ? w 85.5 SPOT ELEVATION 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ONSITE TOPSOIL, IF MATERIAL IS APPROVED BY THE �0<L V LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. PROVIDE A UNIFORM THICKNESS OF 6" MINIMUM IN ALL DISTURBED m N in ~ ZLU AREAS TO BE LANDSCAPED. 892 PROPOSED MINOR CONTOUR F- LU 1 a afw LU CL 4. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE DIRECTED. PROPOSED MAJOR CONTOUR wW Q < 0 h 5. REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. 892 EXISTING MINOR CONTOUR 6. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE SITE REMOVALS PLAN FOR 895 EXISTING MAJOR CONTOUR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. TIP -OUT CURB AND GUTTER 7. SEE CIVIL SITE PLAN FOR SITE LAYOUT. 8. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE. RIPRAP z 9. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT ELEVATION SHOWN FOR TOP OF O CURB ARE LABELED WITH TC (TOP OF CURB). SPOT LABELED ME REFERS TO MATCH EXISTING GRADE, EOF REFERS TO WETLAND FILL IL EMERGENCY OVERFLOW ELEVATION, TW REFERS TO TOP OF WALL AND BW REFERS TO BOTTOM OF WALL. F F 10. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. t t PRESERVED WETLAND 11. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. WL WETLAND EDGE D 12. UNIFORMALLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM NWL PROPOSED NORMAL WATER LEVEL SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 100-HWL PROPOSED 100 -YEAR HIGH WATER LEVEL 13. LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATIONS IN A MANNER TO MINIMIZE THE POTENTIAL FOR EROSION. Know what's below. 0111 before you dig. f I I I I I I I STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK, N 0 H Q 2 `7 o U W L w N Z nL �✓ Z c Z Q 0 W U oC CID ° ) LU _O Ln (D fV i= }, Qo)w wrrnZ) ' cn QmN � ~ri p o Lr) U,,:t 10 M r Z w O = 10 .p 0 ? w v =oz U Q = �0<L V N w Q w <w m N in ~ ZLU < O \ ~ Q Z w Q w 0 F- LU 1 a afw LU CL w CO LU U www � :mm) O o J wW Q < 0 h Q � m LLJ z O IL V) w D Lu LIJ 0 r Z � O cn w Q� Q w Q <Q >Q n zI p v7 �Z OZ_ O — S LLJ C/i J = w Q Z w Q j w w rvl (D p m U Q = U cn JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: C30 r] N 40 80 SCALE IN FEET GENERAL GRADING AND DRAINAGE NOTES: 2 GRADING LEGEND: 3. ® MANHOLE Q = E ® CATCHBASIN 4. DI APRON 5. 0.0% FLOW ARROW 6. 85.5 SPOT ELEVATION _O Ln (D fV i= }, Qo)w wrrnZ) 7. 892 PROPOSED MINOR CONTOUR U,,:t 10 m 8. '0 PROPOSED MAJOR CONTOUR v `i=pZ 9. 892 EXISTING MINOR CONTOUR 895 EXISTING MAJOR CONTOUR m CL N 0 ~ Z LU 10. \ C O~ Q Z TIP -OUT CURB AND GUTTER 11. RIPRAP 12. w I� O E WETLAND FILL 13. wW Q < Lij � h Q � PRESERVED WETLAND r m M M M ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFORE BEGINNING SITE GRADING ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIAL TO BE HANDLED, AND FOR THE AMOUNT OF GRADING TO BE DONE. ALL COSTS ASSOCIATED WITH IMPORTING SUITABLE MATERIAL AND EXPORTING UNSUITABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE. CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ONSITE TOPSOIL, IF MATERIAL IS APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. PROVIDE A UNIFORM THICKNESS OF 6" MINIMUM IN ALL DISTURBED AREAS TO BE LANDSCAPED. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE DIRECTED. REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE SITE REMOVALS PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. SEE CIVIL SITE PLAN FOR SITE LAYOUT. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT ELEVATION SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB). SPOT LABELED ME REFERS TO MATCH EXISTING GRADE, EOF REFERS TO EMERGENCY OVERFLOW ELEVATION, TW REFERS TO TOP OF WALL AND BW REFERS TO BOTTOM OF WALL. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. UNIFORMALLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATIONS IN A MANNER TO MINIMIZE THE POTENTIAL FOR EROSION. Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK, N 0 Q = E • cD o U W L w N z z 0 cz Q 0 LU U oC CID ° ) LU _O Ln (D fV i= }, Qo)w wrrnZ) ' cn QmN � ~ri p o Lr) U,,:t 10 m r Z w O = '0 Q w r - v `i=pZ U " Q = V)0<� V N w Q w Q r ~ N w m CL N 0 ~ Z LU \ C O~ Q Z w Q w 0 F_ r af LU af w LL. � w I� O E U www O O J wW Q < Lij � h Q � r m LLJ Z O IL U V) w 0 Lu w Q 0 r Z � O cn w Q� Q w Q ZQ O _ cn �z LU O Z_ O LU cn J = p Q LU w Q rvl (D j w w C) Q U = m U cn JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: C302 CD 0 Q w z 0 z w N 0 U a r 0 a O U 0 WL � WE - WL WL - w 25.7 IMH-001 . 11 ,MN FI 4�� NW FILTRATION /1� BASIN "OF BTM: 915.0 z A.6 97g.2 HWL: 918.2 3 X z i k � `' � k k � k � k � F = � � 0 1 • k � � t � Z k k V r k k oo- » 9.1 » w k F � t r t » � t F J k k F n k n » » » » » » 95.3 A o » n I 1010 » r L� o- F I J �t t It 7 N z o I . I I � I I t J z J _ SW PRETREATMENT POND = O BTM: 922.0 NWL: 924.0 I HWL: 926.5 zo o F F k t t J F F F k = t t itO z J O t t » z I J O F F k » » » t k t » F F » F » » » » » » .95.6 » » » » » » » » » » F F k » » » t k t F » » F F F » t k r F k F F k t F k t t t / » t SEE DETAIL HU -SS -2 ON PLAN SHEET C4.5 STUB WITH 6" PLUG FFE: 931.50 Ah >> >> 6" HYDRANT, GATE VALVE, AND 25 LF DIP, CL 52 WM. 294 LF OF 8" DIP -90" BEND 6" HYDRANT, GATE VALVE, AND 25 LF DIP, CL 52 WM. v O a U CxD 0 r - Ln EXISTING SANITARY MANHOLE STA: 13+68 RIM:924.43 INV IN:907.10 8" PVC /-SMH 104 I STA: 10+82 SMH 103 RIM:929.48 STA: 7+80 -INV IN:921.74 8" PVC _ - RIM:932.65 -INV OUT:921.74 8" PVC INV IN:922.94 8" PVC�y _INV OUT:922.94 8" PVC 232' of 8" PVC @ 0.40 299 < ' of 8" PVC @ 0.40 SMH 105 STA: 13+12 RIM:925.70 _ INV IN:920.81 8" PVC INV IN:920.81 8" PVC INV OUT:907.33 8" PVC 100-HWL 100-HWL 100-HWL 100-HWL 928 <� 0 NE 0 INFILTRATION n�o _1M BASIN BTM: 924.0 / o HWL: 928.5 4/ NE WETLAND MN BTM: 923.0 STUB WITH ll- 02 NE F HWL: 928.5 STA: M5+95 i PRETREATMENT J RIM:930.71 B PON 2D1 0 = INV IN:923.68 8" PVC o NWL:924.0 z » I INOUT:923.68 8" PVC31.50 CD HWL: 928.5 C �k o � o 6" HYDRANT, GATE r = VALVE, CL 52 WM. 6' STUB O O U >n 00 0 Ln 00 �^ WL O a11_u1n11 -IM H- OL lMH 001 aI o- » QD L� O L� J N I_111`4 I 8" X 6" TEE A on 7 U A _j a 00 oA 00 \ 6" HYDRANT, GATE >> >> VALVE, ;TEE 52 WM. 448 LF OFI 8" DIP 8" X r- TEE 57 LF OF 8" DIP 6" HYDRANT, GATE VALVE, AND 25 LF DIP, 90' BEND CL 52 WM. STUB WITH 8" PLUG I l l L 111 135 LF OF 8" DIP -:1v - i! 1 1 7 -SMH101 -STA: 3+26 -RIM:930.48 INV IN:924.75 8" PVC INV IN:925.00 8" PVC INV OUT:924.75 8" PVC � v 10 M 1 CONNECT TO EXISTING WATERMAIN WITH A WET TAP. SEE DETAIL 416 v v v 300' of 8" PVC @ 0.40% --'-SMH 100 -STA: 0+26 -RIM:930.63 -INV IN:926.04 8" PVC -INV OUT:925.95 8" PVC I_ v N 60 120 SCALE IN FEET UTILITY LEGEND: MANHOLE CATCH BAS I N APRON SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY VALVE STORM SEWER DRAINTILE SANITARY SEWER WATERLINE RIPRAP Know what's below. 0111 before you dig. GENERAL UTILITY NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE IMPROVEMENTS, INCLUDING PORTIONS OF WORK WHICH MAY BE PERFORMED BY UTILITY COMPANY'S FORCES. ALL PERMITS, APPLICATIONS, FEES AND CHARGES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. UTILITY DISCONNECTIONS, REMOVALS AND/OR ABANDONMENT SHALL BE COORDINATED WITH THE PROJECT PHASING TO ENSURE NEEDED SERVICES ARE MAINTAINED TO ALL BUILDING FACILITIES. 3. REFER TO SITE REMOVALS PLAN FOR LIMITS OF UTILITY PIPE REMOVALS. 4. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES, VERIFY PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTORS. 5. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR CONNECTION TO PUBLIC WATER, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR UTILITY CONNECTIONS AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL WATER SERVICES ARE TO HAVE A MINIMUM OF 7.5 FEET AND A MAXIMUM OF 9.0 FEET OF COVER. MAXIMUM COVER MAY CHANGE IF DEFLECTING WATER SERVICE UNDER UTILITIES. ALL VALVES ARE TO HAVE 7.5 TO 9.0 FEET OF COVER. 8. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCHBASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE OF CONTAMINATION. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE. 9. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND TOP OF WATERMAIN. CENTER SECTION OF WATERMIAN PIPE AT CROSSING TO PROVIDE MAXIMUM DISTANCE OF JOINTS FROM SEWER CROSSING. FOLLOW TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. REFER TO DETAIL UTIL-10 FOR DETAILS. 10. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES, TEES, WYES, CROSSES, REDUCERS, HYDRANTS, DEAD ENDS AND BENDS) ARE TO BE LUGGED (MECHANICAL JOINTS). VERIFY JOINT RESTRAINT METHOD REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY. 11. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEES, STUBS, AND GATE VALVES SHOWN ON THE DRAWING AND DETAILS, AND AS REQUIRED BY THE CITY. VERIFY INSTALLATION REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY REQUIREMENTS. 12. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED GATE VALVES AND MANHOLES TO BE FLUSH WITH FINAL GRADE. 13. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC, SDR 35 FOR PIPES LESS THAN 12 -FEET DEEP, SDR 26 FOR PIPES GREATER THAN 12 FEET DEEP UNLESS OTHERWISE NOTED. 14. ALL SERVICE CONNECTIONS WITH LESS THAN 5 FEET COVER (TO TOP OF PIPE FOR WATER AND TO INVERT ON SANITARY, ARE TO BE INSULATED, 15. INSTALL CLEANOUTS/MANHOLES ALONG SANITARY SEWER SERVICE PER MINNESOTA DEPARTMENT OF HEALTH PLUMBING CODE REQUIREMENTS. 16. SANITARY MANHOLES SHALL HAVE WATERTIGHT LIDS. 17. THE CONTRACTOR SHALL CLEAN ALL SURFACE FLOW CHANNELS, PIPES AND STRUCTURES AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR TO PROJECT CLOSEOUT. 18. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS. ROOF DRAIN LEADERS SHALL BE PVC, SCHEDULE 40. 19. ALL SEWER AND WATER CONSTRUCTION TO COMPLY WITH CITY ENGINEERING DESIGN STANDARDS. 20. UTILITY CONSTRUCTION PER MNDOT SPECIFICATIONS 2451, 2501, 2502, 2506, 2506, 2511, 2611, 2621, AND 2625 r STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N v v » I l l L 111 135 LF OF 8" DIP -:1v - i! 1 1 7 -SMH101 -STA: 3+26 -RIM:930.48 INV IN:924.75 8" PVC INV IN:925.00 8" PVC INV OUT:924.75 8" PVC � v 10 M 1 CONNECT TO EXISTING WATERMAIN WITH A WET TAP. SEE DETAIL 416 v v v 300' of 8" PVC @ 0.40% --'-SMH 100 -STA: 0+26 -RIM:930.63 -INV IN:926.04 8" PVC -INV OUT:925.95 8" PVC I_ v N 60 120 SCALE IN FEET UTILITY LEGEND: MANHOLE CATCH BAS I N APRON SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY VALVE STORM SEWER DRAINTILE SANITARY SEWER WATERLINE RIPRAP Know what's below. 0111 before you dig. GENERAL UTILITY NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE IMPROVEMENTS, INCLUDING PORTIONS OF WORK WHICH MAY BE PERFORMED BY UTILITY COMPANY'S FORCES. ALL PERMITS, APPLICATIONS, FEES AND CHARGES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. UTILITY DISCONNECTIONS, REMOVALS AND/OR ABANDONMENT SHALL BE COORDINATED WITH THE PROJECT PHASING TO ENSURE NEEDED SERVICES ARE MAINTAINED TO ALL BUILDING FACILITIES. 3. REFER TO SITE REMOVALS PLAN FOR LIMITS OF UTILITY PIPE REMOVALS. 4. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES, VERIFY PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTORS. 5. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR CONNECTION TO PUBLIC WATER, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR UTILITY CONNECTIONS AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL WATER SERVICES ARE TO HAVE A MINIMUM OF 7.5 FEET AND A MAXIMUM OF 9.0 FEET OF COVER. MAXIMUM COVER MAY CHANGE IF DEFLECTING WATER SERVICE UNDER UTILITIES. ALL VALVES ARE TO HAVE 7.5 TO 9.0 FEET OF COVER. 8. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCHBASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE OF CONTAMINATION. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE. 9. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND TOP OF WATERMAIN. CENTER SECTION OF WATERMIAN PIPE AT CROSSING TO PROVIDE MAXIMUM DISTANCE OF JOINTS FROM SEWER CROSSING. FOLLOW TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. REFER TO DETAIL UTIL-10 FOR DETAILS. 10. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES, TEES, WYES, CROSSES, REDUCERS, HYDRANTS, DEAD ENDS AND BENDS) ARE TO BE LUGGED (MECHANICAL JOINTS). VERIFY JOINT RESTRAINT METHOD REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY. 11. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEES, STUBS, AND GATE VALVES SHOWN ON THE DRAWING AND DETAILS, AND AS REQUIRED BY THE CITY. VERIFY INSTALLATION REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY REQUIREMENTS. 12. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED GATE VALVES AND MANHOLES TO BE FLUSH WITH FINAL GRADE. 13. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC, SDR 35 FOR PIPES LESS THAN 12 -FEET DEEP, SDR 26 FOR PIPES GREATER THAN 12 FEET DEEP UNLESS OTHERWISE NOTED. 14. ALL SERVICE CONNECTIONS WITH LESS THAN 5 FEET COVER (TO TOP OF PIPE FOR WATER AND TO INVERT ON SANITARY, ARE TO BE INSULATED, 15. INSTALL CLEANOUTS/MANHOLES ALONG SANITARY SEWER SERVICE PER MINNESOTA DEPARTMENT OF HEALTH PLUMBING CODE REQUIREMENTS. 16. SANITARY MANHOLES SHALL HAVE WATERTIGHT LIDS. 17. THE CONTRACTOR SHALL CLEAN ALL SURFACE FLOW CHANNELS, PIPES AND STRUCTURES AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR TO PROJECT CLOSEOUT. 18. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS. ROOF DRAIN LEADERS SHALL BE PVC, SCHEDULE 40. 19. ALL SEWER AND WATER CONSTRUCTION TO COMPLY WITH CITY ENGINEERING DESIGN STANDARDS. 20. UTILITY CONSTRUCTION PER MNDOT SPECIFICATIONS 2451, 2501, 2502, 2506, 2506, 2511, 2611, 2621, AND 2625 r STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N Q = E -(D o U W w N N Z N z �J Z Q a� O i�E� W cr- cB U ' 01)0 LU Ln cV or_ Qrnw wrrnn� uM ' (li Q N Mc: ~ r --*p o U.)U 'c* 10 m r zLU O = = o UQ?w v oz ��0 Ute¢= LU 0�� V N LU < W J m Nom z J LU � O~Q z� < w O �N � _LL LU > L w LL. CL CL F- O LU U w LU z C� N r LU z O P IL V) Lu D Lu Q 0 1� Z � O cn C/) LU r Z ~ J 0n QJ O N LU 0 W _ � cnZ �_ w 0 O LU LLJ LU = m U Q U JOB No: 171316 DATE: 04/10/2018 DRAWN BY: CJO DESIGNED BY: ECR SHEET: 0 945 940 935 930 925 920 915 N 40 80 SCALE IN FEET - BEND WATER 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 Know what's below. 0111 before you dig. 9+00 10+00 r STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. 11+00 945 940 935 930 925 15*i1 E:1ib7 11+65 N Q = E • C7 o U W unL LU = N CU z nL �✓ z z • Q Q� O > E W cr- cB � b-0 U0c: LU 0 Ln V' r,4 or FINISH GRADE MZ) (n Q MV) c:H -I p C:) U')U ( 10 M r Z w O = '0 10 Q w r U p w v i=pZ EXISTING GRADE U Q = \ \\\ �0<L V PROPOSED SANITARY m h ~ Z ~ Q Z O w CL Q W O H .277 LF OF 8" DIP w CL O LU 294 LF OF 8" DIP \ 448 LF OF 8" DIP 135 LF OF 8" DIP Q � r m LU LU Z 0 IL U L3 L3 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 Know what's below. 0111 before you dig. 9+00 10+00 r STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. 11+00 945 940 935 930 925 15*i1 E:1ib7 11+65 N Q = E • C7 o U W unL LU = N CU z nL �✓ z z • Q Q� O > E W cr- cB � b-0 U0c: LU 0 Ln V' r,4 or a --i Q dl W MZ) (n Q MV) c:H -I p C:) U')U ( 10 M r Z w O = '0 10 Q w r U p w v i=pZ U Q = \\\ �0<L V N W Q w Q r ~ N < w m h ~ Z ~ Q Z O w CL Q W O H F- } _ w , H � � W LU LU W � w CL O LU U wLU w L8 OoJ :E Q < � h Q � r m LU LU Z 0 IL U L3 L3 D Lu W w Q 0 Z � 0 w_ Q cn � Z ~ J 0 n Z Q a w O o Z 0 � w WLU_ w w p-- Q Q LU w 0 Q U = m U cn JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: 945 940 935 930 925 920 915 30 60 (4 Z1 SCALE IN FEET WATER SERVICE 0+00 1+00 2+00 3+00 945 940 935 930 925 920 915 4+00 Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N Q = E • C7 o U FINISH GRADE EXISTING GRADE N Qu z nL �✓ Z Z • �.AJN >Q\Q� O . E W Cr- f6 U 01)0 LU Ln C: (D cV or_ a--+ Q dl w _ a- ul wr�nLn =3 ' cn QmN c:1-- ri p C:) U') (Lo ( 10 m } Z� W 314 LF OF 8" DIP Q w } 0:� U p::Dw 57 LF OF 8" DIP 0Z �ZDD w ¢ \\\ 0= V N w Q W Q— < N Q 0+00 1+00 2+00 3+00 945 940 935 930 925 920 915 4+00 Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N Q = E • C7 o U W w N Qu z nL �✓ Z Z • �.AJN >Q\Q� O . E W Cr- f6 U 01)0 LU Ln C: (D cV or_ a--+ Q dl w _ a- ul wr�nLn =3 ' cn QmN c:1-- ri p C:) U') (Lo ( 10 m } Z� W Q w } 0:� U p::Dw v 0Z �ZDD w ¢ \\\ 0= V N w Q W Q— < N Q J Co "� N F-- Z W _ � O \ ~ Q Z W HCL Q W 0 2 > N } _ LL i L w LU CL w a� 0 LU U Q w �oofU:mm)Oo< � a Z w C� N } \m LU Z 0 IL U L3 L3 0 LU W w Q 0 Z � 0 vi �n w_ Z ~ J Q w � U Xn z z w ON 1 w D g,O cn r -1Z � �_ � rV LU C/,)J _� w W W=Dj w w p = m U Q U JOB No: 171316 DATE: 04/10/2018 DRAWN BY: CJO DESIGNED BY: ECR SHEET: 0 950 945 940 935 930 925 920 915 910 905 900 LT .. .......... f Niiii I I I I I I I i i > > i i n L SMH100 STA: 0+26 ffMnmmmf n RIM:930.63 INV IN:926.04 8" PVC =300' of 8" PVC @ 0.40% _INV OUT:925.95 8" PVC 4 v v v v QMH -001, 100-HWL O _1M N SEE DETAIL HU -SS -2 57' of 8" PVC @ 0.40% ON PLAN SHEET C4.5 ) SMH 105 n STA: 13+12 EXISTING SANITARY MANHOLE RIM:925.70 STA: 13+68 INV IN:920.81 8" PVC RIM:924.43 INV IN:920.81 8" PVC Q INV IN:907.10 8" PVC INV OUT:907.33 8" PVC FAWW i A �l � IIIyYo v v M z co m 0 z o 'o^ ...... 0 m z C= _ z N N N Z m -' r D z CO M 4� v co co C/) m o U7OO m 00 Z> N ul O O N z o n O NWL 10OT,0, y� WL - 700_HW ^ lM - lM o m m m I z zoom o CD m'o�ti co c0 o o ^ SMH 104 I T po W y m fi m �� STA: 10+82 cn C:) ZI RIM:929.48 J INV IN:921.74 8" PVC I = INV OUT:921.74 8" PVC o fi fi fi fi � fi fi fi n > WL n J 0 0 WL _ O ^ LL o v QMH -001, QMH -001 QMH -001, QMH -001, v 268' of 8" PVC @ 0.40% rt > > SMH101 STA: 3+26 RIM:930.48 INV IN:924.75 8" PVC INV IN:925.00 8" PVC INV OUT:924.75 8" PVC 4- v v v SANITARY n J C7 o U CD z z LT .. .......... f Niiii I I I I I I I i i > > i i n L SMH100 STA: 0+26 ffMnmmmf n RIM:930.63 INV IN:926.04 8" PVC =300' of 8" PVC @ 0.40% _INV OUT:925.95 8" PVC 4 v v v v QMH -001, 100-HWL O _1M N SEE DETAIL HU -SS -2 57' of 8" PVC @ 0.40% ON PLAN SHEET C4.5 ) SMH 105 n STA: 13+12 EXISTING SANITARY MANHOLE RIM:925.70 STA: 13+68 INV IN:920.81 8" PVC RIM:924.43 INV IN:920.81 8" PVC Q INV IN:907.10 8" PVC INV OUT:907.33 8" PVC FAWW i A �l � IIIyYo v v M z co m 0 z o 'o^ ...... 0 m z C= _ z N N N Z m -' r D z CO M 4� v co co C/) m o U7OO m 00 Z> N ul O O N z o n O NWL 10OT,0, y� WL - 700_HW ^ lM - lM o m m m I z zoom o CD m'o�ti co c0 o o ^ SMH 104 I T po W y m fi m �� STA: 10+82 cn C:) ZI RIM:929.48 J INV IN:921.74 8" PVC I = INV OUT:921.74 8" PVC o fi fi fi fi � fi fi fi n > WL n J 0 0 WL _ O ^ LL o v QMH -001, QMH -001 QMH -001, QMH -001, v 268' of 8" PVC @ 0.40% rt > > SMH101 STA: 3+26 RIM:930.48 INV IN:924.75 8" PVC INV IN:925.00 8" PVC INV OUT:924.75 8" PVC 4- v v v SANITARY on �IN 11 SMH 103 STA: 7+80 RIM:932.65 INV IN:922.94 8" PVC INV OUT:922.94 8" PVC I I 50 100 ZISCALE IN FEET n m C7 o U CD z z z Q a� O SMH102 LuU STA: 5+95 O RIM:930.71 SMH100 STA: 0+26 RIM:930.63 INV IN:926.04 8" PVC INV OUT:925.95 8" PVC INV IN:923.68 8" PVC SMH 101 STA: 3+26 RIM:930.48 INV IN:924.75 8" PVC INV IN:925.00 8" PVC INV OUT:924.75 8" PVC INV IN:925.00 8" PVC SMH102 STA: 5+95 ZIRIM:930.71 INV IN:923.68 8" PVC INV IN:925.00 8" PVC INV OUT:923.68 8" PVC INV OUT:923.68 8" PVC 'c* 10 185' of 8" PVC @ 0.40% r Z w 0 = on �IN 11 SMH 103 STA: 7+80 RIM:932.65 INV IN:922.94 8" PVC INV OUT:922.94 8" PVC I I 50 100 ZISCALE IN FEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 Know what's below. 0111 before you dig. 13+00 950 945 940 935 930 925 920 915 910 905 900 14+00 STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N H Q 2 C7 o U W w z z z Q a� O LuU 01)0 Lu SMH100 STA: 0+26 RIM:930.63 INV IN:926.04 8" PVC INV OUT:925.95 8" PVC a --i Q dl w _ d SMH 101 STA: 3+26 RIM:930.48 INV IN:924.75 8" PVC INV IN:925.00 8" PVC INV OUT:924.75 8" PVC cn QmN SMH102 STA: 5+95 ZIRIM:930.71 INV IN:923.68 8" PVC INV IN:925.00 8" PVC INV OUT:923.68 8" PVC 0 0 U.)U 'c* 10 SMH 104 STA: 10+82 RIM:929.48 INV IN:921.74 8" PVC INV OUT:921.74 8" PVC r Z w 0 = 10 Q w r a U p � w v �pz SMH 103 STA: 7+80 RIM:932.65 IN:922.94 8" PVC INV OUT:922.94 8" PVC - EXISTING SANITARY MANHOLE STA: 13+68 RIM:924.43 INV IN:907.10 8" PVC EXISTING - GRADEINV m h ~ Z < O~ Q Z LL Qw O 28 of 8" PVC @ 1.661 FINISH GRADE 300' of 8" PVC @ 0.40% 268' of 8" PVC @ 0.407. 85' of 8" PVC @ 0.40% U www O o J wW Q < � Q o r m 299' of 8" PVC @ 0.40% Lu 232' of 8" PVC @ 0.40% z O P IL SMH 105 O V) L3 STA: 13+ 12 RIM:925.70 INV IN:920.81 8" PVC INV IN:920.81 8" PVC 0 Lu W INV OUT:907.33 8" PVC 57' of 8" PVC @ 0.40% Lli 0 Z � 0 w_ Q cn � Z ~ J Q w Q 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 Know what's below. 0111 before you dig. 13+00 950 945 940 935 930 925 920 915 910 905 900 14+00 STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N H Q 2 C7 o U W w z z z Q a� O LuU 01)0 Lu Ln C: V' cV or_ a --i Q dl w _ d JM V) cn QmN c:1-- ri 0 0 U.)U 'c* 10 M r Z w 0 = 10 Q w r a U p � w v �pz Ute¢= X -0<L `\ V N w Q w Q r ~ N < w m h ~ Z < O~ Q Z LL Qw O H r } _ w lL i ww Lu � a� O w U www O o J wW Q < � Q o r m Lu z O P IL O V) L3 0 Lu W Lli 0 Z � 0 w_ Q cn � Z ~ J Q w Q 0 ri Z >G O � zQ J Cv Lu Q _ w w Q cn j w w p � Q U = m U JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: C403 0 EACH AREA IS 1/2 OF TABULATED TOTALAREA \ i BEND PLUGGED CROSS PLUGGED CROSS 1/4" PLYWOOD \/\\ OVER FACE OF BOLTS PLUG OR CAP WYE \\ \ i \ Al A2 /< PLUGGED TEE NOMINAL FITTING SIZE, INCHES TEE, WYE, PLUG OR CAP 90° BEND, PLUGGED CROSS TEE PLUGGED ON RUN 45° BEND 22-1/2° BEND 11-1/4° BEND Al A2 4 1.0 1.4 1.9 1.4 1.0 PIPE SHALL BE COMPLETELY ENTRENCHED GEOTEXTILE FABRIC 6 2.1 3.0 4.3 3.0 1.6 1.0 1" WASHED COARSE 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS. PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). CITY OF Special Details - r POURED CONCRETE THRUST Date BLOCKING FOR WATERMAIN 04-01-15 iRum HU -W-4 Revised: EST. 1906 01-20-17 VALVE BOX SETT-- 1/4"-3/8" ETT'"-1/4"-3/8" BELOW PAVE AT GRADE IN TL VALVE BOX SHALL BE SET T HAVE 6" ADJUSTMENT UP AN DOWN FROM FINISH GRAC AGGREGATE AND MnDOT 3733 TYPE 3 GEOTEXTILE FABRIC LINING DRAIN PIT AND ATTACHED TO TOP OF VALVE BOX FOOT PIECE 1-1/2" WASHED ROCK ALL AROUND MIN 1/3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) D.I.P. WATERMAIN GATE VALVE ADAPTOR: 1/4" STEEL WITH PROTECTIVE COATING 3/4" RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR SIDE VIEW . r� BONNET ADAPTOR NOTES: 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN LIEU OF TIE RODS. 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO SCALE CITY OF Special Details VALVE BOX Date: 04-01-15 INSTALLATION HU -W-3 Revised: lum 01-20-17 OUTLET NOZZLES & THREADS: TWO 2-1/2" HOSE "HYDRAFINDER" (CANDYCANE) CONNECTION AND ONE 4-1/2" PUMPER CONNECTION. FIRE HYDRANT LOCATOR (NATIONAL STANDARD THREADS) STREET 5' CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) VALVE BOX AS SPECIFIED WATEROUS WB -67 AS SPECIFIED BURY 8.0' 8"x8"x16" y PRECAST CONCRETE BASE AS SPECIFIED 2' DIAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH GRAVEL FOR ALL INSTALLATIONS. MOTES: 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 3. HYDRANTS SHALL HAVE A 16" BREAK OFF TRAFFIC FLANGE 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. 5. RED OR YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. CITY OF TYPICAL HYDRANT INSTALLATION EST. 1906 NOTE: INSULATE AS DIRECTED BY ENGINEER 8'x8' INSULATION FOR PIPE !d" CAIN THI('KNFSCI WAA 7 Special Details Date: 04-01-15 II Revised: H U - W - 01-20-17 WITH RETAINER GLANDS 20' CITY OF Special Details WATERMAIN LOWERING Date 04-01-15 WITH INSULATION DETAIL HU -W-5 Revised: 01-20-17 / INSTALL EXTERNAL MANHOLE CHIMNEY SEAL MANUFACTURED BY INFISHIELD OR APPROVED EQUAL POLYETHYLENE(PE) MANHOLE ADJUSTING RINGS ALL MANHOLES WITH INSIDE DROP SECTION 27 "DIA SHALL BE 5' DIA (I.D.) MANHOLE SECTION TO BE ASTM C-478 CLASS II 48" DIA w w m USE R-2 JOINT FOR m Q ALL MANHOLE JOINTS Q _ > 0 8" 0 "CRE -SEAL", "RESEAL", OR APPROVED EQUAL PRECAST STEPS AT GASKET CONNECTION SHALL 16" O.C. BE USED FOR CONNECTION PIPE TO MANHOLE PRECAST BOTTOM SECTION WITH INVERT #5 AT 12" O.C. EACH WAY VARIABLE STANDARD NEENAH R -1642-B MANHOLE FRAME AND COVER WITH TWO CONCEALED PICK SLOTS AND COVER LABELED "SANITARY SEWER" ADJUSTING RINGS MIN4" -MAX 12" 6" MIN. NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -8 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 2. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN THE SPECIFICATION (INCIDENTAL). tf=mer- CITYOF Special Details STANDARD MANHOLE (48 DateW� 04-01-15 DIAMETER) SANITARY SEWER HU -SS -1 Revised:EST. 1906 01-20-17 / INSTALL MET APPROVED EQL ALSO INSTALL CAST IRON CLI NOTES: 1. PAID AS SERVICE PIPE 2. INSTALL EVERY 100 FEET ORAS DIRECTED BY ENGINEER CITY OF EST. 1906 SANITARY SEWER SERVICE CLEANOUT Special Details Date: 04-01-15 Revised HU -SS -3 01-20-17 w z J >- w w 0- 0 O d 1' AS REQUIRED CURB BOX WITH V-1/4" STANDPIPE AND STATIONARY ROD (8'-6" AT FULL EXTENSION) 1" TYPE K COPPER 8" x13"x5" MANHOLE BLOCK CL STREET STEEL POST PAINTED BLUE AS REQUIRED T-6" MIN COVER 1" CORP STOP Lu z J H Lu a O d A 1" TYPE K COPPER WATERMAIN HORIZONTAL GOOSENECK LOOP SHALL BE NO HIGHER THAN WATERMAIN NOTES: 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH REQUIRED, CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC.. 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB E30XES A-1 OR CITY APPROVED EQUIVALENT. 3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22 -444M OR CITY APPROVED EQUIVALENT. 4. INHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10' BEYOND THE RIGHT OF WAY. Special Details �I CITY OF TYPICALWATER SERVICES Datefww 04-01-15 FOR WATERMAIN HU -W-2 Revised: r J� EST. 1906 01-20-17 Imme 18"-24" t ELEV TO BE SET \\41 I\\ \\\\I I��\�� RIGHT OF WAY W LU 1" MIN. DRAINAGE & MIN ' Q O 2" MAX. UTILITY EASEMENT I MINIMUM OF 10' COVER 2'-6" PIPE SHALL BE COMPLETELY ENTRENCHED GEOTEXTILE FABRIC OVER TOP OF PIPE AT r AND SHALL HAVE CLASS "B" BEDDING MnDOT 3733 TYPE 3 T-6" U 1° WHERE DIRECTED BY THE ENGINEER 1" WASHED COARSE MIN BONNET Q w rq 0 J w u p GRAVEL OR CRUSHED I ADAPTOR = ROCK TO 6" ABOVE WASTE 4" OR 6" PVC SCH. 40 TYPICAL SERVICE WHERE COVER OPENING MIN. 1/3 CY f OVER TOP OF SEWER IS 14' OR MORE BRACING AS 4" OR 6" CONCRETE ENCASEMENT REQUIRED (TYPICAL) ALL SERVICE CONNECTIONS INCLUDING **45° BEND ' } ° • °°° FERNCO ADAPTOR OR ? � 6" ° \ \\ PRECAST CONCRETE 6" D.I.P. PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL BLOCK (TYPICAL) COMPENSATION SHALL BE ALLOWED FOR PROPERTY LINE/ PIPE SHALL BE COMPLETELY ENTRENCHED RIGHT OF WAY 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT AND SHALL HAVE CLASS "B" BEDDING THE PROPERTY LINE OR AS SPECIFIED. WHERE DIRECTED BY THE ENGINEER I 1 SERVICE STUB SHALL BE PLUGGED AND MARKED 8"x8"x16" y PRECAST CONCRETE BASE AS SPECIFIED 2' DIAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH GRAVEL FOR ALL INSTALLATIONS. MOTES: 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 3. HYDRANTS SHALL HAVE A 16" BREAK OFF TRAFFIC FLANGE 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. 5. RED OR YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. CITY OF TYPICAL HYDRANT INSTALLATION EST. 1906 NOTE: INSULATE AS DIRECTED BY ENGINEER 8'x8' INSULATION FOR PIPE !d" CAIN THI('KNFSCI WAA 7 Special Details Date: 04-01-15 II Revised: H U - W - 01-20-17 WITH RETAINER GLANDS 20' CITY OF Special Details WATERMAIN LOWERING Date 04-01-15 WITH INSULATION DETAIL HU -W-5 Revised: 01-20-17 / INSTALL EXTERNAL MANHOLE CHIMNEY SEAL MANUFACTURED BY INFISHIELD OR APPROVED EQUAL POLYETHYLENE(PE) MANHOLE ADJUSTING RINGS ALL MANHOLES WITH INSIDE DROP SECTION 27 "DIA SHALL BE 5' DIA (I.D.) MANHOLE SECTION TO BE ASTM C-478 CLASS II 48" DIA w w m USE R-2 JOINT FOR m Q ALL MANHOLE JOINTS Q _ > 0 8" 0 "CRE -SEAL", "RESEAL", OR APPROVED EQUAL PRECAST STEPS AT GASKET CONNECTION SHALL 16" O.C. BE USED FOR CONNECTION PIPE TO MANHOLE PRECAST BOTTOM SECTION WITH INVERT #5 AT 12" O.C. EACH WAY VARIABLE STANDARD NEENAH R -1642-B MANHOLE FRAME AND COVER WITH TWO CONCEALED PICK SLOTS AND COVER LABELED "SANITARY SEWER" ADJUSTING RINGS MIN4" -MAX 12" 6" MIN. NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -8 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 2. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN THE SPECIFICATION (INCIDENTAL). tf=mer- CITYOF Special Details STANDARD MANHOLE (48 DateW� 04-01-15 DIAMETER) SANITARY SEWER HU -SS -1 Revised:EST. 1906 01-20-17 / INSTALL MET APPROVED EQL ALSO INSTALL CAST IRON CLI NOTES: 1. PAID AS SERVICE PIPE 2. INSTALL EVERY 100 FEET ORAS DIRECTED BY ENGINEER CITY OF EST. 1906 SANITARY SEWER SERVICE CLEANOUT Special Details Date: 04-01-15 Revised HU -SS -3 01-20-17 w z J >- w w 0- 0 O d 1' AS REQUIRED CURB BOX WITH V-1/4" STANDPIPE AND STATIONARY ROD (8'-6" AT FULL EXTENSION) 1" TYPE K COPPER 8" x13"x5" MANHOLE BLOCK CL STREET STEEL POST PAINTED BLUE AS REQUIRED T-6" MIN COVER 1" CORP STOP Lu z J H Lu a O d A 1" TYPE K COPPER WATERMAIN HORIZONTAL GOOSENECK LOOP SHALL BE NO HIGHER THAN WATERMAIN NOTES: 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH REQUIRED, CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC.. 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB E30XES A-1 OR CITY APPROVED EQUIVALENT. 3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22 -444M OR CITY APPROVED EQUIVALENT. 4. INHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY WATER SERVICES SHALL BE EXTENDED 10' BEYOND THE RIGHT OF WAY. Special Details �I CITY OF TYPICALWATER SERVICES Datefww 04-01-15 FOR WATERMAIN HU -W-2 Revised: r J� EST. 1906 01-20-17 4" OR 6" PVC SCH. 40 / 5' RISER i ** 45° BEND PROPERTY LINE/ t ELEV TO BE SET Q = E RIGHT OF WAY W LU BY THE ENGINEER DRAINAGE & MIN ' Q O C:> E UTILITY EASEMENT I MINIMUM OF 10' COVER w PIPE SHALL BE COMPLETELY ENTRENCHED (TYPICAL) OVER TOP OF PIPE AT r AND SHALL HAVE CLASS "B" BEDDING 1' I PROPERTY LINE 4" U 1° WHERE DIRECTED BY THE ENGINEER MIN Q w rq 0 J w u p � I = 5 4" OR 6" PVC SCH. 40 TYPICAL SERVICE WHERE COVER RISER f OVER TOP OF SEWER IS 14' OR MORE 4" OR 6" CONCRETE ENCASEMENT (TYPICAL) ALL SERVICE CONNECTIONS INCLUDING **45° BEND NECESSARY BENDS AND SPECIAL FITTINGS SHALL FERNCO ADAPTOR OR ? � 6" BE PAID FOR AT THE CONTRACT UNIT PRICE BID ELEV TO BE SET . SEE JOINT DETAIL BELOW `'1i" MIN PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL BY THE ENGINEER (TYPICAL) COMPENSATION SHALL BE ALLOWED FOR PROPERTY LINE/ PIPE SHALL BE COMPLETELY ENTRENCHED RIGHT OF WAY 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT AND SHALL HAVE CLASS "B" BEDDING THE PROPERTY LINE OR AS SPECIFIED. WHERE DIRECTED BY THE ENGINEER I 1 SERVICE STUB SHALL BE PLUGGED AND MARKED TYPICAL SERVICE WHERE COVER I WITH A 4"x4" TIMBER PROTRUDING TOUT OF THE OVER TOP OF SEWER IS 14' OR LESS MINIMUM OF 10' COVER BLOCKING FOR GROUND AND PAINTED GREEN OR STEEL FENCE OVER TOP OF PIPE AT EQUIPMENT POST. PROPERTY LINE 4. 4" OR 6" PVC SCH. 40 / 5' RISER i ** 45° BEND Special Details CITY ODate: F TYPICAL SERVICE CONNECTION 04-01-15 FOR SANITARY SEWER HU -SS -4 Revised: \ EST. 1906 01 -20-17 / N t ELEV TO BE SET Q = E 4" W LU BY THE ENGINEER Z '- = MIN ' Q O C:> E CONCRETE ENCASEMENT "4 w PIPE SHALL BE COMPLETELY ENTRENCHED (TYPICAL) a--+ Q dl w r AND SHALL HAVE CLASS "B" BEDDING 0 O Ln U 1° WHERE DIRECTED BY THE ENGINEER z� W O = Q w rq 0 J w u p v 6," a>,` = MIN TYPICAL SERVICE WHERE COVER f OVER TOP OF SEWER IS 14' OR MORE 4" OR 6" NOTES: 1. ALL SERVICE CONNECTIONS INCLUDING U O o J W Q NECESSARY BENDS AND SPECIAL FITTINGS SHALL FERNCO ADAPTOR OR CONCRETE BE PAID FOR AT THE CONTRACT UNIT PRICE BID APPROVED EQUAL FOR ENCASEMENT PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL DISSIMILAR PIPES (TYPICAL) COMPENSATION SHALL BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT VC WYE THE PROPERTY LINE OR AS SPECIFIED. z 3. SERVICE STUB SHALL BE PLUGGED AND MARKED WITH A 4"x4" TIMBER PROTRUDING TOUT OF THE CONCRETE ENCASEMENT THRUST BLOCKING FOR GROUND AND PAINTED GREEN OR STEEL FENCE (TYPICAL) CLEANING EQUIPMENT POST. 4. CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL U AND 6" PVC SERVICES FOR COMMERCIAL LOTS. 5. WHERE SIDEWALK OR TRAILS ARE PLACED T FROM V) Lu RIGHT OF WAY, SANITARY SEWER SERVICES SHALL BE EXTENDED 10' BEYOND RIGHT OF WAY. Special Details CITY ODate: F TYPICAL SERVICE CONNECTION 04-01-15 FOR SANITARY SEWER HU -SS -4 Revised: \ EST. 1906 01 -20-17 / N Q = E • C7 o U W LU L N N :E Z '- = Z ' Q O C:> E W Cr- cB t U ' w Ln w 0 C: 0 c'V or a--+ Q dl w r '=3< (n N Q rin 0 O Ln U 1° M z� W O = Q w rq 0 J w u p v =oz = W \\\ V NO<W w Q N Q W J m Nom Z Lu �< a O Q z Q_w O r _LL � W WIL � O�0 Lu U1-11 Lu w U O o J W Q N r w z O 0- U V) Lu D Lu w Q 0 z � 0 vi <n W_ r Z ~ J Q Lu Xn Z Z QJ Lu 0 J no o c/7 Z Lu a L J w J 0 LU LQ LJ j w w p = m U Q c/) JOB No: 171316 DATE: 04/10/2018 DRAWN BY: CJO DESIGNED BY: ECR SHEET: • 0 N Q d 0 w z UU Q 0 U 0 FINISHED GRADE SLOPE WALLS TO I_ ANGLE REPOSE SUITABLE ON SITE SOILS, MAX. 12" LOOSE LIFT OR PER SPECIFICATIONS. COMPACTED PER SPECIFICATIONS. 111111-1 1-1 1-1 1-1 1 F1 L- 12" OR TO UNDISTURBED SOIL O.D. OF PIPE (IIII SLOPE PER O.S.H.A. (IIII STANDARDS 12" MIN. -111 II illll (III 11= GRANULAR BEDDING AND IIII IIII ENCASEMENT MATERIAL AS -III II SPECIFIED PIPE IIII (IIII IIII 1=1 III-IIII 6"1=1 I= i�l i =i i i i i i=i I I=I I I=II III -III =III=111=111=IIII T TRACER WIRE AS SPECIFIED. BRING WIRE TO SURFACE AT UNDISTURBED SOIL OR COMPACTED TO EACH VALVE OR HYDRANT 0.6 100% STANDARD PROCTOR DENSITY 0. D. NOTES: 1. BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY IN LANDSCAPED AREAS, 100% IN PAVED AREAS OR WITHIN 5 FT. OF STRUCTURE 4001PVC PIPE BEDDING BEDDING NOT TO SCALE FINISHED GRADE j D1 ;III- EXISTING/PROPOSED STORM SEWER PIPE COMPACTED GRANULAR A 0 A PLAN VIEW PLACE 2" THICK SOIL BETWEEN INSULATION POLYSTYRENE INSULATION12» AND PIPE PER MNDOT 3760, CENTERED ON STORM PIPE 48" WIDE STAINLESS STEEL TAPPING SLEEVE RCP / PIPE \ PROVIDE COPPER CONDUCTIVITY WATERMAIN j STRAP TO BYPASS TAPPING \ SLEEVE. MINIMUM 16" X 4" WIDE FLAT COPPER STRIP. 24" MIN. RESILIENT WEDGE VALVE CONFORMING TO AWWA 6" C-509-80 STANDARDS FINSTALL45'TH \ O MEGALUGS SECTION. A -A LOWERED WATER PIPE NOTES: 1. STORM SEWER PIPE SHALL HAVE WATER TIGHT JOINTS FOR 10' EACH WAY FROM CENTERLINE OF WATER PIPE \ \//\// COURSE FILTER AFFREGATE PER MNDOT SPEC. 3149.2H. 420 1 WATER PIPE/STORM SEWER CROSSING UNDISTURBED EARTH COVER WITH POLYETHYLENE NOT TO SCALE MINIMUM 4 MIL. THICKNESS CONCRETE (TYPICAL). THRUST BLOCK 8" CONC. BLOCK (SEE DETAIL 414) GRADE SLOPE WALLS TO ANGLE REPOSE 12" OR TO UNDISTURBED 0. D. OF - I/ PIPE 12" MIN. / DIP PIPE PROVIDE BELL HOLE AT EACH JOINT SLOPE PER O.S.H.A. STANDARDS BACKFILL WITH SELECTED MATERIAL FROM EXCAVATION, COMPACTED TO 100% STANDARD PROCTOR DENSITY UNDISTURBED SOIL OR COMPACTED TO 100% STANDARD PROCTOR DENSITY NOTES: 1. BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY IN LANDSCAPED AREAS, 100% IN PAVED AREAS OR WITHIN 5 FT. OF STRUCTURE 4101DUCTILE IRON PIPE BEDDING PIPE BEDDING NOT TO SCALE NOTES: 1. 7.5' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. 2. ALL WATER MAIN BOLTS ARE TO BE CORE BLUE OR CITY APPROVED EQUAL 416WATER MAIN WET TAP NOT TO SCALE CRE -SEAL OR APPROVED EQUAL GASKET CONNECTION 'ONE LENGTH (20'-0") OF D.I.P. D.I.P. TEE RCP HORSESHOE CONCRETE MORTAR ALL SIDES NON -SHRINK GROUT D.I.P. BEND INTEGRAL BASE FOR NEW MANHOLES #5 DOWLS 8" MAX. SPACING FOR CONNECTION TOP NEW BASE TO EX. MANHOLE CORE DRILL INTO EX. MANHOLE 0 ~ • e� CORE DRILL INTO EX. MANHOLES 'r• �CITY OF Special Details STANDARD OUTSIDE DROP Date 04-01-15 SECTION FOR SANITARY SEWER HU—SS-2 Revised: AHU EST. 1906 01-20-17 / AH— N E Q_(v _� j O U W w z Z '� = Z ' C.lA Q a� c:> E Lu CC r U ' Ln Lu 0 c: (D cV of a --i Q dl w _ a- ul <rrnLn =3 ' (n M N Q c:H _* p o U.)U ( 1° M ZW O = -0 Q w r � Lu U ::D D i ZD p z Q = w V)0 w< w Q aco~ N Q W J m N � ~ zLu \ Q z Q w O L N L _LL P � w Lu � w a� O Eu U � w w c�U O o J W Q � z 0 a N m Lu z O 0- O V) w D Lu w Q 0 CL Z � O cn <� W_ r Z ~ J Lu 0n Z Z Q Lu 0 J b _ w L J �/� __jJ W C) LLL Q j w w p = m U Q U JOB No: 171316 DATE: 04/10/2018 DRAWN BY: CJO DESIGNED BY: ECR SHEET: C4o5 O EXISTING LIFT STATION SAN MH EXISTING SAN MH RIM: 924.65 RIM: 924.42 INV OUT: 907.31 BOT: 899.31 INV OUT: 907.08 / / / / \ / ' / WL / �w��WL 7- MH 901 ` EXISTING SEE DETAIL 534 \ SAN MH ■ r APRON 902 M: 931.19 RIM:931.17 INV: :: 923.59 INV: 924.25 / 2 7 INV OUT:927.00 Iv `I k k k k k k k � LL LL L k 928.5 J LL� LL L / k LLLLLLLLLLL Ll 1, 1 LL L / I CBMH 1101 \ 85' of 24" RCP @ 3.23% LL_LLL LLr " / / / / NE SEE DETAIL 534 / \ I I EX STING " k LLL LL LLL / / / / INFILTRATION RIM--- � M �� I RIM': 930.23 CBMH 801 � �( NW FILTRATION -� / � / CA CH BASIN �k RIM: 918.0 9 0 INV OUT:923,50 INV: 909.80 " LL BASIN _LL " / BASIN i " \ I IN :926.10 - EO I LLL BTM: 915.0 _ k I BTM: 924.0 25 of 24 RCP @ 2.00% 30' OF 15" 919.2 LLL _L HWL: 928.5 LL HWL: 918.2 L / / / APRON 902 \ » HDPE @ 1.0% » / / » LL LLLILLL LLL / CLLZt � L --L rn INV: 924.25 n k k LLLLLq�L 'L LLLrL k / FFE: 931.50 \k LLl+L _ / / / NE WETLAND » I ; v I k r k k I k I k LL±L L 6" PERF PIPE _ �- / \ I I I \ I LLL i @ 0.5%-L ° / / BTM: 923.0 LLL L LLL LLLILL NE I HWL: 928.5 LL L LLL LLLLL 6" PE CAP PRETREATMENT " J 15" METAL APRON 802 L� LLLLL LLL L INV: 913.5 / I I / \ + I k INV: 909.5 » r_ LL L Lt LrL L 7Ik I POND SEE DETAIL 571 & 580 LLLLL LL LLLL I I BTM: 921.0 @ v kL6„ PE CAP/LL l I z NWL: 924.0 FFE: 931.50 '0 LL INV: 913.5 _L I I / - ZZVAI LLL�L L� �L APRON 108 HWL: 928.5 / k LLLL LL LL INV: 922.50 APRON 1002, / / 12" RC APRON 501 V L L LL LLL + + + + + + A / » » L�LL LLLLL L » kINV: 922.50 » INV: 926.0 LILL LL LL L I I I / o ( ++++I+ SEE DETAIL 580 1 " " " LLL LL LL L / k LL LL LL I L MH 302 / 21 RC APRON 403 I+ I I / I v \ LL L�L�LLL I SEE DETAIL 534 / INV: 922.5 108' of 12"I RCP @ -1.85% I LL LLL �LL RIM:926.46 SEE DETAIL 580 1 / LL LLLLL �_ CBMH 1001 LL "'' INV IN:921.00 o�. 27g� I SEE DETAIL 534 1 CBMH 503 » LL LL INV OU 1:915.15 57' of 21 " RCP @ 2.15% _30,, of 18" RCP RIM:929.61 SEE DETAIL 534 / 27 METAL APRON 304 » I pc 1 @ O.g�% INV OUT:924.25 RIM:931.18 I / INV: 914.90 A SEE DETAIL 571 & 580 " I _ @ In INV IN:925.69 CONNECT TO 227' of 15" RCP @ 1,00% Q CBMH 502 INV OUT:925.69 EXISTING CBMH 48' OF 27" HDPE @ 0.52% I " I I I > '`�» » \ 329 I RIM 932.67 \ / ^� / CBMH 401 1 \ \ � INV IN: 928.00 RIM: 931.12 SEE DETAIL 5341 I \ \ INV OUT: 926.50 n� INV: 925.3 cc ) � INV: 925.34 (W) RIM:928.91 I \ CBMH 402 \ I 163' of 36" RCP @ 0.50% INV OUT:926.00 _ SEE DETAIL 534 CBMH 107 > » �> v RIM:928.72 SEE DETAIL 534 INV IN:923.73 RIM:928,77 / j I 69' of 36" RCP @ 0.51 % / INV OUT:923.73 INV IN:922.26 � 2�>, " ° "� , �� " INV OUT:922.25 of 2j n / » 253' OF 24" HDPE @ 1.18% E ISTING I I � � � � � � � �� RCp � • ;� �. N MH / Oo RIM: 30.34 �.�09 ; INV: .37 // � k 9 / // I ,� 7q �S �/ » NL �� CBMH 106 / N95.3 » I CBMH 701 \ \ \ / / / SEE DETAIL 534 \� SEE DETAIL 534 / / RIM:929.73 I + d6 RIM:928.42 / \ / / / INV IN:923.38 + dd n INV OUT:924.42 I \ \ / / , / / INV OUT:923.38 I 117' OF 15" HDPE @ 0.80%/ / / � 129' of 27" RCP @ 0.40% 24" METAL APRON 301 922- / / \ \ \ " I I INV: 924.00 I I \ / \ \ \ CBMH 105 SEE DETAIL 534 n i FFE: 931.50 \ • \ INV IN:923.90 RIM:929.71 INV OUT:923.90 I wo v 15" METAL APRON 701 / \ I III INV: 923.48 � /SEE DETAIL 571 & 580 \ 147' of 24" RCP @ 0.39% / v 1 CBMH 104 \ I I SEE DETAIL 534 SW PRETREATMENT » / I rn l I I 1 RIM:929.50 I I INV IN:924.47 .4 ^ \ POND I I I I a, /\ I I INV OUT:924.47 , BTM: 922.0 l I r \ NWL: 924.0 v HWL: 926.5 \ I I I ° EXISTING EXI TIN I \ l CATCH BAST NIM 929.58 RI 29.48 925.65 INV -.923 78 Ik \ I I 1 18' of 24" RCP @ 0.41%- v X16' of 21RCP @ 0.44% / f CBMH 102 EXISTI� 203 RC APRON I \ \ / /� / SEE DETAIL 41 CATCH RIM: 9B9.71EXISTINGv r INV: 923.82 \ / INV IN:925.02 INV: 925.4 CATCH ASIN l C SEE DETAIL 580 \\ \ INV OUT:925.02 39 k / / I � � IN23. 1 \ k k I CB 201 I \ / 120' of 15" RCP @ 0.40% n / \ k I SEE DETAIL 534 \\ / I I CBMH 103 v \ RIM:930.81 -' 93' SEE DETAIL 534 < I << INV OUT:928.33 I �\ / / I RIM:929.64 l \ I / 35' of 30" "RCP @ 1.13% INV IN:924.95 INV OUT:924.95 k \ I " CB 202 148' of 21" RCP @ 3.01% \ \ _CBMH 101 95 i I / \ 6 SEE DETAIL 534 SEE DETAIL 534 I EXISTING l I IM:927.50 I RI:92 I SAN MH Imv IN:923.89 INV OUT:925.50 .50 RIM 93218 IF I IN 0 T:923.89 k kl k EI k k k kk_ l k k l INV: 923.08 ---- I / l l I � N 60 120 SCALE IN FEET STORM WATER MANAGEMENT LEGEND: ® MANHOLE ® CATCH BASIN (SEE DETAIL 533) 9 APRON >> STORM SEWER (SEE DETAIL 542) - - >> DRAINTILE (SEE DETAIL 521) » VEGETATED SWALE RIPRAP (SEE DETAIL 570) NWL 100 -YEAR HIGH WATER LEVEL 100-HWL NORMAL WATER LEVEL 11 LLLLLLLLLLL LLLLLLLLLLL U,,:t 1O FILTRATION MEDIA WF: 919.2 *9 EMERGENCY OVERFLOW (SEE DETAIL 504) + + + +++++++++ O F_ < w r p COMPACTED CLAY LINER (SEE DETAIL 553) GENERAL GRADING AND DRAINAGE NOTES: 1. LABELED PIPE LENGTH INCLUDES APRON LENGTH 2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFORE BEGINNING SITE GRADING ACTIVITIES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIAL TO BE HANDLED, AND FOR THE AMOUNT OF GRADING TO BE DONE. ALL COSTS ASSOCIATED WITH IMPORTING SUITABLE MATERIAL AND EXPORTING UNSUITABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE. 4. CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ONSITE TOPSOIL, IF MATERIAL IS APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. PROVIDE A UNIFORM THICKNESS OF 6" MINIMUM IN ALL DISTURBED AREAS TO BE LANDSCAPED. 5. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE DIRECTED. 6. REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. 7. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE SITE REMOVALS PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. 8. SEE CIVIL SITE PLAN FOR SITE LAYOUT. 9. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE. 10. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT ELEVATION SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB). SPOT LABELED ME REFERS TO MATCH EXISTING GRADE, EOF REFERS TO EMERGENCY OVERFLOW ELEVATION, TW REFERS TO TOP OF WALL AND BW REFERS TO BOTTOM OF WALL. 11. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. 12. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. 13. UNIFORMALLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 14. LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATIONS IN A MANNER TO MINIMIZE THE POTENTIAL FOR EROSION. Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N a=E • cD o LU V (n = L w N Z Z c: Z • < 0 LU U oC �W�o Ln V' fV i= }, Qo,w J ry) Z) cn QmN O O Ln U,,:t 1O M Z w O F_ < w r p v U < = OV ��w N w Q < ca ~ N w m IL 2 N p ~ Z � O~< zw Qw O F- r _w LU > � w w CL LL CL O w U www 'a :mm) O p J w z c z < N 0 r m LLJ z O IL V) w p LU r Z Z J O w w Q r z w Q w w 0 >< Q w O LU r �z O Z Qp- > LL_j� w w > _� w w 6 ry LLJ O LU wQ C) U = cp U w O </) c") JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: C5eO 10' TOP/BERM BEYOND ELEVATION PROVIDE STABILIZATION PER PLAN TOP/BERM ELEVATION TOP OF CL VARIES 4'-0" MA: 6" PROVIDE STABILIZATION PER PLAN 5' SECTION VIEW 10' FLOW ZONE 4' 1 FRONT VIEW EMERGENCY OVERFLOW ELEVATION 5041 EMERGENCY OVERFLOW NOT TO SCALE SEE PLANS FOR CASTING T"^r DEPRESS 0.1' V GUTTER LINE 24" X 36" PRECAST 2" ADJUSTING RINGS (MIN. 2, MAX. 4 RINGS) REINFORCED CONCRETE CATCH BASIN PER ASTM C478 LOPE BENCH 2" PER FT. ONCRETE BASE POURED OR PRECAST CONCRETE BASE NOTES: 1. REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SQ. INCH PER FOOT OF HEIGHT 53312' X 3' CATCH BASIN NOT TO SCALE COMPACTED CLAY WITH PERMEABILITY OF 10EE-7 12" MIN. III o 12" MIN. SCARIFY AND RECOMPACT SUBGRADE TO AT LEAST 100% STANDARD PROCTOR DENSITY PLANTING MEDIUM 60-80% SEMI -COARSE WASHED SAND PER ASTM C-33 15-25% MNDOT GRADE 2 COMPOST 0-20% TOPSOIL WITH LESS THAN 5% CLAY CONTENT BY VOLUME 6" MAX. UNCOMPACTED LIFTS SEED AND/OR PLANTINGS SEE LANDSCAPE FINISHED GRADE eieii_iii_ i��i m'] 1h.71 ' L' � W M i�iiiiii iiia q� FINISHED GRADE 8" 12" MIN LOOSENED SOIL TOP/EDGE OF INFILTRATION BASIN ELEV XXX.X' UNCOMPACTED NATIVE SOIL (SEE NOTE 4) NOTES: 1. DO NOT ALLOW CONSTRUCTION TRAFFIC OR SOIL COMPACTION WITHIN BASINS. ONLY LOW COMPACTION EQUIPMENT SHALL BE USED FOR CROWNING. 2. INFILTRATION AREA MAY ONLY BE EXCAVATED TO ITS BASE AFTER THE CONTRIBUTING WATERSHED IS STABLE 3. THE FINAL GRADING OF THE INFILTRATION BASIN SHOULD BE GRADED FLAT 4. PROVIDE 12" NATIVE SOIL LOOSENING (RIPPING) AS DIRECTED BY ENGINEER IMMEDIATELY PRIOR TO PLACING PLANTING MEDIUM 5511 INFILTRATION BASIN #X NOT TO SCALE PLANTING MEDIUM 60-80% SEMI -COARSE WASHED SAND PER ASTM C-33 SHREDDED 20-40% MNDOT GRADE 2 COMPOST BY VOLUME HARDWOOD MULCH 6" MAX UNCOMPACTED LIFTS AND PLANTINGS PER LANDSCAPE PLAN TOP/EDGE OF BIOFILTRATION BASIN y' 7� 12MIN." - __________ -- �' ��-��d ELEV XXX. X' PERFORATED PVC DRAINTILE. SEE PLAN FOR SIZE, INVERT AND LAYOUT. COARSE FILTER -AGGREGATE PER MNDOT 3149.2H TYPE 1 GEOTEXTILE FABRIC PER MNDOT 3733 E ELEV XXXXX. X' E LRVXXXXX'X, UNCOMPACTED NATIVE SOIL (SEE NOTE 4) NOTES: 1. DO NOT ALLOW CONSTRUCTION TRAFFIC OR COMPACT SOIL WITHIN BASINS. ONLY LOW COMPACTION EQUIPMENT SHALL BE USED FOR CORNER. 2. BIOFILTRATION AREA MAY ONLY BE EXCAVATED TO ITS BASE AFTER THE CONTRIBUTING WATERSHED IS STABILIZED. 3. THE FINAL GRADING OF THE BIOFILTRATION BASIN SHOULD FOLLOW THIS DETAIL WITH SLIGHT UNDULATIONS IN THE BOTTOM OF THE BASIN. IT SHOULD NOT BE GRADED FLAT. THIS WILL INCREASE THE CHANCES OF ADEQUATE VEGETATION TAKING HOLD IN WET CONDITIONS. 4. PROVIDE 12" NATIVE SOIL LOOSENING (RIPPING) AS DIRECTED BY ENGINEER. 5501 BIO -FILTRATION BASIN #X NOT TO SCALE NOTES: 1. PLACE LINER BELOW POND & INFILTRATION BASIN. 5531 COMPACTED CLAY LINER TR NOT TO SCALE RIP RAP S DETAIL 5 PER PLAN 3' MIN. CONCRETE PIPE TIES ("U" BOLTS) DFD AANIFInT CTANIFlADfl DI ATF yr L BE DES 0 HKLH LAUHVHILU rUK Ir1L Klr'KHr', I_K/ANULHK rILILK IVIHILKIHLJ. RANDOM RIPRAP PER MNDOT 3601, CLASS 3. DIMENSION E IS GIVEN ON STANDARD PLATES 3100 AND 3110. AS INDICATED ON THE DRAWINGS 4. GRANULAR FILTER, SPEC. 3601, MAY BE USED AS A CUSHION LAYER. PLA FILTER PER SPEC. 2511. THE CUSHION LAYER IS INCIDENTAL. 5. GRANULAR FILTER OR RIPRAP, SPEC. 3601, TO EXTEND UNDER ENTIRE OPE PORTION OF PIPE APRON. DEPTH OF MATERIAL UNDER APRON SHALL MAT RIPRAP DEPTH. WHEN USING RIPRAP INCREASE RIPRAP QUANTITY ACCORDI C AND PLACE A 3" LAYER OF 1.5" CRUSHED ROCK UNDER THE APRON TO A C GEOTEXTILE FABRIC GRADING FOR APRON PLACEMENT. CRUSHED ROCK IS INCIDENTAL. PER MNDOT 3733 5701 RIPRAP AT RCP OUTLETS NOT TO SCALE PIPE SIZE RIPRAP AT RCP OUTLETS WIDTH 21"& LESS 1/2" CLASS II d50=6" CLASS III d50=9" CLASS IV d50=12" 24' 42"TO 54" 3/4' 24' GRANULAR 1" 24" GRANULAR GRANULAR Ln C: (D c'V orf dl W DIA. ROUND rigm (n Q M N GEOTEXTILE FILTER 12" DEPTH GEOTEXTILE FILTER 18" DEPTH GEOTEXTILE FILTER 24" DEPTH Q w r 0:� U p ? w PIPE (IN.) L (FT.) FILTER UNDER RIPRAP FILTER UNDER RIPRAP FILTER UNDER RIPRAP N w Q w < >- w (SQ.YD.) APRON (CU.YD.) (SQ.YD.) APRON (CU.YD.) (SQ.YD.) APRON (CU.YD.) � _LL Lu > aof w Lu CL a� O w (CU.YD.) U � w w U O p J W (CU.YD.) W (CU.YD.) 12 8 16.9 0.2 3.0 19.6 0.3 4.4 22.6 0.3 5.9 15 8 18.0 0.2 3.2 20.8 0.3 0.8 23.9 0.4 6.4 18 10 22.4 0.3 4.3 25.6 0.4 6.4 29.0 0.5 8.5 21 10 24.1 0.4 4.7 27.4 0.6 7.1 30.9 0.7 9.4 U 24 12 29.7 0.1 6.2 33.4 0.8 9.2 37.3 1.0 12.3 27 12 31.4 0.1 6.6 35.2 0.9 9.9 39.2 1.2 13.2 30 14 37.0 0.8 8.2 41.6 1.1 12.3 46.0 1.5 16.4 36 16 45.0 1.1 10.6 50.5 1.6 15.8 55.4 2.1 21.1 42 18 52.0 1.2 12.5 57.8 1.7 18.7 63.0 2.3 24.9 48 20 61.1 1.5 14.8 66.5 2.2 22.2 72.0 2.9 29.6 RIPRAP AT RCP -A OUTLETS ry Lu LULU Lu w CLASS II d50=6" CLASS III d50=9" CLASS IV d50=12" U = m C) rV O GRANULAR C/7 c j GRANULAR JOB No: 171316 GRANULAR DATE: 04/10/2018 SPAN OF DRAWN BY: GEOTEXTILE FILTER 12" DEPTH GEOTEXTILE FILTER 18" DEPTH GEOTEXTILE FILTER 24" DEPTH PIPE ARCH L (FT.) FILTER UNDER RIPRAP FILTER UNDER RIPRAP FILTER UNDER RIPRAP (IN.) (SQ.YD.) APRON (CU.YD.) (SQ.YD.) APRON (CU.YD.) (SQ.YD.) APRON (CU.YD.) (CU.YD.) (CU.YD.) (CU.YD.) 22 10 22.4 0.3 4.1 25.6 0.4 6.2 29.0 0.5 8.1 28 12 29.5 0.5 5.7 33.2 0.7 0.5 37.1 0.9 11.3 36 14 37.3 0.8 7.5 41.5 1.1 11.2 45.8 1.5 14.9 43 16 45.9 1.1 9.5 50.5 1.6 14.2 55.3 2.1 19.0 51 18 52.5 1.2 11.3 57.5 1.7 16.9 62.7 2.3 22.5 58 20 59.9 1.3 13.2 65.2 1.9 19.8 70.7 2.5 26.4 4 1 RANDOM RIPRAP PER SEE TABLE ABOVE MNDOT 3601, CLASS FOR DEPTH OF RIPRAP AS INDICATED ON THE DRAW GS 2O 1, II=IT�IT1= 2' 00 A o o GEOTEXTILE FABRIC OO PER MNDOT 3733 SEC. B -B � C) NOTES: 2' REQUIREMENTS FOR GEOTEXTILE TYPE, RIPRAP SIZE AND THICKNESS WIC DESIGNATED IN PLANS. PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE A SPECIAL DESIGN. 1. FOR PIPES GREATER THAN OR EQUAL TO 30", USE 18". PLAN L 2. GEOTEXTILE FILTER, SPEC. 3733, SHALL COVER THE BOTTOM AND S 3' MIN. CONCRETE PIPE TIES ("U" BOLTS) DFD AANIFInT CTANIFlADfl DI ATF yr L BE DES 0 HKLH LAUHVHILU rUK Ir1L Klr'KHr', I_K/ANULHK rILILK IVIHILKIHLJ. RANDOM RIPRAP PER MNDOT 3601, CLASS 3. DIMENSION E IS GIVEN ON STANDARD PLATES 3100 AND 3110. AS INDICATED ON THE DRAWINGS 4. GRANULAR FILTER, SPEC. 3601, MAY BE USED AS A CUSHION LAYER. PLA FILTER PER SPEC. 2511. THE CUSHION LAYER IS INCIDENTAL. 5. GRANULAR FILTER OR RIPRAP, SPEC. 3601, TO EXTEND UNDER ENTIRE OPE PORTION OF PIPE APRON. DEPTH OF MATERIAL UNDER APRON SHALL MAT RIPRAP DEPTH. WHEN USING RIPRAP INCREASE RIPRAP QUANTITY ACCORDI C AND PLACE A 3" LAYER OF 1.5" CRUSHED ROCK UNDER THE APRON TO A C GEOTEXTILE FABRIC GRADING FOR APRON PLACEMENT. CRUSHED ROCK IS INCIDENTAL. PER MNDOT 3733 5701 RIPRAP AT RCP OUTLETS NOT TO SCALE PIPE SIZE "U" BOLT DIA. WIDTH 21"& LESS 1/2" 24" 24"TO 36" 5/8» 24' 42"TO 54" 3/4' 24' 60"& GREATER 1" 24" NOTES: HINGED CONNECTION HINGED CONNECTION DIA. BARS ARD TO HAVE ONE CROSS BAR (EQUALLY SPACED) 3/4" DIA. BOLTS (SEE NOTE) 1. TWO -"U" BOLT FASTENERS TO BE INSTALLED ACROSS EACH JOINT, ONE ON EACH SIDE OF THE PIPE AT 60' FROM THE TOP OF THE PIPE. 2. AFTER FABRICATION - HOT DIP GALVANIZE PER MNDOT 3392, OR APPROVED EQUAL. FASTEN FIRST THREE JOINTS. 3. BOLT HOLES (7/8") TO BE DRILLED IN CONCRETE AT INSTALLATION, 4. ALL APRON INLETS AND OUTLETS SHALL HAVE TRASH GUARDS AND RIPRAP, UNLESS INDICATED OTHERWISE. 5801 RCP APRON WITH TRASH GUARD NOT TO SCALE N Q = E • (7 o U Lu = L W N N Z Z 'w C Z • Q a) O CC r W U ' �wrn_O Ln C: (D c'V orf dl W rigm (n Q M N c ~ -I p o Ln 41 U 1 1° M r Z � w Q w r 0:� U p ? w v S �p p Z Ute¢= 00.5 V N w Q w < >- w m v p LUZ ~afO�Q z Q w O � _LL Lu > aof w Lu CL a� O w U � w w U O p J W :mm) Q W Z N HE I ral Z 0 U Lu Lu p W w Q 0 ZQ Z J w Q cn r Z z w ri-IQ Q Lu -E Lu n 125Z X p � � (D a Lu Z Q w � (D Lu 12 Ur = LU Q ry Lu LULU Lu w Q >_ D 3 Q U = m C) rV O C/7 c j JOB No: 171316 DATE: 04/10/2018 DRAWN BY: CJO DESIGNED BY: ECR SHEET: • O /Ord N 60 120 O SCALE IN FEET E E N W A Y P L A C E EXISTING LIFT STATION SAN MH EXISTING SAN MH RIM: 924.65 INV OUT: 907.31 RIM: 924.42 BOT: 899.31 - INV OUT: 907.08 EROSION CONTROL LEGEND: EXIS TING GR \ _ \ / \ %VEL ORl V Y \ / ---< \ < \\ < //< < < -- -< �< WEXISTING 140 S TREE N SPU TURF �� C TENSION I RIM 931 M 9 C INV: 923.59 7I A \ -- T T + + l + + + + + + 9• o, " ' �� i ' • cD o U i ! 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II.J■■■L■13■WCG_BMW--Amr- i 0 + + + + + + 93 .99 , \ I + + + + + + + + \ + + + + + + + I I n + + + + + -T + I v \ I - + \+ + + + + + \ 1 + +� + + + + + +I + + + + n+ + IV I V \I + + + + + + + +IV 1 4 +I + + + + + + \ \ tl++++ + + + + + + + + + + + + + + + v 1 + + + + + + +� - + /+ + + + +I + 1 I\ +�+ + + ++ + + m I I „ \ + + + + + + + + +I + + + + 1+ + + ' Q +I + + + + + + + 1 z / + + + + + + + W + + + ++ + LL v / 29. 4 + +' + ` 931 0 + + + + + + + + + + + + n + >> v + (>+> + + + + + + + •; E ISTING o v RIM: 930. INV: 1 9 .37 931.38 q7 0.2 931.00 I 931 .46 + +3. 9 n 931- 4730. + - 9 0.43 931 .47 47 ,1 n + + + v + - + \ \ +•+ _ - + + v \ + + n \ 9 4 930.23 \ - + v • 31.2 + A 929.04 ' . •°' ' � o+ + 929.57 1 ' + % + + rC + ~ + O v z I + o l + +� _jI \ I M 94 EXIJING 930.1 930.46 - +��+ >� SANT�hH < + + - Q RM:,9'32.18 9 ' VV' 923.08/ ' W PROPER Y L 11VE V 931.60 ROCK CONSTRUCTION ENTRANCE (SEE DETAIL 600) SILT FENCE (SEE DETAIL 601) BIOROLL (SEE DETAIL 604) INLET PROTECTION (SEE DETAIL 605) EROSION CONTROL BLANKET + + LANDSCAPING (SEE LANDSCAPING PLANS) WET BASIN SEEDING (SEE LANDSCAPING PLANS) CONSTRUCTION SEQUENCE FOR STORMWATER FACILITIES AND SOIL RESTORATION: 1. ALL STORMWATER FACILITIES (INFILTRATION SWALES, INFILTRATION BASINS, STORM SEWER, ETC.) MUST BE CONSTRUCTED FIRST. 2. PROTECT ALL STORM FACILITIES DURING ALL CONSTRUCTION ACTIVITIES. 3. INSPECT ALL STORMWATER FACILITIES DURING CONSTRUCTION ACTIVITIES AND RESTORE ANY THAT ARE NOT FUNCTIONING PROPERLY BY REMOVING SILTING OR OTHER DEBRIS THAT IS LIMITING THE FUNCTION OF THE STORMWATER FACILITIES. 4. PRIOR TO FINAL GRADING AND STABILIZATION, ALL STORMWATER FACILITIES MUST BE CLEANED OF ANY SILTING OR OTHER DEBRIS AND TESTED TO ENSURE PROPER INFILTRATING CHARACTERISTICS. IF INFILTRATION DOES NOT ACHIEVE A MINIMUM OF 0.80 INCHES PER HOUR, REMOVE AS NECESSARY ALL SOILS WITHIN BASIN BOTTOM AND REPLACE WITH SOIL PER DETAIL IN ORDER TO ACHIEVE THE DESIRED INFILTRATION VALUE. 5. PRIOR TO BUILDING, THE PROPOSED GREEN SPACE SHOULD BE DEEP TILLED TO A DEPTH OF 2 FEET USING A TRACTOR AND SUB-SOILER WITH TWO DEEP SHANKS (CURVED METAL BARS) TO CREATE RIPS PERPENDICULAR TO THE DIRECTION OF FLOW. 6. AFTER FINAL GRADING OF INDIVIDUAL LOTS, SPREAD A MINIMUM OF 2" OF COMPOST OVER ALL AREAS TO BE LANDSCAPED. THEN EACH LOT SHOULD BE DEEP TILLED TO A MINIMUM DEPTH OF 12 INCHES. 7. PROVIDE FINAL STABILIZATION AS DEFINED BY LANDSCAPE PLAN. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. 2. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY BASIS AND DURING RAINFALL EVENTS. REMOVE ACCUMULATED SEDIMENT DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND DOWNSTREAM DRAINAGE SYSTEMS AS NEEDED. DO NOT ALLOW SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE CAPACITY OF THE DEVICE. REPLACE DETERIORATED OR DAMAGED EROSION CONTROL DEVICES WITHIN 24 HOURS. 3. PROVIDE ADDITIONAL EROSION CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT WITH THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. 4. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. 5. STABILIZE ALL AREAS WHICH HAVE BEEN FINISH -GRADED, AND ALL DISTURBED AREAS IN WHICH GRADING OR CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY, AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. REPAIR ERODED AREAS IMMEDIATELY. 6. LOCATE SOIL OR DIRT STOCKPILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL WITH A DOWNSLOPE DRAINAGE LENGTH OF NO LESS THAN 25 FEET FROM THE TOE OF THE PILE TO A ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT FENCE BARRIERS AROUND THE PILES. 7. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH THE METHODS OUTLINED IN THE BEST MANAGEMENT PRACTICES HANDBOOK: "PROTECTING WATER QUALITY IN URBAN AREAS," PUBLISHED BY THE MINNESOTA POLLUTION CONTROL AGENCY. 8. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE PERMANENTLY ESTABLISHED. COORDINATE REMOVAL WITH PERMANENT RESTORATION OF ALL AREAS OCCUPIED BY TEMPORARY DEVICES. 9. PHASED CONSTRUCTION SHALL BE USED TO THE EXTENT PRACTICAL OR AS INDICATED ON THE PLANS TO MINIMIZE EXPOSED SOILS. 10. EROSION CONTROL PLAN, AS WELL AS THE WEEKLY AND POST RAINFALL EVENT INSPECTION REPORTS TO BE KEPT IN THE ON-SITE JOB TRAILER. 11. CONTRACTOR SHALL MAINTAIN ROCK ENTRANCE(S) DURING CONSTRUCTION 12. ALL STORM SEWER CATCH BASINS TO BE PROTECTED FROM SEDIMENT DEPOSITION WITH AN APPROVED INLET PROTECTION DEVICE. CONTRACTOR SHALL CLEAN STORM SEWER SYSTEM OF SEDIMENT AND DEBRIS PRIOR TO COMPLETION. Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. 0 a =N __ • cD o U W L w L Ln z z� �txoz • 0 cc LU U oC °� LU _O (D fV i= }A Qo)w w m ' cnQmN � ~ ri O C:)Ln U [ 1O m r Z w O = '0 U Er. ? w 0 v ��oz U " Q = V)0<L V V) w Q w Q r ~"'N m CL LU inZ ceO~ Q Z � Q w 0 F- r LU CL AL CL1- O LU U Www O O J W Q � z Q o m LLJr Z O 0- iY U V) w 0 LU LIJ Q 0 r z LU QO z � r) n Q W In zz O LU O "' Q r" o O Z LLJ z Q _ O '-'-' w LU z w _ Q m � CU = r cit JOB No: 171316 DATE: 04/10/018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: O REGULATORY CONTEXT AND COMPLIANCE: 1. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INCLUDE SILT FENCE, A ROCK CONSTRUCTION ENTRANCE, STORM DRAIN INLET PROTECTION, AND TEMPORARY SEED, MULCH AND SOD, AS NEEDED. 2. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES INCLUDE LANDSCAPING, TURF, TURF REINFORCEMENT MAT (TRM) AND RIPRAP. 3. PERMANENT STORMWATER BMP'S INCLUDE: INFILTRATION BASINS, WETLANDS, AND STORM SEWER. SEE THE PROJECT SWMP REPORT FOR DETAILS. MAINTAIN BMP'S TO ENSURE PERFORMANCE AND COMPLY WITH MAINTENANCE AS REQUIRED. 4. PLACEMENT OF FILL IN WATERS OF THE STATE: THE PROPOSED PROJECT WILL IMPACT WETLANDS. 5. THE PROJECT'S STORMWATER DISCHARGE IS NOT SUBJECT TO ADDITIONAL REGULATIONS DUE TO ANY OF THE FOLLOWING: KARST AREAS, DRINKING WATER SUPPLY MANAGEMENT AREA, ENDANGERED OR THREATENED SPECIES, OTHER FORMAL ENVIRONMENTAL REVIEWS. 6. THE PROJECT'S STORMWATER DISCHARGE IS NOT ANTICIPATED TO IMPACT ANY OF THE FOLLOWING; OUTSTANDING RESOURCE VALUE WATERS, TROUT WATERS, CALCEROUS FENS, DNR PUBLIC WATERS "WORK IN WATER RESTRICTIONS", PROPERTIES LISTED BY THE NATIONAL REGISTER OF HISTORIC PLACES OR ARCHEOLOGICAL SITES. GENERAL PHASING AND SEQUENCE OF CONSTRUCTION: 1. CONTRACTOR AND OWNER SHALL APPLY FOR AND OBTAIN AN NPDES PHASE II PERMIT PRIOR TO BEGINNING CONSTRUCTION. 2. TEMPORARY EROSION AND SEDIMENT CONTROLS INCLUDING THE ROCK CONSTRUCTION ENTRANCE, STORM DRAIN INLET PROTECTION AND SILT FENCE SHALL BE INSTALLED PRIOR TO LAND DISTURBING ACTIVITIES IN THE AREAS WHICH THEY PROTECT. 3. PERFORM CLEARING AND GRUBBING AND SITE REMOVALS WORK. 4. CONSTRUCT THE DETENTION BASIN AND OUTLET FIRST FOR USE DURING CONSTRUCTION. BASIN MAY BE DUG BELOW PLAN DEPTH FOR TEMPORARY SEDIMENT REMOVAL, IF NECESSARY. STABILIZE THE BASIN WITH TEMPORARY SEED. PROTECT THE OUTLET FROM SEDIMENT TO PREVENT SEDIMENT DISCHARGE TO THE WETLAND. CLEAN AND MAINTAIN BASIN THROUGHOUT CONSTRUCTION. 5. PERFORM EARTHWORK FOR BUILDING AND PARKING LOT CONSTRUCTION. 6. INSTALL WATER, STORM AND SANITARY SEWER. 7. PROTECT NEW STORM SEWER INLETS. 8. PROVIDE PERMANENT STABILIZATION FOR LAWN AND LANDSCAPED AREAS AS SOON AS POSSIBLE FOLLOWING GRADING. 9. FOLLOWING INSTALLATION OF PAVEMENT, REMOVE ALL ACCUMULATED SEDIMENT FROM DETENTION BASINS AND RESTORE PLAN GRADES AND PERMANENTLY STABILIZE THE DISTURBED AREA. 10. REMOVE SEDIMENT, CONTAMINANTS AND DEBRIS FROM THE PERMANENT BMPS AFTER PERMANENT STABILIZATION OF THE ENTIRE CONTRIBUTING DRAINAGE AREA. 11, SUBMIT NOTICE OF TERMINATION (NOT) TO MPCA WITHIN 30 DAYS OF ACHIEVING FINAL STABILIZATION. EROSION PREVENTION NOTES: 1. PHASED CONSTRUCTION SHOULD BE USED TO THE EXTENT PRACTICAL OR AS INDICATED IN THE PLANS TO MINIMIZE EXPOSED SOILS. 2. AREAS NOT TO BE DISTURBED SHOULD BE DELINEATED WITH FLAGS, STAKES, SILT FENCE, ETC. PRIOR TO WORK BEGINNING. 3. MINIMIZE THE NEED FOR DISTURBANCE OF STEEP SLOPE AREAS AND USE PROPER PHASING AND STABILIZATION PRACTICES (I.E. SLOPE DRAINING AND TERRACING) FOR THOSE AREAS WHICH MUST BE DISTURBED. 4. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH THE METHODS OUTLINED IN THE BEST MANAGEMENT PRACTICES HANDBOOK: "PROTECTING WATER QUALITY IN URBAN AREAS," PUBLISHED BY THE MINNESOTA POLLUTION CONTROL AGENCY. 5. INSTALL TEMPORARY EROSION PREVENTION DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. 6. MAINTAIN, INSPECT AND REPAIR ALL TEMPORARY EROSION PREVENTION MEASURES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. 7. PROVIDE ADDITIONAL EROSION CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT WITH THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. 8. STABILIZE ALL EXPOSED AREAS (INCLUDING STOCKPILES) AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN: FOURTEEN (14) DAYS TO MEET APPENDIX A REQUIREMENTS 9. AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 10. REPAIR ERODED AREAS IMMEDIATELY. 11. FOR PUBLIC WATERS WITH DNR "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, ALL EXPOSED SOIL AREAS THAT ARE WITHIN 200 FEET OF THE WATER'S EDGE, AND DRAIN TO THESE WATERS MUST COMPLETE THE STABILIZATION ACTIVITIES WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 12. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (I.E. CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES, ETC.) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS REQUIREMENT BUT MUST BE IN COMPLIANCE WITH PART IV.C.5. 13. STABILIZE THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. STABILIZE REMAINING PORTIONS OF DITCHES AND SWALES PER THE ABOVE. 14. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPER DITCH CHECKS) DURING CONSTRUCTION DO NOT NEED TO BE STABILIZED DURING THE TEMPORARY PERIOD OF ITS USE AS A SEDIMENT CONTAINMENT SYSTEM. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. 15. APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE. 16. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 17. SOD AND/OR SEED, FERTILIZER AND MULCH SHALL BE PLACED AS INDICATED IN THE PLANS AND PROJECT SPECIFICATIONS. SEE LANDSCAPE PLAN(S) FOR LAWN AND LANDSCAPE REQUIREMENTS AND SPECIFICATIONS. 18. TEMPORARY STABILIZATION NEEDED TO MEET THE STABILIZATION SCHEDULE SHALL BE AS FOLLOWS: MNDOT MIXTURE 110B MEETING MNDOT SPECIFICATION 3876 PLACED IN ACCORDANCE WITH MNDOT SPECIFICATION 2575 AND TYPE 1 MULCH AT A RATE OF 2 TONS/ACRE SUCH THAT 90% OF THE GROUND IS COVERED WITH DISK ANCHORING MEETING MNDOT SPECIFICATION 3884 UNLESS OTHERWISE SHOWN OR APPROVED. CATEGORY 1, TYPE WOOD FIBER 1S, RD EROSION CONTROL BLANKET IN ACCORDANCE WITH MNDOT SPECIFICATION 3885 MAY ALSO BE USED. 19. UTILIZE RAPID STABILIZATION METHODS AS NECESSARY. 20. UNLESS INFEASIBLE, DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS OF THE SITE INCLUDING VELOCITY DISSIPATION DEVICES. 21. CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO PREVENT EXCESS SOIL EROSION. TEMPORARY DEVICES SHALL BE MAINTAINED AND LEFT IN PLACE UNTIL PERMANENT MEASURES ARE IN PLACE. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE PERMANENTLY ESTABLISHED. COORDINATE REMOVAL WITH PERMANENT RESTORATION OF ALL AREAS OCCUPIED BY TEMPORARY DEVICES. 22. PROVIDE ADDITIONAL EROSION CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT WITH THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. 23. MAINTAINING HEALTHY VEGETATION WILL REDUCE THE OCCURRENCE OF EROSION IN LANDSCAPED AREAS. PROMPTLY REPAIR ANY LANDSCAPED AREAS THAT MAY BECOME DAMAGED, AND REPLACE VEGETATION THAT DOES NOT SURVIVE. SEDIMENT CONTROL NOTES: 1. EMPLOY SEDIMENT CONTROL PRACTICES AS NECESSARY TO MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. INSTALL TEMPORARY SEDIMENT CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS. PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS AND BE LOCATED UPGRADIENT OF ANY BUFFER ZONES. PERIMETER SEDIMENT CONTROL DEVICES MUST BE IN PLACE BEFORE ANY UPGRADIENT LAND -DISTURBING ACTIVITIES BEGIN. THESE DEVICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. RE -INSTALL ALL SEDIMENT CONTROL DEVICES THAT HAVE BEEN ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING AND GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY HAS BEEN COMPLETED. COMPLETE ANY SHORT-TERM ACTIVITY AS QUICKLY AS POSSIBLE. RE -INSTALL DEVICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (I.E. STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED. DOCUMENT THE NEED FOR THE REMOVAL IN THE SWPPP. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN ANY NATURAL BUFFERS, SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR RUNOFF. 6. WHERE VEHICLE AND EQUIPMENT TRAFFIC LEAVE THE SITE (OR ONTO PAVED ROADS WITHIN THE SITE): INSTALL A VEHICLE TRACKING BMP TO MINIMIZE TRACK OUT OF SEDIMENT FROM THE ACTIVE CONSTRUCTION SITE. USE STREET SWEEPING IF SUCH VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO PAVEMENTS. 7. INSTALL AND MAINTAIN TEMPORARY SEDIMENTATION BASINS AS REQUIRED. 8. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. MINIMIZING COMPACTION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA OF THE SITE DICTATES THAT IT BE COMPACTED. 9. PRESERVE A 50 FOOT NATURAL BUFFER OR (IF A BUFFER IS INFEASIBLE ON THE SITE) PROVIDE REDUNDANT SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. 10. IF THE CONTRACTOR INTENDS TO USE POLYMERS, FLOCCULANTS OR OTHER SEDIMENTATION TREATMENT CHEMICALS, COMPLY WITH THE MINIMUM REQUIREMENTS UNDER PERMIT SECTION IV.C.10. 11. SOME CONTROL MEASURES SUCH AS DITCH CHECKS AND TEMPORARY SEDIMENT BASINS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIED AREA. MAINTAIN CONTROLS THROUGHOUT THE GRADING PROCESS INCLUDING REESTABLISHING ANY EXISTING CONTROL MEASURES DISTURBED BY CONSTRUCTION. PROVIDE ADDITIONAL SEDIMENT CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT WITH THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. INSPECTION AND MAINTENANCE: INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. FOLLOWING AN INSPECTION THAT OCCURS WITHIN 24 HOURS AFTER A RAINFALL EVENT, THE NEXT INSPECTION MUST BE CONDUCTED WITHIN SEVEN (7) DAYS AFTER THE RAINFALL EVENT. RECORD INSPECTION AND MAINTENANCE IN A LOG KEPT ON-SITE IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. INSPECTIONS MUST BE RECORDED WITHIN 24 HOURS IN WRITING AND BE RETAINED WITH THE SWPPP. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: 1. DATE AND TIME OF INSPECTIONS 2. NAME OF PERSON(S) CONDUCTING INSPECTIONS 3. FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED 4. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES) 5. DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN 24 HOURS. RAINFALL AMOUNTS MUST BE OBTAINED BY A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION WITHIN 1 MILE OF THE PROJECT LOCATION OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA. WHERE PARTS OF THE PROJECT SITE HAVE PERMANENT COVER, BUT WORK REMAINS ON OTHER PARTS OF THE SITE, INSPECTIONS OF THESE AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE INSPECTIONS MAY BE SUSPENDED. THE REQUIRED INSPECTIONS AND MAINTENANCE SCHEDULE MUST BEGIN WITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR 24 HOURS PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. PROVIDE TEMPORARY STABILIZATION AS REQUIRED THROUGHOUT CONSTRUCTION FOR DISTURBED AREAS WHERE ACTIVE CONSTRUCTION IS NOT ONGOING TO MEET PERMIT STABILIZATION SCHEDULE. INSPECT ALL INFILTRATION AREAS TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITY IS REACHING THE INFILTRATION AREA AND EQUIPMENT IS NOT BEING DRIVEN ACROSS THE INFILTRATION AREA. ADDITIONAL CONTROL MEASURES NOT SHOWN ON THE PLAN SHALL BE REQUIRED UNDER THE FOLLOWING CIRCUMSTANCES: 6. IF TEMPORARY SOIL STOCKPILES WILL BE BUILT, PERIMETER SILT FENCE WILL BE REQUIRED. 7. IF THE CITY OF OTHER AUTHORITY HAVING JURISDICTION REQUIRES ADDITIONAL EROSION CONTROL MEASURES, THE CONTRACTOR SHALL PROVIDE THEM. 8. AS THE CONTRACTOR PROCEEDS WITH THE WORK, HE SHALL BE RESPONSIBLE FOR PROVIDING ADDITIONAL EROSION CONTROL MEASURES WHICH MAY BE NECESSARY IN ACCORDANCE WITH THE FINAL MEANS, METHODS AND SEQUENCE OF CONSTRUCTION. 9. WHENEVER SWPPP AMENDMENTS ARE NECESSARY PER SECTION III.B. OF THE PERMIT. THE CONTRACTOR SHALL MAINTAIN ALL TEMPORARY MEASURES DURING CONSTRUCTION, AND ENSURE PROPER FUNCTION OF THE PERMANENT MEASURES AT THE TIME OF PROJECT CLOSEOUT. AT A MINIMUM, THIS WORK SHALL INCLUDE THE FOLLOWING: ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS A DIFFERENT TIMEFRAME IS SPECIFIED BELOW. COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS: 1. ALL PERIMETER CONTROL (I.E. SILT FENCE, BIOROLL, ETC.) MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES ONE-HALF (1/2) OF THE HEIGHT OF THE DEVICE. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT REACHES ONE-HALF (1/2) THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW. 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST HAVE ALL DELTAS AND SEDIMENT DEPOSITS REMOVED AND ANY EXPOSED SOILS AS A RESULT OF SEDIMENT REMOVAL RESTABILIZED. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL AUTHORITIES HAVING JURISDICTION AND RECEIVING ANY APPLICABLE PERMITS PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. :rya.�nla►raw.�Y•vr��r:�_ty.Jaz•�►rc•»aia.�:t:��:in:�•�►manz•�a>�yrr�y:r_v�:3�:�a►•�•v:l.�.�l� 5. THE ROCK CONSTRUCTION ENTRANCE SHALL BE INSPECTED, AND IF THE ROCK IS CLOGGED, THE ROCK AND SEDIMENT SHALL BE REMOVED AND REPLACED WITH CLEAN ROCK. 6. STREETS AND OTHER ADJACENT AREAS TO THE PROJECT MUST BE INSPECTED AND HAVE SEDIMENT REMOVED FROM ALL PAVED SURFACES DAILY. 7. MAINTAIN PERMANENTLY STABILIZED AREAS UNTIL FULLY ESTABLISHED. 8. CLEAN STORM SEWER SYSTEM AT PROJECT COMPLETION. THIS SHALL INCLUDE REMOVING SEDIMENT, DEBRIS AND CONTAMINANTS FROM PERMANENT BMPS AND REMOVING SEDIMENT FROM ALL CATCH BASINS AND PIPES ON SITE. IF SEDIMENT HAS REACHED THE STORM SEWER TO WHICH THE SITE DISCHARGES, THAT SEDIMENT SHALL BE REMOVED AS WELL. 0�10LVA 012-11:KMAIs_3Ya:416�y:ra1 1.1�T will 0AmaIsm .11ylrl0owe] rto] 1lezml e•�nIMA �yrr�00ra:31■vaIEel a FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE AND SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF ACHIEVING FINAL STABILIZATION. FINAL STABILIZATION IS COMPLETE WHEN; 1. ALL SOIL DISTURBING ACTIVITIES ARE COMPLETE AND ALL SOILS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A MINIMUM DENSITY OF 70% ON ALL PERVIOUS AREAS. 2. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS CONSTRUCTED, CLEANED OF ANY ACCUMULATED SEDIMENT AND OPERATING AS DESIGNED AND ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS AND DITCHES ARE STABILIZED WITH PERMANENT COVER. 3. ALL TEMPORARY BMPS HAVE BEEN REMOVED UNLESS THEY ARE DESIGNED TO DECOMPOSE. DEWATERING AND BASIN DRAINING: CONTRACTOR SHALL COMPLY WITH THE FOLLOWING PERMIT REQUIREMENTS: 1, DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (I.E. PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN. DISCHARGE TO SURFACE WATERS ONLY IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND THAT NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF WATER CANNON BE DISCHARGED TO A BASIN, IT MUST BE TREATED WITH AN APPROPRIATE BMP SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. 2. WATER THAT CONTAINS OIL OR GREASE MUST USE AN OIL -WATER SEPARATOR OR SUITABLE FILTRATION DEVICE PRIOR TO DISCHARGING THE WATER. 3. DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND SCOUR AND DISCHARGE MUST HAVE BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING OR OTHER ACCEPTABLE ENERGY DISSIPATION DEVICE. 4. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. 5. BACKWASH WATER FROM USING FILTERS MUST BE HAULED OFFSITE AND DISPOSED OF IN A LEGAL MANNER, RETURNED TO THE BEGINNING OF THE TREATMENT PROCESS OR INCORPORATED INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF PERMISSION (IN WRITING) IS GRANTED BY THE SANITARY SEWER AUTHORITY. REPLACE AND CLEAN THE FILTER MEDIA USED IN DEWATERING DEVICES WHEN REQUIRED TO RETAIN ADEQUATE FUNCTION. POLLUTION PREVENTION: EXPECTED SOURCES OF POTENTIAL STORM WATER POLLUTANTS ON THE SITE OTHER THAN SOIL INCLUDE, BUT ARE NOT LIMITED TO, THOSE LISTED BELOW. THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE; 1. STORAGE, HANDLING AND DISPOSAL OF CONSTRUCTION PRODUCTS, MATERIALS AND WASTES SHALL COMPLY WITH THE FOLLOWING TO MINIMIZE THE EXPOSURE TO STORMWATER: 2. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER (I.E.) PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY A SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER RUNOFF. 3, PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS AND LANDSCAPE MATERIALS MUST BE UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY A SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER RUNOFF, 4. HAZARDOUS MATERIALS, TOXIC WASTE (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY STORED IN SEALED AND LABELED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS STORAGE MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 5. SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH. 7035. 6. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH. 7041. 7. FUELING AND MAINTENANCE OF EQUIPMENT AND VEHICLES:; SPILL PREVENTION AND RESPONSE: TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL LOADING OR UNLADING INCLUDING THE USE OF DRIP PANS OR ABSORBENTS. CONDUCT FUELING IN A CONTAINED AREA AND ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. §1 15.061 , USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 8. VEHICLE AND EQUIPMENT WASHING: WASHING MUST BE LIMITED TO A DEFINED AREA OF THE SITE WITH RUNOFF FROM THE WASHING AREA CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROL AND WASTE PROPERLY DISPOSED OF. 9. CONCRETE AND OTHER WASHOUTS WASTE: PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS). LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND, AND THE CONTAINMENT MUST BE DESIGNED SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY, IN A LEGAL MANNER AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES. 10. THE CONTRACTOR IS RESPONSIBLE FOR MONITORING AIR POLLUTION AND ENSURING IT DOES NOT EXCEED LEVELS SET BY LOCAL, STATE OR FEDERAL REGULATIONS. THIS INCLUDES DUST CREATED BY WORK BEING PERFORMED ON THE SITE. TRAINING DOCUMENTATION: THE CONTRACTOR SHALL SUBMIT THE TRAINING DOCUMENTATION PER MNDOT SPECIFICATION 31 25 00 SHOWING COMPLIANCE WITH SECTION III.F. OF THE PERMIT. INDIVIDUALS THAT MUST BE TRAINED INCLUDE: 1. INDIVIDUALS PREPARING THE SWPPP (ENGINEER). 2. INDIVIDUALS OVERSEEING IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP AND PERFORMING INSPECTIONS (SWPPP COORDINATOR). ONE OF THESE INDIVIDUALS MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. 3. INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS MUST BE TRAINED IN THESE JOB DUTIES. TRAINING CONTENT AND EXTENT MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES. INDIVIDUALS MUST BE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. 0 Q =N E • cD o U W L w N Z Z 0 cZ • < 0 Lu U oC ° � Lu O Ln _ (D fV }, Qo)w wrrnZ) ' cn QmN O O u1 U 1O m z r Lu O =10 Q w r a U p � w -z 0 v �=�oz Ute¢= Lu0<L V Qw r < m h in ~ Z Lu C O~ Q Z � Qw O F_ Lu > af Lu afLu Lu CL CO Lu U Lu �9�UQ :mm) O o J W Q � z ui Q o r m w z O IL iY U V) w D Lu w Q 0 r Z � 0 vi cn w_ Q) Z ~ Q w Q w 0 o Lu Z � Z C7 r Lu = w LJ Q j w w cn C) m U Q = U cn JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: C601 CD 0 a w Z 0 Z w 0 z 0 v Q 0 a O U 0 RECORD RETENTION: THE SWPPP, INCLUDING, ALL CHANGES TO IT, PERMITS, AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON-SITE VEHICLE DURING NORMAL WORKING HOURS. THE OWNER MUST KEEP THE FOLLOWING RECORDS ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT: 1. THE FINAL SWPPP. 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT. 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION. 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT-OF-WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE. 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP AMENDMENTS: THE PERMITTEE MUST AMEND THE SWPPP AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS THAT ARE DESIGNED TO CORRECT PROBLEMS IDENTIFIED OR TO ADDRESS ANY OF THE FOLLOWING SITUATIONS: 1. THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAVE A SIGNIFICANT EFFECT ON THE STORMWATER DISCHARGE. 2. INSPECTION OR INVESTIGATION BY A PARTY (SWPPP COORDINATOR, INSPECTORS, SITE OPERATOR, LOCAL, STATE OR FEDERAL OFFICIALS) INDICATES THE SWPPP IS NOT EFFECTIVE. 3. THE SWPPP IS NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES OR THE SWPPP IS DEEMED TO BE NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 4. THE MPCA DETERMINES THAT DISCHARGE MAY CAUSE OR CONTRIBUTE TO NON -ATTAINMENT OF ANY APPLICABLE WATER QUALITY STANDARDS OR THE SWPPP DOES NOT INCORPORATE THE REQUIREMENTS RELATED TO AN IMPAIRED WATERS OR APPROVED TMDL. ESTIMATED QUANTITIES BMP UNIT QUANTITY SILT FENCE LF 2577 BIOROLL LE 800 STORM DRAIN INLET PROTECTION EA 22 ROCK CONSTRUCTION ENTRANCE EA 1 WET BASIN SEED AC 1.01 EROSION CONTROL BLANKET AC 2.85 LANDSCAPING AC 6.50 Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. ._q 61 I "1'' _s,4NEXA'+ Hbgdv LU 11 J1, 1,k. ,'D[ I SITE - •� t r _ I — t -,4 � Iyy I.- 4 . 6P 633' N USGS MAP NOT TO SCALE GEOTEXTILE ' 6" MINIMUM DEPTH 2"-3" WASHED ROCK 18" MINIMUM HEIGHT IF DRAINAGE FLOWS TOWARD ROAD 50' MIN. )0 0O�O Q, 00 000000 \,r 0 O p 20 MIN. NOTES. 1. GEOTEXTILE SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK 2. OTHER METHODS BESIDES ROCK (SLASH MULCH, RUMBLE PAD, ETC.) MAY BE USED FOR EXIT STABILIZATION WITH ENGINEER APPROVAL 3. SEE EROSION CONTROL PLAN OR SWPPP FOR MAINTENANCE. 6001 ROCK CONSTRUCTION ENTRANCE NOT TO SCALE - I ti b I t% '. 4 -1 4SA- C'3 RL FLOW BACKFILL AND COMPACT SOIL FROM TRENCH PLACE IN SHALLOW TRENCH 1-2" OF DEPTH 8"-10" 1"x2"x24" LONG WOOD STAKES AT 2' MAX SPACING. DRIVE THROUGH BACK HALF OF SEDIMENT CONTROL LOG AT 45° ANGLE WITH THE TOP OF THE STAKE POINTING UPSTREAM. DETAIL FOR TYPES: STRAW, WOOD FIBER OR COIR NOT FOR USE ON HARD SURFACES 1"x2"x18" LONG WOOD STAKES AS NEEDED. DRIVE OVER LOG AT 45° ANGLE WITH THE TOP OF THE STAKE POINTING UPSTREAM. PROVIDE 8-10" OF EMBEDMENT DEPTH. DETAIL FOR TYPES: WOOD CHIP, COMPOST OR ROCK MAY BE USED ON HARD SURFACES. NO STAKES IF SHOWN ON HARD SURFACES NOTES: 1. SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1 FOOT FOR DITCH CHECKS OR 2 FEET FOR OTHER APPLICATIONS. 2. PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON SLOPES OR AS NEEDED DUE TO OTHER FACTORS. STAKES SHALL BE INCIDENTAL. 3. FOR PERMANENT DITCH CHECK REDUCE THE HEIGHT TO 16 IN. AND MODIFY THE 1:2 (V: h) SIDE SLOPE TO 1:6 (V: H). 4. TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS WHERE STANDING WATER OCCURS (6 INCH MAX. DEPTH). BALES SHALL CONSIST OF TYPE 1 MULCH OF APPROXIMATELY 14 IN. X 18 IN. X 36 IN. LONG. BALES SHALL BE PLACED ON EDGE AND BUTTED TIGHT TO ADJACENT BALES. 5. INSTEAD OF TRENCHING, PLACE BALE ON THE BLANKET AND WRAP BLANKET AROUND THE BALE. PLACE STAKE THROUGH BALE AND BLANKET. Ls r _ _j -- } 1 I ! 10- - 3/16" THICK (MIN.) J_ I_ STEEL COVER Li • —- . I 6" DIAMETER POLYETHYLENE RECEIVING WATERS: D-2» CLEARWATER CREEK IMPAIRED: AOL 2" SQUARE SHARPENED WOOD POST @ 6' MAX. SPACING OR AS REQUIRED BY GOVERNING SPECIFICATIONS APPROVED GEOTEXTILE FABRIC (36" WIDTH) LAY FABRIC IN TRENCH BACKFILL OVER THE TOP OF FABRIC & COMPACT THE SOIL OR MACHINE SLICE 8"-12" DEEP (PLUS 6" FLAP) FABRIC SECURELY FASTENED TO POST 30" MIN. HEIGHT GRADE i 111-7 — 6" III, ;III= 24" MIN. — DEPTH ,1 NOTES: 1. POST SPACING SHALL NOT EXCEED 6 FEET. 2. POST TO BE ON LOWER SIDE OF SLOPE (TOWARD PROPERTY BOUNDARY OR POND SIDE) AND FENCE UPSTREAM. 3. GEOTEXTILE FABRIC SHALL BE "MIRAFI" TYPE OR APPROVED EQUAL. 4. TRENCH SHALL BE A MIN. OF 6 INCHES DEEP BY 6 INCHES WIDE. 5. MACHINE SLICED METHOD IS ACCEPTABLE 6. SEE EROSION CONTROL PLAN OR SWPPP FOR REPAIR AND MAINTENANCE. 6011 SILT FENCE NOT TO SCALE TUBE RISER VIII a° �IIII e 6041 BIOROLL LOG NOT TO SCALE o O O 11\ 2-1/2" 2•-0" O — 2" TUBE RISER ADJUST LEVEL OF FILTER SOCK TO BE BELOW ROAD �— SURFACE ELEV. FILTER SOCK POP—UP HEAD SECTION (UP POSITION) 14.75" RADIUS 3/1E STEEL PLATE DIAMETER PERSPECTIVE VIEW 3/16" THICK (MIN.) ATE SECTION (DOWN POSITION) ENDS SECURELY CLOSED TO PREVENT LOS TYPE 9 MU CH OF OPEN GRADED AGGREGATE FILL. GROUND LI SECURED WITH 50 PSI. ZIP TIE. loO0000000000000000 12" 00 � 0 CATCH BASIN/ FLANGE MANHOLE BUTT JOINTS SEDIMENT CONTROL INLET HAT ROCK LOG/COMPOST LOG NOTES: 1. THE SEDIMENT CONTROL BARRIER SHALL BE A METAL OR PLASTIC/POLYETHYLENE RISER SIZED TO FIT INSIDE THE CATCH BASIN/MANHOLE: HAVE PERFORATIONS TO ALLOW FOR WATER INFILTRATION: HAVE AN OVERFLOW OPENING, FLANGES AND A LID/COVER. 2. MANUFACTURED ALTERNATIVES LISTED ON MNDOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 3. SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE FLOODING OF THE ROADWAY. 4. GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMTER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED CONFORMING TO SPEC. 3137 TABLE 3137-1; CA -3 GRADATION. 6051 INLET PROTECTION NOT TO SCALE N PvgV/ c GEOTEXTILE ' 6" MINIMUM DEPTH 2"-3" WASHED ROCK 18" MINIMUM HEIGHT IF DRAINAGE FLOWS TOWARD ROAD 50' MIN. )0 0O�O Q, 00 000000 \,r 0 O p 20 MIN. NOTES. 1. GEOTEXTILE SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK 2. OTHER METHODS BESIDES ROCK (SLASH MULCH, RUMBLE PAD, ETC.) MAY BE USED FOR EXIT STABILIZATION WITH ENGINEER APPROVAL 3. SEE EROSION CONTROL PLAN OR SWPPP FOR MAINTENANCE. 6001 ROCK CONSTRUCTION ENTRANCE NOT TO SCALE - I ti b I t% '. 4 -1 4SA- C'3 RL FLOW BACKFILL AND COMPACT SOIL FROM TRENCH PLACE IN SHALLOW TRENCH 1-2" OF DEPTH 8"-10" 1"x2"x24" LONG WOOD STAKES AT 2' MAX SPACING. DRIVE THROUGH BACK HALF OF SEDIMENT CONTROL LOG AT 45° ANGLE WITH THE TOP OF THE STAKE POINTING UPSTREAM. DETAIL FOR TYPES: STRAW, WOOD FIBER OR COIR NOT FOR USE ON HARD SURFACES 1"x2"x18" LONG WOOD STAKES AS NEEDED. DRIVE OVER LOG AT 45° ANGLE WITH THE TOP OF THE STAKE POINTING UPSTREAM. PROVIDE 8-10" OF EMBEDMENT DEPTH. DETAIL FOR TYPES: WOOD CHIP, COMPOST OR ROCK MAY BE USED ON HARD SURFACES. NO STAKES IF SHOWN ON HARD SURFACES NOTES: 1. SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1 FOOT FOR DITCH CHECKS OR 2 FEET FOR OTHER APPLICATIONS. 2. PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON SLOPES OR AS NEEDED DUE TO OTHER FACTORS. STAKES SHALL BE INCIDENTAL. 3. FOR PERMANENT DITCH CHECK REDUCE THE HEIGHT TO 16 IN. AND MODIFY THE 1:2 (V: h) SIDE SLOPE TO 1:6 (V: H). 4. TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS WHERE STANDING WATER OCCURS (6 INCH MAX. DEPTH). BALES SHALL CONSIST OF TYPE 1 MULCH OF APPROXIMATELY 14 IN. X 18 IN. X 36 IN. LONG. BALES SHALL BE PLACED ON EDGE AND BUTTED TIGHT TO ADJACENT BALES. 5. INSTEAD OF TRENCHING, PLACE BALE ON THE BLANKET AND WRAP BLANKET AROUND THE BALE. PLACE STAKE THROUGH BALE AND BLANKET. Ls r _ _j -- } 1 I ! 10- - 3/16" THICK (MIN.) J_ I_ STEEL COVER Li • —- . I 6" DIAMETER POLYETHYLENE RECEIVING WATERS: D-2» CLEARWATER CREEK IMPAIRED: AOL 2" SQUARE SHARPENED WOOD POST @ 6' MAX. SPACING OR AS REQUIRED BY GOVERNING SPECIFICATIONS APPROVED GEOTEXTILE FABRIC (36" WIDTH) LAY FABRIC IN TRENCH BACKFILL OVER THE TOP OF FABRIC & COMPACT THE SOIL OR MACHINE SLICE 8"-12" DEEP (PLUS 6" FLAP) FABRIC SECURELY FASTENED TO POST 30" MIN. HEIGHT GRADE i 111-7 — 6" III, ;III= 24" MIN. — DEPTH ,1 NOTES: 1. POST SPACING SHALL NOT EXCEED 6 FEET. 2. POST TO BE ON LOWER SIDE OF SLOPE (TOWARD PROPERTY BOUNDARY OR POND SIDE) AND FENCE UPSTREAM. 3. GEOTEXTILE FABRIC SHALL BE "MIRAFI" TYPE OR APPROVED EQUAL. 4. TRENCH SHALL BE A MIN. OF 6 INCHES DEEP BY 6 INCHES WIDE. 5. MACHINE SLICED METHOD IS ACCEPTABLE 6. SEE EROSION CONTROL PLAN OR SWPPP FOR REPAIR AND MAINTENANCE. 6011 SILT FENCE NOT TO SCALE TUBE RISER VIII a° �IIII e 6041 BIOROLL LOG NOT TO SCALE o O O 11\ 2-1/2" 2•-0" O — 2" TUBE RISER ADJUST LEVEL OF FILTER SOCK TO BE BELOW ROAD �— SURFACE ELEV. FILTER SOCK POP—UP HEAD SECTION (UP POSITION) 14.75" RADIUS 3/1E STEEL PLATE DIAMETER PERSPECTIVE VIEW 3/16" THICK (MIN.) ATE SECTION (DOWN POSITION) ENDS SECURELY CLOSED TO PREVENT LOS TYPE 9 MU CH OF OPEN GRADED AGGREGATE FILL. GROUND LI SECURED WITH 50 PSI. ZIP TIE. loO0000000000000000 12" 00 � 0 CATCH BASIN/ FLANGE MANHOLE BUTT JOINTS SEDIMENT CONTROL INLET HAT ROCK LOG/COMPOST LOG NOTES: 1. THE SEDIMENT CONTROL BARRIER SHALL BE A METAL OR PLASTIC/POLYETHYLENE RISER SIZED TO FIT INSIDE THE CATCH BASIN/MANHOLE: HAVE PERFORATIONS TO ALLOW FOR WATER INFILTRATION: HAVE AN OVERFLOW OPENING, FLANGES AND A LID/COVER. 2. MANUFACTURED ALTERNATIVES LISTED ON MNDOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 3. SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE FLOODING OF THE ROADWAY. 4. GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMTER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED CONFORMING TO SPEC. 3137 TABLE 3137-1; CA -3 GRADATION. 6051 INLET PROTECTION NOT TO SCALE N Q = E • (D o U W cn = L w L Ln Qr z Z Z O > E W cr- ra ' U ' b-0 Ln w 0 C: (D cV off a --i Q dl w _ d Jm cn QmN c:H r -I p O In U ( 10 m r Z w QLU >-0:� U p::Dw i �p p Z 11'�Q= LWU V) LU `� w Q Q�~ Q W J m N LU z w — _ < OQ z w Q w O P N � _LL LU > L Dof w LU CL CLO w U LU w cj�afU Op�� z C� N r LU z O I- IL V) W p W W H Q 0 z O cn <n W_ r Z ~ J W ¢ L/3Q J r r -1Z >G N O Q LU =D D O w 0 I _ �_ r^ -j/ Z 1 L CD = r W W< j w w p m U Q = U t/7 JOB No: 171316 DATE: 04/10/2018 DRAWN BY: CJO DESIGNED BY: ECR SHEET: C602 -6: 0.16 AC P: 0.0 AC iR: 0.16 AC N 60 120 SCALE IN FEET TOTAL AREA: LEGEND: HSG A _ HSG A/D Know what's below. 0111 before you dig. 18.32 AC STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N Q _ E C7 o U W w LnCU Z nL W Z Z Q Q� O � r W U � Ln w 0 c: (D cV or_ a --i Q dl w _ a- r,� (A <rn� ' (n Q M N H -I p o Un U (Lo 10 m Z w I H U Q ? w v 0 Z i ZDD U U� Q = Lu V Z J m Q C n ~ W _af �Q W Qw O � w LU � CL O w U Z o a N m LU Z 0 P IL L3 L3 D Lu Q 0 z z 0wQ o z�Q o z U >G0 W w Q O Q_ z j w w ry U U = m U x wi JOB No: 171316 DATE: 04/10/2018 DRAWN BY: CJO DESIGNED BY: ECR SHEET: O F m WE Ogg J� -Z ?ijq- NW FILTRATION BASIN III 1 • � •�•� �� '��_ ' I 918.2 _ 931.50 PER: 1.02 AC 11177 ■ / •• 1 1 • (b411.- 0i MON i ISW PRETREATMENT I \ POND LO BTM: 922.0 ! I C*4 m o NWL:924.0 I I I H W L: 926.5 I I c I PR -1 \ PRETREAT SW \ �i J IMP PAVE: 3.21 AC N PER 0.88 AC I \ N \ N I I I I I 930 ma JIM�Al Q = E • CD o U W (n = L w z N z '- = UU 0 Z ' o W I PROPER Y LINE N — ` I 60 120 SCALE IN FEET I V 111 o - I � \I 11 —J I \ °° I I V Q Lv / LL V / V II v f V 1 V I V \ v Know what's below. Call before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N 0 Q = E • CD o U W (n = L w z N z '- = UU 0 Z ' o W U oC tw °) w _O V' fV i= Q o, w m ' cn QmN p o Ln U 1O m 7- g -Z ED go=0 L-jZ U Q = V N w Q w ~ N w QCL m L O~ Q Z w Q w 0 F- r _w LU a af w LU � %1W CLw wwLU Q :mm) diQ < � h Q � m w z O P IL V) w 0 Lu LIJ 0 r z z U O 0 �w� Z Z U Q w g z w LLJ�_ �_ b z LU w Q Www LU w =�Q o =m U r 0 JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: 0 N 60 120 SCALE IN FEET UTILITY LEGEND: Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. MANHOLE CATCHBASIN • C7 o U APRON OS SANITARY SEWER MANHOLE z FIRE HYDRANT ASSEMBLY (SEE DETAIL 415) ~ VALVE (SEE DETAIL 412) U �W�o WATERLINE 0 300' RADIUS Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N a=E • C7 o U W = L W N z z z • Q O > E W cr- cB U �W�o Ln C: (D cV or_ a --i Q dl W _ a- =3 ul <r�n� ' cn QmN c:~ � p C:) U') (Lo ( 10 m } Z w O = '0 Qw}� U p ::Dw v 0Z ` ZDD W 0 Q = 00 \\\ V N w Q w Q�~ N Q W J m N � ~ Z W _ ~ Q Z \\- \ H W CL Q W O _Q3 2 } _ w w i LU w � w CL O LU U w w � of Oo�� Q w z 6 N } \m LU Z O IL U L3 L3 1 LU W W Q 1� Z � cn 'O Q ¢ Q ^w^ 0 n Z ~_ wU 0 Z Q m = 1� LU cn J p w = W LCL Q= r j w w w U� Q m = U JOB No: 171316 DATE: 04/10/2018 DRAWN BY: CJO DESIGNED BY: ECR SHEET: 0 7% /z N 60 120 SCALE IN FEET UTILITY LEGEND: MANHOLE CATCHBASIN APRON OS SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY (SEE DETAIL 415) ~ VALVE (SEE DETAIL 412) WATERLINE 0 300' RADIUS 0 FIRE TRUCK est-rrsni� WB -62 VEHICLE Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N a=E • C7 o U W = L W N z z z • Q O > E W cr- cB U I �W�o Ln C: VI cV or_ a --i Q dl W _ a- =3 (A J m ' cn QmN c:~ � p C:) U') (Lo ( 10 m r z w O = '0 Qwr� U z ::Dw D v EZD0Z 0 Q = 00 W \\\ V N W Q W Q�~ N Q W J m N � ~ Z W - _ \\— \ O~Q zW Q w O � N � _LL W W d CL O LU U w w � of Oo�� z C� N \m W Z O IL U L3 L3 1 LU W W Q 1� I Z J O Q J Q W ¢ x O n CZ C '>< V LUUl) O I ^/ ISL ^ /i LL J = ~ LLJ LLJ Q w U LU U m = U JOB No: 171316 DATE: 04/10/2018 DRAWN BY: CJO DESIGNED BY: ECR SHEET: CD 0 a w _Z Z w 0 Z 0 U a x 0 0 U 0 "OF• /I 30.6 LINE- 140 TH STREET NFU TORE ROAD EXTENSION- CBMH 401 TOTAL: 0.69 IMP: 0.69 PER• 0 00 95.6 CBMH 701 TOTAL: 0.67 IMP: 0.67 PER: 0.00 X02 TOTAL: 0.84 IMP: 0.84 PER: 0.00 EOF: 100-HWL 100-HWL 100-HWL 100-HWL • sza.s / 100,HWL 0 ED CD �� I X o 0 �M N I I c J z � o � I� r o I J C C r O QMH-OOl mmmp1pm CBMH 402 CBMH 107 TOTAL. 0.74 IMP: 0.74 PER: 0.00 TOTAL: 0.80 IMP: 0.80 PER: 0.00 j CBMH 601 j TOTAL: 3.14 IMP: 3.1 PER: 0.00 x j FFE: 931.50 r 0 N Q = E • CD o W U L w z Z �� Z • < 0 LU U oC CID ° LU ) _O Ln V' fV i= }, Qo)w _ d JM m cn QN � ~ ri p o Ln M r Z w _ 10 10 Q w r v U p w �pZ U¢ = V V)O<w N w Q Q r ~ N m w CL LU < O~ Q Z w Q w 0 LU � w LU CL w CLo LU U www W�UQ :mm) O o J W z Q o m w Z 0 IF7 41 CBMH 102 TOTAL: 0.78 IMP: 0.76 PER: 0.02 CBMH 502 TOTAL: 0.06 IMP: 0.00 PER: 0.06 PROPER T)" L INE CBMH 503 TOTAL: 0.05 IMP: 0.00 PER: 0.05 CBMH 106 TOTAL: 0.35 IMP: 0.24 PER: 0.11 a CBMH 105 TOTAL: 0.23 IMP: 0.13 PER: 0.10 CBMH 104 TOTAL: 0.22 IMP: 0.16 PER: 0.06 1 CBMH 103 � TOTAL: 0.73 IMP: 0.63 PER: 0.10 m 0 z 0 m i Q Z Lv LL I v v v v ❑ V v v v 0 v v N 60 120 SCALE IN FEET LEGEND: _ IMPERVIOUS AREA _ PERVIOUS AREA Know what's below. Call before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. IL V) w 0 Lu w Q 0 r � QZ O w rvl cn w_ Q Q Z Q w w Q w z O z w oo r,v LU n J w w Q LL w Q m 3 = m U Q U v JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: EX -5 A _gA l/cCyIrydL_�� 14 0 7H_ 5 7FET 7- A/ OR 7H_ Ex 7E--Ivsl ON PROPERTY LINE QMH -00i PAVEMENT SETBACK CMN I - 100-HWL 100-HWL 100-HWL 100-HWL r _1p0,HtiIL - - - - BUILDING SETBACK 3 INFILTRATION �"� F_ BASIN / . . .3 o I ' FILTRATION r BASIN . . . CMN � - I �WETLAND = 3 0 3 02 r 3 � PRETREATMENT z - - = r PONDI o r r 8'-0" HIGH GALVANIZED I _ _ _ _ _ _ _ _ _ CHAIN LINK FENCE, TYP. 3J o MANUALLY OPERATED 3 SEE CIVIL FOR DETAILS = GATE, GALVANIZED CHAIN 3 = WL w W LINK, TYP. , TRANSFORMER ON I r 3 WL 3 - - 3 - r _ 3 J 0 ti J 3 I 3 r _ PRETREATMENT POND _ _ 3IS EXISTING WETLANDS g o ` _ 3 z I ` 3 o 0 I II BUILDING SETBACK 119'-0" 0 co 0 0 It N 0 N TWO ROWS F1 4'W X 16'L X 10'H LJ PALLET STORAGE. LJ MAX HEIGHT OF 10'-0" F1 nD �� nn nn Ll Ll Ll Ll nn nn LJ LJ nn nn uu uu ONE ROW 4'W X 201 X 10'H PALLET STORAGE. MAX HEIGHT OF 10'-0" ONE ROW 4'W X 8'L X 10'H PALLET STORAGE. MAX HEIGHT OF 10'-0" 00 00 00 0n q H H OUTDOOR RAW MATERIALS n n Ll u LJ STORAGE u H Fl n fl (PHASE 1) n n U LJ LJ u u u u u u u nn nn nn nn nn nn �u uu uu uu uu uu O O MANUFACTURING/ WAREHOUSE • (PHASE 1) ■ 144,000 SF 12'W X 16'L X 10'H PALLET STORAGE, TYP. AT FINISHED PRODUCT STORAGE. MAX HEIGHT OF 10'-0" I F1 F1 Fi1 LJ LJ LJ F1 F1 F1 LJ LJ LJ F1 F1 F1 LJ LJ LJ F1 F1 F1 LJ LJ LJ PAVEMENT SETBACK PROPERTY LINE 8'-0" HIGH GALVANIZED PARKING CALCULATIONS CHAIN LINK FENCE, TYP. SEE CIVIL FOR DETAILS PHASE 1 SCHWIETERS MANUFACTURING/WAREHOUSE FACILITY - 144,000 GSF MANUFACTURING USE 77,400 GSF STORAGE USE 66,600 GSF REQUIRED STORAGE PARKING 45 SPACES (1 PER 1,500SF) REQUIRED MANUF. PARKING 155 SPACES (2 PER 1,000SF) TOTAL REQUIRED PARKING 200 SPACES PROVIDED PARKING 127 SPACES (73 SPACES DEFERRED) i ARCHITECTURAL SITE PLAN - PHASE 1 1 " = 60'-0" • • • 570'-0" F1 F-1 LJ LJ F1 F-1 LJ LJ F1 F-1 LJ LJ F1 F1 LJ LJ OUTDOOR FINISHED PRODUCTS STORAGE ENCLOSURE ON (PHASE 1) • DEFERRED PARKING 73 SPACES (PROVIDED ONLY AS REQ'D BY CITY) MANUALLY OPERATED GATE, GALVANIZED CHAIN LINK, TYP. PAD (12'X 12') WITH (3) THREE A/C CONDENSER UNITS SCREENED BY 5' HIGH CEDAR FENCE, SEE DTL 3/A001 I ❑_ z ❑ s .o .O 1 s s • 127 SPACES � • s s • 40'-6" 59'-11" 28'-4" -120'-0" - 0 m 5 7RET 7- NOR 7H_ TRASH ENCLOSURE GATE ELEVATION 1/2" = 1'-0" ARCHITECTURAL SITE PLAN LEGEND N BITUMINOUS PAVEMENT / IIAL • C7 0 U WETLAND (SEE CIVIL) L Ln Q1 z AREA RESERVED FOR 0c Z DEFERRED PARKING COUNTS F-1 F 1 8'-0" X 10'-0" TRASH F 1 L J L J ENCLOSURE ON L J F -1 F CONCRETE PAD, F 1 L J L J SCREENED BY 5'-0" L J F 1 F 1 HIGH CEDAR FENCE F 1 U p w AND GATES, SEE IF_1 _1 F DTLS. 2 & 3/A001 F LJ LJ LJ LJ DEFERRED PARKING 73 SPACES (PROVIDED ONLY AS REQ'D BY CITY) MANUALLY OPERATED GATE, GALVANIZED CHAIN LINK, TYP. PAD (12'X 12') WITH (3) THREE A/C CONDENSER UNITS SCREENED BY 5' HIGH CEDAR FENCE, SEE DTL 3/A001 I ❑_ z ❑ s .o .O 1 s s • 127 SPACES � • s s • 40'-6" 59'-11" 28'-4" -120'-0" - 0 m 5 7RET 7- NOR 7H_ TRASH ENCLOSURE GATE ELEVATION 1/2" = 1'-0" ARCHITECTURAL SITE PLAN LEGEND N BITUMINOUS PAVEMENT CONCRETE • C7 0 U WETLAND (SEE CIVIL) L Ln Q1 z AREA RESERVED FOR 0c Z DEFERRED PARKING COUNTS ACCESSIBLE PARKING STALL . E= (SEE CIVIL FOR DETAIL) = ACCESSIBLE STALL SIGN U DC towCF) (SEE CIVIL FOR DETAIL) 10 PARKING STALL COUNT GENERAL NOTES: - SEE CIVIL ENGINEERING DOCUMENTS FOR UTILITIES, GRADING, STORMWATER, AND DIMENSIONAL SITE REQUIREMENTS - SEE LANDSCAPE ARCHITECT'S DOCUMENTS FOR PLANT LOCATIONS AND TYPES - SHOWN HERE FOR REFERENCE ONLY - SEE SITE LIGHTING PLAN FOR LIGHT POLES AND LOCATIONS - SHOWN HERE FOR REFERENCE ONLY AI n�2 \IIAI A, n" \IIAI MB LATCH CATCH MB LATCH AT EXT. V. Y2"xX" TS FRAME AT INT. .,E AT EXT. TYP. 4" TREATED WOOD FENCE T LE ATTACHED TO TS FRAME LY TYP. 1X6 CEDAR ,RD TO TS FRAME DROP ROD AT INT. ,DE INT. DIA. GALV. STEEL EVE FLUSH WITH GRADE. ALIGN WITH DROP ROD. X4" TREATED WOOD RAILS X6" CEDAR BOARDS X4" TREATED WOOD OSTS RADE VARIES DJUST TO ALIGN / GRADE CURED CONCRETE OST FOOTING WOOD SCREENING FENCE ELEV, TYP 1/4" = 1'-0" N Q = E • C7 0 U Lu Ln =i W L Ln Q1 z �z bn 0c Z Q Lu o c . E= Lu = U DC towCF) 0 V' N OC QCF) w D_ 'm � < m V) cn QmV) I rjg_ .;.. c: ~ rl 0 o Ln U 11° m r z � w O = U p w oz ��0 UQ� �o<L Qw Q�� N w r_ _ Lu '- Q z w Q� 00\ O P >N� � w w � O Lu U LU w 0�U O Q 0 Q o ch J CO) d M WI- (3)a Z N Qoma° W LLI q Nz�� (D cl) W YO -1w 4 Z N NM S _ U ca 00 Lu z 0 R CL OL U Lu 0 w w Q 0 Z J Z W IL Q V) J Z IL Q w g tz Lu O C Q w cn 0 Q (� W Q = wCL LU LU Q Lu 12 _ U J U= m Q "' U V) JOB No: 17091.00 DATE: 04/10/2018 DRAWN BY: ZF DESIGNED BY: MW SHEET: A001 Lel rXIS NG GRA VEL DRIVE& 14 0 TH s 7R -E -E- T NOR TH EX 7ENSI ON �M PROPERTY LINE . _ _ _ _ _. PAVEMENT SETBACK r _ CMN \ I I 100-HWL 100-HWL 100-HWL 100-HWL i . . . . . . . . . . . 11 100_H�J 1" BUILDING SETBACK o 1M . 41 O 3 INFILTRATION - BASIN . 3 C) J � EXISTING WETLANDS r FILTRATION 3 COLD STORAGE �3 F- . - . - BASIN (PHASE 2) - ti I C? 45,000 SF 3 b WETLAND '1' Z O - - - 3 J rte- J N o 3 y ? J 3 3 _ - - - ///� _ 3 PRETREATMENT -4 r POND . _ / I L;-�', 8'-0" HIGH GALVANIZED CHAIN LINK FENCE, TYP.SEE CIVIL FOR DETAILS MANUALLY OPERATED _ _ _ . . WL WL � GATE, GALVANIZED CHAIN LINK, TYP. C''- LM -OOi HMH-0W 3 60'-0" 225'-0" ONE ROW TRANSFORMER ON I 4'W X 8'L X 10'H PAD 12' X 12' WITH PALLET STORAGE. (3) THREE A/C TWO ROWS MAX HEIGHT OF 10'-0" CONDENSER UNITS 3 4'W X 16'L X 10'H SCREENED BY 5' •- �V PALLET STORAGE. D D �� D D D D D D D D D HIGH CEDAR FENCE, o MAX HEIGHT OF 10'-0" n n �- ��-P n n n n n n n n n SEE DTL 3/A001 • L L L L U U L L L L L L L L F1 n n n n n OUTDOOR n n n n L L L L L RAW MATERIALS STORAGE L L L L 0 0 (PHASE 1) n n n n n n / ffolo ,z 3 9 I Z/XONE ROW 3 �L 4'W X 20'L X 10'H - - - - - - J PALLET STORAGE. MAX HEIGHT OF 10'-0" MANUFACTURING/ • C? WAREHOUSE 9 9 _ _ _ b (PHASE 1) 127 SPACES £ 3 N 144,000 SF r� I = • 0 . . . . . . . . . . . . Z o rIL• J 12'W X 16'L X 10'H PALLET STORAGE, TYP. • 9 9 �< / - • i = AT FINISHED PRODUCT • STORAGE. MAX HEIGHT PRETREATMENT OF 10'-0" POND • I I 777 3 119'-0" 570'-0" 40'-6" 60'-0" 28'-4" EXISTING WETLANDS o L 1 L 1 L 1 L 1 L 1 L 8'-0" X 10'-0" TRASH L 1 • L J L J LJ L 1 1 L J ENCLOSURE ON L J 10 _ r r - r- r-1 r OUTDOOR FINISHED 1 CONCRETE PAD, L 1 +o LJ LJ LJ L PRODUCTS STORAGE L J SCREENED BY 5'-0" LJ r-1 r-1 r-1 r (PHASE 1) L 1 HIGH CEDAR FENCE r- 4 3 LJ LJ LJ LJ LJ LJ LJ AND GATES, SEE LJ = DTLS 2 & 3/A001 LJ z . v u uhf v i Vv VA4X II tu u vu u u u u u u vu u vu u u J O UUU/U/UU/U/UU/U/U�//U/U/UU/U/UU/U/UU/U/U�//U/U/UU/U/UU�U�UU�U�U��U�U�UU�U� 3 . ? N Fav"�✓vvvvvvvvv vvv vv vvvvvvv vvv vvv v�vvvvvvvvv vvv�v� ��v� ��v� vvvvvvv�v vvvvvvv DEFERRED PARKING�9 8 9 1vIvvl� �vvv ( 182 SPACES (PROVIDED PROONLY AS y yy 3REQ'D BY CITY -120'-0"- ��,v BUILDING SETBACK PARKING CALCULATIONS N PHASE 2 SCHWIETERS MANUFACTURING FACILITY- 144,000 GSF MANUFACTURING USE 136,800 GSF STORAGE USE 7,200 GSF SCHWIETERS COLD STORAGE - 45,000 GSF STORAGE USE 45,000 GSF TOTAL STORAGE 52,200 SF TOTAL MANUFACTURING 136,800 SF REQUIRED STORAGE PARKING 35 SPACES REQUIRED MANUF. PARKING 274 SPACES TOTAL REQUIRED PARKING 309 SPACES PROVIDED PARKING 127 SPACES (182 SPACES DEFERRED) ARCHITECTURAL SITE PLAN - PHASE 2 1 " = 60'-0" PROPERTY LINE 8'-0" HIGH GALVANIZED CHAIN LINK FENCE, TYP. SEE CIVIL FOR DETAILS MANUALLY OPERATED GATE, GALVANIZED CHAIN LINK, TYP. 0 %4 C/ TH S 7R -EE- 7- NOR TH ARCHITECTURAL SITE PLAN LEGEND N BITUMINOUS PAVEMENT Q = E CONCRETE Lu Ln =i W WETLAND (SEE CIVIL) bn < c: AREA RESERVED FOR vvvvv DEFERRED PARKING COUNTS Lu °C ACCESSIBLE PARKING STALL (SEE CIVIL FOR DETAIL) O ACCESSIBLE STALL SIGN a--+ Q Ql W D- 'm (SEE CIVIL FOR DETAIL) 10 PARKING STALL COUNT GENERAL NOTES: - SEE CIVIL ENGINEERING DOCUMENTS FOR UTILITIES, GRADING, STORMWATER, AND DIMENSIONAL SITE REQUIREMENTS - SEE LANDSCAPE ARCHITECT'S DOCUMENTS FOR PLANT LOCATIONS AND TYPES - SHOWN HERE FOR REFERENCE ONLY - SEE SITE LIGHTING PLAN FOR LIGHT POLES AND LOCATIONS - SHOWN HERE FOR REFERENCE ONLY N Q = E • (7 0 U Lu Ln =i W L Ln Q1 z bn < c: Q a) o > E Lu °C U DC Q) w O V' N OC a--+ Q Ql W D- 'm V) < m V) cn QmV) rjg_ .;.. c: ~ ri p o Ln U � 1° m r z ,,., O :E U p w oz ��0 Lu �0:FL Lu Q w Z N r w r_ _ N 0 Z w v, � Qw 00\ 0 LL, Lu IL O Lu U U� w w 0:odf U O D J W Q 0 Q o ch J CO) d WM I - (3)a Z N � O O W O O LLI N z�� Wcl) YO �w 4 Z N("*4 MS _ U m Lu z O R CL OL U Lu 0 Lu W H Q 0 J Z J Z W IL Q V) J Z IL Q w g tz cnN Lu = � 0 Q w C� (/)� (D =) Q Lu 0 = wCL LU LU Q W 12 _ U J U= m Q "' U V) JOB No: 17091.00 DATE: 04/10/2018 DRAWN BY: ZF DESIGNED BY: MW SHEET: A u PAVEMENT SEITBACK x x BUILDING SETBACK EXISTING WETLANDS z C:) FILTRATION 3 I - - - - - - - - BASIN COLD STORAGE . x (PHASE 2) b / 45,000 SF J i F /_ 3 O / . . . �v 8'-0" HIGH 3 GALVANIZED CHAIN LINK FENCE, TYP. ' . . . - - - - - SEE CIVIL FOR - DETAILS . . - . - . - . 60'-0" 225'-0" TWO ROWS 3 4.W X 16' L X 10' H - - - _ . . . -3 PALLET STORAGE. n . o MAX HEIGHT OF 10'-0" n n LJ LJ LJ LJ LO nn nn 3 - - -- - LJ LJ LJ LJ - - - - - - - InI InI InI InI • 4-- _ _ _ . J . J LJ LJ LJ LJ � 3 ONE ROW WL ` 4'W X 20'L X 10'H I 3 - - - PALLET STORAGE. - 3 MAX HEIGHT OF 10'-0" . o . 3 r . O • • � J 3 N x I < \ _ _ _ _ • � 12' W X 16' L X 10' H _ PALLET STORAGE, TYP. 3 AT FINISHED PRODUCT r STORAGE. MAX HEIGHT PRETREATMENT OF 10'-0" POND 3 119'-0" EXISTING WETLANDS z = r r o F J LJ LJ PROVIDED PARKING 23 SPACES FUTURE OFFICE + WAREHOUSE 'B' - 12,000 GSF WAREHOUSE USE 10,800 GSF (90%) OFFICE USE 1,200 GSF (10%) REQUIRED WAREHOUSE PARKING 8 SPACES (1 PER 1,500SF) REQUIRED OFFICE PARKING 6 SPACES (1 PER 200SF) TOTAL REQUIRED PARKING 14 SPACES PROVIDED PARKING 14 SPACES (14 SPACES SHARED WITH SCHWIETERS) ARCHITECTURAL SITE PLAN - FUTURE 1 " = 60'-0" EXISTING GRA VEL ORl l/ElN% Y S TREE T NOR TH —EXTENSION PROPERTY LINE —� x x 7111 :1 �7 x x xx 10 L 10 -HW 1 -HWL 100-HW1L 10p'N�` N J INFILTRATION BASIN ®•®: / ®®® �� 4 _ - - J � OFFICE 3 r CMN + WAREHOUSE A' o I ( ) �- - - WETLAND'1' . �, FUTURE x O 15,000 SF o N o \ Z 3 PRETREATMENT POND r 23 F - - - - - I SPACES �� (FUTURE) o I= WL WL WL= n 50'-0 oot QMH-ooi 23 eem 40'W X8'L X 10'H 70'-0" 52'-0" (26(-11 PALLET STORAGE. o MAX HEIGHT OF 10'-0" Z� M Pn nn nn nn nn o°o LJ LJ LJ L OUTDOOR LJ LJ x Fl n n F RAW MATERIALS STORAGE n n ® 00000000 U LJ LJ L (PHASE 1) Ll Ll nn nn nn nn nn nn © 12 rl ❑ 9 0 0 ,p , 0 - - O • =d. ix i i MANUFACTURING/ 9 s • WAREHOUSE 034 68 SPACES (PHASE 1) 144,000 SF 0 'O 6 13 O - Ij LAJ x .. 570'-0" 40'-6"L. 60'-0" 28'-E r-1 r-1 r-1 r-1 r 8'-0" X 10'-0" TRASH L J L J L J L J L ENCLOSURE ON o F r OUTDOOR FINISHED r CONCRETE PAD, rn L J L J PRODUCTS STORAGE L SCREENED BY 5'- 110, 0" F -1 F -1 (PHASE 1) r HIGH CEDAR FENCE L J LJ L J L J L AND GATES, SEE Id 58'4" DTLS 2 & 3/A001 x ✓ v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u u� v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u u v u u ✓��, OFFICE ✓ + � ,� WAREHOUSE � DEFERRED PARKING �I��Iv�� _ 'B' / ✓ �� ,�� URE) y 227 SPACES L�� (FUT ✓ (PROVIDED ONLY ASITTy vy y N 12,000 SF .a REQ'D BY CITY �' \�/\I/ �,{�//�/\/ ✓��, 14 SPACES ✓} ✓Z�� v v�Z��v�v� (SHARED) �I —98 0" 52'-0" 26'-10" MANUALLY OPERATED GATE, GALVANIZED CHAIN LINK, TYP. MANUALLY OPERATED GATE, GALVANIZED CHAIN LINK, TYP. TRANSFORMER ON PAD (12'X 12') WITH (3) THREE A/C CONDENSER UNITS SCREENED BY 5' HIGH CEDAR FENCE, SEE DTL 3/A001 /vo/�l TH ARCHITECTURAL SITE PLAN LEGEND - - - z Q = E CONCRETE • c� 0 FF� N = v) W L N 41 z . .3 DEFERRED PARKING COUNTS LJ LJ Lu ACCESSIBLE PARKING STALL (SEE CIVIL FOR DETAIL) ACCESSIBLE STALL SIGN O_ (SEE CIVIL FOR DETAIL) 10 PARKING STALL COUNT cn QmN ~ rl p o Ln U 1° m zr W 0Lu� L J L J PARKING CALCULATIONS . . . . - ��oz CJ�Q= �O::Ew `\ FUTURE PHASES N W Q W Q r r L W N L r z Z r4*7t'i /7 r`wv�v-�� SCHWIETERS MANUFACTURING FACILITY+ COLD STORAGE 2 � r Q Z w O Qw 00 r lY r r _w W > De W W CLLL SEE PHASE 2 ABOVE FOR AREA BREAKDOWNS 3 vvv> �vvvvv �y� v> �v v> �vvv> �vvvv di Q � z w TOTAL REQUIRED PARKING 309 SPACES PROVIDED PARKING 68 SPACES . . - - - \�vL�' C .v� (14 SPACES SHARED WITH WAREHOUSE -B-) (227 SPACES DEFERRED) 3 - M vv�vv��,vv�vv�v vv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvv NOTE: BUILDINGS LABELED AS "FUTURE" ARE SHOWN ON THIS PLAN FOR (3) THE PURPOSES OF DEMONSTRATING POTENTIAL SITE LAYOUT ONLY. F_CD \111 BUILDING AREAS ASSUME A PRESCRIBED RATIO OF WAREHOUSE TO ( uJ Iq Nz�< BUILDING SETBACK U OFFICE USE AS LISTEDBELOW. -1w 4 rll**4 Z NMS _ U FUTURE OFFICE + WAREHOUSE A'- 15,000 GSF ` ca m WAREHOUSE USE 12,000 GSF (80%) PAVEMENT SETBACK x 5 Lu OFFICE USE 3,000 GSF (20%) PROPERTY LINE REQUIRED WAREHOUSE PARKING 8 SPACES (1 PER 1,500SF) 8'-0" HIGH GALVANIZED REQUIRED OFFICE PARKING 15 SPACES (1 PER 200SF) Z O CHAIN LINK FENCE, TYP. TOTAL REQUIRED PARKING 23 SPACES SEE CIVIL FOR DETAILS PROVIDED PARKING 23 SPACES FUTURE OFFICE + WAREHOUSE 'B' - 12,000 GSF WAREHOUSE USE 10,800 GSF (90%) OFFICE USE 1,200 GSF (10%) REQUIRED WAREHOUSE PARKING 8 SPACES (1 PER 1,500SF) REQUIRED OFFICE PARKING 6 SPACES (1 PER 200SF) TOTAL REQUIRED PARKING 14 SPACES PROVIDED PARKING 14 SPACES (14 SPACES SHARED WITH SCHWIETERS) ARCHITECTURAL SITE PLAN - FUTURE 1 " = 60'-0" EXISTING GRA VEL ORl l/ElN% Y S TREE T NOR TH —EXTENSION PROPERTY LINE —� x x 7111 :1 �7 x x xx 10 L 10 -HW 1 -HWL 100-HW1L 10p'N�` N J INFILTRATION BASIN ®•®: / ®®® �� 4 _ - - J � OFFICE 3 r CMN + WAREHOUSE A' o I ( ) �- - - WETLAND'1' . �, FUTURE x O 15,000 SF o N o \ Z 3 PRETREATMENT POND r 23 F - - - - - I SPACES �� (FUTURE) o I= WL WL WL= n 50'-0 oot QMH-ooi 23 eem 40'W X8'L X 10'H 70'-0" 52'-0" (26(-11 PALLET STORAGE. o MAX HEIGHT OF 10'-0" Z� M Pn nn nn nn nn o°o LJ LJ LJ L OUTDOOR LJ LJ x Fl n n F RAW MATERIALS STORAGE n n ® 00000000 U LJ LJ L (PHASE 1) Ll Ll nn nn nn nn nn nn © 12 rl ❑ 9 0 0 ,p , 0 - - O • =d. ix i i MANUFACTURING/ 9 s • WAREHOUSE 034 68 SPACES (PHASE 1) 144,000 SF 0 'O 6 13 O - Ij LAJ x .. 570'-0" 40'-6"L. 60'-0" 28'-E r-1 r-1 r-1 r-1 r 8'-0" X 10'-0" TRASH L J L J L J L J L ENCLOSURE ON o F r OUTDOOR FINISHED r CONCRETE PAD, rn L J L J PRODUCTS STORAGE L SCREENED BY 5'- 110, 0" F -1 F -1 (PHASE 1) r HIGH CEDAR FENCE L J LJ L J L J L AND GATES, SEE Id 58'4" DTLS 2 & 3/A001 x ✓ v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u u� v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u v u u v u u ✓��, OFFICE ✓ + � ,� WAREHOUSE � DEFERRED PARKING �I��Iv�� _ 'B' / ✓ �� ,�� URE) y 227 SPACES L�� (FUT ✓ (PROVIDED ONLY ASITTy vy y N 12,000 SF .a REQ'D BY CITY �' \�/\I/ �,{�//�/\/ ✓��, 14 SPACES ✓} ✓Z�� v v�Z��v�v� (SHARED) �I —98 0" 52'-0" 26'-10" MANUALLY OPERATED GATE, GALVANIZED CHAIN LINK, TYP. MANUALLY OPERATED GATE, GALVANIZED CHAIN LINK, TYP. TRANSFORMER ON PAD (12'X 12') WITH (3) THREE A/C CONDENSER UNITS SCREENED BY 5' HIGH CEDAR FENCE, SEE DTL 3/A001 /vo/�l TH ARCHITECTURAL SITE PLAN LEGEND BITUMINOUS PAVEMENT Q = E CONCRETE • c� 0 WETLAND (SEE CIVIL) N = v) W L N 41 z AREA RESERVED FOR DEFERRED PARKING COUNTS or - Lu ACCESSIBLE PARKING STALL (SEE CIVIL FOR DETAIL) ACCESSIBLE STALL SIGN O_ (SEE CIVIL FOR DETAIL) 10 PARKING STALL COUNT GENERAL NOTES: - SEE CIVIL ENGINEERING DOCUMENTS FOR UTILITIES, GRADING, STORMWATER, AND DIMENSIONAL SITE REQUIREMENTS - SEE LANDSCAPE ARCHITECT'S DOCUMENTS FOR PLANT LOCATIONS AND TYPES - SHOWN HERE FOR REFERENCE ONLY - SEE SITE LIGHTING PLAN FOR LIGHT POLES AND LOCATIONS - SHOWN HERE FOR REFERENCE ONLY Q = E • c� 0 W U N = v) W L N 41 z or - Lu °c U oC Lu O_ V' N pC a--+ Q M w m Z) cn QmN ~ rl p o Ln U 1° m zr W 0Lu� U p � w ��oz CJ�Q= �O::Ew `\ U N W Q W Q r r L W N L r z Z 2 � r Q Z w O Qw 00 r lY r r _w W > De W W CLLL Cr 0 Lu U U w 0 in W di Q � z w 0 o C .v� M < WI- (3) L.L. , NCO F_CD O to WQ o uJ Iq Nz�< U W YO -1w 4 rll**4 Z NMS _ U ca m 5 Lu w Z O R IL w V) Lu 0 Lu W H Q 0 Z J 0 v z W_ � Q J Z CL Q W _ � �_ V) LU V) Q X W :D Q CL= V) z� LU W 0 = LU F- W W Q � LJ w — o U J U= m Q U JOB No: 17091.00 DATE: 04/10/2018 DRAWN BY: ZF DESIGNED BY: MW SHEET: 0 d ' " oi. z 4VA, • EXIST G GRA ALL DRI ILEWA Y w A . I �"`�r• 140 TH S71 /\/0/? TH EN TENSION .+. -tea' • - •- �''"- -'^I r � - ��"'- o.. ►"� �� sa -- PROPERTY LINE v`4K x x \ PAVEMENT SETBACK x x 1 � - - -- - i _ MN 1 10 4/wL 10 1 -HWL 1 0 HWL o I BUILDING SETBACK 16. EXISTING WETLANDS '-+. + •* - � _ ` I J� �� 3 *44, � Ab 10 BASIN FILTRATION O COLD STORAGE (PHASE 2) 0 45,000 SF CD CD _ 3 \ N cx x i. 1 I ' /'[• t x ■ r. v j 60'-0" 225'-0" •,r ■ IL TWO s� � Lr � •�, � � � ■- r �� /r � � � i TWO ROWS L - 4 4'W X 161 X 10'H PALLET STORAGE. u u j . •� �' I o MAX HEIGHT OF 10'-0" n n LI LI LI LI i nn nn Ll Ll Ll Ll nn nn Ja F F , +, AW, �~i �' t • � * ONE ROW "t J r 4'W X 201 X 10'H r PALLET STORAGE. MAX HEIGHT OF 10'-0" r- - . A • 'Y . o • � o c t W • 12'W X 161 X 10'H PALLET STORAGE, TYP. • �► - # _ + • - AT FINISHED PRODUCT >. ! . i • r PRETREATMENT STORAGE. MAX HEIGHT OF 10'-0" POND �• 3 I I J 119'-0" _37 EXISTING WETLANDS z r r R I F O �► LJ LJ z L1 L1 3 LJ LJ £ =» I L1 L1 3 LJ LJ f O o LJ LJ • i I _ o 1 - ` BUILDING SETBACK\1 { PAVEMENT SETBACK �� x - PROPERTY LINE MISSION ,•� _ 8'-0" HIGH GALVANIZED CHAIN LINK FENCE, TYP. _ SEE CIVIL FOR DETAILS ' � IL .• - ! �e s s� or •- a ok ^� ARCHITECTURAL SITE PLAN - AERIAL OVERLAY, ALL PHASES 1 " = 60'-0" [r u Pn Ll Ll nn Ll Ll H Id Id N 0 3 INFILTRATION j� = BASIN / / o �� I 0 00 00 �1 � o 3 MN ti I o I WETLAND'1' ~ M o N 3 PRETREATMENT =o r o r POND I o I ~ 3J o 0 i - — WL WL50'-0.. - �M -OOi QMH-OOi ONE ROW 4'W X 8'L X 10'H PALLET STORAGE. o MAX HEIGHT OF 10'-0" CN uu D uu F] n n n n n Ll OUTDOOR Ll Ll fl RAW MATERIALS STORAGE fl fl LJ (PHASE 1) LJ Ll u u nn nn nn nn nn uu uu uu uu uu MANUFACTURING/ WAREHOUSE • (PHASE 1) 144,000 SF OFFICE + WAREHOUSE 'A' (FUTURE) 15,000 SF 23 SPACES (FUTURE) 70'-0" 52'-0" 26'-10" ■ ., :, ., ., 570'-0" 6_1 F 1 F 1 F 1 LJ LJ LJ LJ L1 L1 L1 L1 LJ LJ LJ LJ L1 L1 L1 L1 LJ LJ LJ LJ L1 L1 L1 L1 LJ • x s LJ r° OUTDOOR FINISHED AND DIMENSIONAL SITE REQUIREMENTS PRODUCTS STORAGE Z w O • (PHASE 1) 13 OFFICE + WAREHOUSE 'A' (FUTURE) 15,000 SF 23 SPACES (FUTURE) 70'-0" 52'-0" 26'-10" ■ ., :, ., ., MANUALLY OPERATED GATE, GALVANIZED CHAIN LINK, TYP. OFFICE + WAREHOUSE B' M (FUTURE) � N 12,000 SF x N14 SPACES (SHARED) CO [�_98'-0" 52'-0" 26'-10" 40'-0" 140 TH 5 I—RET T NOR 1—H MANUALLY OPERATED GATE, GALVANIZED CHAIN � LINK, TYP. TRANSFORMER C PAD (12' X 12') WI - (3) THREE A/C CONDENSER UNI' SCREENED BY 5' HIGH CEDAR FEN IV s `i s -. ARCHITECTURAL SITE PLAN LEGEND BITUMINOUS PAVEMENT Q CONCRETE WETLAND (SEE CIVIL) Ln = i LU ACCESSIBLE PARKING STALL z 'b (SEE CIVIL FOR DETAIL) ' Q Lu aA ACCESSIBLE STALL SIGN > (SEE CIVIL FOR DETAIL) Lu 10 PARKING STALL COUNT U ' oC Q1 Lu GENERAL NOTES: N OC ® • x s x r° p o Ln AND DIMENSIONAL SITE REQUIREMENTS - SEE LANDSCAPE ARCHITECT'S Z w O • 6 13 - SEE CIVIL PLANS FOR IMPERVIOUS pZ `i�D MAXIMUM AREA, STORMWATER, GRADING, AND UTILITIES �0�� \\l V n w ¢ w • ®O �J _ w ~ ¢ Z w Qw 00\ 2 � O w > . x U OoJ� o :r_.-_,"�40'-6" j, 60'-0" ._6" F 8'-0" X 10'-0" TRASH r 1 J co) L ENCLOSURE ON L J o- a WI- r CONCRETE PAD, r 1 rn Z N F_ SCREENED BY 5-0" W o LLI NzW� HIGH CEDAR FENCE cl)Y x cn L _ AND GATES 58.0 Z t NMS _ U L1 r1 ca m LJ LJ W MANUALLY OPERATED GATE, GALVANIZED CHAIN LINK, TYP. OFFICE + WAREHOUSE B' M (FUTURE) � N 12,000 SF x N14 SPACES (SHARED) CO [�_98'-0" 52'-0" 26'-10" 40'-0" 140 TH 5 I—RET T NOR 1—H MANUALLY OPERATED GATE, GALVANIZED CHAIN � LINK, TYP. TRANSFORMER C PAD (12' X 12') WI - (3) THREE A/C CONDENSER UNI' SCREENED BY 5' HIGH CEDAR FEN IV s `i s -. ARCHITECTURAL SITE PLAN LEGEND BITUMINOUS PAVEMENT Q CONCRETE WETLAND (SEE CIVIL) Ln = i LU ACCESSIBLE PARKING STALL z 'b (SEE CIVIL FOR DETAIL) ' Q Lu aA ACCESSIBLE STALL SIGN > (SEE CIVIL FOR DETAIL) Lu 10 PARKING STALL COUNT U ' oC Q1 Lu GENERAL NOTES: N OC Qa,W D_ 'm - SEE CIVIL ENGINEERING DOCUMENTS cn QmV) rjg_ FOR UTILITIES, GRADING, STORMWATER, p o Ln AND DIMENSIONAL SITE REQUIREMENTS - SEE LANDSCAPE ARCHITECT'S Z w O DOCUMENTS FOR PLANT LOCATIONS AND I TYPES - SEE CIVIL PLANS FOR IMPERVIOUS pZ `i�D MAXIMUM AREA, STORMWATER, GRADING, AND UTILITIES N Q C7 0 U Lu Ln = i LU z 'b c:z ' Q Lu aA > o Lu =m U ' oC Q1 Lu O N OC Qa,W D_ 'm � < m V) cn QmV) rjg_ .;.. c: ~ ri p o Ln ,:t 1° U m Z w O U p w pZ `i�D U 7 LLJ �0�� \\l V n w ¢ w _ w N o Z w �J _ w ~ ¢ Z w Qw 00\ 2 � O w > LL' w � w O w U Lu w w U OoJ� o ■ J co) d M a WI- Z N F_ cc 0 W o LLI NzW� cl)Y O W cn -1w 4 Z t NMS _ U ca m W Z O R CL OL U w 0 Lu w 0 J z0 � vi Z Lu[L Q J Z IL Q a—E, LU 0- [ Z F- cn0!�w I cn 0 LU C O < O = Lu V) U Q _j H- Q:�_ < Lu Q LU LU Lu w H— LU Q Q = u U= m Q "' U cn JOB No: 17091.00 DATE: 04/10/2018 DRAWN BY: ZF DESIGNED BY: MW SHEET: O ol 570'-0" �2� 11 A102 20'-0" 24'-0" 16'-0" 124 3'-4 8" 24'-0" 40'-0" 24'-0" 24'-0"'j'(4' -8" 324'-0" 40'-0" 24'-0" 32'-0" 24'-0" 16'-0" r 20'-8" 24'-0" 32'-0" 24'-0" 16'-0" CT -4"0'-8" L, 24'-0" 16'-0" 11 30'-0" 70, loo. I I I I CD I I I I o I I o o A102 U P ■ _LL I I, I M I MANUFACTURING / WAREHOUSE N� � • � 128,100 SF • � � � • 60'-0" 60'-0" TYP. I I I I. I I' N I M I A102 SIM. I I I I I I I I UP 20'-0" 24'-0" 16'-0"11,2'-8" 24'-0" 40'-0" 24'-0" 16'-0" [12'-8" 24'-0" 40'-0" 24'-0" 32'-0" 24'-0" -0' 28'-8" 24'-0" 32'-0" 24'-0' 16'-0" 20'-8" 24'-0" 16'-0" 3'-4"J 3'4V 3'-4") 3'4"� N MAIN LEVEL FLOOR PLAN 1/32"= V-0" N Q = E • C7 0 Lu . (/� =i W L Ln Q1 z z ' OC bn C Z ' Q a) O > E= Lu °C U DC Lu 0 N OC a--+ Q Ql W _ d V) < m V) ' N Q m V) 0 0 �n U 1° m r Z : w O= P=O Q w r Q:� Q J W U Z Q `i=QZ � 7 Lu U 0 \\l V Z > N r w r_ _ N Q Z w v, _ w ~ ¢ Z w ¢w 00\ O Lu C Lu Lu CL IO Lu U Lu w ch ■ J M d r- < I - az N Qoma° �W� t7 W Nz�� (D cl) W YO -1w 4 Z N NM S _ U ca m Lu w z O P CL OL U Lu 0 w w 0 J J U Z Q � LL. z w < v, Q � OL QwQ � �z w0 0 W CQ � O � w Lu V)J < Z Lu W LU J wo =W UQ Q Q _ LL. cit cU z Q JOB No: 17091.00 DATE: 04/10/2018 DRAWN BY: ZF DESIGNED BY: MW SHEET: lo N 570'-0" Q = E • C7 0 169'-8" It 17'-7" it LuU (/� =i W 352'-9" z ' OC bn 30'-0" Ilk ' Q a) O > E= Lu L DN U DC Lu 0 N OC a--+ Q Ql W _ d MEZZ. N Q m V) p o �n U 1° OFFICE r Z : w O = L 715 SF `i=QZ Lu U � 7 0 \\l V L Z > r N _ w N Q Z w r_ v, MECH. _ w ~ ¢ Z w ¢w 00\ O 467 SF Luw Lu a CL O w U Lu Lu w O Q J W Q DN OPEN TO MANUFACTURING / J M WAREHOUSE BELOW d r- o < MEZZ. o I■ ■ ■ ■ ■ ■ ■ ■ STORAGE N cc O LLI 7,200 SF W N z�� H cl) Q W YO cn J J LL CANOPY N Z cf)z MZ Z BELOW U ca m MECH. 5 MEZZ. 160 SF Lu w OFFICE ROOF ACCESS DN 715 SF SHIP'S LADDER O ABOVE R CL DN 352'-9" 01, 17'-7" 169'-8" 30'-0" CANOPY L')Lu BELOW FLOOR PLAN 0 0MEZZANINE 1/32"=1'-0" Lu N Q = E • C7 0 LuU (/� =i W L Ln Q1 z z ' OC bn C Z ' Q a) O > E= Lu °C U DC Lu 0 N OC a--+ Q Ql W _ d < m V) N Q m V) p o �n U 1° m r Z : w O = P=O Q w r Q:� Q J W U Z Q `i=QZ Lu U � 7 0 \\l V Z > r N _ w N Q Z w r_ v, _ w ~ ¢ Z w ¢w 00\ O Luw Lu a CL O w U Lu Lu w O Q J W Q ch J M d r- < W Z N � cc O LLI W N z�� H cl) Q W YO cn J J LL N Z cf)z MZ Z O U ca m 5 Lu w z O R CL OL U L')Lu 0 Lu w 0 J J U Z Q � O w LL. L/)Q Z�� Z) J —i < Lu � � �z ED i Lu 0 C O Q LL w0 J ��Z V � � Z Z W LU W GE Q LU LLQ N O Q � U m V) U V) Q JOB No: 17091.00 DATE: 04/10/2018 DRAWN BY: ZF DESIGNED BY: MW SHEET: Q Lel 0 0 1 0 0 0 0 0 0 0 0 240'-0" M 0 m 0 m 55'-4" WORKROOM r/ —/`� r/ � OUTDOOR UP SHARED 117 S F _ 25'-3" PO OFFICE L? 221 SF R�y MECHANICAL/ UTILITY/ TOOL STORAGE/ RECEPTION OPEN OFFICE - SPRINKLER RISER ROOM SUPPLIES STORAGE REPAIR SHOP - PLANT MANAGEMENT & LOCKER R ELECTRICAL 0 12'-0" 0L. 15'-1" ROOM \y N 466 SF 445 SF 445 SF 438 SF F -1 N 110151 SF N 560 SF KITCHEN N LOBBY ti C? 636 SF CONFERENCE- 04 ONFERENCE - rn N STAIR q N 860SF RESTROOMWOMEN 0 C3 RESTROOM - J l —,P BREAK ROOM FAI 14'-0" 14'-0" 14'-0" 13'-7" 1713 SF 20'-4" - 54'-4" HALLWAY 15'-1" 25'-10" 12'-1" L0 446 SF r V IF In UP I ENLARGED PLAN AT FACILITY SUPPORT AREAS z 1/8"=11-0" RESTROOM FIXTURE CALCULATION N °ea\eco p�ao� 5� p°o �10 bn ,\e'a°� ' Q a) 0 a� > E Lu BUSINESS 100 5,000 50.00 2 0 1 1.25 0.63 0.5 1 INDUSTRIAL 100 72,400 724.00 7.24 3.62 7.24 3.62 1.81 1 WAREHOUSE 500 66,600 133.20 1.33 1 0.67 1.33 0.67 0.13 1 1 144,000 TOTAL REQ'D O 10.57 5.29 9.82 4.91 2.44 1 PROVIDED �afU O Q J W Q 14 7M/7W 10 5M/5W 3 1 N ENLARGED TYP. TOILET CORE PLAN 1/8"=l' -O" N Q = E • C7 0 —U Lu (/i 2 i W L Ln Q1 z bn C Z ' Q a) 0 > E Lu °C U DC �w 0 N OC a--� Q Ql W d 'm � < m V) cn QmV) rjg_ .;.. c: F-- T--' 0 o �n U 1° m r Z : w O = P=O Q w r Q:� Q J W U Z Q `i=QZ � 7 Lu U 0 \\l V `i'wQw Z > N r w r_ _ N Q Z w v, _ w ~ Q Z w Qw 00\ O Luw Lu a w CL O w U Lu U w �afU O Q J W Q Q J M d M Q W Z N � cc O LU co o LU N z�Ln cl) W YO -1w 4 N Z NMS co m 5 Lu 0��z O R CL OL L')Lu 0 5Lu QL w Q 0 J J U ZLL. Q <nw Lu c) Z IZ) 0 Q w g � z w "' L Q Lu 0 Q�� 00 Q O w Lu V)J � Z w O LU W Lu Lu ::D _ U _ Q `L. cit U V) Q JOB No: 17091.00 DATE: 04/10/2018 DRAWN BY: ZF DESIGNED BY: MW SHEET: 3 0 0 0 Q 3 FRESH AIR INTAKE PENETRATES 2'-0" ABOVE SURFACE OF ROOF AT EACH AHU, TYP. LOCATE MIN. 20'-0" FROM EXHAUST FLUE EXHAUST FLUE PENETRATES 2'-0" ABOVE SURFACE OF ROOF AT EACH AHU, TYP. LOCATE MIN. 20'-0" FROM FRESH AIR INTAKE (8) EIGHT 4'-0" X 8'-0" HORIZONTAL AIR HANDLING UNITS MOUNTED BELOW ROOF DECK BETWEEN JOISTS 4 A300 PARAPET HEIGHT MIN. 2'-0" ABOVE SURFACE OF ROOF 8" DIA. INTERNAL RAIN RUN DRAIN BELOW ROOF DECK WATER LEADER, MIN. SLOPE 1/4" PER 1'-O" CONNECT TO BELOW GROUND SEWER ROOF PLAN 1/32"=l' -O" PARAPET HEIGHT MIN. 2'-0" ABOVE SURFACE OF ROOF 2 A300 ROOF PLAN NOTES - SLOPE RIGID INSULATION 1/4" PER V-0" MIN., 1/2" PER 1'-O SLOPED CRICKETS TO BE PROVIDED AT ROOF HATCH SCUTTLE, AND VENTS - NO ROOFTOP MECHANICAL UNITS TO BE USED, ALL HVAC EQUIPMENT TO BE MOUNTED WITHIN BUILDING EITHER IN MECHANICAL ROOMS, OR BETWEEN JOISTS. ONLY ROOF MOUNTED EQUIPMENT WILL BE FRESH AIR INTAKE VENTS AND EXHAUST FLUES - TOPS OF ALL VENTS AND FLUES SHALL NOT EXTEND ABOVE TOP OF PARAPET IN ORDER TO MAINTAIN SCREENING WHEN VIEWED FROM GROUND LEVEL. 1 A300 EXHAUST FLUE PENETRATES 2'-0" ABOVE SURFACE OF ROOF AT MECH. ROOM BELOW, TYP. LOCATE MIN. 20'-0" FROM FRESH AIR INTAKE FRESH AIR INTAKE PENETRATES 2'-0" ABOVE SURFACE OF ROOF AT MECH. ROOM BELOW LOCATE MIN. 20'-0" FROM EXHAUST FLUE Ln II -1 Q = E • C� 0 W U II +2 L Ln 41 z +21 " w Lu L u °C U oC aA w Ln rn O II Ln < m Ln QmN �~ ri II U,::I- 1° m Z r w Oz II Q w r UZ�pL 0 ��oz II n V n II N p r Z Z 2 < F- ¢ Z w O ¢w 00 I n r r _ w w , La Lu a II u U Lu w OoJ¢O W u II Z w � o II u vi � � II aM ° O II Q II Z N O cc wtoQ II Nz�� U cl) W YO II 4 6" DIA. OVERFLOW _ U II ca m II Lu II DRAIN, 8'-0" MIN FROM II w II II MAIN DRAIN, TYP. R IL N+8-+''_ w U Li SLOPE ,SLOPE SLOPE _ ,SLOPE SLOPE, ,SLOPE O w +6°° w un 0 6" DIA. INTERNAL w w J U w Z J < w ROOF DRAIN, TYP. w W_ CL Lu V) w O Q O w O LU Q 12Q LLJ O w o 0- O � ---0J = � < Z � uJ — LLJ +21 " C) � +21 " U Q u _ m +21 " U � Q JOB No:17091.00 DATE: 04/10/2018 DRAWN BY: ZF DESIGNED BY: MW SHEET: tavo)j OO w w w 0 +6" SLOPE S SLOPE +6" SLOPE SLOPE LOP SLOPE SLOPE II II II II II w II L II w_o II 0 0 0 U II o 0 0 o 0 0 0 a- 0 78 +8F-1 F-1 � cn IF I F -I ROOF CESS F -I ROOF CESS F-1 n II 6 6 IIL iII LJ SCUTTLE TH Li II II II HATCH II N II +21 " II +21 " p ROOF PLAN 1/32"=l' -O" PARAPET HEIGHT MIN. 2'-0" ABOVE SURFACE OF ROOF 2 A300 ROOF PLAN NOTES - SLOPE RIGID INSULATION 1/4" PER V-0" MIN., 1/2" PER 1'-O SLOPED CRICKETS TO BE PROVIDED AT ROOF HATCH SCUTTLE, AND VENTS - NO ROOFTOP MECHANICAL UNITS TO BE USED, ALL HVAC EQUIPMENT TO BE MOUNTED WITHIN BUILDING EITHER IN MECHANICAL ROOMS, OR BETWEEN JOISTS. ONLY ROOF MOUNTED EQUIPMENT WILL BE FRESH AIR INTAKE VENTS AND EXHAUST FLUES - TOPS OF ALL VENTS AND FLUES SHALL NOT EXTEND ABOVE TOP OF PARAPET IN ORDER TO MAINTAIN SCREENING WHEN VIEWED FROM GROUND LEVEL. 1 A300 EXHAUST FLUE PENETRATES 2'-0" ABOVE SURFACE OF ROOF AT MECH. ROOM BELOW, TYP. LOCATE MIN. 20'-0" FROM FRESH AIR INTAKE FRESH AIR INTAKE PENETRATES 2'-0" ABOVE SURFACE OF ROOF AT MECH. ROOM BELOW LOCATE MIN. 20'-0" FROM EXHAUST FLUE Ln Q = E • C� 0 W U N = v) W L Ln 41 z . OC or- Lu L u °C U oC aA w Ln rn O Q rn w Ln < m Ln QmN �~ ri p o Ln U,::I- 1° m Z r w Oz Q w r UZ�pL ��oz Q = Lu 0 \\\ V n w Q w Qr r Luco (_ N p r Z Z 2 < F- ¢ Z w O ¢w 00 r r _ w w , La Lu a w 0 Mr O Lu U Lu w OoJ¢O W Q � Z w � o V vi � � J M aM Q WI- Z N O cc wtoQ � w� Nz�� U cl) W YO �w 4 Z N NM2 _ U ca m Lu w z O R IL w U V) Lu Lu w 0 J J U Z J < W_ CL Lu V) Q O Q LLJ CL [L � Z LU Q 12Q LLJ O 0- 0 w(D ---0J = O < Z LL1 LLJ w — LLJ C) � _ U Q u _ m `L U � Q JOB No:17091.00 DATE: 04/10/2018 DRAWN BY: ZF DESIGNED BY: MW SHEET: ELEVATION KEYNOTES 1 PRECAST CONCRETE PANELS WITH CUSTOM HORIZONTAL {BELIEF a PREFINISHED METAL ROOF COPING u.i L wl ai PATTERN, COLOR: BUFF aHOLLOW METAL DOOR &FRAME Q2'-0"H x 44'-6"VV METAL SIGN BY OWNER'S SIGN VENDOR (FUTURE), Lu ix� ro t� cc 13D w Lo r14 1=a--� < 0) Lu L'}} ul iii Q f�1 ul EXTERNALLY LIT, MOUNTED TO TOP OF TRELLIS. � OVERHEAD COILING DOOR VVI VINYL NUMBER GRAPHIC z� WOOD TRELLIS CANOPY 4 PARTIAL HEIGHT SCREEN WALL WITH PLANTINGS AT OUTDOOR � Lu ALUMINUM STOREFRONT WINDOW SYSTEM. FINISH. CLEAR PATIO ANODIZED LL w - U 0� z B 6 6 <6 6 4 SOUTH ELEVATION 1132"=1'-0" gi�T.04 PRECAST E L . 130'-0" T.O.F.F. UPPER LVL EL. 112-0" - GRADE — EL. 100'-0" T.D. PRECAST EL. 130'-O"MV .O.F.F. UPPER LVLJO EL- 112'-O"MP GRADE O� EL. 100'-0" WEST ELEVATION 1116"=V-0 NORTH ELEVATION 11132"=V-0` T.D. PREC EL. 130'-0" T.O.F.F. U "AWEL. 112'-0" je,GRADE EL. 100'-0" EAST ELEVATION 1116"=1'-0" F- C3 0 U u.i L wl ai t` d Ud d c Q a.! Z — laf Z ' d .au �>0 Lu ix� ro t� cc 13D w Lo r14 1=a--� < 0) Lu L'}} ul iii Q f�1 ul C) Ln +V V to fn z� ¢W� Lw ?oz Az � Lu <- ¢r< w m �2 �ile- �� LL I w ILw LL w - U 0� z di C7 0 � � J CL I- Ln am CL z � r �fl �C W o z LLI F- Y 0 Lu L J LL z i ry M � } LIDw 0 w w r_ J U J LLL V)LuL") z W < Z W < 0 W a W V> W --, a� Q:� L�0 Lu cry _ Q O W W w W LLJ❑ r x U W Li- Lu u u V) joB No: 17091.00 DATE: 04110{2018 DRAWN BY- 7F DESIGNED BY; 11111 SHEET: A300 ' =MOM 777 N _-5 {' L�r.A r a 14� I mz wow a - � r, lki r �•� .tea •� t �" NO 1 11 B- A -; .:� Z-P5,�� rt NN 4 lki r �•� .tea •� t �" NO rt NN 4 vo- ov AO i�� mow` • � q/� 480 6 m LU w . rAM rra it • ..'f:�lr ' • _ '14 A I lb 480 6 m LU w Al u / _ ��"`�"`�■ 43 3 5 1 3 1 3 \ • "` 4 2 3 4 QA PA BN PS UA PG QR PN 4 3 GD JV UA PN PDG 12 QE — — — — — — — — — — — — — — — — — — — CR — v— VVVVVVV -- - --- - - - - - - — -- -- -- vvvvv vvvvvvvvvvvvvvv - -- - --- - _----------- vvvvv v v vpp4vvvvvvv vvvvv vvvvvv VV v v v v ` v v v - /Vv"_ _ _ - -_ _ _ _ _ _ _ AB v v°vv vvv v °vv j-- - 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TM - - - - - - vv v v/ v/ II t v� 14 3 TC � JSA RAG II r I / .. ❑ 0 .. . . • • .... • AM ice• • \ 27 I 1 .d 2 RA SH # N / SR 2 4r \ . �•. •• RAG LY \ / I •�••Y 15 :s'2 , •,'0 TCE 4 / I �• • -• 7TJ4 � I / / L rI CS i er 2 #I RAG \ � � 16 '•' '•' w / \� I :�:• - PAN •� .: . . 4 • PAS ` •... •.. 2 ••:•�• RAG .•�- g - - L CS •• •..6 JL7 CKF 4 � AS J'�i 3 2 Sys I TM CO RAG # ':• PAS l\ •�•2 6 17 .��. RAG CKF \ r •tet � PAN V �• 5 LL TM ® 4 4 • �:.. ® RAG RAG00 • 1 3 .. QR PAS 10 I�:�• 3 I.. .... RAG 2 14 • " " CO RAG ................. ......................... ........................ ..... 3 AP jS'S 3 GT 6 DL v 5 SS 4 GT NOTES: 1. REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES. 2. REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING AND SEEDING. 4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR DESIGNATED AS A FUTURE BUILDING PAD, SHALL RECEIVE AT LEAST 4" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. 5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO s ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RE -SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING, REFER TO SPECIFICATION FOR PROCEDURE. 8. ALL TREES TO BE BALLED AND BURLAPPED. El 9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED. 10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE V MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGIN BRANCHING NO LOWER THAN 6'. VV LEGEND GDETAIL REFERENCE KEY TO SITE DETAILS I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) 0 PROPOSED DECIDUOUS TREE ® PROPOSED CONIFEROUS TREE ® ® O PROPOSED SHRUBS PROPOSED HERBACEOUS PLANTS �•�•�•�•�•�•�•�•�•i APPROXIMATE SOD LIMITS -------------1 I- - - - i PROPOSED SEED MIX #1 IF V V_rrrrrrrw avvvvvvvvvvvv 1 PROPOSED NATIVE SEED MIX #1 Ivvvvvvvvvvvvv vaassssaaaaaa�l PROPOSED NATIVE SEED MIX #2 PROPOSED SHRUB / MULCH BED I_ — PROPERTY LINE PLANT SCHEDULE a=E SYMBOL COMMON NAME SCIENTIFIC NAME QTY. SIZE ROflT DECIDUOUS SHADE TREES r) U Total 58 O AP EMERALD LUSTRE MAPLE Acer platanoides 'Pond' 6 2-1/2"cal. B&B AS NORTHERN FLARE MAPLE Acer sacchrum'Sisseton' 2 2-1/2"cal. B&B BN RIVER BIRCH Betula nigra 6 2-1/2"cal. B&B CO HACKBERRY Celtis occidentalis 5 2-1/2"cal. B&B GID KENTUCKY ESPRESSO COFFEETREE Gymnocladus dicicus 'Espresso' 3 2-1/2"cal. B&B GT SKYLINE HONEYLOCUST Gleditsia triacanthos var. inermis 'Skycoie' 7 2-1/2"Cal. B&B TC GREENSPIRE LINDEN Tilia Cordata 'Greenspire' 11 2-1/2"Cal. B&B UA VALLEY FORGE ELM Ulmus americana 'Valley Forge' 3 2-1/2"cal. B&B UJ ACCOLADE ELM Ulmus japonica x wilsoniana 'Morton' 3 2-1/2"cal. B&B QA WHITE OAK Quercus alba 3 2-1/2"cal. B&B QE MAJESTIC SKIES OAK Quercus ellipsoidalis 'Bailskies' 4 2-1/2"cal. B&B QR RED OAK lQuercus rubra 2 2-1/2"cal. B&B SA NIOBE WEEPING WILLOW ISalix alba Tristis' 1 3 2.1/2"cal. B&B ORNAMENTAL TREES Total a U? MA AMUR MAACKIA Maackia amurensis 1 3 1-1/2" cal. I B&B SR I SUMMER STORM LILAC TREE Syringa reticulata 'Summer Storm' S 1-112" cal. I B&B CONIFEROUS TREES Tota,' 46 ::D AB BALSAM FIR AUes baisamea 6 6' Ht. B&B JV EASTERN RED CEDAR Junipers virginiana 7 6' Ht. B&B LL AMERICAN LARCH Larix laricina 11 6' Ht. B&B PA NORWAY SPRUCE Picea abies 4 6' Ht. B&B PG WHITE SPRUCE Picea glauca 3 6' Ht. B&B PGD BLACK HILLS SPRUCE Picea glauca densata 4 6' Ht. B&B PN JAUSTRIAN PINE Pinus nigra 6 6' Ht. B&B PS ISCOTCH PINE Pinus sylvestris 5 6' Ht. B&B DECIDUOUS SHRUBS Total 310 Lu AM AUTUMN MAGIC BLACK CHOKEBERRY Aronia melanocarpa 'Autumn Magic' 36 #5 Cont. CL HEDGE COTONEASTER Cotoneaster lucidus 10 #5 Cont. CA PRAIRIE FIRE DOGWOOD Comus alba'Praide Fire' 27 #5 Cont. CS RED TWIGGED DOGWOOD Comus sericea 'Baileyi' 35 #5 Cont. CR GRAY DOGWOOD Comus racemosa 28 #5 Cont. DL DWARF BUSH HONEYSUCKLE Diervilta lonicera 60 #5 Cont. RA ALPINE CURRANT Ribes alpinum 27 #5 Cont. RAG GRO-LOW FRAGRANT SUMAC Rhus aromatica'Gro-Low' 34 45 Cont. SPIN DWARF BLUE LEAF ARTIC WILLOW Salix purpurea'Nana' 23 45 Cont. VT COMPACT AMERICAN CRANBERRYBUSH Viburnum triloburn 'Bailey Compact' 30 #5 Cont. CONIFEROUS SHRUBS Total 187 Z PAS SHERWOOD COMPACT SPRUCE Picea abies 'Sherwood Compact' 20 #5 Cont. PMB MUGO BIG TUNA Pinus muga 'Big Tuna' 14 #5 Cont. TM CITATION YEW Taws x media 'Citation' 45 #5 cont. JSA ARCADIA JUNIPER Junipers sabina Arcadia' 14 95 Cont. PAN BIRD'S NEST SPRUCE jPicea abies 'Nidiformis' 60 1 #5 Cont, TCE EMERALD SPREADER YEW ITaxus. cuspidata 'Emerald Spreader 34 #5 Cont. PERENNIALS I GRASSES C) Total 114 Al SWAMP MILKWEED Asclepias incamata 18 #1 Cont. CKF KARL FOERSTER GRASS Calamagrostis x acutiflora 'Kar[ Foerster' 16 #1 Cont. EM JOE-PYE WEED Eupatodum maculatum 22 #1 Cont. MF WILD BERGAMOT Monarda fistulosa 20 #1 Cont. PV SWITCH GRASS Panicum virgaturn 16 #1 Cont. 5H PRAIRIE DROPSEED Sporobolus heterolepis 2 #1 Cont. [SSjBLUE HEAVEN LITTLE BLUESTEM ISchizachyriurn scoparium 'Blue Hearten' 20 #1 1 Cont. N a=E • L7 O LUU N = L N4J w 0 N Z•-oC r) U Z O /T LJ� W = ca U LU 0 Ln }, Qrnw J M m N O o Ln U 1° m Z r w O � ch UQjw Ln i �0 0 Z LU Q = N O<� LU Q 0- m Q 0- LU �Jl w <� _LLI U af 00 LU L o O� C) O U %� � w w \ � �_U O o�� w OO a z w N za" zye lox we4 U? z' z �y ::D C� ate_ z �� w,o � y 4wh O U � m I w z I O R iY V) Lu 0 I I 11J II I + I Q o Z J C/)W Z I Z Q Q 112- 0z IL x0V� w W 0:� 0 IL Q cnCL Z0 IrY — 0 U W _j 2 W W Q Z W C) U= m U JOB NO:17091.00 DATE: 04/10/2018 DRAWN BY: LJD DESIGNED BY: LSD SHEET: L 1 11 • 0 N Q w 0 w Z 0 U Q t S 0 0 U O VM1 ML •� — ,M1� ------ ----- :��= — -- M - -------------------------------------------------------------------------------------- 4 it /1 Tl l ^TL)r-r-T n / r-1 I -T-1 I )r L)/) A F) r_ -\/Tr -n n / �T\/ / /n /r l `1lJl F 7 =l l \L_L=l—1 V //_V l Vl \L_ l \ L// -i L/ L_/\ l Ll V l- V ---------- ------------ l l L7l V � — •------------------�-------- �` --- — = 7i \li =�i Ali \7i �7i— Ali rti \rti= rt — � f� ._ T�'`�'`\`I i -' '`1' 1' -I� �— — \�. --, /fOF H1M. —\_ }��1\__ _\rti_ \�� c x x xX \ _'. � N �� 1NN 1 I\ ^M ` I I I x ML � :.: 700-NNL 1 � .100-HNL � 100-XNt � 100-HNL � 100-HNL � 10o-HNL C. x x x00 / Y•S I # 100NN5` a i w -N / • �� E xl € � x � y 'ON 'ON # OF I � I I x€ ` xl €I I g ig II g � x x � II g x� # € x x \II 8 x UH -=M WN -00t UH- H M— UH—L � WH- I � 1M!21— ' i �'LMN k IMH--0pL �'1NH-00 VH I M A # t00HNC ,00-HY6/ " J I I n^ r pw / r # O El I 10 I / I I, I / i li � II OF (II � .I �� cam' •'� r a .1 I I II 8 •, � I 1 i # •I • I I \ € s I J M L01 I � 8 I � I I I �,�.� .,�.�.� rrrr • 8 I I 1 # # I 1 :r� # # _O_ r •� 1 8 i I I I i # I� I \ x —----------------------------- //-- —# — --------- ------------------------------------------------------- I I L--E)T\/ l In lam- #/ L_l\l l L-11 VC_ hqk (y] I LIJ LI I � ®®Q PROPOSED SHRUBS *00 PROPOSED HERBACEOUS PLANTS " �•�•�•�•�•�•�•�•�-i APPROXIMATE SOD LIMITS ......----� ----------- PROPOSED SEED MIX #1 I -rrrrrrrrrrrr avvvvvvvvvvvv�PROPOSED NATIVE SEED MIX 41 I rvvvvvvvvvvvvV-1 " vaaasaaaaaaaasl r'.'.'.'.'.'.'.'.'.'.'.'. i PROPOSED NATIVE SEED MIX #2 I PROPOSED SHRUB / MULCH BED ------------ PROPERTY LINE FUTURE PHASES PLANTING APPROXIMATE ADDITIONAL QUANTITIES NOTES: 25 1. REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES. II Ornamental Trees S 2. REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL 173 REQUIREMENTS. N Z '� 3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE ---r-- CONTRACTOR PROCEEDS WITH SODDING AND SEEDING. I 4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR DESIGNATED AS A FUTURE BUILDING PAD, SHALL RECEIVE AT LEAST 4" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. 5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR U ' LU0 A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE Li j U' N ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO " ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. Ln J 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ' cn Qrn mN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RE -SEED ALL APPLICABLE AREAS, I AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. o0Ln 7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING, REFER TO 1° U � SPECIFICATION FOR PROCEDURE. LI Ell 8. ALL TREES TO BE BALLED AND BURLAPPED. El J Q CjI I 9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH, " " UNLESS OTHERWISE SPECIFIED. ��0 oz > I 10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE " - _ " MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGIN fYJ I BRANCHING NO LOWER THAN 6'. "'�QU Q— Q2Q <� I �\ L - " I LIJI LI I ~Q ALL\ •O I LEGEND _af U REFERENCE KEY TO SITE DETAILS 21� DETAIL LD NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) x E PROPOSED DECIDUOUS TREE I I PROPOSED CONIFEROUS TREE 00 LJ L hqk (y] I LIJ LI I � ®®Q PROPOSED SHRUBS *00 PROPOSED HERBACEOUS PLANTS " �•�•�•�•�•�•�•�•�-i APPROXIMATE SOD LIMITS ......----� ----------- PROPOSED SEED MIX #1 I -rrrrrrrrrrrr avvvvvvvvvvvv�PROPOSED NATIVE SEED MIX 41 I rvvvvvvvvvvvvV-1 " vaaasaaaaaaaasl r'.'.'.'.'.'.'.'.'.'.'.'. i PROPOSED NATIVE SEED MIX #2 I PROPOSED SHRUB / MULCH BED ------------ PROPERTY LINE FUTURE PHASES PLANTING APPROXIMATE ADDITIONAL QUANTITIES Deciduous Trees 25 Coniferous Trees 15 Ornamental Trees S Shrubs 173 N a(= E C7 O LU U L N LU N Z '� 0Z LU U ' LU0 oC Li j U' N pC < LU Ln J Ln ' cn Qrn mN o0Ln 1° U � m z r LI r, J Q ? w ��0 oz LU IL \J "'�QU Q— Q2Q �\ IL LUNw ~Q ALL\ •O _af U 00 LJ L o (14 L� O� o CL O LU U Il, \ o U O Li a I o zee w4h U? z' z 4$ �y Z o Z J �� ::D2, ti V U2, c m I 5 LL z r O V) LL I r LL I r LL Li I r 0 J Z J LU IL Q g Qw LU ��ZOL x O �� w= z w V) CL I. . 0 U LU () LU I � = V) � � LU LU Q Z� Iwo Q U� m U V) JOB NO: 17091.00 DATE: 04/10/2018 DRAWN BY: LSD DESIGNED BY: LSD SHEET: L 1 0 Al u (_11 DECIDUOUS TREE SET TREE WITH ROOT COLLAR AT FINISH GRADE - ADJUST TREE AS REQUIRED SO THAT ROOT COLLAR STANDS LEVEL TO OR SLIGHTLY ABOVE FINISHED GRADE SHREDDED HARDWOOD MULCH (4" MIN DEPTH) PLANTING SOIL (MIN. DIMENSION SHOWN) SOIL SAUCER: USED PREPARED SOIL (4" MIN.) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING. SET TREE AT FINISH GRADE SHREDDED HARDWOOD MULCH (4" MIN. DEPTH) PLANTING SOIL (MIN. DIMENSION SHOWN) SOIL SAUCER: USED PREPARED SOIL (4" MIN.) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING. CONIFEROUS TREE isl SHRUB 2.11 4" SHREDDED HARDWOOD MULCH EDGING (5 STAKES PER 20' LENGTH MINIMUM) AND WEED BARRIER ROOT BALL OR POT PLANTING SOIL (MIN. DIMENSION SHOWN) UNDISTURBED SOIL OR COMPACTED SUBGRADE PLANTER EDGE J� 40 ALL GROUND COVER AND ANNUALS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING AS INDICATED ON LANDSCAPE PLAN. 4" MULCH SECTION CULTIVATE TO A 12" DEPTH AND AMEND PER SPECIFICATIONS TO FORM PREPARED PLANTING MIX GROUNDCOVER AND PERENNIALS TOPSOIL EDGING FINISH GRADE FINISH GRADE • L7 o LuU N = MULCH BED y,L .............................. ............................. ^L W Z _III—III—III—III—III—III I I III—I I I_I I I—I COMPACTED SUBGRADE GEOTEXTILE WEED BARRIER - WRAP SIDES, TYPICAL SHRUB BED EDGING N Q = E • L7 o LuU N = W /n� / V N GJ ^L W Z 0Z • �T o LLJ = f U ' � Lu °1 oC 0 Ln a-1 Q rn w M � (!1 Q M N �~ c -I p o u") m zr w O w i Q r a w U Zoo oz ��0 LcL u `\ �J V' Lu < Q— J m a o_Lu 0 _� U > 00 Lu [L O 04 L CO Lu U C) LU w QO Oo�� w a Zw N � za" zye w4h U? z' z Q 44 J O'[ do y y woo Z 4wN O O$' � m I w Z I O R CL w U Lu Lu 0 I I 11 II I + I Q J Z J O cn 0e V) Lu cn Z J Lu z w XO cit Lu Lu 0 LU_ w Q Lu o Q U= m U JOB NO:17091.00 DATE: 04/10/2018 DRAWN BY: LJD DESIGNED BY: LSD SHEET: L2611 ).o o.o o.0 0.0 0.0 o.0 0.0 0. ).o 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.1 0.1 0.1 .1 0.0 0. 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ).o 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o. ).o 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.9 0.3 0.2 0.2 �9 0. 0.2 0.2 0.9 0.3 0.2 0.2 Q 0. 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.5 0 1 0 ).o 0.0 0.0 0 0.0 0.0 0. 0.0 0.1 0.1 0.2 0.2 0 0.7 1.1 1.8 3.4 6.2 10.6 1 1 8.8 4.7 2.8 1.6 1.1 .9 1.3 1.9 3.4 6.2 10.6 Ix 8.8 4.7 2.8 1.6 Cl .9 1.3 1.9 3.4 6.2 10.6 , , 8.8 4.7 2.8 1.6 1.1 9 1.3 1.9 3.4 6.2 10.6 , , 8.8 4.7 2.7 1.5 0.9 0. 0.3 0.2 0.1 0.1 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �M4� 'J �M 'J �M 'J �M 'J ).0 0.0 0.0 0.0 0.0 0.0 0. 0.1 0.1 0.2 0.2 0.4 0.6 :� 1.5 2.3 3.6 5.9 9.6 11.3H' fi. 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Standard Reflectance of 80/50/20 unless noted otherwise 2. Not a Construction Document, for Design purposes only 3. Standard indoor Calc points � 30" A.F.F. unless noted otherwise 4. Standard outdoor talc points � Grade unless noted otherwise 5. Mlazgar Associates assumes no responsibility for installed light levels due to field conditions, etc. Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts_1 Illuminance Fc 1.49 22.0 0.0 N.A. N.A. Luminaire Schedule Symbol Qt Label Description Arrangement Total Lam Lumens Lum. Lumens Lum. Watts LLF �]] 10 A ALM 260 T4 G3 5K SINGLE 26500 26030 200 0.900 �]] 11 A -W ALM 260 T4 G3 5K SINGLE 26500 26030 200 0.900 10 B ALM 260 T4 G3 5K BACK -BACK 26500 26030 200 0.900 �]] 2 C ALM 260 T3 G3 5K SINGLE 26200 25668 200 0.900 [� 1 D SLG-WFM49G15K SINGLE 4860.8 4861 45 1.000 vJ W M LO Q � U Z p� �o E pp 00 O Qz1 0= � 00 (>s I Y O Q M � � N��Z�n� Q W rn � C) N LU �Q 1 V Q N U V) �QczcoCzCz Z J C� Z r V J z U) Q � J W Z 2 0. 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