The URL can be used to link to this page

Home My WebLink About9.a. Js Quad Prelim Plat, Final Plat, and PUD for Culver's EXECUTIVE SUMMARY City Council Meeting Date: November 17, 2015 AGENDA ITEM: Cases 15-32 PUD, 15-33-PP, 15-34-FP & 15-36 PUD. Js Quad, LLC (Culver’s). Preliminary Plat, Final Plat, & Planned Unit Development approvals for a Culver’s Restaurant with Drive Through & Electronic Ground Sign AGENDA SECTION: New Business PREPARED BY: Jason Lindahl, A.I.C.P. Planner AGENDA NO. 9.a. ATTACHMENTS: Preliminary Plat Resolution, Final Plat Resolution, PUD Master Development Plan Resolution, Rezoning Ordinance, PUD Agreement, Draft 10-27-15 PC Excerpt Minutes, Site Location Map, Preliminary Plat, Final Plat, Elevations, Floor Plan, Title Sheet, Site Survey, Site Plan, Grading Plan, Utility Plan, Landscape Plan, Lighting Plan, SWPP – Existing, SWPP – Proposed, SW PP – Details, City Engineer’s Memo dated November 10, 2015, Ground Sign Concept APPROVED BY: ddj RECOMMENDED ACTION: Staff recommends the City Council make the following five motions: 1. Motion to adopt a resolution approving the Preliminary Plat for Rosemount Culvers. 2. Motion to adopt a resolution approving the Final Plat for Rosemount Culvers. 3. Motion to adopt a resolution approving the PUD Master Development Plan with Rezoning for Rosemount Culvers. 4. Motion to adopt an ordinance amending Ordinance B, the City of Rosemount Zoning Ordinance rezoning the Rosemount Culvers site from DT – Downtown Commercial to DT PUD – Downtown Commercial Planned Unit Development. 5. Motion to approve the Planned Unit Development Agreement for a Culvers Restaurant with a drive through facility and electronic ground sign and authorizing the Mayor and City Clerk to enter into this agreement. 2 SUMMARY Applicant: Js Quad, LLC (Culvers) Location: West side of South Robert Trail, South of Lower 147th Street West & North of Master Transmission Area in Acres: 1.5 Acres Comp. Guide Plan Desig: DT – Downtown Commercial Current Zoning: DT – Downtown Commercial The applicant, Js Quad, LLC, requests preliminary plat, final plat and planned unit development approvals to allow construction of a 4,310 square foot Culver’s restaurant with a drive through facility. According to the applicant, the Rosemount Culver’s would be owned and operated by the Laundenbach family. This would be their fifth store with the others located in Savage, Anoka, West St. Paul, and Eagan. They would operate this site similar to others they own, there would be an outdoor patio during warm weather and the anticipated hours of operation are 10am to 10pm. The preliminary and final plats are necessary to combine the four existing parcels into one developable lot. The PUD approvals are necessary to review and approve the proposed restaurant use with a drive through. Both the Planning Commission and staff recommend approval of these requests subject to conditions. PLANNING COMMISSION ACTION The Planning Commission held a public hearing to review this application on October 27, 2015. Staff reviewed the proposal and noted it meets or exceeds the development standards for the DT – Downtown district with the exception of minor items relating to landscaping, lighting, and pedestrian access. The other topic of discussion was the inclusion of a drive-through for the restaurant which is not allowed in the ordinance but is being approved through the PUD process. Staff had discussed this topic with the City Attorney. All minor ordinance inconsistencies are addressed through conditions of approval. Community Development Director Lindquist also provided a brief history of the City’s efforts to redevelop downtown. After hearing from staff, the Commission opened the public hearing. Jim Klatt of 14770 Cambrian Avenue stated he came to the meeting with a lot of questions but after hearing the plans for the site is now excited to welcome Culvers’ as a neighbor. Following the public hearing, Commissioners asked general questions about pedestrian access, screening for the residential uses to the north and west, setbacks, the amount of parking and the overall site design. Commissioners Miller and Henri also expressed concern that the drive through would not meet some of the City’s goals for Downtown as found in the Downtown Framework. Staff noted that many of the goals will be accomplished especially the desire to have businesses which will attract pedestrians into the Downtown, which will benefit other, established businesses. Staff noted conditions of approval require the applicant to create direct pedestrian connections from both the parking lot and the existing sidewalk along Highway 3 to the site’s internal sidewalk and add landscaping to screen the drive through from both Highway 3 and the CDA property to the north. The Planning Commission recommended approval of the project on a 4-2 vote with one absence. The two votes of denial were due to concerns over the drive- through in the Downtown District. Since the Planning Commission meeting, the applicant has revised their plans to address the recommended conditions of approval. These changes include installation and clarification of the pedestrian access unto and in the site, revision of the landscape plan to address screening to the north, additional screening for the drive-through, and modification of species in the west, and providing additional lighting information. BACKGROUND The Rosemount Port Authority purchased the subject property from Genz-Ryan in 2006. In 2014 the City sold the northern one-third of the property to the Dakota County Community Development Agency for a 60 unit affordable senior housing facility that is currently under construction. In the September of this 3 year, the Port Authority entered into a purchase agreement with the applicant for the remainder of the site contingent on receiving development approval from the City. ISSUE ANALYSIS Legal Authority. Subdivision and planned unit development requests are considered quasi-judicial actions. In such cases, the City is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance, and Subdivision Ordinance are being followed. Generally, if the application meets these requirements it must be approved. The applicable standards, along with staff findings related to each are provided below. Subdivision Request Standards for reviewing subdivision requests are outlined in Title 12 of the Rosemount City Code. This section of the Code details the two-step preliminary and final plat process for land subdivision. In this case, the applicant requests the City review the preliminary and final plats concurrently. Based on the findings below, staff recommends approval of the preliminary and final plats subject to the conditions outlined in the recommended action section above. Preliminary Plat. The subject property consists of 4 vacant parcels two of which formerly housed the Genz-Ryan plumbing, heating and air conditioning repair company while the remaining two are excess right-of-way for South Robert Trail (Minnesota State Highway 3) obtained by the City. The proposed subdivision combines the four parcels into one property that will contain the proposed 4,310 square foot Culver’s restaurant and drive through facility. The subdivision ordinance requires properties to be platted if resulting in lots less than 5 acres. Land Use and Zoning . The subject property is guided and zoned DT – Downtown Commercial. The DT – Downtown land use category lists the DT – Downtown zoning district as the preferred zoning category for this land use classification. Similarly, the DT – Downtown zoning district lists eating and drinking establishments without drive-through facilities as a permitted use. Staff supports this use with a drive- through facility by recommending rezoning of the property to DT-PUD. Planned Unit Development The purpose of a Planned Unit Development (PUD) is to allow flexibility from typical zoning performance standards to encourage higher quality development. This process involves an exchange in which the City eases certain performance standards in return for an enhanced development. Although under 10 acres, the property qualifies for consideration of a PUD as it is located in a transitional area between different land use categories (Downtown and Low Density Residential) and is on a minor arterial street (Section 11-10-6) The ordinance provides development standards for PUD’s and recognizes that the specifications and standards for streets, utilities, public facilities and subdivisions may be modified based upon the unique characteristics of the PUD. The city council may therefore approve streets, utilities, public facilities and land subdivisions that are not in compliance with usual specifications or ordinance requirements if it finds that strict adherence to such standards or requirements is not required to meet the intent of the PUD ordinance or to protect the health, safety or welfare of the surrounding area or the city as a whole. A drive-through while not expressly permitted in the Downtown District for restaurant uses may be found acceptable in certain instances if the project meets the intent of the PUD ordinance. In this case, staff finds the proposed restaurant and drive-through acceptable based on the unique circumstances of the building and site design, the use with drive-through meets the intent of the Comprehensive Plan, and protects the health, safety or welfare of the surrounding area and the city as a whole. 4 In this case, the applicant requests the proposed restaurant use include a drive-through facility in exchange for more efficient and effective utilization of the subject property, higher quality design, improved transition between the residential uses to the west and the downtown commercial activity to the east, and an overall development plan consistent with the Comprehensive Plan and the Development Framework for Downtown Rosemount. According to Section 11-10-6.C, the planning commission and city council shall base their recommendations and actions regarding the applicable PUD application on consideration of the items listed below. 1. Compatibility of the proposed plan with the PUD standards and the goals and policies of the comprehensive plan. Finding: The proposed use is consistent with the PUD standards and the goals and policies of the comprehensive plan. Generally, the comprehensive plan calls for promoting commercial renewal and rehabilitation in downtown. More specifically, the DT – Downtown land use designation is intended to provide for the variety of land uses that make a successful downtown. These uses include the civic functions of government, education, and gathering spaces, as well as the variety of uses that would allow residents to live, work, shop and recreate all within Downtown. The Development Framework specifically notes that Downtown “must be a gathering place, featuring services and retailing that will attract families for repeated visits”. The Framework recognized that the Downtown must “balance the needs of cars and people”. Culvers is primarily a restaurant with approximately 102 indoor seats, which also happens to have a drive-through option. While a drive- through at a food establishment is not specifically permitted in the Downtown, the hours of operation, the type of restaurant, the number of seats, make this use more like a fast casual dining than a fast food restaurant. This is more consistent with the type of uses desired in the Downtown. In this case, the restaurant use will both promote commercial redevelopment in the downtown while providing a unique restaurant option not currently available in downtown. 2. Effect of the proposed plan on the neighborhood in which it is to be located. Finding: The proposed development will have a positive effect on the surrounding neighborhood. The proposed use offers a unique combination of casual dining and efficient service not offered by other restaurant in downtown. In addition, the building’s enhanced architectural appearance and exterior materials surpass that of pre-existing buildings on the site, which had a nonconforming use. Staff has worked with the applicant to create a site plan that is complementary to adjoining residences and creates an effective transition between the residential houses to the west and the downtown commercial buildings to the north and east. The applicant attempted to meet with each of the property owners along the west property line to discuss the project and review the plan. The neighbors, as part of the formal planning review, have been contacted about the public hearing at the Planning Commission meeting. 3. Internal organization and adequacy of various uses or densities, circulation and parking facilities, public facilities, recreation areas, open spaces, screening and landscaping. Finding: The site’s organization and layout were designed to be sensitive to the subject property’s unique location on the edge of downtown surrounded by differing land uses. The building was placed as far to the east as possible to maximize open space between it and the residential uses to the west. This design has the added result of using the building to screen the drive-though from the abutting residential uses while siting the building as close as possible to South Robert Trail mirroring the development pattern to the north in downtown. Circulation in the site, and therefore parking and drive aisles is restricted due to the established shared access points on the site. The 5 depth of the site is limiting which makes it a harder redevelopment site than some of the other parcels in the Downtown. 4. Consistency with the standards of section 11-10-3 of this chapter pertaining to site and building plan review. Finding: The proposed development meets or exceeds the development standards for the DT – Downtown district with the exception of some minor items noted in the staff report relating to landscaping, lighting, and pedestrian access. All are addressed through conditions of approval to bring the proposal into compliance with the ordinance. These requirements and staff’s finding for each are detailed the site plan review section below. 5. Such other factors as the planning commission or city council deems relevant. Based on the finding detailed above, staff recommends approval of the planned unit development. The Planning Commission and City Council may attach conditions to their actions as they determine necessary or convenient to better accomplish the purposes of a planned unit development. Streets & Access. The proposed subdivision will have three accesses including two on South Robert Trail and one along Cambrian Avenue. All three currently exist and no change to their functionality is proposed as part of this development proposal. Both the northern access along South Robert Trail and the Cambrian Avenue access are full accesses and will be shared with the Dakota County senior housing project to the north. The southern access is also a full access and will be shared with the Master Transmission site to the south. Given these shared accesses, staff recommends a condition of approval require the applicant to submit copies of the cross access easements with both the Dakota County CDA and Master Transmission and file them with the plat. The location and functionality of these accesses were reviewed and approved by the Minnesota Department of Transportation (MN DOT) and the City during the review of the CDA senior housing project. During the public hearing and open house for the CDA project, a number of residents stated they were concerned about a potential increase in traffic along Cambrian Avenue. That concern should be mitigated now that MN DOT has approved a full access onto South Robert Trail that will allow a left turn north onto South Robert Trail. This reduces the need for travelers from either project to use the Cambrian access. Additionally, to help drivers understand that there is no shortcut to other parts of the City if they turn south on Cambrian Avenue, a “No Outlet” sign has be installed at the intersection of Cambrian Avenue and Camero Avenue. Parks and Open Space. The Parks and Recreation Department has reviewed the proposed plat and finds that park dedication was collected as part of the original Genz-Ryan development and no additional park dedication is necessary at this time. Pedestrian Circulation: The site meets the pedestrian circulation standards for the DT – Downtown zoning district. In 2010, the City completed the Pedestrian and Bicycle Master Plan with a goal of building on existing infrastructure to create a community where choosing to walk or bike is a safe, convenient, and enjoyable recreation and transportation option of all users. The ordinance requires five (5) foot sidewalks along public rights-of-way and six (6) foot sidewalks connecting buildings to parking lots and the City’s sidewalk network. In this case, there are six (6) foot sidewalks along half of the east side and all of the north and west sides of the building that connects to the existing eight (8) foot wide concrete sidewalk along South Robert Trail. 6 Engineering Comments. The Engineering department has reviewed the preliminary and final plats as well as the site plan for Culver’s. Engineering comments are detailed in the attached memo dated November 10, 2015. Final Plat. The final plat appears consistent with the preliminary plat and staff recommends approval. The proposed subdivision combines the four parcels into one property that will contain the proposed 4,310 square foot Culver’s restaurant and drive through facility. The final plat shall comply with all terms and conditions of approval for the preliminary plat. Site Plan Review As noted above, the planned unit development application requires a corresponding site plan review. The purpose of a site plan review is to evaluate each project as it relates to the performance and site design standards of the zoning ordinance. The applicable site plan review standards and staff’s findings for each are detailed below. Land Use and Zoning . The subject property is guided and zoned DT – Downtown Commercial. The DT – Downtown land use category lists the DT – Downtown zoning district as the preferred zoning category for this land use classification. Similarly, the DT – Downtown zoning district lists eating and drinking establishments without drive through facilities as a permitted use. Staff supports this use with a drive- through facility by means of the planned unit development approval. Lot and Building Standards. The proposed site design is consistent with the lot and building performance standards for the DT – Downtown district. These standards are detailed in the table below. While the downtown does not include minimum lot size or setback requirements, staff believes the applicant has positioned the building taking into the consideration the limited lot depth while minimizing its impact on abutting properties and creating an effective transition between the residential uses to the west and the downtown activities to the north and east. Lot and Building Performance Standards for the DT - Downtown District Standard Required Proposed Front Setback (East) None 23 ft. Side Setback (North) None 149 ft. Side Setback (South) None 209.5 ft. Rear Setback (West) None 78 ft. Minimum Lot Size None 1.5 acres Minimum Lot Width None 453 Minimum Lot Depth None 148 Maximum Lot Coverage 90% maximum 67.8% Residential Buffer Yard 10’ 10’ Building Height 45’ 23’ Buffer Area. The table above notes the required 10 foot buffer yard along residential districts. This buffer shall contain no structures(except fencing), shall not be used for parking, off street loading or storage, and shall be landscaped with sod or seeded grass and planting of trees and shrubbery. A screen wall or fence not less than fifty percent (50%) opaque, nor less than three feet (3') in height shall be erected to provide sufficient screening of the commercial parking. With the exception of one property, there is a continuous 6 foot high wood privacy fence that extends along the entire western property line. The applicant plans to fill the gap in the fence with a matching fence and install groupings of either 7 Eastern Red Cedar or Crabapple trees and Alpine current shrubs. This combination of fencing and landscaping will provide screening for the properties to the west and area for snow storage. Buffering and screening are also necessary for the drive-through. Dakota County CDA staff is concerned with headlights from cars in the drive through lane shining north, toward the senior housing building. The applicant has revised the landscape plan to include Eastern Red Cedar and River Birch trees between Culvers’ and the CDA building and extended the Alpine Current shrubs along the entire length of the drive through. Exterior Building Materials. The proposed building exceeds the exterior building material standards for the DT – Downtown district. The zoning standards require facades facing a public right-of-way to have the highest level of exterior building materials but the applicant proposes the same materials on all four side of the building. As proposed, the building will be predominately brick with a stone base and accent columns. The building material requirements and those planned for the proposed building are compared in the table below. DT - Downtown District Exterior Building Materials Standards Elevation Required* Proposed Status Brick or Stone EFIS/Stucco Brick or Stone EFIS/Stucco Front (East) 75% 10% 88.5% 7.5% Exceeds Side (North) 60% 10% 87.8% 7.7% Exceeds Side (South) 60% 10% 87.3% 7.5% Exceeds Back (West) 60% 10% 80.8% 7.3% Exceeds Notes: Proposed materials also include minor amounts of metal or wood used as accents. Architectural Appearance & Building Massing . As designed, the proposed building meets or exceeds the architectural appearance and building massing requirements of the DT – Downtown district. The zoning standards require facades facing a public right-of-way to have the highest level of architectural detail, material variation, facade articulation, and roofline enhancements and include at least four of the required architectural components. The proposed building will have the same architectural detail on all four sides of the building and include cornices, subfacades, window awnings, stone base and columns and heightened parapet walls. Together, these features reduce the mass of the building, increase its architectural interest, and enhance the site’s overall visual appeal. These traits will help the site serve as a transition between the downtown uses to the north and east and the residential and more contemporary commercial uses to the south and west. Off-Street Parking . The site meets or exceeds the off-street parking requirements for the DT – Downtown district. Section 11-6-1.K exempts uses in the downtown from the off-street parking requirements except sites that choose to provide off-street parking shall comply with the parking lot design standards. In other commercial zoning districts, restaurants would be required to provide 1 stall per 3 seats. The proposed floor plan illustrates 102 indoor and approximately 20 outdoor seats. Based on these numbers, restaurants in other commercial zoning districts would be required to provide 41 off-street parking stalls. The applicant’s plan shows 83 stalls or more the twice the required number of stalls. Typically, staff relies on the desires of the applicant should they feel more parking is required for their business. In this instance the lack of viable alternative parking options means that the site should try to provide all needed parking, even during peak use. Because there are no convenient on-street parking options, staff does not want to overflow parking to move to the adjoining commercial uses or the adjoining residential neighborhoods. For these reasons, staff is supportive of the high parking stall count provided. 8 As mentioned above, the site meets or exceeds the parking standards with the exception of parking stall length. The site plan shows the length of the off-street parking stalls as two feet (2’) short of the 19’ minimum required length. However, the parking lot design standards allow the minimum parking stall length may be decreased by up to two feet (2') for spaces which allow the bumper of the auto to project beyond the terminus of the parking space without obstructing other parking spaces or vehicle circulation. While the Downtown district does not require off-street parking, it does provide a list of design standards for sites that choose to provide off-street parking. The applicant has revised their plans to meet these standards. Section 11-4-11.G.7 requires perimeter screening and green space within the parking area to reduce the impact of large expanses of paved surfaces, provide a more pedestrian friendly environment, and allow adequate room for snow storage. This section requires a minimum of 10 percent of the parking lots to be landscaped and include one tree for every 250 square feet of required landscape area. The ordinance also requires a minimum fifty percent (50%) opacity landscape screen to a height of at least four feet (4'). The applicant’s landscape plan meets this standard by providing a row of Alpine Current shrubs between the parking lot and South Robert Trail. The remainder of the parking area will be screen by the principal building. Landscaping . The applicant’s landscape plan meet the City’s minimum landscape requirements outlined in Section 11-6-3. A detailed comparison of the required and proposed landscaping for this site is provided in the table below. All sites in commercial zoning district are required to provide a minimum of 1 tree per 3,000 square feet of land area and foundation plantings equal to 1 per 10 linear feet of building perimeter. The applicant’s landscape plan shows 23 trees or 1 more than required and 49 foundation plantings or 28 more than required. The applicant is required to submit a landscaping security in the form of a letter of credit equal to 110% of the value of the proposed landscaping. Landscaping Requirement Comparison Type Size Standard Required Proposed Status Trees 68,410 1 tree /3,000 sq. tt. 23 24 +1 Foundation Plantings 273 1 planting/10 linear feet of building 28 49 Exceeds Parking Area Landscape 27,702 10% landscaping 2,770 2,846 Exceeds Parking Area Trees 2,770 1 tree/250 sq. ft. 12 12 Conforming Signage. The applicant’s plans illustrate a freestanding electronic message center ground sign in the northeast corner of the site adjacent to South Robert Trail and wall signs on all four sides of the proposed building. Staff is generally supportive an electronic message center sign similar to the attached concept proposal as part of the PUD. The proposed wall signs appear consistent with the City’s sign regulations. Specific sign regulations for the DT – Downtown district are detailed in Section 11-8-6.C.1 and summarized below. Final sign plans for the site must be approved through a separate administrative permit. Each downtown site is allowed one ground sign up to forty (40) square feet in size and ten feet (10') in height. Wall signs shall not exceed fifteen percent (15%) of the total area of the wall on which the signs are affixed. Wall signage may be affixed to windows but shall not exceed thirty percent (30%) of the window on which it is placed and is counted toward the overall fifteen percent (15%) maximum wall signage. Signage placed on a wall facing a parking area and abutting a residential use shall not exceed ten 9 percent (10%) of the total area of the wall on which it is placed and shall not be illuminated past nine o'clock (9:00) P.M. nor before six o'clock (6:00) A.M. Exterior Lighting . As proposed, the applicant’s plans conform with the City’s exterior lighting standards for properties in the DT - Downtown district. These standards are detailed in Section 11-4-11.G.6 and limit light fixtures to twenty (20) feet in height and light levels to 0.5 lumens at any residential property line or 1.0 lumen at any nonresidential property line. In addition, all nonessential lighting shall be turned off after business hours, leaving only the necessary lighting for site security. Trash Enclosure . The applicant’s plans are consistent with the City requirements for trash enclosures detailed in Section 5-1-3. The applicant’s plans illustrate a trash enclosure connected to the southwest corner of the building with materials that match the principal building and wood gates. CONCLUSION & RECOMMENDATION Both the Planning Commission and staff recommend approval of the preliminary plat, final plat and planned unit development allowing construction of a 4,310 square foot Culver’s restaurant with a drive through facility subject to the conditions. CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2015 - A RESOLUTION APPROVING THE PRELIMINARY PLAT FOR ROSEMOUNT CULVERS WHEREAS, the City of Rosemount received a request for Preliminary Plat approval from Js Quad, LLC concerning property legally described in Attachment 1; and WHEREAS, on October 27, 2015, the Planning Commission of the City of Rosemount held a public hearing and reviewed the Preliminary Plat for Rosemount Culvers; and WHEREAS, on October 27, 2015, the Planning Commission recommended approval of the Preliminary Plat for Rosemount Culvers, subject to conditions; and WHEREAS, on November 17, 2015, the City Council of the City of Rosemount reviewed and agreed with the Planning Commission’s recommendation. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the Preliminary Plat for Rosemount Culvers, subject to the following conditions: 1. The applicant to submit copies of the cross access easements with both the Dakota County CDA and Master Transmission. 2. Conformance with all requirements of the City Engineer memo dated November 10, 2015. ADOPTED this 17th day of November, 2015, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: ___________________________________ Clarissa Hadler, City Clerk 2 ATTACHMENT ONE LOTS 1 AND 2, BLOCK 1; EVENSON FIRST ADDITION, DAKOTA COUNTY, MINNESOTA. AND PT OF S 290 FT OF N 580 FT OF E 150 FT OF ALL THAT PT OF LOT 14 AUDITORS SUB NO 27 LYING S OF MAPLE ST & E'LY OF LINE DRAWN PAR WITH & 75 FT W OF LINE BEG ON S LINE OF SECTION 29 TWN 115 RANGE 19 367 FT W OF S 1/4 COR THENCE NE'LY AT ANGLE OF 65D28M WITH S LINE 757.3 FT DEF LEFT ON 06D30M CUR 354.6 FT THENCE TANG TO SAID CURVE FOR 800 FT & THERE TERM, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. AND PT OF LOT 14 LYING S OF E'LY EXT OF N LINE LOT 1 BLK 1 EVENSON 1ST ADD LYING N OF E'LY EXT OF S LINE LOT 2 BLK 1 EVENSON 1ST ADD & LYING W OF LINE PAR WITH & 50 FT W OF LINE COM S 1/4 COR SEC 29-115-19 W ON S LINE 363.02 FT TO BEG OF LN N ON AZ 23D39M13S 756.07 FT DEF LEFT ON TANG CURV RAD 881.48 FT C/A 23D02M32S 354.74 FT THENCE ON TANG TO CURV 700 FT & THERE TERM EX PT IN 34-03800-220-14, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2015 - A RESOLUTION APPROVING THE FINAL PLAT FOR ROSEMOUNT CULVERS WHEREAS, the City of Rosemount received a request for Final Plat approval from Js Quad, LLC concerning property legally described in Attachment 1; and WHEREAS, on October 27, 2015, the Planning Commission of the City of Rosemount reviewed the Final Plat for Rosemount Culvers and found it consistent with the Preliminary Plat; and WHEREAS, on October 27, 2015, the Planning Commission recommended approval of the Final Plat for Rosemount Culvers, subject to conditions; and WHEREAS, on November 17, 2015, the City Council of the City of Rosemount reviewed and agreed with the Planning Commission’s recommendation. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the Final Plat for Rosemount Culvers, subject to the following conditions: 1. City Council approval of the Preliminary Plat for Rosemount Culvers. 2. Conformance with all the requirements of the Rosemount Culvers Preliminary Plat. ADOPTED this 17th day of November, 2015, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: ___________________________________ Clarissa Hadler, City Clerk 2 ATTACHMENT ONE LOTS 1 AND 2, BLOCK 1; EVENSON FIRST ADDITION, DAKOTA COUNTY, MINNESOTA. AND PT OF S 290 FT OF N 580 FT OF E 150 FT OF ALL THAT PT OF LOT 14 AUDITORS SUB NO 27 LYING S OF MAPLE ST & E'LY OF LINE DRAWN PAR WITH & 75 FT W OF LINE BEG ON S LINE OF SECTION 29 TWN 115 RANGE 19 367 FT W OF S 1/4 COR THENCE NE'LY AT ANGLE OF 65D28M WITH S LINE 757.3 FT DEF LEFT ON 06D30M CUR 354.6 FT THENCE TANG TO SAID CURVE FOR 800 FT & THERE TERM, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. AND PT OF LOT 14 LYING S OF E'LY EXT OF N LINE LOT 1 BLK 1 EVENSON 1ST ADD LYING N OF E'LY EXT OF S LINE LOT 2 BLK 1 EVENSON 1ST ADD & LYING W OF LINE PAR WITH & 50 FT W OF LINE COM S 1/4 COR SEC 29-115-19 W ON S LINE 363.02 FT TO BEG OF LN N ON AZ 23D39M13S 756.07 FT DEF LEFT ON TANG CURV RAD 881.48 FT C/A 23D02M32S 354.74 FT THENCE ON TANG TO CURV 700 FT & THERE TERM EX PT IN 34-03800-220-14, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2015 - A RESOLUTION APPROVING THE PLANNED UNIT DEVELOPMENT (PUD) MASTER DEVELOPMENT PLAN WITH REZONING FOR ROSEMOUNT CULVERS WHEREAS, the Community Development Department of the City of Rosemount received an application from Js Quad, LLC requesting a Planned Unit Development (PUD) Master Development Plan with Rezoning concerning property legally described in Attachment 1: WHEREAS, on October 27, 2015, the Planning Commission of the City of Rosemount held a public hearing and reviewed the PUD Master Development Plan; and WHEREAS, on October 27, 2015, the Planning Commission recommended approval of the PUD Master Development Plan, subject to conditions; and WHEREAS, on November 17, 2015, the City Council of the City of Rosemount reviewed the Planning Commission’s recommendations. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the Planned Unit Development (PUD) Master Development Plan with Rezoning for Rosemount Culvers, subject to: 1. City Council approval of the preliminary and final plats. 2. Submission of a landscape security equal to 110% of the proposed landscaping in a form acceptable to the City Attorney. 3. Signs shall be approved through a separate permit. 4. Approval of the site plan by the Minnesota Department of Transportation. ADOPTED this 17th day of November, 2015, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: ___________________________________ Clarissa Hadler, City Clerk 2 ATTACHMENT ONE LOTS 1 AND 2, BLOCK 1; EVENSON FIRST ADDITION, DAKOTA COUNTY, MINNESOTA. AND PT OF S 290 FT OF N 580 FT OF E 150 FT OF ALL THAT PT OF LOT 14 AUDITORS SUB NO 27 LYING S OF MAPLE ST & E'LY OF LINE DRAWN PAR WITH & 75 FT W OF LINE BEG ON S LINE OF SECTION 29 TWN 115 RANGE 19 367 FT W OF S 1/4 COR THENCE NE'LY AT ANGLE OF 65D28M WITH S LINE 757.3 FT DEF LEFT ON 06D30M CUR 354.6 FT THENCE TANG TO SAID CURVE FOR 800 FT & THERE TERM, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. AND PT OF LOT 14 LYING S OF E'LY EXT OF N LINE LOT 1 BLK 1 EVENSON 1ST ADD LYING N OF E'LY EXT OF S LINE LOT 2 BLK 1 EVENSON 1ST ADD & LYING W OF LINE PAR WITH & 50 FT W OF LINE COM S 1/4 COR SEC 29-115-19 W ON S LINE 363.02 FT TO BEG OF LN N ON AZ 23D39M13S 756.07 FT DEF LEFT ON TANG CURV RAD 881.48 FT C/A 23D02M32S 354.74 FT THENCE ON TANG TO CURV 700 FT & THERE TERM EX PT IN 34-03800-220-14, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. City of Rosemount Ordinance No. B- 250 AN ORDINANCE AMENDING ORDINANCE B, THE CITY OF ROSEMOUNT ZONING ORDINANCE REZONING THE ROSEMOUNT CULVERS SITE FROM DT – DOWNTOWN COMMERCIAL TO DT PUD – DOWNTOWN COMMERCIAL PLANNED UNIT DEVELOPMENT. THE CITY COUNCIL OF THE CITY OF ROSEMOUNT, MINNESOTA, ORDAINS AS FOLLOWS: Section 1. Ordinance B, adopted September 19, 1989, entitled “City of Rosemount Zoning Ordinance,” is hereby amended to rezone property from DT - Downtown to DT PUD – Downtown Commercial Planned Unit Development that is located west of South Robert Trail, south of Lower 147th Street West & north of Master Transmission, legally described as follows: LOTS 1 AND 2, BLOCK 1; EVENSON FIRST ADDITION, DAKOTA COUNTY, MINNESOTA. AND PT OF S 290 FT OF N 580 FT OF E 150 FT OF ALL THAT PT OF LOT 14 AUDITORS SUB NO 27 LYING S OF MAPLE ST & E'LY OF LINE DRAWN PAR WITH & 75 FT W OF LINE BEG ON S LINE OF SECTION 29 TWN 115 RANGE 19 367 FT W OF S 1/4 COR THENCE NE'LY AT ANGLE OF 65D28M WITH S LINE 757.3 FT DEF LEFT ON 06D30M CUR 354.6 FT THENCE TANG TO SAID CURVE FOR 800 FT & THERE TERM, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. AND PT OF LOT 14 LYING S OF E'LY EXT OF N LINE LOT 1 BLK 1 EVENSON 1ST ADD LYING N OF E'LY EXT OF S LINE LOT 2 BLK 1 EVENSON 1ST ADD & LYING W OF LINE PAR WITH & 50 FT W OF LINE COM S 1/4 COR SEC 29-115-19 W ON S LINE 363.02 FT TO BEG OF LN N ON AZ 23D39M13S 756.07 FT DEF LEFT ON TANG CURV RAD 881.48 FT C/A 23D02M32S 354.74 FT THENCE ON TANG TO CURV 700 FT & THERE TERM EX PT IN 34-03800-220-14, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. Section 2. The Zoning Map of the City of Rosemount, referred to and described in said Ordinance No. B as that certain map entitled “Zoning Map of the City of Rosemount,” shall not be republished to show the aforesaid rezoning, but the Clerk shall appropriately mark the said zoning map on file in the Clerk’s office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance and all of the notation references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication according to law. ENACTED AND ORDAINED into an Ordinance this 17th day of November, 2015. CITY OF ROSEMOUNT William H. Droste, Mayor ATTEST: Clarissa Hadler City Clerk Published in the Rosemount Town Pages this ____ day of November, 2015. 1 PLANNED UNIT DEVELOPMENT AGREEMENT FOR A CULVERS RESTAURANT WITH A DRIVE THROUGH FACILITY AND ELECTRONIC GROUND SIGN DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made this 17TH day of November 2015, by Js Quad, LLC, (hereinafter referred to as the “Declarant”); WHEREAS, Declarant is the owner of the real property described on Attachment One, attached hereto and hereby made a part hereof (hereinafter referred to as the “Subject Property”); and WHEREAS, the Subject Property is subject to certain zoning and land use restrictions imposed by the City of Rosemount, Minnesota ("City") in connection with the approval of an application for a planned unit development for a restaurant with a drive though facility and electronic ground sign on the Subject Property; and WHEREAS, the City has approved such development on the basis of the determination by the City Council of the City that such development is acceptable only by reason of the details of the development proposed and the unique land use characteristics of the proposed use of the Subject 2 Property; and that but for the details of the development proposed and the unique land use characteristics of such proposed use, the planned unit development would not have been approved; and WHEREAS, as a condition of approval of the planned unit development, the City has required the execution and filing of this Declaration of Covenants, Conditions and Restrictions (hereinafter the “Declaration”); and WHEREAS, to secure the benefits and advantages of approval of such planned unit development, Declarant desires to subject the Subject Property to the terms hereof. NOW, THEREFORE, the Declarant declares that the Subject Property is, and shall be, held, transferred, sold, conveyed and occupied subject to the covenants, conditions, and restrictions, hereinafter set forth. 1. The use and development of the Subject Property shall conform to the following documents, plans and drawings: a. City Resolution No. 2015 – XX Approving the Preliminary Plat, Attachment 2 b. City Resolution No. 2015-XX Approving the Final Plat, Attachment 3 c. Preliminary Plat, Attachment 4 c. Final Plat, Attachment 5 d. Title Sheet, Attachment 6 e. Site Plan, Attachment 7 f. Grading Plan, Attachment 8 g. Utility Plan, Attachment 9 h. Landscape Plan, Attachment 10 i. Lighting Plan, Attachment 11 all of which attachments are copies of original documents on file with the City and are made a part hereof. 3 2. The Subject Property may only be developed and used in accordance with Paragraphs 1 of these Declarations unless the owner first secures approval by the City Council of an amendment to the planned unit development plan or a rezoning to a zoning classification that permits such other development and use. 4. In connection with the approval of developers of the Subject Property, the following variances from City Zoning or Subdivision Code provisions were approved: a.Inclusion of a drive though facility. b. Inclusion of an electronic ground sign In all other respects the use and development of the Subject Property shall conform to the requirements of the City Code of Ordinances. 5. The obligations and restrictions of this Declaration run with the land of the Subject Property and shall be enforceable against the Declarant, its successors and assigns, by the City of Rosemount acting through its City Council. This Declaration may be amended from time to time by a written amendment executed by the City and the owner or owners of the lot or lots to be affected by said amendment. IN WITNESS WHEREOF, the undersigned as duly authorized agents, officers or representatives of Declarant have hereunto set their hands and seals as of the day and year first above written. DECLARANT Js Quad, LLC By Its 4 (SEAL) STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ___ day of ___________, 2015, by ________________________, the ________________________________, for and on behalf of ______________________________, a ___________________________________ by and on behalf of said ______________. Notary Public THIS INSTRUMENT WAS DRAFTED BY: CITY OF ROSEMOUNT 2875 145TH STREET WEST ROSEMOUNT, MN 55068 651-423-4411 5 ATTACHMENT ONE LOTS 1 AND 2, BLOCK 1; EVENSON FIRST ADDITION, DAKOTA COUNTY, MINNESOTA. AND PT OF S 290 FT OF N 580 FT OF E 150 FT OF ALL THAT PT OF LOT 14 AUDITORS SUB NO 27 LYING S OF MAPLE ST & E'LY OF LINE DRAWN PAR WITH & 75 FT W OF LINE BEG ON S LINE OF SECTION 29 TWN 115 RANGE 19 367 FT W OF S 1/4 COR THENCE NE'LY AT ANGLE OF 65D28M WITH S LINE 757.3 FT DEF LEFT ON 06D30M CUR 354.6 FT THENCE TANG TO SAID CURVE FOR 800 FT & THERE TERM, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. AND PT OF LOT 14 LYING S OF E'LY EXT OF N LINE LOT 1 BLK 1 EVENSON 1ST ADD LYING N OF E'LY EXT OF S LINE LOT 2 BLK 1 EVENSON 1ST ADD & LYING W OF LINE PAR WITH & 50 FT W OF LINE COM S 1/4 COR SEC 29-115-19 W ON S LINE 363.02 FT TO BEG OF LN N ON AZ 23D39M13S 756.07 FT DEF LEFT ON TANG CURV RAD 881.48 FT C/A 23D02M32S 354.74 FT THENCE ON TANG TO CURV 700 FT & THERE TERM EX PT IN 34-03800-220-14, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2015 - A RESOLUTION APPROVING THE PRELIMINARY PLAT FOR ROSEMOUNT CULVERS WHEREAS, the City of Rosemount received a request for Preliminary Plat approval from Js Quad, LLC concerning property legally described in Attachment 1; and WHEREAS, on October 27, 2015, the Planning Commission of the City of Rosemount held a public hearing and reviewed the Preliminary Plat for Rosemount Culvers; and WHEREAS, on October 27, 2015, the Planning Commission recommended approval of the Preliminary Plat for Rosemount Culvers, subject to conditions; and WHEREAS, on November 17, 2015, the City Council of the City of Rosemount reviewed and agreed with the Planning Commission’s recommendation. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the Preliminary Plat for Rosemount Culvers, subject to the following conditions: 1.The applicant to submit copies of the cross access easements with both the Dakota County CDA and Master Transmission. 2.Conformance with all requirements of the City Engineer memo dated November 10, 2015. ADOPTED this 17th day of November, 2015, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: ___________________________________ Clarissa Hadler, City Clerk 2 ATTACHMENT ONE LOTS 1 AND 2, BLOCK 1; EVENSON FIRST ADDITION, DAKOTA COUNTY, MINNESOTA. AND PT OF S 290 FT OF N 580 FT OF E 150 FT OF ALL THAT PT OF LOT 14 AUDITORS SUB NO 27 LYING S OF MAPLE ST & E'LY OF LINE DRAWN PAR WITH & 75 FT W OF LINE BEG ON S LINE OF SECTION 29 TWN 115 RANGE 19 367 FT W OF S 1/4 COR THENCE NE'LY AT ANGLE OF 65D28M WITH S LINE 757.3 FT DEF LEFT ON 06D30M CUR 354.6 FT THENCE TANG TO SAID CURVE FOR 800 FT & THERE TERM, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. AND PT OF LOT 14 LYING S OF E'LY EXT OF N LINE LOT 1 BLK 1 EVENSON 1ST ADD LYING N OF E'LY EXT OF S LINE LOT 2 BLK 1 EVENSON 1ST ADD & LYING W OF LINE PAR WITH & 50 FT W OF LINE COM S 1/4 COR SEC 29-115-19 W ON S LINE 363.02 FT TO BEG OF LN N ON AZ 23D39M13S 756.07 FT DEF LEFT ON TANG CURV RAD 881.48 FT C/A 23D02M32S 354.74 FT THENCE ON TANG TO CURV 700 FT & THERE TERM EX PT IN 34-03800-220-14, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2015 - A RESOLUTION APPROVING THE FINAL PLAT FOR ROSEMOUNT CULVERS WHEREAS, the City of Rosemount received a request for Final Plat approval from Js Quad, LLC concerning property legally described in Attachment 1; and WHEREAS, on October 27, 2015, the Planning Commission of the City of Rosemount reviewed the Final Plat for Rosemount Culvers and found it consistent with the Preliminary Plat; and WHEREAS, on October 27, 2015, the Planning Commission recommended approval of the Final Plat for Rosemount Culvers, subject to conditions; and WHEREAS, on November 17, 2015, the City Council of the City of Rosemount reviewed and agreed with the Planning Commission’s recommendation. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the Final Plat for Rosemount Culvers, subject to the following conditions: 1. City Council approval of the Preliminary Plat for Rosemount Culvers. 2. Conformance with all the requirements of the Rosemount Culvers Preliminary Plat. ADOPTED this 17th day of November, 2015, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: ___________________________________ Clarissa Hadler, City Clerk 2 ATTACHMENT ONE LOTS 1 AND 2, BLOCK 1; EVENSON FIRST ADDITION, DAKOTA COUNTY, MINNESOTA. AND PT OF S 290 FT OF N 580 FT OF E 150 FT OF ALL THAT PT OF LOT 14 AUDITORS SUB NO 27 LYING S OF MAPLE ST & E'LY OF LINE DRAWN PAR WITH & 75 FT W OF LINE BEG ON S LINE OF SECTION 29 TWN 115 RANGE 19 367 FT W OF S 1/4 COR THENCE NE'LY AT ANGLE OF 65D28M WITH S LINE 757.3 FT DEF LEFT ON 06D30M CUR 354.6 FT THENCE TANG TO SAID CURVE FOR 800 FT & THERE TERM, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. AND PT OF LOT 14 LYING S OF E'LY EXT OF N LINE LOT 1 BLK 1 EVENSON 1ST ADD LYING N OF E'LY EXT OF S LINE LOT 2 BLK 1 EVENSON 1ST ADD & LYING W OF LINE PAR WITH & 50 FT W OF LINE COM S 1/4 COR SEC 29-115-19 W ON S LINE 363.02 FT TO BEG OF LN N ON AZ 23D39M13S 756.07 FT DEF LEFT ON TANG CURV RAD 881.48 FT C/A 23D02M32S 354.74 FT THENCE ON TANG TO CURV 700 FT & THERE TERM EX PT IN 34-03800-220-14, AUDITORS SUBDIVISION NO 27, DAKOTA COUNTY, MINNESOTA. S I T E P L A N L E G E N D : C O N C R E T E P A V E M E N T A S S P E C I F I E D ( P A D O R W A L K ) P R O P E R T Y L I N E C U R B A N D G U T T E R - S E E N O T E S ( T . O . ) T I P O U T G U T T E R W H E R E A P P L I C A B L E - S E E P L A N T . O . T R A F F I C D I R E C T I O N A L A R R O W S S I G N A N D P O S T A S S E M B L Y . S H O P D R A W I N G S R E Q U I R E D . H C = A C C E S S I B L E S I G N N P = N O P A R K I N G F I R E L A N E S T = S T O P C P = C O M P A C T C A R P A R K I N G O N L Y I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L . . . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 0 / 2 3 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 2 . 1 P R E L I M I N A R Y P L A T . . . . . . . . . . . . I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 0 . 0 T I T L E S H E E T . . . . . . . . . . . . CULV E R S R O S E M O U N T RO S E M O U N T , M I N N E S O T A S H E E T I N D E X S H E E T N U M B E R S H E E T T I T L E C 0 . 0 T I T L E S H E E T S I T E L O C A T I O N SITE LOCATI O N M A P N S I T E S U R V E Y C 0 . 1 U T I L I T Y P L A N C 4 . 0 ISSU E D F O R : C I T Y S U B M I T T A L MASTER LEGEND:EX. 1' CONTOUR ELEVATI O N I N T E R V A L 932T.O.CURB AND GUTTER (T.O = T I P O U T ) 939SPOT GRADE ELEVATION ( G U T T E R / F L O W L I N E UNLESS OTHERWISE NO T E D ) PROPOSED 1' CONTOUR E L E V A T I O N I N T E R V A L 932.0932.0BC / 932.0TCSPOT GRADE ELEVATION B A C K O F C U R B ( T O P O F CURB)SPOT GRADE ELEVATION T O P O F W A L L SOIL BORING LOCATION SPOT GRADE ELEVATION B O T T O M O F W A L L EMERGENCY OVERFLOW 932.0TW932.0BW P R O P O S E D M A N H O L E S T O R M P R O P O S E D G A T E V A L V E P R O P O S E D S A N I T A R Y S E W E R P R O P O S E D S T O R M S E W E R P R O P O S E D W A T E R M A I N P R O P O S E D F I R E H Y D R A N T E X I S T I N G L I G H T E X I S T I N G G A S M E T E R E X I S T I N G M A N H O L E E X I S T I N G C A T C H B A S I N E X I S T I N G G A T E V A L V E E X I S T I N G H Y D R A N T E X I S T I N G G A S V A L V E E X I S T I N G E L E C T R I C B O X E X I S T I N G U N D E R G R O U N D C A B L E E X I S T I N G U N D E R G R O U N D E L E C T R I C E X I S T I N G S T O P B O X E X I S T I N G G A S M A I N E X I S T I N G W A T E R M A I N E X I S T I N G S T O R M S E W E R E X I S T I N G S A N I T A R Y S E W E R P R O P O S E D M A N H O L E S A N I T A R Y s P R O P O S E D C A T C H B A S I N O R C A T C H B A S I N M A N H O L E S T O R M D Y H P R O P O S E D S I G N SILT FENCE / GRADING LI M I T 932.0XEXISTING SPOT GRADE E L E V A T I O N INLET PROTECTIONSTABILIZED CONSTRUCTI O N E N T R A N C E DRAINAGE ARROW DEVELOPER / PROPERTY OWNER:CULVERS ROSEMOUNT14755 & 14785 ROBERT TRAIL SOUTHROSEMOUNT, MN 55068ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER: G R A D I N G P L A N C 3 . 0 L 1 . 0 L A N D S C A P E P L A N C 2 . 0 S I T E P L A N P R O P O S E D L I G H T ACRE LAND SURVEYING, INC.9140 BALTIMORE STREET NE, SUITE 100BLAINE, MN 55449763-458-2997 G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L NORTHERN TECHNOLOGIES, INC.1408 NORTHLAND DRIVE, SUITE 107MENDOTA HEIGHTS, MN 55120763-433-9175 L 1 . 1 L A N D S C A P E N O T E S L 1 . 2 L I G H T I N G P L A N S W 1 . 0 S W P P P - E X I S T I N G S W 1 . 1 S W 1 . 2 S W 1 . 3 S W 1 . 4 S W 1 . 5 S W P P P - P R O P O S E D S W P P P - D E T A I L S S W P P P - N O T E S S W P P P - A T T A H C M E N T S S W P P P - A T T A C H M E N T S C 2 . 1 P R E L I M I N A R Y P L A T 9'-6" CLEARANCE BAR 17.0'24.0'38.0'24.0'17.0'13.8'18.7'24.0'12.3'5 @ 8.5' = 42.5'12.9'24.0'17.0' 5 . 0 ' 1 1 . 0 ' 1 3 @ 8 . 5 ' = 1 2 7 . 5 ' 7 @ 8.5' = 59.5'7 55 @ 8.5' = 42.5'12 12 @ 8.5' = 102.0'5 @ 8.5' = 42.5'5 13 1 3 2 3 23.0' 17.0'24.0'17.0'10.0' 2 2 . 0 ' 2 2 . 0 ' 1 0 0 . 4 ' M A T C H E X I S T . C & G M A T C H E X I S T . C & G N M L . D U T Y B I T . P V M T . , T Y P NML. DUTY BIT.PVMT., TYPNML. DUTY BIT.PVMT., TYP M A T C H E X I S T . B I T . P V M T . MATCH EXIST.BIT. PVMT.MATCH EXIST. C&G B612 C&G, TYP B612 C&G, TYP B 6 1 2 C & G , T Y P B 6 1 2 C & G , T Y P 17.0'10.0'R15.0' 6.0' 4.3' 5 ' C O N C . W A L K 5.0' CO N C . W A L K C O N C . P A T I O C O N C W A L K B 6 1 2 C & G , T Y P . M O N O L I T H I C C O N C C U R B DRIVE THUR EQUIP.SEE ARCH., MECH, &ELEC., TYP MATCHEXIST. C&G14.0'R8.0'R3.0'R15.0'R3.0'R3.0'CONVENIENCE COMMERCIAL DISTRICT PUD H A N D I C A P A C C E S S I B L E S P A C E W / S I G N B O U L A R D R1 0 . 0 ' R8.0'24.0' R 1 0 . 0 ' 24.6' 1 2 . 3 ' R 1 0 . 0 ' R 3 . 0 ' R 1 2 . 0 ' 2 3 @ 8 . 5 ' = 1 9 5 . 5 ' 5 13 @ 8.5' = 110.5' 5 . 0 ' CURB CUTSEE GRADINGPLAN P R O P O S E D 6 F T W O O D F E N C E M A T C H E X I S T I N G C U L V E R S B U I L D I N G : 4 , 3 1 0 S F P A R K I N G S U M M A R Y : 8 3 S T A L L S PROPOSED CROSSACCESS EASEMENTMATCH EXIST.BIT. PVMT. 4 5 " x 9 6 " B U I L D I N G S I G N 4 5 " x 9 6 " B U I L D I N G S I G N 4 5 " x 9 6 " B U I L D I N G S I G N 4 5 " x 9 6 " B U I L D I N G S I G N 2 7 - 7 / 8 " x 1 6 - 3 / 4 " D I R E C T I O N A L S I G N P Y L O N S I G N 8 ' X 1 3 ' - 4 " E L E C T R I C M E S S A G E C E N T E R L O C A T I O N 9 . 0 ' R 1 0 . 0 ' R 2 5 . 0 ' R2 5 . 0 ' R18. 0 ' 20.0'40.0' 2 5 . 0 ' 1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION,INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS,UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FORTHE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTSSHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY ANDSTREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATIONOF SITE IMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FORREVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATEAND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION.LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALSSUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES,LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLEDMATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITHA.D.A. REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOWOF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLORUNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.10.CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE NOTED ON THE DRAWINGS-TAPER BETWEEN CURBTYPES-SEE DETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITEIMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIPLINE. SEE LANDSCAPE DOCUMENTS.SITE LAYOUT NOTES: S I T E P L A N L E G E N D : C O N C R E T E P A V E M E N T A S S P E C I F I E D ( P A D O R W A L K ) P R O P E R T Y L I N E C U R B A N D G U T T E R - S E E N O T E S ( T . O . ) T I P O U T G U T T E R W H E R E A P P L I C A B L E - S E E P L A N T . O . T R A F F I C D I R E C T I O N A L A R R O W S CITY OF ROSEM O U N T S I T E S P E C I F I C N O T E S : S I G N A N D P O S T A S S E M B L Y . S H O P D R A W I N G S R E Q U I R E D . H C = A C C E S S I B L E S I G N N P = N O P A R K I N G F I R E L A N E S T = S T O P C P = C O M P A C T C A R P A R K I N G O N L Y I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 2 . 0 S I T E P L A N . . . . . . . . . . . . SITE AREA TABLE:1.RECORD DRAWINGS ( P A P E R A N D E L E C T R O N I C F O R M A T S ) O F T H E S I T E T H A T M E E T THE STANDARDS SET F O R T H I N T H E E N G I N E E R I N G G U I D E L I N E S S H A L L B E SUBMITTED TO THE C I T Y P R I O R T O I S S U A N C E O F A C E R T I F I C A T E O F O C C U P A N C Y . 1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITEPREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTSOF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONSWITH THE SOILS ENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTIONDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSSSLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUMSLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' INHEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGNDRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATIONOF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR AFINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TOTOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOILMATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THESITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREASDESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITEAS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS,ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BEESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OFGRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIEDTOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, ORBETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION O P E R A T I O N S , T R A F F I C A N D E R O S I O N . R E P A I R A L L A R E A S T H A T H A V E BECOME RUTTED BY TRAFFIC OR ER O D E D B Y W A T E R O R H A S S E T T L E D B E L O W T H E C O R R E C T G R A D E . A L L A R E A S DISTURBED BY THE CONTRACTOR'S O P E R A T I O N S S H A L L B E R E S T O R E D T O E Q U A L O R B E T T E R T H A N O R I G I N A L CONDITION OR TO THE REQUIREMEN T S O F T H E N E W W O R K . 12.PRIOR TO PLACEMENT OF THE AGGR E G A T E B A S E , A T E S T R O L L W I L L B E R E Q U I R E D O N T H E S T R E E T A N D / O R PARKING AREA SUBGRADE. THE CON T R A C T O R S H A L L P R O V I D E A L O A D E D T A N D E M A X L E T R U C K W I T H A G R O S S WEIGHT OF 25 TONS. THE TEST ROLL I N G S H A L L B E A T T H E D I R E C T I O N O F T H E S O I L S E N G I N E E R A N D S H A L L B E COMPLETED IN AREAS AS DIRECTED B Y T H E S O I L S E N G I N E E R . T H E S O I L S E N G I N E E R S H A L L D E T E R M I N E W H I C H SECTIONS OF THE STREET OR PARKI N G A R E A A R E U N S T A B L E . C O R R E C T I O N O F T H E S U B G R A D E S O I L S S H A L L B E COMPLETED IN ACCORDANCE WITH T H E R E Q U I R E M E N T S O F T H E S O I L S E N G I N E E R . 13. TOLERANCES13.1.THE BUILDING SUBGRADE FINIS H E D S U R F A C E E L E V A T I O N S H A L L N O T V A R Y B Y M O R E T H A N 0 . 3 0 F O O T ABOVE, OR 0.30 FOOT BELOW, T H E P R E S C R I B E D E L E V A T I O N A T A N Y P O I N T W H E R E M E A S U R E M E N T I S M A D E . 13.2.THE STREET OR PARKING AREA S U B G R A D E F I N I S H E D S U R F A C E E L E V A T I O N S H A L L N O T V A R Y B Y M O R E T H A N 0.05 FOOT ABOVE, OR 0.10 FOOT B E L O W , T H E P R E S C R I B E D E L E V A T I O N O F A N Y P O I N T W H E R E M E A S U R E M E N T IS MADE.13.3.AREAS WHICH ARE TO RECEIVE T O P S O I L S H A L L B E G R A D E D T O W I T H I N 0 . 3 0 F O O T A B O V E O R B E L O W T H E REQUIRED ELEVATION, UNLESS D I R E C T E D O T H E R W I S E B Y T H E E N G I N E E R . 13.4.TOPSOIL SHALL BE GRADED TO P L U S O R M I N U S 1 / 2 I N C H O F T H E S P E C I F I E D T H I C K N E S S . 14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROT E C T N E W L Y G R A D E D A R E A S F R O M T R A F F I C A N D E R O S I O N , A N D K E E P A R E A FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AN D R E E S T A B L I S H G R A D E S I N S E T T L E D , E R O D E D A N D R U T T E D A R E A S T O SPECIFIED TOLERANCES. DURIN G T H E C O N S T R U C T I O N , I F R E Q U I R E D , A N D D U R I N G T H E W A R R A N T Y P E R I O D , ERODED AREAS WHERE TURF IS T O B E E S T A B L I S H E D S H A L L B E R E S E E D E D A N D M U L C H E D . 14.3.WHERE COMPLETED COMPACTE D A R E A S A R E D I S T U R B E D B Y S U B S E Q U E N T C O N S T R U C T I O N O P E R A T I O N S OR ADVERSE WEATHER, CONTR A C T O R S H A L L S C A R I F Y , S U R F A C E , R E S H A P E , A N D C O M P A C T T O R E Q U I R E D DENSITY PRIOR TO FURTHER C O N S T R U C T I O N . GENERAL GRADING NOTES: 8 1 9 S P O T G R A D E E L E V A T I O N ( F L O W L I N E U N L E S S O T H E R W I S E N O T E D ) 1 . 0 ' C O N T O U R E L E V A T I O N I N T E R V A L G R A D I N G P L A N L E G E N D : 8 9 1 . 0 8 9 1 . 0 G S P O T G R A D E E L E V A T I O N G U T T E R 8 9 1 . 0 B C S P O T G R A D E E L E V A T I O N B A C K O F C U R B ( T O P O F C U R B ) 8 9 1 . 0 B S / T S S P O T G R A D E E L E V A T I O N B O T T O M O F S T A I R S / T O P O F S T A I R S E X . 1 ' C O N T O U R E L E V A T I O N I N T E R V A L 8 9 1 T . O . T I P O U T ( T . O . ) C U R B A N D G U T T E R W H E R E A P P L I C A B L E - T A P E R G U T T E R S T O D R A I N A S S H O W N E X I S T I N G A N D P R O P O S E D D R A I N A G E A R R O W S P E R G E O T E C H N I C A L R E P O R T B Y X X X X X . , D A T E D X X X X X G R O U N D W A T E R W A S N O T O B S E R V E D I N B O R I N G S R A N G I N G F R O M X X X X X . G R O U N D W A T E R I N F O R M A T I O N : C I T Y O F R O S E M O U N T G R A D I N G N O T E S : 1 . R E S E R V E D F O R C I T Y S P E C I F I C G R A D I N G N O T E S . S E E S W P P P O N S H E E T S S W 1 . 0 - S W 1 . 5 E R O S I O N C O N T R O L N O T E S : I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 3 . 0 G R A D I N G P L A N . . . . . . . . . . . . 9'-6" CLEARANCE BAR FES 4IE=956.70CBMH 2RE=959.00IE=956.25EXCB 1RE=960.17EX IE=956.1EX SUMP=955.6PROP IE NE=956.2(CORE DRILL) E X C B 1 0 R E = 9 5 9 . 0 8 E X I E = 9 5 5 . 8 P R O P I E = 9 5 5 . 9 0 ( C O R E D R I L L ) C B M H 1 1 R E = 9 5 8 . 6 5 I E = 9 5 6 . 0 0 C B 1 3 R E = 9 5 8 . 6 5 I E = 9 5 6 . 2 5 18 LF 15" RCP@ 0.25%121 LF 15" RCP@ 0.25% 4 0 L F 1 5 " R C P @ 0 . 2 5 % 4 3 L F 1 5 " R C P @ 0 . 2 5 % S T U B S A N I T A R Y T O 5 ' F R O M B U I L D I N G I E @ S T U B = 9 5 2 . 2 0 C O O R D . W / M E C H ' L CONNECT TO EX X"SANITARY STUB W/ X" X 6"WYEEX IE X"=949.4± (VERIFY)PROP IE 6"=950.0 1 1 4 L F 6 " S A N @ 2 . 0 0 % 1 . 5 " W A T E R , S T U B T O W I T H I N 5 ' F R O M B U I L D I N G , C O O R D . W / M E C H ' L M A K E 1 . 5 " W E T T A P C O N N E C T I O N T O E X I S T I N G W A T E R M A I N W I T H C O R P S T O P A N D B O X , C O O R D . W I T H C I T Y 4 5 ° B E N D W / C L E A N O U T R E M O V E A N D R E L O C A T E E X I S T I N G H Y D R A N T A N D G A T E V A L V E T O 4 ' F R O M B A C K O F C U R B . C O O R D . W I T H C I T Y 5 3 L F 1 5 " R C P @ 0 . 2 5 % C B M H 1 2 R E = 9 5 8 . 6 5 I E = 9 5 6 . 1 4 CBMH 3RE=959.00IE=956.55 14 LF 15" RCP@ 1.07%RELOCATE UTIL PEDAS REQUIRED ASWELL AS AND FEEDERLINES FOR REQUIREDCOVER V E R I F Y D E P T H A N D L O C A T I O N O F U T I L R E L O C A T E I F R E Q U I R E D VERIFY DEPTH ANDLOCATION OF UTILRELOCATE IF REQUIRED ADJUST RIM OF EXISTINGCATCH BASIN TO MATCHPROPOSED GRADES E X I S T I N G 1 5 " F E S S H A L L B E R E M O V E D A N D P I P E B U L K H E A D E D P E R C I T Y S T A N D A R D S PROOF D R A I N DOWNS P O U T T O SOUTH1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OFDISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILTIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION"AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA(CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY ANDTHE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USEDOR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) UNLESSOTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) UNLESSOTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE ORTO END OF FLARED END SECTION.10. UTILTIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDINGFOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURALAND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PERDETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPEDELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURBUNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITHCITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAI N T A I N A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SE W E R LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE W I T H CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCUTRES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH T H E MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION O F UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BESAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THECONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS O F T H E MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTC D ) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE,BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STR E E T S SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL B E PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROP O S E D GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MU S T B E COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST M E E T OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL CORDINATE ALL WORK WITH PRIVATE UTILITYCOMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVI C E T O UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVESNECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MU S T B E USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBAS I N S , OR OTHER STRUCTURES.GENERAL UTILITY NOTES: M A N H O L E O R C A T C H B A S I N W A T E R M A I N U T I L I T Y L E G E N D : S A N I T A R Y S E W E R S T O R M S E W E R C I T Y O F R O S E M O U N T U T I L I T Y N O T E S : 1 . P R I O R T O R E L O C A T I O N O F T H E E X I S T I N G H Y D R A N T , T H E C I T Y M U S T B E C O N T A C T E D A M I N I M U M O F 4 8 H O U R S I N A D V A N C E O F C O N S T R U C T I O N P E R I N S P E C T I O N . 2 . T H E 1 . 5 " W A T E R S E R V I C E S H O U L D B E A P P R O V E D B Y T H E C I T Y ' S B U I L D I N G O F F I C E A N D F I R E M A R S H A L . 3 . T H E D E V E L O P E R S H O U L D C O O R D I N A T E W I T H P R I V A T E U T I L I T Y C O M P A N I E S T H A T A R E C U R R E N T L Y L O C A T E D O N S I T E . I F R E L O C A T I O N I S N E C E S S A R Y , I T S H O U L D B E T H E R E S P O N S I B I L I T Y O F T H E D E V E L O P E R T O W O R K D I R E C T L Y W I T H T H E P R I V A T E U T I L I T Y C O M P A N I E S . M A N H O L E O R C A T C H B A S I N C A T C H B A S I N I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 4 . 0 U T I L I T Y P L A N . . . . . . . . . . . . Attachement 9 9'-6" CLEARANCE BAR L A W N D E C O R A T I V E B O U L D E R , T Y P . 1 - R B 3 - R B 1 - S H L 5 - GLS 1 - SHL1 - SHL6 - PMD20 - AC 1 - SHL 4 - GLS 2 - G L S 1 - SHL1 - SHL 12 - KCC1 - SHL L A W N LAWNLAWN L A W N 12 - LGR 5 - GLS 1 2 - P M D 2 5 - L G R 10 - L G R 6 - L G R 4 - W L C 6 - W L C 1 4 7 S F 7 1 S F 1 4 7 S F 295 SF92 SF 87 SF 70 SF 333 SF212 SF 246 SF 229 SF341 SF 401 SFEDGING, TYP.EDGING, TYP.3 - GLS5 - LBG11 - PMD5 - LBG12- LBG 2 4 6 S F 2 - G L S 1 1 - L B G 4 - K F G 5 - W L C 1 1 - L G R 1 7 - L G R 2 - K F G 3 - W L C 7 - L G R 5 - A C 6 - K F G 6 - W L C 1 0 - K F G 1 7 - L G R 37 - LBG 11 - PMD6 - LGR 1 0 - L G R 19 - L B G 6 - L G R 1 5 - P M D 4 9 - K F G 1 5 - E R C 1 - R B 3 5 - A C 4 - E R C 1 - SHL1 - GLS 1 - SSC 1 - S S C 4 - AC 4 - A C 1 - SHL E D G I N G , T Y P . 1.ALL SHRUB BEDS SHALL BE MULCHED WITH 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCHOVER WEED BARRIER. OWNER'S REP SHALL APPROVE MULCH SAMPLE PRIOR TO INSTALLATION.EDGING SHALL BE METAL EDGING OR APPROVED EQUAL.2.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDSAND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTORIS RESPONSIBLE FOR MAINTAINING PLUMBNESS OF PLANT MATERIAL FOR DURING OF ACCEPTANCEPERIOD.3.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THESCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.4.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUTTHE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BEWARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.5.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER LOAM AND SOD ASSPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.6.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTINGFIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OFTREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TOINSTALLATION.7.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.8.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'SACTIVITIES.9.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPECONTRACTOR'S ACTIVITIES.LANDSCAPE NOTES: I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N L 1 . 0 L A N D S C A P E P L A N . . . . . . . . . . . . 2 4 9 0 4 P a t r i c k J . S a r v e r L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 L E G E N D P R O P O S E D C A N O P Y & E V E R G R E E N T R E E S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S S O D D E C O R A T I V E B O U L D E R S , 1 8 " - 3 0 " D I A . P R O P O S E D D E C I D U O U S A N D E V E R G R E E N S H R U B S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S P R O P O S E D P E R E N N I A L P L A N T S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S 1 " D I A . D E C O R A T I V E R O C K M U L C H O V E R F I L T E R F A B R I C , S A M P L E S R E Q U I R E D PLANTING PLA N - E N T I R E S I T E SYMQUANT. C O M M O N N A M E B O T A N I C A L N A M E S I Z E R O O T C O M M E N T S DE C I D U O U S T R E E S SHL9SKY L I N E H O N E Y L O C U S T G e d i t s i a t r i a c a n t h o s ' S k y c o l e ' 2 . 5 " C A L B & B S T R A I G H T L E A D E R . F U L L F O R M RB5RIV E R B I R C H ( C L U M P F O R M ) B e t u l a n i g r a ( c l u m p ) 2 . 5 " C A L B & B S T R A I G H T L E A D E R . F U L L F O R M EVE R G R E E N T R E E S ERC19EAS T E R N R E D C E D A R J u n i p e r u s v i r g i n i a n a 6 ' H e i g h t B & B S T R A I G H T L E A D E R . F U L L F O R M OR N A M E N T A L T R E E S SSC2SP R I N G S N O W F L O W E R I N G C R A B A P P L E M a l u s ' S p r i n g S n o w ' 1 . 5 " C A L . B & B S T R A I G H T L E A D E R . F U L L F O R M DE C I D U O U S & E V E R G R E E N S H R U B S AC68ALP I N E C U R R A N T R i b e s a l p i n u m # 5 C O N T . D E N S E B R A N C H I N G GLS22GR O - L O W F R A G R A N T S U M A C R h u s a r o m a t i c a ' G r o - L o w ' # 5 C O N T . D E N S E B R A N C H I N G PER E N N I A L S & G R A S S E S KFG71KAR L F O E R S T E R G R A S S C a l a m a g r o s t i s x a c u t i f l o r a " K a r l F o e r s t e r " # 1 C O N T . LBG89BLU E H E A V E N L I T T L E B L U E S T E M G R A S S S c h i z a c h y r i u m s c o p a r i u m ' B l u e H e a v e n ' # 1 C O N T . KCC12KIT C A T C A T M I N T N e p e t a x f a a s s e n i i ' K i t C a t ' # 1 C O N T . WLC24WA L K E R ' S L O W C A T M I N T N e p e t a x f a a s s e n i i ' W a l k e r ' s L o w ' # 1 C O N T . LGR127LITT L E G O L D S T A R R U D B E C K I A R u d b e c k i a f u l g i d a ' G o l d s t u r m ' # 1 C O N T . PMD55PAR D O N M E D A Y L I L Y H e m e r o c a l l i s ' P a r d o n M e ' # 1 C O N T . TOTAL TREES=35LANDSCAPE CALC U L A T I O N S : Attachment 10 1 . E N T I R E S I T E S H A L L B E F U L L Y I R R I G A T E D . T H E C O N T R A C T O R S H A L L S U B M I T I R R I G A T I O N S H O P D R A W I N G S F O R R E V I E W A N D A P P R O V A L B Y T H E L A N D S C A P E A R C H I T E C T P R I O R T O I N S T A L L A T I O N . 2 . S E E M E C H A N I C A L A N D E L E C T R I C A L P L A N S A N D S P E C I F I C A T I O N S F O R I R R I G A T I O N W A T E R , M E T E R , A N D P O W E R C O N N E C T I O N S . 3 . C O N T R A C T O R T O V E R I F Y L O C A T I O N O F A L L U N D E R G R O U N D / A B O V E G R O U N D F A C I L I T I E S P R I O R T O A N Y E X C A V A T I O N / I N S T A L L A T I O N . A N Y D A M A G E T O U N D E R G R O U N D / A B O V E G R O U N D F A C I L I T I E S S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R A N D C O S T S A S S O C I A T E D W I T H C O R R E C T I N G D A M A G E S S H A L L B E B O R N E E N T I R E L Y B Y T H E C O N T R A C T O R . 4 . S E R V I C E E Q U I P M E N T A N D I N S T A L L A T I O N S H A L L B E P E R L O C A L U T I L I T Y C O M P A N Y S T A N D A R D S A N D S H A L L B E P E R N A T I O N A L A N D L O C A L C O D E S . E X A C T L O C A T I O N O F S E R V I C E E Q U I P M E N T S H A L L B E C O O R D I N A T E D W I T H T H E L A N D S C A P E A R C H I T E C T O R E Q U I V A L E N T A T T H E J O B S I T E . 5 . C O N T R A C T O R S H A L L C O O R D I N A T E W I T H L O C A L U T I L I T Y C O M P A N Y F O R T H E P R O P O S E D E L E C T R I C A L S E R V I C E A N D M E T E R I N G F A C I L I T I E S . 6 . I R R I G A T I O N W A T E R L I N E C O N N E C T I O N S I Z E I S 1 - 1 2 " A T B U I L D I N G . V E R I F Y W I T H M E C H A N I C A L P L A N S . C O V A G E . 7 . A L L M A I N L I N E S S H A L L B E 1 8 " B E L O W F I N I S H E D G R A D E . 8 . A L L L A T E R A L L I N E S S H A L L B E 1 2 " B E L L O W F I N I S H E D G R A D E . 9 . A L L E X P O S E D P V C R I S E R S , I F A N Y , S H A L L B E G R A Y I N C O L O R . 1 0 . C O N T R A C T O R S H A L L L A Y A L L S L E E V E S A N D C O N D U I T A T 2 ' - 0 " B E L O W T H E F I N I S H E D G R A D E O F T H E T O P O F P A V E M E N T . E X T E N D S L E E V E S T O 2 ' - 0 " B E Y O N D P A V E M E N T . 1 1 . C O N T R A C T O R S H A L L M A R K T H E L O C A T I O N O F A L L S L E E V E S A N D C O N D U I T W I T H T H E S L E E V I N G M A T E R I A L " E L L E D " T O 2 ' - 0 " A B O V E F I N I S H E D G R A D E A N D C A P P E D . 1 2 . F A B R I C A T E A L L P I P E T O M A N U F A C T U R E ' S S P E C I F I C A T I O N S W I T H C L E A N A N D S Q U A R E C U T J O I N T S . U S E Q U A L I T Y G R A D E P R I M E R A N D S O L V E N T C E M E N T F O R M U L A T E D F O R I N T E N D E D T Y P E O F C O N N E C T I O N . 1 3 . B A C K F I L L A L L T R E N C H E S W I T H S O I L F R E E O F S H A R P O B J E C T S A N D D E B R I S . 1 4 . A L L V A L V E B O X E S A N D C O V E R S S H A L L B E B L A C K I N C O L O R . 1 5 . G R O U P V A L V E B O X E S T O G E T H E R F O R E A S E W H E N S E R V I C E I S R E Q U I R E D . L O C A T E I N P L A N T B E D A R E A S W H E N E V E R P O S S I B L E . 1 6 . I R R I G A T I O N C O N T R O L L E R L O C A T I O N S H A L L B E V E R I F I E D O N - S I T E W I T H O W N E R ' S R E P R E S E N T I V E . 1 7 . C O N T R O L W I R E S : 1 4 G A U G E D I R E C T B U R I A L , S O L I D C O P P E R I R R I G A T I O N W I R E . R U N U N D E R M A I N L I N E . U S E M O I S T U R E - P R O O F S P L I C E S A N D S P L I C E O N L Y A T V A L V E S O R P U L L B O X E S . R U N S E P A R A T E H O T A N D C O M M O N W I R E T O E A C H V A L V E A N D O N E ( 1 ) S P A R E W I R E A N D G R O U N D T O F U R T H E S T V A L V E F R O M C O N T R O L L E R . L A B E L O R C O L O R C O D E A L L W I R E S . 1 8 . A V O I D O V E R S P R A Y O N B U I L D I N G S , P A V E M E N T , W A L L S A N D R O A D W A Y S B Y I N D I V I D U A L L Y A D J U S T I N G R A D I U S O R A R C O N S P R I N K L E R H E A D S A N D F L O W C O N T R O L O N A U T O M A T I C V A L V E . 1 9 . A D J U S T P R E S S U R E R E G U L A T I N G V A L V E S F O R O P T I M U M P R E S S U R E O N S I T E . 2 0 . U S E S C R E E N S O N A L L H E A D S . 2 1 . P R E S E N T I V E . A S E T O F A S - B U I L T D R A W I N G S S H A L L B E M A I N T A I N E D O N - S I T E A T A L L T I M E S I N A N U P D A T E D C O N D I T I O N . 2 2 . A L L P I P E 3 " A N D O V E R S H A L L H A V E T H R U S T B L O C K I N G A T E A C H T U R N . 2 3 . A L L A U T O M A T I C R E M O T E C O N T R O L V A L V E S W I L L H A V E 3 " M I N I M U M D E P T H O F 3 / 4 " W A S H E D G R A V E L U N D E R N E A T H V A L V E A N D V A L V E B O X . G R A V E L S H A L L E X T E N T 3 " B E Y O N D P E R I M E T E R O F V A L V E B O X . 2 4 . T H E R E S H A L L B E 3 " M I N I M U M S P A C E B E T W E E N B O T T O M O F V A L V E B O X C O V E R A N D T O P O F V A L V E S T R U C T U R E . I R R I G A T I O N N O T E S : I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N L 1 . 1 L A N D S C A P E P L A N N O T E S & D E T A I L S . . . . . . . . . . . . 2 4 9 0 4 P a t r i c k J . S a r v e r L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 SHREDDED HARDWOOD MULCH TO OUTER EDGE OF SAUCER.KEEP MULCH 2" FROM TRUNK. COLOR TO BE DETERMINED BYTHE OWNERS REP PRIOR TO ORDERING.EXISTING GRADE PRUNE AS FIELD DIRECTED BY LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLEBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLSHRUBN T S4 L E G E N D P R O P O S E D C A N O P Y & E V E R G R E E N T R E E S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S S O D D E C O R A T I V E B O U L D E R S , 1 8 " - 3 0 " D I A . P R O P O S E D D E C I D U O U S A N D E V E R G R E E N S H R U B S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S P R O P O S E D P E R E N N I A L P L A N T S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S 1 " D I A . D E C O R A T I V E R O C K M U L C H O V E R F I L T E R F A B R I C , S A M P L E S R E Q U I R E D FACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADE WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED 18" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T S STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT SLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN1EXISTING GRADEDO NOT EXCAVATEBELOW ROOTBALL STAKING OPTIONAL-SEE SPECIFICATIONSTHREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH BLACK RUBBERHOSE COLLARSTRUNK FLARE JUNCTION:PLANT TREE 1"-2" ABOVE EXISTINGGRADE1-1/2" TRAP STONE MULCH TO OUTER EDGEOF SAUCER. KEEP MULCH 2" FROM TRUNKCUT AND REMOVE BURLAP FROM TOP 1/3 OFROOT BALL. IF NON-BIODEGRADABLE, REMOVECOMPLETELYSLOPE SIDES OF HOLEBACKFILL AS SPECIFIEDTHREE TIMES WIDTHOF ROOTBALL PRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)DECIDUOUS TREEN T S21-1/2" TRAP STONE MULCH TO OUTER EDGEOF SAUCER. KEEP MULCH 2" FROM TRUNKEXISTING GRADE PRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)STAKING OPTIONAL-SEE SPECIFICATIONSTHREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITHTWO STRANDS OF WIRE TWISTED TOGETHER. STAKESSHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALLBE THREADED THROUGH BLACK RUBBER HOSE COLLARSTRUNK FLARE JUNCTION:PLANT TREE 1"-2" ABOVE EXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IFNON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLEBACKFILL AS SPECIFIEDDO NOT EXCAVATE BELOW ROOTBALLTHREE TIMES WIDTHOF ROOTBALLEVERGREEN TREEN T S3 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N L 1 . 2 L I G H T I N G P L A N . . . . . . . . . . . . Attachment 11 Excerpt from the October 27, 2015 Planning Commission Minutes 5.a. Request by Js Quad, LLC for a preliminary plat, final plat, and planned unit development to allow construction of a restaurant facility with a drive through. (15-32-PUD, 15-33-PP, 15-34-FP, 15-35-CUP, 15-36-PUD) Planner Lindahl summarized the staff report for the Planning Commission. Chair Miller inquired about the distance between the sidewalk and drive-through. Lindahl stated the distance was thirteen feet on southern side and closer to the drive through six feet and with three feet. on north side. Miller also inquired if sidewalks would connect though the drive-through lane. Planner Lindahl stated it would likely go through the northern point of drive-through which would be a stopping point for cars or the cars would be traveling at a significantly reduced speed. He noted that it would be similar to the Starbuck’s sidewalk that is at about 25 ft. from the drive though lane. Commissioner Kurle asked for clarification about the fence and landscaping. Lindahl stated that black hills spruce would be too big in the space designated and staff has asked the applicant to propose new plantings that would be a better fit. The applicant will fill the gap in the fence to create a continuous 6 ft. tall fence for screening along with trees and shrubbery. Commissioner Kenninger inquired if the drive-through could face south to avoid headlights on the CDA property. Lindahl stated a condition of approval requires additional landscaping to create a screen for the CDA housing. Kenninger also verified that the site is narrower than the Starbuck’s site. Lindahl stated the plan proposed is the best placement for residential to the west, to place the restaurant as far away as possible. He also stated that stacking requires the traffic pattern to wrap around the building and prevent blocking parking. Commissioner Henrie expressed his concern that a drive-through would not meet the goals the city has for the downtown district. He also inquired how pedestrian improvements would be addressed for crossing Hwy 3 as well as how it would tie in with historic features. Lindahl stated that walkability is important in the downtown district; building businesses as close to Hwy 3 as possible to access the trail system, and incorporating sidewalks within property for connectivity. The proposed building would reflect history by exceeding building material requirements for Downtown District and incorporate more architectural requirements. Lindahl referenced the submitted plans by the applicant showing the details of the building and architectural accents. Commissioner VanderWiel inquired if a drive-through was a conditional use in the downtown district. Lindahl stated it is a conditional use in Downtown district, but only for banks. In this case, staff recommends approval of the drive-through use through the planned unit development approval. The public hearing was opened at 7:11 pm. John Laundenbach, the applicant, along with his daughter Amanda Brammel and son Matt Laundenbach were present to answer any questions. Mr. Laundenbach expressed how his family business would be a benefit to the community and talked about how they would be good neighbors. They also explained how they give back to the community and want to create jobs within the city. They also spoke of the Eagan location they just took over and have already drastically improved the reputation there. Chair Miller expressed concerns about the closeness of the drive-through to Hwy 3. Mr. Laundenbach stated that at lunch time about 50% of business is done through drive through but at dinner it falls to about 30%. Dinner time brings in more sit down customers. Pat Sarver, the Architect from Civil Site Group clarified the set back is not three feet to the sidewalk but 20 feet. The drive-through is three to ten feet from the front property line. The existing sidewalk on Hwy 3 is located within the right of way. Chair Miller inquired why the site will have double the amount of parking spots required. Mr. Laundenbach stated that they often hold different events to bring in business that need more parking. They also stated that at their West St. Paul location all spots are used during peak times. Miller also inquired about the hours of operation. The applicant stated the hours of operation will be 10 am -10 pm. Commissioner Freeman expressed her concerns about exhaust from cooking. Mr. Laundenbach stated that low profile vent hood removes 85% of build up and smell. Commissioner Henrie stated he is excited to have Culvers in Rosemount, but there is concern about the PUD and drive-through. He inquired if other locations were looked at. Mr. Laundenbach stated that they haven’t looked at too many other sites as they wanted to be Downtown. The public hearing was opened at 7:32 pm. Public comments: Jim Klatt, 14770 Cambrian Ave, stated that he previously had many questions but they have been answered by staff and the applicant. Some of his concerns were screening, trash, and the location of drive through. He is pleasantly surprised the way the property will be developed. He has seen Hwy 3 grow throughout the years and has been worried about what would become of the site. After hearing about the family and what they will bring he is excited to welcome them and not lose more business to Apple Valley. MOTION by Kenninger to close the public hearing. Second by Henrie. Ayes: 6. Nays: 0. Motion Passes. The public hearing was closed at 7:35 pm. Additional Comments: Community Development Lindquist gave a brief history of the Development Framework for Downtown Rosemount and its purpose to bring in more retail and residential. The Port Authority has owned the property since 2006. The only other potential purchase was for a medical clinic that fell through. The Port Authority hasn’t entered into the agreement lightly. The initial intention was to not have a drive- through in downtown; however it is a use that would be welcome in the community. The best decision was to do a PUD vs. a text amendment so that the city can control which businesses are allowed in the district. Staff feels this is a good use for downtown that will drive people to go Downtown. She agreed that there are competing goals, which is not ideal, but the project will achieve a lot of the goals found in the adopted Framework. Chair Miller inquired if there has been any discussion about moving the building further back to add additional screening. Lindahl stated that the proposed positioning is the best placement due to proximity to residential neighbors, ensuring that the drive lane doesn’t block traffic, and optimizing pedestrian access points. Commissioner Kenninger inquired what type of trees will buffer the drive-through from Hwy 3. Lindahl stated that it will be a deciduous bush about 4 ft. tall, slightly smaller than what Starbucks currently has. The ordinance requirement is for a four foot tall species to screen the base of the car from pedestrians, but not completely block the drive-through and to create a screen. Kenninger also reiterated the distance from parking to sidewalk along the Hwy 3 to address commissioners concerns about proximity to Hwy 3. Lindahl stated that given the requirements for buffer area, parking spaces, drive lanes and building the layout is spaced at its optimum location. Kenninger also inquired if the drive through screening extended north of drive-through window, and could it be extended further north. Lindahl stated that a condition of approval requires the applicant to extend screening along the entire drive- through. Commissioner Kurle stated that he doesn’t have the same concerns as other commissioners. He feels that the applicant went the extra mile to address concerns of neighbors and feels Culvers will fit the feel of the area. His only concern is the lights shining on the CDA Housing, but it is being addressed. Commissioner Henrie is torn, loves the look and layout but is concerned about the walkability of the location and the amount of drive-through business. He feels it compromises the vision for the Downtown District. He recommends that the vision for downtown be updated so it is clear what the Council is looking for. Commissioner VanderWiel also struggles but would vote to recommend approval. The neighbors are in favor of Culvers. Leaving the lot undeveloped isn’t benefiting the city and adding Culvers will bring in business to the Downtown. Motion by Kenninger to recommend the City Council approve the Preliminary Plat, subject to conditions: a. The applicant to submit copies of the cross access easements with both the Dakota County CDA and Master Transmission. b. Conformance with all requirements of the City Engineer as detailed in the attached memo dated October 22, 2015. Second by Kurle. Ayes: 4. Nays: 2 Henrie and Miller. Motion passes. Henrie and Miller voted no because a drive-through doesn’t align with initial vision of the city as found in the Framework. 2. Motion by Kenninger to recommend the City Council approve the Final Plat, subject to conditions: a. City Council approval of the preliminary plat. b. Conformance with all requirements of the Preliminary Plat. Second by VanderWiel. Ayes: 4. Nays: 2, Henrie and Miller. Motion passes. 3. Motion by Kenninger to recommend the City Council approve a PUD Master Development Plan and Rezoning from DT- Downtown to DT – Downtown PUD allowing construction of a 4,310 square foot restaurant with a drive through facility, subject to conditions: a. City Council approval of the preliminary and final plat. b. The applicant shall revise the site plan to provide formal sidewalk connections from the building to the parking lot and the public sidewalk along South Robert Trail. c. The applicant shall submit a revised landscape plan adding 3 additional trees, modifying the landscaping along the western property line, and installing additional evergreen plantings to screen the Dakota County senior housing site from the drive through, and increasing shrubbery adjacent to the drive through in the east. d. Submission of a landscape security equal to 110% of the proposed landscaping in a form acceptable to the City Attorney. e. Signs shall be approved through a separate permit. f. Approval of a revised lighting plan consistent with the exterior lighting standards for the DT – Downtown district. g. Approval of Site Plan by MN Dot. Second by Kurle. Ayes: 4. Nays: 2 Henrie and Miller. Motion passes 4. Motion by Kenninger to recommend the City Council approve a PUD Final Site and Building Plan allowing construction of a 4,310 square foot restaurant with a drive through facility, subject to conditions: a. Conformance with all requirements of the PUD Master Development Plan and Rezoning. Second by Kurle. Ayes: 4. Nays: 2, Henrie and Miller. Motion passes S I T E P L A N L E G E N D : C O N C R E T E P A V E M E N T A S S P E C I F I E D ( P A D O R W A L K ) P R O P E R T Y L I N E C U R B A N D G U T T E R - S E E N O T E S ( T . O . ) T I P O U T G U T T E R W H E R E A P P L I C A B L E - S E E P L A N T . O . T R A F F I C D I R E C T I O N A L A R R O W S S I G N A N D P O S T A S S E M B L Y . S H O P D R A W I N G S R E Q U I R E D . H C = A C C E S S I B L E S I G N N P = N O P A R K I N G F I R E L A N E S T = S T O P C P = C O M P A C T C A R P A R K I N G O N L Y I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L . . . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 0 / 2 3 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 2 . 1 P R E L I M I N A R Y P L A T . . . . . . . . . . . . 5%#.'Ä5176*'.'8#6+10 5%#.'Ä0146*'.'8#6+10'#56'.'8#6+105%#.'Ä5%#.'Ä9'56'.'8#6+10Stone/brick veneer - 1,607.9 s.f. 88.5%EIFS - 137.7 s.f. 7.5%Metal - 71.2 s.f. 4%Windows/Doors - 130.9 s.f. -Total1,947.7 s.f.100%Stone/brick veneer - 877.7 s.f. 87.3%EIFS - 75.2 s.f. 7.5%Metal - 51.8 s.f. 5.2%Door -30 s.f. -Total1,034.7 s.f.100%Stone/brick veneer - 872.4 s.f. 87.8%EIFS - 77.3 s.f. 7.7%Metal - 44 s.f. 4.5%Windows -124.2 s.f. -Total1,117.9 s.f.100%Stone/brick veneer - 1,508.7 s.f. 80.8%EIFS - 137.2 s.f. 7.3%Metal/wood - 221 s.f. 11.9%Windows/Doors - 121.5 s.f. -Total1,988.4 s.f.100%MATERIAL AREASMATERIAL AREASMATERIAL AREASMATERIAL AREAS ÁÁ5%#.'Ä0146*'.'8#6+10'#56'.'8#6+105%#.'ÄÁ5%#.'Ä9'56'.'8#6+10 Á Á ÁÁ Z 6 ; 2 + % # . 5 + ) 0 $475*'&#.7/+07/%#012;61/#6%*5614'(4106 $ 4 + % - 8 ' 0 ' ' 4 . ' & # % % ' 0 6 . + ) * 6 + 0 ) ÁÁÁ.'&#%%'06.+)*6+0)Á $ . 7 ' 5 6 4 + 2 ' & % # 0 8 # 5 # 9 0 + 0 ) 5 6 1 0 ' 8 ' 0 ' ' 4 Á 5 6 1 0 ' 8 ' 0 ' ' 4 Á5%4''09#..(1464#5*'0%.1574' . ' & # % % ' 0 6 . + ) * 6 + 0 ) 5610'8'0''4$';10&$.7'564+2'&%#08#5#90+0)$.7'564+2'& % # 0 8 # 5 # 9 0 + 0 ) $ . 7 ' 5 6 4 + 2 ' & % # 0 8 # 5 # 9 0 + 0 ) Z 6 ; 2 + % # . 5 + ) 0 5 6 1 0 ' 8 ' 0 ' ' 4 $ 4 7 5 * ' & # . 7 / + 0 7 / % # 0 1 2 ; 6 1 / # 6 % * 5 6 1 4 ' ( 4 1 0 6 . ' & # % % ' 0 6 . + ) * 6 + 0 ) $ . 7 ' 5 6 4 + 2 ' & % # 0 8 # 5 # 9 0 + 0 ) Z 6 ; 2 + % # . 5 + ) 0 .'&#%%'06.+)*6+0) Z 6 ; 2 + % # . 5 + ) 0 #.7/+07/.#&&'4(14411(#%%'55%.'#4(+0+5*9#..2#% $ . 7 ' 5 6 4 + 2 ' & % # 0 8 # 5 # 9 0 + 0 ) $ 4 + % - 8 ' 0 ' ' 4 $ 4 + % - 8 ' 0 ' ' 4 $.7'564+2'&% # 0 8 # 5 # 9 0 + 0 ) 5 6 1 0 ' 8 ' 0 ' ' 4 5 % 4 ' ' 0 9 # . . ( 1 4 & + 4 ' % 6 % 1 0 0 ' % 6 5 ; 5 6 ' / # 0 & % 1 Á 6 # 0 - 5 6 1 0 ' 8 ' 0 ' ' 4 9 1 1 & ) # 6 ' 5 5 6 1 0 ' 8 ' 0 ' ' 4 $ 4 + % - 8 ' 0 ' ' 4 ' + ( 5 % 1 4 0 + % ' / ' 6 # . % # 2 ( . # 5 * + 0 ) ' + ( 5 % 1 4 0 + % ' / ' 6 # . % # 2 ( . # 5 * + 0 ) ' + ( 5 % 1 4 0 + % ' / ' 6 # . % # 2 ( . # 5 * + 0 ) ' + ( 5 % 1 4 0 + % ' / ' 6 # . % # 2 ( . # 5 * + 0 ) &'%14#6+8'.+)*6+0) & ' % 1 4 # 6 + 8 ' . + ) * 6 + 0 ) A 4 . 0 E X T E R I O R E L E V A T I O N S D e v e l o p e r N a m e A d d r e s s C i t y , S t a t e Z i p R y a n S c h r o e d e r S i g n a t u r e : N a m e : R e g i s t r a t i o n : P r i n t H i s t o r y D a t e P r o j e c t C h e c k e d D r a w n I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y l i c e n s e d a r c h i t e c t u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a D e v e l o p e d b y : P r o j e c t T i t l e S o u t h R o b e r t T r a i l R o s e m o u n t , M N 5 5 0 6 8 1 5 2 8 2 R A S P r o j e c t C o n t a c t : P h o n e N u m b e r : 5 0 0 4 7 R y a n S c h r o e d e r 9 5 2 - 5 4 1 - 9 9 6 9 J P Plotted:10/15/2015 1:46 PM File: G:\2015\15282_Culvers Rosemount, MN\40_CONSTRDOCS\B_ExtElev_15282.dwg By:Ryan Schroeder O w n e r R e v i e w 1 0 . 1 5 . 2 0 1 5 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N C u l v e r F r a n c h i s i n g S y s t e m , I n c . 1 2 4 0 W a t e r S t r e e t P r a i r i e d u S a c , W I 5 3 5 7 8 6 0 8 - 6 4 3 - 7 9 8 0  OP E R A B L E W I N D O W CA S H R E G I S T E R 84 " 30 " 3 6 " OR D E R T A K E R WA S T E D U M P BULK Co2Co2 HOOK UPWASTE OIL RECOVERY TANK BU I L T - I N SO U P W A R M E R BU I L T - I N CO L D P A N  RE F R I G E R A T I O N C H A S E . N O OT H E R T R A D E S I N T H I S S P A C E 22X48 DUNNAGE 24X54 2 4 X 6 0 15X54 15X54 24X48 22 X 4 8 DU N N A G E 24X60 22X48 DUNNAGE22X48DUNNAGE 22X48 DUNNAGE 22X60 DUNNAGE24X60 2 4 X 4 8 2 4 X 4 8 $ $ $ $ $ $ 22X48 DUNNAGE24X60 22X48 DUNNAGE24X6022X48DUNNAGE 24X4824X4824X48 BY O W N E R CO M M E N T C A R D B O X HI G H C H A I R S T O R A G E BO O S T E R S E A T S T O R A G E U N D E R WA S T E C A N U N D E R S/ S T R A S H R I N G BU I L T I N D R I P T R O U G H FO O D S E R V I C E P L A N - M E T R O L - 2 0 1 5 P R O T O T Y P E SC A L E : 1 / 4 " = 1 ' - 0 " 36 " H I G H B O O T H B A C K S NE W S P A P E R R A C K BY O W N E R                                   18 X 3 6 24X6024X60 24X60 24X6024X6018X3618X3624X4224X60 18 X 3 6 FOUR PERSON TABLES (11) X 4=44 TWO PERSON TABLES (20) X 2=40 TOTAL SEATING CAPACITY 102 TOTAL TABLE TOPS 35SIX PERSON TABLES (2) X 6=12 THREE PERSON TABLES (2) X 3= 6 BI B H O L D E R 60 " H I G H F I N I S H E D EN D P A N E L                           24 X 3 0 EY E W A S H S T A T I O N - - O F C I 50 CA S H R E G I S T E R S A N D S Y S T E M - - O F O I FR O N T S E R V I C E C O U N T E R WA F F L E C O N E D I S P E N S E R - - O F O I ME N U B O A R D - - O F O I EQ U I P M E N T S C H E D U L E RE F R I G E R A T E D S / S B A C K C O U N T E R HE A T E D P A S S - T H R U U N I T OP E N N U M B E R CO F F E E M A K E R - - O F O I OP E N N U M B E R CU S T A R D D I P P I N G C A B I N E T HE A T E D S Y R U P D I S P E N S E R S - - O F O I MI L K S H A K E M A C H I N E - - O F O I RE F R I G E R A T E D T O P P I N G T A B L E 73 LI Q U I D T O P P I N G D I S P E N S E R - - O F O I EX H A U S T H O O D - - C F C I CH E M I C A L D I S P E N S I N G S Y S T E M - - O F O I S/ S W A L L C A P / E L E C T R I C A L C H A S E C O V E R 45 22 PR E - R I N S E S P R A Y A S S E M B L Y - - O F C I PR E - R I N S E S P R A Y A S S E M B L Y - - O F C I 23 MI C R O W A V E O V E N - - O F O I 46 OP T I O N A L W A S T E O I L R E C O V E R Y S Y S T E M - - O F O I 13 WA S H E R / D R Y E R - - O F C I WA L L C O R N E R G U A R D S ST O R A G E S H E L V I N G DI S H T A B L E S A N D U T E N S I L S I N K S TR A S H C A N S / C A R T - - O F O I BU N R A C K S - - O F O I BA G - I N - B O X S Y S T E M - - O F O I 17 HA N D S I N K S - - O F C I WA L L S H E L F 20 211918151614 CO O L E R D U N N A G E R A C K WO R K T A B L E / S I N K CO O K E R / W A R M E R S - - O F O I FR E E Z E R D U N N A G E R A C K S KE T C H U P D I S P E N S E R - - O F C I FR E E Z E R S H E L V I N G 8 WA L L S H E L F LO C K E R S 12111096745 MI C R O W A V E O V E N - - O F O I 36 OP E N N U M B E R RE F R I G E R A T E D D R A W E R B A S E BU N T O A S T E R - - O F O I MO B I L E W O R K T A B L E / O V E R S H E L F BR E A D S H E L F RE F R I G E R A T E D W O R K T A B L E HO L D I N G C A B I N E T W I T H S / S T O P WO R K T O P R E F R I G E R A T O R 40 43 444142383937 WA L L S H E L F 94 CL E A N P A N S H E L V I N G RE A C H - I N F R E E Z E R FU T U R E I T E M JA N I T O R ' S S H E L V I N G MO P S I N K - - C F C I FI R E S U P P R E S S I O N S Y S T E M S - - C F C I 31 3534333229302728 68 WA L L S H E L F AS T R O B L E N D E R S - - O F O I 69 91 92 C U P D I S P E N S E R S TR I P L E C U S T A R D M A C H I N E - - O F O I CU S T O M F I S H R E F R I G E R A T O R 59 EX H A U S T H O O D - - C F C I FR Y E R S WO R K T A B L E IC E M A C H I N E W I T H B I N OP E N N U M B E R WA T E R F I L T E R - - O F C I S/ S W A L L P A N E L S 66 67656461636260 GR I L L S T A N D SA N D W I C H W R A P S T A T I O N FR Y S T A T I O N H E A T L A M P S/ S R E F R I G E R A T I O N C H A S E C O V E R HE A T E D B U N W A R M E R - - O F O I MO B I L E S / S C A R T WR A P P A P E R H O L D E R S - - O F O I OR D E R B A R S GR I L L A N D S T A N D 54 585756555253 90 51 86 88 898587848382 OP E N N U M B E R WA F F L E C O N E M A K E R - - O F O I SH A K E C U P D I S P E N S E R 77 818079787576 74 SU N D A E T O P P I N G S Y S T E M WA L L S H E L V E S CU P A N D D I S H D I S P E N S E R S CO N E D I S P E N S E R EQ U I P M E N T S C H E D U L E EQ U I P M E N T S C H E D U L E WA L K I N F R E E Z E R CO O L E R S H E L V I N G WA L K I N C O O L E R 1 2 3 IT E M OP T I O N A L D I S P O S E R - - O F C I BO O S T E R H E A T E R - - O F C I DI S H W A S H E R - - O F C I DI S H W A S H E R C O N D E N S A T E H O O D - - C F C I 25 A 24 25 26 IT E M EQ U I P M E N T S C H E D U L E CU S T O M M E A T R E F R I G E R A T O R FR O N T P A S S - T H R U C H A N N E L T R I M 47 48 49 IT E M 71 72 IT E M 70 WO R K T A B L E 11 4 CO N D I M E N T C O U N T E R IC E A N D S O D A D I S P E N S E R - - O F O I CO N D I M E N T D I S P E N S E R S CO N D I M E N T P A N S - - O F O I ST R A W D I S P E N S E R S - - O F O I NA P K I N D I S P E N S E R S CO N D I M E N T C U P D I S P E N S E R S TA B L E S / C H A I R S / B O O T H S LI D D I S P E N S E R S OP E N N U M B E R CA R B O N A T O R - - O F O I SO D A D I S P E N S E R - - O F O I TR A Y / T R A S H / R E C Y C L E C A B I N E T S RE T A I L F R E E Z E R BE V E R A G E C O U N T E R CA R B O N A T O R - - O F O I 10 9 11 2 11 3 11 1 11 0 10 7 10 8 10 6 10 5 10 0 DI S P L A Y C A B I N E T ( O P T I O N A L ) 10 4 10 3 10 2 10 1 LI D D I S P E N S E R - - O F O I IC E D T E A B R E W E R / D I S P E N S E R S - - O F O I 98 99 96 97 DR I V E - U P C O U N T E R CU P D I S P E N S E R S DR I V E - U P C O U N T E R EQ U I P M E N T S C H E D U L E 93 95 4A IT E M MO B I L E C U S T A R D M I X R A C K S 11 6 HA N D T O W E L D I S P E N S E R S - - O F C I TO I L E T P A P E R D I S P E N S E R S - - O F C I 11 7 11 8 MO N I T O R B R A C K E T S - - O F O I 11 9 OP E N N U M B E R 12 0 HI G H T O P T A B L E S A N D C H A I R S 11 5 RE F R I G E R A T I O N S Y S T E M S ( N O T S H O W N ) OFOI--OWNER FURNISHED OWNER INSTALLEDALL ITEMS ARE OWNER FURNISHED EQUIPMENT CONSOLIDATOR INSTALLED CFCI--CONTRACTOR FURNISHED CONTRACTOR INSTALLEDOFCI--OWNER FURNISHED CONTRACTOR INSTALLED ALL ROUGH INS AND FINAL CONNECTIONS OF ALL EQUIPMENT BY OTHERSEXCEPT AS FOLLOWS SheetWARNING!: These plans are for the exclusive use of Culver Franchising Systems, Inc. and authorized franchise holders only. No part of these plans or the design they represent may be duplicated or reproduced without permission ofCulver Franchising System, Inc.Date RevisionBy Date:Drawn By:Project No.Contents:SheetV. Young Jan. 1, 2015Metro L - 2015 Culver Franchising System, Inc.1240 Water Street Prairie du Sac, WI 53578 608-643-7980  I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 0 . 0 T I T L E S H E E T . . . . . . . . . . . . CULV E R S R O S E M O U N T RO S E M O U N T , M I N N E S O T A S H E E T I N D E X S H E E T N U M B E R S H E E T T I T L E C 0 . 0 T I T L E S H E E T S I T E L O C A T I O N SITE LOCATI O N M A P N S I T E S U R V E Y C 0 . 1 U T I L I T Y P L A N C 4 . 0 ISSU E D F O R : C I T Y S U B M I T T A L MASTER LEGEND:EX. 1' CONTOUR ELEVATI O N I N T E R V A L 932T.O.CURB AND GUTTER (T.O = T I P O U T ) 939SPOT GRADE ELEVATION ( G U T T E R / F L O W L I N E UNLESS OTHERWISE NO T E D ) PROPOSED 1' CONTOUR E L E V A T I O N I N T E R V A L 932.0932.0BC / 932.0TCSPOT GRADE ELEVATION B A C K O F C U R B ( T O P O F CURB)SPOT GRADE ELEVATION T O P O F W A L L SOIL BORING LOCATION SPOT GRADE ELEVATION B O T T O M O F W A L L EMERGENCY OVERFLOW 932.0TW932.0BW P R O P O S E D M A N H O L E S T O R M P R O P O S E D G A T E V A L V E P R O P O S E D S A N I T A R Y S E W E R P R O P O S E D S T O R M S E W E R P R O P O S E D W A T E R M A I N P R O P O S E D F I R E H Y D R A N T E X I S T I N G L I G H T E X I S T I N G G A S M E T E R E X I S T I N G M A N H O L E E X I S T I N G C A T C H B A S I N E X I S T I N G G A T E V A L V E E X I S T I N G H Y D R A N T E X I S T I N G G A S V A L V E E X I S T I N G E L E C T R I C B O X E X I S T I N G U N D E R G R O U N D C A B L E E X I S T I N G U N D E R G R O U N D E L E C T R I C E X I S T I N G S T O P B O X E X I S T I N G G A S M A I N E X I S T I N G W A T E R M A I N E X I S T I N G S T O R M S E W E R E X I S T I N G S A N I T A R Y S E W E R P R O P O S E D M A N H O L E S A N I T A R Y s P R O P O S E D C A T C H B A S I N O R C A T C H B A S I N M A N H O L E S T O R M D Y H P R O P O S E D S I G N SILT FENCE / GRADING LI M I T 932.0XEXISTING SPOT GRADE E L E V A T I O N INLET PROTECTIONSTABILIZED CONSTRUCTI O N E N T R A N C E DRAINAGE ARROW DEVELOPER / PROPERTY OWNER:CULVERS ROSEMOUNT14755 & 14785 ROBERT TRAIL SOUTHROSEMOUNT, MN 55068ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER: G R A D I N G P L A N C 3 . 0 L 1 . 0 L A N D S C A P E P L A N C 2 . 0 S I T E P L A N P R O P O S E D L I G H T ACRE LAND SURVEYING, INC.9140 BALTIMORE STREET NE, SUITE 100BLAINE, MN 55449763-458-2997 G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L NORTHERN TECHNOLOGIES, INC.1408 NORTHLAND DRIVE, SUITE 107MENDOTA HEIGHTS, MN 55120763-433-9175 L 1 . 1 L A N D S C A P E N O T E S L 1 . 2 L I G H T I N G P L A N S W 1 . 0 S W P P P - E X I S T I N G S W 1 . 1 S W 1 . 2 S W 1 . 3 S W 1 . 4 S W 1 . 5 S W P P P - P R O P O S E D S W P P P - D E T A I L S S W P P P - N O T E S S W P P P - A T T A H C M E N T S S W P P P - A T T A C H M E N T S C 2 . 1 P R E L I M I N A R Y P L A T R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 0 . 1 S I T E S U R V E Y . . . . . . . . . . . . 9'-6" CLEARANCE BAR 17.0'24.0'38.0'24.0'17.0'13.8'18.7'24.0'12.3'5 @ 8.5' = 42.5'12.9'24.0'17.0' 5 . 0 ' 1 1 . 0 ' 1 3 @ 8 . 5 ' = 1 2 7 . 5 ' 7 @ 8.5' = 59.5'7 55 @ 8.5' = 42.5'12 12 @ 8.5' = 102.0'5 @ 8.5' = 42.5'5 13 1 3 2 3 23.0' 17.0'24.0'17.0'10.0' 2 2 . 0 ' 2 2 . 0 ' 1 0 0 . 4 ' M A T C H E X I S T . C & G M A T C H E X I S T . C & G N M L . D U T Y B I T . P V M T . , T Y P NML. DUTY BIT.PVMT., TYPNML. DUTY BIT.PVMT., TYP M A T C H E X I S T . B I T . P V M T . MATCH EXIST.BIT. PVMT.MATCH EXIST. C&G B612 C&G, TYP B612 C&G, TYP B 6 1 2 C & G , T Y P B 6 1 2 C & G , T Y P 17.0'10.0'R15.0' 6.0' 4.3' 5 ' C O N C . W A L K 5.0' CO N C . W A L K C O N C . P A T I O C O N C W A L K B 6 1 2 C & G , T Y P . M O N O L I T H I C C O N C C U R B DRIVE THUR EQUIP.SEE ARCH., MECH, &ELEC., TYP MATCHEXIST. C&G14.0'R8.0'R3.0'R15.0'R3.0'R3.0'CONVENIENCE COMMERCIAL DISTRICT PUD H A N D I C A P A C C E S S I B L E S P A C E W / S I G N B O U L A R D R1 0 . 0 ' R8.0'24.0' R 1 0 . 0 ' 24.6' 1 2 . 3 ' R 1 0 . 0 ' R 3 . 0 ' R 1 2 . 0 ' 2 3 @ 8 . 5 ' = 1 9 5 . 5 ' 5 13 @ 8.5' = 110.5' 5 . 0 ' CURB CUTSEE GRADINGPLAN P R O P O S E D 6 F T W O O D F E N C E M A T C H E X I S T I N G C U L V E R S B U I L D I N G : 4 , 3 1 0 S F P A R K I N G S U M M A R Y : 8 3 S T A L L S PROPOSED CROSSACCESS EASEMENTMATCH EXIST.BIT. PVMT. 4 5 " x 9 6 " B U I L D I N G S I G N 4 5 " x 9 6 " B U I L D I N G S I G N 4 5 " x 9 6 " B U I L D I N G S I G N 4 5 " x 9 6 " B U I L D I N G S I G N 2 7 - 7 / 8 " x 1 6 - 3 / 4 " D I R E C T I O N A L S I G N P Y L O N S I G N 8 ' X 1 3 ' - 4 " E L E C T R I C M E S S A G E C E N T E R L O C A T I O N 9 . 0 ' R 1 0 . 0 ' R 2 5 . 0 ' R2 5 . 0 ' R18. 0 ' 20.0'40.0' 2 5 . 0 ' 1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION,INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS,UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FORTHE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTSSHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY ANDSTREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATIONOF SITE IMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FORREVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATEAND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION.LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALSSUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES,LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLEDMATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITHA.D.A. REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOWOF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLORUNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.10.CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE NOTED ON THE DRAWINGS-TAPER BETWEEN CURBTYPES-SEE DETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITEIMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIPLINE. SEE LANDSCAPE DOCUMENTS.SITE LAYOUT NOTES: S I T E P L A N L E G E N D : C O N C R E T E P A V E M E N T A S S P E C I F I E D ( P A D O R W A L K ) P R O P E R T Y L I N E C U R B A N D G U T T E R - S E E N O T E S ( T . O . ) T I P O U T G U T T E R W H E R E A P P L I C A B L E - S E E P L A N T . O . T R A F F I C D I R E C T I O N A L A R R O W S CITY OF ROSEM O U N T S I T E S P E C I F I C N O T E S : S I G N A N D P O S T A S S E M B L Y . S H O P D R A W I N G S R E Q U I R E D . H C = A C C E S S I B L E S I G N N P = N O P A R K I N G F I R E L A N E S T = S T O P C P = C O M P A C T C A R P A R K I N G O N L Y I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 2 . 0 S I T E P L A N . . . . . . . . . . . . SITE AREA TABLE:1.RECORD DRAWINGS ( P A P E R A N D E L E C T R O N I C F O R M A T S ) O F T H E S I T E T H A T M E E T THE STANDARDS SET F O R T H I N T H E E N G I N E E R I N G G U I D E L I N E S S H A L L B E SUBMITTED TO THE C I T Y P R I O R T O I S S U A N C E O F A C E R T I F I C A T E O F O C C U P A N C Y . S I T E P L A N L E G E N D : C O N C R E T E P A V E M E N T A S S P E C I F I E D ( P A D O R W A L K ) P R O P E R T Y L I N E C U R B A N D G U T T E R - S E E N O T E S ( T . O . ) T I P O U T G U T T E R W H E R E A P P L I C A B L E - S E E P L A N T . O . T R A F F I C D I R E C T I O N A L A R R O W S S I G N A N D P O S T A S S E M B L Y . S H O P D R A W I N G S R E Q U I R E D . H C = A C C E S S I B L E S I G N N P = N O P A R K I N G F I R E L A N E S T = S T O P C P = C O M P A C T C A R P A R K I N G O N L Y I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 2 . 1 P R E L I M I N A R Y P L A T . . . . . . . . . . . . 1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITEPREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTSOF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONSWITH THE SOILS ENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTIONDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSSSLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUMSLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' INHEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGNDRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATIONOF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR AFINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TOTOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOILMATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THESITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREASDESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITEAS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS,ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BEESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OFGRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIEDTOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, ORBETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION O P E R A T I O N S , T R A F F I C A N D E R O S I O N . R E P A I R A L L A R E A S T H A T H A V E BECOME RUTTED BY TRAFFIC OR ER O D E D B Y W A T E R O R H A S S E T T L E D B E L O W T H E C O R R E C T G R A D E . A L L A R E A S DISTURBED BY THE CONTRACTOR'S O P E R A T I O N S S H A L L B E R E S T O R E D T O E Q U A L O R B E T T E R T H A N O R I G I N A L CONDITION OR TO THE REQUIREMEN T S O F T H E N E W W O R K . 12.PRIOR TO PLACEMENT OF THE AGGR E G A T E B A S E , A T E S T R O L L W I L L B E R E Q U I R E D O N T H E S T R E E T A N D / O R PARKING AREA SUBGRADE. THE CON T R A C T O R S H A L L P R O V I D E A L O A D E D T A N D E M A X L E T R U C K W I T H A G R O S S WEIGHT OF 25 TONS. THE TEST ROLL I N G S H A L L B E A T T H E D I R E C T I O N O F T H E S O I L S E N G I N E E R A N D S H A L L B E COMPLETED IN AREAS AS DIRECTED B Y T H E S O I L S E N G I N E E R . T H E S O I L S E N G I N E E R S H A L L D E T E R M I N E W H I C H SECTIONS OF THE STREET OR PARKI N G A R E A A R E U N S T A B L E . C O R R E C T I O N O F T H E S U B G R A D E S O I L S S H A L L B E COMPLETED IN ACCORDANCE WITH T H E R E Q U I R E M E N T S O F T H E S O I L S E N G I N E E R . 13. TOLERANCES13.1.THE BUILDING SUBGRADE FINIS H E D S U R F A C E E L E V A T I O N S H A L L N O T V A R Y B Y M O R E T H A N 0 . 3 0 F O O T ABOVE, OR 0.30 FOOT BELOW, T H E P R E S C R I B E D E L E V A T I O N A T A N Y P O I N T W H E R E M E A S U R E M E N T I S M A D E . 13.2.THE STREET OR PARKING AREA S U B G R A D E F I N I S H E D S U R F A C E E L E V A T I O N S H A L L N O T V A R Y B Y M O R E T H A N 0.05 FOOT ABOVE, OR 0.10 FOOT B E L O W , T H E P R E S C R I B E D E L E V A T I O N O F A N Y P O I N T W H E R E M E A S U R E M E N T IS MADE.13.3.AREAS WHICH ARE TO RECEIVE T O P S O I L S H A L L B E G R A D E D T O W I T H I N 0 . 3 0 F O O T A B O V E O R B E L O W T H E REQUIRED ELEVATION, UNLESS D I R E C T E D O T H E R W I S E B Y T H E E N G I N E E R . 13.4.TOPSOIL SHALL BE GRADED TO P L U S O R M I N U S 1 / 2 I N C H O F T H E S P E C I F I E D T H I C K N E S S . 14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROT E C T N E W L Y G R A D E D A R E A S F R O M T R A F F I C A N D E R O S I O N , A N D K E E P A R E A FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AN D R E E S T A B L I S H G R A D E S I N S E T T L E D , E R O D E D A N D R U T T E D A R E A S T O SPECIFIED TOLERANCES. DURIN G T H E C O N S T R U C T I O N , I F R E Q U I R E D , A N D D U R I N G T H E W A R R A N T Y P E R I O D , ERODED AREAS WHERE TURF IS T O B E E S T A B L I S H E D S H A L L B E R E S E E D E D A N D M U L C H E D . 14.3.WHERE COMPLETED COMPACTE D A R E A S A R E D I S T U R B E D B Y S U B S E Q U E N T C O N S T R U C T I O N O P E R A T I O N S OR ADVERSE WEATHER, CONTR A C T O R S H A L L S C A R I F Y , S U R F A C E , R E S H A P E , A N D C O M P A C T T O R E Q U I R E D DENSITY PRIOR TO FURTHER C O N S T R U C T I O N . GENERAL GRADING NOTES: 8 1 9 S P O T G R A D E E L E V A T I O N ( F L O W L I N E U N L E S S O T H E R W I S E N O T E D ) 1 . 0 ' C O N T O U R E L E V A T I O N I N T E R V A L G R A D I N G P L A N L E G E N D : 8 9 1 . 0 8 9 1 . 0 G S P O T G R A D E E L E V A T I O N G U T T E R 8 9 1 . 0 B C S P O T G R A D E E L E V A T I O N B A C K O F C U R B ( T O P O F C U R B ) 8 9 1 . 0 B S / T S S P O T G R A D E E L E V A T I O N B O T T O M O F S T A I R S / T O P O F S T A I R S E X . 1 ' C O N T O U R E L E V A T I O N I N T E R V A L 8 9 1 T . O . T I P O U T ( T . O . ) C U R B A N D G U T T E R W H E R E A P P L I C A B L E - T A P E R G U T T E R S T O D R A I N A S S H O W N E X I S T I N G A N D P R O P O S E D D R A I N A G E A R R O W S P E R G E O T E C H N I C A L R E P O R T B Y X X X X X . , D A T E D X X X X X G R O U N D W A T E R W A S N O T O B S E R V E D I N B O R I N G S R A N G I N G F R O M X X X X X . G R O U N D W A T E R I N F O R M A T I O N : C I T Y O F R O S E M O U N T G R A D I N G N O T E S : 1 . R E S E R V E D F O R C I T Y S P E C I F I C G R A D I N G N O T E S . S E E S W P P P O N S H E E T S S W 1 . 0 - S W 1 . 5 E R O S I O N C O N T R O L N O T E S : I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 3 . 0 G R A D I N G P L A N . . . . . . . . . . . . 9'-6" CLEARANCE BAR FES 4IE=956.70CBMH 2RE=959.00IE=956.25EXCB 1RE=960.17EX IE=956.1EX SUMP=955.6PROP IE NE=956.2(CORE DRILL) E X C B 1 0 R E = 9 5 9 . 0 8 E X I E = 9 5 5 . 8 P R O P I E = 9 5 5 . 9 0 ( C O R E D R I L L ) C B M H 1 1 R E = 9 5 8 . 6 5 I E = 9 5 6 . 0 0 C B 1 3 R E = 9 5 8 . 6 5 I E = 9 5 6 . 2 5 18 LF 15" RCP@ 0.25%121 LF 15" RCP@ 0.25% 4 0 L F 1 5 " R C P @ 0 . 2 5 % 4 3 L F 1 5 " R C P @ 0 . 2 5 % S T U B S A N I T A R Y T O 5 ' F R O M B U I L D I N G I E @ S T U B = 9 5 2 . 2 0 C O O R D . W / M E C H ' L CONNECT TO EX X"SANITARY STUB W/ X" X 6"WYEEX IE X"=949.4± (VERIFY)PROP IE 6"=950.0 1 1 4 L F 6 " S A N @ 2 . 0 0 % 1 . 5 " W A T E R , S T U B T O W I T H I N 5 ' F R O M B U I L D I N G , C O O R D . W / M E C H ' L M A K E 1 . 5 " W E T T A P C O N N E C T I O N T O E X I S T I N G W A T E R M A I N W I T H C O R P S T O P A N D B O X , C O O R D . W I T H C I T Y 4 5 ° B E N D W / C L E A N O U T R E M O V E A N D R E L O C A T E E X I S T I N G H Y D R A N T A N D G A T E V A L V E T O 4 ' F R O M B A C K O F C U R B . C O O R D . W I T H C I T Y 5 3 L F 1 5 " R C P @ 0 . 2 5 % C B M H 1 2 R E = 9 5 8 . 6 5 I E = 9 5 6 . 1 4 CBMH 3RE=959.00IE=956.55 14 LF 15" RCP@ 1.07%RELOCATE UTIL PEDAS REQUIRED ASWELL AS AND FEEDERLINES FOR REQUIREDCOVER V E R I F Y D E P T H A N D L O C A T I O N O F U T I L R E L O C A T E I F R E Q U I R E D VERIFY DEPTH ANDLOCATION OF UTILRELOCATE IF REQUIRED ADJUST RIM OF EXISTINGCATCH BASIN TO MATCHPROPOSED GRADES E X I S T I N G 1 5 " F E S S H A L L B E R E M O V E D A N D P I P E B U L K H E A D E D P E R C I T Y S T A N D A R D S PROOF D R A I N DOWNS P O U T T O SOUTH1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OFDISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILTIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION"AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA(CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY ANDTHE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USEDOR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) UNLESSOTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) UNLESSOTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE ORTO END OF FLARED END SECTION.10. UTILTIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDINGFOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURALAND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PERDETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPEDELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURBUNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITHCITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAI N T A I N A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SE W E R LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE W I T H CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCUTRES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH T H E MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION O F UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BESAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THECONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS O F T H E MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTC D ) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE,BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STR E E T S SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL B E PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROP O S E D GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MU S T B E COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST M E E T OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL CORDINATE ALL WORK WITH PRIVATE UTILITYCOMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVI C E T O UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVESNECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MU S T B E USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBAS I N S , OR OTHER STRUCTURES.GENERAL UTILITY NOTES: M A N H O L E O R C A T C H B A S I N W A T E R M A I N U T I L I T Y L E G E N D : S A N I T A R Y S E W E R S T O R M S E W E R C I T Y O F R O S E M O U N T U T I L I T Y N O T E S : 1 . P R I O R T O R E L O C A T I O N O F T H E E X I S T I N G H Y D R A N T , T H E C I T Y M U S T B E C O N T A C T E D A M I N I M U M O F 4 8 H O U R S I N A D V A N C E O F C O N S T R U C T I O N P E R I N S P E C T I O N . 2 . T H E 1 . 5 " W A T E R S E R V I C E S H O U L D B E A P P R O V E D B Y T H E C I T Y ' S B U I L D I N G O F F I C E A N D F I R E M A R S H A L . 3 . T H E D E V E L O P E R S H O U L D C O O R D I N A T E W I T H P R I V A T E U T I L I T Y C O M P A N I E S T H A T A R E C U R R E N T L Y L O C A T E D O N S I T E . I F R E L O C A T I O N I S N E C E S S A R Y , I T S H O U L D B E T H E R E S P O N S I B I L I T Y O F T H E D E V E L O P E R T O W O R K D I R E C T L Y W I T H T H E P R I V A T E U T I L I T Y C O M P A N I E S . M A N H O L E O R C A T C H B A S I N C A T C H B A S I N I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N C 4 . 0 U T I L I T Y P L A N . . . . . . . . . . . . 9'-6" CLEARANCE BAR L A W N D E C O R A T I V E B O U L D E R , T Y P . 1 - R B 3 - R B 1 - S H L 5 - GLS 1 - SHL1 - SHL6 - PMD20 - AC 1 - SHL 4 - GLS 2 - G L S 1 - SHL1 - SHL 12 - KCC1 - SHL L A W N LAWNLAWN L A W N 12 - LGR 5 - GLS 1 2 - P M D 2 5 - L G R 10 - L G R 6 - L G R 4 - W L C 6 - W L C 1 4 7 S F 7 1 S F 1 4 7 S F 295 SF92 SF 87 SF 70 SF 333 SF212 SF 246 SF 229 SF341 SF 401 SFEDGING, TYP.EDGING, TYP.3 - GLS5 - LBG11 - PMD5 - LBG12- LBG 2 4 6 S F 2 - G L S 1 1 - L B G 4 - K F G 5 - W L C 1 1 - L G R 1 7 - L G R 2 - K F G 3 - W L C 7 - L G R 5 - A C 6 - K F G 6 - W L C 1 0 - K F G 1 7 - L G R 37 - LBG 11 - PMD6 - LGR 1 0 - L G R 19 - L B G 6 - L G R 1 5 - P M D 4 9 - K F G 1 5 - E R C 1 - R B 3 5 - A C 4 - E R C 1 - SHL1 - GLS 1 - SSC 1 - S S C 4 - AC 4 - A C 1 - SHL E D G I N G , T Y P . 1.ALL SHRUB BEDS SHALL BE MULCHED WITH 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCHOVER WEED BARRIER. OWNER'S REP SHALL APPROVE MULCH SAMPLE PRIOR TO INSTALLATION.EDGING SHALL BE METAL EDGING OR APPROVED EQUAL.2.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDSAND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTORIS RESPONSIBLE FOR MAINTAINING PLUMBNESS OF PLANT MATERIAL FOR DURING OF ACCEPTANCEPERIOD.3.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THESCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.4.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUTTHE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BEWARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.5.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER LOAM AND SOD ASSPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.6.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTINGFIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OFTREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TOINSTALLATION.7.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.8.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'SACTIVITIES.9.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPECONTRACTOR'S ACTIVITIES.LANDSCAPE NOTES: I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N L 1 . 0 L A N D S C A P E P L A N . . . . . . . . . . . . 2 4 9 0 4 P a t r i c k J . S a r v e r L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 L E G E N D P R O P O S E D C A N O P Y & E V E R G R E E N T R E E S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S S O D D E C O R A T I V E B O U L D E R S , 1 8 " - 3 0 " D I A . P R O P O S E D D E C I D U O U S A N D E V E R G R E E N S H R U B S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S P R O P O S E D P E R E N N I A L P L A N T S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S 1 " D I A . D E C O R A T I V E R O C K M U L C H O V E R F I L T E R F A B R I C , S A M P L E S R E Q U I R E D PLANTING PLA N - E N T I R E S I T E SYMQUANT. C O M M O N N A M E B O T A N I C A L N A M E S I Z E R O O T C O M M E N T S DE C I D U O U S T R E E S SHL9SKY L I N E H O N E Y L O C U S T G e d i t s i a t r i a c a n t h o s ' S k y c o l e ' 2 . 5 " C A L B & B S T R A I G H T L E A D E R . F U L L F O R M RB5RIV E R B I R C H ( C L U M P F O R M ) B e t u l a n i g r a ( c l u m p ) 2 . 5 " C A L B & B S T R A I G H T L E A D E R . F U L L F O R M EVE R G R E E N T R E E S ERC19EAS T E R N R E D C E D A R J u n i p e r u s v i r g i n i a n a 6 ' H e i g h t B & B S T R A I G H T L E A D E R . F U L L F O R M OR N A M E N T A L T R E E S SSC2SP R I N G S N O W F L O W E R I N G C R A B A P P L E M a l u s ' S p r i n g S n o w ' 1 . 5 " C A L . B & B S T R A I G H T L E A D E R . F U L L F O R M DE C I D U O U S & E V E R G R E E N S H R U B S AC68ALP I N E C U R R A N T R i b e s a l p i n u m # 5 C O N T . D E N S E B R A N C H I N G GLS22GR O - L O W F R A G R A N T S U M A C R h u s a r o m a t i c a ' G r o - L o w ' # 5 C O N T . D E N S E B R A N C H I N G PER E N N I A L S & G R A S S E S KFG71KAR L F O E R S T E R G R A S S C a l a m a g r o s t i s x a c u t i f l o r a " K a r l F o e r s t e r " # 1 C O N T . LBG89BLU E H E A V E N L I T T L E B L U E S T E M G R A S S S c h i z a c h y r i u m s c o p a r i u m ' B l u e H e a v e n ' # 1 C O N T . KCC12KIT C A T C A T M I N T N e p e t a x f a a s s e n i i ' K i t C a t ' # 1 C O N T . WLC24WA L K E R ' S L O W C A T M I N T N e p e t a x f a a s s e n i i ' W a l k e r ' s L o w ' # 1 C O N T . LGR127LITT L E G O L D S T A R R U D B E C K I A R u d b e c k i a f u l g i d a ' G o l d s t u r m ' # 1 C O N T . PMD55PAR D O N M E D A Y L I L Y H e m e r o c a l l i s ' P a r d o n M e ' # 1 C O N T . TOTAL TREES=35LANDSCAPE CALC U L A T I O N S : 1 . E N T I R E S I T E S H A L L B E F U L L Y I R R I G A T E D . T H E C O N T R A C T O R S H A L L S U B M I T I R R I G A T I O N S H O P D R A W I N G S F O R R E V I E W A N D A P P R O V A L B Y T H E L A N D S C A P E A R C H I T E C T P R I O R T O I N S T A L L A T I O N . 2 . S E E M E C H A N I C A L A N D E L E C T R I C A L P L A N S A N D S P E C I F I C A T I O N S F O R I R R I G A T I O N W A T E R , M E T E R , A N D P O W E R C O N N E C T I O N S . 3 . C O N T R A C T O R T O V E R I F Y L O C A T I O N O F A L L U N D E R G R O U N D / A B O V E G R O U N D F A C I L I T I E S P R I O R T O A N Y E X C A V A T I O N / I N S T A L L A T I O N . A N Y D A M A G E T O U N D E R G R O U N D / A B O V E G R O U N D F A C I L I T I E S S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R A N D C O S T S A S S O C I A T E D W I T H C O R R E C T I N G D A M A G E S S H A L L B E B O R N E E N T I R E L Y B Y T H E C O N T R A C T O R . 4 . S E R V I C E E Q U I P M E N T A N D I N S T A L L A T I O N S H A L L B E P E R L O C A L U T I L I T Y C O M P A N Y S T A N D A R D S A N D S H A L L B E P E R N A T I O N A L A N D L O C A L C O D E S . E X A C T L O C A T I O N O F S E R V I C E E Q U I P M E N T S H A L L B E C O O R D I N A T E D W I T H T H E L A N D S C A P E A R C H I T E C T O R E Q U I V A L E N T A T T H E J O B S I T E . 5 . C O N T R A C T O R S H A L L C O O R D I N A T E W I T H L O C A L U T I L I T Y C O M P A N Y F O R T H E P R O P O S E D E L E C T R I C A L S E R V I C E A N D M E T E R I N G F A C I L I T I E S . 6 . I R R I G A T I O N W A T E R L I N E C O N N E C T I O N S I Z E I S 1 - 1 2 " A T B U I L D I N G . V E R I F Y W I T H M E C H A N I C A L P L A N S . C O V A G E . 7 . A L L M A I N L I N E S S H A L L B E 1 8 " B E L O W F I N I S H E D G R A D E . 8 . A L L L A T E R A L L I N E S S H A L L B E 1 2 " B E L L O W F I N I S H E D G R A D E . 9 . A L L E X P O S E D P V C R I S E R S , I F A N Y , S H A L L B E G R A Y I N C O L O R . 1 0 . C O N T R A C T O R S H A L L L A Y A L L S L E E V E S A N D C O N D U I T A T 2 ' - 0 " B E L O W T H E F I N I S H E D G R A D E O F T H E T O P O F P A V E M E N T . E X T E N D S L E E V E S T O 2 ' - 0 " B E Y O N D P A V E M E N T . 1 1 . C O N T R A C T O R S H A L L M A R K T H E L O C A T I O N O F A L L S L E E V E S A N D C O N D U I T W I T H T H E S L E E V I N G M A T E R I A L " E L L E D " T O 2 ' - 0 " A B O V E F I N I S H E D G R A D E A N D C A P P E D . 1 2 . F A B R I C A T E A L L P I P E T O M A N U F A C T U R E ' S S P E C I F I C A T I O N S W I T H C L E A N A N D S Q U A R E C U T J O I N T S . U S E Q U A L I T Y G R A D E P R I M E R A N D S O L V E N T C E M E N T F O R M U L A T E D F O R I N T E N D E D T Y P E O F C O N N E C T I O N . 1 3 . B A C K F I L L A L L T R E N C H E S W I T H S O I L F R E E O F S H A R P O B J E C T S A N D D E B R I S . 1 4 . A L L V A L V E B O X E S A N D C O V E R S S H A L L B E B L A C K I N C O L O R . 1 5 . G R O U P V A L V E B O X E S T O G E T H E R F O R E A S E W H E N S E R V I C E I S R E Q U I R E D . L O C A T E I N P L A N T B E D A R E A S W H E N E V E R P O S S I B L E . 1 6 . I R R I G A T I O N C O N T R O L L E R L O C A T I O N S H A L L B E V E R I F I E D O N - S I T E W I T H O W N E R ' S R E P R E S E N T I V E . 1 7 . C O N T R O L W I R E S : 1 4 G A U G E D I R E C T B U R I A L , S O L I D C O P P E R I R R I G A T I O N W I R E . R U N U N D E R M A I N L I N E . U S E M O I S T U R E - P R O O F S P L I C E S A N D S P L I C E O N L Y A T V A L V E S O R P U L L B O X E S . R U N S E P A R A T E H O T A N D C O M M O N W I R E T O E A C H V A L V E A N D O N E ( 1 ) S P A R E W I R E A N D G R O U N D T O F U R T H E S T V A L V E F R O M C O N T R O L L E R . L A B E L O R C O L O R C O D E A L L W I R E S . 1 8 . A V O I D O V E R S P R A Y O N B U I L D I N G S , P A V E M E N T , W A L L S A N D R O A D W A Y S B Y I N D I V I D U A L L Y A D J U S T I N G R A D I U S O R A R C O N S P R I N K L E R H E A D S A N D F L O W C O N T R O L O N A U T O M A T I C V A L V E . 1 9 . A D J U S T P R E S S U R E R E G U L A T I N G V A L V E S F O R O P T I M U M P R E S S U R E O N S I T E . 2 0 . U S E S C R E E N S O N A L L H E A D S . 2 1 . P R E S E N T I V E . A S E T O F A S - B U I L T D R A W I N G S S H A L L B E M A I N T A I N E D O N - S I T E A T A L L T I M E S I N A N U P D A T E D C O N D I T I O N . 2 2 . A L L P I P E 3 " A N D O V E R S H A L L H A V E T H R U S T B L O C K I N G A T E A C H T U R N . 2 3 . A L L A U T O M A T I C R E M O T E C O N T R O L V A L V E S W I L L H A V E 3 " M I N I M U M D E P T H O F 3 / 4 " W A S H E D G R A V E L U N D E R N E A T H V A L V E A N D V A L V E B O X . G R A V E L S H A L L E X T E N T 3 " B E Y O N D P E R I M E T E R O F V A L V E B O X . 2 4 . T H E R E S H A L L B E 3 " M I N I M U M S P A C E B E T W E E N B O T T O M O F V A L V E B O X C O V E R A N D T O P O F V A L V E S T R U C T U R E . I R R I G A T I O N N O T E S : I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N L 1 . 1 L A N D S C A P E P L A N N O T E S & D E T A I L S . . . . . . . . . . . . 2 4 9 0 4 P a t r i c k J . S a r v e r L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 SHREDDED HARDWOOD MULCH TO OUTER EDGE OF SAUCER.KEEP MULCH 2" FROM TRUNK. COLOR TO BE DETERMINED BYTHE OWNERS REP PRIOR TO ORDERING.EXISTING GRADE PRUNE AS FIELD DIRECTED BY LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLEBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLSHRUBN T S4 L E G E N D P R O P O S E D C A N O P Y & E V E R G R E E N T R E E S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S S O D D E C O R A T I V E B O U L D E R S , 1 8 " - 3 0 " D I A . P R O P O S E D D E C I D U O U S A N D E V E R G R E E N S H R U B S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S P R O P O S E D P E R E N N I A L P L A N T S Y M B O L S - S E E S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S 1 " D I A . D E C O R A T I V E R O C K M U L C H O V E R F I L T E R F A B R I C , S A M P L E S R E Q U I R E D FACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADE WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED 18" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T S STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT SLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN1EXISTING GRADEDO NOT EXCAVATEBELOW ROOTBALL STAKING OPTIONAL-SEE SPECIFICATIONSTHREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH BLACK RUBBERHOSE COLLARSTRUNK FLARE JUNCTION:PLANT TREE 1"-2" ABOVE EXISTINGGRADE1-1/2" TRAP STONE MULCH TO OUTER EDGEOF SAUCER. KEEP MULCH 2" FROM TRUNKCUT AND REMOVE BURLAP FROM TOP 1/3 OFROOT BALL. IF NON-BIODEGRADABLE, REMOVECOMPLETELYSLOPE SIDES OF HOLEBACKFILL AS SPECIFIEDTHREE TIMES WIDTHOF ROOTBALL PRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)DECIDUOUS TREEN T S21-1/2" TRAP STONE MULCH TO OUTER EDGEOF SAUCER. KEEP MULCH 2" FROM TRUNKEXISTING GRADE PRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)STAKING OPTIONAL-SEE SPECIFICATIONSTHREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITHTWO STRANDS OF WIRE TWISTED TOGETHER. STAKESSHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALLBE THREADED THROUGH BLACK RUBBER HOSE COLLARSTRUNK FLARE JUNCTION:PLANT TREE 1"-2" ABOVE EXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IFNON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLEBACKFILL AS SPECIFIEDDO NOT EXCAVATE BELOW ROOTBALLTHREE TIMES WIDTHOF ROOTBALLEVERGREEN TREEN T S3 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N L 1 . 2 L I G H T I N G P L A N . . . . . . . . . . . . C O N S T R U C T I O N E N T R A N C E P E R I M E T E R E R O S I O N C O N T R O L A T C O N S T R U C T I O N L I M I T S , T Y P . P E R I M E T E R E R O S I O N C O N T R O L A T C O N S T R U C T I O N L I M I T S , T Y P . PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP. I N L E T P R O T E C T I O N , T Y P . INLET PROTECTION, TYP.INLET PROTECTION AT NEARESTDOWNSTREAM CB'S, TYP. I N L E T P R O T E C T I O N A T N E A R E S T D O W N S T R E A M C B ' S , T Y P . I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N S W 1 . 0 S W P P P - E X I S T I N G C O N D I T I O N S . . . . . . . . . . . . P R O P O S E D M A N H O L E O R C A T C H B A S I N P R O P O S E D G A T E V A L V E P R O P O S E D S A N I T A R Y S E W E R P R O P O S E D S T O R M S E W E R L E G E N D : P R O P O S E D F I R E H Y D R A N T E X I S T I N G L I G H T E X I S T I N G G A S M E T E R E X I S T I N G M A N H O L E E X I S T I N G C A T C H B A S I N E X I S T I N G G A T E V A L V E E X I S T I N G H Y D R A N T E X I S T I N G G A S V A L V E E X I S T I N G E L E C T R I C B O X E X I S T I N G U N D E R G R O U N D C A B L E E X I S T I N G U N D E R G R O U N D E L E C T R I C E X I S T I N G S T O P B O X E X I S T I N G G A S M A I N E X I S T I N G W A T E R M A I N E X I S T I N G S T O R M S E W E R 9 3 2 P R O P O S E D S P O T G R A D E E L E V A T I O N 1 ' C O N T O U R E L E V A T I O N I N T E R V A L S I L T F E N C E / B I O R O L L - G R A D I N G L I M I T 9 3 2 . 0 9 3 2 . 0 X E X I S T I N G S P O T G R A D E E L E V A T I O N E X . 1 ' C O N T O U R E L E V A T I O N I N T E R V A L 9 3 2 S T A B I L I Z E D C O N S T R U C T I O N E N T R A N C E D R A I N A G E A R R O W 1. THE OWNER/ CONTRACTOR IS REQUIRED TO ENSURE THAT EROSION ANDSEDIMENT CONTROL IS IN CONFORMANCE WITH THE MINNESOTA POLLUTIONCONTROL AGENCY'S BEST MANAGEMENT PRACTICES. COMPLIANCE WITH THEREQUIREMENTS OF THE NPDES PERMIT IS THE RESPONSIBILITY OF THEOWNER/CONTRACTOR. DOCUMENTATION OF PERMIT ACQUISITION SHALL BEFORWARDED TO THE CITY PRIOR TO ISSUANCE OF A BUILDING PERMIT.CITY OF ROSEMOUNT EROSION CONTROL NOTES:1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE ANMPCA NPDES PERMIT. AN EROSION CONTROL PERMIT IS ALSOREQUIRED FROM THE CITY OF ROSEMOUNT.2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES: 9'-6" CLEARANCE BAR C O N S T R U C T I O N E N T R A N C E P E R I M E T E R E R O S I O N C O N T R O L A T C O N S T R U C T I O N L I M I T S , T Y P . P E R I M E T E R E R O S I O N C O N T R O L A T C O N S T R U C T I O N L I M I T S , T Y P . PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP. I N L E T P R O T E C T I O N , T Y P . INLET PROTECTION, TYP.INLET PROTECTION AT NEARESTDOWNSTREAM CB'S, TYP. I N L E T P R O T E C T I O N A T N E A R E S T D O W N S T R E A M C B ' S , T Y P . I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 0 1 " = 2 0 ' - 0 " 2 0 ' - 0 " 1 0 ' - 0 " N G O P H E R S T A T E O N E C A L L W W W . G O P H E R S T A T E O N E C A L L . O R G ( 8 0 0 ) 2 5 2 - 1 1 6 6 T O L L F R E E ( 6 5 1 ) 4 5 4 - 0 0 0 2 L O C A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N S W 1 . 1 S W P P P - P R O P O S E D C O N D I T I O N S . . . . . . . . . . . . P R O P O S E D M A N H O L E O R C A T C H B A S I N P R O P O S E D G A T E V A L V E P R O P O S E D S A N I T A R Y S E W E R P R O P O S E D S T O R M S E W E R L E G E N D : P R O P O S E D F I R E H Y D R A N T E X I S T I N G L I G H T E X I S T I N G G A S M E T E R E X I S T I N G M A N H O L E E X I S T I N G C A T C H B A S I N E X I S T I N G G A T E V A L V E E X I S T I N G H Y D R A N T E X I S T I N G G A S V A L V E E X I S T I N G E L E C T R I C B O X E X I S T I N G U N D E R G R O U N D C A B L E E X I S T I N G U N D E R G R O U N D E L E C T R I C E X I S T I N G S T O P B O X E X I S T I N G G A S M A I N E X I S T I N G W A T E R M A I N E X I S T I N G S T O R M S E W E R 9 3 2 P R O P O S E D S P O T G R A D E E L E V A T I O N 1 ' C O N T O U R E L E V A T I O N I N T E R V A L S I L T F E N C E / B I O R O L L - G R A D I N G L I M I T 9 3 2 . 0 9 3 2 . 0 X E X I S T I N G S P O T G R A D E E L E V A T I O N E X . 1 ' C O N T O U R E L E V A T I O N I N T E R V A L 9 3 2 S T A B I L I Z E D C O N S T R U C T I O N E N T R A N C E D R A I N A G E A R R O W 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF ROSEMOUNT EROSION CONTROL NOTES:1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE ANMPCA NPDES PERMIT. AN EROSION CONTROL PERMIT IS ALSOREQUIRED FROM THE CITY OF ROSEMOUNT.2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES: I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N S W 1 . 2 S W P P P - D E T A I L S . . . . . . . . . . . . OVERFLOW AT TOP OFFILTER ASSEMBLY OVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRIC FILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINT EXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUM PLANFINISHEDGRADETO CONSTRUCTION AREA 35' REXISTINGUNDISTURBEDROADWAYN T S 30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS 24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE 1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3 F I L T E R F A B R I C A S S P E C I F I E D EXISTING GROUNDSURFACE D I R E C T I O N O F F L O W W O O D E N S T A K E S 1 / 2 " X 2 " X 1 6 " M I N . P L A C E D 1 0 ' O . C . W H E N I N S T A L L E D O N G R O U N D . I F I N S T A L L E D O N P V M T . P R O V I D E S A N D B A G S B E H I N D A N D O N T O P A T M I N . 1 0 ' O . C . 8" MIN. SEDIMENT BIO-R O L L / C O M P O S T F I L T E R L O G N T S F I L L E R A S S P E C I F I E D NOTE:1. COMPOST FILTER LOGS (BIO ROLL S ) S H A L L B E F I L T R E X X E R O S I O N C O N T R O L S O X X O R A P P R O V E D E Q U A L . 2. COMPOST FILLER TO BE MADE FR O M A C O M P O S T B L E N D 3 0 % - 4 0 % G R A D E 2 ( S P E C 3 8 9 0 ) A N D 6 0 % - 7 0 % PARTIALLY DECOMPOSED WOOD CH I P S , P E R M N D O T S P E C 3 8 9 7 . 3. FILTER FABRIC SHALL BE GEOTEX T I L E K N I T T E D M A T E R I A L W I T H M A X . O P E N I N G S O F 3 / 8 " . 4. IF MULTIPLE ROLLS NEEDED, OVE R L A P B Y M I N . 1 2 " A T E N D S A N D S T A K E . 5. SILT SHALL BE REMOVED ONCE IT R E A C H E S 8 0 % O F T H E H E I G H T O F T H E R O L L O R A S D E E M E D N E C E S S A R Y BY SITE CONTRACTOR TO MAINTAIN P R O P E R F U N C T I O N . F I L L U P S T R E A M B A S E E D G E W I T H 2 " O F D I R T O R C O M P O S T T O E M B E D R O L L . 4 F I L T E R F A B R I C W I T H W I R E S U P P O R T N E T A S S P E C I F I E D . M E T A L P O S T A S S P E C I F I E D . F I L T E R F A B R I C A S S P E C I F I E D S E C U R E T O W I R E S U P P O R T N E T W I T H M E T A L C L I P S 1 2 " O . C . SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCH D I R E C T I O N O F F L O W A N C H O R F A B R I C W I T H S O I L , T A M P B A C K F I L L M E T A L P O S T S 8 ' - 0 " O . C . M A X . 24" 24"24"MIN. 6" 6 " SEDIMENT FEN C E N T S5 I S S U E / S U B M I T T A L S U M M A R Y D A T E D E S C R I P T I O N CULVERS ROSEMOUNT 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 14755 & 14785 ROBERT TRAIL SOUTH, ROSEMOUNT, MN 55068 CULVERS ROSEMOUNT PROJECT . . . . . . . . . . . . . . . . . . 1 0 / 2 3 / 1 5 C I T Y R E S U B M I T T A L 1 1 / 0 5 / 1 5 C I T Y R E S U B M I T T A L . . 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 C i v i l S i t e G r o u p . c o m M a t t P a v e k P a t S a r v e r 7 6 3 - 2 1 3 - 3 9 4 4 9 5 2 - 2 5 0 - 2 0 0 3 9 / 2 8 / 1 5 C I T Y S U B M I T T A L 4 4 2 6 3 M a t t h e w R . P a v e k L I C E N S E N O . D A T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . 1 1 / 0 5 / 1 5 R E V I S I O N S U M M A R Y D A T E D E S C R I P T I O N S W 1 . 3 S W P P P - N A R R A T I V E . . . . . . . . . . . . THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEA S U R E IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATI O N SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2013 # MNR100001 PAGES 1-35) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSIO N A N D SEDIMENTATION CONTROL.PART III STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPP (PART III.A)THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN S H E E T S AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND T Y P E S OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS.4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (PART III.B)6. CLEAR AND GRUB REMAINDER OF SITE7. STRIP AND STOCKPILE TOPSOIL8. ROUGH GRADING OF SITE9. STABILIZE DENUDED AREAS AND STOCKPILES10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES11. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S12. INSTALL STREET SECTION13. INSTALL CURB AND GUTTER14. BITUMINOUS ON STREETS15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND17. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) (PART III.C)18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREA S DISTURBED BY THE REMOVAL.RECORDS RETENTION (PART III.E):THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTIO N B Y THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DU R I N G NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED I N PART II.C. THIS DOES NOT INCLUDE ANY RECORDS 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 (SEE PART IV.E. INSPECTIONS AND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTH E R BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS.PART IV. CONSTRUCTION ACTIVITY REQUIREMENTSEROSION PREVENTION (PART IV.B):THE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPEGRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION, SO THAT THE INSPECTION AND MAINTENANCE REQUIREMENTS OF PART IV.E. ARE COMPLIED W I T H . THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE ETC.) ON THE DEVELOPMENT SITE BEFORE WORK B E G I N S . ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT NO LATER THAN THE END OF THE NEXT WORK DAY WHENEARTH-DISTURBING ACTIVITIES WILL CEASE FOR AT LEAST 14 DAYS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEA N AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILA R SURFACES ARE EXEMPT FROM THIS REQUIREMENT BUT MUST COMPLY WITH PART IV.C.5.SOILS WITHIN 200 FEET OF A PUBLIC WATER (AS DESIGNATED BY THE MINNESOTA DNR) MUST BE STABILIZED WITHIN 24 HOURS DURING FISH SPAWNING TIMES.THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION S I T E , O R DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE W A T E R . STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER.STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO ASURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED.TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO R O L L S , SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENTSYSTEM.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER.SEED NOTES (PART III.A.4.A):ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATI O N S . BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE AP P L I E D AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.SEDIMENT CONTROL (PART IV.C):SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS.a.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WIT H ROCK CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS.b.IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS MUST BE INSTAL L E D T O ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN PART III.A.4, A. THROUGH C.c.IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOP E S WITH A GRADE OF 3:1 OR STEEPER.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESEPRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G.THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBIN G , O R PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLEDIMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF T H E ACTIVITY IS NOT COMPLETE.ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET H A V E BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED A N D THE PERMITTEE(S) HAVE RECEIVED WRITTEN CORRESPONDENCE FROM THE JURISDICTIONAL AUTHORITY (E.G. CITY/COUNTY/TOWNSHIP/MNDOT ENGINEER) VERIFYING T H E N E E D F O R R E M O V A L . T H E W R I T T E N C O R R E S P O N D E N C E M U S T B E D O C U M E N T E D I N T H E S W P P P O R A V A I L A B L E W I T H I N 7 2 H O U R S U P O N R E Q U E S T . W H E N W R I T T E N C O R R E S P O N D E N C E C A N N O T B E O B T A I N E D I N A T I M E L Y M A N N E R , T H E S P E C I F I C I N L E T P R O T E C T I O N C A N B E R E M O V E D T O A L L E V I A T E T H E I M M E D I A T E S A F E T Y C O N C E R N . H O W E V E R , E F F O R T S T O O B T A I N W R I T T E N C O R R E S P O N D E N C E M U S T B E D O C U M E N T E D I N T H E S W P P P A N D A V A I L A B L E W I T H I N 7 2 H O U R S U P O N R E Q U E S T . P E R M I S S I O N T O R E M O V E I N L E T P R O T E C T I O N B A S E D O N A S P E C I F I C S A F E T Y C O N C E R N M U S T S T I L L B E O B T A I N E D F R O M T H E J U R I S D I C T I O N A L A U T H O R I T Y W I T H I N 3 0 D A Y S O F R E M O V A L . T E M P O R A R Y S O I L S T O C K P I L E S M U S T H A V E S I L T F E N C E O R O T H E R E F F E C T I V E S E D I M E N T C O N T R O L S , A N D C A N N O T B E P L A C E D I N S U R F A C E W A T E R S , I N C L U D I N G S T O R M W A T E R C O N V E Y A N C E S S U C H A S C U R B A N D G U T T E R S Y S T E M S , O R C O N D U I T S A N D D I T C H E S U N L E S S T H E R E I S A B Y P A S S I N P L A C E F O R T H E S T O R M W A T E R . V E H I C L E T R A C K I N G O F S E D I M E N T F R O M T H E C O N S T R U C T I O N S I T E ( O R O N T O S T R E E T S W I T H I N T H E S I T E ) M U S T B E M I N I M I Z E D B Y B M P S S U C H A S S T O N E P A D S , C O N C R E T E O R S T E E L W A S H R A C K S , O R E Q U I V A L E N T S Y S T E M S . S T R E E T S W E E P I N G M U S T B E U S E D I F S U C H B M P S A R E N O T A D E Q U A T E T O P R E V E N T S E D I M E N T F R O M B E I N G T R A C K E D O N T O T H E S T R E E T ( S E E P A R T I V . E . 4 . D . ) . T H E P E R M I T E E M U S T M I N I M I Z E S O I L C O M P A C T I O N A N D , U N L E S S I N F E A S I B L E , P R E S E R V E T O P S O I L . M I N I M I Z I N G S O I L C O M P A C T I O N I S N O T R E Q U I R E D W H E R E T H E F U N C T I O N O F T H E S P E C I F I C A R E A O F T H E S I T E D I C T A T E S T H A T I T B E C O M P A C T E D . M E T H O D S F O R M I N I M I Z I N G C O M P A C T I O N I N C L U D E T H E U S E O F T R A C K E D E Q U I P M E N T , A N D S T A Y I N G O F F O F A R E A S T O B E L E F T U N - C O M P A C T E D . M E T H O D S T O P R E S E R V E T O P S O I L I N C L U D E S T R I P P I N G A N D S T O C K P I L I N G T O P S O I L P R I O R T O G R A D I N G O R E X C A V A T I O N O P E R A T I O N S . T H E P E R M I T T E E M U S T I N S T A L L T E M P O R A R Y S E D I M E N T A T I O N B A S I N S A S R E Q U I R E D I N P A R T I I I . B . O F T H I S P E R M I T . D E W A T E R I N G A N D B A S I N D R A I N I N G ( P A R T I V . D ) : D E W A T E R I N G O R B A S I N D R A I N I N G ( E . G . , P U M P E D D I S C H A R G E S , T R E N C H / D I T C H C U T S F O R D R A I N A G E ) R E L A T E D T O T H E C O N S T R U C T I O N A C T I V I T Y T H A T M A Y H A V E T U R B I D O R S E D I M E N T L A D E N D I S C H A R G E W A T E R M U S T B E D I S C H A R G E D T O A T E M P O R A R Y O R P E R M A N E N T S E D I M E N T A T I O N B A S I N O N T H E P R O J E C T S I T E W H E N E V E R P O S S I B L E . I F T H E W A T E R C A N N O T B E D I S C H A R G E D T O A S E D I M E N T A T I O N B A S I N P R I O R T O E N T E R I N G T H E S U R F A C E W A T E R , I T M U S T B E T R E A T E D W I T H T H E A P P R O P R I A T E B M P ' S S U C H T H A T T H E D I S C H A R G E D O E S N O T A D V E R S E L Y A F F E C T T H E R E C E I V I N G W A T E R , D O W N S T R E A M L A N D O W N E R S O R W E T L A N D S . T H E C O N T R A C T O R M U S T E N S U R E T H A T D I S C H A R G E P O I N T S A R E A D E Q U A T E L Y P R O T E C T E D F R O M E R O S I O N A N D S C O U R . T H E D I S C H A R G E M U S T B E D I S P E R S E D O V E R N A T U R A L R O C K R I P R A P , S A N D B A G S , P L A S T I C S H E A T H I N G O R O T H E R A C C E P T E D E N E R G Y D I S S I P A T I O N M E A S U R E S . A D E Q U A T E S E D I M E N T A T I O N C O N T R O L M E A S U R E S A R E R E Q U I R E D F O R D I S C H A R G E W A T E R T H A T C O N T A I N S S U S P E N D E D S O L I D S . F I L T E R B A C K W A S H W A T E R S M U S T B E H A U L E D A W A Y F O R D I S P O S A L , R E T U R N E D T O T H E B E G I N N I N G O F T H E T R E A T M E N T P R O C E S S , O R I N C O R P O R A T E I N T O T H E S I T E I N A M A N N E R T H A T D O E S N O T C A U S E E R O S I O N . D I S C H A R G E O F T H E B A C K W A S H W A T E R T O S A N I T A R Y S E W E R I S A L L O W E D W I T H P E R M I S S I O N O F T H E S A N I T A R Y S E W E R A U T H O R I T Y . I N S P E C T I O N S A N D M A I N T E N A N C E ( P A R T I V . E ) : T H E C O N T R A C T O R I S R E S P O N S I B L E A T A L L T I M E S F O R T H E M A I N T E N A N C E A N D P R O P E R O P E R A T I O N O F E R O S I O N A N D S E D I M E N T C O N T R O L F A C I L I T I E S . T H E C O N T R A C T O R S H A L L A T A M I N I M U M , I N S P E C T , M A I N T A I N A N D R E P A I R A L L D I S T U R B E D S U R F A C E S A N D A L L E R O S I O N A N D S E D I M E N T C O N T R O L F A C I L I T I E S A N D S O I L S T A B I L I Z A T I O N M E A S U R E S O N C E E V E R Y S E V E N ( 7 ) D A Y S D U R I N G A C T I V E C O N S T R U C T I O N A N D W I T H I N 2 4 H O U R S F O L L O W I N G A R A I N F A L L O F 0 . 5 I N C H E S O R G R E A T E R A N D W I T H I N 7 D A Y S A F T E R T H A T . C O N T I N U E I N S P E C T I O N A C T I V I T I E S U N T I L L A N D - D I S T U R B I N G A C T I V I T Y H A S C E A S E D . T H E R E A F T E R T H E C O N T R A C T O R S H A L L P E R F O R M T H E S E R E S P O N S I B I L I T I E S A T L E A S T W E E K L Y U N T I L V E G E T A T I V E C O V E R I S E S T A B L I S H E D . I N S P E C T I O N S M U S T I N C L U D E S T A B I L I Z E D A R E A S , E R O S I O N P R E V E N T I O N A N D S E D I M E N T C O N T R O L B M P ' S A N D I N F I L T R A T I O N A R E A S . B A S E D O N I N S P E C T I O N R E S U L T S T H E C O N T R A C T O R M A Y M O D I F Y T H E S W P P P I N O R D E R T O P R E V E N T P O L L U T A N T S F R O M L E A V I N G T H E S I T E V I A S T O R M W A T E R R U N O F F . T H I S M O D I F I C A T I O N M U S T B E M A D E W I T H I N 7 C A L E N D A R D A Y S O F T H E I N S P E C T I O N U N L E S S O T H E R W I S E R E Q U I R E D B Y T H E T E R M S O F T H E P E R M I T , L E G A L , R E G U L A T O R Y , O R P H Y S I C A L A C C E S S C O N S T R A I N T S . I N S P E C T I O N R E P O R T S M U S T B E R E C O R D E D W I T H I N 2 4 H O U R S I N W R I T I N G A N D K E P T O N F I L E B Y T H E C O N T R A C T O R A S A N I N T E G R A L P A R T O F T H E S W P P P O N S I T E A N D T H E N F O R A T L E A S T 3 Y E A R S F R O M T H E D A T E O F C O M P L E T I O N O F T H I S P R O J E C T . A L L P E R I M E T E R C O N T R O L D E V I C E S M U S T B E R E P A I R E D , R E P L A C E D O R S U P P L E M E N T E D W H E N T H E Y B E C O M E N O N F U N C T I O N A L O R T H E S E D I M E N T R E A C H E S 1 / 2 O F T H E H E I G H T O F T H E D E V I C E . T H E S E R E P A I R S M U S T B E M A D E B Y T H E E N D O F T H E N E X T B U S I N E S S D A Y A F T E R D I S C O V E R Y , O R T H E R E A F T E R A S S O O N A S F I E L D C O N D I T I O N S A L L O W A C C E S S . R E M O V E A L L D E L T A S A N D S E D I M E N T D E P O S I T E D I N S U R F A C E W A T E R S , I N C L U D I N G D R A I N A G E W A Y S , C A T C H B A S I N S , A N D O T H E R D R A I N A G E S Y S T E M S , A N D R E S T A B I L I Z E T H E A R E A S W H E R E S E D I M E N T R E M O V A L R E S U L T S I N E X P O S E D T O P S O I L . T H I S R E M O V A L A N D S T A B I L I Z A T I O N M U S T T A K E P L A C E W I T H I N 7 D A Y S O F D I S C O V E R Y U N L E S S P R E C L U D E D B Y L E G A L , R E G U L A T O R Y , O R P H Y S I C A L A C C E S S C O N S T R A I N T S . S E E ( A T T A C H M E N T A : C O N S T R U C T I O N S W P P P T E M P L A T E ) F O R S I T E S P E C I F I C I N S P E C T I O N S A N D M A I N T E N A N C E R E Q U I R E M E N T S . P O L L U T I O N P R E V E N T I O N M A N A G E M E N T ( P A R T I V . F ) : T H E C O N T R A C T O R S H A L L I M P L E M E N T T H E F O L L O W I N G P O L L U T I O N P R E V E N T I O N M A N A G E M E N T M E A S U R E S O N T H E S I T E ; S O L I D W A S T E : C O L L E C T E D S E D I M E N T , A S P H A L T A N D C O N C R E T E M I L L I N G S , F L O A T I N G D E B R I S , P A P E R , P L A S T I C , F A B R I C , C O N S T R U C T I O N A N D D E M O L I T I O N D E B R I S A N D O T H E R W A S T E S M U S T B E D I S P O S E D O F P R O P E R L Y A N D M U S T C O M P L Y W I T H M I N N E S O T A P O L L U T I O N C O N T R O L A G E N C Y ( M P C A ) D I S P O S A L R E Q U I R E M E N T S . H A Z A R D O U S M A T E R I A L S : O I L , G A S O L I N E , P A I N T A N D A N Y H A Z A R D O U S S U B S T A N C E S M U S T B E P R O P E R L Y S T O R E D , I N C L U D I N G S E C O N D A R Y C O N T A I N M E N T , T O P R E V E N T S P I L L S , L E A K S O R O T H E R D I S C H A R G E . R E S T R I C T E D A C C E S S T O S T O R A G E A R E A S M U S T B E P R O V I D E D T O P R E V E N T V A N D A L I S M . S T O R A G E A N D D I S P O S A L O F H A Z A R D O U S W A S T E M U S T B E I N C O M P L I A N C E W I T H M P C A R E G U L A T I O N S . E X T E R N A L W A S H I N G O F T R U C K S A N D O T H E R C O N S T R U C T I O N V E H I C L E S M U S T B E L I M I T E D T O A D E F I N E D A R E A O F T H E S I T E . R U N O F F M U S T B E C O N T A I N E D A N D W A S T E W A T E R P R O P E R L Y D I S P O S E D O F . N O E N G I N E D E G R E A S I N G I S A L L O W E D O N S I T E . C O N C R E T E W A S H O U T : A L L L I Q U I D A N D S O L I D W A S T E S G E N E R A T E D B Y C O N C R E T E W A S H O U T O P E R A T I O N S M U S T B E C O N T A I N E D I N A L E A K P R O O F C O N T A I N M E N T F A C I L I T Y O R I M P E R M E A B L E L I N E R . A C O M P A C T E D C L A Y L I N E R T H A T D O E S N O T A L L O W W A S H O U T L I Q U I D S T O E N T E R T H E G R O U N D I S C O N S I D E R E D A N I M P E R M E A B L E L I N E R . T H E L I Q U I D A N D S O L I D W A S T E S M U S T N O T C O N T A C T T H E G R O U N D , A N D T H E R E M U S T N O T B E R U N O F F F R O M T H E C O N C R E T E W A S H O U T O P E R A T I O N S O R A R E A S . L I Q U I D A N D S O L I D W A S T E S M U S T B E D I S P O S E D O F P R O P E R L Y A N D I N C O M P L I A N C E W I T H M P C A R E G U L A T I O N S . A S I G N M U S T B E I N S T A L L E D A D J A C E N T T O E A C H W A S H O U T F A C I L I T Y T O I N F O R M C O N C R E T E E Q U I P M E N T O P E R A T O R S T O U T I L I Z E T H E P R O P E R F A C I L I T I E S . C O N C R E T E W A S H O U T M A Y A L S O O C C U R O F F S I T E A C C O R D I N G T O T H E A P P R O P R I A T E R E G U L A T I O N S . F U E L I N G O P E R A T I O N P L A N : A L L F U E L I N G S H A L L T A K E P L A C E A T T H E D E S I G N A T E D F U E L I N G L O C A T I O N A N D A C C O R D I N G T O B E S T P R A C T I C E S F O R S I T E F U E L I N G O P E R A T I O N S A S T O M I N I M I Z E T H E P O T E N T I A L F O R S P I L L S . S P I L L P R E V E N T I O N P L A N : A L L S P I L L S S H A L L B E I M M E D I A T E L Y C L E A N E D U P A F T E R D I S C O V E R Y . T H E S I T E S U P E R I N T E N D E N T , W H O I S R E S P O N S I B L E F O R D A Y - T O - D A Y O N S I T E C O N S T R U C T I O N O P E R A T I O N S W I L L B E T H E S P I L L P R E V E N T I O N C O O R D I N A T O R A N D W I L L B E R E S P O N S I B L E F O R I M P L E M E N T I N G C L E A N U P P R O C E D U R E S , P O S T I N G C L E A N U P R E C O M M E N D A T I O N S , A N D E N S U R I N G P R O P E R C L E A N U P T R A I N I N G O F A P P R O P R I A T E P E R S O N N E L . S A N I T A R Y A N D S E P T I C W A S T E : S A N I T A R Y / S E P T I C F A C I L I T I E S S H A L L B E P R O V I D E D A N D M A I N T A I N E D I N A N E A T A N D S A N I T A R Y C O N D I T I O N , F O R T H E U S E O F T H E C O N T R A C T O R ' S E M P L O Y E E S . A L I C E N S E D S A N I T A R Y W A S T E M A N A G E M E N T C O N T R A C T O R A S R E Q U I R E D B Y S T A T E R E G U L A T I O N S W I L L C O L L E C T S A N I T A R Y W A S T E F R O M P O R T A B L E U N I T S . F I N A L S T A B I L I Z A T I O N ( P A R T I V . G ) : T H E C O N T R A C T O R M U S T E N S U R E F I N A L S T A B I L I Z A T I O N O F T H E S I T E A C C O R D I N G T H E D E F I N I T I O N S I N T H E N P D E S G E N E R A L P E R M I T P A R T I V S E C T I O N G . T H E C O N T R A C T O R M U S T S U B M I T A N O T I C E O F T E R M I N A T I O N ( N . O . T . ) W I T H I N 3 0 D A Y S A F T E R F I N A L S T A B I L I Z A T I O N I S C O M P L E T E O R W I T H I N 7 D A Y S A F T E R S E L L I N G T H E S I T E O R P O R T I O N O F T H E S I T E ( T H A T H A S N O T U N D E R G O N E F I N A L S T A B I L I Z A T I O N ) T O A N O T H E R P A R T Y . A C O P Y O F T H I S N O T I C E O F T E R M I N A T I O N / P E R M I T M O D I F I C A T I O N F O R M M U S T G O T O T H E N E W O W N E R . T H E O R I G I N A L C U R R E N T O W N E R M U S T P R O V I D E A S W P P P T O T H E N E W O W N E R T H A T S P E C I F I C A L L Y A D D R E S S E S T H E R E M A I N I N G C O N S T R U C T I O N A C T I V I T Y . S E E T H E S W P P P P L A N S H E E T S A N D S W P P P N A R R A T I V E ( A T T A C H M E N T A : C O N S T R U C T I O N S W P P P T E M P L A T E ) A N D S W P P P P L A N S H E E T S F O R F I N A L S T A B I L I Z A T I O N M E A S U R E S GENERAL SWPPP REQUIREMENTS AND NOTES: O W N E R : C U L V E R S R O S E M O U N T 1 4 7 5 5 & 1 4 7 8 5 R O B E R T T R A I L S O U T H R O S E M O U N T , M N 5 5 0 6 8 O W N E R I N F O R M A T I O N T R A I N I N G ( P A R T I I I . A . 2 ) P A R T Y R E S P O N S I B L E F O R L O N G T E R M O P E R A T I O N A N D M A I N T E N A N C E O F P E R M A N E N T S T O R M W A T E R M A N A G E M E N T S Y S T E M D E S I G N E N G I N E E R : M A T T H E W R . P A V E K P . E . T R A I N I N G C O U R S E : D E S I G N O F S W P P P T R A I N I N G E N T I T Y : U N I V E R S I T Y O F M I N N E S O T A I N S T R U C T O R : J O H N C H A P M A N D A T E S O F T R A I N I N G C O U R S E : 5 / 1 5 / 2 0 1 1 - 5 / 1 6 / 2 0 1 1 T O T A L T R A I N I N G H O U R S : 1 2 R E - C E R T I F I C A T I O N : 1 / 1 3 / 1 4 - 1 / 1 3 / 1 4 ( 8 H O U R S ) , E X P . 5 / 3 1 / 2 0 1 7 C O N T A C T : T B D P E R M A N E N T S T O R M W A T E R M A N A G E M E N T I S N O T R E Q U I R E D A S P A R T O F T H I S P R O J E C T T O M E E T N P D E S P E R M I T R E Q U I R E M E N T S . T H E P R O P E R T Y O W N E R I S R E S P O N S I B L E F O R T H E L O N G T E R M O P E R A T I O N A N D M A I N T E N A N C E O F T H E P R O P O S E D S T O R M W A T E R S Y S T E M . A R E A S A N D Q U A N T I T I E S ( P A R T I I I . A . 4 . B & C ) : S W P P P C O N T A C T P E R S O N C O N T R A C T O R : S W P P P I N S P E C T O R T R A I N I N G : A L L S W P P P I N S P E C T I O N S M U S T B E P E R F O R M E D B Y A P E R S O N T H A T M E E T S T H E T R A I N I N G R E Q U I R E M E N T S O F T H E N P D E S C O N S T R U C T I O N S I T E P E R M I T . T R A I N I N G C R E D E N T I A L S S H A L L B E P R O V I D E D B Y T H E C O N T R A C T O R A N D K E P T O N S I T E W I T H T H E S W P P P N O T E : Q U A N T I T I E S A R E F O R I N F O R M A T I O N A L P U R P O S E S O N L Y . C O N T R A C T O R S H A L L D E T E R M I N E F O R T H E M S E L V E S T H E E X A C T Q U A N T I T I E S F O R B I D D I N G A N D C O N S T R U C T I O N . S U P P L E M E N T A R Y S I T E S P E C I F I C E R O S I O N C O N T R O L N O T E S : T H E S E N O T E S S U P E R C E D E A N Y G E N E R A L S W P P P N O T E S . T H I S P R O J E C T I S G R E A T E R T H A N 1 . 0 A C R E S S O A N N P D E S P E R M I T I S R E Q U I R E D A N D N E E D S T O B E S U B M I T T E D T O T H E M P C A . T H E C O N T R A C T O R I S R E Q U I R E D T O F O L L O W T H E G U I D E L I N E S I N T H E N P D E S P E R M I T T H R O U G H O U T C O N S T R U C T I O N . S W P P P A T T A C H M E N T S ( O N L Y A P P L I C A B L E I F S I T E I S 1 A C R E O R G R E A T E R ) : C O N T R A C T O R S H A L L O B T A I N A C O P Y O F T H E F O L L O W I N G S W P P P A T T A C H M E N T S W H I C H A R E A P A R T O F T H E O V E R A L L S W P P P P A C K A G E : A T T A C H M E N T A . C O N S T R U C T I O N S W P P P T E M P L A T E - S I T E S P E C I F I C S W P P P D O C U M E N T A T T A C H M E N T B . C O N S T R U C T I O N S T O R M W A T E R I N S P E C T I O N C H E C K L I S T A T T A C H M E N T C . M A I N T E N A N C E P L A N F O R P E R M A N E N T S T O R M W A T E R T R E A T M E N T S Y S T E M S A T T A C H M E N T D : S T O R M W A T E R M A N A G E M E N T R E P O R T - O N F I L E A T T H E O F F I C E O F P R O J E C T E N G I N E E R . A V A I L A B L E U P O N R E Q U E S T . A T T A C H M E N T E : G E O T E C H N I C A L E V A L U A T I O N R E P O R T - O N F I L E A T T H E O F F I C E O F P R O J E C T E N G I N E E R . A V A I L A B L E U P O N R E Q U E S T . P R O J E C T N A R R A T I V E : T H E P R O P O S E D P R O J E C T I S T H E D E V E L O P M E N T O F A C O M M E R C I A L R E S T A U R A N T B U I L D I N G O N A C U R R E N T L Y V A C A N T L O T . G R A D I N G A N D L A N D S C A P E I M P R O V E M E N T S W I L L O C C U R . S P E C I A L T M D L B M P R E Q U I R E M E N T S S I T E S P E C I F I C ( I F R E Q U I R E D ) : 1 . D U R I N G C O N S T R U C T I O N : A . S T A B I L I Z A T I O N O F A L L E X P O S E D S O I L A R E A S M U S T B E I N I T I A T E D I M M E D I A T E L Y T O L I M I T S O I L E R O S I O N B U T I N N O C A S E C O M P L E T E D L A T E R T H A N S E V E N ( 7 ) D A Y S A F T E R T H E C O N S T R U C T I O N A C T I V I T Y I N T H A T P O R T I O N O F T H E S I T E H A S T E M P O R A R I L Y O R P E R M A N E N T L Y C E A S E D . B . T E M P O R A R Y S E D I M E N T B A S I N R E Q U I R E M E N T S D E S C R I B E D I N P A R T I I I . C . M U S T B E U S E D F O R C O M M O N D R A I N A G E L O C A T I O N S T H A T S E R V E A N A R E A W I T H F I V E ( 5 ) O R M O R E A C R E S D I S T U R B E D A T O N E T I M E . 2 . P O S T C O N S T R U C T I O N : T H E W A T E R Q U A L I T Y V O L U M E T H A T M U S T B E R E T A I N E D O N S I T E B Y T H E P R O J E C T ' S P E R M A N E N T S T O R M W A T E R M A N A G E M E N T S Y S T E M D E S C R I B E D I N P A R T I I I . D . S H A L L B E O N E ( 1 ) I N C H O F R U N O F F F R O M T H E N E W I M P E R V I O U S S U R F A C E S C R E A T E D B Y T H E P R O J E C T . S E E P A R T I I I . D . 1 . F O R M O R E I N F O R M A T I O N O N I N F I L T R A T I O N D E S I G N , P R O H I B I T I O N S A N D A P P R O P R I A T E S I T E C O N D I T I O N S . P E R M A N E N T S T A B I L I Z A T I O N N O T E S S I T E S P E C I F I C : P E R M A N E N T S E E D M I X · F O R T H I S P R O J E C T A L L A R E A S T H A T A R E N O T T O B E S O D D E D O R L A N D S C A P E D S H A L L R E C E I V E A N A T I V E P E R M A N E N T S E E D M I X . · · A R E A S I N B U F F E R S A N D A D J A C E N T T O O R I N W E T A R E A S M N D O T S E E D M I X 3 3 - 2 6 1 ( S T O R M W A T E R S O U T H A N D W E S T ) A T 3 5 L B S P E R A C R E . · · D R Y A R E A S M N D O T S E E D M I X 3 5 - 2 2 1 ( D R Y P R A I R I E G E N E R A L ) A T 4 0 L B S P E R A C R E . · M A I N T E N A N C E S H A L L B E I N A C C O R D A N C E T O T H E M N D O T S E E D I N G M A N U A L . MEMORANDUM DATE: November 10, 2015 TO: Kim Lindquist, Community Development Director CC: Patrick Wrase, Director of Public Works/City Engineer Jason Lindahl, Planner Amy Roudebush, Planning and Personnel Secretary FROM: Mitch Hatcher, Project Engineer RE: Culver’s Engineering Review SUBMITTAL: Site plans prepared by Civil Site Group are dated November 5, 2015. Engineering review comments were generated from the following documents included in the submittal:  Site plans (13 sheets) including: o Title Sheet o Boundary Survey and Topographic Survey o Preliminary Plat o Site, Grading, Utility, Lighting, Erosion Control, and Landscape Plan SITE PLAN AND UTILITY COMMENTS: 1. Label lowest opening elevations (LOE). Include LOE for the properties adjacent, west of the site. 2. Existing contours should extend outside the property limits to show where water is entering the site. STORMWATER MANAGEMENT: 3. Existing and proposed drainage area maps need to include offsite drainage coming onto the property from the west. Existing drainage areas should be divided to show the portions that flow north and south. 4. Existing and proposed drainage area maps need to be updated to verify the rates into the storm sewer system in TH 3 from the proposed site are less than the existing conditions. Two separate point discharge locations, north and south, should be evaluated. 5. No calculations were provided to verify storm sewer was designed to accommodate the 10- year rainfall event. Should you have any questions or comments regarding the items listed above, please contact me at 651-322-2015.