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HomeMy WebLinkAbout9.b. Request by Akron 42, LLC, for Approval of Preliminary and Final Plats and Rezoning of a portion of the site to develop a 212-unit multifamily community EXECUTIVE SUMMARY Regular City Council Meeting: November 15, 2022 AGENDA ITEM: Request by Akron 42, LLC, for approval of Rezoning, Preliminary and Final Plats to develop a multifamily community AGENDA SECTION: New Business PREPARED BY: Julia Hogan, Planner AGENDA NO. 9.b ATTACHMENTS: Ordinance; Resolution; Excerpt from the October 25, 2022 Planning Commission Meeting; Excerpt from the September 27, 2022 Planning Commission Meeting; Staff Report from the September 27, 2022 Planning Commission Meeting; Site Location; Final Plat; Updated Site Development Plans; Updated Architectural Drawings; Traffic Memorandum; City Engineer’s Memo Dated September 14, 2022; Parks and Recreations Director’s Memo dated October 19, 2022 APPROVED BY: LJM RECOMMENDED ACTION: 1. Motion to adopt an Ordinance amending Ordinance B City of Rosemount Zoning Ordinance for Prestwick Place 24th Addition to rezone the site from C4 PUD – General Commercial Planned Unit Development to R4 – High Density Residential, subject to Metropolitan Council approval of the Comprehensive Land Use Plan change of the site from CC-Community Commercial to HDR-High Density Residential. 2. Motion to adopt a Resolution approving the Preliminary and Final Plats for Prestwick Place 24th Addition, subject to the conditions in the Resolution. PLANNING COMMISSION MEETING 10-25-2022 The Planning Commission reopened the public hearing at their October 25, 2022 meeting to further review the request submitted by Akron 42, LLC for rezoning of the site from C4 PUD – General Commercial Planned Unit Development to R4 – High Density Residential, preliminary and final plats, and site plan review for the development of a multifamily community. This item was previously tabled by the Planning Commission at their September 27, 2022 meeting due to the Commission requesting additional information from the applicant before further reviewing the project request. The applicant had submitted the requested additional information which included: updated architectural drawings, updated landscaping plan, and a traffic study. The applicant explained to the Commission that some updates from the September 27th, 2022 meeting included adding additional screening around the pool area since the pool could not be moved further north on site due to setback restrictions and reducing the southwestern portion of the building to three stories in height so that it was more cohesive with the neighborhood 2 located to the west of the site. The landowner, Akron 42, LLC, had a representative at the meeting who spoke to the Commission about the site and explained the history of the area. The representative explained that the site was dedicated for commercial use back in 2007 and had marketed the land for commercial use since that time and had lack of commercial interest for the site. The representative also explained that since the reguiding of the northern portion of the site to HDR - High Density Residential there has been renewed interest from commercial users in the southern portion of the site that is still designated for commercial use. The Planning Commission received public comments from residents during the reopened public hearing portion. Some of the comments included concerns regarding traffic, public safety, potential over capacity of the schools in the city, and security onsite. There were representatives from both the City and the County at the meeting to speak on some of the concerns and questions that came up during discussion between the commissioners and the public hearing. The Rosemount City Administrator answered questions regarding public safety and school capacity within the city. The City’s Public Works Director spoke on traffic concerns regarding city streets near the site while a representative from Dakota County spoke on the traffic concerns surrounding Akron Ave and County Road 42. The Commission expressed their appreciation to the applicant for listening to both the public and their concerns on the previously submitted building/landscape plans and submitting updated ones to reflect that. One adjustment the Commission was wanting to see from the applicant was the change in exterior color of the building. The current dark coloring at the top of the proposed building, the Commission explained, made the building look heavier and out of place with the surrounding area. The applicant agreed to look at different color options for the exterior of the building. The majority of the Planning Commission agreed that this project aligns with the reguiding of the site to HDR - High Density Residential, meets the city zoning requirements for the high-density residential zoning district and ultimately reflects the visioning exercise of this area that was completed back in 2021. The Planning Commission voted 4-2 to recommend approval of the rezoning of the site from C4 PUD – General Commercial Planned Unit Development to R4 – High Density Residential. The Commission then voted 5-1 to recommend approval for the preliminary and final plats and 5-1 to approve the site plan review for the proposed multifamily community. Because site plan reviews are acted upon by the Planning Commission, the actions required of the City Council related to the proposed development at this time are for a rezoning, preliminary and final plats. BACKGROUND The Planning Commission held a public hearing at their September 27, 2022 meeting to review the request submitted by Akron 42, LLC for preliminary and final plats, site plan review, and rezoning to develop a multifamily community on 7.97-acres west of Akron Avenue and north of 145th Street (County Road 42). The Planning Commission voted to continue this item to the October 25, 2022 meeting to allow the applicant and staff the opportunity to provide additional information and updated plans. The Commission asked the applicant to provide the following: updated architectural drawings, updated landscaping plan, and a traffic study. From staff, the Commission requested additional comments from the Parks and Recreation department, which an additional memo was provided detailing the basis for how dedication of land or fee-in-lieu is determined. The applicant provided updated plans and architectural drawings showing the decrease in the southern portion of the proposed apartment building from four stories in height to three stories prior to the October Planning Commission meeting. This decrease also changed the number of proposed units that will be within the apartment building. Originally, there were 225 units being proposed, but now the applicant is proposing for there to be 212 units within the apartment building. The applicant has also updated their landscape plan to meet the landscape requirement and as well as to add additional screening 3 to the pool and patio area on the western portion of the site. As part of the visioning exercise for this area along County Road 42 and Akron Ave that was completed in 2021, city staff along with the Planning Commission, City Council and Port Authority agreed upon the visioning for this area to be a mixture of higher density residential and commercial uses, with residential development occurring in the northern portion of the parent parcel and the remaining area continuing to be designated for commercial use. ISSUE ANALYSIS – UPDATED INFORMATION With the submission of updated information, staff will provide additional analysis as warranted below. For further background information, please refer to the September 27, 2022 Planning Commission report. Legal Authority Preliminary and final plat approvals and rezonings, are quasi-judicial decisions for the City meaning that 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 these applications meet the City’s established requirements they must be approved. Building Deign The applicant submitted updated architectural drawings showing the change in elevation in the southern portion of the proposed building. The Planning Commission had some concerns regarding the look of the long four-story building. The updated drawings now show that the southern portion of the building near the intersection of Abbeyfield Ave and the proposed street that will go between Akron Ave and Abbeyfield will be three stories in height. This has also decreased the number of units that will be within the building to 212 units. The Planning Commission also asked the applicant to change the color of the proposed exterior of the building from the proposed darker color shown in the architectural drawings to a lighter color to make it more cohesive with the surrounding area. Traffic The applicant did submit a traffic memorandum which documented the anticipated site trip generation, trip assignment, and the anticipated impact of the development on the surrounding roadways. It was concluded from the findings that the AM peak hour is projected to generate 78 trips and the PM peak hour is projected to generate 83 trips. The development is projected to generate 962 daily trips. Based on future trip distribution and assignment, all roadways in the area are expected to remain at acceptable capacity. Dakota County’s Plat Commission reviewed this item at their September 28, 2022 meeting and approved the preliminary and final plats for this item. The Plat Commission recommended an area traffic study to be done to understand future traffic needs for the intersections at Connemara Trail and Akron Ave and the restricted access location on Akron Ave between Connemara Trail and County Road 42. The Planning Commission received public comments related to concerns with potential traffic on to Ailesbury Ave with this new proposed apartment project. The City engineer explained at the September 27, 2022 meeting that the applicant’s plan for the entrance and exit to the site is further north of Ailesbury Ave, which makes a better connection to Connemara Trail than Ailesbury Ave. The location of this road between Akron Ave and Abbeyfield Ave has not changed and is still located north of Ailesbury Ave. Parks and Open Space One concern that arose during the September 27th Planning Commission meeting was issues surrounding the potential for overcrowding at nearby parks and the need for additional parks with new developments, like this project, coming in. The Parks and Recreation Director provided a memo describing the basis on which the City requests land or cash-in-lieu of land dedication for the City’s park system. A map is 4 included in the memo showing the placement of existing and planned parks in the area and the proximity of the subject parcel to those parks. Typical neighborhood parks such as Greystone Park and the future Talamore Park have playgrounds that are approximately 5,000 square feet in area. The playground in Ailesbury Park is over 10,000 square feet in area, making it one of the largest in the City’s park system. The area is well served by parks, and the request for cash-in-lieu of land dedication is consistent with the Parks Master Plan. The Planning Commission should note that park dedication, and the determination as to whether land or not the City requires land or fee-in-lieu is the purview of the Parks and Recreation Commission. Landscaping The original landscape plan was short by fourteen (14) trees. The landscape requirement for multi-family buildings taller than three stories is 8 trees plus one per every two units, or a total of 113 trees based on 225 units. With the reduction in units proposed within the apartment building the new landscape requirement would be 106 trees to be provided on site. The updated landscape plan shows 119 trees to be provided throughout the site with additional screening around the outdoor patio and pool area. The updated landscape plan now exceeds the City Code requirement for the property. RECOMMENDATION The Planning Commission and staff are recommending approval of rezoning of the northern portion of the site from C4 PUD – General Commercial Planned Unit Development to R4- High Density Residential and the preliminary and final plats to allow for the construction of a 212-unit apartment building on site. This reco mmendation is based upon the updated plans that have been submitted by the applicant and as well as the feedback received from the Planning Commission, public comments, and the information provided by the applicant reviewed in this report. City of Rosemount Ordinance No. B-XXX AN ORDINANCE AMENDING ORDINANCE B CITY OF ROSEMOUNT ZONING ORDINANCE Prestwick Place 24th Addition 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 C4 PUD – General Commercial Planned Unit Development to R4 – High Density Residential within the City of Rosemount legally described as follows: Outlot I, Prestwick Place, 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 15th day of November, 2022. CITY OF ROSEMOUNT William H. Droste, Mayor ATTEST: ______________________ Erin Fasbender, City Clerk CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2022 - XX A RESOLUTION APPROVING THE PRELIMINARY PLAT AND FINAL PLAT FOR PRESTWICK PLACE 24TH ADDITION WHEREAS, the City of Rosemount received a request for Preliminary Plat and Final Plat approval from Akron 42, LLC, concerning property legally described as: Outlot I, Prestwick Place, Dakota County, Minnesota WHEREAS, on September 27, 2022 the Planning Commission of the City of Rosemount held a public hearing and reviewed the Preliminary and Final Plats for Prestwick Place 24th Addition, and tabled the request to continue its review at a future meeting; and WHEREAS, on October 25, 2022 the Planning Commission held a public hearing and recommended approval of the Preliminary and Final Plats for Prestwick Place 24th Addition, subject to conditions; and WHEREAS, on November 15, 2022 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 Preliminary Plat and Final Plat for Prestwick Place 24th Addition, subject to the following conditions: a. Execution of a Subdivision Agreement. b. Conformance with all requirements of the City Engineer as detailed in the attached memorandum dated September 14, 2022. c. Incorporation of any easements necessary to accommodate drainage, ponding, streets and utilities. d. Payment of all applicable fees including GIS, Park Dedication and other fees identified in the current fee schedule. e. Payment of landscaping surety equal to 110% of the landscaping f. Payment of $530,000 for Fee-in-Lieu of Park Dedication. g. Payment of trunk area charges in the amount of: i. Sanitary Sewer Trunk Charges: $1,075/acre ii. Watermain Trunk Charge: $6,500/acre iii. Storm Sewer Trunk Charge: $6,865/acre ADOPTED this 15th day of November, 2022, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: __________________________________ Erin Fasbender, City Clerk EXCERPT FROM THE OCTOBER 25, 2022 PLANNING COMMISSION MEETING MINUTES 6.a. Request by Akron 42, LLC, for Approval of Preliminary and Final Plats, Site Plan Review, and Rezoning of a portion of the site to develop a 225-unit multi-family community. (22-76-SP, 22-78-FP, 22-79-PP, 22-80-RZ). Senior Planner Nemcek gave a presentation and summary of the staff report for the Planning Commission. Staff requested the public hearing be reopened from the hearing on September 27, 2022 due to a shortfall in the number of letters that should have gone out initially notified residents of the public hearing. New letters have since gone out to all appropriate property owners publicizing the public hearing taking place this evening. Commissioner Rivera requested that staff explain what the term “re-guided” means. Senior Planner Nemcek advised that the City has a comprehensive land use plan that is the overarching guide for development within the City. Below that is the zoning ordinance and the zoning map. When land is “re-guided” it changes the land use designation. Any future zoning must be consistent with the land use designation. Commissioner Kenninger re-opened the public hearing from September 27, 2022 at 7:10 pm. Public Comments: Andy Bolling, Roers Companies, Applicant, 2 Carlson Parkway, Suite 400, Plymouth , stated their team attempted to move the proposed pool to the northeastern side of the site but ran into setback issues that would have required a variance. The team included a different screening type of the pool area instead. Commissioner Reed stated that he has some concerns related to how the current plan compares to the original visioning study. Reed requested that the applicant discuss what factors went into the design. Mr. Bolling stated that it primarily came down to the zoning and units per acre. Joe Jablonski, representing Akron 42, LLC, Landowner, 16305 36th Avenue W, Plymouth, advised that Lennar is a part owner of the property. The property was marketed actively for the past 10 years. The property owner came to the Planning Commission in July of 2021 requesting that the northern portion of the property be rezoned from commercial to high-density residential. The Planning Commission approved the rezoning in July 2021. The southern part of the property is still zoned as commercial. Brooke Skin, 14363 Aldborough Avenue, discussed the proposed new schools for Rosemount. Ms. Skin stated that she spoke with the Financial Director of the school and they currently do not have the funding for the two new proposed schools. Nick Labell, 14260 Ailesbury Court, questioned what the screening for the pools actually are. He requested to know what material will be used. Mr. Labell requested that the developer explain what their security plan and how they are calculating their market rate pricing as well. Katie Nemitz, 14268 Alma Avenue, addressed the shortage of letters that the City sent out prior to the September meeting. If the correct number of letters were initially sent out, she suspects there would have been a higher number of attendees. Kevin Z., 14301 Ailesbury Ave, discussed the traffic safety for the neighborhood and the transition plan from single family to multi-family/apartment buildings. Kevin questioned the plan for the school district and new schools due to the growing population in Rosemount. concerns. Clay Maricle, 14388 Alma Avenue, stated that his neighborhood currently has 269 signatures of their petition to oppose rezoning of the plat for high density purposes. Mr. Maricle r equested that the commission vote against the rezoning. Evan Cesar, 14300 Ailesbury Avenue, requested that the commission hold off on approving the rezoning until the housing development along County Road 42 has started. Idolly Olivia, 14277 Ailesbury Avenue, discussed the challenges of finding day care within Rosemount. Ms. Olivia expressed concern for the safety issues that come with high density housing and requested to know what the plan is. Mike Polski, 14176 Ailesbury Avenue, stated concerns about increasing the population at the intersection of Akron Avenue and Connemara Trail. Sarah Sidwell, 14129 Abercorn Avenue, discussed concerns about safely accessing parks across Akron Avenue. Kristina Powell, 14240 Ailesbury Court, discussed the commercial needs east of Highway 3 so that residents can stay within Rosemount to get gas or go shopping. Tina Angerer, 14276 Ailesbury Avenue, stated that Rosemount has a hometown feel and would like to see that feel continue. Ms. Angerer requested that the commission consider more community space. MOTION by Kenninger to close the public hearing. Second by Reed. Ayes: 6. Nays: 0. Motion Passes. The public hearing closed at 7:43 pm. Additional Comments: Chair Kenninger summarized the questions stated and asked staff and the applicant for responses. Senior Planner Nemcek stated the visioning study for the site and area are currently just a concept plan. An application analysis has not been completed yet for the proposed project. The comprehensive plan identifies high density residential as compatible with most uses except industrial land use. Care should be taken to provide buffering, such as landscaping, distance, berms, etc. Nemcek addressed the vacant land on the east side of Rosemount. The majority of the east side of Rosemount is currently owned by Flint Hills Refinery. They have indicated that they would only allow industrial and business park development on their land. The eastern side of Dakota County Technical College (DCTC) is guided for business park and industrial uses. South of DCTC is contaminated. The area o f Dakota Aggregates is planned to be mined until 2040. Community Development Director Kienberger added the Port Authority is aware of the commercial and high- density acreage that resides in the City. The City is currently operating under the 2040 Land U se Plan as required by the Metropolitan Council. The plan gets updated every 10 years based on active reviews and assessments. Amendments can be granted within the Land Use Plan. City Administrator Martin updated the commission and public that the City meets with the School District every 2- 3 months to discuss population growth in the City and share other updates. The school district intends to come to tax payers for a bond referendum in Summer or Fall 2023. The school district currently owns lands at the intersection of Bonaire Path and Akron Avenue and also looking at an additional property to acquire. Mr. Martin addressed the concerns regarding the safety comments made. The Fire Department and Police Department are both a part of the development review committee. City Council has agreed to hire 1 new police officer every year as the population continues to grow. The Police Department is getting a new facility in 2024. Lennar has been approaching the City for many years requesting to put housing on the parcel of topic. The quadrant near DCTC is a high demand area for developers. The City has been protecting it to try and meet the commercial needs of residents. Retail is anchored by a density provider. The proposed development will help anchor retail interest to this quadrant. Life Time plans to join this quadrant in 2024. Community Development Director Kienberger discussed the shortage of letters that were mailed out prior to the original public hearing for the proposed developed. Staff has discussed adding additional feet as a best practice to the required “x-amount” of feet from a proposed project. Senior Planner Nemcek added that residents can sign up for email alerts for each city meeting. Commissioner Kenninger addressed the concerns regarding childcare. Senior Planner Nemcek advised that child care centers are permitted in commercial zoned areas and business park zoning district. Home day cares are a permitted use in residential areas as well. Public Works Director Egger spoke to the pedestrian improvements that were installed in the Akron Avenue area. Improvements are made when there is concentrated usage in a particular area. Egger thanked the audience for making staff aware that drivers are not acknowledging crosswalk signa ge and beacons. Law enforcement will be made aware of this issue to continue enforcement action. Akron Avenue is under the jurisdiction of Dakota County. The City does not have the ability to make improvements to Akron Avenue. Erin LaBrie - County Engineer with Dakota County, stated that the County has been working with the City to review proposed improvements for traffic impacts. Projects can be programmed if improvements are needed once a proposed development has been approved. Commissioner Reed questioned the buffer area west of the parcel, closest to the single-family homes. Senior Planner Nemcek advised that the pipeline companies have concerns about fill within their easement areas. Buffers are used for traffic and noise verse a residential use. Staff reviewed the landscaping plan for project. When the trees are planted, the coniferous trees are 6 feet in height and the deciduous trees are 2 ½ caliper inches at the base. Larger trees do not have the viability if they are transplanted. Commissioner Thiagarajan questioned where the mechanical units would be on the proposed plan. Senior Planner Nemcek stated that the code is written so that the units are not see at street level. In most cases, the units are placed on the roof. Andy Bolling with Roers Companies and their architect discussed design aspects of the building. Architects will review colors for lighter options to improve the scale perception of the building. Commissioner Rivera added that she went out to the proposed project area and advised that she could not envision the proposed apartment buildings in the location. Commissioners discussed their stance on the proposed project and how it will impact Rosemount as a whole. MOTION by Powell to recommend City Council approve a Zoning Map amendment to rezone the site from C4 PUD – Community Commercial Planned Unit Development to R4 – High Density Residential subject to Metropolitan Council approval of the Comprehensive Land Use Plan change of the site from CC - Community Commercial to HDR-High Density Residential. Second by Reed. Ayes: 4. Powell, Kenninger, Reed, Thiagarajan. Nays: 2. Rivera, Hebert. Motion Passed. MOTION by Reed to recommend City Council approve the Site Plan Review for the proposed multifamily community, subject to the following conditions: a. Approval of rezoning of the site from C4 PUD – Community Commercial Planned Unit Development to R4 – High Density Residential. b. Approval of the Preliminary and Final Plats for the Roers apartment project. c. Conformance with all requirements of the City Engineer as detailed in the attached memorandum dated September 14, 2022. d. Conformance with the conditions and standards within the Park and Recreation Directors Memorandum dated September 19, 2022. Second by Powell. Ayes: 5. Kenninger, Reed, Hebert, Thiagarajan, Powell. Nays: 1. Rivera. Motion Passed. MOTION by Kenninger to recommend City Council approve the Preliminary and Final Plats for the Roers Apartment Project, subject to the following conditions: a. Execution of a Subdivision Agreement. b. Conformance with all requirements of the City Engineer as detailed in the attached memorandum dated September 14, 2022. c. Incorporation of any easements necessary to accommodate drainage, ponding, streets and utilities. d. Payment of all applicable fees including GIS, Park Dedication, and other fees identified in the current fee schedule. e. Payment of a Landscaping Surety equal to 110% of the landscaping. f. Payment of $562,500 for Fee-in-Lieu of Park Dedication. g. Payment of trunk area charges in the amount of: i. Sanitary Sewer Trunk Charge: $1,075/acre ii. Watermain Trunk Charge: $6,500/acre iii. Storm Sewer Trunk Charge: $6,865/acre Second by Reed. Ayes: 5. Kenninger, Reed, Hebert, Thiagarajan, Powell. Nays: 1. Rivera. Motion Passed. EXCERPT FROM THE SEPTEMBER 27, 2022 PLANNING COMMISSION MEETING MINUTES 5.b. Request by Akron 42, LLC for Approval of Preliminary and Final Plats, Site Plan Review, and Rezoning of a portion of the site to develop a 225-unit multi-family community. (22-76-SP, 22-78-FP, 22-79-PP, 22-80-RZ) Planner Hogan gave a presentation and summary of the staff report for the Planning Commission . Commissioner Rivera clarified a similar application was brought before Planning Commission at a prior meeting where the Planning Commission chose not to vote in favor and City Counc il voted in favor of it. Staff confirmed the prior request was re-guiding the comprehensive plan and not rezoning. Also noted, this time there is an actual developer and project proposed for this property. Chair Kenninger informed all the comprehensive plan is helpful for developers to see the vision of what development is desired in the area long term completed every ten years. The public hearing opened at 8:52 pm. Public Comments: Andy Bolling, Roer Companies, Applicant, 2 Carlson Parkway, Suite 400, Plymouth, stated Lennar owns the property and noted the parcel to the south will be commercial which Roer is not purchasing. The 225 -unit market rate complex will be kept as close to county road 42 as possible and the parking will rema in behind the building. The northern stormwater area will be maintained. Construction will take approximately 1 ½ years. Kevin Zoch, 14301 Ailesbury Ave, stated that he’s concerned about the additional traffic this project would bring. The apartments would disrupt neighboring views and noise levels will be raised. Also concerned about the notices that were provided and stated the notices should have been issued further. Also voiced concerns about the number of parks in the area. Mr. Zoch also noted he started a petition for this item and there are over 125 signatures. Clayton Maricle, 14388 Alma Ave, stated that he highly disapproves placing low income housing units. Questioned whether the city and developer receive any additional funds or tax incentives for high density housing or low- income housing, i.e. federal/state grants. Thomas Hellmann, 14242 Ailesbury Court, stated that Connemara Trail traffic will be highly in creased with this proposed project. Nicolas Labelle, 14260 Ailesbury Court, stated the height of a four-story or five-story building doesn’t fit in this neighborhood. The pool and patio are right across from his yard, concerned about potential swearing and noise and questioned if the pool patio could go towards the other side where the noise wouldn’t impact as many people . Michael Sweeney, 14259 Alma Ave, stated that the closest park to the proposed development , Ailesbury Park, is already busy and now proposing so many additional people in the area will make it even more busy. Also, questioned the plans and renderings and the process of getting the area re-zoned. Brooke Skinn, 14363 Aldborough Ave, stated that the sports or activities that are scheduled in the surrounding park and with the cars parked on the street will cause additional safety concerns. She questioned whether the city has the resources (i.e. fire, police, schools, etc.) to provide for this additional population . Courtney Pennington, 14258 Ailesbury Court, questioned the plan for public safety and if the city has a plan in place to hire additional officers. Also concerned about the future of the middle and high school as additional space will be needed. Also wanted to know how to increase the public notice radius as the requirements for notices should be further than 500 feet. Evan Cesar, 14300 Ailesbury Ave, questioned where Lennar was this evening. Questioned the shortage on trees and parking, but how both could be added. James Arndt, 14245 Ailesbury Ave, asked the commissioners to listen to the citizens that currently live here rather than the people who do not. Allison Rothstein, 14237 Ailesbury Ave, stated that their neighborhood is currently safe, and their kids are their main concern. Dan Tong, 14358 Alma Ave, stated that there is concern about additional traffic driving through their neighborhood. Brian Ludvigson, 14312 Aldborough, stated he reviewed the comprehensive plan online and the plan stat es to provide adequate transitions between uses of land. He believes having high density flowing into low density does not meet that statement. Kristina Powell, 14240 Ailesbury Court, stated that the increase in traffic and the safety of the neighborhood is concerning. Jessica Schwartz, 14185 Ailesbury Ave, stated that Rosemount currently doesn’t have enough police and fire to support the additional people. Also stated the neighborhood is currently outnumbered by the number of children to adults. Brian Schwartz, 14185 Ailesbury Ave, stated that the potential crime increase is concerning. Crime statistics should be discussed when reviewing potential projects. Katie Nemitz, 14268 Alma Ave, inquired about how full the current apartment buildings in Rosemount are. Kendra Eisenschenk, 14301 Ailesbury Ave, stated that it’s concerning that the City Council didn’t listen to the Planning Commissions’ decision. MOTION by Kenninger to close the public hearing. Second by Thiagarajan. Ayes: 7. Nays: 0. Motion Passes. The public hearing closed at 9:34 pm. Additional Comments: Chair Kenninger summarized the questions stated and asked staff members for a response. Chair Kenninger inquired how it’s determined how many police officers and fire fighters are on staff. Hogan stated interdepartmental meetings are held to discuss upcoming projects and there were no concerns regarding this item. Kienberger stated the metrics used to determine how many fire and police are needed as the city continues to grow is not available tonight, however will be provided and discussed with City Council. Hogan stated zoning change are made when a project comes forward. The city communicates with the school district to know what’s forthcoming development wise in order to forecast appropriately. Crime statistics is an important piece that should be taken into consideration when the planning commission is considering projects. Nemcek confirmed this apartment complex will be market rate and in the past apartment complexes have converted from income restricted to market rate housing once tax credits are received. The city doesn’t receive any funding for this project. A developer could seek tax credits for workforce housing complexes. However, in this scenario since it is market rate, there is no tax incentives for the developer. Kenninger requested any residents who believes they should have received a public notice but did not, to bring your address forth to city staff to verify whether a notice should have been sent. Kenninger informed residents they can email city council members that the public notice radius should be further increased from 500 feet including the reasoning why. Any Ailesbury Park current concerns, i.e. parking, garbage, etc. should be addressed to Parks & Recreation Director Dan Schultz. The Parks & Recreation Department reviews the master park plan and no park fits within this plan and that is why the park dedication fee was selected for this project. City Engineer Erickson stated there should be less impact for traffic in this neighborhood as the entrance and exit will flow into the collector streets, i.e. Akron Avenue, Connemara Trail and Abbeyfield Ave. Connemara Trail is built to be a collector street to take on heavier traffic and that is why there are not driveways on Connemara Trail. The residents’ concern is that people will use Ailesbury Avenue to cut across to Connemara Trail and Ailesbury Park. However, staff confirmed the plan for the applicant’s entrance/exit is further north of Ailesbury Ave which mak es a better connection to Connemara Trail. Nemcek noted the staff reports that go to City Council for action do include residents’ public comments as well as the minutes from the planning commission meeting. The developer confirmed there is no funding assistance being received for this project. Also noted, once you build at market rate, it is not allowed to go to income based and the current pool location is being considered to move to the northeast area and include tree buffers. The developer also confirmed they will meet the tree requirements. A market study confirmed a 300-unit site would fit the need for this area and stated there is a significant demand for rentals in the south metro. Also noted, there is area to the north of the property that the developer would be willing to deed to the city for a park if that is of interest. Staff, Planning Commission and City Council reviewed this area in 2021 and determined this area to have adequate transition of higher density to lower density and found this to be the vision for the area. Commissioner Reed stated that because of the amount of the units involved in the proposed plan the need to consider the schools, public safety and the master parks plan is necessary. Reed is not in favor of the proposed plan. Commissioner Rivera stated that the property should stay zoned for commercial projects as that is what is needed in this area. Commissioner Powell inquired about the steps if Planning Commission denies the request for re -zoning, what the next steps would be if the current area is guided for high density. Community Development Director Kienberger stated that an area is re-zoned to confine with a comprehensive guide. Kienberger noted if the Planning Commission does not approve the zoning update, the applicant is able to challenge this matter. Kienberger also noted the 60 -day rule; the 60-day rule requires governmental entities to approve or deny a written request for certain actions within 60 days or the request is approved. Commissioner Powell stated that he would like to see more information included, and specifically a traffic study. A traffic study is not required per our city code; however, staff encourages developers to do a traffic study as well as conduct a neighborhood meeting. Commercial generates a higher level of traffic during all hours versus residential during certain hours and the current roads were built considering commercial. Commissioner Thiagarajan inquired if the building could be able to be broken down instead of having one long, tall, four story building. Chair Kenninger stated with trying to keep the parking in the back and the pipeline, smaller buildings may not be an option. Also asked if there is a possibility to guide traffic away from residential streets and Nemcek stated there is a traffic safety committee that addresses concerns, i.e. stop sign needed, speed studies, etc. The developer stated there is a possibility to bring the southwestern part of the building down to 3 -stories. Chair Kenninger stated this proposal is a fair design and in line with the vision that staff, Planning Commission, City Council and Port Authority has for the area especially with the comments the developer made to reconsider a few design items, i.e. pool to northwestern side, lower to 3-stories in southwestern part, etc. The comprehensive plan change to this area would have included a notification to residents identical to who was notified for this project, a sign would also have been placed on the property. MOTION by Kenninger to recommend the City Council approve a Zoning Map amendment to rezone the site from C4 – Community Commercial Planned Unit Development to R4 – High Density Residential subject to Metropolitan Council approval of the Comprehensive Land Use Plan change of the site from CC – Community Commercial to HDR – High Density Residential. Second by Powell. Ayes: 3. Powell, Kenninger, Thiagarajan. Nays: 4. Marlow, Rivera, Reed, Hebert. Motion Failed. MOTION by Reed to continue this until the plans are updated to reflect how the design better matches the comprehensive plan from a transition standpoint, that the plans clarify parks & recreation coverage in the area and traffic volumes are better analyzed at the October 25, 2022 Planning Commission Meeting. Second by Kenninger. Ayes: 5. Powell, Marlow, Kenninger, Reed, Thiagarajan. Nays: 2. Rivera, Hebert. Motion Passes. E X E C U T I V E S U M M A R Y Planning Commission Regular Meeting: September 27, 2022 Tentative City Council Meeting: October 18, 2022 AGENDA ITEM: 22-76-SP, 22-78-FP, 22-79 PP, 22-80-RZ Request by Akron 42, LLC, for approval of Preliminary and Final Plats, Site Plan Review, and Rezoning of a portion of the site to develop a 225-unit multifamily community. AGENDA SECTION: Public Hearing PREPARED BY: Julia Hogan, Planner AGENDA NO. 5.b. ATTACHMENTS: Site Location; Final Plat; Existing Conditions; Demo Plan; Erosion and Sediment Control Plan; Site Plan; Grading Plan; Utility Plan; Construction Details; Landscape Plan; Existing Drainage; Proposed Drainage; Architectural Drawings; Lighting Plan; Emissions Generated Description; City Engineer’s Memo Dated September 14, 2022; Parks and Recreation Memo Dated September 19, 2022 APPROVED BY: AK RECOMMENDED ACTION: 1. Motion to recommend City Council approve the Preliminary and Final Plats for the Rosemount Apartments, subject to the following conditions: a. Execution of a Subdivision Agreement. b. Conformance with all requirements of the City Engineer as detailed in the attached memorandum dated September 14, 2022. c. Incorporation of any easements necessa ry to accommodate drainage, ponding, streets and utilities. d. Payment of all applicable fees including GIS, Park Dedication, and other fees identified in the current fee schedule. e. Payment of a Landscaping Surety equal to 110% of the landscaping. f. Payment of $562,500 for Fee-in-Lieu of Park Dedication. g. Payment of trunk area charges in the amount of: i. Sanitary Sewer Trunk Charge: $1,075/acre ii. Watermain Trunk Charge: $6,500/acre iii. Storm Sewer Trunk Charge: $6,865/acre 2. Motion to recommend City Council approve a Zoning Map amendment to rezone the site from C4 PUD – Community Commercial Planned Unit Development to R4 – High Density Residential subject to Metropolitan Council approval of the Comprehensive Land Use Plan change of the site from CC-Community Commercial to HDR-High Density Residential. 2 SUMMARY Property Owner: Akron 42, LLC Applicant: Akron 42, LLC & Roers Companies Location: North of County Road 42 and west of Akron Avenue. Site Area in Acres: 7.97 Acres Approved Comprehensive Plan Designation: HDR – High Density Residential (pending Met Council approval) Current Zoning: C4 PUD – General Commercial Planned Unit Development Residential Units: 225 Units Gross Density (Res): 28.23 units/acre Net Density (Res): 28.23 units/acre Surrounding Land Uses: North: Low Density Residential/High Density Residential East: Community Commercial South: Community Commercial West: Low Density Residential The Planning Commission is being asked to consider a request by Akron 42, LLC and Roers Companies, for approval of a Preliminary and Final Plat and a Rezoning of the northern portion of the site from C4 PUD – General Commercial Planned Unit Development to R4-High Density Residential to construct a 225-unit apartment building on a parcel of land owned by Akron 42, LLC. The site is located directly west of Akron Avenue and north of County Road 42. T he proposed project will be a high-density residential development with an overall density of 28.23 units per acre , which fits within the R4-High Density Residential zoning category. The development will contain a mixture of studio, 1 -, 2-, and 3-bedroom units. Community amenities include a swimming pool with a patio, a dog run area, pickleball court, and additional amenities within the proposed apartment building. The Final Plat submitted with this request shows the platting of two buildable lots and one outlot on the 19.18 parent parcel. The buildable lot in the northern portion of the site , which contains 7.97 acres, will be where the proposed apartment project will be developed and the second buildable lot in the southeast area of the site will be used for commercial use. The outlot in the southwestern portion of the site will be designated for commercial use once developed. Staff is recommending approval of the request by the applicants, subject to the conditions in the recommend action and the Engineer’s Memorandum dated September 14, 2022. BACKGROUND The parent parcel of this project was platted with Prestwick Place which was approved by the City Council in October of 2007. This parcel was part of additional land that was platted at the time as outlots for future development, but it was not included in the Planned Unit Development Master Development Plan for Prestwick Place. The Prestwick Place PUD designated the subject parcel (Outlot I) and another parcel to the east to be used for commercial use. The plan described the specific types of commercial uses, as well as the size of the buildings, that would be perm itted for the parcels. The changing retail environment had made those expectations obsolete. A Major Amendment to the Prestwick Place PUD was requested by the landowners so that the parcels would be removed from the scope of the Commercial Area Guidelines contained within the approved 2007 Prestwick Place PUD agreement and essentially create a blank slate for the two parcels. The City Council approved the Major Amendment to the Prestwick Place PUD at their August 16th, 2022 meeting. Also approved at that meeting was a Comprehensive Plan Amendment to change the designated land use of the northern 8.1 acres of the subject parent parcel from CC-Community Commercial to HDR-High Density Residential. The vision for this parent parcel included a mix of residential and commercial uses, with residential development occurring in the northern portion and the remaining area continuing to be designated for commercial use. 3 ISSUE ANALYSIS Legal Authority Preliminary plat, rezoning and final plat requests are quasi-judicial decisions for the Planning Commission meaning that the Planning Commission is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance and Subdivision Ordin ance are being followed. Generally, if the final plat meets the ordinance requirements and is consistent with the preliminary plat, it must be approved. General Site Layout The project area is proposed to contain a singular 225-unit apartment building with 286 surface parking stalls and will contain a pickle ball court, dog run area, and pool and patio area on site as well. Sidewalks are shown to be located around the parking lots and along the north and northwest sides of the apartment complex. The proposed apartment complex will be four stories tall and will contain a mixture of studio, 1- bedroom, 2-bedroom and 3-bedroom units throughout the building. There will be 158 parking stalls in the underground parking area of the building. The proposed sidewalks will provide access to the recreational amenities onsite. The site plan identifies two driveway locations extending from the proposed street that will go between Akron Avenue and Abbeyfield Avenue. The easterly access provides access to the building entrance and two surface parking lots. The westerly access provides access to the garage parking area located under the apartment building. This access is on the westerly end of the proposed street extending to the southeasterly corner of the apartment building. The proposed street will provide access to both the commercial area designated in the southern portion of the parent parcel and the apartment complex site located in the northern portion of the parent parcel. A pipeline and pipeline easement extend diagonally across the northern portion of the site. The apartment building footprint is adjacent t o and parallel to the pipeline easement. Land Use and Zoning The subject site was previously designated in the City’s Comprehensive Land Use Plan for Community Commercial which typical uses include: retail, offices, personal services, restaurants, gas stations, and auto oriented businesses not requiring outdoor storage. In August 2022, the property owner of the subject site came forward to the City requesting a Comprehensive Guide Plan Amendment to change the designated land use of the northern portion of the site from Community Commercial to High Density Residential. The southern portion of the site will remain as Community Commercial. The City Council approved this Comprehensive Land Use Plan Amendment and it is currently with the Metropolitan Council for their review and approval. High Density Residential uses include townhomes with six to twelve units per building, multiple story apartment or condominium buildings, churches, elementary and secondary schools, private recreation spaces maintained by the homeowner’s association and public parks. The site is currently in the C4 PUD – General Commercial Planned Unit Development zoning district. With the Comprehensive Land Use Plan Amendment being approved by the City Council the property can be rezoned to a High-Density Residential zoning district. The applicant is requesting a rezoning of the northern portion of the subject site to R4-High Density Residential. The proposed apartment building project fits within the density range that is allowed for this zoning district which is 12 to 40 units per acre. The table below compares the R4 zoning standards with those proposed by the applicant. The applicant is not seeking any deviations from the City’s Code. 4 Category Required Rosemount Apartments Min. Lot Area (sf) 22,500 square feet 347,347 square feet Min. Lot Width 150 feet Approx. 469 feet Min. Front Yard Setback 30 feet >30 feet Min. Side Yard Setback 30 feet (principal structures) 10 feet (accessory structures) 30 feet (principal structures) 10 feet (accessory structures) Min. Rear Yard Setback 30 feet 30 feet Lot Coverage Maximum 75% 44.8% Streets, Parking, and Sidewalk System Access to the proposed site is from a proposed street that will connect between Akron Avenue and Abbeyfield Avenue. Two driveway locations are identified on the site plan which will extend from the proposed road. The easterly access will provide access to the building entrance and two surface parking lots. The westerly access will provide access to the garage parking area located under the apartment building. The proposed street will provide access to both the commercial area and the apartment complex. Per the City Engineers memorandum, access and circulation within the parking lot areas appear to be adequate. Pedestrian facilities are identified on the site plan to be adjacent to the proposed street extending form Akron Avenue to Abbeyfield Avenue. Sidewalks are shown to be placed around the parking lots and along the north/northwest sides of the apartment building. These sidewalks will provide access to recreational amenities that will be on site. The applicant will be providing 444 parking stalls on site. 158 parking stalls will be provided as underground parking below the apartment building and 286 parking stalls will be provided as surface parking. The minimum parking requirements stated within the City’s Code is two stalls per unit for multiple dwellings. Since the proposed apartment building will have 225-units 450 parking stalls would be required. Staff finds that the 444 parking stalls that are proposed for the site is an adequate amount due to the amount of studio and 1-bedroom apartment units that are proposed within the apartment building. Building Massing and Materials The applicant provided architectural plans, including elevations, that indicate that the proposed building meets the standards for the R4-High Density Residential zoning district requirements, particularly as it relates to massing and variety of materials. The proposed materials used include: utility brick, architectural panels, and lap siding. The applicant has provided examples of the colors and materials with their submittal, which are included in the attachments. The proposed apartment building will be four-stories tall, which is the maximum stories allowed in the R4 zoning district and it can not exceed 48 feet in height. The proposed building’s maximum height is 47.6-feet, which is below that maximum 48 feet allowed per the City’s Code. The unit mix for the project is shown in the table below. There will be a mixture of the different unit types throughout each level of the proposed apartment building. Type Number of Units Home Size Studio 78 (35%) Varies 1-Bedroom 68 (30%) 753-798 sf 2-Bedroom 63 (28%) Varies 3-Bedroom 16 (7%) 1,533 sf 5 Landscaping and Parks The landscaping plan provided by the applicant shows a total of 100 trees being provided. The R4 zoning standard for landscaping requires 8 trees plus one tree per two units in the case of structures over three stories in height. That calculates to a total of 120 trees, a shortfall of 20 trees. The applicant is aware of this shortfall and has agreed to add the additional required plantings to the landscape plan. Trees are shown on the landscape plan throughout the site within the open areas and along publ ic right of way. The parking areas are landscaped using trees and shrubs in accordance with the requirements of the City Code to provide screening. The proposed pickle ball court and proposed dog run area in the northwest portion of the site will also rece ive landscaping around them. The foundation plants required for the site per the City Code is 1 foundation planting for every 10 liner fee t of building perimeter, which the landscape plan identifies as 2,105 linear feet. That would result in 211 foundation plantings that are required. The landscape plan currently does not identify the number foundation plantings that will be provided, but this will need to be updated to show that it meets the required number of plantings. The Rosemount Parks and Recreatio n Department reviewed the plans for the proposed development, and because the City is not looking to acquire parkland in this development it is recommending that the City collect cash-in-lieu of land dedication. This amount totals $562,500 (225 high densit y units x $2,500 per unit). Site Lighting The site will be lit with both wall and pole-mounted lights. Pole-mounted lights will be a mixture of 12 feet, 16 feet or 25 feet tall and oriented inward into the site. The applicant has provided a photometric study that shows the plan to be within limits of the City Code. Utilities The sanitary sewer service to the apartment project is proposed to extend form an MCES facility located on the east side of Akron Avenue. The utility plan identifies the sanitary sewer extending across Akron Avenue and along the proposed street alignment to the westerly driveway. Sewer service to the apartment building extends to the central portion of the building from just east of the easterly driveway. An existing sanitary sewer stub into the parent parcel is located off of Abbeyfield Avenue at the Ailesbury Court intersection. This sanitary sewer can provide sewer service to the westerly portion of the future development area. The easterly portion of the commercial property can be provided sewer service from the proposed sewer extension as well. One storm sewer system is proposed for the apartment building site. This storm sewer line extends along the south curb line of the main parking lot to the northeast corner of the southerly parking lot. This storm sewer extends around the northern portion of the apar tment building to the proposed ponding area located in the northwest corner of the site. This storm sewer will be privately maintained. Engineer’s Review The City’s Engineer has provided a memorandum containing comments related to the plans provided. Notable comments include: street width that accommodates 3 lanes of traffic must be provided, the proposed pavement section needs to include 2 feet of select granular borrow, the high point of the street should not be above a 932 elevation and the centerline radii of the street must be 340 feet or greater. Also stated in the memo was an existing storm sewer stub extending form Abbeyfield Avenue will need to be permanently truncated if it is not utilized and an existing interceptor storm sewer extending from Abbeyfield Avenue will need to be extended to the proposed ponding area. The surface water management plan for the preliminary plat is under review and comments included with that review shall be incorporated in the project design. 6 CONCLUSION AND RECOMMENDATION Staff is recommending approval of the Preliminary and Final Plat and rezoning of the northern portion of the site from C4-General Commercial to R4-High Density Residential to allow for the construction of a 225-unit apartment building on site. This recommendation is based on information provided by the application and reviewed within this report. Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 0 - C O V E R S H E E T . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 4 6 a m PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : NORTH VICINITY N.T.S. SITE ROSEMOUNT, COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 30x42 SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. TELEPHONE: (651) 645-4197 CONTACT: MITCHELL COOKAS, PLA, ASLA GEOTECHNICAL ENGINEER TERRACON CONSULTANTS, INC. TELEPHONE: (651) 770-1500 PROJECT TEAM: SURVEYOR EGAN, FIELD & NOWAK, INC. TELEPHONE: (612) 466-3300 CONTACT: ERIC ROESER ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: ALAN L. CATCHPOOL, PE 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER ROERS COMPANIES 2 CARLSON PARKWAY, SUITE 400, PLYMOUTH, MN 55447 TELEPHONE: (763) 285-8808 ROSEMOUNT APARTMENTS SECTION 27, TOWNSHIP 115, RANGE 19 FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT KAAS WILSON TELEPHONE: (612) 879-6000 CONTACT: DAVE MORCK SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM #1 TOP OF MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC MONUMENT "1906 N 5" GSID STATION #85847 ELEVATION=933.06 FEET (NAVD 88) SBM #2 TOP OF NUT LOCATED APPROXIMATELY 250 FEET SOUTH OF INTERSECTION OF CONNEMARA TRAIL WEST AND ABBEYFIELD AVENUE ELEVATION=X931.57 FEET (NAVD 88) SBM #3 TOP OF NUT LOCATED IN THE NORTHWEST QUADRANT OF COUNTY ROAD NO. 73 AND C.S.A.H. NO 42 ELEVATION=936.17 FEET (NAVD 88) BENCHMARKS C000 CO V E R S H E E T RO S E M O U N T AP A R T M E N T S - AK R O N A V E RO E R S CO M P A N I E S DRAWING INDEX SHEET NO.SHEET TITLE C000 COVER SHEET C100 GENERAL NOTES V100 EXISTING CONDITIONS V101 EXISTING CONDITIONS V102 EXISTING CONDITIONS C200 DEMO PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 SITE PLAN C500 GRADING PLAN C600 UTILITY PLAN C700 CONSTRUCTION DETAILS L100 LANDSCAPE PLAN L101 LANDSCAPE DETAILS EX-1 EXISTING DRAINAGE EX-2 PROPOSED DRAINAGE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 1 - G E N E R A L N O T E S . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 4 7 a m PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF ROSEMOUNT ENGINEERING DIVISION. 17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF ROSEMOUNT AND MN/DOT SPECIFICATIONS. 18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. THIRD PARTY TEST REPORTS REQUIRED TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY REFER TO GEOTECHNICAL REPORT NO. MP225127 TERRACON CONSULTANTS, INC. MINNEAPOLIS, MN 55441 DATED AUGUST 30TH, 2022 C100 GE N E R A L N O T E S RO S E M O U N T AP A R T M E N T S - A K R O N RO E R S CO M P A N I E S Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 1 - G E N E R A L N O T E S . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 4 7 a m PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : V100 EX I S T I N G CO N D I T I O N S RO S E M O U N T AP A R T M E N T S - A K R O N RO E R S CO M P A N I E S Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 1 - G E N E R A L N O T E S . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 4 7 a m PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : V101 EX I S T I N G CO N D I T I O N S RO S E M O U N T AP A R T M E N T S - A K R O N RO E R S CO M P A N I E S Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 1 - G E N E R A L N O T E S . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 4 7 a m PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : V102 EX I S T I N G CO N D I T I O N S RO S E M O U N T AP A R T M E N T S - A K R O N RO E R S CO M P A N I E S 923 924 925 930 935 924 926 927 928 929 931 932 933 934 936 93 4 9 3 7 9 2 5 92 2 92 2 92 3 92 4 92 6 92 7 92 8 92 9 92 5 93 0 93 5 924 9 2 6 9 2 7 9 2 8 92 9 93 1 9 3 2 9 3 3 9 3 4 936 9 3 7 9 3 8 923 93593 1 932 933 934 936 937 938 939 1.96% 4.0 6 % 3. 0 8 % 3.66 % 2. 6 9 % 2. 9 1 % 2.15% 2 . 8 9 % 5 . 2 7 % 4 . 1 9 % 17.94% 1. 1 9 % 2.11% 3.9 9 % 21 . 3 4 % 5.90% 6 . 0 0 % 7 . 3 4 % 6. 9 0 % 1.02% 3.1 5 % 1.4 5 % 2 . 5 3 % 2.67 % 5.3 0 % PROTECT EXISTING SANITARY STUB IN PLACE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 2 - D E M O P L A N . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 4 7 a m PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT Know what'sbelow. before you dig.Call LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH ROSEMOUNT, DAKOTA COUNTY AND MN/DOT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF ROSEMOUNT DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES C200 DE M O P L A N RO E R S CO M P A N I E S NORTH RO S E M O U N T AP A R T M E N T S - AK R O N A V E 923 924 925 930 935 924 926 927 928 929 931 932 933 934 936 93 4 9 3 7 9 2 5 92 2 92 2 92 3 92 4 92 6 92 7 92 8 92 9 92 5 93 0 93 5 924 926 9 2 7 9 2 8 92 9 93 1 9 3 2 9 3 3 9 3 4 936 9 3 7 9 3 8 923 93593 1 932 933 934 936 937 938 939 1.96% 4.0 6 % 3. 0 8 % 3.66 % 2. 6 9 % 2. 9 1 % 2.15% 2 . 8 9 % 5 . 2 7 % 4 . 1 9 % 17.94% 1. 1 9 % 2.11% 2.12% 21 . 3 4 % 5.90% 2.43 % 6 . 0 0 % 7 . 3 4 % 6. 9 0 % 1.02% 3.1 5 % 1.4 5 % 2 . 5 3 % 2.67% 5.3 0 % Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 3 - E R O S P H 1 P L A N . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 4 8 a m PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : NORTH EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF ROSEMOUNT GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET Know what'sbelow. before you dig.Call C300 ER O S I O N A N D SE D I M E N T C O N T R O L PL A N - P H A S E 1 RO E R S CO M P A N I E S TEMPORARY SEDIMENTATION BASIN RO S E M O U N T AP A R T M E N T S - AK R O N A V E 920 925 921 921 922923924 926927928 930 9 3 5 931 932 933 934 936 937 935 931 932 933 934 9 2 5 92492 6 9 2 6 925 930 926 927 928 929 931 930 920 925 930 919921 922 923 924 92 6 927 92 8 929 931 93 2 93 3 93 4 0.00% 30 . 0 0 % 0.00% 0.00% 4. 9 7 % 4 . 7 0 % 13. 7 7 % 19 . 4 3 % 1.25% 2 . 2 2 % 1.27% 1.25% 4.33% 4.1 3 % 3.99 % 5.1 5 % 33 . 3 3 % 33.47 % 1.86 % 7 . 2 7 % 0. 7 9 % 1 . 9 6 % 2 . 5 2 % 923 924 925 930 935 924 926 927 928 929 931 932 933 934 936 93 4 9 3 7 9 2 5 92 2 92 2 92 3 92 4 92 6 92 7 92 8 92 9 92 5 93 0 93 5 924 9 2 6 9 2 7 9 2 8 92 9 93 1 9 3 2 9 3 3 9 3 4 936 9 3 7 9 3 8 923 93593 1 932 933 934 936 937 938 939 1.96% 4.0 6 % 3. 0 8 % 3.66 % 2. 6 9 % 2. 9 1 % 2.15% 2 . 8 9 % 5 . 2 7 % 4 . 1 9 % 17.94% 1. 1 9 % 2.11% 2.12% 21 . 3 4 % 5.90% 2.43 % 6 . 0 0 % 7 . 3 4 % 6. 9 0 % 1.02% 3.1 5 % 1.4 5 % 2 . 5 3 % 2.67 % 5.3 0 % 2 9 . 8 6 % Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 3 - E R O S P H 2 P L A N . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 4 9 a m PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : NORTH Know what'sbelow. before you dig.Call UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE AND INSTALL STRIPING. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. C301 ER O S I O N A N D SE D I M E N T C O N T R O L PL A N - P H A S E 2 RO E R S CO M P A N I E S RO S E M O U N T AP A R T M E N T S - AK R O N A V E A K R O N A V E N U E C O N N E M A R A T R A I L W E S T A B B E Y F I E L D A V E N U E C O U N T Y R O A D N O . 7 3 C O U N T Y R O A D N O . 7 3 PRO P O S E D B U I L D I N G 56,9 5 0 S . F . FFE = 9 3 1 . 0 0 BFE : 9 2 1 . 0 0 9.00 ' 1 4 . 0 0 ' 26. 0 0 ' 1 8 . 0 0 ' 2 6 . 0 0 ' 4 0 . 0 0 ' 2 4 . 0 0 ' 4 0 . 0 0 ' 2 6 . 0 0 ' 1 8 . 0 0 ' 20.00' 30.00' 10 . 0 0 ' 10' SIDE/REAR PARKING SETBACK 10' SIDE/REAR BUILDING SETBACK 1 8 . 0 0 ' 2 6 . 0 0 ' 1 8 . 0 0 ' 6 . 0 0 ' 20' RIGHT OF WAY PARKING SETBACK 30' FRONT YARD BUILDING SETBACK 6 0 . 0 0 ' 60' GAS EASEMENT PATIO SPACE POOL PICKLEBALL COURT 6 . 0 0 ' COMPACT PARKING STALLS 1 6 . 0 0 ' DOGRUN LOADING/DROP-OFF 30' LANDSCAPE BUFFER FUTURE DEVELOPMENT BY OTHERS PROPOSED STREET BMP-1 10' SIDE/REAR PARKING SETBACK 10' SIDE/REAR BUILDING SETBACK 30' LANDSCAPE BUFFER 65.0 0 ' 4 0 . 0 0 ' Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 4 - S I T E P L A N . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 4 9 a m © PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : Know what'sbelow. before you dig.Call R NORTH PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT PROPOSED ARTIFICIAL TURF DRAINAGE AND UTILITY EASEMENT KEYNOTE LEGEND B612 CURB & GUTTER (TYP.) TRANSITION CURB FLAT CURB 6" CONCRETE FILLED PIPE BOLLARD MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING AREA SEE DETAIL AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. COMMERCIAL DRIVEWAY APRON SEE DETAIL LANDSCAPE AREA - SEE LANDSCAPE PLANS A B C D E F G H I J SITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EFN, DATED 08/22/2022. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 9.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 10.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 11.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. PROPERTY SUMMARY ROSEMOUNT APARTMENTS TOTAL PROPERTY AREA 347,347 SF (7.97 AC) RIGHT OF WAY DEDICATION X,XXX SF (X.X AC) PROPOSED IMPERVIOUS AREA 155,727 SF (3.58 AC) PROPOSED PERVIOUS AREA 191,620 SF (4.39 AC) TOTAL DISTURBED AREA 347,347 SF (7.97 AC) ZONING SUMMARY EXISTING ZONING C4 / PUD PARKING SETBACKS SIDE/REAR = 10' RIGHT OF WAY = 20' BUILDING SETBACKS FRONT = 30' SIDE = 10' REAR = 10 RIGHT OF WAY = 24' BUILDING DATA SUMMARY AREAS BUILDING AREA 56,950 SF PERCENT OF TOTAL PROPERTY AREA 16.40% PARKING PROPOSED SURFACE PARKING 270 SPACES ADA STALLS REQUIRED / PROVIDED 7 STALLS / 10 STALLS C400 SI T E P L A N RO E R S CO M P A N I E S RO S E M O U N T AP A R T M E N T S - AK R O N A V E ITE M 9 A K R O N A V E N U E C O N N E M A R A T R A I L W E S T A B B E Y F I E L D A V E N U E C O U N T Y R O A D N O . 7 3 C O U N T Y R O A D N O . 7 3 PRO P O S E D B U I L D I N G 56,9 5 0 S . F . FFE = 9 3 1 . 0 0 BFE : 9 2 1 . 0 0 0. 8 % 1 . 3 % 2 . 0 % 1 . 3 % 6 . 5 % 1 1 . 0 % 5.9% 4.8 % 2.4% 5.3 % 7 . 4 % 5.0% 5.5% 4.7% 3 . 8 % 3. 4 % 2 . 2 % 1.2% 1.2% 1.2% 1.3% 1.2% 1.3% 1.2% 2 . 2 % 2 . 2 % 2 . 2 % 2 . 2 % 2 . 2 % 2 . 2 % 2 . 1 % 1.2% 1.9% 3. 4 % 5 . 1 % 13.4% 23 . 4 % 9. 0 % 2 . 0 % 9.2 % 2 9 . 9 % 30 . 0 % 2 8 . 5 % 28.1 % 2.9% 3.6% 3. 9 % 4 . 7 % 1. 3 % 1.8 % 2. 0 % D D STRM 302 RE:932.54 IE:922.14 SW IE:922.14 NW STRM 301 RE:930.59 IE:921.35 SE IE:921.35 W STR -12 COORDINATE WITH MEP IE:927.00 E STRM 303 RE:925.86 IE:923.77 NW FES 300 RE:923.16 IE:921.00 E 158 LF - 24" STORM @ 0.50% 70 LF - 24" STORM @ 0.50% 20 LF - 12" STORM @ 0.82% MAINTAIN 18" MINIMUM SEPARATION BETWEEN STORM AND GAS LINE, UNLESS STATED OTHERWISE BY MID AMERICA 9 3 5 9 3 1 9 3 2 9 3 3 934 936 925 921 921 922 923 924 926 927 928 929 920 925 930 917918919 921 921 922923924 926927928929 931932933934 925 93 0 924 926 92 7 92 8 92 9 935 931 932 933 934 93 1 93 1 93 0 92 8 928 92 8 928 929 OCS 101 RE:926.20 IE:911.50 W 50 LF - 12" HDPE @ 2.00%CORE DRILL INTO EXISTING STORM SEWER, FIELD VERIFY EXISTING CONDITIONS D 318 LF - 18" STORM @ 0.82% G:30.18 G:30.11 G:30.09 G:30.09 G:29.96 G:29.90 G:29.82 G:28.88 G:29.35 G:29.56 G:29.59 G:29.67 G:29.54 G:31.66 G:31.82 G:29.86 G:29.54 G:29.50 G:29.45 G:29.28 G:27.57 G:25.86 G:26.11 G:26.33 G:26.39 G:26.62 G:29.41 G:29.94 G:29.95 G:30.01 G:30.63 G:28.76 G:28.76 G:28.49 G:28.45 G:29.03 G:29.20 G:29.20 G:29.14 G:29.56 G:29.63 G:29.63 G:29.53 G:29.43 G:29.41 G:29.53 G:29.44 G:30.18 G:29.98 G:29.99 G:30.00 G:30.18 G:30.18 G:27.11 G:27.07 G:27.60 G:27.78 G:27.78 G:27.71 G:27.34 G:27.34 G:29.65G:29.67 29.84 29.85 29.86 29.87 29.89 29.92 29.91 29.91 29.91 29.92 29.93 G:29.55 G:29.63 G:29.42 G:29.52 G:29.39 G:29.40 G:29.52 G:29.63 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.13 T/G:30.01 T/G:29.53 T/G:29.65 T/G:29.67 T/G:29.63 30.36 30.82 30.71 30.56 30.55 30.59 32.54 19.63 19.63 19.59 19.59 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 T/G:30.18 29.88 24.1524.15 27.5927.85 29.45 29.47 29.50 28.40 28.61 104 LF - 12" STORM @ 0.28% BMP-1 2 . 7 % D Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 5 - G R A D I N G P L A N . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 5 0 a m © PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : NORTH GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF ROSEMOUNT, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. 23.ROOF DRAIN TO BE CONNECTED TO STORM SEWER AND CONVEYED TO STORMWATER BASIN PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW ELEVATION T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R C500 GR A D I N G PL A N RO E R S CO M P A N I E S RO S E M O U N T AP A R T M E N T S - AK R O N A V E MAINTAIN MINIMUM 18" SEPARATION BETWEEN STORM SEWER AND GAS MAIN. TOP OF STORM PIPE ~923.5 BOTTOM OF GAS MAIN ~926.5 74 L F - 1 2 " D I P 74 LF - 12 " D I P 82 LF - 12" DIP 28 L F - 1 2 " D I P 80 L F - 1 2 " D I P 80 LF - 12 " D I P 78 LF - 12" DIP 94 LF - 1 2 " D I P 9 4 L F - 1 2 " D I P 3 8 L F - 1 2 " D I P 1 3 4 L F - 6 " D I P TIE INTO EXISTING MCES INTERCEPTOR STRUCTURE, FIELD VERIFY EXISTING CROWN AND NOTIFY ENGIEER TIE INTO EXISTING 15" STUB WITH 12" REDUCER 12" X 12" TEE INTO EXISTING WATERMAIN 930 935 931 932 933 934 930 931 932 92 0 92 5 925 93 0 93 0 92 1 92 2 92 3 92 4 924 92 6 926 92 7 92 7 92 8 92 8 92 9 92 9 93 1 930 927 928 929 93 2 93 3 9 3 4 9 3 0 9 3 5 9 3 1 932 9 3 3 934 9 3 6 9 3 7 938 925 925 926 926 927 927 930 930 929 930 930 931 932 933SSWR107 RE:929.98 IE:915.58 E SSWR106 RE:932.76 IE:915.18 W IE:915.08 E SSWR105 RE:934.27 IE:914.70 W IE:914.60 NE SSWR104 RE:935.78 IE:914.23 SW IE:914.13 NE SSWR103 RE:933.03 IE:913.40 SW IE:913.30 NE SSWR102 RE:928.90 IE:912.90 SW IE:913.40 W IE:912.80 E SSWR101 RE:924.72 IE:912.40 W IE:912.30 E SSWR100 IE:910.86 W 79 LF - 8" PVC @ 0.50% 75 LF - 8" PVC @ 0.50% 145 LF - 8" PVC @ 0.50% 80 LF - 8" PVC @ 0.50% 288 LF - 8" PVC @ 0.50% 80 LF - 8" PVC @ 0.50% 75 LF - 8" PVC @ 0.50% SSWR103A COORDINATE WITH MEP IE:916.95 E 12" 11.25° BEND 12" 22.5° BEND 12" 11.25° BEND 12" 11.25° BEND 12" 22.5° BEND 12" 11.25° BEND12" 11.25° BEND 12" 22.5° BEND 12" 11.25° BEND 16 LF - 6" PVC @ 2.00% 12" X 6" TEE CO Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 6 - U T I L I T Y P L A N . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 5 1 a m PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : UTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF ROSEMOUNT AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED Know what'sbelow. before you dig.Call C600 UT I L I T Y PL A N RO E R S CO M P A N I E S COORDINATE WATER CONNECTION WITH MEP, WATER TO BE 7.5' BELOW GRADE RO S E M O U N T AP A R T M E N T S - AK R O N A V E ***NOTE:ALL UTILITY CONNECTIONS TO BE COORDINATED WITH MEP/ARCH. ROOF DRAIN LOCATIONS TBD AND TO BE CONNECTED TO BMP-2 AND BMP-1 VIA STORM SYSTEM Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ r o e r s c o m p a n i e s \ r o s e m o u n t a p a r t m e n t s - a k r o n a v e \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 6 - U T I L I T Y D E T A I L S . d w g O c t o b e r 1 9 , 2 0 2 2 - 1 0 : 5 1 a m PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : C700 CO N S T R U C T I O N DE T A I L S RO E R S CO M P A N I E S N.T.S. STANDARD SIGN POST3 36" 72" U-CHANNEL MUTCD STANDARD SIGN (SIZE, SHAPE AND COLORS). SEE SIGN CHART. STANDARD STALL ADA STALL ACCESS ISLE ADA STALL STANDARD STALL 6" TRANSITION PAVEMENT TO FLUSH WITH SIDEWALK INTEGRAL SIDEWALK CURB SEE DETAIL ACCESSIBLE PARKING SIGN WITH BOLLARD SEE DETAIL 2' STRIPING - 4" TRAFFIC WHITE INTEGRAL SIDEWALK CURB SEE DETAIL INTEGRAL SIDEWALK CURB SEE DETAIL (2% MAX.) PLAN VIEW OF ADA PARKING SECTION A-A SECTION B-B B B AA N.T.S. ADA PARKING LAYOUT WITH INTEGRAL CURB8 N.T.S. CONCRETE SIDEWALK AND HEAVY CONCRETE6 NO PARKING SIGN (STANDARD SIGN POST), SEE DETAIL N.T.S. STOP SIGN1 N.T.S. ACCESSIBLE AISLE NO PARKING SIGN5 NO PARKING TRAFFIC FLOW ARROW N.T.S. N.T.S. DIRECTIONAL PAVEMENT MARKING9 24" WIDTH OF LANE STOP BAR N.T.S. 1 / 2 " 6" 12" 60 " - 6 6 " ' 18 " ACCESSIBLE PARKING SIGNAGE N.T.S. WHITE SYMBOL ON BLUE BACKGOUND LEGEND & BORDER: WHITE BACKGROUND: BLUE NOTES: 1.ALL LETTERS ARE 1" AERIES "C" PER MUTCD. 2.SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3.FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WITH WHITE LEGEND AND BORDER. 4.CONTRACTOR SHALL VERIFY FINE AMOUNT. 5.ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 6.INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND STATE OF MINNESOTA ACCESSIBILITY CODE. 7.ALL ACCESSIBLE FEATURES TO BE IN STRICT ACCORDANCE WITH A.D.A STANDARDS AND LOCAL LAWS. 8.WHERE PROVIDED, THE BOTTOM OF "VAN ACCESSIBLE" SIGN SHALL BE BETWEEN 60"-66" FROM THE PARKING SURFACE. K-1479 12"x6" PLAQUE TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION N.T.S. ACCESSIBLE PARKING SIGNAGE4 ACCESSIBLE PARKING SYMBOL N.T.S. N.T.S. STANDARD DUTY ASPHALT2 N.T.S. TYPICAL ISOLATION JOINT10 WI D T H PE R P L A N N.T.S. DO NOT ENTER SING (R5-1)11 2" WEAR COURSE (SPWEA440F) 8" AGGREGATE BASE COMPACT SUBGRADE PER GEOTECHNICAL REPORT 2" NON-WEAR COURSE (SPNWB330F) TACK COAT 1.5" WEAR COURSE (SPWEB330F) 6" AGGREGATE BASE COMPACT SUBGRADE PER GEOTECHNICAL REPORT 2" NON-WEAR COURSE (SPWEB340F) TACK COAT HEAVY DUTY CONCRETE 6" CONCRETE PAVEMENT (4,000 PSI CONCRETE WITH CONTINUOUS #4 REBAR 18" OC, EACH WAY) 6" AGGREGATE BASE APPROVED SUBGRADE N.T.S. HEAVY DUTY ASPHALT12 N.T.S. ACCESIBLE PARKING BOLLARD SIGN MOUNTING7 RO S E M O U N T AP A R T M E N T S - AK R O N A V E LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) SHRUB / PERENNIAL LANDSCAPE BED (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) A B C D PRO P O S E D B U I L D I N G 56,9 5 0 S . F . FFE = 9 3 1 . 0 0 BFE : 9 2 1 . 0 0 A K R O N A V E N U E C O N N E M A R A T R A I L W E S T A B B E Y F I E L D A V E N U E C O U N T Y R O A D N O . 7 3 C O U N T Y R O A D N O . 7 3 60' GAS EASEMENT PATIO SPACE POOL 6 0 . 0 0 ' PROPOSED PICKLEBALL COURT PROPOSED DOGRUN B B B B B B B B B B B B A A D D D D D D D D D D D D D D D D D 33-261 D CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BHS 6 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 6` HT. ERC 3 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B 6` HT. NWS 6 PICEA ABIES NORWAY SPRUCE B & B 6` HT. SCP 6 PINUS SYLVESTRIS SCOTCH PINE B & B 6` HT. WHC 3 THUJA OCCIDENTALIS `WHITE CEDAR`WHITE CEDAR B & B 6` HT. WHP 3 PINUS STROBUS WHITE PINE B & B 6` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ALS 8 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 6` MULTI-TRUNK IRW 6 OSTRYA VIRGINIANA IRONWOOD B & B 1.5" CAL. PRC 8 MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE B & B 1.5" CAL. RVB 6 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 6` MULTI-TRUNK OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BOL 8 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. HCK 8 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. IHL 8 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. KCY 8 GYMNOCLADUS DIOICA `ESPRESSO`ESPRESSO KENTUCKY COFFEETREE B & B 2.5" CAL. PRE 8 ULMUS AMERICANA `PRINCETON`AMERICAN ELM B & B 2.5" CAL. QXB 13 QUERCUS X BIMUNDORUM 'JFS-KW1QX' TM STREETSPIRE OAK B & B 2.5" CAL. SGM 8 ACER X FREEMANII `SIENNA`SIENNA GLEN MAPLE B & B 2.5" CAL. SWO 3 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. PLANT SCHEDULE SEEDING KEYNOTES SEED WITH MNDOT 22-112: FIVE-YEAR STABILIZATION SEED MIX (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 33-262: DRY SWALE/ POND SEED MIX (TYP.) 22-112 25-131 33-261 22-112 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ R o e r s C o m p a n i e s \ R o s e m o u n t A p a r t m e n t s - A k r o n A v e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . D W G O c t o b e r 1 9 , 2 0 2 2 - 1 1 : 1 0 a m © PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : TREES REQUIRED:114 TREES = 1 TREES / 2 UNITS 227 / 2 TREES PROVIDED:119 TREES FOUNDATION PLANTINGS REQUIRED:211 PLANTINGS = 1 PLANTING / 10 L.F. OF BUILDING PERIMETER 2,105 L.F. / 10 FOUNDATION PLANTING PROVIDED:XX PLANTINGS *OVER 3-STORY BUILDING REQUIREMENTS: SPACING MUST INCLUDE TREES AT THE BOULEVARD AT 50' INTERVALS LANDSCAPE SUMMARY L100 LA N D S C A P E PL A N RO E R S CO M P A N I E S NORTH RO S E M O U N T AP A R T M E N T S - AK R O N A V E Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K: \ T W C _ L D E V \ R o e r s C o m p a n i e s \ R o s e m o u n t A p a r t m e n t s - A k r o n A v e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E D E T A I L S . D W G O c t o b e r 1 9 , 2 0 2 2 - 1 1 : 1 0 a m PR 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 NO T F O R CO N S T R U C T I O N Date Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Ow n e r : Pr o j e c t : DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 1/ 2 " FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER. LAWN SIDE "BLACK DIAMOND" EDGING BY VALEEY VIEW SPECIALTIES CO. USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O.C., AND AT CHANGES. EACH END. PLASTIC DIVIDER: FINISHED GRADE AT SHRUBS/ PERENNIALS, 1" BELOW TOP OF DIVIDER. PLANTING BED 1" POLY EDGER DETAIL SCALE: N.T.S.L1013 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR, OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDEN AREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEE RAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL. 25.MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. 26.SEE ELECTRICAL PLANS FOR SITE LIGHTING. 27.OWNER AND ARCHITECT TO CONFIRM SITE FURNISHINGS SUCH AS BENCHES, TABLES AND CHAIRS, AND TRASH/RECYCLING RECEPTACLES. LANDSCAPE NOTES L101 LA N D S C A P E DE T A I L S RO E R S CO M P A N I E S RO S E M O U N T AP A R T M E N T S - AK R O N A V E 1 BUILDING ENTRANCE 2 GARAGE ENTRANCE 3 COMMUNITY PATIO 4 COURTYARD AMENITY 5 STORMWATER RETENTION 6 DOG RUN 7 ROOFTOP DECK 8 PLAZA BELOW 9 POOL 10 PICKLE BALL SITE PLAN KEY Proposed Impervious Area: 3.58 Acres 4 S T O R Y 2 2 2 5 7 4 3 4 2 4 2 3 7 3 7 1 1 2 9 3 S T O R Y 1 9 10 7 6 5 4 2 CONNEMARA TRAIL W CO U N T Y R O A D N O 7 3 A B B E Y F I E L D A V EPROPOSED STREETProposed P e r v i o u s A r e a : 4 .3 9 A c r e s 0 kaas wilson architects 100'200' Rosemount Akron ApartmentsSITE PLAN 2.0 Akron Avenue, Rosemount, MN 03/12/20 22041 1" = 100'-0"1 Site Plan kaas wilson architects Rosemount Akron ApartmentsPERSPECTIVE - VIEW 1 2.1 Akron Avenue, Rosemount, MN 08/24/22 22041 AILESBURY AVE CORNER APPROX. 330'-0" AWAY FROM BUILDING1 kaas wilson architects Rosemount Akron ApartmentsPERSPECTIVE - VIEW 2 2.2 Akron Avenue, Rosemount, MN 08/24/22 22041 BUILDING -SW CORNER 2 kaas wilson architects Rosemount Akron ApartmentsPERSPECTIVE - VIEW 3 2.3 Akron Avenue, Rosemount, MN 08/24/22 22041 AILESBURY COURT APPROX. 260'-0" AWAY FROM BUILDING3 kaas wilson architects Rosemount Akron ApartmentsPERSPECTIVE - VIEW 4 2.4 Akron Avenue, Rosemount, MN 10/20/22 22041 CONNEMARA TRAIL WEST CORNER APPROX. 460'-0" AWAY FROM BUILDING 4 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 MEMORANDUM To: City of Rosemount From: Jacob Rojer, P.E., PTOE Date: October 19, 2022 Subject: Akron & 42 Rosemount Apartments – Traffic Memorandum Akron Avenue, Rosemount, MN INTRODUCTION Kimley-Horn and Associates has been contracted by Roers Companies to prepare a traffic memorandum for the +/- 8-acre property located on the southwest corner of CSAH 73 (Akron Avenue) & Connemara Trail in Rosemount, MN. The proposed apartments would occupy the north 8 acres of the full parcel. Future development on the south side of the proposed street through the site would be developed by others. This memorandum documents the anticipated site trip generation, trip assignment, and the anticipated impact of the development on the surrounding roadways. PROPOSED DEVELOPMENT & SITE ACCESS The proposed 8-acre development is anticipated to include an apartment building with 212 residential units. Access to the development is planned to be along a connecting roadway between Akron Avenue and Abbeyfield Avenue. The connection at Abbeyfield Avenue will be full access while the connection at Akron Avenue currently provides ¾ access to the site. TRIP GENERATION In order to calculate site trips anticipated to be generated by the proposed development, data was referenced from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The Trip Generation Manual provides peak hour trip rates and inbound-outbound percentages. As previously stated, the proposed development is anticipated to include an apartment building with 212 residential units. Table 2 summarizes the Daily, AM, & PM peak hour trip generation estimates. The AM peak hour is projected to generate 78 trips (18 entering and 60 exiting) and the PM peak hour is projected to generate 83 trips (50 entering and 33 exiting). The development is projected to generate 962 daily trips. Table 1 – Site Trip Generation Land Use Description ITE Size Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Multi-family Housing (Mid-Rise) 221 212 Dwelling Units 962 18 60 78 50 33 83 TRIP DISTRIBUTION AND ASSIGNMENT The site trips were distributed to adjacent roadways based on the current traffic patterns in the area, a general assessment of the major regional roadways surrounding the study area. Page 2 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 The following global trip distribution was applied to all trips generated by the Residential land uses:  60% west on CSAH 42  30% east on CSAH 42  5% west on Connemara Trail W  5% north on CSAH 73 (Akron Avenue) The AM and PM peak hour trips were then assigned to the surrounding roadway network using the site distributions listed above. Exhibit 1 provides the site trip assignment to the roadway network. PLANNING LEVEL ROADWAY CAPACITY Current AADTs in the area surrounding the proposed apartment building are 18,300 vehicles per day (vpd) on CSAH 42, 2,750 vpd on Akron Avenue, and 700 vpd on Abbeyfield Avenue. Ailesbury Avenue does not have historic traffic data available. The Highway Capacity Manual (HCM), 6th Edition provides a Level of Service (LOS) estimate based on roadway characteristics and the Average Annual Daily Traffic (AADT). LOS ranges from A to F, with LOS A as the highest (best traffic flow and least delay), LOS E as saturated or at-capacity conditions, and LOS F as the lowest (oversaturated conditions). CSAH 42 is a four-lane divided rural roadway, Akron Avenue is a two-lane divided urban roadway, Abbeyfield Avenue is a two-lane undivided roadway, and Aliesbury Avenue is a neighborhood road. Table 3 shows the expected LOS based on the AADT and roadway type. Exhibit 1 shows the anticipated daily trips generated by the development that will utilize the adjacent roadways in the area. Based on future trip distribution and assignment, all roadways in the area are expected to remain at acceptable capacity. While there is not a known AADT for Aliesbury Avenue, it is expected to have minimal additional traffic based on projected distribution patterns. Table 3 – Planning Level Roadway Capacity Facility Type Planning Level Daily Capacity Ranges (AADT) Under Capacity Approaching Capacity Over Capacity LOS A B C D E F V/C 0.2 0.4 0.6 0.85 1.0 >1.0 Two-lane undivided urban 8,000-10,000 2,000 4,000 6,000 8,500 10,000 >10,000 Two-lane divided urban 14,000-17,000 3,400 6,800 10,200 14,450 17,000 >17,000 Four-lane divided rural 35,000-38,000 7,600 15,200 22,800 32,300 38,000 >38,000 CONCLUSION The proposed site is anticipated to include a 212-unit apartment building. The AM peak hour is projected to generate 78 trips (18 entering and 60 exiting) and the PM peak hour is projected to generate 83 trips (50 entering and 33 exiting). The development is projected to generate 962 daily trips. Based on future trip distribution and assignment, all roadways in the area are expected to remain at acceptable capacity. While there is not a known AADT for Aliesbury Avenue, it is expected to have minimal additional traffic based on projected distribution patterns. NOT TO SCALE N CSAH 42 (145th Street)CS A H 7 3 ( A k r o n A v e n u e ) A i l e s b u r y A v e n u e A b beyfield Avenue *100 vpd *3 7 5 v p d *5 0 v p d *52 5 v p d *7 5 v p d *600 vpd *300 vpd * 5 0 v p d *2 5 v p d * Est. Additional Daily Traffic C o n n e m a r a T r a i l EXHIBIT 1 TRIP DISTRIBUTION LEGEND Proposed Site Global Distribution In [Out] Site Traffic Distribution Proposed Access Road X% XX% [XX%] 5% 5% 5% [5%] 55 % [5 0 % ] 5% 50% [5 0 % ] [10%] 10% 10% 25%[3 0 % ] 5% [1 0 % ] 5% 35 % [40%] 5% [5 % ] [5 % ] 5% [50%] [10%] 55 % 60% 30% K:\021290-000\Admin\Docs\2022.09.13 - Site Plan Review.docx Memorandum To: Anthony Nemcek, Senior Planner CC: Stacy Bodsberg, Planning & Personnel Secretary Brian Erickson, City Engineer From: Tim Hanson PE, WSB Engineering Consultant Date: September 14, 2022 Re: Rosemount Apartments Preliminary Site Plan Review Preliminary Grading Plan Review Preliminary Utility Plan Review WSB File Number 021290-000 SUBMITTAL: Roers Company has submitted a site plan for the development of the northerly portion of Outlot I, Prestwick Place. The proposed project develops a 225-unit apartment building with 286 surface parking stalls. The plans submitted were prepared by Kimley-Horn of St. Paul, MN. Review comments were generated from the Site Plan Submittal not dated, received on 09.01.2022. The submittal included the following: ▪ Existing Conditions ▪ Site Plan ▪ Grading Plan ▪ Utility Plan ▪ Landscape Plan EXISTING CONDITIONS Rosemount Apartments is in the northwest quadrant of County State Aid Highway 42 and Akron Avenue, south of Connemara Trail and east of Abbeyfield Avenue. The parent parcel will be subdivided with the northerly portion proposed for development and the southerly portion adjacent to CSAH 42 for future development. The parent parcel is 18.88 acres.in size and is currently utilized for agricultural purposes. Rosemount Apartments is roughly one half of the parent parcel in size. Rosemount Apartments will create a single lot and an outlot. The replating of Outlot I, Prestwick Place will require the vacation of existing drainage and utility easements platted with Prestwick Place. 1. Vacate existing drainage and utility easements within the platted lot. SITE PLAN The proposed site plan identifies the development of 225-unit Apartment building in one structure. Access to the site is from a proposed street extending between Akron Avenue and Abbeyfield Avenue. The apartment site identifies two driveway locations extending from the proposed street. Anthony Nemcek September 14, 2022 Page 2 K:\021290-000\Admin\Docs\2022.09.13 - Site Plan Review.docx The easterly access provides access to the building entrance and two surface parking lots. The westerly access provides access to the garage parking area located under the apartment building. This access is on the westerly end of the proposed street extending to the southeasterly corner of the apartment building. The street width and driveway widths are not identified in the preliminary plans. The proposed street will provide access to both the commercial area and the apartment complex. Allowing for driveway accesses that are not aligned, the street width needs to provide for 2 thru lanes and a continuous left turn lane. The proposed surface parking stalls are identified to be 9-feet-wide and 18-feet deep with bumper overhang and 20-feet-deep for head-to-head parking stalls. Access and circulation within the parking lots appears to be adequate. Pedestrian facilities are identified adjacent to the proposed street extending from Akron Avenue to Abbeyfield Avenue. Sidewalks are also identified around the parking lots and the along the north and northwest sides of the apartment building. These sidewalks provide access to recreational amenities identified on site. A pipeline and pipeline easement extends diagonally across the northern portion of the site. The building footprint is adjacent to and parallel to the pipeline easement. The grading plan identifies significant fills and cuts over the pipeline alignment. The developer needs to verify the ability to change the grade over the pipeline. 2. Provide a street width that accommodates 3 lanes of traffic. 3. The proposed pavement section needs to include 2 feet of select granular borrow. The development Fees are indicated below based on the 2022 Schedule of Rates and Fees. The lot is subject to these fees. ▪ Sanitary Sewer Trunk Charge: $1,075/acre ▪ Watermain Trunk Charge: $6,500/acre ▪ Storm Sewer Trunk Charge: $6,865/acre GRADING AND DRAINAGE The proposed grading plan directs runoff away from the building. The southeasterly side of the building has its runoff flow south to the southerly curb line of the parking lots where it is collected by storm sewer. The west side of the building has its runoff flow by overland flow to the northwest to the proposed ponding area. No grading is identified south of the proposed east -west street. The street grades match the existing topography. The high point in the street should be at or below 932 elevation. This is anticipating the commercial area will be graded relatively flat. 4. The high point of the street should not be above a 932 elevation. 5. The centerline radii of the street must be 340 feet or greater. SANITARY SEWER AND WATERMAIN – UTILITY PLAN Sanitary sewer service to Rosemount Apartments is proposed to extend from an MCES facility located on the east side of Akron Avenue. The utility plan identifies the sanitary sewer extending across Akron Avenue and along the proposed street alignment to the westerly driveway. Sewer service to the apartment building extends to the central portion of the building from just east of the easterly driveway. An existing sanitary sewer stub into the parent parcel is located off of Abbeyfield Avenue at the Ailsebury Court intersection. This sanitary sewer can provide sewer service to the westerly portion of the future development area. The easterly portion of the commercial property can be provided sewer service from the proposed sewer extension. Anthony Nemcek September 14, 2022 Page 3 K:\021290-000\Admin\Docs\2022.09.13 - Site Plan Review.docx There is an existing eight-inch watermain stub located at the Akron Avenue intersection with the proposed street. This watermain stub is proposed to be extended into the site along the proposed street alignment The watermain will be extended as a 12-inch trunk main and connect to a 12- inch watermain located within Abbeyfield Avenue. Domestic and fire flows will be obtained from the watermain extension. 6. Location of hydrants and valves will be detail reviewed with the construction plans. STORM SEWER One storm sewer system is proposed for the apartment building site. This storm sewer line extends along the south curb line of the main parking lot to the northeast corner of the southerly parking lot. This storm sewer extends around the northern portion of the apartment building to the proposed ponding area located in the northwest corner of the site. T his storm sewer will be privately maintained. Storm sewer design and layout will be reviewed with the Surface Water Management plan submittal. 7. Detail review of the storm sewer system and design will be completed with the construction plans for the site. 8. An existing storm sewer stub extending from Abbeyfield Avenue will need to be permanently truncated if it is not utilized. 9. An existing 6-inch drain tile extends from the storm sewer in Akron Avenue to the low area north of the proposed street intersection with Akron Avenue. This drain tile needs to be truncated at the catchbasin. 10. An existing interceptor storm sewer extending from Abbeyfield Avenue will need to be extended to the proposed ponding area. 11. The preliminary plans do not identify how runoff from the proposed street will be collected or managed. SURFACE WATER MANAGEMENT The proposed Surface Water Management plan for the preliminary plat is under reviewed. Comments included in the Surface Water Management plan review shall be incorporated in the project design. LANDSCAPE PLAN A Landscape plan was not submitted for review. Landscaping needs to be located so it does not conflict with infrastructure. Tree plantings should allow space for access and maintenance of proposed infrastructure. GENERAL Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering Guidelines and Standards. Infrastructure construction shall be completed in accordance with the latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility Construction. M E M O R A N D U M To: Planning Commission Adam Kienberger, Community Development Director Anthony Nemcek, Senior Planner Julia Hogan, Planner From: Dan Schultz, Parks and Recreation Director Date: October 19, 2022 Subject: Park Development in the area of Akron Avenue and Connemara Trail The Parks and Recreation Department was recently asked to provide input on the parks and recreation opportunities in the area of Akron Avenue and Connemara Trail where new apartment complex projects are being discussed. The City’s Parks, Trail and Open Space Plan includes a framework that are based on national standards and with a strong influence of local needs and conditions. As such, this framework should be used as a guide and should be adjusted based on community needs, trends, etc. It is assumed that residents, land developers, city staff, commissions and officials will use the masterplan and knowledge of local conditions as they face decisions about parks, trails or open space. The City’s framework calls for typical neighborhood park to have a service area radius of an average of a ½ mile. The Shafer Richardson project is in close proximity to two existing City parks, a future City park and a future school site. The listings below show how close the proposed Shafer Richardson project site is to these areas. Please also see the attached map. Ailesbury Park .32 miles Greystone Park .54 miles Future School .63 miles Future Talamore Park .72 miles The Roers project is also in close proximity to two existing City parks, a future City park and a future school site. The listings below show how close the proposed Roers project site is located to these areas. Please also see the attached map. Ailesbury Park .14 miles Greystone Park .74 miles Future School .68 miles Future Talamore Park .73 miles Please let me know if you have any questions about this memo. Area Map