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HomeMy WebLinkAbout05272025 Agenda Packet AGENDA Planning Commission Regular Meeting Tuesday, May 27, 2025 6:30 PM City Council Chambers, City Hall 1. CALL TO ORDER/PLEDGE OF ALLEGIANCE a. Election of Chair and Vice-Chair 2. ADDITIONS TO AGENDA 3. AUDIENCE INPUT 4. CONSENT AGENDA a. Minutes of the April 22, 2025 Regular Meeting Minutes 5. OLD BUSINESS 6. PUBLIC HEARINGS a. Request by Flint Hills Resources for an Interim Use Permit to construct a warehouse tent. b. Request by Sonny's Carwash for approval of a Site Plan Review to construct a car wash facility 7. NEW BUSINESS 8. DISCUSSION 9. ADJOURNMENT Page 1 of 63 EXECUTIVE SUMMARY Planning Commission Regular Meeting: May 27, 2025 AGENDA ITEM: Election of Chair and Vice-Chair AGENDA SECTION: CALL TO ORDER/PLEDGE OF ALLEGIANCE PREPARED BY: Liz Kohler, Community Development Technician AGENDA NO. 1.a. ATTACHMENTS: APPROVED BY: RECOMMENDED ACTION: Nominate and elect the Chair and Vice-Chair of the Planning Commission. BACKGROUND From May 2024 to May 2025, Melissa Kenninger served as Chair and Michael Reed served as Vice-Chair of the Planning Commission. RECOMMENDATION Nominate and elect the Chair and Vice-Chair of the Planning Commission from May 2025 until April 2026. Page 2 of 63 ROSEMOUNT PLANNING COMMISSION REGULAR MEETING PROCEEDINGS APRIL 22, 2025 CALL TO ORDER/PLEDGE OF ALLEGIANCE Pursuant to due call and notice thereof a regular meeting of the Planning Commission was held on Tuesday, April 22, 2025, at 6:30 PM. in Rosemount Council Chambers, 2875 145th Street West. Commissioner Reed called the meeting to order with Commissioners Rivera, Buggi, Reed, Beadner, Ellis, and Arnob. Chairperson Kenninger was absent. Staff present included the following: Community Development (CD) Director Adam Kienberger, City Administrator Logan Martin, Public Works Director Nick Egger, Senior Planner Anthony Nemcek, Planner Julia Hogan, and CD Technician Liz Kohler. a.Oath of Office / Appointment and Re-appointment of Planning Commissioners Commissioner Reed noted the change to the agenda for the swearing in of the commissioners. Logan Martin administered the Oath of Office to Brenda Rivera, Jeff Ellis, and Furhath Arnob. Commissioner Reed thanked Commissioners Ellis and Rivera for continuing to serve and extended a welcome to Commissioner Arnob. ADDITIONS TO AGENDA None. AUDIENCE INPUT None. CONSENT AGENDA a.Minutes of the March 17, 2025 Regular Meeting Minutes Motion by Reed Second by Buggi Motion to approve the minutes of the March 17, 2025 meeting Ayes: 6. Nays: None. Motion Carried. OLD BUSINESS None. PUBLIC HEARINGS a.Request by David Kensinger and Appro Development for approval of a site plan review to construct a combination coffeeshop and wine bar. Senior Planner Anthony Nemcek presented on a request by David Kensinger and Appro Development for approval of a site plan review to construct a combination coffee shop and wine bar. Nemcek stated the lot currently also hosts the Morrison apartment building. He said there will be drive-through and an Page 3 of 63 outdoor dining area and that the site had previously been approved for a restaurant. He also said that the site plan meets the standards of the MX-1 Downtown Mixed-Use zoning district. Nemcek showed the site location and noted the temporary nature of the parking area. He also stated that the previously approved restaurant did not have a drive-through component but was a larger building. He showed the site layout and identified the peninsulas that will facilitate the ability for cars in the parking lots to reverse out without any issues from the drive-through stacking. He highlighted the parking for the site and compared it with similar apartment buildings and noted the extra parking at city hall and the park and ride location adjacent. Nemcek also discussed access and additional signage that will give cars accessing the lot from Highway 3 the right of way. He showed elevations and discussed a traffic study from when the Morrison was approved. Nemcek stated that there is no minimum requirement for car stacking in the drive-through, but the ten- car stacking exceeds requirements in other business zoning districts. He said that the landscaping requirements are all met according to the city code. Staff recommended approval. Staff did add conditions including that a sidewalk be striped, creating a pedestrian connection and lighting guidelines. Commissioner Reed asked if the sidewalk was intended for the Morrison residents. Nemcek confirmed that it was. He also asked if the drive-through traffic would be directed left and if there would be signage identifying yielding to Highway 3. Nemcek confirmed both were correct. Commissioner Ellis asked if there would be something to deter people leaving the drive-through from turning right. Commissioner Beadner asked about problems with the shared parking lot. Nemcek responded that it would be expected and residents could adjust. Commissioner Reed opened the public hearing. Mike Waldo Waldo discussed the history of the Morrison and stated that an original goal for downtown was maintaining retail spaces. He stated that the Taphouse was an exciting project but then the pandemic hit and it was unable to go through. He stated that he thought this was the best use for the space and that the drive-through is an essential component to the business but will not be the main component. He noted that the sit-down coffee shop space was intended to be the main use of the restaurant. He said that they paved the area because people were parking on the space while it was dirt anyway. He also stated that the loss of Morning Glory bakery created space for the new coffee shop to replace it. Commissioner Reed asked if there will be any additional signage. Waldo responded that they will be working on it internally with their management team and the coffee shop team will meet on a continual basis. Commissioner Reed asked if he was comfortable with the current plan. Waldo responded that he was. David Kensinger 3585 Clare Downs Path Kensinger identified that when he and his wife moved to Rosemount they purchased the building their floral shop resides in. He noted that a drive-through was fairly essential for the success of a coffee shop and the building they had purchased was not compatible with that, and so they were excited by the prospect of this space. He stated that the goal is to create an elevated space to reunite people after the pandemic. He also noted that there will be a component that is more geared toward craft coffee and wine. He identified the closing of Morning Glory and the need in the community for a local coffee shop. Page 4 of 63 Commissioner Reed asked about Commissioner Ellis' question regarding the signage exiting the drive- through. Kensinger replied that he will be working with the Morrison on the project to make the access safe for everyone. Commissioner Rivera asked about food in the space. Kensinger responded that it would be a small menu. Nadia Ritter 21476 Grenada Ave. Ritter said she works for Appro Development and that they have a team of civil engineers looking into the issue, but she can answer any questions. Susan Gjemse 14589 S Robert Trl Asked if her written comments had been received. Commissioner Reed confirmed that they had been. Gjemse also asked if they were going to be directing the residents coming out of the garage or not. Daniel Nas 13665 Carrach Ave He stated that the concept is really interesting and that he believes it could be good for the city. He spoke to the character of the owners and described his support. Motion by Reed Second by Ellis Motion to close public hearing Ayes: 6. Nays: None. Motion Carried. Commissioner Reed asked about residents coming out of the garage and how that would be affected. Nemcek responded that there would be no change in access because the access that had been brought up was currently an entrance only and would be staying an entrance only. Nemcek stated that there were also written comments about snow removal and deferred to the applicant. Waldo returned to the podium and stated that snow would be hauled away from the site in cases of heavier snowfall. Commissioner Reed asked if there was a change to the dumpsters with the plan. Waldo responded that there should be no change to the current process. Commissioner Reed asked if a condition could be added to push for more signage to prevent drive- through users from turning the wrong way. Nemcek stated that it probably wasn't needed, but it was an option. Commissioner Rivera stated that she was on the commission when the original plans were brought forward and this type of use was always the plan. She also said she felt this was a good project, and a good fit for downtown. Commissioner Reed agreed. Motion by Reed Second by Buggi Motion to approve the proposed site plan allowing David Kensinger and Appro Development to construct a combination coffee shop/wine bar at 14557 South Robert Trail, subject to the following conditions: 1.Directional signage should be installed near the exit of the drive-thru giving cars entering from Highway 3 the right of way. Page 5 of 63 2.If the applicant decides to use landscaping for screening of the drive-through, the proposed landscaping shall be 6' in height and screen to 90% opacity in conformance with the zoning ordinance. 3.Only lighting necessary for security shall be illuminated after business hours. 4.A crosswalk shall be striped connecting the sidewalk along The Morrison and that of the subject property. 5. The applicant will work with engineers to define a safe exit design preventing drive- through traffic from entering onto Highway 3. Ayes: 6. Nays: None. Motion Carried. b.Request for a Planned Unit Development final site and building plan and a minor amendment to the Prestwick Place Planned Unit Development Agreement to construct a 10,000 square foot restaurant. Planner Hogan presented on a request for a PUD final site and building plan and a minor amendment to the Prestwick Place PUD. Hogan showed the site location and the lot split establishing one parcel as buildable and one as an outlot for future development. She discussed the site plan, zoning and land use. The site will be used for a restaurant and will include an outdoor dining area that is allowed as an accessory use. She discussed parking and access to the site. She stated that the plan does not meet the parking requirements but that there is a potential for cross parking with surrounding businesses. She showed the landscape plan and identified a sanitary easement on the property and that trees in the easement would need to be moved, and the applicant will be working with city staff to ensure there is no overlap. Staff recommended the city collect cash-in-lieu of parkland dedication. Hogan showed the lighting plan, elevations, and floor plan. She also showed photos of an existing restaurant from the developers. Staff recommended approval. Commissioner Reed asked about the easement and if plantings would be allowed. Hogan responded that they would not be allowed. Commissioner Ellis asked about lighting height in regards to the second floor. Hogan responded that the code referred to pole mounted lighting and clarified that there will be lights on the second floor. Commissioner Buggi asked for more clarification on the deviation with the EIFS. Hogan replied that EIFS isn't as heavy so there would need to be additional columns needed if they used brick instead of EIFS. Commissioner Beadner asked about parking spillover into Lifetime's parking lot. Hogan stated that the spillover parking will be in the lot to the north, not Lifetime necessarily. Commissioner Reed asked about sidewalks across the road from lifetime. Commissioner Reed opened the public hearing. Cory Bannerman 5511 Southwood Drive Commissioner Reed asked about the project not meeting parking requirements and pedestrian safety. Bannerman stated that there is an existing sidewalk on the west side. Commissioner Rivera asked about the other Copper Pint. Commissioner Ellis asked about the EIFS. Bannerman responded that there would be columns supporting the second floor and the additional brick would increase the number of columns necessary. Commissioner Buggi asked if it could be readdressed to meet city standards. Bannerman replied that they would take a second look at the plans. Page 6 of 63 Alan Catchpool Catchpool confirmed there were sidewalks on the south side of the road with crosswalks on the west side of the roundabout. Motion by Reed Second by Rivera Motion to close the public hearing. Ayes: 6. Nays: None. Motion Carried. Commissioner Reed asked about any other comments received. Hogan responded that there were none. Commissioner Rivera stated that she felt it would be a nice addition to the area. Motion by Beadner Second by Ellis Motion to approve the Planned Unit Development Final Site and Building Plan to allow for the construction of a 10,000 square foot restaurant with outdoor dining areas on Lot 1, Block 1, Prestwick Place 27thAddition, subject to the following conditions: 1.Approval by the City Council for a minor amendment to the Prestwick Place Planned Unit Development Agreement. 2.Compliance with all comments and requirements of the City's Engineer detailed in the Engineer's Memorandum dated April 11, 2025. 3.Conformance with all comments and requirements outlined in the City’s Park and Recreation Directors Memorandum dated April 17, 2025. 4.The applicant shall apply for a sign permit for any site signage. 5.Submittal of a landscape surety equal to 110% of the value of trees planted on the property. 6.The applicant shall work with City Staff to address tree location issues on site and resubmit an updated landscape plan prior to the issuance of a building permit. 7.Conformance with all the required standards associated with outdoor dining. 8.No public address system shall be audible from adjacent non-commercial property boundaries. 9.Non-essential lighting shall be turned off after business hours. 10.Light fixtures within 100 feet of a residential property line shall be no higher than 20 feet. Ayes: 6. Nays: None. Motion Carried. c.Request for an Amendment to the Rosemount Comprehensive Guide Plan Land Use Map Senior Planner Nemcek presented on a request for a comprehensive land use amendment to re-guide about 420 acres on the eastern side of the city and expand the Metropolitan Urban Services Area (MUSA) into the site. He showed the location of the proposed land use change and stated that it is currently being used for agriculture and as a mineral extraction site. The land is in seven different parcels. The land would be re-guided from residential and commercial to business park. This would expand the MUSA line to bring urban services into the area. He stated that there was an AUAR Page 7 of 63 published and that the comments that were received will be incorporated into the AUAR prior to the council review. Nemcek showed the current land use designations and discussed the business park designation specifically. He stated that the comprehensive plan contains ten guided principals and that two of those principals identify diversifying development. He also called out the economic competitiveness of chapter six and chapter seven on resilience. He also brought up the City Council's strategic goals. He noted that there will be a realignment of County Roads 42 and 55. He identified the timeline as sometime in the 2030s. Nemcek discussed the utility study and its goals of bringing city utilities to the subject area. He described the amendment adoption process. Staff recommended approval of the proposed amendment change. Commissioner Reed called out that the area to the northwest was waste management. Nemcek confirmed that and stated that business park land was re-guided for waste management, reducing the business park designation in that area. Commissioner Reed identified it would be nice to have a buffer between the waste management area and potential residential areas. He also asked about what businesses would be included in community commercial. Nemcek replied that it's typically similar to businesses seen on the south side of County Road 42, including fast food restaurants and grocery stores, and also stated that it's likely that the amount of community commercial identified in the comprehensive plan is likely too high for the current and future residential spaces. Commissioner Reed discussed the AUAR process and asked Nemcek if there was anything that might arise from the AUAR that the Commission should be aware of. Nemcek stated that it is not yet complete, but only four comments had been received, and they were regarding water and wildlife and nothing was surprising. He also said that the AUAR lays out possible impacts and mitigation possibilities. Commissioner Reed also asked about traffic studies and if MnDOT was aware of possible changes to the comprehensive plan and traffic impacts they may have. Nemcek confirmed they were. Commissioner Arnob stated that even with the amendment, the community commercial would still be more than exists in the city currently. Commissioner Rivera asked about the other steps in the process and if this area will be seen more in future meetings. Nemcek responded that it would have to be seen multiple times before any development would occur and many developers try to get amendments done before putting energy and resources to further planning on a site until the amendment is approved. Commissioner Beadner asked about the mineral extraction site that currently exists on the site. Nemcek stated that the reclamation will take place during the mass grading of the site for development. Commissioner Reed opened the public hearing. Jacob Stein 8300 Norman Center Drive Stein represented the applicant and stated that this is the early stage of the project. He said the policies and principals of the comprehensive plan are supportive of the plan. He said they are working with the city county, and MnDOT about the right of way needs. They are also looking at extending the utilities that will bring growth not only to the proposed site but also everything between the site and the other developed areas of the city. He discussed the jobs created by the data center as well as those created Page 8 of 63 during the buildout of the site. Commissioner Reed asked if they could expect a similar approach that was taken for the Meta project in town. Stein confirmed that they could expect a similar approach. Kimberly Dimmick 15001 Fisher Ave She stated that during the State of the City the mayor made comments about history and agriculture in the area. She voiced her opposition to the amendment and her hope that the city would preserve agriculture. She also discussed the Dakota County Comprehensive plan and the Rosemount Comprehensive Plan. She expressed concern about issues caused by data centers. She stated that Tract wouldn't be the end user of the land. She questioned why this would be approved if the end result is unknown. She also noted the importance of the farmland in the proposed location. She brought up the AUAR and the well capacity on the property. She stressed her concerns over water usage. She also discussed cooling towers and the pollution caused by them. She stated concerns about the accuracy of the AUAR. Janice Beltz 14997 Fisher Ave. She identified the private road that runs along the southeastern corner of the area and stated that Tract informed them of a 50-foot buffer from their property line. She voiced concerns over the vision of the city when entering from Hastings. John Bremer 7048 150th St E Bremer stated that the township was not informed of the project and asked for more communication on the project. He also mentioned concerns about roadways being affected by development and noted that Nininger Township shares the road with Rosemount. He also brought up that the project may be considered leapfrogging. Brandon Bourdon 14991 Fisher Avenue He voiced concerns over changing the comprehensive plan and how they affect choices people had made prior to the changes. He stated that a data center wouldn't be the best use of the property. He said he's not against development, but is not in favor of the change because the land use wouldn't be compatible. Stephanie Kamen 14995 Fisher Ave. She voiced concerns over noise and lights from a data center. She stated that everyone in the surrounding community is present at the meeting and wants to continue to pass down their homes and properties to their families. Melissa Johnson 14700 Furlong Circle She said it feels like overreach, not balanced growth. She is concerned about hazard stacking and destruction of agriculture. She presented the impacts of past industrial projects in cities and the Page 9 of 63 negative impacts of data centers. She also expressed concerns over water usage and changes to the physical space. Maddie Gunhus 14710 Furlong Circle She stated that the reason for buying her property was the views and lack of businesses in the surrounding area. She is concerned about water, radiation from a data center, and property values. Peter Johnson 14700 Furlong Circle He discussed his history in Rosemount and identified concerns about traffic. He stressed concerns about utilities, particularly water and sewage. Kyle Kaman 14995 Fischer Ave. He stated his history of living in his home and that he intends to continue to live in his home. He identified a push toward business and stated that he believed it does not represent the community. He said he thinks there is not a benefit to this change. Russel Beltz 14997 Fischer Ave. He expressed concerns over elevation changes and the grading of the properties and runoff from snow. He stated safety concerns about student bus stops. He also stressed fears about property values and the longer-term effects of data centers. Susan Gjemse 14589 S Robert Trail She stated concerns about transparency from the city. She asked about construction timelines starting in 2025. Motion by Reed Second by Buggi Motion to close the public hearing Ayes: 6. Nays: None. Motion Carried. Commissioner Reed asked about the 2025 timeline. Stein returned to the podium. He stated that the anticipated timeline was 2027 for horizontal construction and 2028 for vertical construction. Commissioner Reed asked staff to comment on project Mercury. Nemcek stated that AUARs do not confirm development approvals, and they reviewed the AUAR but have not heard anything about further development on the site and therefore could not comment. Kienberger also noted that AUARs are a common planning tool for large scale development and that AUARs look at problems and mitigation efforts for a variety of development proposals. He clarified that just because something is in an AUAR does not necessarily mean that it will be developed into that project. Commissioner Reed asked about the runoff. Nemcek responded that the current meeting is regarding the amendment and any further development would be required to adhere to stormwater requirements. Commissioner Reed asked about street improvements on Fischer Avenue in the case of Page 10 of 63 development. Nemcek replied that if improvements were needed it would be the responsibility of the developer to make those improvements. He also said that traffic impacts would be determined as part of development proposals. Commissioner Reed asked about the water table. Nemcek stated that the well onsite is an irrigation well. He stated that the water brought in and sent out through wastewater would be through the municipal systems. It would be provided by the city wells allocated by the DNR. Commissioner Reed brought up water usage. Nemcek stated that they would need to provide information related to the type of cooling and the anticipated amount of water that would be used for the cooling system. He also noted that even without this amendment the site would be using a large amount of water. Commissioner Reed brought up the aesthetics of the site. Nemcek stated that the business park zoning district does have requirements for things like screening and a large project would have other requirements negotiated in the PUD process. Commissioner Reed asked about engagement with the surrounding residents. Stein stated that they have started public engagement and that there will be numerous public hearings. Commissioner Reed asked about a few other questions from residents on things like cooling towers and if those would need to be addressed later in the development process. Nemcek confirmed. He also reiterated that Tract is a master developer that will prepare the land for the developer and that the end user of the site is unknown. Commissioner Beadner asked about how staff views approaching balance in development. Nemcek responded that property owners still have rights, and the city cannot have a say about what gets sold. Kienberger added that there are other possible outcomes for the site with or without the amendment. Commissioner Beadner asked about identifying a site and why the specific site was chosen. Stein stated that they are looking for consolidated large groups of land with a suitable grade. Commissioner Rivera asked how many people own the land for sale. Nemcek responded that two people own the land for sale. Commissioner Rivera asked if the landowner is selling for a particular reason or not. Nemcek responded that he could not speak for the seller. Commissioner Rivera stated that she does not feel comfortable changing the land use. Commissioner Reed expressed concerns about the future plans, but also said he felt confident that the city will do a thorough review of any plans. He also stated that he is in favor of changing the land use because of concerns over a lack of community commercial coming in. Commissioner Ellis clarified that the planning commission's role in this particular case was legislative. He also stated that he was in favor of the change. Motion by Buggi Second by Ellis Motion to recommend the City Council adopt the proposed Comprehensive Guide Plan amendment to change the land use designation from CC-Community Commercial, AG- Agriculture, HDR-High Density Residential, MDR-Medium Density Residential, and LDR-Low Density Residential to BP-Business Park, and to extend the Metropolitan Urban Services Boundary to include the subject property, subject to acceptance by the City Council of the Dakota East AUAR. Ayes: 5. Nays: Rivera. Motion Carried. Page 11 of 63 Nemcek noted that the tentative date for City Council on the staff report said May 20, but it would actually be going to Council on June 3. NEW BUSINESS None. DISCUSSION Kienberger identified that the Port Authority would be having a joint meeting with the Planning Commission on May 20th. Commissioner Reed asked if there would be background material on the subject. Kienberger responded that all necessary background information would be provided. Commissioner Rivera asked about the appreciation on the 29th at the Steeple center. Staff confirmed the date. ADJOURNMENT There being no further business to come before the City Council at the regular Planning Commission meeting the meeting was adjourned at 8:59 p.m. Respectfully submitted, Liz Kohler Community Development Technician Page 12 of 63 EXECUTIVE SUMMARY Planning Commission Regular Meeting: May 27, 2025 Tenative City Council Meeting: June 17, 2025 AGENDA ITEM: Request by Flint Hills Resources for an Interim Use Permit to construct a warehouse tent. AGENDA SECTION: PUBLIC HEARINGS PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.a. ATTACHMENTS: Site Location, Building Location, Structural Drawings, Blanket Agreement Area APPROVED BY: AK RECOMMENDED ACTION: Motion to recommend the City Council approve the Interim Use Permit for a warehouse tent, subject to the following conditions: 1. The applicant shall ensure water draining off the tent does not create erosion of the gravel surface. If erosion is observed, the applicant shall take measures to contain sediment, repair and prevent future occurrences. 2. The Interim Use Permit expires on December 31, 2029. 3. The applicant shall obtain the required building and grading permits and shall conform to all applicable building and fire codes. 4. The Heavy Industrial Site and Building Standards are waived to allow metal and fabric buildings within the areas shown on the Blanket Agreement Area map. No temporary metal or fabric buildings are allowed within 300 feet of the Rich Valley Boulevard right-of-way. 5. The placement of the warehouse tent is limited to the areas shown on the Blanket Agreement Area map. 6. The applicant shall pay property taxes on the structures based upon their value. BACKGROUND The Planning Commission is being asked to consider a request by Flint Hills Resources (FHR) for what is essentially a modification of an existing interim use permit to construct a temporary warehouse building. Temporary buildings are an interim use in the I-2 Heavy Industrial zoning district. Most recently, in 2019, the City approved an IUP allowing FHR to construct three temporary warehouse buildings as well as blast-resistant modules and blast-resistant tents. The proposed structure is similar to the warehouse tents that have already been approved. Staff is recommending approval of the Interim Use Permit with an expiration date the same as the existing IUP on site so that only one renewal will be required. The IUP is intended to permit temporary buildings with an exemption from certain zoning standards associated with permanent buildings, such as required materials, parking and landscaping. The IUP process has been used in other situations when the use is expected to be temporary, and the duration is clearly identified, such as the ancillary uses near the Dakota Aggregates mining operation. An IUP process is also used when the site use or improvements are of a temporary nature that will not Page 13 of 63 adversely affect or inhibit future re-use of the site. As with other structures previously approved by the IUP, staff would prefer permanent structures as they are more visually appealing and, more importantly, provide tax base for the City. In past discussions with the applicant, they have agreed to pay taxes on the proposed buildings based upon the value of the structure. As the City is not the jurisdiction that determines valuation or what structures are, or are not, taxed, staff has again included this commitment in the conditions of approval. The City and FHR have identified a Blanket Agreement Area within which the structures described above may be located. This allows FHR flexibility to place the structures in closer proximity to projects as they occur without needing additional approvals each time the structures are relocated. The applicant is not requesting a change to the boundaries of this area, which are shown on a map contained in the attachments. One of the original conditions of the IUP that was included to mitigate any impact from the westward expansion of the Blanket Agreement Area is being included in the recommendation, and that is that no temporary structures can be placed within 300 feet of Rich Valley Boulevard. Another 2013 condition that required additional conifers to be planted along Rich Valley Boulevard has been met and therefore is not included in the recommendation. Legal Authority The interim use permit approval is a quasi-judicial action, meaning that if the application meets the City Code and interim use permit regulations, then the interim use permit must be approved. Staff supports approval of this interim use permit. A detailed analysis of this finding is provided below. 1. The extent, location and intensity of the use will be substantially in compliance with the Comprehensive Plan. Finding: The site is designated for General Industrial use in the 2040 Comprehensive Plan. The warehouse tent will support the refining of petroleum, a permitted use in the Heavy Industrial zoning district. 2. The use will provide adequate ingress and egress to minimize traffic congestion in the public streets. Finding: Access to the site is located along Clark Road, east of the site. No changes are proposed to the traffic to and from the site. 3. The use will not be detrimental to the existing character of the development in the immediate neighborhood or endanger the public health, safety and general welfare. Finding: The refinery complex with its exposed equipment, storage tanks and pipe racks has a heavy industrial character. Public health, safety and general welfare are served by conformance with building and fire codes and the IUP being visually screened from the US 52 right-of-way. 4. The use will not impede the normal and orderly development and improvement of the Page 14 of 63 surrounding property for uses permitted in the district. Finding: The construction projects that prompt the IUP are further development of the refinery complex as a permitted use in the I-2 District. 5. The use shall, in all other respects, conform to the applicable regulations of the district in which it is located. Finding: The use is consistent with applicable I-2 District standards and the IUP does not waive performance standards such as setbacks and utilizing existing or future planned parking facilities. RECOMMENDATION Staff recommends that the Planning Commission recommend that the City Council approve an Interim Use Permit for a temporary warehouse building, subject to the staff's recommended conditions. This recommendation is based on the information submitted by the applicant and the findings made in this report. Page 15 of 63 Page 16 of 63 Page 17 of 63 FABRIC COLOR APPROVE WITH CHANGESAPPROVE PLEASE SIGN AND CHECK THE APPROPRIATE BOX BELOW THE SIGNATURE AFTER REVIEWING THE DOCUMENTS. MY SIGNATURE BELOW ACKNOWLEDGES THAT I HAVE READ AND REVIEWED ALL THE SHEETS LISTED IN THE CONTENT GUIDE AND AGREE TO THE SPECIFICATIONS SHOWN UNLESS OTHERWISE NOTED. UPON ACCEPTANCE OF THE DRAWINGS, ANY DEVIATIONS FROM THE SIGNED DRAWINGS AND SPECIFICATIONS OUTLINED IN THE EXECUTED DRAWINGS ARE SUBJECT TO ADDITIONAL CHARGES AND MAY RESULT IN DELAY OF INSTALLATION OR DELIVERY OF YOUR STRUCTURE. A CHANGE ORDER WILL BE ISSUED TO YOU WITH THE OUTLINED ADDITIONAL COST ASSOCIATED WITH THESE CHANGES AND A PROPOSED NEW DELIVERY SCHEDULE. NO CHANGES WILL BE ACCEPTED UNLESS WE HAVE A CHANGE ORDER SIGNED BY AN AUTHORIZED REPRESENTATIVE. CUSTOMER SIGNATURE DATE CUSTOMER DESIGN APPROVAL FIRE-RATED OR NON FIRE-RATED TERMINATION OF FABRIC OZ.WEIGHT OF MATERIAL WHITE 12 DAF 12PE##NF** (NON FIRE-RATED) POUND IN STRIP 40 ' - 1 1 / 4 " BA S E B O T T O M T O O U T S I D E P E A K 84'-4"PIVOT HOLE CENTERS 36 ' - 6 1 5 / 1 6 " BA S E B O T T O M T O I N S I D E P E A K GRID SQUARES = 2' THE INSTRUCTIONS INCLUDE DETAILS NEEDED DURING CONSTRUCTION. OMITTED SHEET: DRAWN BY: FL I N T H I L L S R E S O U R C E S ENGINEERING SERVICES & PRODUCTS CO. SH E E T T I T L E : CO V E R S H E E T CUSTOMER #: A1 6377211 NO. BY: REVISION DATE: 1 2 3 TJL SA I N T P A U L , M N 5 5 1 6 4 - 0 5 9 6 CO N T A C T P H O N E : NOT TO SCALE SHEET SIZE: 11X17 DRAWING DETAILS T085GPHF024155 ST R U C T U R E D E S C R I P T I O N : ORDER #: 7897389 PO B O X 6 4 5 9 6 -- [L1 - L2] .............. [M1 - M2] ............ [K] ....................... [J1] ..................... [I] ........................ [H1] .................... [G3] .................... [G2] .................... [G1] .................... [F1] ..................... [E1] ..................... [D1] ..................... [C1] ..................... [B1] ..................... [A1] ..................... 'T E M P L A T E V 1 . 3 ' WITH THE INSTRUCTION MANUAL SHIPPED WITH THE BUILDING. 65 1 - 4 3 7 - 0 8 5 0 DYERSVILLE, IA 52040 ST R U C T U R E S K U # : T0 8 5 G P H F 0 2 4 1 5 5 WEST ENDWALL: EW085GPF0743D F: 563.875.2317 DEVELOPED BY CU S T O M E R I N F O R M A T I O N : WWW.ESAPCO.COM EW085GPF0733D A DIVISION OF 1440 18TH AVENUE SW EAST ENDWALL: 85 ' X 1 5 5 ' ST R U C T U R E S I Z E : CU S T O M E R C O N T A C T : RA N D Y B A U E R REVISIONS: 4 BUILDING CONTENT GUIDE: P: 563.875.6113 COVER SHEET GENERAL NOTES BUILDING PLAN VIEW MATERIAL SPECIFICATIONS RAFTER PROFILES SIDE PROFILES DETAIL LOCATIONS & BASE DETAILS GENERAL CONNECTION DETAILS CABLE LAYOUT & DETAILS BASE PLATE LAYOUT & DETAILS OMITTED BUILDING REACTION DATA ADDITIONAL INFORMATION THESE PRINTS IDENTIFY AND SHOW THE MAIN COMPONENTS ANDCONNECTIONS FOR THIS BUILDING. LENGTH, WIDTH, AND OTHERIMPORTANT DIMENSIONS ARE ALSO PRESENT. TO BEST UNDERSTAND HOW TO CONSTRUCT THIS BUILDING, THEINFORMATION CONTAINED WITHIN THESE SHEETS SHALL BE USED CREATION DATE:3/7/2025 PREL I M I N A R Y Page 18 of 63 ISSUED FOR APPROVAL Page 19 of 63 ISSUED FOR APPROVAL Page 20 of 63 Page 21 of 63 EXECUTIVE SUMMARY Planning Commission Regular Meeting: May 27, 2025 Tenative City Council Meeting: Unless denied and appealed by the applicant, the Planning Commission's approval is the only action needed. AGENDA ITEM: Request by Sonny's Carwash for approval of a Site Plan Review to construct a car wash facility AGENDA SECTION: PUBLIC HEARINGS PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.b. ATTACHMENTS: Site Location, Existing Conditions, Site Plan, Grading Plan, Utility Plan, Photometric Plan, Landscape Plan, Irrigation Plan, Emergency Vehicle Movements Exhibit , Architectural Elevations , Engineer's Memorandum Dated May 21, 2025, Parks and Recreation Memorandum dated May 21, 2025 APPROVED BY: AK RECOMMENDED ACTION: Motion to approve a site plan review allowing Sonny’s Carwash to construct a car was facility at 2550 149th Street West, subject to the following conditions: 1. Compliance with all comments and requirements of the City's engineer detailed in the Engineer's Memo dated May 21, 2025. 2. Payment of $12,870 in lieu of park land dedication prior to the issuance of a building permit 3. The applicant shall apply for and receive a sign permit prior to the installation of any site signage. 4. Payment of any remaining development fees not collected during the plat process. 5. All overhead vehicle doors on the building shall remain closed except when a vehicle is entering or exiting the building. BACKGROUND SUMMARY Applicant: Sonny’s Carwash Property Owner: Lu-Pa Industries, LLC Site Location: 2550 149TH ST W (Northwest Quadrant of Biscayne Avenue and County Road 42) Site Area in Acres: Approximately 1.43 Acres Current Zoning: MX-2 - Highway Mixed Use Comp Plan Designation: CC - Community Commercial The Planning Commission is being asked to review the site plan submitted by Sonny’s Carwash to Page 22 of 63 construct a car wash facility at 2550 149th Street West. The subject parcel is located within the Rosewood Center 2nd Addition plat area on the north side of CSAH 42 and west of Biscayne Avenue. The plans provided by the applicant meet all requirements of the zoning ordinance within the City Code, and staff are recommending approval of the site plan review to allow for the construction of a car wash facility, subject to the conditions listed in the recommended action section above. BACKGROUND The site of the proposed car wash is within the Rosewood Center 2nd Addition plat area. The subject parcel was originally an outlot of the Rosewood Estates single-family neighborhood immediately north of the business park area along CSAH 42. This area was platted as Rosewood Center in 2014. The preliminary plat for Rosewood Center showed the area to contain six buildable lots and three outlots. The final plat approved in 2014 created one buildable lot, which is where the Anytime Fitness building is currently located, and four outlots which consisted of two for future development, one for stormwater management, and one remnant parcel. In April 2024, the original applicant for Rosewood Center requested preliminary and final plat approval for Rosewood Center 2nd Addition to subdivide two outlots into five buildable lots and one non-buildable lot. City Council approved the preliminary and final plat for Rosewood Center 2nd Addition in May 2024. Since the plat approval, there has been one development project that has been approved for construction on one of the buildable parcels. The subject parcel is zoned MX-2 – Highway Mixed Use, and car washes are listed as a use that is permitted with standards within that zoning district. In addition to the general site plan, the applicant has provided architectural drawings, a grading plan, utility plan, a photometric plan, and a landscape plan, all of which are included in the attachments. A formal review and analysis of this information and how it relates to the Zoning Ordinance is provided in the next section. No variances are being requested for the construction of the project, and the proposed development meets the requirements of the zoning ordinance. SITE PLAN REVIEW The purpose of a site plan review is to evaluate each project as it relates to the performance and site design standards of the zoning ordinance. Site plan approval is required for all commercial, industrial, institutional and multifamily development projects. Site plan applications are approved by the Planning Commission and considered a quasi-judicial action. As such, the city has a set of standards and requirements for review. Generally, if a site plan application meets the ordinance requirements, it must be approved. These standards are outlined in Section 11-6- 3 (Use Specific Standards) and 11-9-1 (Site Plan and Building Design Review). There are five standards associated with car washes which will be further outlined in this report. Site Standards The site is guided for CC-Community Commercial uses in the City’s comprehensive land use plan, and it is within the MX-2 Highway Mixed Use zoning district. The proposed building is shown to be located in the southeastern portion of the site with the main entrance into the car wash facing north. West/northwest of the principal building will be the parking/vacuum areas. The table below shows the required setbacks in comparison with those provided in the site plan. The table includes an additional setback of 20’ from CSAH 42, an arterial road, for structures. Page 23 of 63 Building Setbacks Required Setback Provided Setback Frontage Building Parking Building Parking North (149th Street West) 30 feet 10 feet 159 feet >10 feet East (2508 149th Street West) 10 feet 10 feet 21.2 feet >10 feet South (CSAH 42) 10+20 feet 10 feet 50.5 feet 10 feet West (2592 149th Street West) 10 feet 10 feet >10 feet 23.5 feet The site plan shows two vacuum motor/equipment enclosures on the property, one south of the proposed building and one northwest of the building. Both enclosures meet the required setbacks. The MX-2 – Mixed Use Highway district has a maximum lot coverage of 75%. The applicants' plans show the lot coverage of the site to be 53%. Lot coverage consists of the building, paving and sidewalks. Exterior Materials The building elevations provided show a mix of materials being used on the exterior of the principal building. The building will consist of gray cultured stone and white and blue fiber cement panels. There will also be a red steel frame around the top of the building. No EIFS or masonry stucco, of which 10% of the façade can be comprised, will be used. The MX-2 – Highway Mixed Use zoning district has a requirement that at least 50% of the exterior must contain natural stone or brick. The elevations meet that minimum threshold. The maximum building height allowed within the MX-2 – Highway Mixed Use zoning district is 35-feet. In the plans submitted by the applicant, it shows the building height to be 25-feet, which falls below the maximum allowed height restriction. Parking and Access Access to the site will come from a private drive that extends west over the adjacent parcel to an existing curb cut on 149th Street West. This private drive is shown to extend east and then south where three stacking lanes are shown to enter the car wash building. The private road is then shown to extend west and then north from the exit of the car wash building where it opens up to the parking/vacuum station area. This parking area extends north to meet back up with the main private drive in which the site is accessed by. Traffic flow is shown to circulate clockwise throughout the site. There are a total of 22 parking stalls shown in the parking lot area with 16 of those stalls having access to vacuums. The applicant also provided an exhibit showing the turning movements of emergency vehicles on site which has been reviewed by the City’s Fire Marshal. Required Provided 6 stacking spaces per car wash 22 stalls Landscaping The applicant's landscaping plan includes a mix of deciduous and coniferous trees planted to screen Page 24 of 63 the site from adjacent properties and public rights of way. Additional trees are provided around the parking island areas and open space along the perimeter of the site, which includes screening of the stacking lanes at the north end of the site. The zoning ordinance requires one tree per 3,000 square feet of site area, which in this case results in a requirement of 21 trees. The landscape plan shows a total of 61 trees to be planted throughout the site. The additional tree count is to account for the need for additional parking lot landscaping, perimeter landscaping, and screening requirements. The City Code also requires foundation planting or shrubbery in an amount based on the total linear feet of building perimeter. Based on the size of the building, a total of 34 linear feet of foundation plantings are required. The landscape plan shows a total of 129 linear feet of foundation plantings to be provided. There will be a total of 243 foundation plantings/shrubbery provided throughout the site. They are shown on the east side of the building, along the southern property line boundary, along the open space on the western side of the site and as well as around the two vacuum motor/equipment enclosures and parking lot islands on site. The following table lays out the landscaping requirements for the site. Calculation Formula Number Required Number Provided Site Trees 1 per 3,000 sf 62,290/3,000=21 trees 61 trees Foundation Plantings 1 per 10 linear feet 336/10=37 foundation plants 243 foundation plants Utilities Sewer and water service will be provided by existing facilities located at 149th Street West, and stormwater will exit the site to the storm sewer within 149th Street West. Site stormwater will make use of the stormwater pond located west of the Anytime Fitness Site. The City’s Engineer has reviewed the construction plans and provided a memorandum dated May 21, 2025. The memo contains general comments related to the grading of the site and stormwater management. A stormwater report to document how stormwater management is achieved must be submitted by the applicant. An updated SWMP is also needed for the Rosewood Commons/Center developments to assess the necessary volume needed in the regional pounds. This will need to be approved prior to any work being done on the site. Conformance with all requirements of the City Engineer is a recommended condition of approval. Parks and Open Space The developer of the Rosewood Center 2nd Addition plat has requested that park dedication be collected at the time a building permit is issued. The park dedication requirement for commercial developments is either 10% of the total property area as land dedication or cash-in-lieu of land dedication. The cash dedication for the 1.43-acre site is $12,870 (1.43 acres x $9,000 per acre). Staff has included the payment of the park dedication fee with the building permit fee as a recommended condition of approval. Site Lighting The applicant is proposing site lighting that consists of pole-mounted lights and LED tube light attached to each of the vacuum stations. The LED lights will be set up at a height of 10-feet, while the pole- Page 25 of 63 mounted lights will be 20-feet in height. The zoning ordinance allows pole-mounted lights to be up to 30-feet tall except in areas within 100-feet of a residential use. In those areas, the maximum height for lighting is 20-feet. All lights will be located over 100-feet away from any residential properties. The maximum level of lighting allowed by the code is 0.5 lumen at adjacent residential property lines and 1.0 lumen at non-residential property lines. The applicant has submitted a photometric study that shows the levels to be within the limits established by the zoning ordinance. Standards – Car Wash A car wash is a principal use that is permitted with standards in the MX-2 Highway Mixed Use zoning district. The proposed use must comply with the specific performance standards for car washes which are outlined in Section 11-6-3.G. of the City Code. These standards evaluate the city’s land use and zoning performance standards and the potential impact of the proposed use on the surrounding neighborhood. These standards and staff findings for each are provided below. 1. The site and structure(s) shall be designed to limit the effects of the washing operation on adjacent properties and public rights-of-way. No car wash use shall be located abutting any residential use or district. Findings: The subject property does not directly abut any residential uses. The properties located to the east and west of the site are zoned MX-2 – Highway Mixed Use and are designated for commercial development. CSAH 42 is located south of this property and south of CSAH 42 are properties zoned B-2 – Employement District. Directly north of the site is 149th Street West with the land north of 149th Street West consisting of either the MX-2 – Highway Mixed Use zoning district or the R-1 – Low Density Traditional Residential zoning district. The principal structure will be over 290-feet away from the closest residential home. 2. Stacking lanes shall not interfere with circulation in any required parking, loading, maneuvering, or pedestrian area. Findings: The stacking lanes are shown on the north side of the principal building as traffic flows south through the building and then flows north through the parking/vacuum station area and then northwest to exit the site. Traffic flow is shown to circulate clockwise throughout the site, giving room for vehicles to safely maneuver around. There are also sidewalks shown along the western side of the building which extends north along the parking area and give pedestrian access to the two-vacuum motor/equipment enclosures. 3. Stacking and exiting areas shall be screened from adjacent properties and/or rights-of-way. Stacking areas shall have a minimum ninety percent (90%) opacity screen to a height of six (6) feet while exiting areas shall have a minimum fifty percent (50%) opacity screen to a height of at least four (4) feet. a. The principal structure shall be the primary source for screening the stacking and exiting areas from adjacent properties and/or rights-of-way. b. Landscaping and berming shall be a secondary source for screening the stacking and exiting areas. Should landscaping and berming be found ineffective by the city, the city may approve screening walls and/or decorative fencing as an alternative. c. Screening walls shall be constructed of the same materials as the principal structure and shall not extend more than twenty-five (25) feet without a change in architecture to reduce their Page 26 of 63 mass and appearance. Findings: The building will be a prime source of screening for the adjacent properties to the east and as well as to the south. There is an ample amount of landscape screening shown on the site as well with a total of 41 trees. A majority of those trees are shown to be located on the northern end of the site and as well as the northeastern end of the site to screen the stacking and entrance/exiting area. There are also trees shown on the western side of the site to help with screening of the parking/vacuum station area. 4. All overhead vehicle doors on the building shall remain closed except when a vehicle is entering or exiting the building. Finding: A condition of this approval will note that all overhead vehicle doors on the building shall remain closed except when a vehicle is entering or exiting the building. 5. Untreated water from the car wash shall not be discharged into the storm sewer. If the water is to be pretreated and discharged into the storm sewer, the pretreatment plans shall be subject to review and approval of the city engineer and building official, and subject to applicable requirements of metropolitan council environmental services and MPCA. Findings: If a pretreatment system is utilized, plans for said system will be reviewed for approval by the city engineer and building official and subject to any applicable requirements of MCES and the MPCA. RECOMMENDATION Staff finds the plans provided by the applicant meet the standards of the zoning ordinance and is recommending approval of the site plan allowing Sonny’s Carwash to construct a car wash facility at 2550 149th Street West. Page 27 of 63 Page 28 of 63 ARCHITECT: MODERN WASH 5220 SCOTTSVILLE ROAD BOWLING GREEN, KY 42104 PHONE: (800) 511-7208 CONTACT: JONATHAN ESTES EMAIL: JONATHON@MODERNWASH.NET PROPERTY DATA: PARCEL OWNER:KJ WALK INC PARCEL ID:364485102030 ADDRESS:2550 149TH ST W ROSEMOUNT MN 55378 PROPERTY AREA:1.43 ZONING:MX-2 PROPOSED USE: CARWASH REQUIRED PROPOSED BUILDING SETBACKS FRONTAGE ALONG STREET:30'159' SIDE:10'21.2' REAR:10'50.5' PARKING AREA SETBACKS FRONT:30'30' SIDE:10'37.7' REAR:10'10' MAXIMUM BUILDING HEIGHT:35'25' PARKING: TOTAL PARKING SPACES:6 22 ADA PARKING SPACES:1 1 GOVERNING AGENCIES AND UTILITY COMPANIES: ROSEMOUNT ENGINEER: CESO, INC. 3601 RIGBY ROAD, SUITE 300 DAYTON, OH 45342 PHONE: (630) 212-5497 CONTACT: MICHAEL MIHALIK, P.E. EMAIL: MIKE.MIHALIK@CESOINC.COM EOR: JEFFREY TIBBITTS SEWER: CITY OF ROSEMOUNT WATER/SEWER UTILITY DEPARTMENT 2875 145TH STREET W. ROSEMOUNT, MN 55068 PHONE: (651) 322-2099 CONTACT: DERRICK GAS SERVICE: MINNESOTA ENERGY RESOURCES 2685 145TH STREET W. ROSEMOUNT, MN 55068 PHONE: (800) 889-9508 EOR: JEFF TIBBETS WATER: CITY OF ROSEMOUNT WATER/SEWER UTILITY DEPARTMENT 2875 145TH STREET W. ROSEMOUNT, MN 55068 PHONE:(651) 322-2099 CONTACT: DERRICK STORMWATER: CITY OF ROSEMOUNT PUBLIC WORKS/ ENGINEERING DEPARTMENT 2875 145TH STREET W. ROSEMOUNT, MN 55068 PHONE: (651) 322-2022 CONTACT: BRIAN ERICSON - CITY ENGINEER ELECTRIC: XCEL ENERGY 414 NICOLLET MALL MINNEAPOLIS, MN 55401 PHONE: (800) 895-4999 EMAIL:BUILDERS.CALL.LINE@XCELENERGY.COM ZONING: ROSEMOUNT PLANNING & ZONING 2875 145TH STREET W. ROSEMOUNT, MN 55068 PHONE: (651) 322-2090 CONTACT: ANTHONY NEMCEK - SR. PLANNER LOCATION MAP NO SCALE VICINITY MAP NO SCALE SITE CITY OF ROSEMOUNT, DAKOTA COUNTY COUNTY, MINNESOTA SITE PLANS FOR SONNY'S - ROSEMOUNT MN SW CORNER OF 149TH & BISCAYNE AVE. ROSEMOUNT, MINNESOTA OWNER/DEVELOPER: SONNY'S ENTERPRISES, LLC 5870 HIATUS ROAD TAMARAC, FL 33321 PHONE: (800) 327 8723 CONTACT: CHRIS WARREN PARCEL IS LOCATED WITHIN "ZONE X" AS INDICATED BY THE FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 27037C0230E, EFFECTIVE DATE: 12/02/2011; PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. SURVEY PROVIDED BY: CBRE LAND SURVEYING 4111 BRADLEY CIRCLE NW CANTON, OH 44718 PHONE: 800-520-1010 DATED: 2025.01.10 CESO PROVIDES NO GUARANTEE TO THE ACCURACY OF THE SURVEY PROVIDED BY CBRE LAND SURVEYING. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION. BENCHMARK DATUM: BM "A": BM "B": NAVD88 PK NAIL HORIZONTAL POSITION: N 961,167.93' E 2,853,884.92' ELEVATION: 954.96' 1/2" IRON PIPE HORIZONTAL POSITION: N 960,917.10' E 2,854,136.04' ELEVATION: 955.68' SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 1 0 _ T i t l e . d w g - 5/ 8 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C1.0 COVER SHEET NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 ST PAUL MINNESOTA ST CLOUD MINNEAPOLIS ROCHESTER DULUTH BEMIDJI FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: MINNESOTA UTILITIES PROTECTION SERVICE AT 811 OR 800-252-1166 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF STATE UTILITIES PROTECTION SERVICE SHEET LIST TABLE SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C1.1 GENERAL NOTES C1.2 ALTA 1 C1.3 ALTA 2 C2.0 EXISTING CONDITION AND DEMOLITION C3.0 SITE PLAN C4.0 GRADING PLAN C5.0 UTILITY PLAN C6.0 SWPPP C6.1 SWPPP NOTES C6.2 SWPPP DETAILS C7.0 CONSTRUCTION DETAIL C7.1 CONSTRUCTION DETAIL C7.2 CONSTRUCTION DETAIL C7.3 CONSTRUCTION DETAIL C8.0 PHOTOMETRIC PLAN L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS & NOTES L2.0 IRRIGATION PLAN L2.1 IRRIGATION DETAILS & NOTES L2.2 IRRIGATION DETAILS & NOTES Page 29 of 63 GRADING NOTES 1.THE TOPOGRAPHIC SURVEY WAS PERFORMED BY A REGISTERED LAND SURVEYOR. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 3.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 4.EXISTING AND PROPOSED GRADE CONTOUR INTERVALS ARE SHOWN AT 1 FOOT INTERVALS. 5.ALL SPOT ELEVATIONS REFER TO FINISHED PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED. 6.ALL ADA ACCESSIBLE PARKING SPACES AND LOADING AREAS SHALL BE GRADED WITH A 2.0% MAXIMUM SLOPE IN ALL DIRECTIONS. ALL ADA ACCESSIBLE ROUTES SHALL BE GRADED WITH A 2.0% MAXIMUM CROSS SLOPE AND 5.0% MAXIMUM RUNNING SLOPE. 7.MAINTAIN EXISTING DRAINAGE PATTERN THROUGHOUT THE SITE, EXCEPT WITHIN THE LIMITS OF DISTURBANCE (LOD). 8.COORDINATE GRADES AT BUILDING ENTRIES WITH ARCHITECTURAL PLANS. 9.EXISTING DRAINAGE STRUCTURES SHALL BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES ARE TO BE CLEANED TO REMOVE ALL SILT AND DEBRIS AFTER CONSTRUCTION IS COMPLETE. 10.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO A CONDITION EQUAL TO OR BETTER THAN IT'S CONDITION PRIOR TO DAMAGE. 11.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING AND WITHIN PAVED AREAS. 12.ALL TOPSOIL MUST BE REMOVED BEFORE FILL MATERIAL IS PLACED. 13.ALL WET, OR OTHERWISE UNSUITABLE SOILS MUST BE STABILIZED. THIS MAY BE ACCOMPLISHED BY DRYING, REMOVAL & REPLACEMENT, REMOVAL & DRYING & RECOMPACTION, OR SOIL TREATMENT (LIME/CEMENT) UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL GEOTECHNICAL ENGINEER. 14.ALL UNSURFACED AREAS, DISTURBED BY GRADING, OPERATION SHALL RECEIVE 6" OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES GREATER THAN 3H:1V AND SEED WITH LOW MAINTENANCE GRASS SEED MIX. CONTRACTOR SHALL SEED DISTURBED AREAS IN ACCORDANCE WITH SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. ALL EXPOSED SURFACE AREAS SHALL BE STABILIZED PER THE SWPPP AND LANDSCAPE REQUIREMENTS AS PART OF THIS PLAN SET. 15.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS SOIL TIGHT. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 17.STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: 18.ALL STORM SEWER STRUCTURE GRATES AND FRAMES WITHIN PAVEMENT SHALL BE HEAVY DUTY. 19.ALL STORM DRAINAGE SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL COUNTY AND MDOT STANDARDS. 20.ALL DOWNSPOUT DRAIN LINES OR ROOF LEADERS SHALL HAVE A 1.0% MINIMUM SLOPE, UNLESS OTHERWISE NOTED. CONNECT ALL DOWNSPOUTS AND ROOF LEADERS TO THE STORM SEWER SYSTEM. REFER TO ARCHITECTURAL PLANS FOR DOWNSPOUT AND ROOF LEADER LOCATIONS. PROVIDE POSITIVE DRAINAGE AND PAVEMENT REPAIR AS NEEDED. 21.ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 22.THE STORM SEWER GRADE WILL BE SUCH THAT A MINIMUM COVER IS MAINTAINED TO WITHSTAND AASHTO HS-25 LOADING ON THE PIPE. PROVIDE MINIMUM 2.0 FEET OF COVER FOR ALL STORM SEWERS UNLESS OTHERWISE NOTED. 23.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM SEWER, OR WITHIN 18 INCHES BELOW, THE SANITARY SEWER WILL HAVE AN IMPERVIOUS ENCASEMENT OR BE CONSTRUCTED OF STRUCTURAL SEWER PIPE FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM SEWER CROSSES. UTILITY NOTES 1.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. 2.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. 3.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF O.S.H.A. DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR O.S.H.A. 4.CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION AT NO COST TO THE OWNER. 5.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 6.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY REGULATIONS AND THE OWNER'S INSPECTION AUTHORITIES. 7.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8.WATER AND SANITARY UTILITIES SHALL HAVE TEN (10') FEET OF HORIZONTAL CLEARANCE WHEN PARALLEL OR 18" VERTICAL CLEARANCE WHEN CROSSING. ALL CLEARANCE DISTANCES SHALL BE MEASURE FROM OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER LINE JOINTS. 9.IF A WATER LINE PASSES UNDER THE SANITARY SEWER LINE, THE SEWER LINE SHOULD BE CONSTRUCTED OF A WATERTIGHT MATERIAL APPROVED BY THE REGULATORY AGENCY FOR USE IN WATER MAIN CONSTRUCTION AND SHALL EXTEND TEN (10') FEET ON BOTH SIDES OF THE CROSSING, AS MEASURED PERPENDICULAR TO THE WATER LINES. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. 10.UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 11.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY REGULATIONS AND THE OWNER'S INSPECTION AUTHORITIES. 12.UTILITY TRENCHES WITHIN PAVED AREAS TO BE BACKFILLED PER UTILITY TRENCH DETAIL PROVIDED WITHIN THE CONSTRUCTION DETAILS SHEET. 13.ALL WATER LINE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ROSEMOUNT CONSTRUCTION STANDARDS AND STATE REGULATIONS. 14.INSTALL ALL WATER LINES WITH A MINIMUM COVER OF 7'-6". 15.ON-SITE WATER LINE MATERIAL SHALL BE AS FOLLOWS: 16.ON-SITE SANITARY SEWER LINE MATERIAL SHALL BE AS FOLLOWS: 17.REFER TO MEP PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, SERVICE SIZES TO BE DETERMINED BY ARCHITECT. 18.CLEAN OUTS AND CURB BOXES WITHIN THE PAVED AREAS MUST HAVE TRAFFIC LOADING FRAMES AND COVERS. MATERIAL TYPE PIPE SPEC JOINT SPEC INSTALLATION ACCEPTABLE AREAS OF USE REINFORCED CONCRETE PIPE (RCP) CLASS III, IV, V ASTM C-76 ASTM C443 ASTM C1479 WITHIN R/W, COVER VARIES WITH PIPE CLASS HIGH DENSITY POLY-ETHYLENE (HDPE) SMOOTH-WALLED CORRUGATED ADS-N12 OR EQUAL AASHTO M294 (TYPE S)ASTM F477 ASTM D2321 ON SITE, 12" TO 60" DIA. POLY VINYL CHLORIDE (PVC)SDR 35 ASTM D3034 ASTM D3212 ASTM D2321 ON SITE, 4" TO 10" GENERAL NOTES MATERIAL PRESSURE RATING PIPE SPEC FITTINGS INSTALLATION ACCEPTABLE AREAS OF USE POLY VINYL CHLORIDE (PVC) SDR 35 ASTM D3034 ASTM D3212 ASTM D2321 WITH TYPE 1 BEDDING ON SITE, 6" TO 8" DIA., LESS THAN 8.5' OF COVER POLY VINYL CHLORIDE (PVC) SDR 26 ASTM 3034 ASTM D3212 ASTM 2321 WITH TYPE 1 BEDDING ON SITE, 6" TO 8" DIA., GREATER THAN OR EQUAL TO 8.5' OF COVER DEMOLITION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. THE DEMOLITION, REMOVAL, AND DISPOSAL IS TO BE APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL FACILITIES SUCH AS: STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, WELLS, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED BY A QUALIFIED PROFESSIONAL GEOTECHNICAL ENGINEER. IF UNDOCUMENTED FACILITIES ARE FOUND ON SITE, CONTRACTOR SHALL CONTACT THE OWNER AND UTILITY COMPANY PRIOR TO REMOVAL. ALL FACILITIES SHALL BE PLUGGED, ABANDONED, OR REMOVED PER STATE AND LOCAL REQUIREMENTS. 2.FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL GOVERN THE DISPOSAL OF DEBRIS INCLUDING ANY POTENTIALLY HAZARDOUS AND TOXIC MATERIALS. ALL MATERIALS AND STRUCTURES DESIGNATED AS "TO BE REMOVED" SHALL BE DISPOSED OF OFF SITE AND AT THE COST OF THE CONTRACTOR. 3.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS AT ALL TIMES. 4.PRIOR TO DEMOLITION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL THE STATE 811 AND NOTIFY ALL UTILITY COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE REMOVED/RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK 5.CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO INHABITED BUILDINGS ON SITE AND ADJACENT PROPERTIES AT ALL TIMES. INTERRUPTIONS SHALL BE APPROVED BY THE OWNERS OF THE BUILDINGS/PROPERTIES. 6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS 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 ONSITE LOCATIONS OF EXISTING UTILITIES. IF THE LOCATION OR ELEVATION OF THE EXISTING UTILITIES ARE FOUND TO BE DIFFERENT FROM THE PLANS, CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 7.CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES TO REMAIN INSIDE AND OUTSIDE CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGES AND NOTIFY THE CITY/COUNTY PRIOR TO CONSTRUCTION START. ANY EXISTING SITE FEATURE TO REMAIN THAT IS DAMAGED DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, CURB, ETC. SHALL BE REPAIRED TO A CONDITION THAT IS EQUAL TO, OR BETTER THAN, THE EXISTING CONDITIONS. PRIOR TO BEING DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. 8.CONTINUOUS ACCESS SHALL BE MAINTAINED TO THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS AND LOCAL REGULATIONS. 10.THE CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 11.PRIOR TO DEMOLITION, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED PER THE GOVERNING AGENCIES GUIDELINES AND STANDARDS. DUST CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12.SAWCUT LINE PROVIDED IS FOR REFERENCE ONLY. CONTRACTOR WILL BE RESPONSIBLE FOR DETERMINING THE EXTENT OF THE SAWCUT THAT WILL BE REQUIRED AS WELL AS PAVEMENT REPAIRS TO INSTALL UTILITY TRENCHING. IF ANY DAMAGE OCCURS ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THAT WHICH IS NECESSARY TO COMPLETE THE INTENT OF THE PROPOSED IMPROVEMENTS. SAWCUT EXISTING PAVEMENT TO FULL DEPTH, USING CARE TO CUT NEAT, STRAIGHT LINES. CUT AT EXISTING JOINTS WHERE POSSIBLE. 13.THE CONTRACTOR SHALL MAINTAIN A WELL-DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION. 14.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO STUDY THE PLANS AND VISIT THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO COMPLY WITH THE SITE DEVELOPMENT PLANS. NO EXTRA FEE WILL BE PAID FOR THE REMOVAL OF ANY ITEM NOT LISTED THAT IS VISIBLE UPON A SITE VISIT. THE DEMOLITION PLAN IS INTENDED TO PRESENT THE SCOPE OF THE DEMOLITION, AND DOES NOT GUARANTEE THAT ALL ITEMS ARE ADDRESSED. 15.THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL SITE DEVELOPMENT WORK, PAY ALL FEES FOR PERMITS AND CHECK ALL GOVERNING AUTHORITIES' SPECIFICATIONS FOR BUT NOT LIMITED TO, GUTTERS, SIDEWALKS, POLES, AND OTHER STRUCTURES, INCLUDING THE REMOVAL OR RELOCATION OF EXISTING UTILITIES OR OTHER PHYSICAL OBJECTS SHOWN ON PLANS OR NOTED OTHERWISE. 16.THE CONTRACTOR SHALL CREATE AND IMPLEMENT AN EROSION AND SEDIMENTATION CONTROL PLAN FOR ALL SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE PROJECT. THE PLAN MUST CONFORM TO THE EROSION AND SEDIMENTATION REQUIREMENTS OF THE CONSTRUCTION GENERAL PERMIT OR LOCAL STANDARDS AND CODES, WHICHEVER IS MORE STRINGENT. 17.ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS NOTED OTHERWISE. SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.ALL MATERIAL NOTED ON DRAWINGS WILL BE SUPPLIED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS TO COORDINATE ACCESS POINTS AND ELEVATIONS. REFER TO ARCHITECTURAL PLANS. FOR EXACT LOCATIONS AND DIMENSIONS OF DOORS, ENTRY RAMP, AND CANOPY. 4.ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS NOTED OTHERWISE. 5.ACCESSIBILITY STANDARDS SHALL BE IN ACCORDANCE WITH FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES. ADA PARKING STALLS SHALL MEET ADA GRADE GUIDELINES. CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AT ACCESS POINTS, ACCESSIBLE ROUTES, AND EXISTING PARKING TO REMAIN TO DETERMINE COMPLIANCE WITH STANDARDS. 6.ALL ADA ACCESSIBLE ROUTES,WITHIN THE PUBLIC RIGHT-OF-WAY, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE "PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES" AND ANY APPLICABLE LOCAL OR STATE REQUIREMENTS. THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 7.ALL ADA ACCESSIBLE ROUTES, INCLUDING SIGNAGE AND STRIPING WITHIN THE PROJECT LIMITS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE "ADA STANDARDS FOR ACCESSIBLE DESIGN" AND ANY LOCAL OR STATE REQUIREMENTS. THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 8.ALL DISTURBED AREAS ARE TO RECEIVE 6" OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 9.ALL DIMENSIONS AND RADII ARE TO THE FACE OF THE CURB OR EDGE OF PAVEMENT, AS APPLICABLE, UNLESS OTHERWISE NOTED. 10.ALL CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED. 11.PROVIDE SIGNAGE AND STRIPING AS SHOWN. ALL SIGNAGE AND PAVEMENT MARKINGS SHALL COMPLY WITH THE GOVERNING MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). PAVEMENT MARKINGS ON ASPHALT SHALL BE WHITE. PAVEMENT MARKINGS ON CONCRETE SHALL BE YELLOW. 12.REFER TO ARCHITECTURAL PLANS FOR PROPOSED BUILDING SIGNAGE. 13.REFER TO MECHANICAL PLANS FOR EQUIPMENT LAYOUT. 14.REFER TO ELECTRICAL PLANS FOR ELECTRICAL WORK. 15.REFER TO GEOTECHNICAL ENGINEERING REPORT FOR SITE WORK PREPARATION/RECOMMENDATIONS AND PAVEMENT SECTIONS. 16.REFER TO ORIGINAL SURVEY PROVIDED BY CBRE LAND SURVEYING. 17.ALL LIGHT POLES TO BE LOCATED 3' FROM THE BACK OF CURB, AS MEASURED FROM THE FACE OF POLE FOUNDATION, UNLESS OTHERWISE DENOTED ON PLANS. MATERIAL PRESSURE RATING PIPE SPEC FITTINGS INSTALLATION ACCEPTABLE AREAS OF USE COPPER 1"-3"TYPE "K"ASTM B88 AWWA C800 AWWA C800 DOMESTIC WATERLINES 1"-3" EXISTING FEATURES LEGEND APPLIES TO ALL CIVIL SHEETS RIGHT OF WAY PARCEL LINE PROPERTY BOUNDARY EASEMENT CURB EDGE OF PAVEMENT GAS LINE WATER LINE UNDERGROUND ELECTRIC UNDERGROUND TELE STORM SEWER SANITARY SEWER MAJOR CONTOURS MINOR CONTOURS WATER METER STORM INLET BASIN WATER VALVE STORM MANHOLE SANITARY MANHOLE R/W P/L G W UGE UGT STM SAN 100 102 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 1 0 _ T i t l e . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C1.1 GENERAL NOTES NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 Page 30 of 63 C1.2 NOTE: ALTA SHEETS ARE PROVIDED IN THIS PLAN SET FOR INFORMATIONAL PURPOSES. ENGINEER NEARS NO RESPONSIBILITY FOR THE INFORMATION PROVIDED IN ALTA SHEETS AND HAS GIVEN NO DIRECTION IN THEIR CREATION. Page 31 of 63 NOTE: ALTA SHEETS ARE PROVIDED IN THIS PLAN SET FOR INFORMATIONAL PURPOSES. ENGINEER NEARS NO RESPONSIBILITY FOR THE INFORMATION PROVIDED IN ALTA SHEETS AND HAS GIVEN NO DIRECTION IN THEIR CREATION.C1.3 Page 32 of 63 R / W R / W R / W R / W R / W R / W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P / L P / L P / L P / L P/LP/LP/LP/LP/LP/L P/L 13 Drainage and Utility Easement BK. 66, PG. 30 55' 10' 10' 13 Drainage and Utility Easement BK. 66, PG. 30 5' 5' 13 Drainage and Utility Easement BK. 66, PG. 30 13 Drainage and Utility Easement BK. 66, PG. 30 13 Drainage and Utility Easement BK. 66, PG. 30 N 5 8 ° 0 1 ' 1 1 " E 3 8 . 3 4 ' ( R ) 1 4 9 T H S T R E E T W E S T P u b l i c R i g h t o f W a y V a r i e s - A s p h a l t P a v e m e n t N 5 8 ° 0 1 ' 1 1 " E 1 9 1 . 1 4 ' ( R ) S 00°25'44" W 405.90' (R) S 7 5 ° 2 7 ' 2 4 " W 1 6 4 . 6 2 ' ( R ) N 00°27'39" W 255.38' (R) N 35°0 3 ' 0 2 " W 7 3 . 3 9 ' ( R ) N 5 5 ° 3 1 ' 2 0 " E 5 3 . 9 3 ' ( R ) BM #1 BM #2 G G G G G G U G E U G E U G E U G E F O F O F O F O F O G G G U G E F O U G T UG T UG T ROSEWOOD CENTER SECOND EDITION (BK. 66, PG. 30) BENCHMARK #1 SET PK NAIL ELEV: 954.96' (NAVD88) BENCHMARK #2 1/2" IRON PIPE ELEV: 955.68' (NAVD88) 5' S A N S A N S A N S A N S A N S A N S A N SAN Storm CB Rim=954.01' 8"Inv.(NE)=950.56' Storm CB Rim=953.89' 24"Inv.(NW)=948.70' 24"Inv.(SW)=949.96' Sanitary MH Rim=956.61' 6"Inv.(SE)=941.98' 6"Inv.(SW)=941.94' 6"Inv.(NE)=941.91' Storm CB Rim=954.59' 24"Inv.(SE)=948.64' 24"Inv.(SW)=945.64' 18"Inv.(NE)=945.19' R / W R / W 24' 1 2 3 3 4 95 5 952953954956 9 5 0 95 0 955 9 5 5 9 5 1 9 5 1 9 5 2 9 5 2 953 9 5 3 954 9 5 4 956 9 5 6 9 5 7 957 95 5 95 5 9 5 5 9 5 5 9 5 4 95 4 9 5 4 9 5 4 9 5 6 9 5 6 9 5 6 95 6 9 5 7 95 7 9 5 5 9 5 5 95495 6 9 5 6 9 5 7 95 7 2 1 5.4' 7 6 9 5 5 95 6 957 953 956 957 955 LOD L O D LOD L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D L O D L O D L O D L O D LO D LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD L O D L O D LOD LOD 1.EXISTING UTILITY TO REMAIN AND BE PROTECTED. CODED NOTES: GRAPHIC SCALE (IN FEET) 1 in. = 20 ft. 020 20 40 DEMOLITION LEGEND EXISTING REFER TO C1.1 FOR EXISTING FEATURES LEGEND PROPOSED REMOVE EXISTING PAVEMENT LIMITS OF DISTURBANCE SAWCUT LINE REMOVE EXISTING CURB & GUTTER LOD GENERAL NOTES: SEE SHEET C1.1 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 1 . 2 _ E x i s t i n g _ A n d _ D e m o l i t i o n . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C2.0 EXISTING CONDITION AND DEMOLITION NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 BENCHMARK DATUM: BM "A": BM "B": NAVD88 PK NAIL HORIZONTAL POSITION: N 961,167.93' E 2,853,884.92' ELEVATION: 954.96' 1/2" IRON PIPE HORIZONTAL POSITION: N 960,917.10' E 2,854,136.04' ELEVATION: 955.68' FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: MINNESOTA UTILITIES PROTECTION SERVICE AT 811 OR 800-252-1166 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF STATE UTILITIES PROTECTION SERVICE CODED NOTES: 1.PROTECT EXISTING CURB AND GUTTER. 2.PROTECT EXISTING STORM STRUCTURE / PIPE. 3.PROTECT EXISTING UTILITY LINE/ STRUCTURE TO REMAIN. 4.PROPOSED SAWCUT LINE. CONTRACTOR TO SAWCUT PAVEMENT TO FULL DEPTH. 5.EXISTING STORM STRUCTURE / PIPE TO BE REMAIN. MODIFY GRATE AND SURFACE ELEVATION AS NECESSARY. 6.EXISTING SANITARY STUB OUT FOR SITE TO BE CONFIRMED BY CONTRACTOR PRIOR TO CONSTRUCTION. 7.EXISTING WATER LATERAL DEPTH TO VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR NOTE: 1.CONTRACTOR SHALL VERIFY ALL LOCATIONS AND DEPTHS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.REFER TO ALTA FOR EXISTING EASEMENTS. REFER TO UTILITY PLAN FOR EXISTING EASEMENTS PROJECTED ONTO THE PROPOSED SITE. 5 5 Page 33 of 63 R / W R / W R / W R / W R / W R / W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P / L P / L P / L P / L P/LP/LP/LP/LP/LP/L P/L Drainage and Utility Easement BK. 66, PG. 30 55' 10' 10' Drainage and Utility Easement BK. 66, PG. 30 5' 5' Drainage and Utility Easement BK. 66, PG. 30 Drainage and Utility Easement BK. 66, PG. 30 Drainage and Utility Easement BK. 66, PG. 30 N 5 8 ° 0 1 ' 1 1 " E 3 8 . 3 4 ' ( R ) 1 4 9 T H S T R E E T W E S T P u b l i c R i g h t o f W a y V a r i e s - A s p h a l t P a v e m e n t N 5 8 ° 0 1 ' 1 1 " E 1 9 1 . 1 4 ' ( R ) S 00°25'44" W 405.90' (R) S 7 5 ° 2 7 ' 2 4 " W 1 6 4 . 6 2 ' ( R ) N 00°27'39" W 255.38' (R) N 35°0 3 ' 0 2 " W 7 3 . 3 9 ' ( R ) N 5 5 ° 3 1 ' 2 0 " E 5 3 . 9 3 ' ( R ) BM #1 BM #2 ROSEWOOD CENTER SECOND EDITION (BK. 66, PG. 30) BENCHMARK #1 SET PK NAIL ELEV: 954.96' (NAVD88) BENCHMARK #2 1/2" IRON PIPE ELEV: 955.68' (NAVD88) 5' R / W R / W 3 0 ' F R O N T Y A R D S E T B A C K 1 0 ' R E A R Y A R D S E T B A C K 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK T P A D DO N O T E N T E R WM WASH BAY 101 A:3,204 SQ. FT. EQMT. RM. 103 A:1,163 SQ. FT. CONTROL 102 A:181 SQ. FT. R.R. 103 A: 50 SQ. FT. 17' 17' 6' 5'6' 22'12.5' 12.5' 5' 22'12.5' 6' 13.5' 13' 11' 5' 20' 17' 23.3' 15.56' 24' 15.56' 21.2' 5' 5' 9 4' 4' 3 1 R12' R29' R15' 45° 45° R10' R10' R10' R45' R62' R62' R29' 14.2' R3' 18' 24' 12' 8.6' 12' 12' 12' 9' 9' 9' R17' 24' 12' 12' R17' R20' 9' 4 5 7 6 6 7 8 9 (TYP.) 9 (TYP.) 13 (TYP.) 15 (TYP.) 14 (TYP.) 130' 38' 3 17 17 17 17 3 18 20 6 6 5 21 21 21 3 R10' 15.2' 6'5' 5' 5' 22 22 23 23 50.5' 159' 10' 30' R1' 7.2' 55' 65' 10' 10' PROPOSED ACCESS EASEMENT 10 10 10 10 10 10 6'6' 35' 9' 9' 9' 11 (TYP.) 11 (TYP.) 1919 9 (TYP.) 5'5' 25 26 26 26 27 26 23 23.5' 27' 47' 25 25 20' GRAPHIC SCALE (IN FEET) 1 in. = 20 ft. 020 20 40 SITE LEGEND EXISTING REFER TO C1.1 FOR EXISTING FEATURES LEGEND PROPOSED PROPOSED STANDARD DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK SETBACK BUILDING CONCRETE CURB PAVEMENT/WALK PARKING SPACE COUNT SIGN LIGHT POLE 7 GENERAL NOTES: SEE SHEET C1.1 CODED NOTES: 1.PROPOSED 4,598 SF BUILDING. REFER TO ARCHITECTURAL PLANS FOR DETAILS. 2.PROPOSED TRASH ENCLOSURE PER LOCAL REQUIREMENTS. SEE ARCHITECTURAL PLAN FOR DETAILS. 3.PROPOSED 6" STRAIGHT CURB. REFER TO CONSTRUCTION DETAILS, SHEET C7.0. 4.PROPOSED INTEGRAL CONCRETE CURB AND SIDEWALK. REFER TO CONSTRUCTION DETAILS, SHEET C7.0. 5.PROPOSED CONCRETE SIDEWALK. REFER TO CONSTRUCTION DETAILS, SHEET C7.0. 6.PROPOSED CURB RAMP (TYPE II). REFER TO CONSTRUCTION DETAILS, SHEET C7.0. 7.ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE. REFER TO CONSTRUCTION DETAILS, SHEET C7.0. 8.ADA ACCESSIBLE RAMP (TYPE I) WITH DETECTABLE WARNING STRIP. REFER TO CONSTRUCTION DETAILS, SHEET C7.0. 9.PROPOSED PARKING LOT PAVEMENT MARKINGS. 10.PROPOSED LIGHT POLE. REFER TO PHOTOMETRIC PLANS FOR DETAILS, SHEET C8.0. 11.PROPOSED VACUUMS. REFER TO MEP PLANS FOR DETAILS. 12.PROPOSED VACUUM MOTOR/EQUIPMENT ENCLOSURE. REFER TO MEP PLANS FOR DETAILS. REFER TO CONSTRUCTION DETAILS ON SHEET C7.0 FOR CONCRETE PAD DETAIL. 13.PROPOSED DIRECTIONAL ARROW. REFER TO CONSTRUCTION DETAILS, SHEET C7.0. 14.PROPOSED PAY STATION WITH BARRIER GATE. REFER TO MEP PLANS FOR DETAILS. 15.PROPOSED TRAFFIC CONES. 16.PROPOSED SIGN TO BE DESIGNED BY OTHERS. CONTRACTOR TO COORDINATE WITH SIGN COMPANY FOR SIZE AND FINAL LOCATION. 17.PROPOSED ROLLED CURB. REFER TO CONSTRUCTION DETAILS, SHEET C7.0. 18.PROPOSED FOOTER AND WAIT/STOP SIGNAGE. REFER TO ARCHITECTURAL PLANS FOR DETAILS. 19.PROPOSED RADIANT SLAB HEAT. REFER TO EQ PLANS FOR DETAILS. 20.PROPOSED PARKING TO BE USED FOR FUTURE VACUUM EXPANSION. 21.PROPOSED CURB TRANSITION. REFER TO CONSTRUCTION DETAILS ON SHEET C7.0. 22.PROPOSED 6" CONCRETE BOLLARD. REFER TO CONSTRUCTION DETAILS ON SHEET C7.0. 23.PROPOSED PAVED AREA FOR SNOW STORAGE 24.PROPOSED STOP BAR AND STOP SIGN. REFER TO CONSTRUCTION DETAILS ON SHEET C7.0. 25.PROPOSED CURB TAPER. REFER TO CONSTRUCTION DETAILS ON SHEET C7.1. 26.PROPOSED 5' RAMP LANDING. 27.PROPOSED PAVEMENT TIE-IN TO EXISTING PAVEMENT. REFER TO SAW-CUT PAVEMENT INTERFACE DETAIL ON SHEET C7.1. SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 3 0 _ S I T E . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C3.0 SITE PLAN NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: MINNESOTA UTILITIES PROTECTION SERVICE AT 811 OR 800-252-1166 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF STATE UTILITIES PROTECTION SERVICE 2 3 3 3 3 3 3 3 12 12 10.9' 3.6' 6' 24 25 25 Page 34 of 63 STORM SEWER STRUCTURE SCHEDULE NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 STRUCTURE EX STORM CB CURB INLET (SD-1) MANHOLE (SD-3) CATCH BASIN 48" MH CATCH BASIN CURB INLET (SD-1) YARD INLET CURB INLET (SD-1) MANHOLE (SD-3) YARD INLET MANHOLE (SD-3) ADS DURASLOT 12" TRENCH DRAIN (LOWER INV END) ADS DURASLOT 12" TRENCH DRAIN (UPPER INV END) RIM 954.57 953.65 954.70 954.80 955.27 954.70 954.62 953.00 954.72 956.20 954.08 956.09 956.55 956.55 INVERT 949.08 (15") SE 948.70 (24") NW 949.96 (8") SW 949.30 (15") NE 949.30 (15") SE 949.30 (15") NW 949.57 (15") SE 949.57 (15") NE 949.57 (15") SW 949.82 (15") S 950.82 (15") SE 949.82 (15") NW 950.42 (15") S 950.42 (15") N 950.59 (15") S 950.59 (15") N 950.98 (15") N 950.33 (15") NW 950.46 (12") S 950.21 (15") SW 950.74 (12") S 950.74 (12") N 951.19 (12") N 953.77 (6") SE 952.67 (15") NW 954.37 (6") E 954.37 (6") NW 954.54 (6") W ▲▼ ▲ ▼ ▲ ▼ ▲ ▼ R / W R / W R / W R / W R / W R / W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P / L P / L P / L P / L P/LP/LP/LP/LP/LP/L P/L 1 4 9 T H S T R E E T W E S T P u b l i c R i g h t o f W a y V a r i e s - A s p h a l t P a v e m e n t BM #1 BM #2 U G T UG T UG T Storm CB Rim=954.01' 8"Inv.(NE)=950.56' Storm CB Rim=953.89' 24"Inv.(NW)=948.70' 24"Inv.(SW)=949.96' Sanitary MH Rim=956.61' 6"Inv.(SE)=941.98' 6"Inv.(SW)=941.94' 6"Inv.(NE)=941.91' Storm CB Rim=954.59' 24"Inv.(SE)=948.64' 24"Inv.(SW)=945.64' 18"Inv.(NE)=945.19' R / W R / W R / W R / W R / W R / W R / W R / W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P / L P / L P / L P / L P/LP/LP/LP/LP/LP/L P/L 1 4 9 T H S T R E E T W E S T P u b l i c R i g h t o f W a y V a r i e s - A s p h a l t P a v e m e n t BM #1 BM #2 U G T UG T UG T Storm CB Rim=954.01' 8"Inv.(NE)=950.56' Storm CB Rim=953.89' 24"Inv.(NW)=948.70' 24"Inv.(SW)=949.96' Sanitary MH Rim=956.61' 6"Inv.(SE)=941.98' 6"Inv.(SW)=941.94' 6"Inv.(NE)=941.91' Storm CB Rim=954.59' 24"Inv.(SE)=948.64' 24"Inv.(SW)=945.64' 18"Inv.(NE)=945.19' R / W R / W STM STM STM STM STM STM S T M S T M S T M S T M S T M STM STM SAN SAN SAN SANCO CO T P A D S S D STM WM STM STM STMD DS DS DS DS CO SANSANSA N COCOCO D S A N SAN D WASH BAY 101 A:3,204 SQ. FT. EQMT. RM. 103 A:1,163 SQ. FT. CONTROL 102 A:181 SQ. FT. R.R. 103 A: 50 SQ. FT. 9 5 0 9 5 0 9 5 5 9 5 5 95 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 5 9 5 1 9 5 1 9 5 2 95 2 953 95 3 9 5 3 9 5 3 9 5 4 95 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 4 9 5 6 9 5 6 9 5 6 9 5 6 95 6 95 6 9 5 6 9 5 6 95 6 9 5 7 9 5 7 9 5 7 9 5 7 9 5 7 9 5 7 957 955 954 956 95 6 955 956 9 5 5 9 5 6 955 956 955 956 957 955 954 95 6 9 5 6 ▲ ▼ ▲▼ TC=956.50 FG=956.00 TC=956.33 FG=956.00 TC=955.92 FG=955.59 TC=956.09 FG=955.59 TC=955.71 FG=955.38 TC=955.66 FG=955.33 TC=955.81 FG=955.48 TC=955.62 FG=955.12 955.61TC=956.45 FG=955.95 RIM=954.70 TC=956.38 FG=955.88 956.30 956.37 956.40 956.34 956.21 956.15 955.55 955.55 955.77 955.77 TC=955.56 FG=955.23 TC=955.48 FG=955.15 TC=957.01 FG=956.68 TC=956.83 FG=956.50 TC=957.00 FG=956.50 TC=957.41 FG=956.91 TC=957.28 FG=956.78 956.90 TC=956.34 FG=956.01 956.47 956.50 TC=955.60 FG=955.10 RIM=954.70 RIM=954.80 TC=956.59 FG=956.09 TC=955.89 FG=955.39 TC=955.92 FG=955.42 TC=956.04 FG=955.54 TC=956.45 FG=955.95 TC=956.12 FG=955.62 TC=956.17 FG=955.84 TC=956.71 FG=956.21 TC=956.95 FG=956.62 TC=956.76 FG=956.26 TC=956.30 FG=955.80 TC=956.08 FG=955.58 TC=955.94 FG=955.61 TC=955.22 FG=954.72 956.20 955.50 TC=954.88 FG=954.38 TC=954.41 FG=953.91 TC=954.81 M.E. FG=954.31 M.E. 954.62 TC=954.51 M.E. FG=954.01 M.E. 956.50 TC=956.45 FG=955.95 956.42 956.63 956.63 956.63 955.25 956.52 TC=956.45 FG=955.95 TC=955.12 FG=954.62 TC=955.65 FG=955.15 TC=956.02 FG=955.52 TC=956.05 FG=955.55 TC=955.92 FG=955.42 TC=954.45 FG=953.95 TC=955.51 FG=955.01 955.26 955.10 954 955 955 955 954 956 9 5 5 95 5 FEE = 956.50 4 9 6 3 7 1 2 79'~15" STM @ 0.50%31'~15" ST M @ 0 . 5 4 % 51'~ 1 5 " S T M @ 0 . 5 0 % 43'~15" STM @ 0.62% 45'~ 1 5 " S T M @ 0 . 5 0 % 127'~15" STM @ 0.50% 8 38'~15" STM @ 2.71% TC=955.33 FG=954.83 TC=955.73 FG=955.23 TC=955.67 FG=955.17 TC=956.05 FG=955.55 TC=955.47 FG=954.97 RIM=953.00 956 95 7 TC=956.25 FG=955.75 TC=956.73 FG=956.23 TC=956.25 FG=955.75 TC=956.75 FG=956.25TC=956.27 FG=955.77 TC=956.69 FG=956.19 952 953 956 955.93 956.01 955.83 955.91 955.45 TC=955.97 FG=955.47 TC=955.85 FG=955.35 955.38 956.73 956.62 SEE ADA GRADING DETAIL 9 5 6 955.54 TC=957.32 FG=956.82 TC=956.43 FG=955.93 955.23 RIM=954.08 RIM=956.2057'~12" STM @ 0.50%10 90'~12" STM @ 0.50% 11 >o o o>o o o>o o o>o o o>o o o>o o o>o o o>o o o>o o o 955.60 5120'~15" STM @ 0.50% 14 17'~6" STM @ 1.00% 13 21'~6" STM @ 2.82% 12 48'~15" STM @ 3.84% RIM=955.12 TC=954.17 FG=953.67 95 4 9 5 5 955.83 955.73 955.54 955.30 SEE SWALE DETAIL 956 9 5 6 956.15 955.51 TC=955.42 FG=954.92 TC=955.59 FG=955.59 TC=956.05 FG=955.55 954.94 955.37 955.13 TC=956.68 FG=956.18 TC=955.60 FG=955.10 STORM SEWER PIPE TABLE PIPE NAME 1-2 2-3 2-8 3-9 3-4 4-5 4-12 5-6 6-7 9-10 10-11 12-13 13-14 DIAMETER 15" 15" 15" 15" 15" 15" 15" 15" 15" 12" 12" 6" 6" LENGTH 45 ' 43 ' 38 ' 127 ' 51 ' 120 ' 48 ' 31 ' 79 ' 57 ' 90 ' 21 ' 17 ' SLOPE 0.50% 0.62% 2.71% 0.50% 0.50% 0.50% 3.84% 0.54% 0.50% 0.50% 0.50% 2.82% 1.00% D 955.66 955.66 955.88 955.88 TC=956.38 FG=955.88 TC=956.38 FG=955.88 TC=956.11 FG=955.61 TC=956.09 FG=955.59 TC=955.93 FG=955.43 955.73 956.38 956.44 TC=956.51 FG=956.01 955.78 955.90 TC=955.70 FG=955.20 955.85 955.58 -1.07%-1. 0 0 % -1.0 0 % -1.5 2 % 956.00 956.49956.00956.49 TC=956.38 FG=955.88 956.34 956.28 955.80 TC=956.74 FG=956.24 -8.12%-8.12% -1 . 9 9 % -8 . 3 3 % -2.06% -7. 4 4 % -1 . 4 9 % TC=956.01 FG=955.51 955.74 955.69 955.56 956.30 956.19 956.24 956.25 -0.73% -1 . 2 6 % 9 5 6 RIM=956.09 TC=956.38 FG=955.88 956.50 -3. 3 7 % GRADING LEGEND EXISTING REFER TO C1.1 FOR EXISTING FEATURES LEGEND PROPOSED RIGHT-OF-WAY PROPERTY LINE SETBACK EASEMENT BUILDING MAJOR CONTOUR MINOR CONTOUR GRADE BREAK SWALE LINE STRUCTURE NUMBER CATCH BASIN STORM MANHOLE CLEANOUT DOWNSPOUT FINISHED GRADE ELEVATION RIM ELEVATION TOP OF CURB ELEVATION FINISHED GRADE ELEVATION M.E.MATCH EXISTING ELEVATION SLOPE ARROW FLOOD ROUTE R/W 960 962 ▲▼ >o o o >o o o >o o o 1 D CO DS XXX.XX RIM=XXX.XX TC=XXX.XX FG=XXX.XX X.XX% GENERAL NOTES: SEE SHEET C1.1 GRAPHIC SCALE (IN FEET) 1 in. = 20 ft. 020 20 40 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 4 0 _ G R A D I N G _ P L A N . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C4.0 GRADING PLAN NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 BENCHMARK DATUM: BM "A": BM "B": NAVD88 PK NAIL HORIZONTAL POSITION: N 961,167.93' E 2,853,884.92' ELEVATION: 954.96' 1/2" IRON PIPE HORIZONTAL POSITION: N 960,917.10' E 2,854,136.04' ELEVATION: 955.68' FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: MINNESOTA UTILITIES PROTECTION SERVICE AT 811 OR 800-252-1166 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF STATE UTILITIES PROTECTION SERVICE SEE ADA GRADING DETAIL ADA GRADING DETAIL SCALE 1" = 10' GRAPHIC SCALE (IN FEET) 1 in. = 10 ft. 010 10 20 TYPICAL SWALE SECTION DETAIL NTS EXISTING GRADE TIE-OUT BACK OF BUILDING 33% SWALE RUN SLOPE 1% 10 TO 33% SLOPE Page 35 of 63 R / W R / W R / W R / W R / W R / W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P / L P / L P / L P / L P/LP/LP/LP/LP/LP/L P/L N 5 8 ° 0 1 ' 1 1 " E 3 8 . 3 4 ' ( R ) 1 4 9 T H S T R E E T W E S T P u b l i c R i g h t o f W a y V a r i e s - A s p h a l t P a v e m e n t BM #1 BM #2 G G G G G G U G E U G E U G E U G E F O F O F O F O F O G G G U G E F O U G T UG T UG T S A N S A N S A N S A N S A N S A N S A N SAN Storm CB Rim=954.01' 8"Inv.(NE)=950.56' Storm CB Rim=953.89' 24"Inv.(NW)=948.70' 24"Inv.(SW)=949.96' Sanitary MH Rim=956.61' 6"Inv.(SE)=941.98' 6"Inv.(SW)=941.94' 6"Inv.(NE)=941.91' Storm CB Rim=954.59' 24"Inv.(SE)=948.64' 24"Inv.(SW)=945.64' 18"Inv.(NE)=945.19' R / W R / W STM STM STM STM STM STM S T M S T M S T M S T M S T M STM STM UGE UGE UGE UGE UGE UGE UGE UGE UG E UGT UGT UGT UGT UGT UGT UGT UGT UGT UG T W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GA S SAN SAN SAN SANCO CO T P A D DO N O T E N T E R S S D STM WM STM STM STMD DS DS DS DS CO SANSANSA N COCOCO D S A N SAN D WASH BAY 101 A:3,204 SQ. FT. EQMT. RM. 103 A:1,163 SQ. FT. CONTROL 102 A:181 SQ. FT. R.R. 103 A: 50 SQ. FT. 6 1 2 3 3 2 3 4 5 32'~6" SAN @ 8.62% 80'~6" SAN @ 1.00%50'~6" SAN @ 5.44% 19'~6" SAN @ 1.00% 10'~6" SAN @ 1.00% 50'~6" SAN @ 1.00% 2'~6" SAN @ 8.62% 9 9 1 7 8 10 11 12 12 32 ' ~ 6 " S A N @ 5 . 0 9 % 8 12 14 14 10'~6" SAN @ 1.00% SANITARY SEWER PIPE TABLE PIPE NAME S1-S2 S2-S3 S3-S4 S4-S5 S4-S10 S5-S6 S7-S8 S8-S9 S8-S12 S10-S11 DIAMETER 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 10' 50' 80' 45' 32' 50' 10' 19' 32' 2' SLOPE 1.00% 5.44% 1.00% 1.00% 8.62% 1.00% 1.00% 1.00% 5.09% 8.62% SANITARY SEWER STRUCTURE SCHEDULE NO. S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 STRUCTURE STUB OUT SAN. MANHOLE (SS-1) SAN. MANHOLE (SS-2) 6" CO 6" CO OWS (OUT) OWS (IN) 6" CO 6" CO 6" CO BLDG CONNECTION 1 BLDG CONNECTION 1 RIM 943.00 957.00 955.63 956.69 955.18 955.47 955.36 955.26 955.05 956.48 956.50 956.50 INVERT 942.46 (6") SE 942.46 (6") NW 944.56 (6") S 942.56 (6") NW 949.26 (6") S 947.26 (6") N 950.06 (6") S 950.06 (6") SW 950.06 (6") N 950.51 (6") S 950.51 (6") NE 951.01 (6") S 951.01 (6") N 951.26 (6") S 951.26 (6") N 951.36 (6") S 951.36 (6") E 951.36 (6") N 951.55 (6") N 952.79 (6") S 952.79 (6") N 953.00 (6") N 953.00 (6") W UTILITY CROSSING SCHEDULE NO.UTILITY ELEVATIONS DIFF. 1 BOTTOM OF STORM SEWER (UPPER UTILITY)950.02' 2.05'TOP SANITARY SEWER (LOWER UTILITY)947.97' 2 BOTTOM OF STORM SEWER (UPPER UTILITY)949.59' 1.98'TOP OF WATER (LOWER UTILITY)947.61' 3 BOTTOM OF STORM SEWER (UPPER UTILITY)951.71' 3.61TOP OF WATER (LOWER UTILITY)948.10' 4 BOTTOM OF STORM SEWER (UPPER UTILITY)952.09' 1.28'TOP SANITARY SEWER (LOWER UTILITY)950.81' 5 BOTTOM OF SANITARY SEWER (UPPER UTILITY)950.37' 2.17'TOP OF WATER (LOWER UTILITY)948.20' 6 BOTTOM OF STORM SEWER (UPPER UTILITY)953.98' 1.22'TOP SANITARY SEWER (LOWER UTILITY)952.76' UTILITY LEGEND EXISTING REFER TO C1.1 FOR EXISTING FEATURES LEGEND PROPOSED BUILDING CONCRETE CURB PAVEMENT/WALK STORM SEWER LINE SANITARY SEWER LINE DOMESTIC WATER SERVICE LINE GAS SERVICE LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE CATCH BASIN STORM SEWER SANITARY SEWER CLEANOUT DOWNSPOUT ELECTRICAL TRANSFORMER PAD WATER VALVE WATER SERVICE METER STM W G UGE UGT D S CO DS T PAD WM GENERAL NOTES: SEE SHEET C1.1 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 5 0 _ U T I L I T Y . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C5.0 UTILITY PLAN NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: MINNESOTA UTILITIES PROTECTION SERVICE AT 811 OR 800-252-1166 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF STATE UTILITIES PROTECTION SERVICE 1.CONNECT 6" SDR-35 PVC SANITARY LATERAL (MINIMUM 1.00% SLOPE) TO EXISTING STUB OUT. CONTRACTOR TO CONFIRM STUB OUT FOR SITE TIE-IN PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL FURNISH AND INSTALL 2" WATER LINE FROM WATER VALVE TO BUILDING. WATER LINE SHALL BE TYPE "K" ASTM B88, WITH AWWA C800 FITTINGS, INSTALLED PER AWWA C800, OR APPROVED EQUAL. 3.PROPOSED UNDERGROUND ELECTRIC SERVICE LINE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER AND MEP PLANS FOR CONNECTION. 4.PROPOSED TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. 5.PROPOSED UNDERGROUND TELEPHONE SERVICE LINE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER AND MEP PLANS FOR CONNECTION. 6.PROPOSED OIL/WATER SEPARATOR. SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. 7.PROPOSED 2000 GAL. RECLAIM TANK. SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. 8.PROPOSED RECLAIM TANK SERVICE LINE. SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. 9.PROPOSED GAS LINE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER AND MEP PLANS FOR CONNECTION. 10.PROPOSED 6" PVC STORM LINE FROM DOWNSPOUTS (MIN. SLOPE 1.00%). REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DOWNSPOUT LOCATIONS. 11.PROPOSED REDUCED PRESSURE BACKFLOW PREVENTER TO BE INSTALLED BY CONTRACTOR ACCORDING TO CITY OF ROSEMOUNT STANDARDS. 12.UTILITY CONNECTION WILL NEED TO BE COMNFIRMED BY CONTRACTOR PRIOR TO CONSTRUCTION. 13.PROPOSED WATER METER TO BE INSTALLED BY CONTRACTOR ACCORDING TO CITY OF ROSEMOUNT STANDARDS. 14.PROPOSED FITTINGS WITH MEGA-LUGS AND 3 4" TIE RODS INSTALLED AS NECESSARY TO RESTRAIN ALL JOINTS. GRAPHIC SCALE (IN FEET) 1 in. = 20 ft. 020 20 40 UTILITY CROSSING #1 CODED NOTES: UTILITY CROSSING #2 BLDG. INV. = 953.00' BLDG. INV. = 953.00' UTILITY CROSSING #6 UTILITY CROSSING #4 UTILITY CROSSING #3 UTILITY CROSSING #5 Page 36 of 63 R / W R / W R / W R / W R / W R / W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P / L P / L P / L P / L P/LP/LP/LP/LP/LP/L P/L N 5 8 ° 0 1 ' 1 1 " E 3 8 . 3 4 ' ( R ) 1 4 9 T H S T R E E T W E S T P u b l i c R i g h t o f W a y V a r i e s - A s p h a l t P a v e m e n t N 5 8 ° 0 1 ' 1 1 " E 1 9 1 . 1 4 ' ( R ) S 00°25'44" W 405.90' (R) S 7 5 ° 2 7 ' 2 4 " W 1 6 4 . 6 2 ' ( R ) N 00°27'39" W 255.38' (R) N 35°0 3 ' 0 2 " W 7 3 . 3 9 ' ( R ) N 5 5 ° 3 1 ' 2 0 " E 5 3 . 9 3 ' ( R ) BM #1 BM #2 U G T UG T UG T Sanitary MH Rim=956.61' 6"Inv.(SE)=941.98' 6"Inv.(SW)=941.94' 6"Inv.(NE)=941.91' R / W R / W 3 0 ' F R O N T Y A R D S E T B A C K 1 0 ' R E A R Y A R D S E T B A C K 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK STM STM STM STM STM STM S T M S T M S T M S T M S T M STM STM CO CO S S D STM WM STM STM STMD DS DS DS DS CO COCOCO D D WASH BAY 101 A:3,204 SQ. FT. EQMT. RM. 103 A:1,163 SQ. FT. CONTROL 102 A:181 SQ. FT. R.R. 103 A: 50 SQ. FT. 9 5 7 95 5 95 5 955 956 955 954 956 9 5 6 955 954 956955 95 4 9 5 6 956 956 9 5 6 955 956 95795 6 956 955 9 5 5 CE IP FS CW IP IP IP IP IP IP IP HW PS TS PS PS PS PS TS TS TS PS TS S F S F S F S F SF SF S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F SF S F S F S F SFSFSF SF SF SF SFSF SF SF SF SF SF SF S F S F SF SF LOD L O D LOD L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D L O D L O D L O D L O D LO D LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD L O D L O D LOD LOD IP 95 6 955 956FFE = 956.50 9 5 0 9 5 0 9 5 5 9 5 1 9 5 1 9 5 2 9 5 2 9 5 3 9 5 4 9 5 6 9 5 6 9 5 7 9 5 7 95 5 9 5 2 9 5 3 95 4 956 95 7 95 5 9 5 5 95 3 95 4 9 5 4 95 6 9 5 6 955 954 955 954 956 95 5 9 5 5 9 5 6 957 9 5 5 9 5 5 9549 5 6 9 5 6 9 5 7 95 7 955 953 954 24' 42.9' 17' 24' GRAPHIC SCALE (IN FEET) 1 in. = 20 ft. 020 20 40 SWPPP LEGEND EXISTING REFER TO XXX FOR EXISTING FEATURES LEGEND PROPOSED MAJOR CONTOUR MINOR CONTOUR PAVEMENT/WALK STORM SEWER SILT FENCE COMPOST SOCK GRADING/SEEDING LIMITS LIMIT OF DISTURBANCE STABILIZED CONSTRUCTION ENTRANCE STORAGE AREA BASIN SEDIMENT FILTER STORM MANHOLE CATCH BASIN STABILIZED CONSTRUCTION ENTRANCE TEMPORARY SEEDING PERMANENT SOD HAZARDOUS WASTE STORAGE AREA FUEL STORAGE AREA CONCRETE WASHOUT AREA INLET PROTECTION 960 962 STM SF LOD D CE TS PS HW FS CW IP SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 6 0 _ S W P P P . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C6.0 SWPPP NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 Page 37 of 63 SWPPP GENERAL NOTES 1.ALL EROSION AND SEDIMENTATION CONTROL SHALL BE PERFORMED ACCORDING TO: SWPPP AND DETAIL PLANS; ACCORDING TO THE LATEST EPA AUTHORIZATION FOR CONSTRUCTION ACTIVITY UNDER THE "NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM" (NPDES); ANY AND ALL REQUIRED PERMITS, REPORTS, AND RELATED DOCUMENTS. ALL CONTRACTORS AND SUBCONTRACTORS MUST BECOME FAMILIAR WITH ALL OF THE ABOVE. 2.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AND GRADE CHANGES TO THE SITE AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 3.CONTRACTOR SHALL MINIMIZE CLEARING AND DISTURBANCE TO THE ENVIRONMENT TO THE MAXIMUM EXTENT POSSIBLE OR AS REQUIRED BY THE GENERAL PERMIT. 4.SEDIMENT STRUCTURES AND PERIMETER SEDIMENT BARRIERS SHALL BE IMPLEMENTED AS THE FIRST STEP OF GRADING WITHIN SEVEN (7) DAYS FROM THE START OF CLEARING AND GRUBBING, AND SHALL CONTINUE TO FUNCTION UNTIL THE DEVELOPMENT AREA IS STABILIZED. 5.PERMANENT SOIL STABILIZATION OF DISTURBED AREAS BY MEANS OF VEGETATION, LANDSCAPE TYPE MULCHING, MATTING, SOD, RIP RAP, AND OTHER APPROVED LANDSCAPING TECHNIQUES TO BE APPLIED AS FOLLOWS: ·WITHIN SEVEN (7) DAYS OF ANY AREA THAT WILL BE DORMANT FOR ONE (1) YEAR OR MORE. ·WITHIN TWO (2) DAYS OF ANY AREA WITHIN 50 FEET OF A STREAM AT FINAL GRADE. ·WITHIN SEVEN (7) DAYS FOR ANY OTHER AREA AT FINAL GRADE. 6.TEMPORARY SOIL STABILIZATION OF DISTURBED AREAS BY MEANS OF TEMPORARY VEGETATION, MULCHING, GEOTEXTILES, SOD, PRESERVATION OF EXISTING VEGETATION, AND OTHER APPROVED TECHNIQUES TO BE APPLIED AS FOLLOWS: ·WITHIN TWO (2) DAYS OF ANY AREA WITHIN 50 FEET OF A STREAM NOT AT FINAL GRADE. ·WITHIN SEVEN (7) DAYS OF ANY AREA THAT WILL BE DORMANT FOR MORE THAN TWENTY ONE (21) DAYS, BUT LESS THAN ONE (1) YEAR. ·PRIOR TO THE ONSET OF WINTER WEATHER FOR AREAS THAT WILL BE IDLE OVER WINTER. 7.TEMPORARY SEEDING, MULCHING, AND FERTILIZER SPECIFICATIONS: SEEDING: ANNUAL RYEGRASS AT 2.02 POUNDS PER 1,000 S.F. MULCHING: STRAW MATERIAL SHALL BE UNROTTED SMALL GRAIN STRAW APPLIED AT A RATE OF TWO (2) TON/ACRE, OR 80-100 POUNDS PER 1,000 S.F. MULCH MATERIALS SHALL BE RELATIVELY FREE OF ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITIVE NOXIOUS WEEDS. MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICAL MEANS. FROM NOVEMBER 01 THRU MARCH 15 INCREASE THE RATE OF STRAW MULCH TO THREE (3) TON/ACRE. FERTILIZER: APPLY FERTILIZER AT HALF THE RATE OF PERMANENT APPLICATION AND AS PER SPECIFICATIONS. IF PROJECT CONDITIONS PREVENT FERTILIZING THE SOIL, THEN THIS ITEM MAY BE WAIVED. 8.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. ALL SLOPES GREATER THAN 3:1 SHALL BE FERTILIZED, SEEDED, AND CURLEX BLANKETS BY AMERICAN EXCELSIOR COMPANY, NORTH AMERICAN GREEN, INC. OR AN APPROVED EQUAL AS SPECIFIED IN THE PLANS SHALL BE INSTALLED ON THE SLOPES. 9.NO SOLID (OTHER THAN SEDIMENT) OR LIQUID WASTE, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED IN STORM WATER RUNOFF. ALL NON-SEDIMENT POLLUTANTS MUST BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. WASH OUT OF CEMENT TRUCKS SHOULD OCCUR IN DESIGNATED PIT OR DIKED AREAS, WHERE WASHINGS CAN BE REMOVED AND PROPERLY DISPOSED OFF-SITE WHEN THEY HARDEN. STORAGE TANKS SHOULD ALSO BE LOCATED IN PIT OR DIKED AREAS. IN ADDITION, SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CLEAN AND CONTAIN FUEL AND CHEMICAL SPILLS MUST BE KEPT ON SITE. 10.IF THE ACTION OF VEHICLES TRAVELING OVER THE STABILIZED CONSTRUCTION EXIT DOES NOT SUFFICIENTLY REMOVE MOST OF THE DIRT AND MUD, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DISPOSED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE SITE THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.DUST CONTROL USING APPROVED MATERIALS MUST BE PERFORMED AT ALL TIMES. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS PROHIBITED. 13.ON-SITE AND OFF-SITE STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION BY THE USE OF BEST MANAGEMENT PRACTICES. THESE AREAS MUST BE SHOWN IN THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. AT A MINIMUM SILT FENCE TO BE PLACED AT PERIMETER OF STOCKPILE AREA TO PREVENT SOIL FROM LEAVING THE STOCKPILE AREA. 14.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED ONTO THE ROADWAYS OR INTO THE STORM SEWERS MUST BE REMOVED IMMEDIATELY. 15.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH DAY; THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR ASPHALT FOR ROAD CONSTRUCTION. 16.THE LAST LAYER OF SOIL, INCLUDING TOP SOIL SHOULD BE COMPACTED TO 80% - 85% OF THE MAXIMUM STANDARD PROCTOR DENSITY, IN AREAS OUTSIDE THE PARKING LOT THAT WILL RECEIVE VEGETATION. THIS IS PARTICULARLY IMPORTANT IN CUT SLOPE AND EMBANKMENT AREAS. IN PAVEMENT AND ISLAND AREAS, IT IS RECOMMENDED THAT THE SOIL BE COMPACTED TO 98% AND 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY RESPECTIVELY; THE LAST COMPACTED LAYER MAY BE SCARIFIED TO IMPROVE THE SOIL GROWTH CHARACTERISTICS. 17.ALL DEWATERING ACTIVITIES SUCH AS PUMPING DOWN OF FLOODED FOUNDATION AND UTILITY TRENCHES MUST PASS THROUGH THE RETROFITTED DETENTION BASIN OR A SEDIMENT CONTROL PRACTICE PRIOR TO WATER LEAVING THE SITE. 18.SILT FENCE AND OTHER PERIMETER EROSION CONTROL MEASURES SHOWN OFF LIMITS OF DISTURBANCE FOR CLARITY PURPOSES ONLY. CONTRACTOR TO ENSURE PERIMETER EROSION CONTROL MEASURES ARE PLACED AT THE LIMITS OF DISTURBANCE. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ENGINEER PRIOR TO PLACEMENT OF ANY EROSION CONTROL MEASURES. SWPPP MAINTENANCE NOTES 1.ALL CONTROL MEASURES STATED IN THE SWPPP SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL TEMPORARY OR PERMANENT STABILIZATION OF THE SITE IS ACHIEVED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY A QUALIFIED PERSON IN ACCORDANCE TO THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED ACCORDING TO THE FOLLOWING: 2.INLET PROTECTION DEVICES AND CONTROLS SHALL BE REPAIRED OR REPLACED WHEN THEY SHOW SIGNS OF UNDERMINING AND OR DETERIORATION. INLET PROTECTION DEVICES SHOULD BE ROUTINELY CLEANED AND MAINTAINED. 3.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STANDING OF GRASS IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 4.MINIMIZE OFF-SITE SEDIMENT TRACKING OF VEHICLES BY THE USE OF STONE MATERIAL IN ALL CONSTRUCTION ENTRANCES, ALONG WITH REGULARLY SCHEDULED SWEEPING/GOOD HOUSEKEEPING. STABILIZED CONSTRUCTION ENTRANCES TO BE PROPERLY MAINTAINED BY GENERAL CONTRACTOR AND IN GOOD WORKING ORDER AT ALL TIMES; THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE STONE AS CONDITIONS DEMAND. 5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE) BY GENERAL CONTRACTOR. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6.CONTRACTORS AND SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ALL SEDIMENT FROM THE SITE, AND STORM SEWER SYSTEMS. SEDIMENT DEPOSITION DURING SITE STABILIZATION MUST ALSO BE REMOVED. 7.STONE CONSTRUCTION EXIT TO BE MAINTAINED BY GENERAL CONTRACTOR UNTIL SITE HAS BEEN PAVED OR IS NO LONGER REQUIRED. 8.ALL CATCH BASIN GRATES ARE TO BE PROTECTED WITH INLET BAGS AFTER THEY ARE INSTALLED. THEY SHOULD BE ROUTINELY CLEANED AND MAINTAINED. 9.CONTAINERS SHALL BE AVAILABLE FOR DISPOSAL OF DEBRIS, TRASH, HAZARDOUS OR PETROLEUM WASTES. ALL CONTAINERS MUST BE COVERED AND LEAK-PROOF. ALL WASTE MATERIAL SHALL BE DISPOSED OF AT FACILITIES APPROVED FOR THE PERTINENT MATERIAL 10.BRICKS, HARDENING CONCRETE AND SOIL WASTE SHALL BE FREE FROM CONTAMINATION WHICH MAY LEACH CONSTITUENTS TO WATERS OF THE STATE. 11.CLEAN CONSTRUCTION WASTES THAT WILL BE DISPOSED INTO THE PROPERTY SHALL BE SUBJECT TO ANY LOCAL PROHIBITIONS FROM THIS TYPE OF DISPOSAL. 12.ALL CONSTRUCTION AND DEMOLITION DEBRIS (C&DD) WASTE SHALL BE DISPOSED OF IN A STATE APPROVED C&DD LANDFILL. CONSTRUCTION DEBRIS MAY BE DISPOSED OF ON-SITE, BUT DEMOLITION DEBRIS MUST BE DISPOSED IN A STATE APPROVED LANDFILL. ALSO, MATERIALS WHICH CONTAIN ASBESTOS MUST COMPLY WITH ALL LOCAL AND STATE REGULATIONS. 13.AREA SHALL BE DESIGNATED BY CONTRACTOR AND SHOWN ON SWPPP MAP FOR MIXING OR STORAGE OF COMPOUNDS SUCH AS FERTILIZERS, LIME ASPHALT, OR CONCRETE, THESE DESIGNATED AREAS SHALL BE LOCATED AWAY FROM WATERCOURSES, DRAINAGE DITCHES, FIELD DRAINS, OR OTHER STORMWATER DRAINAGE AREA. 14.EQUIPMENT FUELING & MAINTENANCE SHALL BE IN DESIGNATED AREAS ONLY. 15.A SPILL PREVENTION CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED FOR SITES WITH ONE ABOVE-GROUND STORAGE TANK OF 660 GALLONS OR MORE, TOTAL ABOVE-GROUND STORAGE OF 1,330 GALLONS OR BELOW-GROUND STORAGE OF 4,200 GALLONS OF FUEL. 16.ALL DESIGNATED CONCRETE WASHOUT AREAS SHALL BE LOCATED AWAY FROM WATERCOURSES, DRAINAGE DITCHES, FIELD DRAINS OR OTHER STORMWATER DRAINAGE AREAS. 17.ALL CONTAMINATED SOIL MUST BE TREATED AND/OR DISPOSED IN AN EPA APPROVED SOLID WASTE MANAGEMENT FACILITY OR HAZARDOUS WASTE TREATMENT, STORAGE OR DISPOSAL FACILITIES. 18.THE CONTRACTOR SHALL CONTACT THE STATE EPA, THE LOCAL FIRE DEPARTMENT AND THE LOCAL EMERGENCY PLANNING COMMITTEE IN THE EVENT OF A PETROLEUM SPILL (>25 GALLONS) OR THE PRESENCE OF SHEEN. 19.OPEN BURNING IS NOT PERMITTED ON THE SITE. 20.CONTRACTOR TO ENSURE STREETS SHALL BE CLEARED OF DEBRIS FROM SITE AND SWEPT CLEAN ON AN AS NEEDED BASIS. STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PROJECT NARRATIVE: PLAN ENGINEERS: CESO, INC.DEVELOPER: SONNY'S ENTERPRISES, LLC 3601 RIGBY ROAD, SUITE 300 5870 HIATUS ROAD MIAMISBURG, OH 45342 TAMARC, FL 33321 PHONE: (937) 648-3213 PHONE: (800) 327-8723 X 10379 CONTACT: MIKE MIHALIK CONTACT: CHRIS WARREN EMAIL:MIKE.MIHALIK@CESOINC.COM EMAIL:CHRIS.WARREN@SONNYSDIRECT.COM THE PROPOSED PROJECT IS THE CONSTRUCTION OF A CAR WASH WITH ASSOCIATED PARKING AREAS THE SUBJECT PARCEL IS 1.429 ACRES. THE TOTAL DISTURBED AREA IS 1.13 ACRES. THE SITE DRAINS IN TWO DIRECTION, MAJORITY OF THE SITE DRAINS TO THE NORTH TOWARDS THE 149TH STREET RIGHT OF WAY AND A SMALLER PORTION TOWARDS THE SOUTH INOT THE 150TH STREET RIGHT OF WAY. ON-SITE SOILS:WAUKEGAN SILT LOAD (0-1%)56% WAUKEGAN SILT LOAD (1-6%)44% HYDROLOGIC SOIL GROUP = B THE PRE-EXISTING CONDITIONS ON-SITE IS OPEN SPACE AREA. NOI #XXX SEQUENCE OF CONSTRUCTION 1.NOTIFY CITY/COUNTY ENGINEER BEFORE WORK IS TO BEGIN. 2.INSTALL ALL TEMPORARY EROSION CONTROL MEASURES INCLUDING SILT FENCE, CONSTRUCTION EXIT, FILTER SACKS, CONCRETE WASHOUT. 3.SITE DEMOLITION AND CLEARING. 4.ROUGH GRADING. PROVIDE TEMPORARY SEEDING OF DISTURBED AREAS WHICH ARE INACTIVE. 5.STORM SEWER AND UNDERGROUND UTILITY CONSTRUCTION. 6.BUILDING PAD. 7.CURB CONSTRUCTION. 8.FINE GRADING AND PAVEMENT SUBGRADE PREPARATION 9.ASPHALT PAVING AND REMAINING CONCRETE FLATWORK. 10.FINAL SEEDING. * CONTRACTOR SHALL MODIFY THE SEQUENCE OF CONSTRUCTION BASED ON SITE CONDITIONS. CONTRACTOR TO NOTIFY PROJECT MANAGER PRIOR TO CHANGING SEQUENCE OF CONSTRUCTION. SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 6 0 _ S W P P P . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C6.1 SWPPP NOTES NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 Page 38 of 63 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 6 0 _ S W P P P . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 CONCRETE WASHOUT NOTES: 1. ACTUAL LAYOUT DETERMINED IN THE FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS INCLUDING BUT NOT LIMITED TO OPERATIONS ASSOCIATED WITH GROUT AND MORTAR. 10 mil PLASTIC LINING A A STAPLE DETAIL CONCRETE WASHOUT SIGN DETAIL SECTION "A-A" ABOVE GRADE W/ HAYBALES 10 mil PLASTIC LINING A A SECTION "A-A" BELOW GRADE A A SECTION "A-A" ABOVE GRADE WITH WOOD PLANKS 10 mil PLASTIC LINING SANDBAG 10 mil PLASTIC LINING VARIES SEE NOTE 3 SIDE SLOPES TO BE NO STEEPER THAN 4:1 WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO WOOD STAKES 10 mil PLASTIC LINING 10 mil PLASTIC LINING STAPLES (2 PER BALE) WOOD OR METAL STAKES (2 PER BALE) NATIVE MATERIAL (OPTIONAL) BINDING WIRE STRAW BALE (TYP.) 10' MIN. 10' MIN. LATH AND FLAGGING ON 3 SIDES SANDBAG (TYP.)BERM 10' MIN. 10' MIN. STAKE (TYP.)TWO STACKED 2x12 ROUGH WOOD FRAME 10' MIN. 10' MIN. STAKE (TYP.)STRAW BALE (TYP.) 3' 3' PLYWOOD PAINTED WHITE (4' x 2') BLACK LETTERS 6" HEIGHT) LAG SCREWS (0.5") WOOD POST (3.5" x 3.5" x 8') 8" 2" STEEL WIRE 0.115" DIA. CONCRETE WASHOUT NTS PLAN NTS AREA TO BE PROTECTEDWORK AREA WORK AREA AREA TO BE PROTECTEDWATER FLOW COMPOST SOCK ON PAVEMENT NTS NOTES: 1.ALL MATERIAL TO MEET SPECIFICATIONS. 2.FILTER MEDIA TO MEET APPLICATION REQUIREMENTS. 3.FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. CONCRETE BLOCKS OR SAND BADS SIZED AS NEEDED (10' O.C.) COMPOST SOCK SIZE TO BE DETERMINED BY MANUFACTURER SECTION NTS CONCRETE BLOCKS OR SAND BAGS SIZED AS NEEDED (10' O.C.) COMPOST SOCK SIZE TO BE DETERMINED BY MANUFACTURER PAVEMENT OR IMPERVIOUS SURFACE 18" MIN. OVERLAP C6.2 SWPPP DETAILS NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 Page 39 of 63 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 7 0 _ C O N S T R U C T I O N D E T A I L S . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C7.0 CONSTRUCTION DETAIL NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 X X X X X 1.ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE. 2.SIDEWALK TO BE SLOPED 2% MAX. AWAY FROM BUILDING. 3.ALL SIDEWALKS SHALL BE BROOM FINISHED. EXPANSION JOINTS 20'-0" oc. MAXIMUM4 SPACES @ 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN 1/2" EXPANSION JOINT LAWN OR PLANTING IF SHOWN ON SITE PLAN 1/2" EXPANSION JOINT AA SE E P L A N S VA R I E S VA R I E S SE E PL A N S PLAN VIEW 1" 1/4" R=1/8" TROWELED JOINT 4" 1/2" EXPANSION JOINT WITH SEALANT 4" MINIMUM COMPACTED GRAVEL BASE SECTION A-A 4" EXPANSION JOINT CONCRETE SIDEWALK NTS TROWELED JOINT( TYP.) 6" X 6" W1.4xW1.4 WWF TROWELED JOINT COMPACTED SUBGRADE TO 95% MAXIMUM DRY DENSITY PER ASTM D1557SEALANT 1" THICK MIN. FIBER EXPANSION JOINT MATERIAL NOTES: CURB OR GUTTER LINE 6" 1.ALL CONCRETE CURBS TO BE 4,000 P.S.I. CONCRETE AT 28 DAYS. 2.TRANSVERSE EXPANSION JOINTS, 1/2" WIDE, SHALL BE INSTALLED IN THE CURB 20'-0" APART MAXIMUM. 3.EXPANSION JOINTS SHALL BE FILLED WITH 1/2" PREFORMED JOINT FILLER, RECESSED 1/4" FROM TOP AND FACE OF CURB. 4.MAXIMUM HEIGHT OF CURB TO PAVING IS 6". 6" 18 " 1" R 1/ 4 " R 5" CONCRETE CURB NTS TOPSOIL 1" JOINT SEALER REFER TO PAVEMENT SECTION DETAILS AGGREGATE BASE MATERIAL COMPACTED SUBGRADE CAST IN PLACE CONCRETE CURB NOTES: 1" PREFORMED JOINT FILLER. DEPTH OF FILLER EQUAL TO PAVEMENT THICKNESS LESS 1". 4" 4" 2" 18 " 6" 6" 5" XXXX REFER TO SITE GRADING PLAN 1.ALL CONCRETE CURBS AND SIDEWALK TO BE 4,000 P.S.I. CONCRETE AT 28 DAYS. 2.TRANSVERSE EXPANSION JOINTS, 1/2" WIDE, SHALL BE INSTALLED IN THE CURB 20'-0" APART MAXIMUM. SPACING SHALL MATCH SIDEWALK. 3.EXPANSION JOINTS SHALL BE FILLED WITH 1/2" PREFORMED JOINT FILLER, RECESSED 1/4" FROM TOP AND FACE OF CURB. 4.MAXIMUM HEIGHT OF CURB TO PAVING IS 6". 1" R CONCRETE CURB W/ SIDEWALK NTS 1" JOINT SEALER TROWELED JOINT CONCRETE SIDEWALK AGGREGATE BASE MATERIAL COMPACTED SUBGRADE CONCRETE CURB COMPACTED SUBGRADE SUBBASE 6 x 6 x W1.4 x W1.4 WWM REFER TO PAVEMENT SECTION DETAILS NOTES: 1" PREFORMED BITUMINOUS JOINT FILLER. DEPTH OF FILLER EQUAL TO PAVEMENT THICKNESS LESS 1" CONCRETE (4,000 PSI) 14 " R=1"12" R=1" COMPACTED SUBGRADE 1" PREFORMED JOINT FILLER. DEPTH OF FILLER EQUAL TO PAVEMENT THICKNESS LESS 1". PAVEMENT SURFACE (REFER TO PAVEMENT SECTIONS DETAILS) 1 " 2" 2" MOUNTABLE CURB NTS 1" JOINT SEALER 2' 0" TYP. 3' - 9 " 1' - 9 " TY P . 1'-0" TYP. 4'-9" TYP. 1'-0" TYP. 2'-0" R TURN ARROW PAVEMENT MARKINGS NTS VARIES 2' - 0 " STOP BAR ARROW STOP2' - 0 " B C D A A.ASPHALT PAVEMENT SURFACE COURSE B.ASPHALT PAVEMENT BINDER COURSE C.AGGREGATE BASE MATERIAL D.SUBGRADE-COMPACT PER GEOTECHNICAL REPORT SECTION ASPHALT PAVEMENT A B C A.PORTLAND CEMENT CONCRETE PAVEMENT, 4000 P.S.I. B.AGGREGATE BASE MATERIAL C.SUBGRADE-COMPACT PER GEOTECHNICAL REPORT SECTION CONCRETE PAVEMENT PAVEMENT LAYER DEPTHS ASPHALT CONCRETE A B C A B STANDARD DUTY RE F E R E N C E C H A R T FO R D E P T H S RE F E R E N C E C H A R T FO R D E P T H S PAVEMENT SECTIONS NTS 8.7 8.7 ACCESSIBLE PARKING SPACE STRIPING NTS LE N G T H O F S T A L L P E R P L A N 8' MIN.LOADING ZONE PER PLAN VARIES PER PLAN 2' (TYP.) 4" SOLID LINE, COLOR TO MATCH PLAN 4" SOLID BLUE LINE (TYP.) 4" WIDE SOLID BLUE LINE @ 45° (TYP.) 3" (TYP.) 24" MIN 28" MIN PAINT WHITE SYMBOL WITH BLUE BACKGROUND 4'- 0 " 3" MIN 24" CONCRETE FOOTING 4,000 PSI ACCESSIBLE PARKING SIGN IN BOLLARD NTS FINISHED GRADE 6" SCHEDULE 40 STEEL PIPE, PAINTED BLUE, CONCRETE FILLED PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW (12"X9") 12" X 6" (WHERE NOTED ON SITE PLAN) 12" X 18" DOME TOP OF CONCRETE 4' - 0 " 5' - 0 " T O G R A D E INSTALL 1/2" PREFORMED JOINT FILLER WHEN INSTALLING WITHIN CONCRETE PAVEMENT NOTE: SIGNS LOCATED WITHIN AN ADA ACCESSIBLE ROUTE, OR OTHER PEDESTRIAN ROUTE, SHALL BE 7' MIN. MEASURED FROM FINISHED GRADE TO THE BOTTOM OF THE LOWEST SIGN. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE. 6' (TYPICAL)SEE SITE PLAN 4' MIN. 6' (TYPICAL) 2' DETECTABLE WARNING APPLIED TO FULL WIDTH PER DETAIL MAX 1:12 SLOPE MAX 1:50 SLOPE ACCESSIBLE CURB RAMP (TYPE I) NTS DIMENSION PER PLAN MIN WIDTH = 5' CONCRETE CURB HEADER WHERE SHOWN ON SITE PLAN RETURN CURB TO BE FLUSH WITH TOP OF WALK ACCESSIBLE CURB RAMP (TYPE II) NTS 1'-6 " TRA N S I T I O N LIM I T S O F DE P . C U R B 1' - 6 " TR A N S I T I O N 24" SLOPED CONCRETE 1:12 (MAX.) CURB RAMP (CHECK LOCAL CODES) DETECTABLE WARNING APPLIED TO FULL WIDTH PER DETAIL MEET EXISTING SIDEWALK PE R P L A N CONCRETE SIDEWALK 1. 5 0 MA X . CURB TRANSITION NTS 12" FRONT OF CURB BACK OF CURB TOP VIEW 1' 6" 2"2"8"6"4" 48 " 48 " 6" MIN 24" 6" SCHEDULE 40 STEEL PIPE, FILLED WITH CONCRETE. PAINT WITH YELLOW REFLECTIVE TRAFFIC PAINT CONCRETE FOOTING 4,000 PSI BOLLARD NTS FINISHED GRADE 1" MIN DOME TOP OF CONCRETE INSTALL 1/2" PREFORMED JOINT FILLER WHEN INSTALLING WITHIN CONCRETE PAVEMENT 2'2'2' TYPICAL SAWCUT DETAIL PROPOSED BASE PROPOSED LEVELING COURSE PROPOSED SURFACE COURSE PROPOSED PAVEMENT SECTION EXISTING SURFACE COURSE EXISTING LEVELING COURSE EXISTING BASE COURSE EXISTING SUBGRADE SAWCUT LINE Page 40 of 63 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 7 0 _ C O N S T R U C T I O N D E T A I L S . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C7.1 CONSTRUCTION DETAIL NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 BOTTOM OF CURB TOP OF CURB PAVEMENT / GUTTER LINE 4' 1" MAX. CURB TAPER NTS Page 41 of 63 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 7 0 _ C O N S T R U C T I O N D E T A I L S . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C7.2 CONSTRUCTION DETAIL NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 PLAN DESIGNATION - CB 2X2, 3X3, 4X4 SIZE DEPENDENT ON LARGEST CONNECTING SEWER SIZE AND MATERIAL 2X2 - HDPE AND PVC - UP TO 21" RCP - UP TO 18" 3X3 - HDPE AND PVC - 24" TO 30" RCP - 21" TO 24" 4X4 - HDPE AND PVC - 36" TO 42" RCP - 30" TO 36" 3x3 AND 4x4 PRECAST CATCH BASIN NTS 2x2 GRADE RINGS - 16" MAX.FRAME EJIW #5250 GRATE XXXX (OR APPROVED EQUAL) PAVEMENT PAVEMENT BASECRUSHED #57 AGGREGATE 3'x3', 4'x4', 5'x5', OR 6'x6' PRECAST CONCRETE CATCH BASIN 6" MIN. 3" AGGREGATE BASE COMPACTED SUBGRADE 2'-6" MIN. 2'x2' OPENING DE P T H V A R I E S SE E P L A N 20 L.F. 4" PERFORATED PVC PIPE WITH END CAP (TYPICAL EACH SIDE) DE P T H V A R I E S SE E P L A N GRADE RINGS - 16" MAX. RIM ELEVATION REFER TO THIS POINT FRAME EJIW #5250 GRATE XXXX (OR APPROVED EQUAL)PAVEMENT CRUSHED #57 AGGREGATE 6" MIN. 2'x2' PRECAST CONCRETE CATCH BASIN 2'-6" MIN. 3" AGGREGATE BASE COMPACTED SUBGRADE 6" MIN NOTES: 1.TOP OF GRATES SHALL BE CAST WITH "DUMP NO WASTE" AND "DRAINS TO WATERWAY". JOINTS BETWEEN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-990 OR LATEST EDITION. PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS TO ASTM C-478. CONCRETE SHALL BE 4000 PSI. 2.ADJUSTMENT TO GRADES TO BE PRECAST GRADE RINGS. CASTINGS TO BE MORTARED WITH TYPE "M" MASONRY MORTAR. 8" REINFORCED PRECAST CONCRETE SLAB PAVEMENT BASE Page 42 of 63 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 7 0 _ C O N S T R U C T I O N D E T A I L S . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C7.3 CONSTRUCTION DETAIL NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 CLEAN OUT NTS CAST IRON FERRULE ADAPTER WITH BRASS CAP TO BE FLUSH WITH FINISHED GRADE (TYP.) 45° SWEEPING BEND PROVIDE PLUG AT END OF LINE ONLY 2' LENGTH OF PIPE WYE BRANCH (TYP.) FLOW FINISHED GRADE NOTE: SEE PLANS FOR PIPE MATERIAL AND SIZE. PIPE BEDDING SEE UTILITY PIPE TRENCH AND BEDDING DETAIL DE P T H V A R I E S ( P E R P L A N ) 6" PVC SLOPED TO INLET FINISHED GRADE ZURN 154-CAST IRON DECK DRAIN W/ HEEL (2 ' M I N . ) HARDSCAPE GRATE SPECIFICATION LANDSCAPE/GRASS PROOF GRATE (OR APPROVED EQUAL) (OR APPROVED EQUAL) EAST JORDAN 6104 LANDSCAPE /GRASS HARDSCAPE PIPE YARD INLET NTS PIPE BEDDING SEE UTILITY PIPE TRENCH AND BEDDING DETAIL NOTE: YARD INLET SHALL BE INSTALLED IN AREAS NOT INTENDED FOR VEHICULAR TRAFFIC SCHEDULE DOWNSPOUT PVC PIPE 8"x8" (8" DIA.) 4"x6" 6"x6" (6" DIA.) 10"x10" 12"x12" 8" DIA. 10" DIA. 12" DIA. 15" DIA. 18" DIA. 6" 1" FINISH FLOOR DOWNSPOUT COLLECTOR DETAIL NTS DR A I N A G E WO R K B Y G E N E R A L CO N T R A C T O R DR A I N A G E W O R K B Y CI V I L C O N T R A C T O R 2'- O " M A X METAL DOWNSPOUT SCREEN PIPE CAP STAINLESS STEEL HOSE CLAMP TO SECURE SCREEN SCH. 40 PVC PIPE WITH BELL FITTING. RE: SCHEDULE FOR SIZE REDUCER FITTING CONNECT TO STORMWATER MANAGEMENT SYSTEM UTILITY PIPE TRENCH AND BEDDING NTS UNPAVEDPAVED NEW PAVEMENT OR "PATCHING" TO MATCH EXISTING PAVEMENT SECTION. SAWCUT JOINT WITH EMULSION APPLIED BEFORE PAVING/PATCHING 1'-6" FINAL BACKFILL HAUNCHING BEDDING MIN. D+18" MAX. D+24" MINIMUM BURIAL DEPTH (FINISHED GRADE TO TOP OF PIPE) COMPACTED GRAVEL MOUND BACKFILL 6" ± SPRINGLINE SUITABLE FOUNDATION 1.IN THE CASE OF TRENCH BOTTOM BEING UNSTABLE, THE CONTRACTOR SHALL REPLACE FOUNDATION WITH SUITABLE MATERIAL AS SPECIFIED BY GEOTECHNICAL ENGINEER. 2.COMPACTION PERCENTAGES SPECIFIED REFER TO STANDARD PROCTOR PERCENT COMPACTION. 3.CONTRACTOR TO MANDATE DEWATERING IN TRENCHES DURING CONSTRUCTION. 4.TRENCHING OPERATIONS SHALL CONFORM TO ALL OSHA REQUIREMENTS. 5.FOR HDPE AND PVC WATERLINES AND LONG SEWER LATERALS, INSTALL METALLIC LOCATOR TAPE 12" (MIN) AND 18" (MAX) BELOW FINISHED SUBGRADE ELEVATION. INSTALL TRACER WIRE LOCATED AT THE TOP OF THE PIPE WITHIN THE INITIAL BACKFILL. NOTES: PVC PIPE ZONE DEPTH / SOIL MATERIAL FINAL BACKFILL CLASS I-V* INITIAL BACKFILL MINIMUM DEPTH = D/2 (12" COMMON)** CLASS I, II, AND III* HAUNCHING DEPTH = D/2** CLASS I, II, AND III COMPACTED* BEDDING DEPTH = 4-6" CLASS I, II, AND III COMPACTED* NOTE: HAUNCHING ZONE MUST BE COMPACTED PRIOR TO PLACEMENT AND COMPACTION OF INITIAL AND FINAL BACKFILLS TO PREVENT PIPE DEFLECTION. HDPE PIPE ZONE DEPTH / SOIL MATERIAL FINAL BACKFILL MINIMUM COVER UNPAVED AREAS = 12" MINIMUM COVER PAVED AREAS (D <=48") = 12"**,*** MINIMUM COVER PAVED AREAS (D>48") = 24"**,*** CLASS I AND II (COMPACTED 90% SPD) AND CLASS III (COMPACTED 95% SPD)* INITIAL BACKFILL MINIMUM DEPTH = D/2 (CAN EXTEND TO THE CROWN OF THE PIPE)** CLASS I, II, AND III (TYPE IV CAN BE USED WITH THE APPROVAL OF GEOTECHNICAL ENGINEER)* HAUNCHING DEPTH = D/2** CLASS I, II, AND III (TYPE IV CAN BE USED WITH THE APPROVAL OF GEOTECHNICAL ENGINEER)* BEDDING DEPTH (D <= 24") = 4"** DEPTH (D > 24") = 6"** CLASS I, II, AND III (TYPE IV CAN BE USED WITH THE APPROVAL OF GEOTECHNICAL ENGINEER)* NOTE: THE MIDDLE 1 3 BENEATH THE PIPE INVERT IN THE BEDDING ZONE SHALL BE LOOSELY PLACED DI PIPE ZONE DEPTH / SOIL MATERIAL FINAL BACKFILL CLASS I-V* INITIAL BACKFILL DEPTH = D/2** CLASS I, II, AND III (APPROX. 90% STANDARD PROCTOR PER AASHTO T-99)* HAUNCHING DEPTH = D/2** CLASS I, II, AND III* BEDDING MINIMUM DEPTH = 4" CLASS I, II, AND III* RC PIPE ZONE DEPTH / SOIL MATERIAL FINAL BACKFILL CATEGORY I, II, III* INITIAL BACKFILL DEPTH = D/2** CATEGORY I (85-95% COMPACTION), CATEGORY II (90-95% COMPACTION), OR CATEGORY III (85-95% COMPACTION)* HAUNCHING DEPTH = D/2** CATEGORY I (85-95% COMPACTION), CATEGORY II (90-95% COMPACTION), OR CATEGORY III (85-95% COMPACTION)* BEDDING MINIMUM DEPTH = D/24 (NOT LESS THAN 3")** IF ROCK FOUNDATION, MINIMUM DEPTH = D/12 (NOT LESS THAN 6")** CATEGORY I (85-95% COMPACTION), CATEGORY II (90-95% COMPACTION), OR CATEGORY III (85-95% COMPACTION)* NOTE: FOR ELLIPTICAL AND ARCH PIPE, D SHALL REPRESENT HORIZONTAL SPAN OF PIPE. PIPE DIAMETER, D TABLE 1: BACKFILL AND EMBEDMENT MATERIALS SOIL CLASSIFICATIONS (AS DEFINED IN ASTM D2487 AND D2321) CLASS I CRUSHED ROCK ANGULAR (CLEAN). CLASS II GRAVEL AND/OR SANDS, WITH LITTLE OR NO FINES. CLASS III SAND/SILT AND SAND/CLAY MIXTURES. CLASS IV INORGANIC CLAYS CLASS V ORGANIC SILTS, CLAYS, AND PEATS. SOIL CLASSIFICATIONS (AS DEFINED IN ASCE 15-98) CATEGORY I GRAVELLY SAND CATEGORY II SANDY SILT CATEGORY III SILTY CLAY *SEE TABLE 1 FOR SPECIFICATIONS ON SOIL MATERIALS ** D = PIPE DIAMETER *** MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. INITIAL BACKFILL 12" MIN. MI N I M U M C O V E R T O F L E X I B L E P A V E M E N T MI N I M U M C O V E R T O R I G I D P A V E M E N T Page 43 of 63 R/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/L P/ L P/ L P/ L P/ L P / L 13 13 13 13 13 149TH S T R E E T W E S T Public R i g h t o f W a y V a r i e s - A s p h a l t P a v e m e n t R/W R/W CO CO DO NOT ENTER WM CO CO CO INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 INST PS LED LIGHT BAR MH: 10 4M BLS MH: 20 4M BLS MH: 20 4M BLS MH: 20 4M BLS MH: 20 4M BLS MH: 20 4M BLS MH: 20 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.7 1.0 0.0 1.8 0.9 0.6 0.1 0.5 0.2 0.1 0.1 0.2 0.1 0.5 0.1 0.3 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.1 0.0 0.1 0.0 0.1 0.0 0.1 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.2 0.2 0.3 0.2 0.3 0.3 0.2 0.1 0.2 0.0 0.1 0.2 0.0 0.3 0.0 0.3 0.0 0.0 0.4 0.1 0.5 0.1 0.2 0.5 0.2 0.3 0.1 0.2 0.2 0.2 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.1 1.2 1.2 1.3 1.5 2.6 2.6 2.9 2.8 2.6 3.2 3.5 3.8 3.3 3.3 3.6 3.6 3.8 4.1 3.8 3.4 3.7 4.1 3.6 4.1 3.9 4.5 4.5 4.1 4.1 3.8 3.2 4.4 3.6 4.3 4.0 5.1 6.1 4.4 3.6 3.5 3.2 3.6 3.8 4.0 4.2 6.5 15.5 5.6 3.2 3.2 2.5 3.4 3.8 3.7 3.9 6.5 10.4 4.3 4.2 6.4 2.8 2.5 5.8 11.5 3.5 6.9 10.7 2.5 1.7 4.8 10.4 3.2 5.0 8.5 2.6 1.6 4.2 10.1 3.4 5.8 9.8 2.6 1.5 4.9 12.8 3.2 6.5 9.5 2.4 1.5 4.2 8.4 3.1 5.8 8.1 2.6 1.5 5.0 13.3 3.1 5.6 13.0 2.9 1.5 4.1 7.7 2.8 4.5 6.8 2.4 1.5 4.6 12.3 3.2 7.6 10.9 2.3 1.4 4.0 9.8 3.0 4.9 8.7 2.7 1.3 3.1 9.1 2.9 5.4 10.4 2.6 1.2 2.2 3.2 1.8 5.1 9.5 2.7 1.3 3.8 12.2 3.1 5.6 9.1 2.6 1.2 2.3 5.1 2.7 1.5 1.3 1.5 6.3 11.4 2.3 0.9 1.1 1.7 2.4 3.0 2.8 3.0 3.3 3.8 1.5 0.7 0.8 1.5 2.7 3.3 3.4 3.4 2.6 2.4 1.9 1.2 0.8 0.8 1.5 2.6 3.3 3.9 3.4 2.0 3.4 3.4 3.0 2.0 1.2 1.0 1.5 2.6 3.3 3.9 3.4 2.7 1.0 4.1 3.6 3.9 3.7 2.7 1.4 1.0 1.6 2.6 3.3 3.5 3.4 2.2 1.9 4.0 3.8 4.3 3.6 2.7 1.5 1.1 1.4 2.3 3.0 3.0 3.0 1.9 0.4 2.8 3.7 4.6 4.7 4.3 3.0 1.7 1.3 1.3 1.7 1.8 1.7 1.8 1.2 0.1 0.9 2.9 3.5 4.7 5.7 5.1 3.5 2.5 1.8 1.5 1.6 1.8 1.8 1.6 1.5 1.6 2.8 4.7 5.7 4.9 3.8 3.1 2.7 2.1 2.1 2.9 3.2 2.8 2.8 2.0 4.2 4.4 4.4 4.4 3.6 3.4 2.6 2.5 3.1 3.5 3.4 3.4 4.0 3.9 3.7 3.6 3.3 2.3 2.3 2.9 3.6 3.5 4.1 4.0 3.4 2.4 1.7 2.2 2.9 3.7 3.4 4.4 2.4 1.8 1.3 2.2 3.1 3.4 3.3 3.4 0.9 1.5 2.5 2.8 2.9 0.8 1.0 1.2 0.3 0.4 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts Mounting Height 16 INST PS LED LIGHT BAR SINGLE GPX6-SO 1.000 3600 104 1664 6 4M BLS SINGLE OSQ-ML-B-DA + OSQM-B-16L-40K7- 4M BLS (Back Light Shield)-UL- NM-BK-PML-20KV 1.000 12350 104 624 GRAPHIC SCALE (IN FEET) 1 in. = 30 ft. 030 30 60 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ P L A N \ S o n n y s _ R o s e m o u n t _ M N _ C 8 0 _ P H O T O M E T R I C . d w g - 5/ 6 / 2 0 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 I hereby certify that this plan, speci- fication,or report was prepared by me or under mydirect supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date:Registration No. Jeffrey Alan Tibbitts 42586 C8.0 PHOTOMETRIC PLAN NOT FOR CONSTRUCTION 04/24/2025 CG MRM SEE SHEET 766009 FINISH GRADE 8' - 0 " M I N A N D D O W N TO S O L I D B E A R I N G 4" X 6" GASKETED HAND HOLE CYLINDRICAL FORMED CONCRETE BASE 2'-0" DIAMETER PAINTED SAFETY YELLOW. 4 - 40" X 1"Ø ANCHOR BOLTS #3 REINFORCING TIES 12" ON CENTER (TYPICAL FOR THREE) #5 BARE GROUND WIRE CADWELD CONNECTION (BOTH ENDS) 3/4" X 10' COPPER WELD GROUND ROD (LIGHTNING PROTECTION) PVC - SCHEDULE 40 CONDUIT (PROVIDE SCHEDULE 80 UNDER HEAVY TRAFFIC AREAS) GALVANIZED STEEL TO PVC CONDUIT CONNECTOR GALVANIZED CONDUIT 90° ANGLE 4 - #8 STEEL VERTICAL REINFORCING BARS 2'-0" DIA. CONCRETE BASE 3" COVER 2' - 0 " 2' - 0 " 1" x 45° CHAMFER ELECTRICAL CONTRACTOR TO CONNECT OR CADWELD GROUND WIRE TO POLE BASE LIGHT POLE BASE NTS Page 44 of 63 R / W R / W R / W R / W R / W R / W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P / L P/ L P / L P/ L P/LP/LP/LP/LP/LP/L P/L R / W 1 4 9 T H S T R E E T W E S T P u b l i c R i g h t o f W a y V a r i e s - A s p h a l t P a v e m e n t BM #1 BM #2 G G G G G G U G E U G E U G E U G E F O F O F O F O F O G G G U G E F O U G T UG T UG T S A N S A N S A N S A N S A N S A N SAN R/ W STM STM STM STM STM STM S T M S T M S T M S T M S T M STM STM UGE UGE UGE UGE UGE UGE UGE UGE UG E UGT UGT UGT UGT UGT UGT UGT UGT UGT UG T W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GA S SAN SAN SAN SANCO CO T P A D DO N O T E N T E R S S D STM WM STM STM STMD DS DS DS DS CO SANSANSA N COCOCO D S A N SAN D D.S.D.S.D.S.D.S. WASH BAY 101 A:3,204 SQ. FT. EQMT. RM. 103 A:1,163 SQ. FT. CONTROL 102 A:181 SQ. FT. R.R. 103 A: 50 SQ. FT. 9 5 4 954 95 4 954954 9 5 4 95 6 95 6 95 6 954 954 95 6 956 95 6 9 5 4 954 956 956956956 95 6 956 95695 6 956956 3 0 ' F R O N T Y A R D S E T B A C K 1 0 ' R E A R Y A R D S E T B A C K 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 27 10 10 20 4 7 24 30 5 34 12 5' DRAINAGE AND UTILITY EASEMENT 5' DRAINAGE AND UTILITY EASEMENT 1 0 ' D R A I N A G E A N D U T I L I T Y E A S E M E N T 9 LANDSCAPE REQUIREMENTS OVERSTORY TREE REQUIREMENTS 1) 1 OVER STORY TREE PER 3,000 SF OF TOTAL LANDSCAPE AREA *50% OF THE TOTAL REQUIRED OVER STORY TREES SHALL BE DEC. TOTAL SITE AREA- 1.43 AC ( 62,290 SF) TOTAL LANDSCAPE AREA: 29,033 SF OVER STORY TREES REQUIRED: 10 OVER STORY TREES PROPOSED: 10 PERIMETER LANDSCAPE REQUIREMENTS 2) 50 LF MAX SPACING ALONG PERIMETER OF SITE ADJACENT TO ROADWAY *SHALL BE A SHADE TREE OR FLOWERING TREE (NORTH) 149TH ST W TREES REQUIRED: 5 (245 LF/50') TREES PROPOSED: 5 (SOUTH) 150TH STREET W TREES REQUIRED: 3 (165 LF/50') TREES PROPOSED: 3 FOUNDATION LANDSCAPE REQUIREMENTS 3) 1 LF OF FOUNDATION PLANTING PER 10 LF OF BUILDING PERIMETER *SHRUBS & GROUNDCOVER PLANTING TOTAL BUILDING PERIMETER- 336 LF FOUNDATION PLANTING REQUIRED: 34 LF FOUNDATION PLANTING PROPOSED: 129 LF PARKING LOT LANDSCAPE REQUIREMENTS 1) MIN 10% OF THE PARKING AREA SHALL BE LANDSCAPED TOTAL PARKING AREA- 22,511 SF PARKING LANDSCAPE AREA REQUIRED- 2,251 SF PARKING LANDSCAPE AREA PROPOSED- 2,399 SF 2) 1 TREE PER 10 PARKING SPACES *REMAINING AREA SHALL BE LANDSCAPED WITH SHRUBS & GROUNDCOVER NOT TO EXCEED 2' HEIGHT TOTAL PARKING SPACES - 22 TREES REQUIRED: 2 TREES PROPOSED: 2 LANDSCAPE SCREENING REQUIREMENTS ENTERING STACKING AREA REQUIRED 90% SCREENING @ 6' HEIGHT TREES PROPOSED: 41 TREES (90% SCREENING ) EXITING AREA REQUIRED 50% SCREENING @ 4' HEIGHT SHRUBS PROPOSED: 55 SHRUBS (50% SCREENING) LEGEND RIGHT-OF-WAY PROPERTY LINE SETBACK EASEMENT BUILDING CONCRETE CURB PAVEMENT/WALK SIGN CATCH BASIN STORM MANHOLE SANITARY MANHOLE FIRE HYDRANT LIGHT POLE R/W P/L D S MINOR EXISTING CONTOUR 100 102 MAJOR EXISTING CONTOUR 960 962 MAJOR ENGINEERED CONTOUR MINOR ENGINEERED CONTOUR SYMBOL QTY BOTANICAL / COMMON NAME SIZE MIN HT / SPR SPACING TREES 7 ACER RUBRUM RED MAPLE 2.5" CAL 10-12` HT AS SHOWN 8 GINKGO BILOBA 'PRINCETON SENTRY' PRINCETON SENTRY MAIDENHAIR TREE 2.5" CAL 10-12` HT AS SHOWN 14 JUNIPERUS VIRGINIANA EASTERN REDCEDAR ---8-10` HT 10`-0" OC 16 PICEA GLAUCA WHITE SPRUCE ---10` HT 10`-0" OC 5 SYRINGA RETICULATA `IVORY SILK` IVORY SILK JAPANESE TREE LILAC 2" CAL 6` HT AS SHOWN 11 THUJA OCCIDENTALIS 'SMARAGD' EMERALD GREEN ARBORVITAE ---8-10` HT 8`-0" OC PLANT SCHEDULE SHRUBS 97 ILEX GLABRA INKBERRY HOLLY ---24" HT 4`-0" OC 56 JUNIPERUS CHINENSIS 'SEA GREEN' SEA GREEN JUNIPER ---24" HT 4`-0" OC 40 PINUS MUGO 'COMPACTA' DWARF MUGO PINE ---24" HT 4`-0" OC 18 SPIRAEA X BUMALDA `LITTLE PRINCESS` LITTLE PRINCESS SPIREA ---18" HT 4`-0" OC 32 TAXUS X MEDIA 'HICKSII' HICKS ANGLO-JAPANESE YEW ---36" HT 4`-0" OC GROUND COVERS 26 COTONEASTER DAMMERI 'EICHHOLZ' EICHHOLZ COTONEASTER ---3 GAL 3`-0" OC 166 LIRIOPE MUSCARI 'VARIEGATA' VARIEGATED LILYTURF ---1 GAL 2`-0" OC SOD/SEED 21,013 SF POA PRATENSIS KENTUCKY BLUEGRASS SOD MULCH NUMBER INDICATED ON HATCH THROUGHOUT THE DRAWING REFLECTS THE NUMBER OF PLANTS IN THAT PARTICULAR AREA 25 GRAPHIC SCALE (IN FEET) 1 in. = 20 ft. 020 20 40 CODED NOTES: 1.PROPOSED 4,507 SF BUILDING 2.PROPOSED TRASH ENCLOSURE PER LOCAL REQUIREMENTS 3.ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE 4.PROPOSED DIRECTIONAL ARROW 5.PROPOSED LIGHT POLE 6.PROPOSED VACUUMS MOTOR 7.PROPOSED VACUUM MOTOR/EQUIPMENT ENCLOSURE 8.PROPOSED SIGN TO BE DESIGNED BY OTHERS 9.PROPOSED FOOTER AND WAIT/STOP SIGNAGE 10.PROPOSED PARKING TO BE USED FOR FUTURE VACUUM EXPANSION 11.PROPOSED 6" CONCRETE BOLLARD 12.PROPOSED PAVED AREA FOR SNOW STORAGE 13.PROPOSED STOP BAR AND STOP SIGN L1.0 LANDSCAPE PLAN NOT FOR CONSTRUCTION 04/30/2025 JL JC SEE SHEET 766009 FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: MINNESOTA UTILITIES PROTECTION SERVICE AT 811 OR 800-252-1166 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF STATE UTILITIES PROTECTION SERVICE 2 3 10 12 13 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 6 - L A _ P L A N \ _ C D \ S o n n y s _ R o s e m o u n t _ M N _ L 1 . 0 _ L A N D S C A P E P L A N . d w g - 5/ 1 2 / 2 0 2 5 - Je f f L a p e Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 1 7 7 10 11 3 11 12 6 9 7 6 6 4 2025-05-09 12 Page 45 of 63 L1.1 LANDSCAPE DETAILS & NOTES NOT FOR CONSTRUCTION 04/30/2025 JL JC SEE SHEET 766009 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 6 - L A _ P L A N \ _ C D \ S o n n y s _ R o s e m o u n t _ M N _ L 1 . 0 _ L A N D S C A P E P L A N . d w g - 5/ 1 2 / 2 0 2 5 - Je f f L a p e Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 EQ U A L EQU A L EQUAL GROUND COVER SPACING N.T.S. EVERGREEN / DECIDUOUS SHRUB N.T.S.N.T.S.N.T.S. AND RECOMPACT SCARIFY 4" DEEP 6" FINISH GRADE 6" NOTE: LOCATE TOP OF ROOTBALL A MINIMUM OF 1" ABOVE ADJACENT FINISH GRADE. TRENCH EDGING N.T.S. EVERGREEN TREE STAKING 12" FINISH GRADE 12" DECIDUOUS TREE STAKING N.T.S. FINISH GRADE 3" GRASS 3"4" 7" NOTE: USE TRENCH DETAIL ON ALL PLANTING BEDS TRANSITIONING TO TURF AREAS MULCH OF PLANT BED ALL GROUND COVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING PER ON CENTER SPACING AS SPECIFIED ON PLANTING PLAN. LOCATE GROUND COVER ONE HALF OF SPECIFIED SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR OTHER HARD SURFACE, UNLESS OTHERWISE NOTED. 1 3/4"x1 3/4"X18" WOOD STAKE DRIVEN APPROXIMATELY 15-16" BELOW UNDISTURBED SOIL. NOTE: WHEN USING THE HOSE & WIRE METHOD, AS SHOWN, MAKE THE LENGTH OF HOSE LARGER THAN THE TRUNKS CIRCUMFERENCE. NOTE: LOCATE TOP OF ROOTBALL A MINIMUM OF 1" ABOVE ADJACENT FINISH GRADE. ROLL BACK TOP 1/3 OF BURLAP FROM ROOTBALL PRIOR TO BACKFILLING. FORM BARK MULCH IN 3" HT. CIRCULAR SAUCER. SAUCER SHALL BE SOAKED WITH WATER AFTER PLANTING. 3/4" WIDTH PLASTIC TREE TIE CHAINLOCK #4 OR APPROVED EQUAL SCARIFY 4" DEEP AND RECOMPACT BACKFILL WITH TOP SOIL AS PER SPEC. FORM MULCH IN 3" HT. CIRCULAR SAUCER. SAUCER SHALL BE SOAKED WITH WATER AFTER PLANTING. BACKFILL WITH TOP SOIL AS PER SPEC. NOTE: WHEN USING THE HOSE & WIRE METHOD, AS SHOWN, MAKE THE LENGTH OF HOSE LARGER THAN THE TRUNK CIRCUMFERENCE. LOCATE TOP OF ROOTBALL A MINIMUM OF 1" ABOVE ADJACENT FINISH GRADE. 1 3/4"x1 3/4"X18" WOOD STAKE DRIVEN APPROXIMATELY 15-16" BELOW UNDISTURBED SOIL. BACKFILL WITH TOP SOIL AS PER SPEC. REMOVE BURLAP AND WIRE BASKET FROM ROOTBALL PRIOR TO BACKFILLING. FORM MULCH IN 3" HT. CIRCULAR SAUCER. SAUCER SHALL BE SOAKED WITH WATER AFTER PLANTING. DO NOT CUT MAIN LEADER SCARIFY 4" DEEP AND RECOMPACT 3 TIMES ROOTBALL DIAMETER. MINIMUM 4 1/2 FT WIDTH. 3/4" WIDTH PLASTIC TREE TIE CHAINLOCK #4 OR APPROVED EQUAL 1.CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY LOCATE SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 2.SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. 3.REFER TO SITE CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWING AS NEEDED. 4.REESTABLISH EXISTING TURF IN AREAS DISTURBED BY GRADING OR UTILITY TRENCHING, INCLUDING AREAS IN RIGHT-OF-WAY, TO MATCH EXISTING SPECIES. 5.CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 6.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO LANDSCAPE ARCHITECT. 7.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 8.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. 9.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER AS NEEDED. 10.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GREATER QUANTITY SHALL GOVERN. 11.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 12.ALL SIZES AND QUALITY OF PLANT MATERIAL SHALL MEET THE MINIMUM SPECIFICATIONS OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014). THE LANDSCAPE CONTRACTOR SHALL INSTALL ALL PLANT MATERIAL IN SIZE AS INDICATED IN THE PLANT SCHEDULE UNLESS OTHERWISE SPECIFIED ON THE PLAN SET. ALL PLANTS THAT DO NOT MEET THE SIZE AND SPECIFICATIONS SET FORTH BY THE AMERICAN STANDARD FOR NURSERY STOCK WILL BE REJECTED BY LANDSCAPE ARCHITECT AT NO COST TO OWNER. 13.ONCE PROJECT IS AWARDED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED, THE CONTRACTOR SHALL INSTALL LARGER AT NO COST TO OWNER. 14.THE LANDSCAPE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AND REPLACED BY CONTRACTOR AT NO COST TO THE OWNER. 15.PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING, IF HE/SHE BELIEVES ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS WILL BE GRANTED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS TO GROW (EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE OWNER, NEGLECT, OR VANDALISM) SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 16.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. 17.ALL PLANT MASSES TO BE TOP DRESSED WITH MULCH AS SPECIFIED IN PLANT SCHEDULE, SPREAD UNIFORMLY IN DEPTH OVER THE PLANTING BEDS AS DELINEATED ON THE PLANS UNLESS OTHERWISE NOTED. 18.BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 19.ALL PLANTS SHALL BE GUARANTEED FOR 1 YEAR AFTER SUBSTANTIAL COMPLETION OCCURS AND FINAL ACCEPTANCE BY OWNER. 20.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN ACCEPTANCE FROM THE OWNER AND LANDSCAPE ARCHITECT. MAINTAIN TREES, SHRUBS, LAWNS, AND OTHER PLANTS AS PER THE PROJECT MANUAL AND/OR WRITTEN SPECIFICATIONS, IF APPLICABLE. LANDSCAPE MAINTENANCE IS THE LANDSCAPING CONTRACTORS RESPONSIBILITY UNTIL FINAL ACCEPTANCE BY THE OWNER. 21.ALL LANDSCAPE MAINTENANCE SHALL BE IN ACCORDANCE WITH LOCAL GOVERNING STANDARDS. 22.REFER TO PROJECT MANUAL OR WRITTEN SPECIFICATIONS, IF AVAILABLE, FOR ADDITIONAL REQUIREMENTS. 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH FROM THEIR SOURCE A GOOD CLEAN, NATIVE SOIL WHICH SHALL MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE. THIS SOIL SHALL BE USED FOR THE PLANTING MIXTURE AS FOLLOWS: A. ONE PART COMPOST/MANURE PLANTING MIX, TOPSOIL OR APPROVED EQUAL B. ONE PART NATIVE SOIL 2. SOILS WITHIN PLANTING AREAS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL & SOD WITH REGARD TO: pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. THE CONTRACTOR SHALL ANALYZE EXISTING SOILS LOCATED IN PROXIMITY TO PROPOSED PLANT MATERIAL AND BE RESPONSIBLE TO AMEND THE SOIL TO OBTAIN ESSENTIAL REQUIREMENTS NECESSARY FOR THE ESTABLISHMENT AND GROWTH OF PLANT LIFE. LANDSCAPE CONTRACTOR TO PROVIDE SOILS REPORT AND APPROPRIATE RECOMMENDATIONS PRIOR TO INSTALLATION TO OWNER'S REPRESENTATIVE FOR REVIEW. FAILURE TO PROVIDE REPORT MAY RESULT IN PLANT MATERIAL BEING REJECTED BY OWNER'S REPRESENTATIVE AND REPLACED AT NO COST TO OWNER. 3. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO PLANTING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS. SOIL PLANTING MIXTURE (MIX ONSITE) GENERAL NOTES: LANDSCAPE PLAN 21 3 54 2025-05-09 Page 46 of 63 DO N O T E N T E R WM D.S.D.S.D.S.D.S. WASH BAY 101 A:3,204 SQ. FT. EQMT. RM. 103 A:1,163 SQ. FT. CONTROL 102 A:181 SQ. FT. R.R. 103 A: 50 SQ. FT. R / W R / W R / W R / W R / W R / W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P / L P / L P / L P / L P/LP/LP/LP/LP/LP/L P/L R / W 1 4 9 T H S T R E E T W E S T P u b l i c R i g h t o f W a y V a r i e s - A s p h a l t P a v e m e n t BM #2 UG T U G T U G T R / W BF MV FS 1212 12 12 8 8 81212 1210 12 10 10 10 10 8 8 8 10 10 12 L R L R L 12 10 10 8 12 15 15 15 12 15 15 12 8 LR 8 12 R 10 10 10 R L R 10 10 12 12 12 15 15 15 15 8 10 12 10 12 12 12 12 12 12 12 10 8 8 15 15 12 15 15 15 12 10 1215 L R L R L R L R L R L 8 8 8 10 8 15 15 15 15 15 15 15 15 12 12 12 12 15 15 15 15 15 15 15 12 15 15 15 15 10 10 10 12 12 15 15 10 10 12 88 88 15 15 15 8 8 1512 8 R 12 8 888 8 8 8 128 8 15 R L R L R L R L R L 8 1210 10 121515 15 12 10 15 15 15 15 15 15 15 15 15 15151515151515 151515 1515 15 12 12 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1515 15 8 10 10 10 15 15 10 12 10 8 8 8 8 C RS8 8 10 10 12 12 12 12 12 10 10 8 10 8 88 R L 1 27.0112" 2 18.61" 3 25.9112" 6 29.7112" 7 10.41" 8 28.3112" 9 29.8112" 10 29.6112" 12 4.521" 13 25.4112" 14 28.9112" 15 26.6112" 2 3 4 1 6 7 8 9 10 111213 14 158 8 15 15 8 15 10 8 15 88 8 8 8 88 11 28.7112" 5 15.11" 5 4 5.971" R L RL R F3.70, TQ2.78, H1.85, Q.92 F2.60, TQ1.95, H1.3, Q.65 F1.58, H.79, Q.39 F1.05, H.52, Q.26 .61, 1.21 GPMSYMBOLMANUFACTURER/MODEL/DESCRIPTION PSI RAIN BIRD 1804-PRS 15 STRIP SERIES 30 RAIN BIRD 1804-PRS 8 SERIES MPR 30 RAIN BIRD 1804-PRS 10 SERIES MPR 30 RAIN BIRD 1804-PRS 12 SERIES MPR 30 RAIN BIRD 1804-PRS 15 SERIES MPR 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION XERIGATION COMMERCIAL CONTROL ZONE KIT GPM 0.2-15 MFG.: 1" RAINBIRD VALVE (MODEL: XCZ-100-PRB-FLOW) GPM 15-40 MFG.: 1 1/2" RAINBIRD VALVE (MODEL: XCZ-150-PRB-FLOW) USE PSI-M30X REGULATOR FOR FLOWS EXCEEDING 5 GPM AREA TO RECEIVE DRIPLINE SHRUB ZONE RAIN BIRD XFS-06-18 - XFS SUB-SURFACE PRESSURE COMPENSATING DRIPLINE. 0.6 GPH EMITTERS AT 18" O.C. LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. EST CST SSTRCSLCS E L R C S FHTQ 8 8 8 8 Q T H F 10 10 10 10 Q TQ FHT 12 12 12 12 12 Q TQ FHT 15 15 15 15 15 IRRIGATION_SCHEDULE LEGEND RIGHT OF WAY LINE LOT LINE R/W PROPERTY BOUNDARY LINE PROPOSED CONCRETE SIDEWALK SYMBOL MANUFACTURER/MODEL/DESCRIPTION REMOTE CONTROL VALVE RAIN BIRD PEB-PRS-D GPM 0-20 MFG.: 1" RAINBIRD VALVE (MODEL: 100-PEB-PRS-D) GPM 20-50 MFG.: 1 1/2" RAINBIRD VALVE (MODEL: 150-PEB-PRS-D) STAINLESS STEEL BALL VALVE LEEMCO LBT-XX-SS MASTER VALVE 1" RAIN BIRD EFB-CP-PRS-D- 1-1/2"-BRASS BFP-REDUCED PRESSURE ASSEMBLY 1" ZURN 950XL RAIN BIRD ESP4ME3 13 STATION TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER. TO BE LOCATED INSIDE BUILDING IN APPROXIMATE LOCATION AS SHOWN. COORDINATE FINAL LOCATION WITH OWNER'S REPRESENTATIVE. WIRELESS RAIN/FREEZE SENSOR RAIN BIRD WR2-RFC - TO BE INSTALLED ON ROOF GUTTER. COORDINATE FINAL LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. FLOW SENSOR RAIN BIRD FS-200-P- 2IN. PLASTIC PVC MODEL. SUGGESTED OPERATING RANGE 10.0 GPM TO 200.0 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 LATERAL FLOW CHART 3/4" = 0-10 GPM 1" = 11-16 GPM 1 1/4" = 17-26 GPM 1 1/2" = 27-35 GPM 2" = 35-55 GPM IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 MV BF C RS FS PIPE SLEEVE: PVC SCHEDULE 40 ALL ROADWAY MAINLINE CROSSINGS SHALL HAVE (1) 4" SLEEVE WITH (2) 2" SLEEVES. ALL OTHER SLEEVES TO BE 3" UNLESS OTHERWISE NOTED. CONTRACTOR TO PROVIDE ANY NECESSARY SLEEVING UNDER PAVEMENT NOT SHOWN IN PLANS Valve Number Valve Flow Valve Size Valve Callout # ##" GENERAL NOTES: 1.IRRIGATION SYSTEM DESIGN BASED ON 30 GPM AND 70 PSI. 2.IRRIGATION DESIGN IS FROM THE POINT OF CONNECTION (POC) ONLY. THE DESIGN IS BASED ON GALLONS PER MINUTE (GPM) AND POUNDS PER SQUARE INCH (PSI) AS FURNISHED BY OTHERS. 3.IRRIGATION CONTRACTOR TO VERIFY POINT OF CONNECTION IN THE FIELD AND CONFIRM MINIMUM DISCHARGE REQUIRED AT POINT OF CONNECTION AS REQUIRED BY PROPOSED IRRIGATION EQUIPMENT PRIOR TO INSTALLATION. CONTACT OWNER'S REPRESENTATIVE WITH ANY DISCREPANCIES IMMEDIATELY BEFORE INSTALLATION. 4.THE PRESSURE REQUIREMENT AT THE POINT OF CONNECTION IS BASED ON NO MORE THAN 5 FEET OF ELEVATION CHANGE IN THE AREAS OF IRRIGATION. 5.DETAILED AS-BUILTS WILL BE REQUIRED UPON COMPLETION OF PROJECT. AS-BUILTS TO INCLUDE ALL DECODER ADDRESSES AS WELL AS GPS LOCATIONS OF EACH VALVE BOX. SEE DETAIL SHEET FOR FURTHER INFORMATION 6.CONTRACTOR TO USE CONTINUOUS RUNS FOR ALL PROPOSED CONTROL WIRES. IF NECESSARY, LOCATE ALL WIRE SPLICES IN VALVE BOX. BUNDLE WIRES IN VALVE BOX WITH MINIMUM 24" OF EXCESS CABLE PER BUNDLE. ALL SPLICES MUST BE WATERPROOF WITH 3M DBY/DBR-6 CONNECTORS. 7.ALL MATERIAL USED SHALL BE INSTALLED AS PER PLAN AND AS PER MANUFACTURER'S SPECIFICATIONS. ALL DEVIATIONS FROM DRAWINGS OR MATERIALS SHALL BE APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT. 8.PIPE LAYOUT AND VALVE LOCATION IS DIAGRAMMATIC. VALVES AND PIPES SHOWN IN BUILDING, PAVED AREAS OR UNDERNEATH EXISTING TREE DRIP LINES ARE FOR GRAPHIC CLARITY ONLY. ALL VALVES AND MAINLINE SHALL BE INSTALLED WITHIN LANDSCAPE AREAS BETWEEN RIGHT-OF-WAY AND PROPERTY LINE. LOCATION OF IRRIGATION COMPONENTS SHOWN ON DRAWING IS APPROXIMATE. ACTUAL PLACEMENT MAY VARY SLIGHTLY AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE AND/OR TO AVOID CONFLICTS WITH UTILITIES AND/OR EXISTING TREE ROOTS. CONTRACTOR TO REFERENCE PLANTING PLANS FOR EXISTING TREE INFORMATION AS APPLICABLE. 9.CONTRACTOR TO PROVIDE ANY STAKING NECESSARY FOR PROPERTY LINES, EASEMENT LINES, ETC. TO INSTALL PLANTING AND IRRIGATION AS PER PLANS 10.LOCATE VALVES AND VALVE BOXES IN SHRUB BED WHENEVER POSSIBLE. IF NECESSARY TO LOCATE IN LAWN, LOCATE A MINIMUM OF 36" AWAY FROM PLANTER BED EDGE. 11.SEE DETAIL SHEET LS 3.1 & LS 3.2 FOR FURTHER IRRIGATION NOTES & DETAILS DRIP IRRIGATION NOTES: 1.ALL 1/2" POLY TUBING TO BE SECURED BY RAINBIRD EASY FIT COMPRESSION FITTINGS 2.1/4" TUBING NOT TO EXCEED 5 LF, RAINBIRD MODEL PT-025. 1/4" BARB TRANSFER FITTINGS TO BE RAINBIRD 3.INSTALL ONE RAINBIRD XERI-SPRAY (MODEL XS-90) ON 12" POLY FLEX RISER ON EACH DRIP ZONE FOR USUAL INSPECTION OF SYSTEM. INSTALL 3' FROM VALVE BOX, ABOVE GRADE MINIMUM 5' FROM PAVEMENT EDGE. 4.EMITTER SCHEDULE - 2.5" CALIPER TREES (PLANTING BEDS ONLY) - 14 GPH; SHRUB - 5 GPH; GROUNDCOVER - 1 GPH. NOTE: NO MAINLINE SHALL BE INSTALLED IN RIGHT OF WAY. CONTRACTOR TO LIMIT THE AMOUNT OF LATERALS WITHIN RIGHT OF WAY AT ALL TIMES. NOTE: EASEMENT LINES HAVE BEEN REMOVED FROM IRRIGATION PLAN FOR GRAPHICAL CLARITY. REFER TO PLANTING AND SITE PLAN FOR EASEMENT LINE AND LOCATION. NOTE: PIPE LAYOUT IS DIAGRAMMATIC. VALVES, LATERALS, AND MAINLINE SHOWN IN BUILDING, RETAINING WALLS, OR PAVED AREAS ARE FOR GRAPHIC CLARITY ONLY. ALL VALVES AND MAINLINE SHALL BE INSTALLED WITHIN LANDSCAPE ARE BETWEEN CURB AND PROPERTY LINE. GRAPHIC SCALE (IN FEET) 1 in. = 20 ft. 020 20 40 L2.0 IRRIGATION PLAN NOT FOR CONSTRUCTION 04/30/2025 JL JC SEE SHEET 766009 FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: MINNESOTA UTILITIES PROTECTION SERVICE AT 811 OR 800-252-1166 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF STATE UTILITIES PROTECTION SERVICE 6' SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 6 - L A _ P L A N \ _ C D \ S o n n y s _ R o s e m o u n t _ M N _ L 3 . 0 _ I R R I G A T I O N P L A N . d w g - 5/ 1 2 / 2 0 2 5 - Je f f L a p e Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 2025-05-09 Page 47 of 63 L2.1 IRRIGATION DETAILS & NOTES NOT FOR CONSTRUCTION 04/30/2025 JL JC SEE SHEET 766009 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 6 - L A _ P L A N \ _ C D \ S o n n y s _ R o s e m o u n t _ M N _ L 3 . 0 _ I R R I G A T I O N P L A N . d w g - 5/ 1 2 / 2 0 2 5 - Je f f L a p e Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 N.T.S. N.T.S. N.T.S.N.T.S.N.T.S. N.T.S.N.T.S.N.T.S. QUICK COUPLER VALVE 6" AND 12" POP-UP SPRINKLER HEAD N.T.S. ROTARY POP-UP SPRINKLER MAINLINE OR LATERAL LINE SCH. 40 STREET ELL. SCH. 40 TEE OR ELL., TYP. ±4 " BRICK OR CONC. BLOCK, TYP. SCH. 40 STREET ELL. SCH. 80 NIPPLE SCH. 40 ELL. QUICK COUPLER IN VALVE BOX WITH LID DRAIN ROCK MIN. 3" DEEP FINISH GRADE SCH. 80 NIPPLE 1" MIN. 3" MAX. SCH. 80 NIPPLE BARBED MARLEX INSERT SCH. 40 TEE OR ELL., TYP. SCH. 40 STREET ELL. LATERAL LINE LATERAL LINE & THREADED ELL. SCH. 40 TEE SCH. 40 ELL. SCH. 40 STREET ELL. SCH. 80 NIPPLE PAVEMENT OR CURB POP-UP ROTOR TOP OF SPRINKLER FLUSH WITH FINISH GRADE, AFTER SETTLING 1" MIN. 3" MAX. POLY SWING PIPE- MIN. 15" BARBED MARLEX INSERT POP-UP SPRINKLER & THREADED ELL. LENGTH, MAX 30" LENGTH PAVEMENT OR CURB NOTES: SWING JOINTS AS SHOWN ABOVE SHALL BE PROVIDED FOR ALL ROTARY HEADS THAT ARE DESIGNED TO PROVIDE 5 GPM OR GREATER. ALL OTHER IRRIGATION HEADS THAT HAVE VOLUMES BELOW 5 GPM SHALL UTILIZE FUNNY PIPE AS SHOWN WITHIN DETAIL #7 THIS SHEET LOCATION OF ALL SPRINKLER HEADS SHALL BE SITE ADJUSTED TO MINIMIZE WATER OVERTHROW ONTO BUILDING SURFACES AND WALKWAYS. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING. USE LOW TRAJECTORY NOZZLES WHENEVER POSSIBLE. TOP OF SPRINKLER FLUSH WITH FINISH GRADE, AFTER SETTLING MAINLINE SUPPLY LINE SLEEVE AT PAVING 24 " M I N . 12 " M I N . DE P T H LA T E R A L MA I N L I N E CLEAN AND LIGHTLY COMPACTED BACKFILL TRACKING WIRE, 6" ROOFING NAIL ABOVE MAINLINE PAVING TO MARK SLEEVE 2 - 4" CLASS 160 SLEEVES FOR WIRING AND OTHER IRRG APPURTENCES SCH 40 SLEEVE - TWICE THE NOMINAL SIZE OF MAINLINE 18 " - 3 6 " 12 " M I N . DE P T H LA T E R A L MA I N L I N E LATERAL LINE INTERVALS OF 25'-0" TO MAINLINE AT ATTACH IRRIGATION WIRE MAINLINE - SIZE AS REQUIRED CLEAN AND LIGHTLY COMPACTED BACKFILL TRACKING WIRE, 6" ABOVE PIPE FINISH GRADE IRRIGATION TRENCH 1' N.T.S.N.T.S. POINT OF CONNECTION DOMESTIC WATER MAIN M BACKFLOW PREVENTER (PER LOCAL CODE) TO S Y S T E M FLOW SENSOR F MASTER VALVE MV WATER FLOW WATER FLOW TURF OR MULCH, REFER TO LANDSCAPE MATERIAL SCHEDULE FOR MORE INFO 3/8" PEA GRAVEL, 4" DEEP - LINE BOX w/ FILTER FABRIC STANDARD RECTANGULAR VALVE BOX w/ OVERLAPPING LID AND LOCKING BOLT - SET BOX SO THAT TOP IS FLUSH w/ TURF FINISH GRADE OR MULCH MIN. 10x PIPE DIAMETER 24 " MI N . MIN. 5x PIPE DIAMETER MASTER VALVE PER IRRIGATION MATERIAL SCHEDULE PVC MAIN LINE, SIZE PER PLAN OR PIPE SIZING SCHEDULE NOTE: INLET PIPE LENGTH OF SENSOR MUST BE MIN. 10X PIPE DIAMETER STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MIN. 5X PIPE DIAMETER OF STRAIGHT, CLEAN RUN OF PIPE, NOT FITTINGS OR TURNS. FINISH GRADE 10" ROUND VALVE BOX w/ OVERLAPPING LID AND LOCKING BOLT - SET BOX SO THAT TOP IS FLUSH w/ TURF FINISH GRADE OR LAYER OF ROCK/BARK MULCH INL E T O U T L E T FLOW SENSOR W/ PE 39 COMMUNICATION CABLE OR TWO WIRE CABLE TO IRRIGATION CONTROLLER MASTER VALVE AND FLOW SENSOR SLEEVING NOTES 1.CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL SLEEVING FOR THE PROJECT UNLESS OTHERWISE NOTED. UNLESS OTHERWISE INDICATED, ALL SLEEVES ARE TO BE PVC SCH 40 AND TWO (2) NOMINAL SIZES LARGER THAN THE PIPE TO BE SLEEVED. FOR EXAMPLE: THE SLEEVE FOR A 2" PIPE SHALL BE 3". NO IRRIGATION SLEEVE SHALL BE SMALLER THAN 2". 2.ALL SLEEVES ARE TO BE INSTALLED WITH A MINIMUM OF 24" DEPTH OF COVER. 3.ALL SLEEVES TO EXTEND A MINIMUM OF 24" BEYOND THE EDGE OF PAVEMENT (WHEN POSSIBLE). 4.IDENTIFY ALL SLEEVES LOCATIONS BY STAKING THE SLEEVE ENDS WITH COLOR CODED BLUE REBAR AND/OR MARKING THE BACK OF CURB (OR PAVEMENT). COORDINATE WITH OWNER'S REPRESENTATIVE FOR PREFERRED METHOD. NOTE: LOCATION OF ALL SPRINKLER HEADS SHALL BE SITE ADJUSTED TO MINIMIZE WATER OVERTHROW ONTO BUILDING SURFACES AND WALKWAYS. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING. USE LOW TRAJECTORY NOZZLES WHENEVER POSSIBLE. NOTE: IRRIGATION CONTRACTOR IS REQUIRED TO INSTALL TRACING WIRE OVER ALL MAINLINE PIPE AND CONTROLLER WIRE (INCLUDING) WIRE WHICH IS NOT INSTALLED IN TRENCH WITH PIPE. N.T.S. REMOTE CONTROL VALVE INSTALLATION REMOTE CONTROL VALVE. ISOLATION VALVE SAME SIZE AS THE SAME AS SIZE THE MAINLINE. THE ISOLATION VALE TO BE PVC PIPE & FITTINGS UPSTREAM OF BRICK OR CONC. BLOCK SCH. 40 TEE OR ELL., TYP. SCH. 80 NIPPLE SCH. 40 MAINLINE SCH. 40 ELL. REMOTE CONTROL VALVE WITH VALVE BOX 18" COIL OF WIRE & MALE REDUCER PVC ISOLATION BALL VALVE SCH. 40 ELL. SCH. 80 NIPPLE (S X T) LATERAL LINE FINISH GRADE WITH MALE REDUCER ALL WIRE CONNECTIONS SPLICED WITH DIRECT BURY SPLICE KIT (3M DBY/DBR-6) CONNECTORS. DRAIN ROCK MIN. 3" DEEP AND 2" BELOW BOTTOM OF PIPE BALL VALVE 4" MIN. DRAIN ROCK BRICK OR CONC. BLOCK MALE ADAPTER/ REDUCER, BOTH SIDES FINISH GRADE MAINLINE VALVE BOX WITH LOCKABLE LID COMPRESSION UNION BOTH SIDES STAINLESS STEEL BALL VALVE 4" MULCH LAYER 1/2" INSERT TEE FINISH GRADE PVC SUB MAIN PVC TEE (SxSxT) 3/4" SCH 80 PVC NIPPLE DRIP TUBING NOTE: PROVIDE 12" MIN. SPACE BETWEEN ALL DRIPLINES AND ANY WALL OR STRUCTURE PVC-DRIP CONNECTION PVC MAIN LINE SCH. 40 PVC FITTING 3" GRAVEL SUMP WIRE CONNECTORS FINISH GRADE REMOTE CONTROL VALVE STD. RECT. VALVE BOX (2) 1" 200 MESH PRESS. REG. FILTER PVC SCH 80 90 TxT ELL PVC SCH 80 MALE ADP. CONTROL WIRES PVC SCH 80 NIPPLE W/ LANDSCAPE FABRIC DRIP ZONE CONTROL VALVE 20 GPM MAX.40 GPM MAX. JUMBO VALVE BOX STANDARD VALVE BOX REMOTE CONTROL VALVE 1" FILTER DRIP ZONE VALVE - PLAN VIEW PVC ISOLATION BALL VALVE WITH MALE REDUCER 9 5 10 6 7 3 12 8 1 2 (BY-OTHERS) (BY-OTHERS) STUB-OUT METER: MAINLINE 4 11 2025-05-09 Page 48 of 63 L2.2 IRRIGATION DETAILS & NOTES NOT FOR CONSTRUCTION 04/30/2025 JL JC SEE SHEET 766009 SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S C: \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 6 - L A _ P L A N \ _ C D \ S o n n y s _ R o s e m o u n t _ M N _ L 3 . 0 _ I R R I G A T I O N P L A N . d w g - 5/ 1 2 / 2 0 2 5 - Je f f L a p e Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 1 REVISION #1 2025/05/09 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 BLDG PAVEMENT SIDEWALK E.O.P. 24" BELOW GRADE 5' FROM E.O.P. LIGHTPOLE 36" BELOW GRADE 18' 16' FROM B.O.C. 9' FROM B.O.C. 24" BELOW GRADE B.O.C. ROADWAY 10' FROM CORNER OF BLDG VALVE #16 4' FROM SIDEWALK VALVE #21 11' FROM B.O.C. 26' FROM LIGHTPOLE 26' SPLICE BOX 15' FROM B.O.C. 17' FROM CORNER 17' 2" MAINLINE NOTES: ·PROVIDE DIMENSIONS FROM TWO PERMANENT FIXED OBJECTS* AND "DEPTH OF COVER" ON ALL MAINLINE AND SLEEVES. ·PROVIDE GPS COORDINATES AND DIMENSIONS FROM TWO PERMANENT FIXED OBJECTS* FOR ALL VALVES, SPLICE BOXES, STUB-OUTS, QUICK CONNECTS, EARTH GROUNDS AND ANY OTHER IMPORTANT COMPONENTS NECESSARY TO OPERATE THE SYSTEM * THE TWO REFERENCE OBJECTS SHOULD BE PERPENDICULAR TO THE DIMENSIONED ITEM. ·PROVIDE VALVE LABELS WITH GPM TOTALS AND DECODER ADDRESS AS UTILIZED. ·CONTRACTOR IS REQUIRED TO PROVIDE A COLOR CODED PLAN (SEPARATE THAN "AS BUILT") THAT CORRELATES EACH ZONE WITH ITS RESPECTIVE VALVES. COLOR CODED PLAN SHOULD UTILIZE PLANTING PLAN AS BASE ·FINAL APPROVAL WILL NOT BE GIVEN WITHOUT A SUBMITTED AND APPROVED AS-BUILT AND COLOR CODED PLAN. 1.THE IRRIGATION DISTRIBUTION MAINLINE SHALL BE INSTALLED PER LOCAL AND STATE WATER STANDARDS. ALL IRRIGATION SYSTEMS SHALL BE OPERATED AND MAINTAINED IN ACCORDANCE TO LOCAL, REGIONAL, AND/OR STATE STANDARDS, WHICHEVER PRECEDES. CONTACT OWNER'S REPRESENTATIVE WITH ANY DISCREPANCIES. 2.IF REQUIRED, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE NECESSARY RIGHT-OF-WAY USE ENCROACHMENT PERMIT(S) 3.IRRIGATION CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION AND TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLAN OR NOT. THE IRRIGATION CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 4.IRRIGATION CONTRACTOR WILL ARRANGE INSPECTIONS REQUIRED BY LOCAL AGENCIES & ORDINANCES DURING CONSTRUCTION AS REQUIRED. ALL PRODUCTS, WIRING AND BACKFLOW PREVENTER TO BE INSTALLED IN ACCORDANCE WITH LOCAL AND STATE PLUMBING CODES 5.IRRIGATION CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS OR INCONSISTENCIES WITH PLANS TO LANDSCAPE ARCHITECT. 6.IRRIGATION CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 7.IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH INSTALLATION OF LANDSCAPING, WALL CONSTRUCTION AND DRAINAGE SYSTEMS. IRRIGATION CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION WITH OTHER SUBCONTRACTORS FOR INSTALLATION OF UNDERGROUND SLEEVING. 8.ALL PRODUCTS OR ANY OTHER EQUIPMENT REQUIRED THAT IS NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO LOCAL BUILDING, ELECTRICAL, AND PLUMBING CODES. 9.PRIOR TO BACKFILLING TRENCHES CONTACT OWNER'S REPRESENTATIVE TO VERIFY WIRE PATH ROUTING, CONTROLLER WIRE AND SPLICING CONNECTIONS. 10.LAYOUT OF THE SYSTEM AS SHOWN ON DRAWINGS IS DIAGRAMMATIC. IRRIGATION LINES SHOWN WITHIN PAVED AREAS ARE FOR GRAPHIC CLARITY ONLY. IRRIGATION HEADS AND PIPES ARE TO BE PLACED WITHIN LANDSCAPED AREAS WITH THEIR LOCATIONS MODIFIED AS REQUIRED TO AVOID PLANT MATERIALS, UTILITIES AND OTHER OBSTRUCTIONS. 11.IRRIGATION CONTRACTOR SHALL COMPLY WITH PIPE SIZES AS INDICATED. 12.CONTRACTOR TO PROVIDE OWNER WITH KEYS AND HOSE SWIVELS FOR EACH QUICK COUPLER VALVE. 13.CONTRACTOR SHALL PROVIDE A REPRODUCIBLE DIGITAL AS-BUILT IRRIGATION PLAN. PLAN SHALL BE PREPARED, PRIOR TO FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE SITE PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). AS-BUILT PLAN SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO SUBSTANTIAL COMPLETION INSPECTION. AS-BUILTS SHALL INCLUDE A MASTER VALVE/ZONE SCHEDULE INCLUDING SPECIFICATIONS FOR INSTALLED VALVES, ZONE TYPE AND GALLONS PER MINUTE. SEE SPECS FOR FURTHER INFORMATION. 14.IRRIGATION CONTRACTOR SHALL PROVIDE A COLOR-CODED MAP OF THE AREA SERVED BY EACH CONTROLLER, SEALED IN PLASTIC OR LAMINATED, AND PLACE IT IN EACH CONTROLLER BOX UPON FINAL ACCEPTANCE. 15.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS, AND MODELS NOT IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE OWNER THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE MANUFACTURERS AND MODELS ON THE IRRIGATION PLAN. 16.CONTRACTOR TO INSTALL IRRIGATION CONTROL EQUIPMENT UNIT (CONTROL CABINET(S)) AT LOCATION SHOWN ON DRAWINGS. STAKE OUT EXACT LOCATION FOR OWNER'S REPRESENTATIVE'S REVIEW PRIOR TO EXCAVATING FOR THE FOOTING. INSTALL LEVEL AND PLUMB ON COMPACTED SUBSOIL AND BASE ROCK AS SHOWN ON DRAWINGS. 17.IRRIGATION CONTRACTOR SHALL PROVIDE POWER AND WATER FOR ALL LANDSCAPE ELEMENTS TO PROVIDE A COMPLETE OPERATING IRRIGATION SYSTEM. THE GENERAL CONTRACTOR AND/OR OWNER SHALL PROVIDE 120-VOLT POWER TO THE CONTROLLER LOCATION(S), COORDINATE AS NEEDED. THE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL ELECTRICAL CONDUITS AND WIRING TO PROVIDE POWER FROM ELECTRICAL BRANCH PANEL TO THE IRRIGATION CONTROL EQUIPMENT UNIT. IRRIGATION CONTRACTOR WILL BE RESPONSIBLE TO COORDINATE WITH AN ELECTRICIAN AS NEEDED. 18.AT EACH IRRIGATION CONTROLLER, INSTALL A "SECONDARY SURGE ARRESTER" TO THE INCOMING (120-VOLT) POWER SUPPLY (INTERMATIC #AG2401 OR EQUAL). 19.PROVIDE AND INSTALL CONDUIT SWEEPS AND STRAIGHT SECTIONS FROM IRRIGATION TRENCHES TO THE CONTROLLER. ROUTE CONTROL WIRE THROUGH CONDUITS INTO CONTROLLER CABINET. NEATLY CONNECT WIRES TO TERMINAL STRIPS PROVIDED IN THE CONTROLLER CABINET. 20.THE WIRELESS RAIN SHUTOFF DEVICE SHALL BE INSTALLED TO MEET LOCAL CODES AND/OR MINIMUM MANUFACTURER'S RECOMMENDATIONS. OBSTRUCTIONS, VANDALISM, AND EASE OF SERVICE SHALL BE CONSIDERED IN LOCATING THE DEVICE. DO NOT LOCATE IN AN AREA SHELTERED FROM RAIN. 21.ALL WIRE SPLICES OR CONNECTIONS SHALL BE MADE WITH APPROVED WATERPROOF WIRE CONNECTIONS AND BE IN A VALVE OR SPLICE BOX. 22.PROTECT IRRIGATION CONTROL EQUIPMENT UNIT FROM DAMAGE AFTER INSTALLATION AND UNTIL FINAL ACCEPTANCE. THE UNIT SHALL BE IN BRAND NEW CONDITION WHEN FULL OPERATION OF THE SYSTEM IS TURNED OVER TO THE OWNER AFTER FINAL ACCEPTANCE. THE CONTRACTOR SHALL, AT THEIR OWN EXPENSE, REPLACE ALL OR PART OF THE UNIT THAT IS DAMAGED AND UNACCEPTABLE TO THE OWNER. 23.WHEREVER PRACTICAL, INSTALL VALVES IN MULCHED BEDS AND/OR OUT OF HIGH TRAFFIC AREAS. IF INSTALLED IN LAWN, INSTALL 36" AWAY FROM BED EDGE. ONE VALVE PER VALVE BOX UNLESS OTHERWISE NOTED. ALL VALVES, FLUSH VALVES AND WIRE SPLICES SHALL BE INSTALLED IN RAIN BIRD WIDE FLANGED, STRUCTURAL FOAM "PLASTIC" VALVES BOXES WITH LIDS (OR APPROVED EQUAL) AS FOLLOWS: REMOTE CONTROL VALVES #VB-STD, 12" STD. RECT. BOX ISOLATION GATE VALVES #VB-10RND, 10" ROUND BOX WIRE SPLICES #VB-10RND, 10" ROUND BOX DRIP ZONE VALVE / FILTER ASSY #VB-SPR, SUPER JUMBO RECT. BOX 24.LOCATE VALVE MANIFOLDS IN CLOSE PROXIMITY FOR EASE OF MAINTENANCE, BUT NOT CLOSER THAN 4'-0" BETWEEN VALVE BOXES. 25.INSTALL DRIP TUBING AT GRADE AND COVER WITH MULCH. TYPICAL SPACING FOR DRIP TUBING IS 18" TO 24" ON CENTER. SPACING TO BE DETERMINED BY SOIL TYPE. ANCHOR TUBING EVERY 7' WITH 8" LONG WIRE TUBING STAKES. INSTALL FLUSH VALVE ASSEMBLIES AT ALL TUBING "DEAD ENDS". 28.SET AND UTILIZE CONTROLLER TO WATER NEW PLANTINGS FOR THE DURATION OF THE PROJECT UNTIL FINAL ACCEPTANCE. 29.IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE RUN TIMES SO THAT TURF AND PLANTS ARE NOT OVER-WATERED AND SHALL BE RESPONSIBLE FOR KEEPING THE SITE FREE OF STANDING WATER. 30.IRRIGATION CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 31.THE INSTALLING CONTRACTOR MUST HOLD A CURRENT, VALID MINNESOTA IRRIGATION CONTRACTOR'S LICENSE. 32.THE DESIGN IS BASED ON SITE INFORMATION AND /OR DRAWING SUPPLIED WITH THE DESIGN CRITERIA BEING SET (AREA TO BE IRRIGATED, EQUIPMENT MANUFACTURER AND MODEL TO BE USED, WATER SOURCE INFORMATION. ELECTRICAL POWER AVAILABILITY, ETC...) CESO BEARS NO RESPONSIBILITY OR LIABILITY FOR ANY ERRORS IN DESIGN OR INSTALLATION THAT ARISE DUE TO INACCURACIES IN THE ABOVE REFERENCED INFORMATION SUPPLIED TO CESO IN RELATION TO THIS PROJECT, UNLESS OTHERWISE NOTED. TYPICAL "AS BUILT" 18 " M I N . AS P E R LO C A L CO D E ADAPTOR FEMALE NIPPLE PVC TOE GALVANIZED FINISH GRADE ELL GALVANIZED (AS NEEDED) PRESSURE REGULATOR WILKINS #500C FLOW WILKINS #950XL BACKFLOW PREVENTOR DIELECTRIC UNION, SEE LEGEND. GALVANIZED MAIN, TYP.TYP. PVC MAINLINE METER IRRIGATION SYSTEM 4" PVC SLEEVE, TYP. NOTE: COORDINATE SLEEVE LOCATION IN SHED WITH PLUMBER AND GENERAL CONTRACTOR. PRESSURE REGULATED BACKFLOW PREVENTER N.T.S. N.T.S.N.T.S. N.T.S. N.T.S. GENERAL NOTES: IRRIGATION PLAN PVC SWEEP ELL (1 1/2" OR LARGER) 6 AWG SOLID BARE COPPER WIRES GROUND PLATE EARTH CONTACT MATERIAL ELECTRODE SPHERE OF INFLUENCE BOUNDARIES * 8'COPPER GROUND PLATE (4" X 96" X .0625") * DO NOT INSTALL ANY OTHER WIRES OR CABLE WITHIN THE SPHERE OF INFLUENCE CONTROLLER CONCRETE PAD #6 AWG SOLID BARE COPPER WIRE 8' #6 AWG SOLID BARE COPPER WIRE C 30" MIN. 12" CONTROLLER CONCRETE PAD MIM. 8' FROM CONT. 10' 8' 3' MINIMUM ACCEPTABLE RESISTANCE TO GROUND IS 25 OHMS. USE ADDITIONAL GROUND PLATES OR GROUND RODS AS NEEDED. CONTROLLER GROUNDING for the latest rev. go to http://www.asic.org/design_guides.htm FINISH GRADE. VALVE BOX. ALL WIRE CONNECTIONS SPLICED WITH DIRECT BURY SPLICE KIT (3M DBY/DBR-6) CONNECTORS. (SPLICE ALL WIRE PAIRS) DIRECT BURIAL WIRE WIRE SPLICE FINISH GRADE. 10" ROUND VALVE BOX. MANUAL LINE FLUSH VALVE DRIP TUBE OR LATERAL PIPE MANUAL LINE FLUSHING VALVE 3/4" GRAVEL SUMP (10" TO 12" DIAMETER) BRICK SUPPORTS (3) 19 151314 16 2025-05-09 Page 49 of 63 R / W R / W R / W R / W R / W R / W 13 Drainage and Utility Easement BK. 66, PG. 30 55' 10' 10' 13 Drainage and Utility Easement BK. 66, PG. 30 5' 5' 13 Drainage and Utility Easement BK. 66, PG. 30 13 Drainage and Utility Easement BK. 66, PG. 30 13 Drainage and Utility Easement BK. 66, PG. 30 N 5 8 ° 0 1 ' 1 1 " E 3 8 . 3 4 ' ( R ) 1 4 9 T H S T R E E T W E S T P u b l i c R i g h t o f W a y V a r i e s - A s p h a l t P a v e m e n t N 5 8 ° 0 1 ' 1 1 " E 1 9 1 . 1 4 ' ( R ) S 00°25'44" W 405.90' (R) S 7 5 ° 2 7 ' 2 4 " W 1 6 4 . 6 2 ' ( R ) N 00°27'39" W 255.38' (R) N 35°0 3 ' 0 2 " W 7 3 . 3 9 ' ( R ) N 5 5 ° 3 1 ' 2 0 " E 5 3 . 9 3 ' ( R ) BM #1 BM #2 U G T UG T ROSEWOOD CENTER SECOND EDITION (BK. 66, PG. 30) BENCHMARK #1 SET PK NAIL ELEV: 954.96' (NAVD88) BENCHMARK #2 1/2" IRON PIPE ELEV: 955.68' (NAVD88) 5' S A N S A N S A N S A N S A N S A N S A N SAN R / W R / W 3 0 ' F R O N T Y A R D S E T B A C K 1 0 ' R E A R Y A R D S E T B A C K 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK DO N O T E N T E R WM WASH BAY 101 A:3,204 SQ. FT. EQMT. RM. 103 A:1,163 SQ. FT. CONTROL 102 A:181 SQ. FT. R.R. 103 A: 50 SQ. FT. C: \ U s e r s \ m a r v i n . m a l d o n a d o \ D C \ A C C D o c s \ C E S O \ S o n n y s R o s e m o u n t M N \ P r o j e c t F i l e s \ _ C E S O \ 0 3 - C I V I L \ P L A N \ E X H I B I T \ S o n n y s _ R o s e m o u n t M N - A U T O T U R N E X H I B I T . d w g - 05 / 0 5 / 2 5 - Ma r v i n M a l d o n a d o Project Number: Scale: Drawn By: Checked By: Date: Issue: Drawing Title: Revisions / Submissions ID Description Date 3601 Rigby Rd., Suite 300 Miamisburg, OH 45342 Phone: 937.435.8584 Fax: 888.208.4826 THE I N F O R M A T I O N O N T H I S DO C U M E N T I S P R E L I M I N A R Y O R INC O M P L E T E , N O T F O R CO N S T R U C T I O N , R E C O R D I N G PU R P O S E S , O R I M P L E M E N T A T I O N . SW C O R N E R O F 1 4 9 T H & B I S C A Y N E A V E . RO S E M O U N T , M N 5 5 0 6 8 SO N N Y ' S C A R W A S H SO N N Y ' S EX-1 AUTOTURN EXHIBIT NOT FOR CONSTRUCTION 05/09/2025 CG MRM AS SHOWN 766009 SITE LEGEND EXISTING REFER TO XXX FOR EXISTING FEATURES LEGEND PROPOSED RIGHT-OF-WAY PROPERTY LINE BUILDING CONCRETE CURB PAVEMENT/WALK SIGN R/W GRAPHIC SCALE (IN FEET) 1 in. = 20 ft. 020 20 40 FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: MINNESOTA UTILITIES PROTECTION SERVICE AT 811 OR 800-252-1166 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF STATE UTILITIES PROTECTION SERVICE Page 50 of 63 2024-11_Bar Down Express C.pln modernwash COPYRIGHT 2024 BAR DOWN EXPRESS BISCAYNE AVE & COUNTRY ROAD 42 ROSEMOUNT, MN 5220 SCOTTSVILLE RD.BOWLING GREEN, KY 42104 800.511.7208 info@modernwash.net 5/5/25 1 Page 51 of 63 2024-11_Bar Down Express C.pln modernwash COPYRIGHT 2024 BAR DOWN EXPRESS5/5/25 ROSEMOUNT, MN 2 Page 52 of 63 2024-11_Bar Down Express C.pln modernwash COPYRIGHT 2024 BAR DOWN EXPRESS5/5/25 ROSEMOUNT, MN 3 Page 53 of 63 2024-11_Bar Down Express C.pln modernwash COPYRIGHT 2024 BAR DOWN EXPRESS5/5/25 ROSEMOUNT, MN 4 Page 54 of 63 2024-11_Bar Down Express C.pln modernwash COPYRIGHT 2024 BAR DOWN EXPRESS5/5/25 ROSEMOUNT, MN 5 Page 55 of 63 2024-11_Bar Down Express C.pln modernwash COPYRIGHT 2024 BAR DOWN EXPRESS5/5/25 ROSEMOUNT, MN 6 12' CLEAR 19'-8" 5'-10" 11'-10" 12' CLEAR 107'23' 130' 12' 10'-11" 10' 2'-10" 6'-4" 38' EQMT. RM. 103 A:1,163 sq ft WASH BAY 101 A:3,204 sq ft CONTROL 102 A:181 sq ft R.R. 103 A:50 sq ft SCALE: 1" = 10'1 FIRST FLOOR PLAN Page 56 of 63 2024-11_Bar Down Express C.pln modernwash COPYRIGHT 2024 BAR DOWN EXPRESS5/5/25 ROSEMOUNT, MN 7 100' 112' 116'-9 1/4" 100' 112' 116'-9 1/4" FIBER CEMENT PANELS - WHITE STEEL FRAME - RED FIBER CEMENT PANELS - WHITE FIBER CEMENT PANELS - BLUE FIBER CEMENT PANELS - BLUE CULTURED STONE - GREY CULTURED STONE - GREY 100' 110' 113'-4" 100' 113'-4" 120'-4"MEGA-RIB METAL ROOF - SILVER METALLIC FIBER CEMENT PANELS - WHITE CULTURED STONE - GREY FIBER CEMENT PANELS - WHITESTEEL FRAME - RED SCALE: 3/32" = 1'-0"1 PLAN SOUTH ELEVATION SCALE: 3/32" = 1'-0"2 PLAN NORTH ELEVATION MATERIAL PERCENTAGES: FIBER CEMENT PANELS: 717 S.F. = 43% CULTURED STONE: 936 S.F. = 57% MATERIAL PERCENTAGES: FIBER CEMENT PANELS: 806 S.F. = 47% CULTURED STONE: 899 S.F. = 53% OVERALL PERCENTAGES: FIBER CEMENT PANELS: 1,964 S.F. = 46% CULTURED STONE: 2,322 S.F. = 54% Page 57 of 63 2024-11_Bar Down Express C.pln modernwash COPYRIGHT 2024 BAR DOWN EXPRESS5/5/25 ROSEMOUNT, MN 8 120'-4" 100' 110' 112' 116'-8" 100' 107'-2" 113'-6" FIBER CEMENT PANELS - WHITE CULTURED STONE - GREY STEEL FRAME - RED 100' 110' 116'-8" 120'-4" 100' 113'-6" FIBER CEMENT PANELS - WHITE CULTURED STONE - GREY STEEL FRAME - RED SCALE: 3/32" = 1'-0"1 PLAN WEST ELEVATION SCALE: 3/32" = 1'-0"2 PLAN EAST ELEVATION MATERIAL PERCENTAGES: FIBER CEMENT PANELS: 229 S.F. = 48% CULTURED STONE: 249 S.F. = 52% MATERIAL PERCENTAGES: FIBER CEMENT PANELS: 212 S.F. = 47% CULTURED STONE: 238 S.F. = 53% OVERALL PERCENTAGES: FIBER CEMENT PANELS: 1,964 S.F. = 46% CULTURED STONE: 2,322 S.F. = 54% Page 58 of 63 2024-11_Bar Down Express C.pln modernwash COPYRIGHT 2024 BAR DOWN EXPRESS5/5/25 ROSEMOUNT, MN 9 TYPICAL SPECIFICATIONS : 1. I-5 High Strength Tubular Steel (HSS) structural frame members. Designed to the most recent IBC or current local building codes with standard design loads of the greater value of 30lbs. per S.F. live load and 100 mph sustained wind load or site specific conditions and applicable zone regarding seismic loads. Connecting bolts shall be A-307 or A-325 specifications, hidden at al connections. all frame members shall be structural steel tube sized according to structural engineering calculations minimum .120 wall thickness. 2. All frame members designed according to the American Institute of Steel Construction (AISC) for cold formed structural members.All fabrication welds shall be in accordance with the guidelines of the American Welding Society (AWS). Field welding is not required. 3. Structural Calculations and Stamped Engineering is provided to meet federal, local codes and site conditions determined by zones. FRAME FINISH : 1. All tubular structural steel members shall be prepared with our i-5 Finish System which is a TGIC Poly Powder Coating with a zinc enriched applied primer in multiple layers. ROOFING : 1. Pre-finished Mega-Rib roof panel. 2. Topgal 21mm polycarbonate standing seam roof system. Other roof systems available. See Manufacturer for specific materials specs. GLAZING : 1. All Standard Glass Systems shall be Storefront Type Systems with 1/4” uninsulated or 1” insulated (inColdWeatherPackage) SafetyGlass: secured within 41/2” Anodized Aluminum Framework with urethane seals. KNEE WALL PANELS : 1. Knee wall glazing panels shall be 3mm Aluminum Composite Material (ACM) in coordinating colors. 2. screw on stacked cultured stone. PVC TUNNEL DIVISOR WALLS : 1. Shall consist of galvanized steel 18 Gauge studs forming a wall frame with solid sheeting applied to the Tunnel side, covered with a water resistant wrap (similar to Dupont Tyvek) with a 1/2” Tongue and Groove PVC Panels applied with matching trims. MAN DOORS : 1. Equipment Room: steel slab painted man doors @ entrance / exterior. 2. PVC wrapped Fiberglass Man door for Equipment Room to Tunnel access. 3. Aluminum Man Doors with glass at all exterior office area locations. - FUEL STATION - Car Wash MONOSLOPE ROOF DESIGN Features: Decorative Fascia System Fiber Cement Panel + Stone Cladding Metal Roof Panels Page 59 of 63 G:\2025\Planning Cases\25-23-SP Sonny's Carwash Site Plan Review\028948-000 Sonnys Carwash - Plan Review Memo 2025.05.21.docx 70 1 X E N I A A V E N U E S | SU I T E 3 0 0 | MI N N E A P O L I S , M N | 55 4 1 6 | 76 3 . 5 4 1 . 4 8 0 0 | WS B E N G . C O M Memorandum To: Brian Erickson, City Engineer Nick Egger, Director of Public Works Anthony Nemcek, Senior Planner Jane Byron, Storm Water Specialist From: Amanda Sachi, PE Laura Pietila, PE Kris Keller, PE Date: May 21, 2025 Re: Sonny’s Carwash - Site Review WSB Project No. 028948-000 We reviewed the documents provided by CESO on May 9, 2025. Documents reviewed include: • Site Plan Application Set of Drawings, dated 5/9/25 Additional redline comments are provided on the submitted civil plans. Applicant should provide responses to each comment and redline comment. We offer the following comments below. Civil Comments: 1. General a. Submit for and provide copies to the City of all required permits from regulatory agencies (MCES, Minnesota Pollution Control Agency, Minnesota Department of Health, NPDES, etc.) b. Address redline comments on attached plan sheets 2. Utilities a. Applicant to submit for Minnesota Department of Labor plumbing plan review and provide approved plans to City prior to permit issuance b. Label existing services on the land survey c. The existing Sanitary Sewer Service Stub shown is 8” per as-built (57' - 8" PVC SDR 35 @0.40%) i. If that service is used, match pipe slope to first structure ii. Note, DOLI requires minimum 2% slope for all services less than 8" iii. There is a second 6" sanitary sewer service stub provided near the entrance that could be utilized with less impact (see plan comments and linework) d. Provide an additional hydrant as shown on the plans i. Extend 6" water service from stub to required new hydrant location e. Recommend minimum 18” vertical separation between utilities for compaction f. Recommend insulating when separation between storm sewer and water is less than 36" Page 60 of 63 Sonny’s Carwash Site Review May 21, 2025 Page 2 g. A ‘PROPOSED REDUCED PRESSURE BACKFLOW PREVENTER’ is shown in the parking area near the right of way. i. This is typically found in building mechanical room h. Core drill existing storm sewer structure for connection i. Match existing crowns INV (15") 948.61 1. Note existing Storm CB (1) information per as-built RIM 953.10 INV (24") 947.86 NW INV (15") 949.29 SW 3. Streets, Signage and Street Lighting a. Minimum 20’ radius for entrance b. Coordinate entrance connection with Today's Life Child Care project as part of the Rosewood Center Second Addition (see attached plan sheet) 4. Landscape a. No comments. Grading, Drainage, and Erosion Control Comments: 1. General a. Submit all permits once obtained. 2. Grading Plan a. Add a callout for the regional basin name, NWL, HWL, and snowmelt event HWL that the site discharges to. b. Provide EOF locations, elevations, and routes for all low points on the site c. Consider separating the storm sewer plan from the grading plan to avoid an overly busy page. d. Extend the existing contours beyond the plat boundaries by 200’ or more to completely show the limits of drainage. e. Label the pavement slopes. 3. Erosion Control a. Show inlet protection on the CBs on 149th Street downstream of the site. Stormwater Management Plan: 1. General a. Submit a stormwater report to document how stormwater management is achieved. b. Submit soil borings. 2. General Storm Sewer Design a. All storm sewer facilities shall be designed to accommodate a 10-year rainfall event. Provide rational calculations and a drainage area map. b. Add the casting types to the plans. c. The minimum lateral pipe size shall be 15” in diameter. d. Storm sewer structures in unpaved areas shall be marked per the City’s Structure Marker Sign Detail. 3. Freeboard a. Provide at least 1.5 feet of separation from the emergency overflow elevation of the low points to the building low opening. Page 61 of 63 Sonny’s Carwash Site Review May 21, 2025 Page 3 4. Water Quality a. An updated SWMP is needed for the Rosewood Commons/Center Developments to assess the necessary volume needed in the regional stormwater ponds. Since Sonny’s Carwash is proposing to use regional storage, the SWMP updates for the Rosewood Commons/Center Developments need to be approved before this site can be approved. 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. Page 62 of 63 M E M O R A N D U M To: Adam Kienberger, Community Development Director Anthony Nemcek, Senior Planner Julia Hogan, Planner From: Dan Schultz, Parks and Recreation Director Date: May 21, 2025 Subject: Sonny’s Car Wash Site Plan Review The Parks and Recreation Department recently reviewed the plans for the Sonny’s Car Wash project. After reviewing the plans, the Parks and Recreation Department staff has the following comments: Parks Dedication The parks dedication requirement for a commercial development is either a 10% of the total property area as land dedication, a cash dedication in-lieu of land or combination of the two. Staff is recommending that the City collect cash in-lieu of land for the development that is currently being processed. The cash dedication for the 1.43-acre development is $12,870 (1.43 acres x $9,000 per acre). This amount is to be paid when the building permit is issued. Please let me know if you have any questions about this memo. Page 63 of 63