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HomeMy WebLinkAbout03172025 Agenda Packet AGENDA Planning Commission Regular Meeting Monday, March 17, 2025 6:30 PM City Council Chambers, City Hall 1. CALL TO ORDER/PLEDGE OF ALLEGIANCE 2. ADDITIONS TO AGENDA 3. AUDIENCE INPUT 4. CONSENT AGENDA a. Minutes of the February 25, 2025 Regular Meeting Minutes 5. OLD BUSINESS 6. PUBLIC HEARINGS a. Request by Independent School District 196 for a Site Plan and Building Design Review for a proposed expansion and renovation to the existing Rosemount High School. b. Request by Kamal Omar and Appro Development for approval of a Site Plan Review and Conditional Use Permit 7. NEW BUSINESS 8. DISCUSSION 9. ADJOURNMENT Page 1 of 113 ROSEMOUNT PLANNING COMMISSION REGULAR MEETING PROCEEDINGS FEBRUARY 25, 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, February 25, 2025, at 6:30 PM. in Rosemount Council Chambers, 2875 145th Street West. Chairperson Kenninger called the meeting to order with Commissioners Rivera, Reed, Beadner, Ellis, and Whitman. Staff present included the following; Community Development (CD) Director Adam Kienberger, Senior Planner Anthony Nemcek, Planner Julia Hogan, Parks and Recreation Director Dan Schultz, and CD Technician Liz Kohler. The pledge of allegiance was said. ADDITIONS TO AGENDA Staff identified one change to move the request by Danner Inc for the renewal of their small- scale mineral extraction permit to the Public Hearing section. Chairperson Kenninger stated that it would be moved to the public hearing section and identified as item A and the request by Riveter Real Estate LLC would become item B. AUDIENCE INPUT None. CONSENT AGENDA Chairperson Kenninger noted a correction on page 4 of the minutes from the January 28 meeting and asked Kohler if the correction had been made. Kohler confirmed that it had been. Motion by Kenninger Second by Ellis Motion to approve the consent agenda with the modification to page 4 Ayes: 6. Nays: None. Motion Carried. a. Minutes of the January 28, 2025 Regular Meeting Minutes OLD BUSINESS a. Request by Magellan Land Development for approval of rezoning land from A-2 - Agricultural to R-2 - Low to Medium Density Residential, and a Preliminary Plat to develop 58 townhome units. Planner Hogan presented the request by Magellan Land Development for the approval of a rezoning Page 2 of 113 from A-2 Agricultural to R-2 Low to Medium Density Residential and a Preliminary Plat to develop 58 townhome units. She showed land use maps and explained that the site is designated for low-density residential space and the project meets the requirements for an R-2 zoning. She showed the site plan, architectural renderings, the landscape plan, and explained access to the development. Hogan stated that land has been benched for a future trail to be placed. Hogan stated that the public hearing for this item was on January 28 and spurred some discussion, leading to the item being continued. Staff recommended approval. Commissioner Reed asked for further clarification on the trail. Nemcek responded that it must be graded for a trail but not necessarily placed at this time. Commissioner Ellis asked if the Parks and Recreation Director could speak to some of the issues that had been brought up about the property. Parks and Recreation Director Schultz explained that the property was donated in 2007. Schultz stated that he had no recollection of talking to the homeowner to the north of the park about a fence prior to the fall of 2024. He said that there is a possibility of revisiting the idea of building a fence if there are footpaths being created through someone's property because of the park or other issues arising. He also discussed plans for the future trail along the east side of Akron Avenue. Schultz stated that there are lines marking off eight feet that could provide a space for residents to walk along if crossing Akron Avenue is an issue. He also said that if the project moves forward, they can work with the county to implement a better crosswalk. Commissioner Whitman asked if Schultz was saying that there wasn't enough evidence currently to warrant a fence being put in by the city. Schultz responded that he would say there is not enough evidence currently. Schultz stated that signage and additional landscaping could be placed on the edge of the park to deter people from entering the property to the north. He also stated that a trail could be developed on the property to the north if the property owners ever do sell. He also said that if the area is developed further, it's likely that it will get more attention from the county. Commissioner Beadner asked if Flint Hills agreed to the creation of another trail on their property if the city would work on that. Schultz replied that the city would be interested in working with them and the county on that if it was something they wanted to pursue. Jason Palmby 7129 Heatherton Trail Palmby stated that there is a gas line that runs across that area of the Flint Hills property and is deterring Flint Hills from establishing a trail. Chairperson Kenninger opened the floor for public comment. She stated that a few letters were received by the commission. Greg Bergacker 13080 Akron Avenue Bergacker stated that Schultz had told them that the city would be putting a fence in. Chairperson Kenninger closed the public comment period. Page 3 of 113 Commissioner Reed asked if there was anything that could be added to the rules of the homeowner’s association. Emily Becker 5354 Parkdale Drive, St Louis Park Becker from MI Homes stated that there could be something put into the homeowner’s association regulations or additional signage. Chairperson Kennigner asked if the students would be bussed from this area. Hogan confirmed that they would be. Chairperson Kenninger asked about the infrastructure of the site. Hogan confirmed that the infrastructure is present and can handle the new development. Chairperson Kenninger asked if the road was built to accommodate the project. Hogan responded that it was built to accommodate further development and that the county plat commission did not have any comments aside from a right-hand turn lane into the site. Commissioner Whitman asked if any conditions could be added to the approval in an official way, so it was more than a verbal agreement that signage or language in the HOA regulations was added. Staff confirmed that it could be added into a motion. Motion by Reed Second by Ellis Motion to recommend the City Council approve a Zoning Map amendment to rezone the site from A-2 – Agricultural to R2 – Low to Medium Density Residential. Ayes: 6. Nays: None. Motion Carried. Motion by Kenninger Second by Reed Motion to recommend the City Council approve the Preliminary Plat for Akron Ridge, subject to: a. Execution of a Subdivision Agreement. b. Conformance with all requirements of the City Engineer as detailed in the attached memorandum dated January 10, 2025. c. Conformance with all requirements stated within the Dakota County Plat Commission Memorandum. d. Payment of $74,580 as a Landscape Surety. e. Compliance with the conditions and standards within the Parks and Recreation Director’s memorandum dated January 21, 2025. f. Payment of all applicable fees including GIS, Park Dedication and other fees identified in the current fee schedule. g. Incorporation of any easements necessary to accommodate drainage, ponding, streets and utilities. h. Payment of trunk area charges in the amount of: 1. Sanitary Sewer Trunk Charge: $1,075/acre 2. Watermain Trunk Charge: $6,500/acre 3. Storm Sewer Trunk Charge: $6,865/acre i. The declarations of the townhome residents include directions that they should not Page 4 of 113 trespass on the property to the south and stating where the property lines are. Ayes: 6. Nays: None. Motion Carried. PUBLIC HEARINGS a. Request by Danner, Inc. for renewal of its Small Scale Mineral Extraction Permit for 2025 Planner Hogan presented on a request for the renewal of a Small Scale Mineral Extraction permit for Danner Inc for 2025. She showed the site location, aerial photos, and the site plan. She also presented on the stockpiling testing results and additional site photos. Staff recommended approval. Chairperson Kenninger opened the public hearing. Motion by Kenninger Second by Beadner Motion to close the public hearing Ayes: 6. Nays: None. Motion Carried. Motion by Rivera Second by Beadner Motion to recommend the City Council approve the Danner, Inc. Small Scale Mineral Extraction Permit for 2025, subject to the terms and conditions in the attached 2025 Draft Conditions for Mineral Extraction. Ayes: 6. Nays: None. Motion Carried. b. Request by Riveter Real Estate LLC for a major amendment to the Omni Orchards Farm Winery PUD Agreement and a final site and building plan. Planner Nemcek presented on a request by Riveter Real Estate LLC for a major amendment to the Omni Orchards farm winery PUD agreement and final site and building plan. Nemcek showed the site location and explained that the current use is residential, but the existing home and pole barn will be removed for this project. He showed a site plan and stated that the area that has been used for overflow parking will be paved and create a connection to the new parking lot that serves the new building. Nemcek presented the received floor plan. He also discussed the capacity for parking and explained that in the current parking lot there is an excess of 26 stalls which will meet the holistic site parking requirements. He showed the external elevations. Nemcek also presented the landscape plan and stated that it is a unique plan because of the orchard component of the site. The only issue that would need to be addressed by the applicant is the requirement of 1 tree per 10 stalls and this has been added as a condition of approval. No new public infrastructure is necessary for the site as sewer and water are already located on Biscayne Avenue. The final stormwater pond design is being completed and is a condition of approval. Staff recommended approval. Chairperson Kenninger asked about parking requirements based on seating in the event space and if the count included the tasting room or not. Nemcek responded that because of the extra parking in the current parking lot the total number of spaces will meet the code requirement for both the event space Page 5 of 113 and the tasting room. She also asked if the parking will be paved. Nemcek confirmed that it will be. He also stated that there is additional overflow parking to the south that is not going to be paved because it is designated for a future road. Commissioner Ellis asked if the previously identified parking included the overflow parking to the south. Nemcek confirmed that it did not. Chairperson Kenninger opened the public hearing. Zack Ward 15701 Biscayne The owners came up to the podium and stated that they are using the event space as a general event space and the tasting room will be used more typically as a winery. Chairperson Kennigner asked if they would be used at the same time. Ward responded that there would be very little overlap. Chairperson Kennigner also asked about an opening date. Ward responded that October first would be the desired opening date. Motion by Kenninger Second by Reed Motion to close public hearing Ayes: 6. Nays: None. Motion Carried. Commissioner Beadner asked about the intersection of County Road 42 and Biscayne Avenue. Nemcek responded that the county will be realigning the intersection to make it a perpendicular intersection and improve sight lines. The signals will be in prior to or concurrent with the opening of the new middle school. Motion by Kenninger Second by Reed Motion to recommend the City Council approve a Major Amendment to the Omni Farm Winery planned unit development agreement expanding the PUD area to include the property located at 15675 Biscayne Avenue. Ayes: 6. Nays: None. Motion Carried. Motion by Kenninger Second by Beadner Motion to approve a final site and building plan for an event space at the Omni farm winery located at 15675 Biscayne Avenue, subject to the following conditions: 1. Submittal of a landscape surety equal to 110% of the value of trees planted on the property. 2. The landscape plan shall be updated to relocate 13 trees to the landscaped areas of the parking lot. 3. Compliance with the requirements of the City Engineer dated February 14th, 2025. Ayes: 6. Nays: None. Motion Carried. NEW BUSINESS Page 6 of 113 None. DISCUSSION Chairperson Kenninger noted that the next Planning Commission meeting will take place on March 17th. Instead of the usual Tuesday meeting, it will be held on Monday, but will go back to Tuesdays for April and May. Commissioner Ellis stated that he will likely be unable to attend the March 17th meeting. ADJOURNMENT There being no further business to come before the Planning Commission at the regular commission meeting, the meeting was adjourned at 7:31 p.m. Respectfully submitted, Liz Kohler Community Development Technician Page 7 of 113 EXECUTIVE SUMMARY Planning Commission Regular Meeting: March 17, 2025 Tenative City Council Meeting: Site Plan Reviews are solely the purview of the Planning Commission, and, unless denied and appealed, are not reviewed by the City Council. AGENDA ITEM: Request by Independent School District 196 for a Site Plan and Building Design Review for a proposed expansion and renovation to the existing Rosemount High School. AGENDA SECTION: PUBLIC HEARINGS PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.a. ATTACHMENTS: Site Location, Applicant's Narrative, Survey, Phasing Plan, Site Plan, Geometric Plan, Erosion Control Plan, Grading and Drainage Plan, Utility Plan, Landscape Plan, Civil Details, Tree Preservation Data, Parking Lot Photometric Plan, Architectural Plans, Exterior Elevations, Exterior Renderings, Parking and Traffic Memorandum APPROVED BY: AK RECOMMENDED ACTION: Motion to approve the site plan and building design to allow Independent School District 196 to renovate and expand the existing Rosemount High School, subject to the following conditions: 1. Conformance with all conditions outlined in the City’s engineering and stormwater management standards prior to the issuance of a building permit. 2. The applicant must make payment of any required sewer connection charges due to the building additions and expansions as determined by the Metropolitan Council prior to the issuance of a building permit. 3. Submission of a landscape security equal to one hundred and ten percent (110%) of the total cost of plantings. 4. Any signage shall require a separate sign permit and meet the requirements of signs in the PI zoning district. 5. Exterior lighting poles shall not exceed 30 feet in height. BACKGROUND SUMMARY Applicant: Independent School District 196 (Rosemount, Apple Valley, Eagan Public Schools) Location: 3335 142nd Street West Area in Acres: Approx 70.5 Acres Page 8 of 113 Comp. Guide Plan Designation: PI – Public/Institutional Current Zoning: PI – Public and Institutional District The Planning Commission is being asked to conduct a site plan and building design review to allow Independent School District 196 (Rosemount, Apple Valley, Eagan Public Schools) to renovate and expand the existing Rosemount High School. The proposed project will include adding a new activity center which incorporates a four-court fieldhouse, two-station auxiliary gymnasium, new strength and performance space, multipurpose community rooms, offices and other support spaces. It will also include an expansion of the existing building that includes a three-story classroom addition for 300 student additional capacity and expanded circulation spaces. A new parking lot area is also planned to accommodate the capacity expansion in front of the proposed activity center. Renovations to the existing building will also be done with this project which includes improving foodservice experience for students, along with enhancing accessibility to the library and replacement of building systems and components. Staff is recommending approval of the request subject to the conditions listed in the recommended action above. BACKGROUND The City of Rosemount currently has one large school campus area that includes the Rosemount High School, Rosemount Middle School and Rosemount Elementary School, all of which have been located on the present site west of Robert Trail South since the mid 1960s. Portions of the middle school and elementary schools were on or near their present locations prior to construction of the high school. Over time, each of the buildings on the campus has been modified and expanded to accommodate the needs of a growing district and to add space for a growing student population. Independent School District 196 is now the 4th largest district in Minnesota with the current Rosemount schools serving over 4,500 students. In 2015, Independent School District 196 (ISD 196) proposed a $180 million dollar bond referendum that was ultimately approved by district voters. Based on district analysis at the time, the Rosemount campus was one of the sites in need of improvements in the areas of 1) safety, security, and ease of access at the building entrances, 2) bus and parental drop-off areas, and 3) pedestrian safety in and around parking and loading areas. In 2017, ISD 196 submitted a site plan and building design review and conditional use permit to construct several buildings, and parking and access improvements to the Rosemount campus. These requests were reviewed and approved by the city in October 2017. In recognition of the need for safety and security and space for growth around the school district, ISD 196 proposed a combined $493 million dollar bond referendum in 2023. The first portion of the referendum was for $374 million dollars, which would include safety and security improvements at all district schools, a new elementary school, a new Rosemount middle school, and repurposing of existing schools. Additions were also proposed for various other schools within the district, along with Rosemount High School. The second portion of the referendum was for $119 million dollars, which was to include improvements and an activity center at each of the district's four high schools. The referendum ultimately was approved, and was the state’s largest successful public school funding request in Minnesota history. ISD 196 has already moved forward with both the new elementary and middle school in Rosemount. The City Council approved the rezoning, minor subdivision, and conditional use permit for the new Page 9 of 113 elementary school on a 34.51-acre site west of Akron Avenue and south of Bonaire Path at their March 19, 2024, regular meeting, and the school is planned to be completed in time for the fall 2025 school year. The City Council approved the rezoning, conditional use permit, and preliminary and final plats for the new middle school at their September 17, 2024, regular meeting. The approved new middle school will be located on 75.6 acres of land south of 150th Street West and east of Biscayne Avenue, and plans to open for the fall 2027 school year. ISSUE ANALYSIS Site Plan and Design 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 multi-family development projects. In this case, the applicant is proposing to construct a series of improvements and additions to the existing Rosemount High School. Staff has determined that these improvements and expansions meet the requirements for site plan review. 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 11-9-1 (Site and Building Plan Review). One of the unique aspects concerning the school district's requests is that the site pre-dates many of the City’s current zoning regulations, including stormwater management, parking, and landscaping requirements. In addition, the proposed improvements do not substantially increase the amount of impervious coverage onsite or decrease the available parking. In circumstances such as these, staff generally advises applicants to bring the site into conformance with current zoning requirements as much as practical, even though they may otherwise be allowed to continue an existing legal non- conformity. For any new construction or additions beyond current conditions, the applicant will need to comply with all applicable code requirements. Land Use & Zoning The subject property is guided for PI – Public/Institutional in accordance with the 2040 Future Land Use Plan. The current zoning of the property follows this designation and is consistent with the expected zoning for secondary schools. The continued use and improvement of the High School is consistent with the Comprehensive Plan and allowed under the City’s zoning for the property. Lot and Building Standards. The Rosemount High School site covers over 70 acres, with a significant amount of open space dedicated for ball fields, play areas and the wooded hillside adjacent to Carroll’s Woods Park. The proposed additions and expansions include: a new activity center that extends east off of the existing building and will have access to the school from a skyway, a three-story classroom addition that extends southwest off of the library, expanded circulation space around the existing courtyards in the school, improvements to the student center and kitchen area, and improvements to accessibility in the library. These projects are subject to the minimum lot requirements, setbacks and site and building standards of the PI - Public and Intuitional zoning district. None of the proposed building expansions/improvements are located within any required setback areas for the PI zoning district, so staff is not providing a detailed breakdown of the proposed additions/expansions as they meet the Page 10 of 113 requirement. Exterior Building Materials The PI – Public Institutional building materials standards require the building to be at least 50% brick or natural stone. The remaining 50% of the wall surface may be specialty integral colored concrete block, tile, architectural textured concrete cast in place or better. Up to 10% of the building can be used for materials not listed above as accents. Buildings are required to have “360 degree” architecture so that all sides of the building meet architectural standards. The building elevation plans that were submitted by the applicant show materials that are complementary to the existing high school building. The proposed activity center is shown to be a mixture of architectural precast concrete, brick and metal panels. The skyway that will connect the existing school with the new activity center will be a combination of glass and metal panels. The new classroom additions will consist mostly of brick and will be cohesive with the northern exterior of the existing building. The colors and patterns that are proposed for the additions/expansions are influenced and replicated from the existing building design. Much of the design is drawn from the additions that were made in 2017/2018. While metal paneling and siding are not normally permitted in the PI – Public Institutional zoning district, the metal panel/siding façade is of a quality considered “equal to or better” in the permitted materials within the code. The applicant has provided 3D renderings of the proposed additions/expansions and are included in the attachments. Access & Parking The main access to the Rosemount High School site comes from 142nd Street West, which extends west off of South Robert Trail. There is secondary access to the site that comes from Chili Avenue, which extends south from the site to the adjacent residential neighborhood and connects with 145th Street West. The bus pickup/drop-off area is located on the southwest side of the school and has direct access to Chili Avenue. The parent pickup/drop off area is shown on the east side of the front entrance and accesses the site from 142nd Street West from South Robert Trail. The main parking lot areas on site are located south of the bus and parent pickup/drop-off areas. Access to these areas comes from both Chili Avenue and 142nd Street West. Some of the changes that were made back in 2017 to the Rosemount School Campus included relocation of the bus drop-off areas and general loading and unloading areas around the high school. These changes were expected to alter some of the traffic patterns around the campus and, specifically, the streets being used by buses to drop off and pick up students. Because of these changes, the city required the school district to complete a traffic study to identify and examine the existing and future traffic conditions at intersections in the area. The study found that the site improvements at the time would not change the overall levels of traffic coming to and from the school site. The changes would alter types of traffic at intersections in the area since the primary intent of the improvements was to separate bus, parent/student drivers, and pedestrian traffic from each other. Some of the major alterations to the site included having the high school buses being directed to the Chili Avenue entrance, since that street provided the most direct connection to the bus loading and unloading areas in front of the school. This was to help with reducing the bus traffic at the South Robert Trail entrance to the school. Another major alteration made with the direct connection between Chili Avenue and South Robert Trail through the high school Page 11 of 113 site was eliminated. This was to help to eliminate some of the previous cut-through traffic between the two streets. The traffic study did note that certain intersections in the area were experiencing large loads and delays during the morning and afternoon peak time periods. Traffic levels and delays at these interactions were not projected to substantially change with the improvements made. The highly congested intersections included South Robert Trail and 142nd Street West and Chili Avenue and 145th Street West. The city recommended that the school district continue conversations with both the city and MnDOT about proper management of traffic along South Robert Trail at the school entrance. Starting in the summer of 2025, MnDOT will be constructing a roundabout at the intersection of South Robert Trail and 142nd Street West to improve safety, reduce delays and enhance the overall operations at the entrance of the High School site. In addition to adding the roundabout, additional drainage and realigning of the bike/pedestrian crosswalks to include pedestrian access at the roundabout will be completed. This work is shown to take place over the summer and be completed by the fall. As part of the improvements to the site with this project includes a new curbed, asphalt parking lot that is planned near the new activity center. The lot will include accessible parking stalls along with space for EV charging stations, and will add a total of 60 stalls to the high school site. Access to the new parking lot area will come from an existing driveway off of 142nd Street West. The high school site currently has a total of 948 stalls. There are 814 stalls throughout the school lots and an additional 134 stalls in the Irish Dome lot. The existing parking stall count exceeds the minimum requirement for off- street parking standards in the PI zoning district for secondary schools. Secondary Schools require 1 stall per classroom plus 1 stall per 20 students. Currently, there are 81 classrooms within the school and a total of 2,114 students that attend the high school. This totals out to be 187 stalls that are required on site. The proposed additions/expansions to the high school will require an additional 27 parking stalls be incorporated on site. The proposed new school lot will add another 60 stalls and will bring the total parking count on site to 1,008 stalls. Current Rosemount High School Parking Stall Count Use Required Provided School, Secondary 187 Stalls Required (1 per classroom plus 1 per 20 students) 948 Stalls (All School Lots – 814 stalls) (Irish Dome Lot – 134 stalls) Proposed Rosemount High School Parking Stall Count Addition Use Required Provided School, Secondary 27 Stalls Required (1 per classroom plus 1 per 20 students) 60 Stalls Page 12 of 113 The school district does acknowledge and intends to continue some utilization of off-site public parking for a variety of scenarios. Staff asked the school district if they had plans on adding additional parking to the existing middle school site since the new middle school will be opening in Fall 2027. The school district explained that no decisions have been made on the specific re-use of the old middle school and that the district intends to address facility and planning needs at the time of re-use. Parks and Trails The school campus has a fairly extensive network of sidewalks and trails providing internal connections between the existing three schools, access to the play area and ball field on the site, links to the surrounding neighborhoods, and connections to the Carroll’s Woods trail system. The Rosemount High School project that was approved in 2017 addressed some of the pedestrian safety concerns that were previously identified on site. This project included the reconstruction of the parking lot and parking/drop-off area in front of the school. The improvements created separate bus loading and unloading and parental drop-off/parking areas in front of the high school, with a pedestrian walkway that divides three larger parking areas for general parking. These improvements were made to improve pedestrian safety by eliminating numerous points of conflict between cars, buses and pedestrians. This proposed project will maintain the existing sidewalk and trail system. Landscaping A landscape plan was provided by the applicant which shows the number of existing trees on site, location and type of trees that will be added to the site and replacement tree requirement calculations. Currently, there are 1542 trees located throughout the high school site. 1336 trees are located on the western part of the site, which is a part of Carroll’s woods. There are also 206 trees that are proposed to remain that are not a part of the wooded area on the west side of the site. The minimum tree requirement for the site is 1510 trees, and the existing trees on the site meet this requirement. There was additional landscaping added to the site with the Rosemount School Campus project in 2017. Landscaping was added to the interior and perimeter areas of the high school parking lots. Also added to that project was a pedestrian walkway through the middle of the lot that included trees along either side of the sidewalk. The school district added 46 deciduous trees and 45 coniferous trees (91 total) within the interior portions of the parking area where only 21 trees existed previously. The submitted landscape plan also showed the breakdown of the replacement tree calculations. A total of 26 trees and 389 caliper inches are to be removed from the site to allow for the construction of the additions/expansions. A total of 194.5 caliper inches is required to be replaced on site which the applicant is proposing a total of 134 trees and 328.5 caliper inches to be replaced on site. The applicant also submitted a tree survey of the site to determine the impact of the additions and subsequent site work. The replacement trees are planned to be integrated into the landscaping around the new additions and throughout the site. The additional landscaping will include a variety of trees, shrubs and plantings not only around the perimeter of the new additions, but also integrated around the new stormwater management systems and new parking lot area. Site Lighting Page 13 of 113 New LED lighting is planned around the perimeter of the new parking lot area and along the exterior of the building additions. The pole lights around the parking lot will be 25-feet tall and include integral motion sensor for dimming down to 15% when no movement or occupants are detected. The proposed pole lighting height is in compliance with the zoning code as the maximum height for exterior lighting is 30-feet if they are not within 100-feet of a residential use or district, which these lights will not be. Exterior doors at the new activity center will have an adjacent building-mounted or canopy- mounted light. The parking lot and exterior door lights will remain on all night for safety and security. All lights will be full-cutoff to eliminate light pollution. The applicant has submitted a photometric plan exhibit of the new parking lot area, and the plans demonstrate compliance with the City’s light intensity standards. Engineering Detailed grading, erosion control, utility plans, and stormwater management plans were provided as part of the applicant’s submittal and are in the process of being reviewed by the City’s engineer and the City’s engineering/stormwater consultants. Since the applicant was required to submit revised storm sewer information, an engineering memo was unable to be completed and provided as part of the agenda packet. One comment that was outlined by the engineering department was that there is a sanitary sewer connection proposed for 143rd Street West. This road is part of the City’s 2025 Improvement Project that will be starting in the spring. All work within the 143rd Street West right of way should be completed prior to City construction in the area. Coordination of timing and restoration requirements will need to be done between the applicant and the city. The applicant is required to follow all requirements that are outlined by the City’s engineering and stormwater standards prior to the issuance of a building permit. Staff will continue to work with the applicant to get all engineering/stormwater comments resolved. RECOMMENDATION Staff is recommending approval of the site plan and building design review for Independent School District 196 to allow for the proposed expansion and renovation to the existing Rosemount High School. This recommendation is based on the materials submitted by the applicant, the findings made in this report and the conditions outlined in the Recommended Actions section above. Page 14 of 113 Page 15 of 113 February 25, 2025 Adam Kienberger Community Development Director City of Rosemount Community Development 2875 145th Street West Rosemount, Minnesota 55068 Re: Independent School District #196 Rosemount High School Additions and Renovations – Narrative Commission No. 232218 Dear Adam: In May 2023, Independent School District #196 - Rosemount-Eagan-Apple Valley passed a Bond Referendum to improve and expand Facilities Districtwide. One element of the Referendum was to renovate and expand Rosemount High School, along with improvements to indoor air quality. The project will include expansion of the existing building with a new Activity Center addition that incorporates a four-court fieldhouse, two-station auxiliary gymnasium, a new Strength and Performance space, Multipurpose Community Rooms, toilet facilities, offices, and other support spaces. Expansion of the existing building also includes a three-story classroom addition for 300 student additional capacity and expanded circulation spaces. A new parking lot is also planned to accommodate the capacity expansion. Renovations of the existing building include improving the Foodservice experience for students, along with enhancing accessibility to the Library and replacement of building systems and components throughout. As part of the City Code of Rosemount, the additions incorporate the architectural standards set forth in the Zoning Code, §11-7-2 through the application and articulation of exterior wall materials and colors. The proposed materials are intended to complement the existing building through the use of brick, metal panels, architectural precast, and glass. The colors and patterns are influenced and replicated from the existing building in how they are applied and grouped. Much of it is drawn from the successful additions in 2018. As part of the Zoning Code §11-7-3, a new curbed, asphalt parking lot is planned near the new Activity Center. The lot will include accessible parking stalls along with space for EV charging stations and adds a total of sixty stalls to the overall site. Access to the new lot utilizes an existing driveway from 142nd Street West. Overall, onsite parking counts exceed City Ordinance, but the additional parking reflects recommended addition based upon the District’s experience with parking needs for the School’s operation. Page 16 of 113 Letter to Adam Kienberger Page 2 As part of the Zoning Code §11-7-6, a variety of trees, shrubs, and plantings are proposed around the perimeters of the new additions and throughout the site. Additionally, the additions and subsequent new stormwater management systems and parking lot impact existing athletic fields, and as such, replacement fields and improvements to select fields are planned. As part of the Zoning Code §11-7-7, the District has undergone a tree survey of the site to determine the impact of the additions and subsequent site work. Replacement of removed trees are planned to be integrated into the landscaping around the new additions and throughout the site. Under the Zoning Code, §11-7-8, new LED lighting is planned for around the perimeter of the new parking lot and along the exterior perimeter of the building additions. The pole lights at the parking lot will be approximately 25-feet tall and include an integral motion sensor for dimming down to 15% when no movement / occupants are detected. Exterior doors at the new Activity Center will have an adjacent building-mounted or canopy-mounted light. The parking lot and exterior door lights will remain on all night for safety and security. All lights will be full-cutoff to eliminate light pollution. The footcandles at property lines will not exceed 1fc. Sincerely, Wold Architects and Engineers Sean W. Kelly | AIA Associate cc: Mark Stotts, ISD #196 Stephanie Rudie, ISD #196 R.Scott McQueen, Wold Sal Bagley, Wold Kristen Sachwitz, Wold EM/EDU-MN-ISD 196/HS_Rosemount/232218/_Admin/Letters/2025.02.25 Letter to Adam Kienberger Page 17 of 113 Page 18 of 113 Page 19 of 113 Page 20 of 113 Page 21 of 113 Page 22 of 113 Page 23 of 113 Page 24 of 113 Page 25 of 113 Page 26 of 113 Page 27 of 113 Page 28 of 113 IC E E L E V A T I O N = 9 2 2 . 4 DE C . 4 , 2 0 2 3 6" W ( P ) 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP ST S 6" P V C ST S 18"RCP ST S 12"RCP S T S 12"RCP S T S 12 " R C P S T S 1 2 " R C P S T S 24 " R C P S T S 24"RCP ST S 24"RCP ST S 9 " M E T A L S T S 12 " P V C S T S 1 5 " P V C S T S 15"RCP INV=924.4 15"FES INV=926.1 15"RCP S T S 15" RC P S T S 15"RCP S T S 12"RCP ST S 12"RCP S T S 15 " P V C S T S INFILTRATION AREA (P) 12" R C P ST S DT(P) D T ( P ) 12 " R C P ST S 3"W(P) 3"W(P) 3 " W ( P ) 8 " W ( P ) 6"W 6"W W W 6 " W 6" W 8"W W W TOP=INV= CB 931.6926.7 NEINV=926.8 E INV=927.8 S TOP = INV = SMH 941. 4 928. 9 N E , S TOP=INV= CB 940.6927.2E INV=927.1W TOP=INV= BH 941.5927.9 TOP= INV= CB 941.1 927.8 S W , S E INV= 9 2 7 . 9 N E TOP= INV= CB 941.1 935.8 T O D R O P INV= 9 3 6 . 4 S W TOP=INV= SMH 930.2922.9 NINV=923.0 SINV=923.1 SE TOP=INV= SMH 929.0924.0 TOP=INV= BH 939.7933.2 TOP=INV= MH 942.1934.3 NW, SW INV=934.2 NE TOP=INV= CB 941.0937.1 TOP= INV= MH 941.6 935.7 TOP=INV= CB 941.0 935.4 SW,NEINV=936.7 N TOP= INV= SMH 941.9 934.55 TOP=INV= SMH 940.9927.3 NEINV=931.9 S TOP=INV= SMH 930.8926.2 NINV=926.4 S TOP=INV= SMH 938.3929.8 GENER A T O R GENER A T O R O N CONC P A D C O V E R E D L O A D I N G D O C K WOODEN PLANTER 1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068 40.2 6 0 . 1 60 . 1 40.2 164.2 1 2 . 0 10.2 25.0 2 5 . 0 3.5 1 0 . 0 18.0 4 3 . 3 35.1 0 . 1 122.2 8 3 . 5 41.3 2 4 . 4 41.4 1 2 . 6 13.9 19.9 2 0 . 9 192.3 34.2 4 1 . 1 90.292.6 32.6 1 0 . 5 5.3 2 1 . 4 5 4 . 3 5.4 2 1 . 4 32.5 1 0 . 6 61.0 3 3 . 3 129.5 115.2 4 3 . 1 3.6 1 2 . 9 144.1 1.5 1 2 . 9 4 3 . 6 138.9 5 9 . 9 1 9 . 7 14.3 2 1 . 3 3 9 . 3 22.9 1 . 3 8.5 3 4 . 7 8.5 7 3 . 3 109.4 8.4 3 4 . 7 8.5 3 7 . 3 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.637.725.21 3 . 2 5.0 2 0 . 9 31.0 111.6 1 3 . 0 2.0 4 2 . 9 98.74 3 . 8 3.6 1 2 . 9 1 1 . 8 3.8 4 4 . 0 L=5.8 L=5.6 L=5.4 L=5.3 L=5.3 L=5.1 22.9 MA I N T E N A N C E GA R A G E DETAIL NO SCA L E O V E R H A N G 8 4 . 0 GENER A T O R O N CONC P A D TOP= INV= BH 941.2 938.8 12" PEP S T S TOP= INV= SMH 942.1 933.8 N W INV= 9 2 8 . 7 N E INV= 9 2 8 . 5 S W SMH PARKE D O N TOP = 9 4 2 . 1 12"RCP ST S8" PVC ST S TOP=INV= SMH 939.8933.0SWINV=929.0NW TOP= INV= SMH 934.1 925.2SWINV=925.1NE TOP= INV= SMH 930.2 924.7SWINV=924.6NE 15 " R C P ST S 15 " R C P ST S TOP=INV= CB 939.4935.0NINV=934.8S TOP= INV= CB 938.3 934.5NINV=934.1SW TOP=INV= CB 937.4934.1 TOP=INV= CB 937.2933.7SWINV=933.4SE10" PVC ST S 10 " P V C S T S 6" PVCST S 1 5 " R C P S T S TOP= INV= CB 937.3 933.4NEINV=932.8SW TOP=INV= CB 937.2932.6NEINV=932.0NW INV=931.0SWTOP=INV= CB 937.2930.9NE,SE 12" PVC S T S 30" RCP ST S 15" PVC ST S SMH TOP=939.2 BOTTOM TANK=930.1 NO VISIBLE PIPES B I T U M I N O U S B I T U M I N O U S CONC CONC CONCCONC CONC CONC CONCRET E CONCRET E CONCRET E U G E U G E UG E UGE UGE UGE G R A S S G R A S S G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=944.85 TNH=932.14 TNH=944.63 TNH=943.95 TNH=942.53 30" RCPST S G R A V E L G R A V E L KEYSTONE WALL CONC STEPS CB PARKED ON TOP =936.5 SAN TOP=939.3 TOP CAPPED PIPE=935.8 SAN TOP=939.2 B I T U M I N O U S CONCRETE G R A V E L CONC CONC 2 0 . 5 1 . 2 5 . 0 43.0 5 . 0 2 . 0 2 . 0 49.5 2 . 0 6 . 7 5 . 0 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 PERGOLABITUM I N O U S BITUM I N O U S BITUM I N O U S KEYSTONE WALL 6 FOOT CHAIN LINK FENCE KEYSTONE WALL KEYSTONE WALL KEYSTONE WALL 6 FOOT CHAIN LINK FENCE CO N C R E T E G R A V E L B I T U M I N O U S 12"RCP ST S T R E E S T R E E S T R E E S T R E E S BUILDING FOOTPRINT = 208,389 SQ. FT. 42" RCP ST S(P) TOP=INV= SMH 936.0923.8NECANNOT ACCESSADDITIONAL INVERTSNO LADDER W ( P ) W (P) W ( P ) W ( P ) W (P) 13 14 15 16 18 19 20 21 23 12 11 12" PVC 25 26 27 1 22 2 3 4 5 6 7 8 9 10 6" F M ( P ) P A V E R S RD RD RD BE VP RD BE 14"SPR RDRD RD RD CONC . RD RD BE RD 2.14"BAS 24"MPL BE RD RD RD B E RD RD LA 2"ARB 13"MPL KEYSTON E WALL CONC . TOP=INV= CB 927.7923.9(W) INV=924.0(E) F O L F O L FOL FO L FOL FOL FOL UGC UG C UGC UGC U G C UGC UGC UGC U G C XXXX XXXXXXXXXXXXXXXX X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX XX X XXXXXXXX X XXXXXXXX X XXX XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X XXX SALVAGE PERGOLA AND RETURN TO OWNER REMOVE WOOD PLANTER REFER TO UTILITY PLAN FOR TREATMENT REFER TO UTILITY PLAN FOR TREATMENT REFER TO MECHANICAL PLANS FOR TREATMENT REFER TO UTILITY PLAN FOR TREATMENT 5.00' REFER TO MECHANICAL PLANS FOR TREATMENT 5.00' 5.00' 5.00'5.00' REFER TO MECHANICAL PLANS FOR TREATMENT REFER TO MECHANICAL PLANS FOR TREATMENT REFER TO MECHANICAL PLANS FOR TREATMENT 5 . 0 0 ' REFER TO ARCHITECTURAL PLANS FOR STOOP REMOVAL REFER TO ARCHITECTURAL PLANS FOR TREATMENT OF CONCRETE X X X X X X X X X X X X X X X X ABANDON PIPE IN PLACE. BLOW FULL OF SAND AND CAP ENDS. REFER TO UTILITY PLAN FOR TREATMENT SALVAGE STONE FOR REINSTALLATION REFER TO UTILITY PLAN FOR TREATMENT REFER TO UTILITY PLAN FOR TREATMENT PROTECT STRUCTURE AND STORM SEWER /////////////////////////////// REFER TO ARCHITECTURAL PLANS FOR STAIR / LOADING DOCK REMOVALS DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C0.01 REMOVALS PLAN WEST ///////////////////////////////// XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX CONCRETE CURB AND GUTTER REMOVALS UNDERGROUND UTILITY REMOVALS CONCRETE PAVEMENT REMOVALS ASPHALT PAVEMENT REMOVALS GRAVEL SURFACE REMOVALS AGLIME REMOVALS FENCING REMOVALS RETAINING WALL REMOVALS SAWCUT TREE REMOVAL MASS TREE AND SHRUB REMOVALS PROPERTY LINE LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. 2.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN. 3.REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 4.VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. 5.HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS. 6.MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. NOTES Page 29 of 113 TOP=INV= SMH 935.5929.1EINV=929.0S,NW 15" P V C S T S 12 " P V C S T S A R T I F I C I A L T U R F F I E L D G R A S S BITUMIN O U S 6" W ( P ) 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP ST S 6" P V C ST S 12"RCP ST S 2 4 " R C P S T S 2 4 " R C P S T S 30"RCP ST S 24 " R C P S T S 24"RCP ST S 24"RCP S T S 15 " P V C S T S 8" V C P S T S 8 " P V C S T S 21"RCP ST S 3"W(P) 3"W(P) 8 " W ( P ) 8"W(P) 1 2 " W ( P ) 6" W 6"W W W W TOP= INV= CB 931.6 926.7 NEINV=926.8 EINV=927.8 S TOP= INV= CB 941.1 935.8 T O D R O P INV= 9 3 6 . 4 S W TOP= INV= SMH 935.4 928.6 NINV=928.4 SINV=932.1 NW INV=929.0 E TOP=INV= CB 943.4938.8 TOP=INV= CB 932.9930.4 SINV=930.2 N TOP=INV= SMH 930.2922.9 NINV=923.0 SINV=923.1 SE 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.63 7 . 725.21 3 . 2 5.0 2 0 . 9 31.0 3 . 7 40.4 1 0 4 . 6 111.6 1 3 . 0 2.0 4 2 . 9 98.7 L=5.1 GENER A T O R O N CONC P A D TOP= INV= CB 939.4 935.0NINV=934.8S TOP=INV= CB 938.3934.5N INV=934.1SW TOP=INV= CB 937.4934.1 TOP=INV= CB 937.2933.7SWINV=933.4SE10" PVC ST S 10 " P V C S T S 6" PVCST S 1 5 " R C P S T S TOP=INV= CB 937.3933.4NE INV=932.8SW TOP=INV= CB 937.2932.6NEINV=932.0NW 12" PVC S T S 30" RCP ST S 15" PV C ST S TOP=INV= CB 939.3933.9SEINV=929.5SWINV=928.4NE 36 " R C P ST S 36 " R C P ST S 18" RCPST S 12" PVCST S TOP=INV= CB 939.4935.2SWINV=934.2E INV=933.5NW 2 7 " R C P S T S 21" RCP S T S TOP=INV= SMH 934.8927.2E,WINV=924.3SINV=923.7N TOP=INV= SMH 934.0928.4NINV=928.3S INV=928.25EINV=928.2W TOP=INV= CB 932.5929.3NINV=929.2S 18" PVC ST S TOP=INV= CB 934.6930.710" PVC ST S TO P = IN V = CB 93 4 . 3 93 0 . 4 A L L TOP=INV= CB 934.4929.9 TOP=INV= CB 933.4929.6NE INV=929.5SEINV=928.1EINV=928.0W 21"RCP ST S24" RCP ST S 12" PVC ST S TOP=INV= CB 934.8929.5ALL TOP= INV= SMH 935.5 929.4ALL 15" PVC S T S 12 " P V C S T S 1 5 " P V C S T S TOP= INV= SMH 935.5 929.2ALL 1 5 " P V C S T S TOP= INV= CB 939.7 936.0 TOP=INV= CB 939.6936.1 TOP=INV= CB 939.7935.8NINV=935.4EINV=934.5SW TOP=INV= CB 939.7936.1EINV=935.7W 15" PVC ST S 12" PVC ST S12 " R C P ST S TOP=INV= CB 939.1933.1SE,NW CB(BURIED) TOP=935.4 SUMP=932.1 NO PIPES VISIBLE SMH TOP=937.1 INV=927.3 N,SW INV=930.9 E TOP=INV= CB 934.3930.3WINV=926.5S INV=926.1N 12" RCPST S 36 " P V C S T S 42 " R C P S T S B I T U M I N O U S B I T U M I N O U S CONCRETE BLEACHERS RUB B E R S U R F A C E G R A V E L CONC CONCCONC CONC CONC CONCRETE CONCRET E U G E UGE UGE UGE UGE UGE UGE U G EUGEUG E UG E UGE UGE UGE UGE UGE UG EG R A S S G R A S S G R A S S G R A S S G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=932.14 TNH=943.95 SPIKE=944.88 TOP=INV= CB 938.6932.8SE INV=927.9SWINV=927.7NE 2 7 " R C P S T S B I T U M I N O U S OHE SHED B I T U M I N O U S OHU B I T U M I N O U S CONCRETE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS RU B B E R S U R F A C E RU B B E R S U R F A C E 10" PVC ST S 10" PVC ST S CONC CONC CONC 5 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE CONC WALL CONCRETE CONCRETE CONCRETE G R A V E L CONC 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 36 " P V C S T S 4 2 " R C P S T S ( P ) 42" RCP ST S(P) 12"W(P) TOP=INV= SMH 936.0923.8NE CANNOT ACCESSADDITIONAL INVERTSNO LADDER 19 20 21 23 12" PVC 24 25 26 27 22 BE RD RD B E RD 13"MPL KEYSTO N E WALL CONC . TOP=INV= CB 927.7923.9(W)INV=924.0(E) TOP=INV= CB 928.4924.6(W)INV=924.7(S) FOL FOL FOLFOL FOL FOL UGC UGC U G C IN P L A C E - E X T E N T U N K N O W N FOL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX REMOVE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X XX XXXXXXXXXXXXXXXXXXXXX ////////////////////////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X XXXX X X X XXX REFER TO MECHANICAL PLANS FOR TREATMENT REFER TO MECHANICAL PLANS FOR TREATMENT REFER TO ARCHITECTURAL PLANS FOR STOOP REMOVAL X X X X X X X X X X X X X X X X X X X X X X X REMOVE WALL (INCLUDING FOOTING) REFER TO ELECTRICAL PLANS FOR TREATMENT SALVAGE SAFETY NETTING AND POLES AND RETURN TO OWNER ABANDON PIPE IN PLACE. BLOW FULL OF SAND AND CAP ENDS. X X X X X X X X X X X X REFER TO UTILITY PLAN FOR TREATMENT SALVAGE STONE FOR REINSTALLATION SALVAGE STONE FOR REINSTALLATION REFER TO UTILITY PLAN FOR TREATMENT REFER TO ELECTRICAL PLANS FOR TREATMENT REFER TO ELECTRICAL PLANS FOR TREATMENT REMOVE BOLLARDS REFER TO UTILITY PLAN FOR TREATMENT XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX REFER TO UTILITY PLAN FOR TREATMENT REMOVE IRRIGATION (VERIFY LIMITS WITH OWNER) REFER TO UTILITY PLAN FOR TREATMENT REFER TO UTILITY PLAN FOR TREATMENT PROTECT STRUCTURE AND STORM SEWER /////////////////////////////////////////////////////////////////// REFER TO UTILITY PLAN FOR TREATMENT DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C0.02 REMOVALS PLAN CENTRAL ///////////////////////////////// XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX CONCRETE CURB AND GUTTER REMOVALS UNDERGROUND UTILITY REMOVALS CONCRETE PAVEMENT REMOVALS ASPHALT PAVEMENT REMOVALS GRAVEL SURFACE REMOVALS AGLIME REMOVALS FENCING REMOVALS RETAINING WALL REMOVALS SAWCUT TREE REMOVAL MASS TREE AND SHRUB REMOVALS PROPERTY LINE LEGEND 1.REFER TO SHEET C0.02, REMOVALS PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES Page 30 of 113 UGE WETLAND FLAG SEE GENERAL NOTES SHED MAINTENANCE MH TOP =930.2 TOP= INV= CB 935.9 931.7 TOP=INV= CB 936.2931.8NINV=931.7SW 12" PVC ST S 12" PVC S T S TOP=INV= CB 12 " P V C S T S G R A V E L U G E UGEUGEUGE B I T U M I N O U S A R T I F I C I A L T U R F F I E L D G R A S S G R A S S G R A S S G R A V E L CONCRETE CONCRETE CON C R E T E B I T U M I N O U S CO N C STONE WALL STONE WALL 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE BITUMIN O U S CONC BRIDGE IC E E L E V A T I O N = 9 2 4 . 0 F E E T D E C . 4 , 20 2 3 G R A S S TOP=INV= DG 958.1DROP PIPE CB (P) 6" W ( P ) 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP 30"RCP ST S 24 " R C P S T S 24"RCP ST S 24"RCP S T S 15 " P V C S T S 15"RCP INV=924.4 21"RCP ST S W W TOP= INV= CB 931.6 926.7 NEINV=926.8 EINV=927.8 S TOP=INV= SMH 930.2922.9 N INV=923.0 SINV=923.1 SE 8.4 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03 . 5 22.0 36.36.46.31 6 . 0 8.014.42 7 . 6 3 7 . 7 25.2 1 3 . 2 5.0 2 0 . 9 31.0 1 0 4 . 6 1 3 . 0 GENER A T O R O N CONC P A D TOP=INV= SMH 934.1925.2SW INV=925.1NE TOP=INV= SMH 930.2924.7SWINV=924.6NE 15 " R C P ST S 15 " R C P ST S TOP=INV= SMH 934.8927.2E,WINV=924.3S INV=923.7N TOP=INV= SMH 934.0928.4NINV=928.3S INV=928.25EINV=928.2W TOP=INV= CB 932.5929.3NINV=929.2S 10" PVC ST S TO P = IN V = CB 93 4 . 3 93 0 . 4 A L L TOP=INV= CB 933.4929.6NEINV=929.5SEINV=928.1EINV=928.0W 24" RCP ST S 42 " R C P S T S UGE UGE UGE UGE UGE UG E G R A S S G R A S S TNH=932.14 B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS 10" PVC ST S 10" PVC ST S CONC WALL CONCRETE CONCRETE CONCRETE G R A V E L CONC CONC 4 2 " R C P S T S ( P ) 42" RCP ST S(P) TOP=INV= SMH 936.0923.8NECANNOT ACCESSADDITIONAL INVERTSNO LADDER W ( P ) W ( P ) W (P) 18 19 20 21 23 24 22 TOP=INV= CB 927.7923.9(W)INV=924.0(E) TOP=INV= CB 928.4924.6(W)INV=924.7(S) U G C UGC UGC UGC U G C X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX REFER TO ARCHITECTURAL PLANS FOR STOOP REMOVAL X X X X X X X X X X X X X X X X X X X X X X X REMOVE WALL (INCLUDING FOOTING) REFER TO ELECTRICAL PLANS FOR TREATMENT SALVAGE SAFETY NETTING AND POLES AND RETURN TO OWNER REFER TO UTILITY PLAN FOR TREATMENT SALVAGE STONE FOR REINSTALLATION SALVAGE STONE FOR REINSTALLATION REFER TO UTILITY PLAN FOR TREATMENT REFER TO UTILITY PLAN FOR TREATMENT PROTECT STRUCTURE AND STORM SEWER REFER TO UTILITY PLAN FOR TREATMENT DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C0.03 REMOVALS PLAN EAST ///////////////////////////////// XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX CONCRETE CURB AND GUTTER REMOVALS UNDERGROUND UTILITY REMOVALS CONCRETE PAVEMENT REMOVALS ASPHALT PAVEMENT REMOVALS GRAVEL SURFACE REMOVALS AGLIME REMOVALS FENCING REMOVALS RETAINING WALL REMOVALS SAWCUT TREE REMOVAL MASS TREE AND SHRUB REMOVALS PROPERTY LINE LEGEND 1.REFER TO SHEET C0.02, REMOVALS PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES Page 31 of 113 8 FOOT CHAIN LINK FENCE SHEDUGE UGE UGEUGE CONC CONC CONC CONCRETE B I T U M I N O U S BITUMI N O U S STONE WALL STONE WALL 8 FOOT CHAIN LINK FENCE 12" DIP G R A S S G R A S S G R A S S G R A S S G R A S S 24.216 . 2 UG EUGEU G E U G E UG E U G E U G E T R E E S BITUMINOUS GAS GA S G A S STORM FORCEMAIN (P) TOP= INV= DG 958.1 DROP PIPE CB (P) X XXXX XXXXXXXXXXXXXXXXX 10 FT. CHAIN LINK FENCE 10 FT. CHAIN LINK FENCE T E N N I S B I T U M I N O U S G R A V E L G R A V E L G R A S S 16 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 18 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E OH U OH U OH U FOL 6"PEP ST S 12 " P V C S T S 6"PEP ST S 12 " P V C S T S TOP=INV= CB 965.3961.15 TOP= INV= DRYWELL965.9 961.3 BOTTOMINV=961.4 TO PIPE 29.8 12 . 0 0.5 24 . 7 34.4 11 . 4 0.4 1.7 22.0 11 . 7 6.0 4. 0 20.3 20.3 3. 9 6.0 11 . 6 22.0 1.6 0.5 11 . 4 81.0 15 . 7 25.9 12 . 3 21.0 0. 5 94.1 6. 3 39.8 1.02.7E 9 10 G R A V E L B I T U M I N O U S C O N C R E T E LOADING DOCK CONC STEPS G R A S S G R A S S TNH=975.26 TNH=981.64 W W C O N C R E T E FO L FOL FOL FOL //////////////////////////////////////////////////// 10 " P V C 15"RCP 15"RCP 15"RCP 1 2 " R C P S T S 1 2 " R C P S T S 24"RCP ST S 15 " R C P S T S 18"RCP ST S ST S 1 5 " R C P S T S 15 " R C P ST S 21"RCP ST SSAN S 8" SAN S SA N S 8" S A N S SAN S SA N S 8"DIP W TOP=INV= CB 974.5971.1 TOP=INV= CB 974.7971.4BOTTOM=969.1 TOP=INV= SMH 975.0968.7 TOP=INV= SMH 976.9971.7 EINV=972.0 STOP=INV= CB W 976.7973.1 BOTTOM=970.9 TOP=INV= CB 976.6972.7 N TOP= INV= SMH 976.9 972.4 TOP=INV= SMH 974.0968.0 TOP=INV= MH 975.4968.1 TO PIPEINV=967.4 TOP BOTTOM TOP= INV= CB 968.4 963.5 SINV=963.6 N TOP=INV= CB 968.1963.7 SINV=963.8 N TOP=INV= CB 967.9964.2 TOP=INV= MH 974.4960.3 TOP=INV= MH 971.0961.2 TOP=INV= MH 973.1962.3 94.1 6. 3 39.8 1.02.7 18 6 . 3 13 . 8 1.0 2. 7 29.1 20.5 40 . 1 16.3 4.14. 1 35 . 7 60.0 35 . 5 2.0 21 . 0 2.0 35 . 5 60.1 13 1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W. TOP=INV= CB 973.0969.0 TOP= INV= CB 976.9 970.8WINV=970.4NINV=969.7E TOP= INV= CB 976.5 971.6NW(8"PVC)INV=971.2NW(12"PVC)INV=971.1E 12" RCP ST S 12" PVC ST S 1 2 " P V C S T S 8" PVC ST S TOP=INV= MH 971.7963.0 B I T U M I N O U S B I T U M I N O U S LOADING DOCK G R A S S G R A S S FKA: MURPHY STREET TNH=974.60 TNH=975.26 CONC STEPS CONC STEPS OHU OH U OH U OHU O H U OH U O H U O H U O H U O H U O H U O H U W W W W LA GA S UGE UGE SA N S C O N C R E T E C O N C R E T E C O N C R E T E CONC CONC 30 . 0 65.0 2 . 7 1 . 0 12.5 2.71.0 62.8 11.7 2 . 7 2 . 0 FOL FOL FO L FO L UGC UG C U G C UGC U G C U G C U G C U G C U G C U G C INV= 965.8 INV= 964.2 FOL F O L ////////////////////// DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C0.04 REMOVALS PLANS FIELDS 2 C0.04 SOUTHEAST FIELD 3 C0.04 SOUTH 1 C0.04 NORTHEAST FIELD ///////////////////////////////// XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX CONCRETE CURB AND GUTTER REMOVALS UNDERGROUND UTILITY REMOVALS CONCRETE PAVEMENT REMOVALS ASPHALT PAVEMENT REMOVALS GRAVEL SURFACE REMOVALS AGLIME REMOVALS FENCING REMOVALS RETAINING WALL REMOVALS SAWCUT TREE REMOVAL MASS TREE AND SHRUB REMOVALS PROPERTY LINE LEGEND 1.REFER TO SHEET C0.02, REMOVALS PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES Page 32 of 113 8 FOOT CHAINLINK FENCE 8 FOOT CHAINLINK FENCE 25 FOOT CHAINLINK FENCE FOULPOLE 8 FOOT CHAINLINK FENCE LINK FENCE EDGE OFMOWEDGRASS SHED KEYSTONEWALL WETLAND FLAG SEEGENERAL NOTES WETLAND FLAG SEEGENERAL NOTES IC E E L E V A T I O N = 9 2 2 . 4 DE C . 4 , 2 0 2 3 SHED SCOREBOARD MAINTENANCE MHTOP =930.2 C O N C R E T E S P O R T S D O M E B I T U M I N O U S B I T U M I N O U S RUBBER SU R F A C E G R A V E L CONC SHED B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S A R T I F I C I A L T U R F F I E L D G R A S S G R A S S CONCRETE 7 FOOT CHAINLINK FENCE 7 FOOT CHAINLINK FENCE 7 FOOT CHAINLINK FENCE CONC TNH=959.97 GUA R D R A I L I N G GUA R D R A I L I N G 6 FOOT CHAINLINK FENCE CONCRETE CONCRETE CON C R E T E B I T U M I N O U S BITUMINO U S STONEWALL STONEWALL 4 FOOT CHAIN LINKFENCE 4 FOOT CHAIN LINKFENCE 8 FOOT CHAIN LINKFENCE 15 FOOT CHAINLINK FENCE 8 FOOT CHAIN LINKFENCE BITUMINOUS BRIDGE IC E E L E V A T I O N = 9 2 4 . 0 F E E T D E C . 4 , 20 2 3 ICE ELEVATION = 924.0 FEET DEC. 4,2023 6 FOOT CHAIN LINKFENCE B I T U M I N O U S T R E E S T R E E S B I T U M I N O U S B I T U M I N O U S G R A S S G R A S S G R A S S 24.216 . 2 T R E E S CONCRETE BITUMINOUS CO V E R E D LO A D I N G DO C K 1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068 40.2 60 . 1 60 . 1 40.2 164.2 12 . 0 10.225.0 25 . 0 3.51 0 . 0 18.0 43 . 3 35.1 0. 1 122.2 8 3 . 5 41.3 24 . 4 41.4 1 2 . 6 13.9 19.9 2 0 . 9 192.3 34.2 41 . 1 90.292.6 32.6 10 . 5 5.3 21 . 4 5 4 . 3 5.4 21 . 4 32.5 1 0 . 6 61.0 3 3 . 3 129.5 115.2 4 3 . 1 3.6 12 . 9 144.1 1.512 . 9 43 . 6 138.9 5 9 . 9 19 . 7 14.3 21 . 3 3 9 . 3 22.9 1. 3 8.5 34 . 7 8.5 7 3 . 3 109.4 8.4 34 . 7 8.5 3 7 . 3 3 7 . 4 22.9 3 9 . 5 68.3 8. 3 126.3 8. 3 0.6 16 . 4 63 . 859.03.522.036.36.46 . 3 1 6 . 08.014.42 7 . 637.725.213 . 25.0 20 . 9 31.0 3 . 7 40.4 1 0 4 . 6 111.6 1 3 . 0 2.0 4 2 . 9 98.743 . 8 3.6 12 . 9 11 . 8 3.8 4 4 . 0 L=5.8 L=5.6 L=5.4 L=5.3 L=5.3 L=5.1 22.9 MA I N T E N A N C E GA R A G E DETAIL NO SCALE OV E R H A N G 84 . 0 SIGN T E N N I SC O U R T S T E N N I SC O U R T S T E N N I SN E T S 10 FT. CHAINLINK FENCE 10 FT. CHAINLINK FENCE 4 FT. CHAINLINK FENCE 10 FT. CHAINLINK FENCE 10 FT. CHAINLINK FENCE T E N N I SN E T S T E N N I SN E T ST E N N I SN E T T E N N I SN E T T E N N I SC O U R T S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S CONCRETE B I T U M I N O U S BLEACHERS BLEACHERSA R T I F I C I A L T U R F F I E L D RUBBER S U R F A C E RUB B E R S U R F A C E RUB B E R S U R F A C E G R A V E L CONC CONC CONCCONC CONC CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE G R A S S G R A S S G R A S S G R A S S G R A S S CONC STEPSCONC CONC CONC 4 FT.WROUGHTIRON FENCE 4 FT.WROUGHTIRON FENCE CON C CONC CONC CONC CONC 7 FOOT CHAINLINK FENCE TNH=944.85 TNH=932.14 TNH=944.63 TNH=943.95 TNH=942.53 "X"=942.79 SPIKE=944.88 SPIKE=963.86 TNH=965.01 CONC T R E E ST R E E S LA B I T U M I N O U S GUA R D R A I L I N G 10 FOOT CHAINLINK FENCE CONC CONC CONC 10 FOOT CHAINLINK FENCE 10 FOOT CHAINLINK FENCE 7 FOOT CHAINLINK FENCE 5 FOOT CHAINLINK FENCE STONEWALL NETTING B I T U M I N O U S SHED B I T U M I N O U S CONC NETTING STONEWALL G R A V E L G R A V E L G R A V E L G R A V E L KEYSTONEWALL KEYSTONEWALL CONCSTEPS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS RUB B E R S U R F A C E RU B B E R S U R F A C E CONCCONC CONC CONC CONCRETE CONCRETE CONC CONC 20 . 5 1. 2 5 . 0 43.0 5. 0 2 . 0 2. 0 49.5 2 . 0 6 . 7 5. 0 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6. 7 5. 1 41.8 2 6 . 0 19.0 7 . 4 25.0 10 . 0 66.6 62 . 4 33.1 BITUMIN O U S BITUM I N O U S BITUMI N O U S KEYSTONEWALL KEYSTONEWALL KEYSTONEWALL 6 FOOTCHAIN LINKFENCE CON C R E T E G R A V E L G R A V E L B I T U M I N O U S T R E E S T R E E S T R E E S T R E E S T R E E S T R E E S BUILDING FOOTPRINT = 208,389 SQ. FT. 13 14 15 16 18 19 20 21 23 12 11 24 25 26 27 1 22 2 3 4 5 6 7 8 9 10 PAV E R S RD RD RD BE VP RD BE RDRD RD RD CONC. RD RD BE RD BE RD RD RD BE RD RD COMM U N I C A T I O N EASEME N T P E R D O C . NO. 214 3 7 3 4 (SEE UT I L I T Y N O T E 5 ) WETLAND FLAG SEEGENERAL NOTES WETLAND 12. 2 8.1 8.1 12. 2 SHED SEEDETAIL B SEEDETAIL B SEEDETAIL B OVERHANG 8.4 0.5 27 . 6 22.5 82 . 5 29.8 12. 0 0.5 24 . 7 34.4 11 . 4 0.41.7 22.0 11. 7 6.04.0 20.3 20.3 3.9 6.0 11. 6 22.0 1.6 0.5 11. 4 81.0 15 . 7 25.9 12. 3 21.0 0.5 94.1 6.3 39.8 1.02.7 18 6 . 3 13 . 8 1.0 2.7 29.1 20.5 40 . 1 16.3 4.14.1 35. 7 60.0 35. 5 2.0 21 . 0 2.0 35. 5 60.1 28.10.312.017.0 0.30.411.922.0 0.40.312.021.4 0.31.00.3 26. 1 0.3 10.0 DETAILNO SCALE 1.0 1 STORY BRICK BUILDINGELEMENTARY SCHOOL3155 144TH ST. W. E 9 10 13 1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W. 1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W. 79.5 B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E LOADING DOCK CONC STEPS CONC CONCRETE CONC R E T E CON C R E T E G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S CONC CONC STEPS KEYSTONE WALL KEYSTONE WALL 5 FT.WROUGHTIRON FENCE 6 FT. CHAIN LINKFENCE S A N D GRAVEL FK A : H Y L A N D A V E N U E FKA: MURPHY STREET TNH=977.27 TNH=974.60 TNH=975.26 TNH=981.64 TNH=981.34 CONCSTEPS CONCSTEPS C O N C C O N C C O N C C O N C R E T E C O N C R E T E C O N C R E T E LALA LA LA LA BIT U M I N O U S 4 FOOTCHAINLINKFENCE 4 FOOTCHAINLINKFENCE CONC CON C CO N C B I T U M I N O U S B I T U M I N O U S DUGOUT DUG O U T CO N C R E T E CONCWALL 6 FT. CHAIN LINKFENCE 6 FT. CHAIN LINKFENCE 6 FT. CHAIN LINKFENCE GRA V E L 12 FT. CHAIN LINKFENCE 8 FT. CHAIN LINKFENCE 4 FT. CHAIN LINKFENCE 6 FT. CHAIN LINKFENCE G R A S S G R A S S CONC C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONC CONC T R E E S 2.72.7 1.0 1.3 5.0 5.7 17 0 . 8 79.4 DETAIL BNO SCALE 7.7 23. 0 8.1 4.0 30. 0 65.0 5.6 5.612.1 26.7 32.1 32. 0 32. 1 8.1 76.0 2. 7 1.0 12.5 2.71.0 62.811.7 2.7 2.0 256 . 6 75.3 91 . 3 165 . 3 80.0 BUILDING FOOTPRINT = 140,131 SQ. FT. T.E. PAR. 212A T.E. PAR. 212A T.E. PAR. 212A T.E. PAR. 209 PARCEL 2 1 2 A P A R C E L 2 1 2 A PA R C E L 2 1 2 A PAR. 212A PA R C E L 2 0 9 P A R C E L 2 0 9 21 2 A 2 1 2 A FM FM FM FM FM FM FM FM FM FM FM FM FM PROPOSED BUILDING ADDITION 1 PROPOSED BUILDING ADDITION 2 PROPOSED BUILDING ADDITION 3 PROPOSED BUILDING ADDITION 4 PROPOSED BUILDING ADDITION 5 PROPOSED BUILDING ADDITION 6 TEMPORARY HAUL ROAD: CONSTRUCT SPRING 2025 REMOVE FALL 2025 BALLFIELD IRRIGATION: COMPLETED BY JUNE 15, 2026 SEEDING DEADLINE SEPTEMBER 1, 2026 MAINTAIN UNTIL SEPTEMBER 1, 2027 BALLFIELD IRRIGATION: COMPLETED BY JUNE 15, 2026 SEEDING DEADLINE SEPTEMBER 1, 2026 MAINTAIN UNTIL SEPTEMBER 1, 2027 CONTRACTOR STAGING AND LAYDOWN AREA PHASE 1 (SPRING 2025 TO FALL 2025) EMERGENCY VEHICLE ROUTE KEEP ROAD CLEAR AT ALL TIMES NO CONTRACT ACCESS TO CHILI AVENUE LOADING DOCK ACCESS FOR DISTRICT USE ONLY. NO CONSTRUCTION DELIVERIES. KEEP AREA CLEAR AT ALL TIMES. LIMITED CONTRACTOR ACCESS FOR PARKING, MATERIAL STAGING, ETC. NO CONTRACTOR ACCESS SEPTEMBER - JUNE LIMITED COORDINATED ACCESS JUNE - AUGUST NO CONTRACTOR PARKING OR STAGING AT MIDDLE SCHOOL SITE CONTRACTOR SITE ACCESS APPROXIMATE LIMITS OF ROUNDABOUT CONSTRUCTION NO CONTRACTOR ACCESS TO HWY 3 UNTIL PROJECT COMPLETION (AUGUST 16, 2025) TEMPORARY HAUL ROAD: CONSTRUCTION SPRING 2025 REMOVE FALL 2026 PHASE 2 (FALL 2025 TO PROJECT COMPLETION) EMERGENCY VEHICLE ROUTE KEEP ROAD CLEAR AT ALL TIMES NOPARKINGNOPARKING EV ONLY NOPARKING EV ONLYEV ONLYEV ONLY FORCEMAIN MUST BE OPERATIONAL BY AUGUST 2026 OR BY COMPLETION OF ACTIVITY CENTER, WHICHEVER IS SOONER PRACTICE FIELD IRRIGATION: COMPLETED BY JUNE 2027 SEEDING DEADLINE SEPTEMBER 1, 2027 MAINTAIN UNTIL SEPTEMBER 1, 2028 NO CONTRACTOR PARKING COURTYARD ADDITIONS: COMPLETED FALL OF 2026 CLASSROOM AND ACTIVITY CENTER ADDITIONS: MARCH 2025 - AUGUST 2026 TEMPORARY SEDIMENT BASIN: CONSTRUCT SPRING 2025 INFILTRATION AREA: CONSTRUCT FALL 2026 PROPOSED BUILDING DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 100 200 C1.00 PHASING PLAN Page 33 of 113 IC E E L E V A T I O N = 9 2 2 . 4 DE C . 4 , 2 0 2 3 C O V E R E D L O A D I N G D O C K 1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068 40.2 6 0 . 1 60 . 1 40.2 164.2 1 2 . 0 10.2 25.0 2 5 . 0 3.5 1 0 . 0 18.0 4 3 . 3 35.1 0 . 1 122.2 8 3 . 5 41.3 2 4 . 4 41.4 1 2 . 6 13.9 19.9 2 0 . 9 192.3 34.2 4 1 . 1 90.292.6 32.6 1 0 . 5 5.3 2 1 . 4 5 4 . 3 5.4 2 1 . 4 32.5 1 0 . 6 61.0 3 3 . 3 129.5 115.2 4 3 . 1 3.6 1 2 . 9 144.1 1.5 1 2 . 9 4 3 . 6 138.9 5 9 . 9 1 9 . 7 14.3 2 1 . 3 3 9 . 3 22.9 1 . 3 8.5 3 4 . 7 8.5 7 3 . 3 109.4 8.4 3 4 . 7 8.5 3 7 . 3 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.637.725.21 3 . 2 5.0 2 0 . 9 31.0 111.6 1 3 . 0 2.0 4 2 . 9 98.74 3 . 8 3.6 1 2 . 9 1 1 . 8 3.8 4 4 . 0 L=5.8 L=5.6 L=5.4 L=5.3 L=5.3 L=5.1 22.9 MA I N T E N A N C E GA R A G E DETAIL NO SCA L E O V E R H A N G 8 4 . 0 B I T U M I N O U S B I T U M I N O U S CONC CONC CONCCONC CONC CONCRET E CONCRET E CONCRET E G R A S S G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=944.85 TNH=932.14 TNH=944.63 TNH=943.95 TNH=942.53 G R A V E L G R A V E L KEYSTONE WALL CONC STEPS CONC CONC 2 0 . 5 1 . 2 5 . 0 43.0 5 . 0 2 . 0 2 . 0 49.5 2 . 0 6 . 7 5 . 0 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 BITUM I N O U S BITUM I N O U S BITUM I N O U S KEYSTONE WALL KEYSTONE WALL KEYSTONE WALL 6 FOOT CHAIN LINK FENCE CO N C R E T E G R A V E L B I T U M I N O U S T R E E S T R E E S T R E E S T R E E S BUILDING FOOTPRINT = 208,389 SQ. FT. 13 14 15 16 18 19 20 21 23 12 11 25 26 27 1 22 2 3 4 5 6 7 8 9 10 P A V E R S RD RD RD BE VP RD BE RDRD RD RD CONC . RD RD BE RD BE RD RD RD B E RD RD D D D D D D D PROPOSED BUILDING ADDITION 1 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING ADDITION 2 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING ADDITION 3 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING ADDITION 4 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING ADDITION 5 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING ADDITION 6 10 50 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT R4 0 . 0 0 ' R4.00' R1 0 . 0 0 ' R4.00' R2 9 . 0 0 ' R 6 1 . 0 0 ' 9' WIDE 129°15'17" 6' WALK R15 . 0 0 ' R1 5 . 0 0 ' R14 . 0 0 ' 6' WALK R1 5 . 0 0 ' R5 . 0 0 ' R10.00' ALIGN WITH STOOP 1 0 . 0 0 ' R 1 5 0 . 0 0 ' R35.00' R 2 0 0 . 0 0 ' R1 4 . 0 0 ' R5.00' 6' WALK ALIGN WALK WITH EDGE OF STOOP 3.00' 3 . 0 0 ' R5 . 0 0 ' R5 . 0 0 ' 6' WALK 6' WALK 90°0'29 " 10 5 ° 0 ' 0 " 165° 0 ' 0 " 152° 2 6 ' 4 1 " 113°50 ' 3 2 " 126°29'5 9 " 20 . 0 0 ' 2 7 . 7 4 ' 34.85 ' 90°0'0" 7 . 7 7 ' 10' WALK DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C1.01 SITE PLAN WEST D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED GRAVEL SURFACE PROPOSED AGLIME PROPOSED RETAINING WALL PROPOSED CHAIN LINK FENCING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C5.01 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. 2.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3.TRAFFIC SIGNS SHALL BE INSTALLED 18'' BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. 4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. NOTES Page 34 of 113 A R T I F I C I A L T U R F F I E L D BITUMIN O U S 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.63 7 . 725.21 3 . 2 5.0 2 0 . 9 31.0 3 . 7 40.4 1 0 4 . 6 111.6 1 3 . 0 2.0 4 2 . 9 98.7 L=5.1 B I T U M I N O U S B I T U M I N O U S BLEACHERS RUB B E R S U R F A C E CONC CONCCONC CONC CONCRETE CONCRET E G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=932.14 TNH=943.95 SPIKE=944.88 SHED B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS RU B B E R S U R F A C E RU B B E R S U R F A C E CONC CONC CONC CONCRETE CONCRETE CONC 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 19 20 21 23 24 25 26 27 22 BE RD RD B E RD D D D D D D D D D D D D D D D D D D D DD D D S D D D D PROPOSED BUILDING ADDITION 1 28 20 6 60 50 NO PARKING NO PARKING EV ONLY 12' X 20' SLAB EV ONLYEV ONLYEV ONLY 6 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING BASE BID BUILDING LIMIT ALTERNATE BID BUILDING LIMIT R4 0 . 0 0 ' R4.00' R5.00' R5 . 0 0 ' R 1 5 . 0 0 ' R10 . 0 0 ' R5. 0 0 ' R20.00' 2 0 . 0 0 ' R1 0 . 0 0 ' R4.00' R29 . 0 0 ' R 6 1 . 0 0 ' 9' WIDE 129°15'17" R200.0 0 ' 20.00' 10' WIDE 7' WALK ALIGN WITH EDGE OF STOOP ALIGN WITH EDGES OF STOOPSALIGN WITH EDGES OF STOOP ALIGN WITH EDGE OF STOOP ALIGN WITH BUILDING CORNER ALIGN WITH BUILDING CORNER R10.00 ' R1 5 . 0 0 ' R5 . 0 0 ' ALIGN WITH STOOP 1 0 . 0 0 ' 152 ° 2 6 ' 4 1 " 113°50 ' 3 2 " 126°29'5 9 " 2 0 . 0 0 ' 2 7 . 7 4 ' 34.85 ' 90°0'0" 7 . 7 7 ' 10' WALK 2 4 . 0 0 ' 63.00'75.75' 181.00' 10 8 . 0 0 ' 24.00' R20 . 0 0 ' R2 0 . 0 0 ' R6 0 . 0 0 ' R 8 . 0 0 ' R76.0 0 ' R100 . 0 0 ' R120.00' R15.00' R150.00' 20.00' 24.0 0 ' 1°35'52" 8' WALK R5 0 . 0 0 ' R1 5 2 . 9 3 ' R5.0 0 ' R5. 0 0 ' ALIGN WITH EXISTING WALK R10. 0 0 ' R4.0 0 ' R4. 0 0 ' R 4 . 0 0 ' 20 . 0 0 ' R 1 0 0 . 0 0 ' R1 0 0 . 0 0 ' R10.0 0 ' R10 . 0 0 ' R15.00' R15 . 0 0 ' R5. 0 0 ' 8' WALK ALIGN WITH EDGES OF STOOPS 110 ° 0 ' 0 " 160°0'0" 8' WALK 8' WALK 7' WALK R1 0 . 0 0 ' R10 . 0 0 ' R 2 0 . 0 0 ' 1 0 . 0 0 ' R1 5 . 0 0 ' R20. 0 0 ' R 2 6 . 0 0 ' 8. 0 7 ' R4.0 0 ' R 4 . 0 0 ' R 5 . 0 0 ' R5.0 0 ' R5. 0 0 ' DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C1.02 SITE PLAN CENTRAL R 1.REFER TO SHEET C1.01, SITE PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES REFER TO STRUCTURAL PLANS FOR SLAB D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED GRAVEL SURFACE PROPOSED AGLIME PROPOSED RETAINING WALL PROPOSED CHAIN LINK FENCING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C5.01 NOT FOR CONSTRUCTION CITY SUBMITTAL Page 35 of 113 WETLAND FLAG SEE GENERAL NOTES SHED MAINTENANCE MH TOP =930.2 G R A V E L B I T U M I N O U S A R T I F I C I A L T U R F F I E L D G R A S S CONCRETE CONCRETE CON C R E T E B I T U M I N O U S STONE WALL STONE WALL 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE BITUMIN O U S BRIDGE IC E E L E V A T I O N = 9 2 4 . 0 F E E T D E C . 4 , 20 2 3 8.4 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03 . 5 22.0 36.36.46.31 6 . 0 8.014.42 7 . 6 3 7 . 7 25.2 1 3 . 2 5.0 2 0 . 9 31.0 1 0 4 . 6 1 3 . 0 TNH=932.14 B I T U M I N O U S B I T U M I N O U S BITUMINOUS CONCRETE CONCRETE CONC CONC 18 19 20 21 23 24 22 D D D D D D D D D D D D D D D REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING BASE BID BUILDING LIMIT ALTERNATE BID BUILDING LIMIT R4 0 . 0 0 ' R4.00' R5.00' R5 . 0 0 ' R 1 5 . 0 0 ' R10 . 0 0 ' R5. 0 0 ' R20.00' 2 0 . 0 0 ' R1 0 . 0 0 ' R4.00' R29 . 0 0 ' R 6 1 . 0 0 ' 9' WIDE 129°15'17" 6' WALK R15 . 0 0 ' R1 5 . 0 0 ' R14 . 0 0 ' 6' WALK R200.00 ' 20.00' 10' WIDE 7' WALK ALIGN WITH EDGE OF STOOP ALIGN WITH EDGES OF STOOPSALIGN WITH EDGES OF STOOP ALIGN WITH EDGE OF STOOP ALIGN WITH BUILDING CORNER ALIGN WITH BUILDING CORNER 8' WALK 8' WALK R5 4 . 0 0 ' R16. 0 0 ' R54.00 ' R10.00 ' R2 . 0 0 ' 90°0'0" 140°4 4 ' 2 0 " 1 3 5 ° 0 ' 0 " R5.00' R5 . 0 0 ' 10.00' ALIGN WITH STOOP 152 ° 2 6 ' 4 1 " 113°50 ' 3 2 " 126°29'5 9 " 2 0 . 0 0 ' 2 7 . 7 4 ' R4.0 0 ' R 4 . 0 0 ' R 5 . 0 0 ' R5.0 0 ' R5. 0 0 ' DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C1.03 SITE PLAN EAST R 1.REFER TO SHEET C1.01, SITE PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED GRAVEL SURFACE PROPOSED AGLIME PROPOSED RETAINING WALL PROPOSED CHAIN LINK FENCING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C5.01 NOT FOR CONSTRUCTION CITY SUBMITTAL Page 36 of 113 SHED CONC CONC CONCRETE B I T U M I N O U S BITUMI N O U S STONE WALL STONE WALL 8 FOOT CHAIN LINK FENCE G R A S S G R A S S 24.216 . 2 T R E E S BITUMINOUS 8'H CLF 8'HCLF 8'HCLF VIEWNUMBER SHEETNUMBER R1 0 1 . 0 0 ' R1 4 . 0 0 ' R9 8 . 9 8 ' R60.00' 58.00' 20.0 0 ' 58 . 0 0 ' 10 FT. CHAIN LINK FENCE 10 FT. CHAIN LINK FENCE T E N N I S B I T U M I N O U S 29.8 12 . 0 0.5 24 . 7 34.4 11 . 4 0.4 1.7 22.0 11 . 7 6.0 4. 0 20.3 20.3 3. 9 6.0 11 . 6 22.0 1.6 0.5 11 . 4 81.0 15 . 7 25.9 12 . 3 21.0 0. 5 94.1 6. 3 39.8 1.02.7E 9 10 B I T U M I N O U S C O N C R E T E LOADING DOCK CONC STEPS G R A S S TNH=975.26 TNH=981.64 C O N C R E T E T.E. PAR. 212A T.E. PAR. 212A PAR. 212A D D D D 50'H NET 8'HCLF 8'HCLF 50'H NET NO PARKING 50'H NET 8'H 12'W 8'H CLF 8'HCLF 370.00' R3 0 . 0 0 ' R100.00' R45.00' R55.00' R15.00' 135° 0 ' 0 " 1 3 5 ° 0 ' 0 " 40.00' 50.00' 50 . 0 0 ' 1 4 5 ° 0 ' 0 " 1 4 5 ° 0 ' 0 " 18 0 . 0 0 ' 170°0'0" 80.00' 164.57' 23 0 . 0 0 ' 5' WALK 5' WALK R 1 6 . 0 0 ' R 1 6 . 0 0 ' 94.1 6. 3 39.8 1.02.7 18 6 . 3 13 . 8 1.0 2. 7 29.1 20.5 40 . 1 16.3 4.14. 1 35 . 7 60.0 35 . 5 2.0 21 . 0 2.0 35 . 5 60.1 13 1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W. B I T U M I N O U S B I T U M I N O U S LOADING DOCK G R A S S G R A S S FKA: MURPHY STREET TNH=974.60 TNH=975.26 CONC STEPS CONC STEPS LA C O N C R E T E C O N C R E T E C O N C R E T E CONC CONC 30 . 0 65.0 2 . 7 1 . 0 12.5 2.71.0 62.8 11.7 2 . 7 2 . 0 P A R C E L 2 1 2 A P A R C E L 2 0 9 2 1 2 A S NO PARKING R 3 0 . 0 0 ' 5' WALK DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C1.04 SITE PLAN FIELDS R 6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL 8' HIGH CHAIN LINK FENCE WITH TOP, MIDDLE AND BOTTOM RAIL 6' HIGH, 12' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE 50' HIGH NET FENCING KEY NOTES 6'H CLF 6'H 12'W 8'H CLF 50'H NET 2 C1.04 SOUTHEAST FIELD 3 C1.04 SOUTH 1 C1.04 NORTHEAST FIELD 1.REFER TO SHEET C1.01, SITE PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED GRAVEL SURFACE PROPOSED AGLIME PROPOSED RETAINING WALL PROPOSED CHAIN LINK FENCING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C5.01 NOT FOR CONSTRUCTION CITY SUBMITTAL Page 37 of 113 IC E E L E V A T I O N = 9 2 2 . 4 DE C . 4 , 2 0 2 3 C O V E R E D L O A D I N G D O C K 1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068 40.2 6 0 . 1 60 . 1 40.2 164.2 1 2 . 0 10.2 25.0 2 5 . 0 3.5 1 0 . 0 18.0 4 3 . 3 35.1 0 . 1 122.2 8 3 . 5 41.3 2 4 . 4 41.4 1 2 . 6 13.9 19.9 2 0 . 9 192.3 34.2 4 1 . 1 90.292.6 32.6 1 0 . 5 5.3 2 1 . 4 5 4 . 3 5.4 2 1 . 4 32.5 1 0 . 6 61.0 3 3 . 3 129.5 115.2 4 3 . 1 3.6 1 2 . 9 144.1 1.5 1 2 . 9 4 3 . 6 138.9 5 9 . 9 1 9 . 7 14.3 2 1 . 3 3 9 . 3 22.9 1 . 3 8.5 3 4 . 7 8.5 7 3 . 3 109.4 8.4 3 4 . 7 8.5 3 7 . 3 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.637.725.21 3 . 2 5.0 2 0 . 9 31.0 111.6 1 3 . 0 2.0 4 2 . 9 98.74 3 . 8 3.6 1 2 . 9 1 1 . 8 3.8 4 4 . 0 L=5.8 L=5.6 L=5.4 L=5.3 L=5.3 L=5.1 22.9 MA I N T E N A N C E GA R A G E DETAIL NO SCA L E O V E R H A N G 8 4 . 0 B I T U M I N O U S B I T U M I N O U S CONC CONC CONCCONC CONC CONCRET E CONCRET E CONCRET E G R A S S G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=944.85 TNH=932.14 TNH=944.63 TNH=943.95 TNH=942.53 G R A V E L G R A V E L KEYSTONE WALL CONC STEPS CONC CONC 2 0 . 5 1 . 2 5 . 0 43.0 5 . 0 2 . 0 2 . 0 49.5 2 . 0 6 . 7 5 . 0 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 BITUM I N O U S BITUM I N O U S BITUM I N O U S KEYSTONE WALL KEYSTONE WALL KEYSTONE WALL 6 FOOT CHAIN LINK FENCE CO N C R E T E G R A V E L B I T U M I N O U S T R E E S T R E E S T R E E S T R E E S BUILDING FOOTPRINT = 208,389 SQ. FT. 13 14 15 16 18 19 20 21 23 12 11 25 26 27 1 22 2 3 4 5 6 7 8 9 10 P A V E R S RD RD RD BE VP RD BE RDRD RD RD CONC . RD RD BE RD BE RD RD RD B E RD RD D D D D D D D PROPOSED BUILDING ADDITION 1 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING ADDITION 2 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING ADDITION 3 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING ADDITION 4 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING ADDITION 5 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING ADDITION 6 10 50 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT R4 0 . 0 0 ' R4.00' R1 0 . 0 0 ' R4.00' R2 9 . 0 0 ' R 6 1 . 0 0 ' 9' WIDE 129°15'17" 6' WALK R15 . 0 0 ' R1 5 . 0 0 ' R14 . 0 0 ' 6' WALK R1 5 . 0 0 ' R5 . 0 0 ' R10.00' ALIGN WITH STOOP 1 0 . 0 0 ' R 1 5 0 . 0 0 ' R35.00' R 2 0 0 . 0 0 ' R1 4 . 0 0 ' R5.00' 6' WALK ALIGN WALK WITH EDGE OF STOOP 3.00' 3 . 0 0 ' R5 . 0 0 ' R5 . 0 0 ' 6' WALK 6' WALK 90°0'29 " 10 5 ° 0 ' 0 " 165° 0 ' 0 " 152° 2 6 ' 4 1 " 113°50 ' 3 2 " 126°29'5 9 " 20 . 0 0 ' 2 7 . 7 4 ' 34.85 ' 90°0'0" 7 . 7 7 ' 10' WALK DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C1.05 GEOMETRIC PLAN WEST 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES PI BASELINE FOR DIMENSIONS POINT OF INTERSECTION PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND NOT FOR CONSTRUCTION CITY SUBMITTAL Page 38 of 113 A R T I F I C I A L T U R F F I E L D BITUMIN O U S 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.63 7 . 725.21 3 . 2 5.0 2 0 . 9 31.0 3 . 7 40.4 1 0 4 . 6 111.6 1 3 . 0 2.0 4 2 . 9 98.7 L=5.1 B I T U M I N O U S B I T U M I N O U S BLEACHERS RUB B E R S U R F A C E CONC CONCCONC CONC CONCRETE CONCRET E G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=932.14 TNH=943.95 SPIKE=944.88 SHED B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS RU B B E R S U R F A C E RU B B E R S U R F A C E CONC CONC CONC CONCRETE CONCRETE CONC 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 19 20 21 23 24 25 26 27 22 BE RD RD B E RD D D D D D D D D D D D D D D D D D D D DD D D S D D D D PROPOSED BUILDING ADDITION 1 28 20 6 60 50 NO PARKING NO PARKING EV ONLYEV ONLYEV ONLYEV ONLY 6 REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING R4 0 . 0 0 ' R4.00' R5.00' R5 . 0 0 ' R 1 5 . 0 0 ' R10 . 0 0 ' R5. 0 0 ' R20.00' 2 0 . 0 0 ' R1 0 . 0 0 ' R4.00' R29 . 0 0 ' R 6 1 . 0 0 ' 9' WIDE 129°15'17" R200.0 0 ' 20.00' 10' WIDE 7' WALK ALIGN WITH EDGE OF STOOP ALIGN WITH EDGES OF STOOPSALIGN WITH EDGES OF STOOP ALIGN WITH EDGE OF STOOP ALIGN WITH BUILDING CORNER ALIGN WITH BUILDING CORNER R10.00 ' R1 5 . 0 0 ' R5 . 0 0 ' ALIGN WITH STOOP 1 0 . 0 0 ' 152 ° 2 6 ' 4 1 " 113°50 ' 3 2 " 126°29'5 9 " 2 0 . 0 0 ' 2 7 . 7 4 ' 34.85 ' 90°0'0" 7 . 7 7 ' 10' WALK 2 4 . 0 0 ' 63.00'75.75' 181.00' 10 8 . 0 0 ' 24.00' R20 . 0 0 ' R2 0 . 0 0 ' R6 0 . 0 0 ' R 8 . 0 0 ' R76.0 0 ' R100 . 0 0 ' R120.00' R15.00' R150.00' 20.00' 24.0 0 ' 1°35'52" 8' WALK R5 0 . 0 0 ' R1 5 2 . 9 3 ' R5.0 0 ' R5. 0 0 ' ALIGN WITH EXISTING WALK R10. 0 0 ' R4.0 0 ' R4. 0 0 ' R 4 . 0 0 ' 20 . 0 0 ' R 1 0 0 . 0 0 ' R1 0 0 . 0 0 ' R10.0 0 ' R10 . 0 0 ' R15.00' R15 . 0 0 ' R5. 0 0 ' 8' WALK ALIGN WITH EDGES OF STOOPS 110 ° 0 ' 0 " 160°0'0" 8' WALK 8' WALK 7' WALK R1 0 . 0 0 ' R10 . 0 0 ' R 2 0 . 0 0 ' 1 0 . 0 0 ' R1 5 . 0 0 ' R20. 0 0 ' R 2 6 . 0 0 ' 8. 0 7 ' R4.0 0 ' R 4 . 0 0 ' R 5 . 0 0 ' R5.0 0 ' R5. 0 0 ' DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C1.06 GEOMETRIC PLAN CENTRAL 1.REFER TO SHEET C1.05, GEOMETRIC PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES PI BASELINE FOR DIMENSIONS POINT OF INTERSECTION PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND NOT FOR CONSTRUCTION CITY SUBMITTAL Page 39 of 113 WETLAND FLAG SEE GENERAL NOTES SHED MAINTENANCE MH TOP =930.2 G R A V E L B I T U M I N O U S A R T I F I C I A L T U R F F I E L D G R A S S CONCRETE CONCRETE CON C R E T E B I T U M I N O U S STONE WALL STONE WALL 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE BITUMIN O U S BRIDGE IC E E L E V A T I O N = 9 2 4 . 0 F E E T D E C . 4 , 20 2 3 8.4 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03 . 5 22.0 36.36.46.31 6 . 0 8.014.42 7 . 6 3 7 . 7 25.2 1 3 . 2 5.0 2 0 . 9 31.0 1 0 4 . 6 1 3 . 0 TNH=932.14 B I T U M I N O U S B I T U M I N O U S BITUMINOUS CONCRETE CONCRETE CONC CONC 18 19 20 21 23 24 22 D D D D D D D D D D D D D D D REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT PROPOSED BUILDING BASE BID BUILDING LIMIT ALTERNATE BID BUILDING LIMIT R4 0 . 0 0 ' R4.00' R5.00' R5 . 0 0 ' R 1 5 . 0 0 ' R10 . 0 0 ' R5. 0 0 ' R20.00' 2 0 . 0 0 ' R1 0 . 0 0 ' R4.00' R29 . 0 0 ' R 6 1 . 0 0 ' 9' WIDE 129°15'17" 6' WALK R15 . 0 0 ' R1 5 . 0 0 ' R14 . 0 0 ' 6' WALK R200.00 ' 20.00' 10' WIDE 7' WALK ALIGN WITH EDGE OF STOOP ALIGN WITH EDGES OF STOOPSALIGN WITH EDGES OF STOOP ALIGN WITH EDGE OF STOOP ALIGN WITH BUILDING CORNER ALIGN WITH BUILDING CORNER 8' WALK 8' WALK R5 4 . 0 0 ' R16. 0 0 ' R54.00 ' R10.00 ' R2 . 0 0 ' 90°0'0" 140°4 4 ' 2 0 " 1 3 5 ° 0 ' 0 " R5.00' R5 . 0 0 ' 10.00' ALIGN WITH STOOP 152 ° 2 6 ' 4 1 " 113°50 ' 3 2 " 126°29'5 9 " 2 0 . 0 0 ' 2 7 . 7 4 ' R4.0 0 ' R 4 . 0 0 ' R 5 . 0 0 ' R5.0 0 ' R5. 0 0 ' DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C1.07 GEOMETRIC PLAN EAST 1.REFER TO SHEET C1.05, GEOMETRIC PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES PI BASELINE FOR DIMENSIONS POINT OF INTERSECTION PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND NOT FOR CONSTRUCTION CITY SUBMITTAL Page 40 of 113 SHED CONC CONC CONCRETE B I T U M I N O U S BITUMI N O U S STONE WALL STONE WALL 8 FOOT CHAIN LINK FENCE G R A S S G R A S S 24.216 . 2 T R E E S BITUMINOUS R1 0 1 . 0 0 ' R1 4 . 0 0 ' R9 8 . 9 8 ' R60.00' 58.00' 20.0 0 ' 58 . 0 0 ' 10 FT. CHAIN LINK FENCE 10 FT. CHAIN LINK FENCE T E N N I S B I T U M I N O U S 29.8 12 . 0 0.5 24 . 7 34.4 11 . 4 0.4 1.7 22.0 11 . 7 6.0 4. 0 20.3 20.3 3. 9 6.0 11 . 6 22.0 1.6 0.5 11 . 4 81.0 15 . 7 25.9 12 . 3 21.0 0. 5 94.1 6. 3 39.8 1.02.7E 9 10 B I T U M I N O U S C O N C R E T E LOADING DOCK CONC STEPS G R A S S TNH=975.26 TNH=981.64 C O N C R E T E T.E. PAR. 212A T.E. PAR. 212A PAR. 212A D D D D NO PARKING 370.00' R3 0 . 0 0 ' R100.00' R45.00' R55.00' R15.00' 135° 0 ' 0 " 1 3 5 ° 0 ' 0 " 40.00' 50.00' 50 . 0 0 ' 1 4 5 ° 0 ' 0 " 1 4 5 ° 0 ' 0 " 18 0 . 0 0 ' 170°0'0" 80.00' 164.57' 23 0 . 0 0 ' 5' WALK 5' WALK R 1 6 . 0 0 ' R 1 6 . 0 0 ' 94.1 6. 3 39.8 1.02.7 18 6 . 3 13 . 8 1.0 2. 7 29.1 20.5 40 . 1 16.3 4.14. 1 35 . 7 60.0 35 . 5 2.0 21 . 0 2.0 35 . 5 60.1 13 1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W. B I T U M I N O U S B I T U M I N O U S LOADING DOCK G R A S S G R A S S FKA: MURPHY STREET TNH=974.60 TNH=975.26 CONC STEPS CONC STEPS LA C O N C R E T E C O N C R E T E C O N C R E T E CONC CONC 30 . 0 65.0 2 . 7 1 . 0 12.5 2.71.0 62.8 11.7 2 . 7 2 . 0 P A R C E L 2 1 2 A P A R C E L 2 0 9 2 1 2 A S NO PARKING R 3 0 . 0 0 ' 5' WALK DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C1.08 GEOMETRIC PLAN FIELDS 2 C1.08 SOUTHEAST FIELD 3 C1.08 SOUTH 1 C1.08 NORTHEAST FIELD 1.REFER TO SHEET C1.05, GEOMETRIC PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES PI BASELINE FOR DIMENSIONS POINT OF INTERSECTION PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND NOT FOR CONSTRUCTION CITY SUBMITTAL Page 41 of 113 IC E E L E V A T I O N = 9 2 2 . 4 DE C . 4 , 2 0 2 3 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP ST S 18"RCP ST S 12"RCP S T S 12 " R C P S T S 1 2 " R C P S T S 24"RCP ST S 12 " P V C S T S 15"RCP INV=924.4 15"RCP S T S 15"RCP S T S 12"RCP ST S 12"RCP S T S INFILTRATION AREA (P) 12" R C P ST S DT(P) D T ( P ) 12 " R C P ST S TOP = INV = SMH 941. 4 928. 9 N E , S TOP=INV= CB 940.6927.2E INV=927.1W TOP=INV= SMH 930.2922.9 NINV=923.0 SINV=923.1 SE TOP=INV= SMH 929.0924.0 TOP=INV= MH 942.1934.3 NW, SW INV=934.2 NE TOP=INV= CB 941.0937.1 TOP= INV= MH 941.6 935.7 TOP=INV= CB 941.0 935.4 SW,NEINV=936.7 N TOP= INV= SMH 941.9 934.55 TOP=INV= SMH 938.3929.8 C O V E R E D L O A D I N G D O C K 1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068 40.2 6 0 . 1 60 . 1 40.2 164.2 1 2 . 0 10.2 25.0 2 5 . 0 3.5 1 0 . 0 18.0 4 3 . 3 35.1 0 . 1 122.2 8 3 . 5 41.3 2 4 . 4 41.4 1 2 . 6 13.9 19.9 2 0 . 9 192.3 34.2 4 1 . 1 90.292.6 32.6 1 0 . 5 5.3 2 1 . 4 5 4 . 3 5.4 2 1 . 4 32.5 1 0 . 6 61.0 3 3 . 3 129.5 115.2 4 3 . 1 3.6 1 2 . 9 144.1 1.5 1 2 . 9 4 3 . 6 138.9 5 9 . 9 1 9 . 7 14.3 2 1 . 3 3 9 . 3 22.9 1 . 3 8.5 3 4 . 7 8.5 7 3 . 3 109.4 8.4 3 4 . 7 8.5 3 7 . 3 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.637.725.21 3 . 2 5.0 2 0 . 9 31.0 111.6 1 3 . 0 2.0 4 2 . 9 98.74 3 . 8 3.6 1 2 . 9 1 1 . 8 3.8 4 4 . 0 L=5.8 L=5.6 L=5.4 L=5.3 L=5.3 L=5.1 22.9 MA I N T E N A N C E GA R A G E DETAIL NO SCA L E O V E R H A N G 8 4 . 0 TOP= INV= BH 941.2 938.8 12" PEP S T S TOP= INV= SMH 942.1 933.8 N W INV= 9 2 8 . 7 N E INV= 9 2 8 . 5 S W SMH PARKE D O N TOP = 9 4 2 . 1 12"RCP ST S8" PVC ST S TOP= INV= SMH 934.1 925.2SWINV=925.1NE TOP= INV= SMH 930.2 924.7SWINV=924.6NE 15 " R C P ST S 15 " R C P ST S TOP=INV= CB 939.4935.0NINV=934.8S TOP= INV= CB 938.3 934.5NINV=934.1SW TOP=INV= CB 937.4934.1 TOP=INV= CB 937.2933.7SWINV=933.4SE10" PVC ST S 10 " P V C S T S 6" PVCST S 1 5 " R C P S T S TOP= INV= CB 937.3 933.4NEINV=932.8SW TOP=INV= CB 937.2932.6NEINV=932.0NW INV=931.0SWTOP=INV= CB 937.2930.9NE,SE 12" PVC S T S 30" RCP ST S 15" PVC ST S SMH TOP=939.2 BOTTOM TANK=930.1 NO VISIBLE PIPES B I T U M I N O U S B I T U M I N O U S 9 3 9 938 939 94 0 941 941 930 935 929 926 927 928940 945944943 942941 939 938 937 936 935 934 933 941 942 94 0 94 294 5 94 6 94 7 94 8 94 9 95 0 939 938 939 940 CONC CONC CONCCONC CONC CONCRET E CONCRET E CONCRET E G R A S S G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=944.85 TNH=932.14 TNH=944.63 TNH=943.95 TNH=942.53 30" RCPST S G R A V E L G R A V E L KEYSTONE WALL CONC STEPS CB PARKED ON TOP =936.5 CONC CONC 2 0 . 5 1 . 2 5 . 0 43.0 5 . 0 2 . 0 2 . 0 49.5 2 . 0 6 . 7 5 . 0 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 BITUM I N O U S BITUM I N O U S BITUM I N O U S KEYSTONE WALL KEYSTONE WALL KEYSTONE WALL 6 FOOT CHAIN LINK FENCE CO N C R E T E G R A V E L B I T U M I N O U S 12"RCP ST S T R E E S T R E E S T R E E S T R E E S BUILDING FOOTPRINT = 208,389 SQ. FT. 945 950 955 9 6 0 965 970 975 980 9 8 0 975 9 7 0 9 7 0 9 7 5 9 8 0 9 8 5 95 596096 5 97 0 976 977 978 979 981 982 983 984 974 972 973971 981 9 7 9 9 7 8 977 9 7 6 97 4 9 7 3 972 97 1 96 9 968 98 4 983 9 8 2 9 8 1 9 7 9 9 7 8 9 7 6 9 7 2 9 6 8 9 6 7 9 6 6 9 6 9 968 9 6 7 9 6 69 6 4 9 6 3 9 6 2 9 6 1 9 5 9 9 5 8 9 5 7 9 5 6 954 953 952 951 949 948 947 946 944 942 943 943 944 946 94 7 948949 9 6 3 9 6 1 42" RCP ST S(P) TOP=INV= SMH 936.0923.8NECANNOT ACCESSADDITIONAL INVERTSNO LADDER 13 14 15 16 18 19 20 21 23 12 11 25 26 27 1 22 2 3 4 5 6 7 8 9 10 P A V E R S RD RD RD BE VP RD BE RDRD RD RD CONC . 942 RD RD BE RD 942 BE RD RD RD B E RD RD 942 TOP=INV= CB 927.7923.9(W) INV=924.0(E) F O L F O L FOL FO L FOL FOL FOL UGC UG C UGC UGC U G C UGC UGC UGC U G C MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2" LOWER LEVEL FFE = = ARCH PROPOSED BUILDING ADDITION 1 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 2 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 3 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 4 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 5 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 6 DRI -2 ST-108 ST-109 ST-110 ST-111 ST-112 ST-113 ST-114 ST-115 ST-116 ST-117 ST-118 ST-131 ST-132 ST-133 ST-134 ST-135 ST-136 43.0 43.0 43.0 43.0 43.0 43.0 43.0 33.0 43.0 43.0 42.9 42.9 42.9 42.9 42.9 42.9 42.9 42.9 43.0 42.9 42.9 42.7 42.5 42.1 42.7 41.4 41.6 41.7 42.6 42.6 42.441.9 41.9 42.6 42.5 42.9 42.4 ME 42.3 ME 42.3 ME 42.4 ME 42.4 ME 42.3 42.5 42.5 41.5 42.8 43.1 46.7 47.8 ME 45.0 ME 35.0 ME 32.3 ME 32.5 ME 32.7 ME 34.2 ME 33.5 ME 30.2 ME 30.2 ME 30.1 ME 30.3 ME 29.8 ME 31.9 ME 29.6 ME 32.3 ME 32.6 ME 32.8 ME 32.7 ME 32.0 ME 38.2 ME 32.3 41.9 ME 42.5 41.7 ME 42.0 ME 42.6 ME 42.5 ME 42.5 ME 42.5 42.8 ME 42.7 ME 42.942.4 ME 42.5 42.4 42.5 42.9 42.9 ME 42.8 42.9 ME 42.8 ME 42.4 ME 42.6 ME 42.0 41.6 41.1 41.941.9 41.9 41.7 41.4 40.942.143.5 ME 43.0 ME 42.6 ME 42.4 ME 42.3 ME 41.7 ME 42.2 ME 42.4 ME 42.4 ME 42.6 ME 42.4 ME 42.2 ME 42.4 ME 42.5 ME 42.2 ME 42.8 ME 45.5 ME 48.0 ME 47.9 ME 46.7 ME 46.0 ME44.5 ME 41.3 41.6 42.0 42.342.0 41.85 42.15 42.15 41.94 41.6 42.3 42.2 42.5 42.3 42.0 42.242.4 41.7 42.8 ME 41.9 42.0 41.4 942 943 944 945 946 947 931 942 942 942 942 941 940 935 S > > > > > > > > >> >> >> >> D > > >> >> D >> D >>>> >> D >> >> D >> >> >> >>>> >> >> >> >> > > >>>>>> >>>> > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> D D >> >> >> >> >> IP IP IP IP IP IP IP [][] IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F 1 C5.01 [] [] [] [] [] [] [] [] 1 C5.01 PROVIDE DAILY SWEEPING C5.01 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C2.01 EROSION CONTROL PLAN WEST 955 54.6 955 D >>>> >>>>>>>>>> SF SF [][] REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED STORM SEWER PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) INLET PROTECTION DEVICE AT STORM SEWER INLET PROPOSED SILT FENCE PROPOSED SEDIMENT CONTROL LOG PROPOSED ROCK CONSTRUCTION ENTRANCE PROPOSED EROSION CONTROL BLANKET PROPOSED TEMPORARY DIVERSION BERM PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND IP 1 C5.01 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. 2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 4.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 5.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS. 6.IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENTATION, CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHER CONVEYANCE DEVICES AS NECESSARY, INCLUDING ASSOCIATED RESTORATION. 7.INLET PROTECTION DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST OF APPROVED PRODUCTS: a.ROAD DRAIN "TOP SLAB", MANUFACTURED BY WIMCO b.ROAD DRAIN "CURB & GUTTER", MANUFACTURED BY WIMCO c.INFRASAFE "SEDIMENT CONTROL BARRIER", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. d.INFRASAFE "DEBRIS COLLECTION DEVICE", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. e.INFRASAFE "CULVERT INLET PROTECTOR", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. f.DANDY SACK, MANUFACTURED BY DANDY PRODUCTS, INC. g.DANDY CURB SACK, MANUFACTURED BY DANDY PRODUCTS, INC. h.OR APPROVED EQUAL. 8.PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED WITH ORANGE SNOW FENCE. DO NOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR MATERIALS TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE DELINEATED AREAS. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTION LIMITS TO COMPLY WITH THE MN CONSTRUCTION STORMWATER PERMIT. NOTES NOT FOR CONSTRUCTION CITY SUBMITTAL Page 42 of 113 TOP=INV= SMH 935.5929.1EINV=929.0S,NW 15" P V C S T S 12 " P V C S T S A R T I F I C I A L T U R F F I E L D BITUMIN O U S 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP ST S 12"RCP ST S 2 4 " R C P S T S 2 4 " R C P S T S 24"RCP S T S 8" V C P S T S 8 " P V C S T S 21"RCP ST S TOP= INV= SMH 935.4 928.6 NINV=928.4 SINV=932.1 NW INV=929.0 E TOP=INV= CB 943.4938.8 TOP=INV= CB 932.9930.4 SINV=930.2 N TOP=INV= SMH 930.2922.9 NINV=923.0 SINV=923.1 SE 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.63 7 . 725.21 3 . 2 5.0 2 0 . 9 31.0 3 . 7 40.4 1 0 4 . 6 111.6 1 3 . 0 2.0 4 2 . 9 98.7 L=5.1 TOP= INV= CB 939.4 935.0NINV=934.8S TOP=INV= CB 938.3934.5N INV=934.1SW TOP=INV= CB 937.4934.1 TOP=INV= CB 937.2933.7SWINV=933.4SE10" PVC ST S 10 " P V C S T S 6" PVCST S 1 5 " R C P S T S TOP=INV= CB 937.3933.4NE INV=932.8SW TOP=INV= CB 937.2932.6NEINV=932.0NW 12" PVC S T S 30" RCP ST S 15" PV C ST S TOP=INV= CB 939.3933.9SEINV=929.5SWINV=928.4NE 36 " R C P ST S 36 " R C P ST S 18" RCPST S 12" PVCST S TOP=INV= CB 939.4935.2SWINV=934.2E INV=933.5NW 2 7 " R C P S T S 21" RCP S T S TOP=INV= SMH 934.0928.4NINV=928.3S INV=928.25EINV=928.2W TOP=INV= CB 932.5929.3NINV=929.2S 18" PVC ST S TOP=INV= CB 934.6930.710" PVC ST S TO P = IN V = CB 93 4 . 3 93 0 . 4 A L L TOP=INV= CB 934.4929.9 TOP=INV= CB 933.4929.6NE INV=929.5SEINV=928.1EINV=928.0W 21"RCP ST S 12" PVC ST S TOP=INV= CB 934.8929.5ALL TOP= INV= SMH 935.5 929.4ALL 15" PVC S T S 12 " P V C S T S 1 5 " P V C S T S TOP= INV= SMH 935.5 929.2ALL 1 5 " P V C S T S TOP= INV= CB 939.7 936.0 TOP=INV= CB 939.6936.1 TOP=INV= CB 939.7935.8NINV=935.4EINV=934.5SW TOP=INV= CB 939.7936.1EINV=935.7W 15" PVC ST S 12" PVC ST S12 " R C P ST S TOP=INV= CB 939.1933.1SE,NW CB(BURIED) TOP=935.4 SUMP=932.1 NO PIPES VISIBLE SMH TOP=937.1 INV=927.3 N,SW INV=930.9 E TOP=INV= CB 934.3930.3WINV=926.5S INV=926.1N 36 " P V C S T S B I T U M I N O U S B I T U M I N O U S 941 942 943 944 945 9 4 6 950 945 935 934 9 3 5936937 934 935 935936937938939 940 941 945 942 943 944940 9 3 9 938 939 94 0 941 941 940 938 9399379 3 5 934 933 932 930 935 929 926 927 928 938 BLEACHERS RUB B E R S U R F A C E CONC CONCCONC CONC CONCRETE CONCRET E G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=932.14 TNH=943.95 SPIKE=944.88 TOP=INV= CB 938.6932.8SE INV=927.9SWINV=927.7NE 2 7 " R C P S T S SHED B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS RU B B E R S U R F A C E RU B B E R S U R F A C E 10" PVC ST S 10" PVC ST S CONC CONC CONC CONCRETE CONCRETE CONC 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 36 " P V C S T S 42" RCP ST S(P) TOP=INV= SMH 936.0923.8NE CANNOT ACCESSADDITIONAL INVERTSNO LADDER 19 20 21 23 24 25 26 27 22 BE RD RD B E RD 942 TOP=INV= CB 927.7923.9(W)INV=924.0(E) FOL FOL FOLFOL FOL FOL UGC UGC U G C IN P L A C E - E X T E N T U N K N O W N FOL FFE = 936.0 = ARCH 93'-0" MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2" LOWER LEVEL FFE = = ARCH PROPOSED BUILDING ADDITION 1 PROPOSED BUILDING ST-101 ST-102 ST-103 ST-104ST-105ST-106 ST-107 ST-124 ST-125 ST-126 ST-136 43.0 43.0 36.6 36.0 36.0 36.0 36.0 36.0 36.0 36.036.0 36.0 36.036.0 36.0 42.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.8 35.7 35.4 TC 35.1 36.1 34.7 35.9 36.5 34.4 34.7 34.0 34.3 29.8 ME 31.9 ME 29.6 ME 32.3 ME 32.6 ME 32.8 ME 32.7 ME 32.0 ME 32.8 ME 33.0 ME 33.4 ME 38.2 ME 36.4 36.3 38.2 ME 35.5 35.5 35.5 35.8 35.5 35.8 35.6 35.5 35.5 35.5 35.5 35.5 35.5 35.5 35.8 35.8 35.5 35.5 35.5 36.0 35.5 35.5 35.535.535.535.535.535.5 35.5 35.8 35.835.535.5 35.5 35.5 35.5 35.5 42.5 42.4 42.5 42.9 42.9 ME 42.8 42.6 ME 34.1 93 6 93 6 93 5 93 5 935 93 5 93 5 9 3 5 935 935 935 935 93 4 93 3 932 931 932 933 934 935 93 6 935 935 935 934 934 935935 935 936 937 938 939 940 940 940 941 942 S S D >> >> D >> >> >> >> D >> >> >> >> >> >> D > > > > > > > > > > > > >>>>>>>>>>>> > > > > > > >> D >> >>D > > > > >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >>>> >> >> >>>> >> >> >>>>>> >> >> D D D > > >> >>>> D > > > > > > >> >> >> >> D >> >> > > > > > > >> >> >>>> >> D >> >> > > > > > > > > D D D D D D D DD >> >>D >> > > > > >>>>>>>>>>>>>>>> >>>>>>>>>>>>D >>>>>> S BS 1 INV: 924.50 MECH: XX'XX" 86 DFUs LIFT STATION RIM: 935.4 INV: 924.30 6" N INV: 924.66 4" S REFER TO C5.02 8' - 6" SCH 40 PVC @ 2.41% >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>> >> > > > > > > >>>>>> >> D D > > D D >>>>>>>> >> >> >> IP IP [] [] [] [] [] [] [ ] IP IP IP IP IP IPIPIP IPIP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IPIPIP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP SF SF SF SF SF SF 3 C5.01 1 C5.01 PROVIDE DAILY SWEEPING PROVIDE DAILY SWEEPING PROVIDE DAILY SWEEPING 2 C5.01 [] [] [] SF SF SF CONCRETE WASHOUT DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C2.02 EROSION CONTROL PLAN CENTRAL 955 54.6 955 D >>>> >>>>>>>>>> SF SF [][] REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED STORM SEWER PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) INLET PROTECTION DEVICE AT STORM SEWER INLET PROPOSED SILT FENCE PROPOSED SEDIMENT CONTROL LOG PROPOSED ROCK CONSTRUCTION ENTRANCE PROPOSED EROSION CONTROL BLANKET PROPOSED TEMPORARY DIVERSION BERM PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND IP 1 C5.01 1.REFER TO SHEET C2.01, EROSION CONTROL PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES NOT FOR CONSTRUCTION CITY SUBMITTAL Page 43 of 113 WETLAND FLAG SEE GENERAL NOTES SHED MAINTENANCE MH TOP =930.2 TOP= INV= CB 935.9 931.7 TOP=INV= CB 936.2931.8NINV=931.7SW 12" PVC ST S 12" PVC S T S TOP=INV= CB 12 " P V C S T S 926 927 928 929 930 926 92792892 9 925 9 2 5 9 2 6 9 2 7 9 3 3 9 2 8 9 2 9 9 3 0 9 3 1 9 3 2 9 3 4 96 0 9 3 6 937 938 936 G R A V E L B I T U M I N O U S A R T I F I C I A L T U R F F I E L D G R A S S CONCRETE CONCRETE CON C R E T E B I T U M I N O U S STONE WALL STONE WALL 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE BITUMIN O U S BRIDGE IC E E L E V A T I O N = 9 2 4 . 0 F E E T D E C . 4 , 20 2 3 TOP=INV= DG 958.1DROP PIPE CB (P) 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP 24"RCP S T S 15"RCP INV=924.4 21"RCP ST S TOP=INV= SMH 930.2922.9 N INV=923.0 SINV=923.1 SE 8.4 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03 . 5 22.0 36.36.46.31 6 . 0 8.014.42 7 . 6 3 7 . 7 25.2 1 3 . 2 5.0 2 0 . 9 31.0 1 0 4 . 6 1 3 . 0 TOP=INV= SMH 934.1925.2SW INV=925.1NE TOP=INV= SMH 930.2924.7SWINV=924.6NE 15 " R C P ST S 15 " R C P ST S TOP=INV= SMH 934.0928.4NINV=928.3S INV=928.25EINV=928.2W TOP=INV= CB 932.5929.3NINV=929.2S 10" PVC ST S TO P = IN V = CB 93 4 . 3 93 0 . 4 A L L TOP=INV= CB 933.4929.6NEINV=929.5SEINV=928.1EINV=928.0W 935 934 932 930 935 929 926 927 928 TNH=932.14 B I T U M I N O U S B I T U M I N O U S BITUMINOUS 10" PVC ST S 10" PVC ST S CONCRETE CONCRETE CONC CONC 42" RCP ST S(P) TOP=INV= SMH 936.0923.8NECANNOT ACCESSADDITIONAL INVERTSNO LADDER 18 19 20 21 23 24 22 TOP=INV= CB 927.7923.9(W)INV=924.0(E) U G C UGC UGC UGC U G C FFE = 936.0 = ARCH 93'-0" PROPOSED BUILDING ST-101 DRI -1 ST-102 ST-103 ST-110 ST-119 ST-120 ST-121 36.0 36.0 36.0 36.036.0 36.0 36.036.0 35.9 35.9 35.9 35.9 35.9 35.9 35.9 ME 32.5 ME 32.7 ME 34.2 ME 33.5 ME 30.2 ME 30.2 ME 30.1 ME 30.3 ME 29.8 ME 31.9 ME 29.6 ME 32.3 ME 32.6 ME 32.8 ME 32.7 ME 32.0 ME 32.8 ME 35.5 35.5 35.8 35.5 36.0 35.5 35.5 35.535.535.535.535.535.5 35.5 35.8 35.835.535.5 35.5 35.5 35.5 32.3 42.6 ME 34.1 93 5 9 3 5 935 935 935 935 93 4 93 3 932 931 932 D >> >> >> >> >> >> D > > > > > > > > > > >> D >> >> >> >> >> >> >> >> >> >> >> D D >>>>>> >> > > > > > > > > >>>> >> >> POND 7P BOTTOM ELEVATION: 916.00 BOTTOM AREA: 922 SF EOF: 930.00 HWL: 929.84 NWL: 926.00 INFILTRATION BASIN 8P BOTTOM ELEVATION: 923.00 BOTTOM AREA: 2,610 SF EOF: 930.80 HWL: 928.60 WQV ELEVATION: 926.70 D >> D >> D D D D >>>>>>>>>>>> >>>>>>>>>>>>>>>> >>>>>>>>>>>>D BS 1 INV: 924.50 >>>> >> > > > > > > >>>>>> >> D > > D > > D >> [] [] [] [] [] [] [][][][] [] [] [] [] [] [] [] [] [] [] [] [] [] [ ] [ ] [ ] [ ] [ ] [ ] IP IP IP IPIPIP IP IP IP IP IP IP IP IP IP IP IP IP IP IP S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F 1 C5.01 1 C5.01 2 C5.01 1 C5.01 2 C5.01 POROUS BAFFLES, COMPOSED OF PREWASHED BURLAP FENCING, CATEGORY 4 WOOD FIBER BLANKET OR CATEGORY 5 WOOD OR COCONUT BLANKET. POSTS MUST BE SUFFICIENT TO BAFFLE VERTICAL AT ALL TIMES. BAFFLE SHALL HAVE THE FLOC SOCK ATTACHED BY WIRE. PROVIDE 4 FLOC SOCKS EVENLY SPACED ACROSS THIS LENGTH.FLOATING HEAD SKIMMER MONITOR pH AND TURBIDITY OF DISCHARGE WATER EVERY HOUR UNTIL PERFORMANCE IS DETERMINED. THE GOAL OF pH IS 7.0. IF TURBIDITY EXCEEDS A DEFINED NUMBER, A FLOCCULENT RECIRCULATION SYSTEM MUST BE INSTALLED. ALKALINE pH ADJUST SHALL BE IN THE FORM OF CO2 SPARGING. AFTER pH AND TURBIDITY PERFORMANCE IS DEEMED SUITABLE BY THE ENGINEER, TAKE READINGS FROM THE OUTFALL PIPE TWICE PER WEEK. SAMPLES WILL BE COLLECTED IN A CLEAR PLASTIC BOTTLE. SAMPLES WILL BE CONSIDERED PASSING IF A PERSON'S HAND IS CLEARLY VISIBLE THROUGH THE BOTTLE. TESTS THAT DO NOT PASS REQUIRE CONTRACTOR TO MODIFY EROSION CONTROL OR ENGAGE CONTINGENCY PLAN. DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C2.03 EROSION CONTROL PLAN EAST 955 54.6 955 D >>>> >>>>>>>>>> SF SF [][] REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED STORM SEWER PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) INLET PROTECTION DEVICE AT STORM SEWER INLET PROPOSED SILT FENCE PROPOSED SEDIMENT CONTROL LOG PROPOSED ROCK CONSTRUCTION ENTRANCE PROPOSED EROSION CONTROL BLANKET PROPOSED TEMPORARY DIVERSION BERM PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND IP 1 C5.01 1.REFER TO SHEET C2.01, EROSION CONTROL PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES NOT FOR CONSTRUCTION CITY SUBMITTAL Page 44 of 113 SHED 96 0 96 1 949 9 5 1 950 955 960 961 962 CONC CONC CONCRETE B I T U M I N O U S BITUMI N O U S STONE WALL STONE WALL 8 FOOT CHAIN LINK FENCE 964 96 6 96 7 968 9 6 3 9 6 4 9 6 7 9 6 8 96 2 96 2 962 962 963 962 9 6 3 963 959958957956954953952 961 96 5 9 6 5 960 955 950 955 12" DIP G R A S S G R A S S 24.216 . 2 T R E E S BITUMINOUS GAS GA S G A S STORM FORCEMAIN (P) TOP= INV= DG 958.1 DROP PIPE CB (P) >>>>>>>>>> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> 10 FT. CHAIN LINK FENCE 10 FT. CHAIN LINK FENCE T E N N I S B I T U M I N O U S 944 945 9 4 6 9 4 7 9 4 8 9 4 9 9 5 0 960 955 950 963 964 FOL 6"PEP ST S 12 " P V C S T S 6"PEP ST S 12 " P V C S T S TOP=INV= CB 965.3961.15 TOP= INV= DRYWELL965.9 961.3 BOTTOMINV=961.4 TO PIPE 29.8 12 . 0 0.5 24 . 7 34.4 11 . 4 0.4 1.7 22.0 11 . 7 6.0 4. 0 20.3 20.3 3. 9 6.0 11 . 6 22.0 1.6 0.5 11 . 4 81.0 15 . 7 25.9 12 . 3 21.0 0. 5 94.1 6. 3 39.8 1.02.7E 9 10 B I T U M I N O U S 965 966 970 975 980 C O N C R E T E LOADING DOCK CONC STEPS G R A S S TNH=975.26 TNH=981.64 C O N C R E T E 67.1 67.1 67.1 67.1 67.1 67.1 67.1 67.1 65.1 65.1 65.1 65.1 65.1 65.1 65.1 65.1 64.9 64.4 64.4 64.4 64.4 64.4 64.4 64.464.9 64.9 64.9 64.9 64.9 64.9 65.1 65.1 65.1 65.1 65.1 65.1 65.1 65.161.4 61.7 EOF 61.9 62.2 62.8 63.5 ME 63.2 ME 63.1 ME 62.5 ME 62.2 ME 62.1 62.4 63.0 63.1 63.4 61.2 ME 64.8 64.6 64.4 63.8 64.364.3 64.2 64.3 TW61.3 BW61.2 ME 64.3 TW 63.3 BW 63.2 ME 63.9 64.264.1 64.0 ME 64.3 64.6 64.8 64.3 65.0 ME 64.7 ME 64.6 64.6 65.0 64.9 ME 65.3 65.4 65.5 65.4 TW64.5 BW 64.4 ME 65.9 65.9 66.0 66.0 TW63.8 BW 63.7 ME 66.2 66.2 TW65.0 BW63.2 ME 62.9 62.3 63.5 ME 63.8 ME 65.1 ME64.3 64.7 64.9 ME 65.3 ME 72.6 ME73.5 ME74.3 ME 74.6 ME 75.3 ME 74.7 ME 65.2 ME65.1 ME65.0 ME65.0 ME65.0 ME 65.1 ME 65.6 ME65.4 ME65.3 ME 65.3 ME 65.0 ME 64.4 ME 63.2 ME 63.1 74.8 74.7 74.474.6 74.5 73.6 73.5 74.4 72.7 72.6 72.7 72.3 ME 71.9 72.0 71.9 71.8 70.9 71.0 71.1 71.0 67.2 67.3 67.4 67.3 66.366.4 63.6 64.6 64.8 ME 64.8 ME 64.5 64.9 65.6 65.0 964 963 962 961960 966 967 967 966 965 965 965 966 967 968 969 970 971 972973 97 5 974 9 7 1 97 0 96 9 968 967 966 9 6 5 967 9 6 6 9 6 5 9 6 4 9 6 3 966 965 964 964 D >> >> >> >> >> >>>>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>D > > > > D >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> > > > > > > > > >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>> >>D >>>>>>>>>>>> >> >> >> >> >> >> >> > > >> >> > > >> >> >> >> >>>>>>>> > > IP IP IP IP IP IP IPIPIPIPIPIPIP SF SF SF SF SF SF SFSFSFSFSF SF SFSFSFSF SF 1 C5.01 1 C5.01 PROVIDE DAILY SWEEPING SF SF SF SF SF SF SF 1 C5.01 [] [] [] [] [] [] SF SF SF 10 " P V C 15"RCP 15"RCP 15"RCP 1 2 " R C P S T S 1 2 " R C P S T S 24"RCP ST S 15 " R C P S T S 18"RCP ST S ST S 1 5 " R C P S T S 15 " R C P ST S 21"RCP ST S TOP=INV= CB 974.5971.1 TOP=INV= CB 974.7971.4BOTTOM=969.1 TOP=INV= SMH 975.0968.7 TOP=INV= SMH 976.9971.7 EINV=972.0 STOP=INV= CB W 976.7973.1 BOTTOM=970.9 TOP=INV= CB 976.6972.7 N TOP= INV= SMH 976.9 972.4 TOP=INV= SMH 974.0968.0 TOP=INV= MH 975.4968.1 TO PIPEINV=967.4 TOP BOTTOM TOP= INV= CB 968.4 963.5 SINV=963.6 N TOP=INV= CB 968.1963.7 SINV=963.8 N TOP=INV= CB 967.9964.2 94.1 6. 3 39.8 1.02.7 18 6 . 3 13 . 8 1.0 2. 7 29.1 20.5 40 . 1 16.3 4.14. 1 35 . 7 60.0 35 . 5 2.0 21 . 0 2.0 35 . 5 60.1 13 1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W. TOP=INV= CB 973.0969.0 TOP= INV= CB 976.9 970.8WINV=970.4NINV=969.7E TOP= INV= CB 976.5 971.6NW(8"PVC)INV=971.2NW(12"PVC)INV=971.1E 12" RCP ST S 12" PVC ST S 1 2 " P V C S T S 8" PVC ST S B I T U M I N O U S B I T U M I N O U S 96 9 97097197 2 97 3 9 7 5 9769749 7 3 971 972 LOADING DOCK G R A S S G R A S S FKA: MURPHY STREET TNH=974.60 TNH=975.26 CONC STEPS CONC STEPS 969 LA GA S C O N C R E T E C O N C R E T E C O N C R E T E CONC CONC 30 . 0 65.0 2 . 7 1 . 0 12.5 2.71.0 62.8 11.7 2 . 7 2 . 0 FOL FOL FO L FO L UGC UG C U G C UGC U G C U G C U G C U G C U G C U G C 69.3 ME 72.6 ME73.5 ME74.3 ME 74.6 ME 75.3 ME 74.7 ME 74.8 74.7 74.474.6 74.5 73.6 73.5 74.4 72.7 72.6 72.7 72.3 ME 71.972.0970 971 972973 97 5 974 9 7 1 97 0 96 9 S MH 1 RIM: 972.5 INV: 962.05 4" NE 960.68 8" E/W (EX. FIELD VERIFY) 48" DIA R-1642 CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE RUBBER BOOT CONNECTIONS. PROVIDE DAILY SWEEPING SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 1 C5.01 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C2.04 EROSION CONTROL PLAN FIELDS 2 C2.04 SOUTHEAST FIELD 3 C2.04 SOUTH 1 C2.04 NORTHEAST FIELD 955 54.6 955 D >>>> >>>>>>>>>> SF SF [][] REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED STORM SEWER PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) INLET PROTECTION DEVICE AT STORM SEWER INLET PROPOSED SILT FENCE PROPOSED SEDIMENT CONTROL LOG PROPOSED ROCK CONSTRUCTION ENTRANCE PROPOSED EROSION CONTROL BLANKET PROPOSED TEMPORARY DIVERSION BERM PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND IP 1 C5.01 1.REFER TO SHEET C2.01, EROSION CONTROL PLAN WEST, FOR NOTES. 2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. NOTES NOT FOR CONSTRUCTION CITY SUBMITTAL Page 45 of 113 865B 49B W 857A 454E 857A 279B 963D2 344 106D2 454B 155C 155E 865B 865B 454C 963D2 865B Xref .\Project Border.dwg LEGEND PROJECT BOUNDARY SOIL TYPE NATIONAL WETLANDS INVENTORY DWSMA, LOW VULNERABILITY STEEP SLOPES (>33.3%) RECEIVING WATERS IMPAIRED, SPECIAL OR PROTECTED WATERS SOIL TYPE SUMMARY Map Unit Symbol Soil Name Hyd. Soil Group Erodibility MUSYM MUNAME HYDGRP MUHELCL 49B Antigo silt loam, 1 to 8 percent slopes B PHEL 106D2 Lester loam, 10 to 16 percent slopes, moderately eroded C HEL 155C Chetek sandy loam, 8 to 15 percent slopes B HEL 155E Chetek sandy loam, 15 to 25 percent slopes B HEL 279C Otterholt silt loam, 6 to 15 percent slopes B HEL 344 Quam silt loam C/D --- 454B Mahtomedi loamy sand, 3 to 8 percent slopes A PHEL 454C Mahtomedi loamy sand, 8 to 15 percent slopes A HEL 454E Mahtomedi loamy sand, 15 to 25 percent slopes A HEL 857A Urban land-Waukegan complex, 0 to 1 percent slopes ---NHEL 865B Urban land-Hubbard complex, 0 to 6 percent slopes ---NHEL 963D2 Timula-Bold silt loams, 12 to 18 percent slopes, eroded B HEL NHEL - Not Highly Erodible Land PHEL - Potentially Highly Erodible Land HEL - Highly Erodible Land OTHER SUGGESTED LEGEND ITEMS DELINEATED WETLAND WETLAND BUFFER EXISTING STORMWATER POND KARST AREAS IMPAIRED, SPECIAL OR PROTECTED WATERS CALCAREOUS FEN LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN DESCRIPTION SHEET NO. SITE MAP C2.01 DIRECTION OF FLOW C2.XX FINAL STABILIZATION C2.XX SOILS C2.03 DRAINAGE STRUCTURES C1.XX DRAINAGE TABULATION C1.XX STORM SEWER PLAN & PROFILE SHEETS C5.XX - C5.XX EROSION & SEDIMENT CONTROL DETAILS C2.04 EROSION CONTROL TABULATION C2.XX TURF ESTABLISHMENT TABULATION C2.XX NARRATIVE & NOTES C2.01 - C2.02 FEETSCALE 0 100 200 R DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations C2.04 SWPPP SOILS NOT FOR CONSTRUCTION CITY SUBMITTAL Page 46 of 113 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PERMANENT STORMWATER MANAGEMENT SYSTEM: Type of storm water management used if more than 1 acre of new impervious surface is created: PROJECT LOCATION 1-MILEBOUNDARY RECEIVINGWATERS <PROJECT NAME -YEAR> CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA PROJECT LOCATION: RECEIVING WATERS: Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, within 1-mile of the project boundary are identified on the USGS 7.5 min quad map above. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific BMPs relative to construction activities listed in the permit for special, prohibited, restricted, or impaired have been incorporated into this plan. All specific BMPs listed in approved TMDLs and those BMPs listed for construction related waste load allocations have also been incorporated. DESCRIPTION OF CONSTRUCTION ACTIVITIES AND STORMWATER MANAGEMENT: Construction activities include: Site grading, sanitary sewer and water main extensions, temporary erosion and sediment control, and permanent stabilization. Stormwater currently runs off into localized storm sewer that drains to Schwarz Pond. After construction is complete stormwater will continue to drain into Schwarz Pond with no change in drainage patterns. IMPLEMENTATION SCHEDULE AND PHASING: The Contractor is required to provide an updated schedule and site management plan meeting the minimum requirements of Section 1717 of the Minnesota Standard Specifications for Construction. 1)Submit SWPPP Updates to Engineer. Submittal shall include any requested changes to the SWPPP, including but not limited to: Trained Personnel, Locations for Stockpiles, Concrete Washout, Sanitation Facilities, Types and Locations of Erosion & Sediment Control. Failure to submit updates shall be considered acceptance of the SWPPP as designed with no changes. 2)Install perimeter sediment control, inlet protection, and construction exit. 3)Perform demolition and removals. 4)Grade the site to subgrade elevations. 5)Construct stormwater basins and install storm sewer. 6) 7) 8)Add additional temporary BMPs as necessary during construction based on inspection reports. 9)Ensure final stabilization measures are complete. 10)Provide digital copy of all Field SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner. 11)Submit Notice of Termination (NOT) to MPCA. NOTE: The NOT must be submitted to MPCA before Final Stabilization is considered complete. The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This information shall be kept up to date until the project NOT is filed. RESPONSIBLE PARTIES: The Contractor and Owner will be joint applicants under the MPCA's General Stormwater Permit for Construction Activity as required by the National Pollutant Discharge Elimination System (NPDES) Phase II program. The Contractor shall provide one or more trained Construction SWPPP Manager(s) knowledgeable and experienced in the application of erosion prevention and sediment control BMPs that will oversee the implementation of the SWPPP, and the installation, inspection and maintenance of the erosion prevention and sediment control BMPs. A Construction SWPPP Manager must be available for an on-site inspection within 72 hours upon request by the MPCA. ADDITIONAL COMPENSATION Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of BMPs to accommodate Contractor phasing. DOCUMENT RETENTION Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit and for three (3) years following the NOT. GENERAL STORMWATER DISCHARGE REQUIREMENTS All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge have been included in the preparation of this SWPPP. These include but are not limited to: 1.The expected amount, frequency, intensity, and duration of precipitation. 2.The nature of stormwater runoff and run-on at the site 3.Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion. 4.The range of soil particle sizes expected to be present on the site. Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in digital format upon written request to the Engineer. FEETSCALE 0 1000 2000 Wet Sedimentation Basin Infiltration/Filtration Regional Pond Permanent Stormwater Management Not Required COUNTY TOWNSHIP RANGE SECTION LATITUDE LONGITUDE Dakota T115N R19W 29 44.744603 -93.132984 BMP SUMMARY QUANTITY UNIT Rock Construction Exit Each Silt Fence LF Inlet Protection Each NAME OF WATER BODY TYPE (ditch, pond, wetland, lake, etc.) Special, Prohibited, Restricted Water 1 Flows to Impaired Water Within 1-Mile 2 USEPA Approved Construction Related TMDL 3 Schwarz Pond Pond No No No COMPANY CONTACT PERSON PHONE OWNER:XXXXX XXXXX XXX-XXX-XXXX SWPPP DESIGNER:Bolton & Menk, Inc.Lanol Leichty 952-890-0509 CONTRACTOR:TBD TBD TBD CONSTRUCTION SWPPP MANAGER:TBD TBD TBD PARTY RESPONSIBLE FOR LONG TERM O&M:XXXXX XXXXX XXX-XXX-XXXX Total Project Size (disturbed area) =0.0 ACRES Existing area of impervious surface =0.0 ACRES Post construction area of impervious surface =0.0 ACRES Total new impervious surface area created =0.0 ACRES Planned Construction Start Date:XX/XX/XXXX Estimated Construction Completion Date:XX/XX/XXXX PROJECT AREAS: PROJECT LOCATION PROJECT BOUNDARY NATIONAL WETLANDS INVENTORY IMPAIRED, SPECIAL OR PROTECTED WATERS CALCAREOUS FEN OR 1-MILE BOUNDARY LEGEND RECEIVING WATERS R 1 Special, prohibited, and restricted waters are listed in Section 23 of the MN Construction Stormwater General Permit (MNR100001). 2 Identified as impaired under section 303 (d) of the federal Clean Water Act for phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. 3 Construction Related TMDLs include those related to: phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations C2.05 SWPPP PLAN NOT FOR CONSTRUCTION CITY SUBMITTAL Page 47 of 113 Information contained in this SWPPP narrative sheet summarizes requirements of the GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PROGRAM - Permit No: MN Rl0000l (Permit) as they apply to this project. All provisions of the Permit including those not specifically cited herein shall apply to this project. The Contractor is responsible to be familiar with and comply with all conditions of the permit. The full text of the Permit is available at: https://www.pca.state.mn.us/sites/default/files/wq-strm2-80a.pdf SWPPP AMENDMENTS AND SUBMITTALS Contractor must prepare and submit to the Engineer a SWPPP amendment as necessary to include additional Best Management Practices (BMPs) to correct problems identified or address the following situations. 1.Contact information and training documentation for Construction SWPPP Manager and BMP Installer, 2.There is a change in construction method of phasing, operation, maintenance, weather or seasonal conditions not anticipated during the design of the SWPPP including but not limited to: a.Types and/or Locations of BMPs b.Material Storage and Spill Response c.Fueling Plans d.Locations for Stockpiles, Concrete Washout, and Sanitation Facilities and e.Project Phasing 3.It is determined that the SWPPP is not achieving objectives of minimizing pollutants in stormwater discharges associated with construction activity, or 4.The SWPPP is not consistent with the terms and conditions of the permit. The Contractor may implement SWPPP amendments immediately and is not required to wait for Engineer review of the submittal. The responsibility for completeness of SWPPP amendments and compliance with the Permit lies with the Contractor. Review, comment, or lack of comment by the Engineer on a SWPPP amendment shall not absolve the responsibilities of the Contractor in any way. If a change order is issued for a design change the SWPPP amendment will be prepared by the Engineer and included in the change order. In addition to SWPPP amendments, the Contractor shall submit to the Engineer Weekly Erosion and Sediment Control Schedule meeting the requirements of MnDOT 1717. The Contractor shall keep copies of all SWPPP amendments, Weekly Erosion and Sediment Control Schedules, inspection logs, and maintenance logs with the field copy of the SWPPP. A PDF copy of these documents will be provided along with a copy of the final Field Copy of the SWPPP to the Engineer along with the signed Notice of Termination when final stabilization is complete. EROSION PREVENTION PRACTICES Stormwater conveyance channels shall be routed around unstabilized areas. Erosion controls and velocity dissipation devices shall be used at outlets within and along the length of any constructed conveyance channel. The normal wetted perimeter of all ditches or swales, including storm water management pond slopes, that drain waters from the site must be stabilized within 200' of any property edge or discharge point, including storm sewer inlets, within 24 hours of connection. Temporary or permanent ditches or swales used as sediment containment during construction do not need to be stabilized during temporary period of use and shall be stabilized within 24 hours after no longer used as sediment containment. Mulch, hydromulch, tackifier, or similar practice shall not be used in any portion of the wetted perimeter of a temporary or permanent drainage ditch or swale section with a continuous slope of greater than 2 percent. Energy dissipation shall be installed at all temporary or permanent pipe outlets within 24 hours of connection to a surface water or permanent stormwater treatment system. The Contractor shall phase construction and use construction methods to the extent practical to minimize exposed soils. The project phasing shall be documented in the Weekly Erosion and Sediment Control Schedule. SEDIMENT CONTROL PRACTICES Down gradient BMPs including perimeter BMPs must be in place before up gradient land- disturbing activities begin and shall remain in place until final stabilization. All BMPs that have been adjusted or removed to accommodate short-term activities shall be re-installed or replaced the earlier of the end of the work day or before the next precipitation event even if the activity is not complete. Inlet BMPs may be removed for specific safety concerns. The BMPs shall be replaced as soon as the safety concern is resolved. The removal shall be documented in the SWPPP as a SWPPP amendment. Temporary stockpiles must have sediment control BMPs. The Contractor shall prepare and submit to the Engineer a SWPPP amendment showing the location of temporary stockpiles and the BMPs for each stockpile. The SWPPP amendment must meet the minimum requirements of Section 9 of the Permit. Soil compaction shall be minimized and topsoil shall be preserved, unless infeasible or if construction activities dictate soil compaction or topsoil stripping. The use of polymers, flocculants, or other sedimentation treatment chemicals are not proposed as part of this SWPPP as designed by the Engineer. If methods or phasing of construction require the use of any of these chemicals, the Contractor shall prepare and submit to the Engineer a SWPPP amendment that meets the minimum requirements of Section 9 of the Permit. TEMPORARY SEDIMENTATION BASINS A temporary sedimentation basin has not been included in this SWPPP as designed by the Engineer. If a basin is later determined to be desirable or necessary the Contractor shall prepare and submit to the Engineer a SWPPP amendment. Temporary sedimentation basins shall meet or exceed the minimum requirements of Section 14 of the Permit and shall include a basin draining plan meeting or exceeding the minimum requirements of Section 10 of the Permit. Where the site discharges to Special and/or Impaired Waters the SWPPP amendment shall also meet or exceed the minimum requirements of Section 23 of the permit. DEWATERING A dewatering plan has not been included in this SWPPP as designed by the Engineer. If dewatering is required for this project, the Contractor shall prepare and submit to the Engineer a SWPPP amendment. All dewatering shall meet or exceed the minimum requirements of Section 10 of the Permit. POLLUTION PREVENTION Products and materials that have the potential to leach pollutants that are stored on the site must be stored in a manner designed to minimize contact with stormwater. Materials that are not a source of potential contamination to stormwater or that are designed for exposure to stormwater are not required to be covered. Hazardous materials including but not limited to pesticides, fertilizer, petroleum products, curing compounds and toxic waste must be properly stored and protected from stormwater exposure as recommended by the manufacturer in an access restricted area. Solid waste must be stored, collected and disposed of in compliance with Minnesota Administrative Rules Chapter 7035. Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. CH 7041. Exterior vehicle or equipment washing on the project site shall be limited to a defined area of the site. No engine degreasing is allowed on site. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. The Contractor shall prepare and submit a SWPPP amendment detailing the location and BMPs proposed for storage of materials, solid waste, portable toilets, and exterior vehicle or equipment washing on the site. The SWPPP amendment shall include a spill prevention and response plan that is appropriate for the materials proposed to be on the site. The SWPPP amendment shall meet or exceed the minimum requirements of Section 12 of the Permit. INSPECTION & MAINTENANCE A trained person shall routinely inspect the entire construction site at the time interval indicated on this sheet of the SWPPP during active construction and within 24-hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection that occurs within 24-hours after a rainfall event, the next inspection must be conducted at the time interval indicated in the Receiving Waters Table found on the SITE PLAN AND INFORMATION SHEET of the SWPPP. All inspections and maintenance conducted during construction must be recorded on the day it is completed and must be retained with the SWPPP. Inspection report forms are available in the Project Specifications. Inspection report forms other than those provided shall be approved by the engineer. The Contractor may request a change in inspection schedule for the following conditions: a.Inspections of areas with permanent cover to be reduced to once per month, b.Inspections of areas that have permanent cover and have had no construction activity for 12 months to be suspended until construction resumes, c.Inspections of areas where construction is suspended due to frozen ground conditions, inspections to be suspended until the earlier of within 24 hours of runoff occurring, or upon resuming construction. No change in inspection schedule shall occur until authorized by the Engineer. Inspections must include: 1.All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures to ensure integrity and effectiveness. 2.Surface waters, including drainage ditches and conveyance systems for evidence of erosion and sediment deposition. 3.Construction site vehicle exit locations, streets and curb and gutter systems within and adjacent to the project for sedimentation from erosion or tracked sediment from vehicles. 4.Infiltration areas to ensure that no sediment from ongoing construction activity is reaching the infiltration area and that equipment is not being driven across the infiltration area. All non-functioning BMPs and those BMPs where sediment reaches one-half (1/2) of the depth of the BMP, or in the case of sediment basins one-half (1/2) of the storage volume, must be repaired, replaced, or supplemented by the end of the next business day after discovery, or as soon as field conditions allow. Permittees must repair, replace or supplement all nonfunctional BMPs with functional BMPs by the end of the next business day after discovery, or as soon as field conditions allow. Any sediment that escapes the site must be removed and the area stabilized within 7 calendar days of discovery unless precluded by legal, regulatory, or physical access in which case the work shall be completed within 7 calendar days of authorization. Paved surfaces such as streets shall have any escaped or tracked sediment removed by the end of the day that it is discovered. Sediment release, other than paved surfaces that can be cleaned up with street sweeping shall be reported immediately upon discovery to the Engineer. PUBLIC WATER RESTRICTIONS: For public waters that have been promulgated "work in water restrictions" during fish spawning time frames, all exposed soil areas that are within 200 feet of the water's edge, and drain to these waters must complete stabilization within 24-hours during the time period. MN DNR permits are not valid for work in waters that are designated as infested waters unless accompanied by an Infested Waters Permit or written notification has been obtained from MN DNR stating that such permit is not required. There is no exception for pre-existing permits. If a MN DNR Permit has been issued for the project and the water is later designated as infested, the Contractor shall halt all work covered by the MN DNR Permit until an Infested Waters Permit is obtained or that written notification is obtained stating that such permit is not required. FINAL STABILIZATION Final Stabilization is not complete until all the following requirements have been met: 1.Substantial Completion has been reached and no ground disturbing activities are anticipated. 2.Permanent cover has been installed with an established minimum uniform perennial vegetation density of 70 percent of its expected final growth. Vegetation is not required in areas where no vegetation is proposed by this project such as impervious surfaces or the base of a sand filter. 3.Accumulated sediment has been removed from all permanent stormwater treatment systems as necessary to ensure the system is operating as designed. 4.All sediment has been removed from conveyance systems 5.All temporary synthetic erosion prevention and sediment control BMPs have been removed. BMPs designated on the SWPPP to remain to decompose on-site may remain. 6.For residential construction only, permit coverage terminates on individual lots if the structures are finished and temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. 7.For agricultural land only (e.g., pipelines across cropland), the disturbed land must be returned to its preconstruction agricultural use prior to submitting the NOT. SITE STABILIZATION COMPLETION: SITE INSPECTION INTERVAL: SPECIAL ENVIRONMENTAL CONSIDERATIONS AND PERMITS: TYPE OF PERMIT PERMITTING AGENCY PERMIT STATUS AND CONDITIONS Construction Stormwater NPDES MPCA To Be Applied For 1)Was an environmental review required for this project or any part of a common plan of development or sale that includes all or any portion of this project?NO 2)Does any portion of the site have the potential to affect threatened or endangered species or their critical habitat?NO 3)Does any portion of this site discharge to a Calcareous fen.NO 4)Will any portion of the site potentially affect properties listed on the National Register of Historic Places or a known or discovered archeological site?NO 5)Have any Karst features have been identified in the project vicinity?NO 6)Is compliance with temporary or permanent stormwater management design requirements infeasible for this project?NO 7)Has the MN DNR promulgated "work in water restrictions" for any Public Water this site disharges to during fish spawning?NO A trained person shall routinely inspect the entire construction site during active construction at an interval of no more than:7 calendar days SWPPP DESIGNER TRAINING DOCUMENTATION: Stabilization of exposed soils shall begin immediately and shall be completed after the construction activity has temporarily or permanently ceased no later than: 14 calendar days DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations C2.05 SWPPP NARRATIVE NOT FOR CONSTRUCTION CITY SUBMITTAL Page 48 of 113 MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2" LOWER LEVEL FFE = = ARCH PROPOSED BUILDING ADDITION 1 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 2 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 3 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 6 IC E E L E V A T I O N = 9 2 2 . 4 DE C . 4 , 2 0 2 3 6 " W ( P ) 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP ST S 6" P V C ST S 18"RCP ST S 2 4 " R C P S T S 30"RCP ST S 24 " R C P S T S 24"RCP ST S 24"RCP ST S 9 " M E T A L S T S 12 " P V C S T S 1 5 " P V C S T S 15"RCP INV=924.4 15"FES INV=926.1 15"RCP S T S 15" RC P S T S 15"RCP S T S 15 " P V C S T S INFILTRATION AREA (P) 12" R C P ST S DT(P) D T ( P ) 6" W W W TOP=INV= CB 931.6926.7 NE INV=926.8 EINV=927.8 S TOP= INV= CB 941.1 927.8 S W , S E INV= 9 2 7 . 9 N E TOP= INV= CB 941.1 935.8 T O D R O P INV= 9 3 6 . 4 S W TOP=INV= SMH 935.4928.6 NINV=928.4 S INV=932.1 NWINV=929.0 E TOP=INV= SMH 930.2922.9 NINV=923.0 SINV=923.1 SE TOP=INV= SMH 929.0924.0 TOP= INV= BH 939.7 933.2 TOP=INV= MH 942.1934.3 NW, SW INV=934.2 NE TOP=INV= SMH 941.9934.55 TOP=INV= SMH 940.9927.3 NEINV=931.9 S TOP= INV= SMH 930.8 926.2 NINV=926.4 S 934.4933.0931.6 931.5 933.2 933.3 931.7 932.6 931.9 936.7 937.1 937.2 937.7 935.6 923.3 928.4 927.5 925.3 925.3 930.9 929.1 927.4 925.5 925.1924.9 926.5 925.7 927.5 926.4 927.2 926.7 925.8 924.5 925.8 926.7 926.7 926.4 926.2 925.9 925.8 926.4 924.1 927.0 927.6 927.2 925.9 925.8 926.2 963.7 964.5 964.0 963.7 956.9 956.9 956.6 956.9 957.8 955.9 953.1 950.4 952.5 950.7 949.8 950.1 949.3 943.8 945.3 943.6 944.1 944.0 946.3948.7 952.2 954.1 957.9 963.2 964.3 963.2 956.2 959.6 965.6 967.0 962.6 964.2 970.3 969.7 965.5 962.0964.7 945.7 947.4 933.7 935.1 935.7 935.6 935.3 936.1 936.4 936.3 935.9 935.5 935.3 934.6 934.6 935.1 935.4 925.4 924.9 922.5924.3 924.2 925.9 924.7 924.5 923.5953.3 953.3 954.0 943.4 944.1 945.0 928.1 928.5 929.0 930.0 931.7 930.0 929.0 927.8 928.9 930.3 933.0933.1937.3944.5951.8958.7 958.0 950.6 943.5 940.5 926.8 927.0 925.8 924.9 925.2 925.0 924.5 932.4 933.2 936.4 939.7 942.9 940.2 937.5 937.2 937.5 940.3 940.0 941.2941.6 941.4941.6 941.4 941.3 940.9 940.7 940.2 940.6 941.4 941.0 941.5 944.1 945.0 945.0 944.6 942.7 941.9 942.0 941.6 942.6 942.1 940.7 943.5 942.2 941.9 941.0 941.5 940.2 941.0 940.7 944.0 944.7 945.5 944.7 943.7 943.5 942.7942.4 943.4 943.0 944.2 943.5 945.2 946.4 946.6 959.4 957.5 954.6 954.1 952.1 951.6 947.9 943.0 945.0 947.6 948.2 942.5 942.4 942.3 942.2 942.2 942.8 942.7 942.5 942.4 942.0 941.9 942.4 943.0 931.3 932.7 931.1 930.7 931.9 9 3 1 . 3 931.1 9 3 2 . 2 930.8 931.1 932.6 933.1 940.3 946.4 947.7 945.0 939.8 939.5 936.6 936.3 937.1 933.4 933.0 933.1 931.1 930.5 928.9 929.1 929.1 929.1 929.1 929.5 932.3 929.7 929.4 929.4 929.8 930.1 930.7 930.1 930.6 932 . 8 932.6 932.7 933. 1 932.8 932.3932.3 930 . 9 93 0 . 6 9 3 0 . 7 9 2 9 . 5 929.8929.4 929.0 929.0 928.0 929.7 929.9 928.2 931.1 932.2 931.5 932.1 933.9 934.3 935.6 935.8 935.4 931.2 932.4 929.9 929.5 932.6 931.7 929.3 930.2 935.2 935.5 935.4 930.9 929.8 932.0 930.9 932.0 931.4 930.6 930.1929.7 931.3 931.7 932.1 932.3 932.3 932.7 932.8 932.7 932.6 932.5 931.8 931.9 931.7 931.7 932.0 930.9 931.3 931.7 932.0 932.5 932.3 932.7 932.9 934.9 936.4 938.2 938.5 938.3 982.8 985.4 984.8 982.9 980.1 942.62" ARB 942.82" ARB 942.62" ARB 931.9 930.9930.8 930.8 931.2 931.5 936.0 935.5 934.9 934.3 933.8 933.5 933.4 930.9 930.7 930.3 929.9929.5 929.6 929.3 929.2 929.4 930.1 930.9 931.0 930.8 930.4 930.3 930.6 930.7930.8 931.8 965.3 962.1 95 8 . 6 964.5 962.7 961.2 961.4 959.7 959.4 959.3 958.6 957.0 954.9 954.4 951.8 947.6 943.7943.6 929.5 929.6 929.7 933.4 BE BE BE B E BE BE BE BE BEBE BE 932.8BE 932.924 BE 931.7BTL 934.9BTL 932.3 932.1 932.5 932.6 931.8 931.5 931.2 931.0 931.6 932.1 932.5 942.8 945.2 945.1 946.2 946.7 945.7 944.0944.0 942.8 942.8 942.9 930.2 930.2 929.9 929.8 930.1 930.0 930.0 930.0930.0 930.0 930.4 932.6 932.0 932.8 933.4 933.5 933.1 942.8COL 942.4COL 941.9 COL 942.3 COL 942.6COL 942.6COL 942.8COL 942.6COL 942.8 COL 942.9COL 9 3 1 . 8 C O N D U I T . 4 935.0 CONDUIT.2 CONDU I T . 2 COND U I T . 2 9 3 0 . 7 C O N D U I T . 6 929.5 CS 929.7 930.1 930.2 930.1 930.3 929.8 935.8 935.7 932.8934.9936.7 938.6 939.8 941.3 941.5 942.4 943.7 964.9 963.0 961.8 942.6 942.7 9 3 2 . 5 EB 941.8 942.4 932.4EMG 932.2EMG 931.3EMG926.1 926.2 926.4 943.2 942.3 941.0 940.1 940.8 941.8 928.4 928.2 929.5 929.5 927.6 927.7 928.2 928.1927.3 927.2 927.7 928.4 928.9929.3 929.7 929.6 929.6 929.7 928.7 926.8 966.9 970.9 972.4 974.1 975.0 974.4 973.6 969.2 968.1 966.9 965.7 965.5 965.0 964.6 963.9 963.8 962.1 961.3 925.4 926.2 928.6 928.0 925.3 923.2INV= 923.2INV= 929.6GP 929.1 929.2929.3929.9931.3932.7 932.8 932.1 931.6 930.5 929.8 930.1 931.0 931.8 932.1 932.7 932.7 931.1 929.7 929.2 930.2HHE 939.8HHF HYD 922.4 922.5 922.5 922.4922.3 922.5 932.2 932.7 932.5 932.5 932.4 932.5 932.2 944.5 946.2 947.0 LD 941.7 941.8940.4 940.4 940.1 940.1 931.5PKS 942.6RC 942.0RD 942.2RD 942.4RD 942.2RD RD 932.8RD 932.1RD 933.3RD 928.0 924.6 925.4 927.2 929.1 929.2 928.8 929.0 930.3 929.8929.4 9 3 0 . 1 929.8 930.2 931.818" SPR932.318" SPR 932.2TC 937.62" TR TRAN S 930.0TRANS 929.2UGE 924.0 924.0 924.0 924.0 924.0 924.0 924.1 923.8 924.0 924.0 924.2 923.9 924.0 924.0 924.0 924.1 926.8 925.4 924.8 926.3 926.1 926.7927.1 926.2 926.2 963.0 965.2 965.2 963.9 928.7QUESTION WV 930.5WV 932.9WV 937.7WV 967.2 968.2 968.4 967.3 967.9 968.0 973.8 977.5 978.7 972.9 974.8 974.7 975.0 974.3 976.6 976.9981.9 980.5 979.2 976.2 WOODEN PLANTER 8 3 . 5 41.3 2 4 . 4 41.4 1 2 . 6 13.9 19.9 2 0 . 9 192.3 129.5 3 9 . 3 22.9 1 . 3 8.5 3 4 . 7 8.5 7 3 . 3 109.4 8.4 3 4 . 7 8.5 3 7 . 3 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 16 . 4 6 3 . 859.03.522.0 36.36.46.316.08.014.42 7 . 6 3 7 . 725.21 3 . 2 5.0 2 0 . 9 31.0 3 . 7 40.4 1 0 4 . 6 111.6 1 3 . 0 2.0 4 2 . 9 98.74 3 . 8 3.6 1 2 . 9 1 1 . 8 3.8 4 4 . 0 L=5.3 L=5.3 L=5.1 22.9 DETAIL NO SCA L E O V E R H A N G 8 4 . 0 GENER A T O R O N CONC P A D TOP=INV= SMH 939.8933.0SWINV=929.0NW TOP=INV= SMH 934.1925.2SWINV=925.1NE TOP=INV= SMH 930.2924.7SWINV=924.6NE 15 " R C P ST S 15 " R C P ST S 12" RCPST S 9 3 5 934 933 932 930 935 929 926 927 928940 945944943 942941 939 938 937 936 935 934 933 941 942 94 0 94 294 5 94 6 94 7 94 8 94 9 95 0 G R A S S G R A S S G R A S S TNH=932.14 B I T U M I N O U S CONC WALL CONCRETE G R A V E L CONC CONC 6 2 . 4 33.1 PERGOLABITUM I N O U S BITUM I N O U S KEYSTONE WALL 6 FOOT CHAIN LINK FENCE KEYSTONE WALL KEYSTONE WALL 6 FOOT CHAIN LINK FENCE CO N C R E T E T R E E S 980.42PVC 978.90RD 978.74 160 TR 980.72162 TR 976.31 159 TR 158 TR 973.04 156 TR974.26 157 TR 974.81 224 TR 974.49 223 TR 971.52 225 TR 971.08226 TR 968.74 227 TR 973.51 222 TR 974.24 221 TR 974.23220 TR 975.66218 TR 976.38 219 TR 978.24 216 TR 978.25 215 TR980.37 213 TR 980.41214 TR983.65 210 TR 984.48 240 TR 982.07 211 TR 981.11 212 TR 985.62 241 TR 978.29 217 TR 972.77 233 TR 985.12 239 TR 983.60 238 TR 980.18 236 TR 986.01 242 TR 977.11 235 TR 985.93 243 TR 981.08 237 TR 983.33 309 TR 980.98 308 TR 977.09310 TR 975.99 318 TR 976.78 319 TR 976.72 311 TR 977.03 320 TR 978.12 326 TR976.23 331 TR 978.70 327 TR 976.85 332 TR 975.49321 TR 976.25 322 TR 975.51 327 TR 976.02 323 TR 974.63 338 TR 972.36 339 TR 976.46 324 TR 970.67 382 TR 976.48 325 TR 974.60 330 TR 981.82 329 TR 980.38 328 TR 969.08316 TR969.54 317 TR 971.19 313 TR 972.64 313 TR 970.42 314 TR 970.03 315 TR 967.77 229 TR970.86 230 TR 971.07 231 TR 971.84 232 TR 967.74 228 TR 973.25234 TR 9 7 0 9 7 5 9 8 0 9 8 5 95 596096 5 97 0 984 983 9 8 2 9 8 1 9 7 9 9 7 8 9 7 6 9 7 2 9 6 8 9 6 7 9 6 6 9 6 3 9 6 1 42" RCP ST S(P) TOP=INV= SMH 936.0923.8NECANNOT ACCESSADDITIONAL INVERTSNO LADDER W ( P ) W (P) W ( P ) W ( P ) W (P) 13 14 15 16 18 19 20 21 23 9 3 2 . 7 9 3 2 . 9 9 3 1 . 9 9 3 2 . 9 9 3 2 . 5 9 3 1 . 5 12 12" PVC 24 22 P A V E R S 942.5 941.5 942.1 941.5 941.2 941.2 941.5 941.5 942.0 941.8 941.7 941.1 942.0 942.7 942.9 943.0 942.5 942.8 942.6 RD 2.14"BAS 942.6 BE RD RD RD B E RD RD LA 2"ARB 13"MPL KEYSTON E WALL CONC . 942 942.3 942.6 943.0943.2 942.8 942.9 942.8 942.6 942.6 942.3 942.3 9 4 2 . 6 942.7 9 4 2 . 6 942.4 942.1 942.4 942.5 942.5 942.5 942.4 942.7 942.4 941.9 942.3 942.4 941.8 942.1 942.2 941.3 941.6 941.6 942.1 942.1 941.7 TOP= INV= CB 927.7 923.9(W)INV=924.0(E) TOP=INV= CB 928.4924.6(W)INV=924.7(S) UGC UG C UGC UGC U G C UGC UGC UGC U G C D D D 24.33% 9 3 3 9 3 4 9 3 5 9 3 6 9 3 7 93 8 939 940 941 94 5 95 0 95 5 96 0 96 5 97 0 97 5 98 0 98 5 93 2 93 1 93 0 929 92 8 92 8 92 9 93 0 9 3 1 93 1 930 9 4 5 940 945 935 14 C5.05 14 C5.05 14 C5.05 2 0 . 0 0 ' R 1 0 0 . 0 0 ' R7 0 . 0 0 ' R5 0 . 2 1 ' R7 0 . 0 0 ' R 1 2 0 . 0 0 ' R70.00' 2 0 . 0 0 ' 962.8 962.9 962.9 963.6 962.7 962.7 962.8 963.0 963.4 963.3963.4 963.0 964.3964.3964.4964.5964.4964.5964.4964.5964.5 963.7 963.8 964.0964.3964.2964.2964.2964.1964.0964.2964.1963.9963.8963.8963.6963.7963.8963.9963.8963.6 963.2 963.4 963.3 963.6 963.4 963.4 963.3 963.3 963.2 963.3 963.1 963.1 963.2 962.8 962.6 962.1 962.1 962.1 962.1 962.5 962.4 962.4 962.3 962.3 962.6 962.6 962.5 962.6 962.7 962.8 962.8 962.8 963.0 962.8 963.8963.7963.8963.7963.8963.7 963.5 963.5 963.5 963.5 963.6 963.5 963.5 963.8 964.0 963.4 962.9962.9 962.2 962.2 962.4 962.6 962.7 963.7 964.3 964.8 964.6 964.6 963.2 962.9 962.0 962.1 961.3 961.2 961.2 961.3 961.0 961.2 961.4961.4961.4961.2961.2961.0961.7960.7 961.2 955.1 955.4 955.9 956.6 956.8 956.7 956.8 957.1 957.0 957.0 956.8 956.3 955.3 955.4 955.3 962.8 962.8 963.0 962.9 963.7 963.8 964.0 964.1 964.2 963.9963.8963.7963.5 963.6963.5963.3963.2 962.9 963.1 963.2 963.3 963.2 963.1 962.8 962.7 962.6 962.8963.0963.3963.5963.6 963.1963.3963.5963.7963.8 964.1 964.0 963.8 963.5 963.4 955.3 955.7 957.0 958.4 959.6 953.4952.5951.7951.0950.4949.3949.0948.8948.6948.4947.9947.6946.7946.2946.0 963.4AIS 963.8 964.1 964.1 964.3 964.4 964.2 964.0 963.9 963.7 963.6 963.5 963.2 962.9 962.5 962.2962.4962.5962.7962.9963.0963.1963.2963.1962.9962.6 965.2 965.1 964.8 964.8 964.2 964.2 963.7963.7 963.2 963.2 963.0963.0 963.0 962.8 962.8963.0 963.3 963.3 967.4 967.0 966.7 966.5 966.3 966.1 965.9 965.7 965.5 965.3 965.1 964.5 964.0963.6 963.8 962.4BENCH962.3BENCH962.6BENCH962.7BENCH962.6BENCH962.6BENCH BTL 964.7 964.7 964.4 963.8 961.8961.5 961.6961.9 962.0 962.1962.3 962.7 963.0 962.9 962.6 962.2962.4 962.2 962.3 962.3962.2962.1 963.9 964.0 964.2 964.4 964.1 964.0 963.9 963.7 963.5 963.5 963.1 963.2 962.4 962.2962.4962.6962.8963.0963.0963.2963.1963.0962.9 963.2 963.8 964.1 964.4 964.2 963.7 963.5 963.1 961.8962.3962.4962.2962.6962.6962.4962.3962.4962.5 961.7961.7961.3961.8961.8961.5961.5961.0960.9 964.5GATE 964.5GATE 963.4GATE 963.5GATE 964.2GATE 964.3GATE 964.1GATE 964.0GATE 963.2GATE 963.3GATE 962.5 962.7 963.0 963.1 963.3 963.6 963.8 963.7 963.5 963.5 963.1 962.9 962.8 962.6 962.6 962.5 962.6 962.7 962.7 962.7 962.7 964.3 964.3 964.3 964.5 964.4 964.6 962.6 962.8 962.8 962.8 962.9 962.9 962.7 962.5 962.5 962.6 962.6 962.3 GW GW 963.2GW 962.9HH 962.7HHF 963.0HHF 942.3PKS 946.5PKS 964.1PP 962.9PPT 961.415" RCP 941.5TC 941.9TC 942.2TC 942.6TC 942.8TC 943.1TC 943.5TC 943.9TC 944.4TC 944.8TC 945.1TC 945.5TC 945.9TC 946.8TC 948.3TC 949.6TC 951.6TC 953.7TC 956.2TC 958.1TC 959.9TC 961.9TC 963.2TC 963.8TC 963.9TCS 963.4TCS 964.5TCS 961.0TCS 963.4 963.5 963.6 963.6 963.8 963.7 963.5 963.5 963.2 963.1 962.9 10 FT. CHAIN LINK FENCE 4 FT. CHAIN LINK FENCE 10 FT. CHAIN LINK FENCE 10 FT. CHAIN LINK FENCE T E N N I S N E T S T E N N I S N E T ST E N N I S N E T T E N N I S N E T T E N N I S C O U R T S G R A V E L G R A V E L 960 955 950 945 964 963 964 G R A S S G R A S S T R E E ST R E E S 16 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 18 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E OH U OH U FOL FOLFOL 6"PEP ST S 12 " P V C S T S 6"PEP ST S 12 " P V C S T S TOP= INV= CB 965.3 961.15 TOP=INV= DRYWELL 965.9961.3 BOTTOMINV=961.4 TO PIPE 964.2964.4964.2964.3964.1964.3964.3964.4964.5964.6964.3964.2 964.8 965.0 964.9 965.0 974.8 974.7 974.9 973.8 968.5 969.7971.0972.0972.7 974.0 973.5 965.0 965.5 966.5 965.5965.4965.4965.3965.4965.3965.2965.0965.2965.0965.0965.1965.2 965.4965.3965.4965.2 970.5 974.1 975.0 971.0 970.4 977.2 979.2 974.0 971.1 976.6 975.5 970.2 970.5 974.7 974.4 969.8 969.9 973.8 973.1 968.6 968.7 973.3 972.6 968.7 969.0 971.7 970.7 969.4 964.8964.9964.8964.7964.7964.8964.9964.8964.9964.9964.7964.6964.7964.5964.5964.5964.6964.8964.9964.9964.4 974.1 976.0 965.8 965.8 965.8 965.7 965.3 965.1 965.0 965.1 965.1 965.2 965.3 965.5965.3965.3965.0965.2965.4965.8966.0966.0 969.6970.0971.2971.7 977.1 976.0 975.4 975.0 974.6 974.2 973.7 973.1 972.5 971.6 970.9 969.8 968.8 968.5968.6 966.5 966.4 965.3 965.3 965.3 965.2 968.1 968.0 968.0 967.7 968.5BTL 97 4 . 4 965.4 965.4 974.7 965.0 964.6 964.7 964.6 964.7 964.8 964.8 964.7 965.3INV= 965.1965.1964.9 964.7 964.9 965.0964.9 964.9 GWGW HYD 972.7PKS 971.8PKS974.0PKS 965.1PPU 968.8TC WV 20.3 20.3 G R A V E L B I T U M I N O U S B I T U M I N O U S 965 966 970 975 CONC STEPS G R A S S TNH=981.64 O H U FO L FOL FOL FOL 12 ' T H R U L A N E 1 2 ' T H R U L A N E 1 0 ' S H L D 8' WALK 8' W A L K V A R . M E D I A N 1 : 7 7.5' PARKING LANE INP NO PARKING 8 ' W A L K 21' 1 9 '24 ' 15' 15' 4.92 % 972 972 971 970 969 968 967 966 965 964 96 3 962 961 960 959 958 957 956 955 954 953 952 951 950 949 948 947 946 945 950 955 960 965 96 7 9 6 7 9 6 5 965 965 967 965 967 967 965 9 6 5 9 6 7 9 6 0 9 5 5 9 6 7 9 6 5 9 6 0 9 5 5 14 C5.05 14 C5.05 14 C5.05 R20 0 . 0 0 ' R200 . 0 0 ' R20 0 . 0 0 ' 30.0 0 ' 30.0 0 ' DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C3.00 TEMPORARY HAUL ROADS GRADING AND DRAINAGE PLANS 1 C3.00 TEMPORARY HAUL ROAD - NORTH 2 C3.00 TEMPORARY HAUL ROAD - SOUTH 1.ADJUSTMENTS MAY BE MADE TO THE HAUL ROAD. HAUL ROAD SHALL BE MINIMUM 20' WIDE, AT MAXIMUM 5% SLOPE. SIDE SLOPES SHALL NOT EXCEED 1:1. 2.MAXIMUM GRADING LIMITS ARE SHOWN. PROVIDE TEMPORARY SHORING / BRACING AS REQUIRED TO CONSTRUCT THE HAUL ROAD. 3.CONSTRUCT TEMPORARY DRAINAGE FACILITIES INCLUDING BUT NOT LIMITED TO CATCH BASINS, MANHOLES, STORM SEWER AS REQUIRED. 4.DIRECT RUNOFF TO EXISTING VEGETATED AREAS TO MINIMIZE EROSION. 5.PROVIDE EROSION CONTROL PER SWPPP REQUIREMENTS. 6.PROTECT ALL EXISTING UNDERGROUND UTILITIES. 7.COORDINATE REMOVALS WITH ALL APPROPRIATE TRADES. NOTES 1.TEMPORARY HAUL ROAD IS INTENDED TO BALANCE. ADJUSTMENTS MAY BE MADE TO THE HAUL ROAD. HAUL ROAD SHALL BE MINIMUM 30' WIDE, AT MAXIMUM 5% SLOPE. SIDE SLOPES SHALL NOT EXCEED 1:1. 2.MAXIMUM GRADING LIMITS ARE SHOWN. PROVIDE TEMPORARY SHORING / BRACING AS REQUIRED TO CONSTRUCT THE HAUL ROAD. 3.NO EXCAVATIONS ARE ALLOWED WITHIN THE INFIELD OF THE PROPOSED BASEBALL FIELD. 4.CONSTRUCT TEMPORARY DRAINAGE FACILITIES INCLUDING BUT NOT LIMITED TO CATCH BASINS, MANHOLES, STORM SEWER AS REQUIRED. 5.DIRECT RUNOFF TO EXISTING VEGETATED AREAS TO MINIMIZE EROSION. 6.PROVIDE EROSION CONTROL PER SWPPP REQUIREMENTS. 7.COORDINATE REMOVALS WITH ALL APPROPRIATE TRADES. NOTES REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED TEMPORARY HAUL ROAD PROPERTY LINE LEGEND 1 C5.01 REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED TEMPORARY HAUL ROAD PROPERTY LINE LEGEND 1 C5.01 NOT FOR CONSTRUCTION CITY SUBMITTAL Page 49 of 113 MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2" LOWER LEVEL FFE = = ARCH PROPOSED BUILDING ADDITION 1 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 2 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 3 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 4 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 5 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 6 10 50 IC E E L E V A T I O N = 9 2 2 . 4 DE C . 4 , 2 0 2 3 6" W ( P ) 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP ST S 6" P V C ST S 18"RCP ST S 12"RCP S T S 12"RCP S T S 12 " R C P S T S 1 2 " R C P S T S 24 " R C P S T S 24"RCP ST S 24"RCP ST S 9 " M E T A L S T S 12 " P V C S T S 1 5 " P V C S T S 15"RCP INV=924.4 15"FES INV=926.1 15"RCP S T S 15" RC P S T S 15"RCP S T S 12"RCP ST S 12"RCP S T S 15 " P V C S T S INFILTRATION AREA (P) 12" R C P ST S DT(P) D T ( P ) 12 " R C P ST S 3"W(P) 3"W(P) 3 " W ( P ) 8 " W ( P ) 6"W 6"W W W 6 " W 6" W 8"W W W TOP=INV= CB 931.6926.7 NEINV=926.8 E INV=927.8 S TOP = INV = SMH 941. 4 928. 9 N E , S TOP=INV= CB 940.6927.2E INV=927.1W TOP=INV= BH 941.5927.9 TOP= INV= CB 941.1 927.8 S W , S E INV= 9 2 7 . 9 N E TOP= INV= CB 941.1 935.8 T O D R O P INV= 9 3 6 . 4 S W TOP=INV= SMH 930.2922.9 NINV=923.0 SINV=923.1 SE TOP=INV= SMH 929.0924.0 TOP=INV= BH 939.7933.2 TOP=INV= MH 942.1934.3 NW, SW INV=934.2 NE TOP=INV= CB 941.0937.1 TOP= INV= MH 941.6 935.7 TOP=INV= CB 941.0 935.4 SW,NEINV=936.7 N TOP= INV= SMH 941.9 934.55 TOP=INV= SMH 940.9927.3 NEINV=931.9 S TOP=INV= SMH 930.8926.2 NINV=926.4 S TOP=INV= SMH 938.3929.8 938.5938.5 939.1 939.3 939.8 939.6 940.1 939.4 939.3 939.5 939.0 939.3 938.9 942.8 942.5 942.4 944.3 946.7 949.6 946.5944.8 946.6 943.3 942.6 9 3 9 . 8 9 4 0 . 8 941.0 942.9 942.4 942.6 943.1 942.9 942.9 942.8 942.9 942.9 939.4 938.9 938.5 938.2 938.3 939.1 940.3 939.6 938.6 943.0 942.9 941.9 941.9 942.2 942.0 942.0 942.3 942.7 942.5 941.5 940.6 939.4 938.4 937.3 937.2 937.3 939.7 939.3 939.1 942.9 938.7 939.2 939.8 943.0 943.0939.9 940.2 941.0 940.7940.8 941.7 941.5 942.2 941.6 941.9 941.5 940.3 940.0 938.1 937.6 942.6 942.7 941.6 941.8 942.1 942.5 940.5 940.7 923.3 928.4 927.5 925.3 925.3 930.9 929.1 927.4 925.5 925.1924.9 926.5 925.7 927.5 926.4 927.2 926.7 925.8 924.5 925.8 926.7 926.7 926.4 926.2 925.9 925.8 926.4 924.1 927.0 927.6 927.2 925.9 925.8 926.2 963.7 964.5 964.0 963.7 956.9 956.9 956.6 956.9 957.8 955.9 953.1 950.4 952.5 950.7 949.8 950.1 949.3 943.8 945.3 943.6 944.1 944.0 946.3948.7 952.2 954.1 957.9 963.2 964.3 963.2 956.2 959.6 965.6 967.0 962.6 964.2 970.3 969.7 965.5 962.0964.7 959.0 956.5 953.6954.4 950.6 945.6 945.7 947.4 945.7 944.8 944.4 944.9 945.2 945.9 945.7 944.4 944.4 943.3 942.9 941.9 942.0 941.5 942.4 944.3 949.1 950.1 950.7 941.5 942.3 942.3 942.4 942.4 942.2 942.0 942.2 943.0 942.5 942.3 942.4 942.4 942.6 942.3 942.4942.1 933.7 935.1 935.7 935.6 935.3 935.9 935.5 935.3 934.6 934.6 935.1 935.4 925.4 924.9 922.5 924.3 924.2 925.9 924.7 924.5 923.5 958.4 962.5 965.6 968.0 968.7964.2 969.0 969.3 953.3 953.3 954.0 943.4 944.1 945.0 928.1 928.5 929.0 930.0 931.7 930.0 929.0 927.8 928.9 930.3 933.0933.1937.3944.5951.8958.7 958.0 950.6 943.5 940.5 926.8 927.0 925.8 924.9 925.2 925.0 924.5 932.4 933.2 936.4 939.7 942.9 940.2 937.5 937.2 937.5 940.3 940.0 941.2941.6 941.4941.6 941.4 941.3 940.9 940.7 940.2 940.6 941.4 941.0 941.5 944.1 945.0 945.0 944.6 942.7 941.9 942.0 941.6 942.6 942.1 940.7 943.5 942.2 941.9 941.0 941.5 940.2 941.0 940.7 942 . 7 943.0 942.7 942.7 943.1 94 3 . 5 941.9 942.1 942.3 942.6 942.6 942.5 942.6 942.6 942.6 942.7 942.8 942.5 942.3 942.3 942.9 942.6 94 4 . 1 94 6 . 6 948.9 950.2 952.6 942.6 942.7 942.7 941.6941.5 943.4 943.3 943 . 3 944.0 944.7 945.5 944.7 943.7 943.5 942.7 942.4 942.4 943.4 941.8 941.7 941.7 942.5 9 4 2 . 7 943.0 944.2 943.5 943.2 942.4 942.0 941.6 941.7 941.8 941.9 945.2 946.4 946.6 959.4 957.5 954.6 954.1 952.1 951.6 947.9 943.0 945.0 947.6 948.2 942.5 942.4 942.3 942.2 942.2 942.2 942.8 942.7 942.5 942.4 942.0 941.9 942.4 943.0 931.3 932.7 931.1 930.7 931.9 9 3 1 . 3 931.1 9 3 2 . 2 930.8 931.1 932.6 933.1 940.3 946.4 947.7 945.0 939.8 939.5 936.6 936.3 937.1 933.4 933.0 933.1 931.1 930.5 928.9 929.1 929.1 929.1 929.1 929.5 952.9 957.0 946.0 945.4 941.2 936.8 939.3 941.8 942.0 942.2 942.6 943.0 942.4 942.4 942.4942.3 942.1 942.1 942.1 941.8 941.7 942.1 942.2 942.1 941.7 941.5 942.2 940.0 941.8 941.7 942.2 941.2 940.7 940.9 941.1 932.3 929.7 929.4 929.4 929.8 930.1 930.7 930.1 930.6 932. 8 932.6 932.7 933. 1 932.8 932.3932.3 930. 9 930 . 6 9 3 0 . 7 9 2 9 . 5 929.8929.4 929.0 929.0 928.0 929.7 929.9 928.2 931.1 932.2 931.5 932.1 933.9 934.3 935.6 935.8 935.4 931.2 932.4 929.9 929.5 932.6 931.7 929.3 930.2 932.0 931.4 930.6 930.1 929.7 931.3 931.7 932.1 932.3 932.3 932.7 932.8 932.7 932.6 932.5 931.8 931.9 931.7 931.7 932.0 938.2 938.5 938.3 939.7 941.8 942.1 942.3 941.3 941.2 942.1 9 4 2 . 7 942.5 942.6 942.4 941.9 942.2 942.3 942.2 942.3 942.4 942.0 937.9 937.1 936.2 938.3 939.3 939.0 938.7937.4 937.4 938.3937.2 936.1 936.7 938.2 939.9 939.8 939.0938.1 939.6 940.4 940.7 940.3 939.8 962.4 969.3 975.0 977.4 980.1 980.4 977.1 972.8 977.7 980.3 982.2 978.6 973.3 967.9 964.9 960.6 967.0 975.0 982.8 985.4 984.8 982.9 980.1 974.8 956.7 962.9 968.3 970.3 973.1 974.2 973.7 973.8 968.0 970.7 974.9 977.8 980.8 981.0 978.4 972.0 970.2 976.9 984.8 981.2 942.9AGP 941.7AIS 941.4AIS 941.6AIS 942.62" ARB 942.82" ARB 942.62" ARB 942.72" ARB 942.62" ARB 942.52" ARB 942.5 942.3 930.9 930.7 930.3 929.9929.5 929.6 929.3 929.2 929.4 930.1 930.9 930.4 930.3 968.0 966.0 964.6 963.6 960.0 957.1 954.2 951.6 949.0 948.0 946.2 945.1 943.7 942.4 941.7 941.8 941.7 941.7 941.9 941.8 942.3 943.6 944.6 946.1 947.8 948.2 951.0 952.1 953.4 956.5 960.0 969.5 969.5 969.5 970.7 971.1 970.0 968.8 967.8 965.9 963.8 942.4942.5 965.3 962.1 95 8 . 6 955.4 954.0 952.4 950.7 949.5 949.1 945.2 944.6 944.3 942.9 942.8 942.3 942.9 943.1 964.5 962.7 961.2 961.4 959.7 959.4 959.3 958.6 957.0 954.9 954.4 951.8 947.6 943.7943.6 929.5 929.6 929.7 5 BE 6 BE 8 BE 7 BE 4 BE 3 B E BE 10 BE BE BE BE BE BE B E BE BE 1 BE 27 BE BE B E BEBE BE 932.8BE 25 BE BEBEBE26 BEBEBE 938.0BTL 937.9 BTL 938.9BTL 940.1 BTL 942.4 BTL 941.9BTL 938.1BTL 938.1BTL 940.9 BTL 940.8 BTL 93 9 . 9 BT L 93 9 . 9 BTL 94 0 . 0 BTL 94 0 . 0 BT L 942.8BTL 942.6 BTL 942.1BTL 941.9BTL 942.9BTL 940.4 939.9 939.4 937.7 938.1 938.5 938.7 938.4 938.2 938.4 938.6 939.1 939.1 939.6 940.0 940.9 940.7 942.2 942.9 942.7 942.6 942.6 942.7 942.7 942.8 942.8 940.2 940.2 938.5 938.4 938.5 938.3 938.0 938.0 938.4 939.0 939.3 939.5 939.9 940.2 940.5 939.8 939.6 939.4 940.2 940.4940.8 942.8 943.0 942.9 942.9 938.1 938.3 938.9 939.5 939.8 940.7 940.3 940.5 941.2 940.6 940.6 941.1 940.7 941.1 941.3 941.5 941.6 941.5 941.4 942.9 942.1 941.7 931.6 932.1 932.5 941.9 941.9 942.3 942.2 941.2 940.9 939.7 939.4 943.2 943.7 943.8 943.8 942.5 942.6 942.2 942.3 942.8 943.8 943.8 945.2 945.1 946.2 946.7 945.7 944.0944.0 941.8 941.7 941.7 941.5 941.3 941.4 941.7 942.3 942.8 942.8 942.9 930.2 930.2 943.0 942.9 942.6 941.9 942.0 942.2 942.1 9 4 2 . 9 9 4 2 . 9 9 4 1 . 9 941.8 940.3 940.3 940.2 940.5 940.8 941.3 941.5 941.8 929.9 929.8 930.1 930.0 930.0 930.0930.0 930.0 930.4 932.6 932.0 942.8942.9 942.0941.7 941.6 942.2942.0 943.0 942.2 941.5 941.3 941.0 942.3 942.2CBX C B X 942.3CC 933.4 933.5 933.1 CO COL COL COL COL COL 942.8COL 942.4COL 941.9 COL 942.3COL 942.6COL 942.6COL 942.8COL 942.6COL 942.8COL 942.9 COL COL COL COL COL COL 943.0COL 942.3COL COND U I T . 5 9 3 1 . 8 C O N D U I T . 4 935.0 CONDUIT.2 CONDU I T . 2 COND U I T . 2 9 3 0 . 7 C O N D U I T . 6 929.5 941.92" CRAB 941.12" CRAB941.92" CRAB 941.82" CRAB 941.32" CRAB CS CS 937.7 929.7 944.4 945.3 952.2 952.7 949.0 943.2 930.1 930.2 930.1 930.3 929.8 932.8934.9936.7 938.6 939.8 941.3 941.5 942.4 943.7 964.9 963.0 961.8 942.6 942.7 9 3 2 . 5 942.7DUST EB 941.8 942.4 EM 932.4EMG 932.2EMG 931.3EMG926.1 926.2 926.4 943.2 942.3 941.0 940.1 940.8 941.8 928.4 928.2 929.5 929.5 927.6 927.7 928.2 928.1927.3 927.2 927.7 928.4 928.9 929.3 929.7 929.6 929.6 929.7 928.7 926.8 950.5 953.3 954.1 956.7 962.3 966.9 970.9 972.4 974.1 975.0 974.4 973.6 969.2 968.1 966.9 965.7 965.5 965.0 964.6 963.9 963.8 962.1 961.3 925.4 926.2 928.6 928.0 925.3 951.8 953.0 954.2 954.7953.8 951.9 950.1948.3947.5 948.1 948.2 945.5 945.2 942.6 941.3 941.8 941.1 941.8 941.4 942.4 943.3 943.8 943.3 944.1 956.0 956.2 956.8 951.8 950.5 947.6 946.6 942.5 943.4 944.1 944.7 946.5 952.7 952.3 948.3 945.0 941.5 939.0 937.3 936.6 923.2INV= 923.2INV= 942.1FH FP 938.4 FW 938.9 FW 939.5 FW 940.2 FW 942.4GATE GP 942.5GP GP 942.4GP GP GP 929.6GP 942.5 942.5 942.4 942.3 942.4 943.6 943.5943.4 942.6 942.2 942.2942.2942.0 929.1 941.9 943.0 943.6 943.4943.6943.5944.8 942.1 941.4 940.8 940.2 940.1939.9 939.7 940.6 941.6 941. 9 940.1 936.9 939.1 942.0 929.2929.3929.9931.3932.7 932.8 932.1 931.6 930.5 929.8 930.1 931.0 931.8 932.1 932.7 932.7 931.1 929.7 929.2 957.4GW 939.8 940.5 940.5 940.4 940.2 940.1 939.9 939.2 939.4 939.5 939.6 939.7 939.2 939.6 940.1HCS HCS HCS HCS HCS HCS HCS 939.2HCS HCS HCS HCS HCS HCS HCS HHE HHE HHE 930.2HHE 939.8HHF HYD HYD HYD HYD HYD 922.4 922.5 922.5 922.4922.3 922.5 943.9 942.8 942.9 942.7 932.2 932.7 932.5 932.5 932.4 932.5 932.2 943.4 94 3 . 1 943.6 943.5 944.5 946.2 947.0 LD 938.2LP LP 938.8LP 939.3LP 940.7LP MC MC36" MC MC MC 942.0 MH UN D E R B I T 940.24" MPL 938.94" MPL 941.47" MPL 941.66" MPL 940.2 940.4 940.2 940.4 940.3 940.0 939.3 939.5 939.8 938.4938.4 938.5938.5 939.3 939.4 939.7 940.0 938.9938.8 939.3939.3 939.5 941.72" OAK 940.52" OAK OD OD 2 OD 941.7 941.8940.4 940.4 940.1 940.1 937.5INV= 941.9PIV PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS 938.4PKS 938.0PKS PKS PKS PKS PKS PKS PKS 942.9PKS PKS PKS 961.3PP 939.8 939.6 939.2 939.0 939.2 938.6 939.0 939.6939.7 939.5 939.1 938.7938.5 938.3 938.1 938.0 938.3 938.8 939.1 939.1 938.9 940.6 939.6 939.5 939.6 938.8 938.6 938.7938.3 938.7 939.5 940.5 941.5 938.0 937.8 937.9 938.2 938.7 939.0 939.4 939.6939.6 939.1939.1 937.1 937.1 937.9 938.6 939.1 RC 939.3 RC 939.8 RC 939.9 RC 940.0RC 938.8RC 938.8RC 938.8RC 939.6RC 939.5RC939.6RC 942.7RC 942.6RC 942.8RC 942.7RC 942.6RC 942.6 RD 942.3 RD 942.3 RD 942.0RD 942.2RD 942.4RD 942.2RD RD 932.8RD 932.1RD 928.0 924.6 925.4 927.2 929.1 929.2 928.8 929.0 9 3 0 . 1 939.3SANC 939.4SANC 942.3SANC 942.5SHB 931.818" SPR 932.318" SPR 940.2STC 939.7STC 9 3 9 . 3 S T C 939.0STC 939.0STC 938.4STC 939.0 STC 937.0 937.2 STC 937.9 STC 938.8 STC 939.4STC 940.0STC 94 1 . 0 STC 941.9STC 942. 9 STC 942. 9 STC 943.3STC 942.7STC 942.7STC 943.4STC 940.9STC 940.2STC 940. 0 STC 939.4STC 940.4STC 94 0 . 2 ST C 939.8STC 93 8 . 9 ST C 93 9 . 7 ST C 942.8STKP 943.1STKP 945.0STKP 944.7STKP 9 3 9 . 3 T A D 9 3 8 . 2 T A D 938.2TAD 941.1 TAD 940.0TAD 939.6 TAD 938.9TAD 940.1TAD 940.2TAD 940.7 939. 0 TC 938.9 TC 938.3TC 938.2TC 937.9TC 937.9TC 938.1 938.0TC 938.4TC 938.9TC939.1 TC 937.1TC 942.1TC942.2TC942.3TC 942. 4 TC 942. 8 TC 942. 9 TC 938.1TC 9 3 9 . 7 T C 9 4 0 . 7 T C 941.4TC 941.7TC 938.7 TC 938.5TC938.2TC 937.9TC 937.9TC 938.4TC 938.9TC 939.2TC 939.5TC 939.8TC 940.2TC 940.7TC 941.1 TC 941.4TC 941.3 TC 941.2 TC 941.0 TC 940.7 TC 940.5 TC 940.1 TC 939.9TC 940.5TC 940.8TC 940.9TC 940.5TC 940.6TC 939. 9 TC 940.3TC 940.2TC 940.3TC 940.4TC 940.4TC 940.4TC 940.3TC 939.6TC 939.4TC 938.6TC 938.7TC 937.0TC 937.7TC 937.7 TC 938.3TC 938.5TC 940.4 TC 939.9 TC 939.5 TC 939.3 TC 938.8TC 9 4 3 . 1 T C 942 . 8 TC 942 . 9 TC 943.0TC 942.8TC 942 . 6 TC 942.4 TC 942.3 TC 942. 5 TC 942.4 TC 942.3 TC 942.3 TC 942.3 TC 942.3 TC 942.4TC 941.6TC 941.5 TC 941.7TC 943.3 TC 943.2 TC 943.0TC 942.7TC 942 . 3 TC 942 . 2 TC TCS TCS TCS 938.77" TR 938.37" TR 940.75" TR 939.86" TR 939.56" TR 940.26" TR 940.96" TR 942.22" TR 942.72" TR 941.22" TR 941.72" TR 942.22" TR 942.22" TR 942.72" TR 942.12" TR 941.62" TR942.12" TRTRANS TRAN S 930.0TRANS 929.2UGE 924.0 924.0 924.0 924.0 924.0 924.0 924.0 924.1 923.8 924.0 924.0 924.2 923.9 924.0 924.0 924.0 924.1 926.8 925.4 924.8 926.3 926.1 926.7927.1 926.2 926.2 963.0 965.2 965.2 963.9 938.2 937.9 937.9 937.8 937.8 940.5 940. 0 939.8 939.5 939.4 939.4 939.2 939.0 938.9 938.9 938.6 938.4 938.2 938.2 928.7QUESTION WV 930.5WV 932.9WV WV WV 967.2 968.2 968.4 967.3 967.9 968.0 973.8 977.5 978.7 971.3 951.6 955.8 972.9 974.8 974.7 975.0 974.3 976.6 976.9981.9 980.5 979.2 976.2 948.0 948.9 944.9 957.2 947.48 946.35 949.53 951.41STKP 951.10STKP 950.92STKP 950.97STKP 952.94STKP GENER A T O R GENER A T O R O N CONC P A D C O V E R E D L O A D I N G D O C K WOODEN PLANTER 1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068 40.2 6 0 . 1 60 . 1 40.2 164.2 1 2 . 0 10.2 25.0 2 5 . 0 3.5 1 0 . 0 18.0 4 3 . 3 35.1 0 . 1 122.2 8 3 . 5 41.3 2 4 . 4 41.4 1 2 . 6 13.9 19.9 2 0 . 9 192.3 34.2 4 1 . 1 90.292.6 32.6 1 0 . 5 5.3 2 1 . 4 5 4 . 3 5.4 2 1 . 4 32.5 1 0 . 6 61.0 3 3 . 3 129.5 115.2 4 3 . 1 3.6 1 2 . 9 144.1 1.5 1 2 . 9 4 3 . 6 138.9 5 9 . 9 1 9 . 7 14.3 2 1 . 3 3 9 . 3 22.9 1 . 3 8.5 3 4 . 7 8.5 7 3 . 3 109.4 8.4 3 4 . 7 8.5 3 7 . 3 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.637.725.21 3 . 2 5.0 2 0 . 9 31.0 111.6 1 3 . 0 2.0 4 2 . 9 98.74 3 . 8 3.6 1 2 . 9 1 1 . 8 3.8 4 4 . 0 L=5.8 L=5.6 L=5.4 L=5.3 L=5.3 L=5.1 22.9 MA I N T E N A N C E GA R A G E DETAIL NO SCA L E O V E R H A N G 8 4 . 0 GENER A T O R O N CONC P A D TOP= INV= BH 941.2 938.8 12" PEP S T S TOP= INV= SMH 942.1 933.8 N W INV= 9 2 8 . 7 N E INV= 9 2 8 . 5 S W SMH PARKE D O N TOP = 9 4 2 . 1 12"RCP ST S8" PVC ST S TOP=INV= SMH 939.8933.0SWINV=929.0NW TOP= INV= SMH 934.1 925.2SWINV=925.1NE TOP= INV= SMH 930.2 924.7SWINV=924.6NE 15 " R C P ST S 15 " R C P ST S TOP=INV= CB 939.4935.0NINV=934.8S TOP= INV= CB 938.3 934.5NINV=934.1SW TOP=INV= CB 937.4934.1 TOP=INV= CB 937.2933.7SWINV=933.4SE10" PVC ST S 10 " P V C S T S 6" PVCST S 1 5 " R C P S T S TOP= INV= CB 937.3 933.4NEINV=932.8SW TOP=INV= CB 937.2932.6NEINV=932.0NW INV=931.0SWTOP=INV= CB 937.2930.9NE,SE 12" PVC S T S 30" RCP ST S 15" PVC ST S SMH TOP=939.2 BOTTOM TANK=930.1 NO VISIBLE PIPES B I T U M I N O U S B I T U M I N O U S 9 3 9 938 939 94 0 941 941 930 935 929 926 927 928940 945944943 942941 939 938 937 936 935 934 933 941 942 94 0 94 294 5 94 6 94 7 94 8 94 9 95 0 939 938 939 940 CONC CONC CONCCONC CONC CONC CONCRET E CONCRET E CONCRET E U G E U G E UG E UGE UGE UGE G R A S S G R A S S G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=944.85 TNH=932.14 TNH=944.63 TNH=943.95 TNH=942.53 30" RCPST S G R A V E L G R A V E L KEYSTONE WALL CONC STEPS CB PARKED ON TOP =936.5 SAN TOP=939.3 TOP CAPPED PIPE=935.8 SAN TOP=939.2 B I T U M I N O U S CONCRETE G R A V E L CONC CONC 2 0 . 5 1 . 2 5 . 0 43.0 5 . 0 2 . 0 2 . 0 49.5 2 . 0 6 . 7 5 . 0 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 PERGOLABITUM I N O U S BITUM I N O U S BITUM I N O U S KEYSTONE WALL 6 FOOT CHAIN LINK FENCE KEYSTONE WALL KEYSTONE WALL KEYSTONE WALL 6 FOOT CHAIN LINK FENCE CO N C R E T E G R A V E L B I T U M I N O U S 12"RCP ST S T R E E S T R E E S T R E E S T R E E S BUILDING FOOTPRINT = 208,389 SQ. FT. 970.5 272 TR 971.5 262 TR 970.7 261 TR 975.1 259 TR 975.0260 TR 979.1 265 TR 976.0 264 TR 975.6 263 TR 977.1 270 TR 981.3 266 TR 980.6 268 TR 979.7 269 TR 980.4 254 TR 980.8 253 TR 981.6 267 TR 979.9 252 TR 979.2 255 TR 978.5256 TR 977.9 257 TR 978.1 258 TR 189 TR 978.2 279 TR 978.2278 TR 974.6 277 TR 974.8 190 TR 973.4 191 TR 971.8 197 TR 975.6 196 TR 975.5 195 TR 980.42PVC 978.90RD 978.74 160 TR 980.72 162 TR 976.31 159 TR 972.76 161 TR 158 TR 973.04 156 TR974.26 157 TR 974.81 224 TR 974.49 223 TR 971.52 225 TR 971.08226 TR 968.74 227 TR 973.51 222 TR 974.24 221 TR 974.23220 TR 975.66 218 TR 976.38 219 TR 978.24 216 TR 978.25 215 TR980.37 213 TR 980.41214 TR983.65 210 TR 984.48 240 TR 982.07 211 TR 981.11 212 TR 985.62 241 TR 978.29 217 TR 972.77 233 TR 974.54 163 TR 971.44 164 TR970.55 165 TR 983.06 209 TR 969.55 166 TR 969.79 167 TR 971.39 204 TR 971.64 200 TR 968.35 168 TR 971.50198 TR 972.16199 TR 967.22 169 TR 972.45 203 TR 973.83202 TR 973.79 201 TR 977.06 194 TR 968.10 171 TR 973.20 193 TR 974.88 205 TR 974.88 206 TR 975.14 207 TR 976.60 208 TR 985.12 239 TR 983.60 238 TR 980.18 236 TR 986.01 242 TR 977.11 235 TR 985.93 243 TR 981.08 237 TR 983.33 309 TR 980.98 308 TR 977.09 310 TR 975.99 318 TR 976.78319 TR 976.72 311 TR 977.03 320 TR 978.12 326 TR976.23 331 TR 978.70 327 TR 980.42 333 TR 976.85 332 TR 977.87 334 TR 972.07 335 TR 972.71 336 TR 973.17 349 TR 972.19348 TR 971.43 343 TR 970.22 355 TR 980.81 301 TR 974.16351 TR 975.02 352 TR 975.35353 TR 981.01 305 TR981.36 302 TR 977.24 354 TR 973.61 350 TR 981.88 304 TR 982.30303 TR 979.84 293 TR 976.56 248 TR 984.21 244 TR 980.49249 TR 979.66 246 TR 979.58 247 TR 980.51 245 TR 975.49321 TR 976.25 322 TR 975.51 327 TR 976.02 323 TR 974.63 338 TR 972.36 339 TR 976.46324 TR 970.67 382 TR 976.48 325 TR 967.27383 TR 974.60 330 TR 966.75 380 TR 971.43 342 TR 981.82 329 TR 980.38 328 TR 969.08316 TR969.54 317 TR 971.19 313 TR 972.64 313 TR 970.42 314 TR 970.03 315 TR 956.33 385 TR 965.87 384 TR 961.95 378 TR 960.39 379 TR 968.53 381 TR 964.87 374 TR 964.88375 TR 965.67 376 TR 964.57 373 TR 968.15 377 TR 958.73 370 TR 959.29 371 TR 959.81 369 TR 961.73 372 TR 956.94 368 TR 958.32 367 TR955.22 366 TR 953.43 365 TR 953.26 364 TR 951.76 363 TR 955.22362 TR 959.03285 TR 965.30 286 TR 966.41 287 TR 965.49 288 TR 970.66361 TR 970.25360 TR 971.27 359 TR 971.86 358 TR 971.83 356 TR 972.33 357 TR 961.74 281 TR 960.91 282 TR 964.44 280 TR 967.44275 TR 958.57283 TR 960.50284 TR 968.29273 TR 972.43 271 TR 967.50 274 TR 966.87276 TR 973.11 290 TR 973.94291 TR 972.56 289 TR 976.66 294 TR 977.78 292 TR 972.49 296 TR 971.77 295 TR 973.98 297 TR 975.52298 TR 977.75 300 TR975.54299 TR 971.27 347 TR 970.01 346 TR 968.41 345 TR 966.47 344 TR 969.18 341 TR 969.61 340 TR 978.00 250 TR 967.77 229 TR970.86 230 TR 971.07 231 TR 971.84 232 TR 967.74 228 TR 973.25234 TR 945 950 955 9 6 0 965 970 975 980 9 8 0 975 9 7 0 9 7 0 9 7 5 9 8 0 9 8 5 95 596096 5 97 0 976 977 978 979 981 982 983 984 974 972 973971 981 9 7 9 9 7 8 977 9 7 6 97 4 9 7 3 972 97 1 96 9 968 98 4 983 9 8 2 9 8 1 9 7 9 9 7 8 9 7 6 9 7 2 9 6 8 9 6 7 9 6 6 9 6 9 968 9 6 7 9 6 69 6 4 9 6 3 9 6 2 9 6 1 9 5 9 9 5 8 9 5 7 9 5 6 954 953 952 951 949 948 947 946 944 942 943 943 944 946 94 7 948949 9 6 3 9 6 1 42" RCP ST S(P) TOP=INV= SMH 936.0923.8NECANNOT ACCESSADDITIONAL INVERTSNO LADDER W ( P ) W (P) W ( P ) W ( P ) W (P) 13 14 15 16 18 19 20 21 23 9 3 2 . 7 9 3 2 . 9 9 3 1 . 9 9 3 2 . 9 9 3 2 . 5 9 3 1 . 5 12 11 12" PVC 25 26 27 1 22 2 3 4 5 6 7 8 9 10 6" F M ( P ) P A V E R S RD RD RD BE VP RD BE 14"SPR RDRD RD RD CONC . 942 942.5 942.5 942.6 942.4 942.3 942.5 942.3 941.9 942.3 942.6 941.7 942.3 942.4 942.4 942.1 942.3 942.4 941. 8 941.3 941.6 942.4 942.4 942.4 942.2 942.2 942.4 942.4 942.2 942.3 942.6 942.9 942.7942.6 942.8 942.3 942.5 941.5 942.1 941.5 941.2 941.2 941.5 941.5 942.0 941.7 942.0 941.8 941.7 941.1 942.0 942.7 942.7 943.0 943.0 942.5 942.9 943.0 942.5 942.8 942.6 RD RD BE RD 2.14"BAS 24"MPL 942 942.5 942.6 BE RD RD RD B E RD RD LA 2"ARB 13"MPL KEYSTON E WALL CONC . 942 942.3 942.6 943.0943.2 942.8 942.9 942.8 942.6 942.6 942.3942.3 9 4 2 . 6 942.7 9 4 2 . 6 942.4 942.1 942.4 942.5 942.5 942.5 942.4 942.7 942.4 941.9 942.3 942.4 941.8 942.1 942.2 941.3 941.6 941.6 942.1 942.1 941.7 TOP=INV= CB 927.7923.9(W) INV=924.0(E) F O L F O L FOL FO L FOL FOL FOL UGC UG C UGC UGC U G C UGC UGC UGC U G C DRI -2 ST-108 ST-109 ST-110 ST-111 ST-112 ST-113 ST-114 ST-115 ST-116 ST-117 ST-118 ST-131 ST-132 ST-133 ST-134 ST-135 ST-136 43.0 43.0 43.0 43.0 43.0 43.0 43.0 33.0 43.0 43.0 42.9 42.9 42.9 42.9 42.9 42.9 42.9 42.9 43.0 42.9 42.9 42.7 42.5 42.1 42.7 41.4 41.6 41.7 42.6 42.6 42.441.9 41.9 42.6 42.5 42.9 42.4 ME 42.3 ME 42.3 ME 42.4 ME 42.4 ME 42.3 42.5 42.5 41.5 42.8 43.1 46.7 47.8 ME 45.0 ME 35.0 ME 32.3 ME 32.5 ME 32.7 ME 34.2 ME 33.5 ME 30.2 ME 30.2 ME 30.1 ME 30.3 ME 29.8 ME 31.9 ME 29.6 ME 32.3 ME 32.6 ME 32.8 ME 32.7 ME 32.0 ME 38.2 ME 32.3 41.9 ME 42.5 41.7 ME 42.0 ME 42.6 ME 42.5 ME 42.5 ME 42.5 42.8 ME 42.7 ME 42.942.4 ME 42.5 42.4 42.5 42.9 42.9 ME 42.8 42.9 ME 42.8 ME 42.4 ME 42.6 ME 42.0 41.6 41.1 41.941.9 41.9 41.7 41.4 40.942.143.5 ME 43.0 ME 42.6 ME 42.4 ME 42.3 ME 41.7 ME 42.2 ME 42.4 ME 42.4 ME 42.6 ME 42.4 ME 42.2 ME 42.4 ME 42.5 ME 42.2 ME 42.8 ME 45.5 ME 48.0 ME 47.9 ME 46.7 ME 46.0 ME44.5 ME 41.3 41.6 42.0 42.342.0 41.85 42.15 42.15 41.94 41.6 42.3 42.2 42.5 42.3 42.0 42.242.4 41.7 42.8 ME 41.9 42.0 41.4 942 943 944 945 946 947 931 942 942 942 942 941 940 935 D D D D D D D 16 C5.01 16 C5.01 16 C5.01 16 C5.01 16 C5.01 16 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 C5.01 4 C5.04 4 C5.04 4 C5.04 4 C5.04 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C3.01 GRADING AND DRAINAGE PLAN WEST 1.ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. 2.THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT. 3.OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE CITY. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. 5.INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. 6.INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. 7.REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 8.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 9.REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT. 10.REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, SHEET C2.05, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. 11.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 12.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 13.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. 14.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. 15.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. 16.PROPOSED ELEVATIONS SHOWN TYPICALLY AS 55.1 OR 55 SHALL BE UNDERSTOOD TO MEAN 955.1 OR 955. 17.SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS. 18.THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL, AS REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. 19.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (3:1), UNLESS OTHERWISE NOTED. 20.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. REFER TO LANDSCAPING PLANS FOR SOD AND SEED LOCATIONS. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 21.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 22.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 23.ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889. 24.ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. 25.ALL SANITARY SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. 26.ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 27.ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. 28.FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: a.IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. b.ACCEPTABLE MANUFACTURERS / PRODUCTS: i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS” ii. PRESS-SEAL, WATERSTOP GROUTING RINGS” iii. OR APPROVED EQUAL. 31.INSTALL WATERMAIN AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAIN TILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR). 32.INSTALL MANOLES, CATCH BASINS, STORM SEWER, SANITARY SEWER, DRAIN TILE, AND OTHER POTENTIAL SOURCES OF CONTAMINATION AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR). 33.LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. BEFORE BEGINNING CONSTRUCTION. 34.PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR. 35.MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. 36.STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS, AND MANHOLES. ADJUST GATE VALVE AND MANHOLE LOCATIONS TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. STAKE CURB AND GUTTER ALIGNMENTS TO ALLOW CURB INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITH CURB AND GUTTER. GENERAL NOTES ST-1 DRI -1 955 54.6 955 54.6 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS APPROXIMATE SOIL BORING / DOUBLE RING INFILTROMETER TEST LOCATION PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND 1 C5.01 REFER TO SPEC 31 00 00 EARTHWORK AND UNIT PRICES. REFER TO SPECIFICATION 31 00 00 FOR PROCEDURE ON HOW TO CALCULATE ACTUAL SOIL CORRECTION QUANTITIES. INCLUDE THE FOLLOWING QUANTITY FOR THE BUILDING PAD SOIL CORRECTION IN THE LUMP SUM BASE BID: XXX CUBIC YARDS BUILDING PAD SOIL CORRECTION QUANTITY BENCHMARKS (FIELD VERIFY BEFORE USING) NOT FOR CONSTRUCTION CITY SUBMITTAL Page 50 of 113 FFE = 936.0 = ARCH 93'-0" MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2" LOWER LEVEL FFE = = ARCH PROPOSED BUILDING ADDITION 1 28 20 6 60 50 NO PARKING NO PARKING EV ONLYEV ONLYEV ONLYEV ONLY 6 PROPOSED BUILDING 935.7 935.5935.7 935.4 929.2 927.6924.9 936.3 936.4 936.6 936.4 934.5 935.1 935.1 93 5 . 2 935.1935.3935.4 935.8 935.8 936.0 935.3935.1 935.3935.3 935.3 935.2935.3 935.2935.3 933.8 931.5EMG 935.9GATE GLP 924.0 924.9 TOP=INV= SMH 935.5929.1EINV=929.0S,NW 15" P V C S T S 12 " P V C S T S A R T I F I C I A L T U R F F I E L D G R A S S BITUMIN O U S 6" W ( P ) 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP ST S 6" P V C ST S 12"RCP ST S 2 4 " R C P S T S 2 4 " R C P S T S 30"RCP ST S 24 " R C P S T S 24"RCP ST S 24"RCP S T S 15 " P V C S T S 8" V C P S T S 8 " P V C S T S 21"RCP ST S 3"W(P) 3"W(P) 8 " W ( P ) 8"W(P) 1 2 " W ( P ) 6" W 6"W W W W TOP= INV= CB 931.6 926.7 NEINV=926.8 EINV=927.8 S TOP= INV= CB 941.1 935.8 T O D R O P INV= 9 3 6 . 4 S W TOP= INV= SMH 935.4 928.6 NINV=928.4 SINV=932.1 NW INV=929.0 E TOP=INV= CB 943.4938.8 TOP=INV= CB 932.9930.4 SINV=930.2 N TOP=INV= SMH 930.2922.9 NINV=923.0 SINV=923.1 SE 938.5938.5 939.6 940.1 940.0 940.1 940.3 940.3 940.3 940.2 941.2 940.5 940.5 940.4940.2 945.7945.1944.8944.4944.2 943.0 943.4943.1942.9942.5942.2941.9941.5941.1940.8 942.6 937.7 936.8 938.8 936.8 937.0 939.7 940.6 937.5 939.9 941.7 942.4 943.6 943.9 944.3 942.9 942.8 944.4 944.5 942.1 935.3 936.2 935.1 934.2 933.7 933.5933.4 934.8934.8 933.7 933.4 934.7 938.5 935.9 938.7 934.0 933.7 934.9935.0 933.9 934.2 938.5938.3 934.5 934.4 934.9935.0 934.8 934.9 937.5937.2 935.1 935.1 935.4935.5 935.5 936.8936.9 936.0 935.7 935.9 936.7 937.7938.0 937.0 936.8 935.9936.4 937.2 937.9939.1 939.0 937.3 936.2936.0936.0 936.4 936.5 937.4 937.5 936.3 936.3 936.2 936.2 935.9 935.4 935.3 935.0 934.9 935.1 935.3 934.9 935.5 935.2 935.0 935.2 935.3 935.8 936.6 936.5 936.4 936.4 936.2 936.4 936.6 936.7 936.0 935.6 935.3 935.2 935.2 935.5 935.5 935.1 935.2 935.4 935.6 935.9 936.9 936.2 935.9 936.0 936.9 935.9 935.8 935.4 935.0 934.9 934.7 934.8 935.0 934.6 934.4 934.5 934.7 935.0 935.2 935.6 935.7 935.7935.9 935.6 935.7 935.7 935.5 935.5 935.5 935.3 935.1 934.8 934.6 934.4 934.2 934.1 934.2 934.0 933.9 934.0 934.2 934.4 934.7 934.9 935.1 935.4 935.4 935.3 935.3 935.3 935.4 935.1 934.9 934.6 934.3 934.0 933.8 933.6 933.7 933.4 933.7 934.0 934.4 934.5 934.7 935.1 935.4 935.6 935.5 935.3 935.2 935.4 935.3 935.1 934.7 934.4 934.2 934.0 933.6 933.3 933.0 932.9 934.4934.6 934.7 932.9 933.5 933.3 933.2 934.1 934.1 933.5 933.5 933.8 934.4933.9 934.1 934.9 935.0 934.2 934.6 935.3 935.3934.9 935.2 935.4 935.3 934.9 934.9935.1935.2 935.5 935.2 934.5 933.4 934.8 934.4933.0931.6 931.5 933.2 934.8 934.9933.3 931.7 933.4 934.8 934.7 933.9 934.6 934.0 935.3 935.6935.0 934.9 935.8 936.0935.3 936.2 936.4 937.5 934.7 933.8 934.1 935.2 934.0 934.8 935.5 933.1 932.6 931.9 935.4 935.5 935.6 935.7 935.5 935.4 935.3 935.4 935.5 935.5 935.4 935.3 935.2 935.4 935.5 935.4 935.3 935.2 935.1 935.3 935.4 935.4 935.2 935.1 935.0 935.2 935.3 935.3 935.1 935.1 935.0 935.1 935.3 935.2 935.1 935.0 934.9 935.0 935.1 939.8 939.9 938.0 938.0 939.7 937.7 937.3 938.9 940.5 940.7 936.7 937.1 937.2 937.7 935.6 935.6 935.6 935.6 935.7 935.4 935.5 935.5 935.4 935.5 935.5935.4 935.4 935.5 935.5935.4 935.4 935.5 935.5935.4 935.4 935.5 935.5935.4 935.4 935.5 935.5935.4 935.4 935.5 935.4 939.7 937.4 935.9 935.6 935.1935.3 935.7 936.0 935.8 939.0 944.1 935.0935.0 935.3 935.3 935.8 935.8 935.5 935.9 928.4 927.5 925.3 925.3 930.9 929.1 927.4 925.5 925.1924.9 926.5 925.7 927.5 926.4 927.2 926.7 925.8 924.5 925.8 926.7 926.7 926.4 951.7951.0950.4949.3949.0948.8948.6948.4947.9947.6946.7946.2946.0945.5944.8944.6944.5 933.7 935.1 935.7 935.6 935.3 936.1 936.3 936.3 936.4 936.3 935.9 935.5 935.3 934.6 934.6 935.1 935.4 936.0 928.9 929.1 941.7 942.1 942.2 942.1 941.7 941.5 942.2 940.0 932.3 929.7 929.4 929.4 929.8 930.1 930.7 930.1 930.6 932. 8 932.6 932.7 933. 1 932.8 932.3932.3 930. 9 930. 6 9 3 0 . 7 9 2 9 . 5 929.8929.4 929.0 929.0 928.0 929.7 929.9 928.2 931.1 932.2 931.5 932.1 933.9 934.3 935.6 935.8 935.4 931.2 932.4 929.9 929.5 932.6 931.7 929.3 930.2 935.6 934.8 933.5 935.4 935.2 935.5 935.4 930.9 929.8 932.0 930.9 932.0 931.4 930.6 930.1 929.7 931.3 931.7 932.1 932.3 932.3 932.7 932.8 932.7 932.6 932.5 931.8 931.9 931.7 931.7 932.0 930.9 931.3 931.7 932.0 932.5 932.3 932.7 933.3 932.9 934.9 936.4 938.2 938.5 938.3 939.7 941.8 933.8 934.7 935.5 936.1 936.6 936.9 937.5 938.6 940.8 942.1 942.3 941.3 941.2 9 4 2 . 7 942.5 942.6 942.4 941.9 942.2 942.3 942.2 942.3 942.4 942.0 940.9AIS 938.836" ASH 938.836" ASH 939.136" ASH 939.536" ASH 940.536" ASH 941.026" ASH 943.8943.8 943.6 943.6 943.1 943.0 941.5 941.6 940.0 939.8 938.7 938.3 938.3 937.7 937.3 936.9 936.9 936.5 936.4 936.0935.3 935.3934.9934.8 934.8 935.6 937.8 939.9 940.9 941.9 942.5 943.0942.3 942.1942.0 941.9 942.0 942.1 941.9 941.7 940.1 937.6 935.8 935.2 934.9 934.4 934.4 934.6 935.1 935.6 935.5 935.5 935.1 935.1 934.6 934.7 934.9 935.4 935.4 935.4 935.3 935.4 935.2 934.3 934.2 934.7 935.0 934.9 934.7 934.7 934.8934.7934.8935.0935.0935.1935.2 935.1 935.1 934.9 934.7 934.4 935.0 935.4 935.4 935.5 935.4 935.3 935.6 935.5 935.5 935.4 935.4 935.3 935.3 935.3 935.5 935.5 935.6 935.4 935.3 935.2 935.2 935.0 935.2 935.2 93 5 . 2 93 5 . 1 935.0 935.1 935.1 935.0 935.1 935.1 935.2 935.1935.2 935.3 935.3 935.2 935.1 935.0 935.1 935.3 935.4 934.8 934.8 934.9 934.6 934.8 934.8 934.4 93 4 . 8 935.0 935.1 934.7 931.9 930.9930.8 930.8 931.2 931.5 935.1 935.4 935.7 935.8 936.2 936.3 936.4 936.7 937.2 937.8 938.7 939.8 940.5 939.6 939.1 939.1 939.3 939.5 939.7 940.1 940.3 940.6 940.8 941.2 941.4 941.7 941.8941.6941.2940.9940.6940.4940.2 940.0939.8939.4939.4939.8940.3940.5 940.0 940.2 940.7 940.9 940.1 938.8 938.0 937.4 937.1 937.1 936.8 936.6 936.3 936.1 936.0 935.5 934.9 934.3 933.8 933.5 933.4 930.9 930.7 930.3 929.9929.5 929.6 929.3 929.2 929.4 930.1 930.9 931.0 930.8 930.4 930.3 930.6 930.7930.8 931.8 933.2 934.2 934.7 934.9 935.1 935.7 9 3 5 . 9 93 5 . 8 935.8 935.8 935.6 935.8 929.5 929.6 929.7 935.7 933.4 BE BE BE 27 BE BE BE BEBE BE BE 932.8BE 932.924 BE 25 BE BEBEBE26 BEBEBE 941.0 939.2BTL 939.2BTL 938.0BTL 937.9BTL 938.1BTL 938.1BTL 939 . 2 BTL 939 . 2BT L 940.0BTL 940.0BTL 942.6BTL 943.2BTL 943.9BTL 944.0BTL 931.7BTL 934.9BTL 939.4 937.7 938.1 938.5 938.7 938.4 938.2 938.4 940.8941.0941.1941.2 941.1 940.9 940.1 938.5 938.4 938.5 938.3 938.0 938.0 938.4 939.0 940.9 941.2 941.3 940.7 940.7 940.6 940.6 940.2 940.4940.8 935.1 934.2934.2 934.1 936.3 936.3 936.7 93 6 . 5 936.6 936.7 936.7936.3 936.7 934.7 934.9 935.0 935.9 935.6 935.4 935.3 935.3 935.3 935.3 935.1 935.1 935.1 935.1 935.0 934.9 934.9 934.9 934.8 934.7 934.7 934.9 935.0 935.8 935.7 935.5 935.4 935.3 935.2 935.2 935.1 935.2 935.1 935.0 934.9 934.9 934.8 934.8 935.1 934.9 935.0 935.6 935.6 935.6 935.6 935.6 935.7 935.7 935.7 935.5 935.5 935.4 935.4 935.7 935.6 935.5 935.5 935.5 935.2 935.2 935.2 935.2 935.2935.2 934.7 935.0 935.6 935.6 935.6 935.8 935.9 935.6 935.8 935.6 935.5 935.5 933.4 933.4 932.3 932.1 932.5 932.6 931.8 931.5 931.2 931.0 931.6 932.1932.5 941.9 941.9 942.3 942.2 941.2 940.9 939.7 939.4 937.9 937.5 936.3 936.1 935.7 935.7 935.6935.7 935.7 935.3 935.1 935.7935.6 935.7 946.3945.5945.1944.7944.6944.2944.4944.1944.0943.1 9 4 2 . 9 9 4 2 . 9 9 4 1 . 9 941.8 940.3 940.3 940.2 940.5 940.8 929.9 929.8 930.1 930.0 930.0 930.0930.0 930.0 930.4 932.6 932.0 932.8 942.8942.9 942.0941.7 941.6 942.2942.0 943.0 942.2 941.5 941.3 941.0 CBOX 936.0 936.0 935.1 935.7 937.1 939.7 944.2 945.1 945.5 935.4 935.4 935.6 934.8 934.8 935.5 935.1 934.6 935.6 934.3 935.0 935.4 935.4 935.6 935.6 935.6 935.7 934.7 934.4 935.2 934.9 934.5 934.6 934.7 935.8 935.2 935.4 935.8 935.8 935.9 935.9 935.2 933.4 933.5 933.1 CO 943.0COL 942.3COL 9 3 0 . 7 C O N D U I T . 6 929.5 941.92" CRAB 941.12" CRAB941.92" CRAB 941.32" CRAB CS 929.7 929.8 935.8 935.7 935.9 EB 932.4EMG 932.2EMG 931.3EMG EO 928.4 928.2 929.5 929.5 927.6 927.7 928.2 928.1 923.2INV= 923.2INV= 942.1FH 940.3GATE940.7GATE 934.7GATE GATE 935.2GATE 935.3GATE 934.9GATE 934.8GATE 935.0GATE 935.0GATE 935.5GATE 935.5GATE 935.4GATE 935.4GATE 935.5GATE 935.5GATE 934.7GATE GATE 934.9GATE 935.2GATE 935.9GATE 935.9GATE 935.8GATE GATE GATE 935.9GATE 934.6GLP934.6GLP 933.7GLP933.6GLP GP GP 929.6GP 936.6 936.4 936.5 936.4 936.4 936.4 936.3 936.4 936.5 936.5 936.5 936.3 936.3 936.4 936.4 936.5 936.5 936.5 936.5 936.3 936.4 936.5 936.4 936.5 936.6 936.7 936.8 936.7936.6936.5 936.5 936.4 936.9 936.9 936.8 929.1 929.2929.3929.9931.3932.7 932.8 932.1 931.6 930.5 929.8 930.1 931.0 931.8 932.1 932.7 932.7 931.1 929.7 929.2 940.3GW 940.2 940.1 939.9 939.2 939.4 939.5 943.7 943.4 943.4 943.2 943.0 942.7 942.8 942.6 HCS HCS HCS HCS HCS 944.0HCSHCS943.1HCS942.8HCS HH HHE 935.5HHE 930.2HHE 934.2HHF 934.7HHFHHF HYD HYD LD 938.2LP 938.8LP 935.1LP LP 935.5LP LP LP LP LP LP LPLP935.2LP LP 934.2LP LP 935.9LP 937.5LP 944.7LPLP942.3LP940.9LP939.8LP LP 935.5LP 934.8LP 940.7LP 935.734" MC 940.24" MPL 938.94" MPL 940.02" MPL 940.3 940.0 939.3 943.8 944.1943.9 943.6942.4 942.6942.3 942.1 941.72" OAK 940.52" OAK 939.02" OAK 937.62" OAK 941.9PIV PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS 940.7PKS 933.4PKS 935.1PKS 941.0PKS 941.1PKS 942.3PKS 946.5PKS 931.5PKS 943.3PP940.3PP 939.8 939.6 939.2 939.0 939.2 938.6 939.0 939.6939.7 939.5 939.1 938.7 938.5 938.3 938.1 938.0 938.3 938.8 939.1 939.1 938.0 939.9 RC 940.0 RC 938.8 RC 938.8RC 938.8RC 939.6RC 939.5RC939.6RC RD 932.8RD 932.1RD 933.3RD 928.0 924.6 925.4 927.2 929.1 929.2 928.8 929.0 930.3 929.8 929.4 9 3 0 . 1 929.8 930.2 935.7 935.7 935.6 935.5 935.5 935.5 935.5 935.5 935.6 935.9 935.9 935.8 935.8 935.8 935.8 935.9 935.8 935.8 935.8 935.8 935.9 935.9 935.8 935.9 935.8 935.9 935.8 935.4 935.4 935.5 935.4 935.4 935.4 935.4 935.4 935.5 935.4 935.4 935.4 935.5 935.4 935.5 935.6 935.5 941.0 RMP 935.6SANC 935.3 935.3 935.5 935.5 SC O R E B O A R D 931.818" SPR 932.318" SPR 9 3 9 . 3 S T C 939.0STC 939.0STC 938.4STC 940.9STC 940.2STC 940. 0 STC 940.2STC 939.4STC 9 3 9 . 8 S T C 9 3 9 . 7 S T C 9 3 9 . 5 S T C 939.4STC 940.4STC 94 0 . 2 ST C 939.8STC 93 8 . 9 ST C 93 9 . 7 ST C 935.8STC 935.9STC 9 3 9 . 3 T A D 9 3 8 . 2 T A D 938.2TAD 940.0TAD 939.4 TAD 939.6 TAD 938.9TAD 944.1TAD 9 3 9 . 8 T C 939. 0 TC 938. 9 TC 938.3TC 938.2TC 937.9TC 937.9TC 938.1 938.0 940.2 940.0TC 940.5TC 940.4TC 940.4TC 940.3TC 940.3TC 940.4TC 938.7TC 938.5TC938.2TC 937.9TC 937.9TC 938.4TC 938.9TC 941.0 TC 940.7 TC 940.5 TC 940.1 TC 939.9TC 940.5TC 940.8TC 940.9TC 940.5TC 940.6TC 939.2TC 939.3TC 939.5TC 939.8TC 940.1TC 939 . 9 TC 940.4TC 940.4TC 940.3TC 940.3TC 940.5TC 940.8TC 941.1TC 941.5TC 941.9TC 942.2TC 942.6TC 942.8TC 943.1TC 943.5TC 943.9TC 944.4TC 944.8TC 945.1TC 945.5TC 945.9TC 940.7TC 941.1TC 941.4TC 941.7TC 942.0TC 942.3TC 942.7TC 943.0TC 942.8TC 943.6TC 943.8TC 944.0TC 944.3TC 944.5TC 944.9TC 945.5TC 946.2TC 932.2TC 932.6TC 933.0TC 933.2TC 933.7TC 934.0TC 934.7TC 934.9TC 935.2TC935.2TC TCS TCS TCS 940.2TL 935.2TN935.2TN935.3TN935.3TN935.3TN935.4TN935.4TN935.4TN935.4TN935.5TN935.5TN 934.6TN 933.5TN 935.5 935.6 935.7 935.4 935.5 935.7 938.77" TR 938.37" TR 941.22" TR 941.72" TR 937.62" TR 937.92" TR 938.52" TR 942.12" TR 941.62" TR942.12" TR TRAN S 930.0TRANS 924.0 924.0 924.0 924.0 924.0 924.0 924.0 924.1 926.8 925.4 924.8 926.3 938.2 937.9 937.9 937.8 937.8 938.2 938.2 940.5WV 935.3WV 932.9WV WV 937.7WV 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.63 7 . 725.21 3 . 2 5.0 2 0 . 9 31.0 3 . 7 40.4 1 0 4 . 6 111.6 1 3 . 0 2.0 4 2 . 9 98.7 L=5.1 GENER A T O R O N CONC P A D TOP= INV= CB 939.4 935.0NINV=934.8S TOP=INV= CB 938.3934.5N INV=934.1SW TOP=INV= CB 937.4934.1 TOP=INV= CB 937.2933.7SWINV=933.4SE10" PVC ST S 10 " P V C S T S 6" PVCST S 1 5 " R C P S T S TOP=INV= CB 937.3933.4NE INV=932.8SW TOP=INV= CB 937.2932.6NEINV=932.0NW 12" PVC S T S 30" RCP ST S 15" PV C ST S TOP=INV= CB 939.3933.9SEINV=929.5SWINV=928.4NE 36 " R C P ST S 36 " R C P ST S 18" RCPST S 12" PVCST S TOP=INV= CB 939.4935.2SWINV=934.2E INV=933.5NW 2 7 " R C P S T S 21" RCP S T S TOP=INV= SMH 934.8927.2E,WINV=924.3SINV=923.7N TOP=INV= SMH 934.0928.4NINV=928.3S INV=928.25EINV=928.2W TOP=INV= CB 932.5929.3NINV=929.2S 18" PVC ST S TOP=INV= CB 934.6930.710" PVC ST S TO P = IN V = CB 93 4 . 3 93 0 . 4 A L L TOP=INV= CB 934.4929.9 TOP=INV= CB 933.4929.6NE INV=929.5SEINV=928.1EINV=928.0W 21"RCP ST S24" RCP ST S 12" PVC ST S TOP=INV= CB 934.8929.5ALL TOP= INV= SMH 935.5 929.4ALL 15" PVC S T S 12 " P V C S T S 1 5 " P V C S T S TOP= INV= SMH 935.5 929.2ALL 1 5 " P V C S T S TOP= INV= CB 939.7 936.0 TOP=INV= CB 939.6936.1 TOP=INV= CB 939.7935.8NINV=935.4EINV=934.5SW TOP=INV= CB 939.7936.1EINV=935.7W 15" PVC ST S 12" PVC ST S12 " R C P ST S TOP=INV= CB 939.1933.1SE,NW CB(BURIED) TOP=935.4 SUMP=932.1 NO PIPES VISIBLE SMH TOP=937.1 INV=927.3 N,SW INV=930.9 E TOP=INV= CB 934.3930.3WINV=926.5S INV=926.1N 12" RCPST S 36 " P V C S T S 42 " R C P S T S B I T U M I N O U S B I T U M I N O U S CONCRETE 941 942 943 944 945 9 4 6 950 945 935 934 9 3 5936937 934 935 935936937938939 940 941 945 942 943 944940 9 3 9 938 939 94 0 941 941 940 938 9399379 3 5 934 933 932 930 935 929 926 927 928 938 BLEACHERS RUB B E R S U R F A C E G R A V E L CONC CONCCONC CONC CONC CONCRETE CONCRET E U G E UGE UGE UGE UGE UGE UGE U G EUGEUG E UG E UGE UGE UGE UGE UGE UG EG R A S S G R A S S G R A S S G R A S S G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=932.14 TNH=943.95 SPIKE=944.88 TOP=INV= CB 938.6932.8SE INV=927.9SWINV=927.7NE 2 7 " R C P S T S B I T U M I N O U S OHE SHED B I T U M I N O U S OHU B I T U M I N O U S CONCRETE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS RU B B E R S U R F A C E RU B B E R S U R F A C E 10" PVC ST S 10" PVC ST S CONC CONC CONC 5 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE CONC WALL CONCRETE CONCRETE CONCRETE G R A V E L CONC 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 36 " P V C S T S 4 2 " R C P S T S ( P ) 42" RCP ST S(P) 12"W(P) TOP=INV= SMH 936.0923.8NE CANNOT ACCESSADDITIONAL INVERTSNO LADDER 19 20 21 23 12" PVC 24 25 26 27 22 BE RD RD B E RD 13"MPL KEYSTO N E WALL CONC . 942 942.3 942.6 942.6 942.6 942.3942.3 9 4 2 . 6 942.7 9 4 2 . 6 942.4 942.1 942.4 942.5 942.5 942.5 942.4 942.2 941.3 941.6 941.6 942.1 942.1 941.7 TOP=INV= CB 927.7923.9(W)INV=924.0(E) TOP=INV= CB 928.4924.6(W)INV=924.7(S) FOL FOL FOLFOL FOL FOL UGC UGC U G C IN P L A C E - E X T E N T U N K N O W N FOL ST-101 ST-102 ST-103 ST-104ST-105ST-106 ST-107 ST-124 ST-125 ST-126 ST-136 43.0 43.0 36.6 36.0 36.0 36.0 36.0 36.0 36.0 36.036.0 36.0 36.036.0 36.0 42.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.8 35.7 35.4 TC 35.1 36.1 34.7 35.9 36.5 34.4 34.7 34.0 34.3 29.8 ME 31.9 ME 29.6 ME 32.3 ME 32.6 ME 32.8 ME 32.7 ME 32.0 ME 32.8 ME 33.0 ME 33.4 ME 38.2 ME 36.4 36.3 38.2 ME 35.5 35.5 35.5 35.8 35.5 35.8 35.6 35.5 35.5 35.5 35.5 35.5 35.5 35.5 35.8 35.8 35.5 35.5 35.5 36.0 35.5 35.5 35.535.535.535.535.535.5 35.5 35.8 35.835.535.5 35.5 35.5 35.5 35.5 42.5 42.4 42.5 42.9 42.9 ME 42.8 42.6 ME 34.1 93 6 93 6 93 5 93 5 935 93 5 93 5 9 3 5 935 935 935 935 93 4 93 3 932 931 932 933 934 935 93 6 935 935 935 934 934 935935 935 936 937 938 939 940 940 940 941 942 D D D D D D D D D D D D D D D D D D D D DD D D S D D D D 7.5' PARKING LANE INP 12' THRU LANE INP 12' THRU LANE INP 7.5' PARKING LANE INP 16 C5.01 16 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 4 C5.04 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C3.02 GRADING AND DRAINAGE PLAN CENTRALST-1 DRI -1 955 54.6 955 54.6 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS APPROXIMATE SOIL BORING / DOUBLE RING INFILTROMETER TEST LOCATION PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND 1 C5.01 REFER TO SHEET C3.01 BUILDING PAD SOIL CORRECTION QUANTITY REFER TO SHEET C3.01 BENCHMARKS (FIELD VERIFY BEFORE USING) 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES NOTES NOT FOR CONSTRUCTION CITY SUBMITTAL Page 51 of 113 FFE = 936.0 = ARCH 93'-0" PROPOSED BUILDING 935.7 935.9 936.1 936.2 936.2 936.1 935.8 935.8 935.7 935.9 936.0 936.1 936.1 935.9 935.8 935.7 935.6 935.8 936.0 936.1 936.0 935.9 935.7 935.6 935.6 935.7 935.8 936.0 935.9 935.8 935.6 935.5 935.5 935.6 935.8 935.9 935.8 935.7 935.6 935.4 935.4 935.6 935.7 935.8 935.8 935.7 935.5 935.4 935.3 935.4 935.6 935.7 951.8951.4950.1948.5946.4943.5940.3 940.7 939.6 941.7 941.4 939.8 939.8 939.7 940.1 940.2 949.3 949.0 948.7 948.5 948.5 949.0 948.7 949.5 951.7 953.0 954.5 955.7 956.0 960.3959.9959.7 959.7 959.8 959.5 959.3 958.8 959.0 959.0 959.0 958.9 958.8 959.0 959.0 959.0 959.2 959.9 960.0 959.6 959.7 959.7 959.7 959.7 960.2 960.1 960.2 960.1 960.2 960.1 961.2 925.4 924.7 924.6 925.0 926.1 928.1 929.2 926.6 926.5 929.2 929.7 926.8 926.2 930.0 926.5 931.4 932.4 931.9 931.8 931.8 932.6 934.7 931.5 931.5933.7934.4934.5 930.7 927.9 927.4 927.1 930.6 934.4 934.2 933.1 932.6 933.2 933.8 933.9932.5933.8933.3932.1 931.1 928.0 926.3925.4 925.4 925.9 924.9 925.2 925.7 926.0 925.0 925.5 926.0 925.2925.7926.3 926.2926.4 925.5 926.2926.7 926.6925.7 927.5 926.0 925.5 928.4 929.6 928.4 927.7 927.9924.1 929.2 927.6924.9 932.1 933.8 934.3 927.2 927.0 939.6 939.5 939.6 939.7 939.6 939.3939.0 938.7 938.8938.3 938.2 939.4 939.0 938.7 939.4 939.3938.9 938.7 938.5 938.6 938.1937.9937.5937.1936.8 936.3936.1935.5935.2 935.5 935.8 936.1 936.3 936.8 937.4 937.7 937.8 938.0937.5937.1 936.8 936.5 936.2935.8935.3 935.5 935.9 936.2 936.6 936.8 937.2 937.7 937.8937.3 937.0 936.6936.3936.0935.3 935.3 936.2 936.5 936.8 937.1 937.5 938.0 938.5937.8937.4937.2936.8936.4 936.0 938.0 938.4 938.8 938.9 939.3 939.7 940.4 947.4 955.0 926.1 926.1 927.1 936.3 936.4 936.6 936.4 936.5936.7 936.4 936.1 935.7 935.3 934.9 934.5 934.5 935.2 935.4 935.8 936.1 936.5 936.8 936.9 937.0 936.7 936.4 936.2 935.6 935.3 935.1934.4 934.7 934.8 935.0 935.7 936.2 936.4 936.7 937.2 935.4 926.3 926.3924.9 926.9 925.6 926.6 926.8 926.5 925.0 926.0 927.0 927.6 928.2 929.6 929.1 931.7 930.9 931.8 931.4 932.9 933.0 933.6 931.8 934.1 927.6AIS 927.8AIS 93 5 . 2 935.4 935.3935.4 936.0 937.3 936.5 936.1935.8 936.0 935.7935.5 935.5 936.0 93 4 . 5 934.9 926.7926.5925.8 926.6 926.7 926.6 926.7926.8 926.8 926.6 926.6926.7 927.3 927.3 927.7927.7927.9 928.1 927.9 927.9 928.3 928.1 929.0 928.8 929.9 929.9 930.0 930.1 931.4 931.3 932 . 3 932.7 932.9 93 2 . 6 93 3 . 0 933.3 933.8 93 3 . 6 927.8928.2 928.3 932.24-6" BIR 932.54-3" BIR 933.83-4" BIR 933.94-4" BIR 936.2BTL 935.3 935.4 935.6 935.7 935.8 935.8936.0936.0936.0936.1936.1936.2 936.1 935.9 935.1 935.3 935.5 935.7 935.8 936.0935.9936.0936.0936.1936.2936.2936.2936.3936.4936.4936.4936.5936.5 936.4 936.3 936.1 936.0 935.3 935.2935.3 936.2 930.1 929.9 930.0 934.2934.2 934. 0 934.4934.3 934.3 933.7933.8934.1 934.1 934.3 934.5 934.6 936.2 CBOX 935.7 935.6 939.7 940.0 940.0939.6939.5939.1 938.9 939.1 940.3 939.9 939.1938.9 940.0 940.4 940.0 940.0 939.6 939.6 960.6960.5959.8958.7959.0 935.0934.1934.3 933.7 932.2 933.8 935.8CO936.0CO936.0CO 936.1CO936.2CO936.2CO 936.4CO936.3CO 928.9CO 935.7 93 6 . 3 926.1 925.8 925.7 925.5 925.7 926.9 927.7 928.5 928.5 929.2 929.7 930.0 930.1 930.9 932.1 932.4 932.6 932.9 933.1 933.9 934.3 930.1EMG 931.5EMG 928.2 928.0 928.6 928.5 929.0 929.6 930.2 930.8 931.8 933.0 934.4 935.4935.1933.6 931.6930.9 930.4 929.2 929.1 928.2 929.0 929.1 935.9GATE 936.4GATE 936.1GATE 935.8GLP 935.3GLP 939.3 939.5 939.4939.3 939.3 939.1939.0938.5 938.4 938.2 938.4 938.6 938.8 939.2 939.3 939.7 939.4 939.4 939.4 939.5 939.3939.0 938.7 938.5 938.6 938.6 938.8 939.1 939.4 939.3 939.4 934.8 934.8 935.0 935.4 935.6 935.6 935.4 935.2934.8 935.0 935.0 929.0LARCH.10" 930.2LARCH.10" 928.4LARCH.10" 929.9LARCH.10" 932.1LARCH.10" 932.4LARCH.10" 932.7LARCH.6"932.8LARCH.6" 932.5LARCH.8" LP 936.9LP LP 928.612" OAK 928.06" OAK 928.24" OAK 930.06" OAK 930.510" OAK 930.24" OAK 930.76" OAK 934.13" OAK 934.63" OAK 934.73" OAK 933.54" OAK 932.23" OAK 922.621" RCP922.721" RCP 93 6 . 3 938.6 941.9 946.0 949.4 951.4952.2950.9950.0948.2945.3943.2941.0940.0 939.9939.1938.0 936.4 936.4 936.5 936.4 936.4 936.3 936.3 936.9 936.2 936.1 937.3 936.6 936.1 936.2 936.0 937.0 936.0 937.1 936.0 937.4 936.0 937.0 936.1 937.8 935.8 93 7 . 1 935.8 93 7 . 3 935.6 93 7 . 0 936.9TC937.1TC937.1TC 937.0 TC 936.8TC936.7TC936.8TC936.8TC936.9TC 937.0TC 937.0TC 937.1TC 936.6TC 924.0 924.0 924.1 924.0 924.0 924.1 924.0 924.0 924.1 924.0 924.0 924.1 924.3 924.1 924.0 924.0 924.3 924.2 924.0 924.0 924.3 924.1924.0 924.0 923.8 923.9 923.9 924.2 924.3 924.0 924.2 924.0 924.0 924.1 924.0 924.0 924.0 924.9 926.2 926.6 928.0 925.8 926.6 926.2 926.0 925.6 926.1 925.2 936.5 936.4 936.4 928.0 933.9932.8 934.1933.3 928.1 UGE WETLAND FLAG SEE GENERAL NOTES SHED MAINTENANCE MH TOP =930.2 TOP= INV= CB 935.9 931.7 TOP=INV= CB 936.2931.8NINV=931.7SW 12" PVC ST S 12" PVC S T S TOP=INV= CB 12 " P V C S T S 926 927 928 929 930 926 92792892 9 925 9 2 5 9 2 6 9 2 7 9 3 3 9 2 8 9 2 9 9 3 0 9 3 1 9 3 2 9 3 4 96 0 9 3 6 937 938 936 G R A V E L U G E UGEUGEUGE B I T U M I N O U S A R T I F I C I A L T U R F F I E L D G R A S S G R A S S G R A S S G R A V E L CONCRETE CONCRETE CON C R E T E B I T U M I N O U S CO N C STONE WALL STONE WALL 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE BITUMIN O U S CONC BRIDGE IC E E L E V A T I O N = 9 2 4 . 0 F E E T D E C . 4 , 20 2 3 G R A S S 928.49 1 TR 926.383 TR 926.31 2 TR TOP=INV= DG 958.1DROP PIPE CB (P) 6" W ( P ) 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP 30"RCP ST S 24 " R C P S T S 24"RCP ST S 24"RCP S T S 15 " P V C S T S 15"RCP INV=924.4 21"RCP ST S W W TOP= INV= CB 931.6 926.7 NEINV=926.8 EINV=927.8 S TOP=INV= SMH 930.2922.9 N INV=923.0 SINV=923.1 SE 935.0 934.9 935.1 935.3 934.9 935.5 935.2 935.0 935.2 935.3 935.6 935.3 935.2 935.2 935.5 935.5 935.1 935.2 935.4 935.6 935.0 934.9 934.7 934.8 935.0 934.6 934.4 934.5 934.7 935.0 934.6 934.4 934.2 934.1 934.2 934.0 933.9 934.0 934.2 934.4 934.3 934.0 933.8 933.6 933.7 933.4 933.7 934.0 934.4 934.5 934.2 934.0 933.6 933.3 933.0 932.9 934.4934.6 934.7 932.9 933.5 933.3 933.2 934.1 934.1 933.5 933.5 933.8 934.4933.9 934.9935.1935.2 935.5 935.2 934.5 933.4 934.8 934.4933.0931.6 931.5 933.2 934.8 934.9933.3 931.7 933.4 934.8 934.0 934.8 931.9 935.4 935.5 935.6 935.7 935.5 935.4 935.3 935.4 935.5 935.5 935.4 935.3 935.2 935.4 935.5 935.4 935.3 935.2 935.1 935.3 935.4 935.4 935.2 935.1 935.0 935.2 935.3 935.3 935.1 935.1 935.0 935.1 935.3 935.2 935.1 935.0 934.9 935.0 935.1928.4 927.5 925.3 925.3 930.9 929.1 927.4 925.5 925.1924.9 926.5 925.7 927.5 926.4 927.2 926.7 925.8 924.5 925.8 926.7 926.7 926.4 926.2 925.9 925.8 926.4 924.1 927.0 927.6 927.2 925.9 926.2 933.7 935.1 935.7 935.6 935.3 936.1 936.3 936.3 936.4 936.3 935.9 935.5 935.3 934.6 934.6 935.1 935.4 936.0 926.8 927.0 931.3 932.7 931.1 930.7 931.9 9 3 1 . 3 931.1 939.8 936.3 937.1 933.4 933.0 933.1 931.1 930.5 928.9 929.1 929.1 929.1 929.1 929.5 932.3 929.7 929.4 929.4 929.8 930.1 930.7 930.1 930.6 932. 8 932.6 932.7 933. 1 932.8 932.3932.3 930. 9 930. 6 9 3 0 . 7 9 2 9 . 5 929.8929.4 929.0 929.0 928.0 929.7 929.9 928.2 931.1 932.2 931.5 932.1 933.9 934.3 935.6 935.8 935.4 931.2 932.4 929.9 929.5 932.6 931.7 929.3 930.2 935.6 934.8 933.5 935.4 935.2 935.5 935.4 930.9 929.8 932.0 930.9 932.0 931.4 930.6 930.1 929.7 931.3 931.7 932.1 932.3 932.3 932.7 932.8 932.7 932.6 932.5 931.8 931.9 931.7 931.7 932.0 930.9 931.3 931.7 932.0 932.5 932.3 935.2 934.3 934.2 934.7 935.0 934.9 934.7 934.7 934.8934.7934.8935.0935.0935.1935.2 935.1 935.1 934.9 934.7 934.4 935.0 935.2 935.2 93 5 . 2 935.1 935.1 935.2 935.3 935.3 935.2 931.9 930.9930.8 930.8 931.2 931.5 930.9 930.7 930.3 929.9929.5 929.6 929.3 929.2 929.4 930.1 930.9 931.0 930.8 930.4 930.3 930.6 930.7930.8 931.8 933.2 934.2 934.7 934.9 935.1 935.7 935.8 929.5 929.6 929.7 935.7 B E BE BE BE BEBE BE BE 932.8BE 932.924 BE 931.7BTL 935.1 934.7 934.9 935.0 935.9 935.6 935.4 935.3 935.3 935.3 935.3 935.1 935.1 935.1 935.1 935.0 934.9 934.9 934.9 934.8 934.7 934.7 934.9 935.0 935.8 935.7 935.5 935.4 935.3 935.2 935.2 935.1 935.2 935.1 935.0 934.9 934.9 934.8 934.8 935.1 934.9 935.0 935.5 935.5 935.4 935.4 935.2 935.2 935.2 935.5 935.5 933.4 933.4 932.3 932.1 932.5 932.6 931.8 931.5 931.2 931.0 931.6 932.1932.5 930.2 930.2 929.9 929.8 930.1 930.0 930.0 930.0930.0 930.0 930.4 932.6 932.0 932.8 935.4 934.8 934.8 935.1 934.6 934.3 935.0 933.4 933.5 933.1 CONDU I T . 2 9 3 0 . 7 C O N D U I T . 6 929.5 CS 929.7 930.1 930.2 930.1 930.3 929.8 935.8 935.7 935.9 EB EB 932.4EMG 932.2EMG 931.3EMG EO 928.4 928.2 929.5 929.5 927.6 927.7 928.2 928.1927.3 927.2 927.7 928.4 928.9 929.3 929.7 929.6 929.6 923.2INV= 923.2INV= GATE 935.2GATE 934.8GATE 935.0GATE 935.0GATE 935.5GATE 935.5GATE 935.4GATE 935.4GATE 933.7GLP933.6GLP 929.6GP 929.1 929.2929.3929.9931.3932.7 932.8 932.1 931.6 930.5 929.8 930.1 931.0 931.8 932.1 932.7 932.7 931.1 929.7 929.2 HHE 930.2HHE 934.2HHF 934.7HHFHHF 939.8 HYD LD LP LP LP LPLP935.2LP LP 931.5PKS RD 932.8RD 932.1RD 928.0 924.6 925.4 927.2 929.1 929.2 928.8 929.0 930.3 929.8 929.4 9 3 0 . 1 929.8 930.2 935.3 SC O R E B O A R D 931.818" SPR 932.318" SPR 932.2TC 932.6TC 935.2TN935.2TN935.3TN935.3TN935.3TN935.4TN935.4TN935.4TN935.4TN935.5TN935.5TN 934.6TN 933.5TN TRANS 930.0TRANS 929.2UGE 924.0 924.0 924.0 924.0 924.0 924.0 924.0 924.1 923.8 924.0 924.0 924.2 923.9 924.0 924.0 926.8 925.4 924.8 926.3 926.1 926.7927.1 926.2 935.3WV 932.9WV 8.4 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03 . 5 22.0 36.36.46.31 6 . 0 8.014.42 7 . 6 3 7 . 7 25.2 1 3 . 2 5.0 2 0 . 9 31.0 1 0 4 . 6 1 3 . 0 GENER A T O R O N CONC P A D TOP=INV= SMH 934.1925.2SW INV=925.1NE TOP=INV= SMH 930.2924.7SWINV=924.6NE 15 " R C P ST S 15 " R C P ST S TOP=INV= SMH 934.8927.2E,WINV=924.3S INV=923.7N TOP=INV= SMH 934.0928.4NINV=928.3S INV=928.25EINV=928.2W TOP=INV= CB 932.5929.3NINV=929.2S 10" PVC ST S TO P = IN V = CB 93 4 . 3 93 0 . 4 A L L TOP=INV= CB 933.4929.6NEINV=929.5SEINV=928.1EINV=928.0W 24" RCP ST S 42 " R C P S T S 935 934 932 930 935 929 926 927 928 UGE UGE UGE UGE UGE UG E G R A S S G R A S S TNH=932.14 B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS 10" PVC ST S 10" PVC ST S CONC WALL CONCRETE CONCRETE CONCRETE G R A V E L CONC CONC 4 2 " R C P S T S ( P ) 42" RCP ST S(P) TOP=INV= SMH 936.0923.8NECANNOT ACCESSADDITIONAL INVERTSNO LADDER W ( P ) W ( P ) W (P) 18 19 20 21 23 9 3 2 . 7 9 3 1 . 9 24 22 TOP=INV= CB 927.7923.9(W)INV=924.0(E) TOP=INV= CB 928.4924.6(W)INV=924.7(S) U G C UGC UGC UGC U G C ST-101 DRI -1 ST-102 ST-103 ST-110 ST-119 ST-120 ST-121 36.0 36.0 36.0 36.036.0 36.0 36.036.0 35.9 35.9 35.9 35.9 35.9 35.9 35.9 ME 32.5 ME 32.7 ME 34.2 ME 33.5 ME 30.2 ME 30.2 ME 30.1 ME 30.3 ME 29.8 ME 31.9 ME 29.6 ME 32.3 ME 32.6 ME 32.8 ME 32.7 ME 32.0 ME 32.8 ME 35.5 35.5 35.8 35.5 36.0 35.5 35.5 35.535.535.535.535.535.5 35.5 35.8 35.835.535.5 35.5 35.5 35.5 32.3 42.6 ME 34.1 93 5 9 3 5 935 935 935 935 93 4 93 3 932 931 932 D D D D D D POND 7P BOTTOM ELEVATION: 916.00 BOTTOM AREA: 922 SF EOF: 930.00 HWL: 929.84 NWL: 926.00 INFILTRATION BASIN 8P BOTTOM ELEVATION: 923.00 BOTTOM AREA: 2,610 SF EOF: 930.80 HWL: 928.60 WQV ELEVATION: 926.70 D D D D D D D D D D 15 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 4 C5.04 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C3.03 GRADING AND DRAINAGE PLAN EASTST-1 DRI -1 955 54.6 955 54.6 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS APPROXIMATE SOIL BORING / DOUBLE RING INFILTROMETER TEST LOCATION PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND 1 C5.01 REFER TO SHEET C3.01 BUILDING PAD SOIL CORRECTION QUANTITY REFER TO SHEET C3.01 BENCHMARKS (FIELD VERIFY BEFORE USING) 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES NOTES NOT FOR CONSTRUCTION CITY SUBMITTAL Page 52 of 113 948.9 949.4 950.3 952.7 954.6 956.0954.0 952.9 960.9 953.4 951.4 950.8951.4951.8951.8951.4950.1948.5946.4943.5940.3 941.7 941.4 949.3 949.0 948.7 948.5 948.5 949.0 948.7 949.5 951.7 953.0 954.5 955.7 956.0 955.5 955.6 955.7 961.4961.1960.9960.7960.3959.9959.7 959.7 959.8 959.5 959.3 958.8 959.0 959.0 959.0 958.9 958.8 959.0 959.0 959.0 959.2 959.9 960.0 959.6 959.7 959.7 959.7 959.7 960.2 960.1 960.2 960.1 960.2 960.1 960.7 960.2 960.2 960.3 960.4 960.5 960.9 960.8 960.8 960.9 960.9 961.2 961.5 961.4 961.4 961.4 961.5 961.2 962.4 962.3 962.3 962.2 962.2 962.3 962.2 962.1 962.3 962.3 962.2 962.2 962.4 962.3 962.4 962.3 961.0 960.6 960.7 960.9 961.3 961.6 961.2 961.4 961.7 961.9 962.2 947.4 946.9 955.0 954.9 951.4 951.2 950.3 949.2 950.1 948.2 BE 935.8936.0936.0936.0936.1936.1 936.0935.9936.0936.0936.1936.2 962.0 96 2 . 6 962.4962.5 96 2 . 7 CBOX 961.7961.4960.9960.6960.5959.8958.7959.0 958.7 958.5 935.8CO936.0CO936.0CO 936.1 962.3 962.5 935.9GATE GM GP GP GP 948.9LP LP 951.424" OAK 949.4 951.4952.2950.9950.0948.2945.3943.2941.0 936.2 936.1 937.3 936.6 936.1 936.2 936.0 937.0 936.0 937.1 936.0 937.4 936.0 937.0 936.1 937.8 93 7 . 1 962.3 TC 8 FOOT CHAIN LINK FENCE SHEDUGE UGE 96 0 96 1 949 9 5 1 950 955 960 961 962 UGEUGE CONC CONC CONC CONCRETE B I T U M I N O U S BITUMI N O U S STONE WALL STONE WALL 8 FOOT CHAIN LINK FENCE 962.6 962.7962.7 961.7 962.6 962.1 962.1 962.7 962.0 962.7 963.1 964.0 964.9 966.0 966.9 967.9 968.8 962.9 963.0 962.9 963.2 963.1 963.2 963.1 963.1 966.2 962.2 962.4 962.3 961.6 961.6 961.8 961.6 962.1 962.3 961.8 961.8 961.7 961.8 961.7 961.5 961.8 962.3 962.2 962.2 962.4 962.5 962.5 962.5 958.4957.5956.8 951.3 951.1 952.8 954.0 971.1 970.2 970.0 970.5 951.9 952.1 953.5 954.1 955.3 954.3 955.8 956.5 959.0 958.8 961.2 962.1 963.6 962.7 963.9 966.2 963.2 BE 962.0BTL 963.1BTL962.2BTL 961.8961.9 962.5 962.5 962.5 962.5 962.9 962.9 962.7 962.8 962.6 962.7962.5 962.4 962.6 962.6 962.3962.0 973.3 973.5 972.536" ELM 971.1 12" ELM 36" ELM EM 971.2 971.5 964.5 965.6 962 . 6 GATE 963.5LP 967.4LP967.4LP LP 952.6LP 965.216" OAK 962.216" OAK 961.8 12" OAK 956.0 12" OAK 952.510" OAK 960.227" OAK 958.0 27" OAK953.7 27" OAK 953.8 27" OAK 963.1OD 962.0 962.2 RC 949.7 952.2SNOW FENCE 955.4 962.8TC 962.6TC 962.3TC 96 2 . 6 TC 967.8TC 967.0 TC 966.0TC 965.1TC 964.3TC 963.6TC 963.1TC 963.3TC 964.3TC 965.1TC 966.2TC 967.1TC 968.0 TC 968.7TC 969.4TC TRANSTRANS 962.8 TV BOX 962.5 962.6 964.5 961.8 962.6 967.5 966.7 965.8 964.9 965.1 962.7962.4962.1 962.8 963.2 963.8 964.4 965.9 965.4 965.4 966 . 0 964 96 6 96 7 968 9 6 3 9 6 4 9 6 7 9 6 8 96 2 96 2 962 962 963 962 9 6 3 963 959958957956954953952 961 96 5 9 6 5 960 955 950 955 12" DIP G R A S S G R A S S G R A S S G R A S S G R A S S 24.216 . 2 UG EUGEU G E U G E UG E U G E U G E T R E E S BITUMINOUS GAS GA S G A S STORM FORCEMAIN (P) TOP= INV= DG 958.1 DROP PIPE CB (P) ST-122 ST-123 NOPARKING 962.8 962.9 962.9 963.6 962.7 962.7 962.8 963.0 963.4 963.3963.4 963.0 964.3964.3964.4964.5964.4964.5964.4964.5964.5 964.0964.3964.2964.2964.2964.1964.0964.2964.1963.9963.8963.8 963.2 963.3 963.1 963.1 963.2 962.8 962.6 962.1 962.1 962.1 962.1 962.5 962.4 962.4 962.3 962.3 962.6 962.6 962.5 962.6 962.7 962.8 962.8 962.8 963.0 962.8 963.8963.7963.8963.7963.8963.7 963.5 963.5 963.5 963.5 963.6 963.5 963.5 963.8 964.0 963.4 962.9962.9 962.2 962.2 962.4 962.6 962.7 963.7 964.3 964.8 964.6 964.6 963.2 962.9 962.0 962.1 961.3 961.2 961.2 961.3 961.0 961.2 961.4961.4961.4961.2961.2 957.0 957.0 956.8 956.3 955.3 955.4 955.3 962.8 962.8 963.0 962.9 962.7 962.6 962.8963.0 963.1963.3 963.5 963.4 955.3 955.7 957.0 958.4 959.6 953.4952.5951.7951.0950.4949.3949.0 963.4AIS 963.7 963.6 963.5 963.2 962.9 962.5 962.2962.4 965.2 965.1 964.8 964.8 964.2 964.2 963.7963.7 963.2 963.2 963.0963.0 963.0 962.8 962.8963.0 963.3 963.3 967.0 966.7 966.5 966.3 966.1 965.9 965.7 965.5 965.3 965.1 964.5 964.0963.6 963.8 963.4BTL 964.7 964.7 964.4 963.8 961.8961.5 961.6961.9 962.0 962.1962.3 962.7 963.0 962.9 962.6 962.2962.4 962.2 962.3 962.3 962.2962.1 963.7 963.5 963.5 963.1 963.2 962.4 962.2962.4 961.8962.3 961.7 962.5 962.7 963.0 963.1 963.3 963.6 963.8 963.7 963.5 963.5 963.1 962.9 962.8 962.6 962.6 962.5 962.6 962.7 962.7 962.7 962.7 964.3 964.3 964.3 964.5 964.4 964.6 962.6 962.8 962.8 962.8 962.9 962.9 962.7 962.5 962.5 962.6 962.6 962.3 GW GW 963.2GW 962.9HH 962.7HHF 963.0HHF 946.5PKS 964.1PP 962.9PPT 961.415" RCP 944.4TC 944.8TC 945.1TC 945.5TC 945.9TC 946.8TC 948.3TC 949.6TC 951.6TC 953.7TC 956.2TC 958.1TC 959.9TC 961.9TC 963.2TC 963.8TC 963.9TCS 963.4TCS 964.5TCS 961.0TCS 963.1 962.9 10 FT. CHAIN LINK FENCE 10 FT. CHAIN LINK FENCE T E N N I S B I T U M I N O U S G R A V E L G R A V E L 944 945 9 4 6 9 4 7 9 4 8 9 4 9 9 5 0 960 955 950 963 964 G R A S S 16 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 18 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E OH U OH U OH U FOL 6"PEP ST S 12 " P V C S T S 6"PEP ST S 12 " P V C S T S TOP=INV= CB 965.3961.15 TOP= INV= DRYWELL965.9 961.3 BOTTOMINV=961.4 TO PIPE 972.4973.1 973.4 972.6 972.1 970.9 964.2964.4964.2964.3 964.8 965.0 964.9 965.0 969.7971.0972.0972.7 973.4 974.0 974.4 974.9 975.4 975.4976.2976.7977.7 974.6 974.0 973.5 974.2 974.6 974.8 965.0 965.5965.4965.4965.3965.4965.3965.2965.0965.2965.0965.0965.1965.2 965.4965.3965.4965.2 970.5 979.8 980.9 981.1 974.1 975.0 971.0 970.4 977.2 979.2 974.0 971.1 976.6 975.5 970.2 970.5 974.7 974.4 969.8 969.9 973.8 973.1 968.6 968.7 973.3 972.6 968.7 969.0 971.7 970.7 969.4 964.8964.9964.8964.7964.7964.8964.9964.8964.9964.9964.7964.6964.7 974.1 976.0 977.4 98 0 . 6 981.5981.7981.6981.2 981.9 981.7 982.2 979.3980.8 980.7 977.0 979.9 980.9 976.7 978.1 977.2 978.1977.2 978.0 977.5977.9978.1 978.2 978.1 982.3 982.3 982.2 978.1 977.8 977.7 977.1 976.8 969.2 969.6970.0971.2971.7 972.3972.7 973.0 973.3 973.5 973.9 974.1 975.6 974.7 974.6 974.2 974.0 973.9 974.3 974.4 974.5 974.7 977.1 977.7 976.0 975.4 975.0 974.6 974.2 973.7 973.1 972.5 971.6 970.9 969.8 968.8 968.6 966.5 965.3 965.3 965.3 965.2 10 BE 10 BE 9 BE 9 BE 9 BE 8 BE 982.311 BE 982.211 BE 13 BE 14 BE BE 12 BE 982.0 3-10" BIR981.9 4-12" BIR 981.2 976.0 976.2976.5 979.6 978.8 977.9982.2981.9 982.1 982.2982.2981.7 982.1 982.1 982.1 978.0979.6 979.6 981.8 981.9 982.1 977.9 978.1 965.0 964.6 964.7 964.6 964.7 964.8 964.8 964.7 978.8 DU S T 973.415" ELM GATE 965.1965.1964.9 964.7 964.9 965.0964.9 964.9 GWGW HYD HYD HYD 982.1LD 978.115" MPL 977.515" MPL 977.1 977.7 OD OD 972.7PKS 971.8PKS974.0PKS 965.1PPU 977.5 976.6 975.8 975.3 974.8 974.6 972.612" SPR 972.318" SPR 971.612" SPR 970.715" SPR 970.212" SPR 970.2971.0971.8973.0973.5 973.4 973.5 973.6 WV 29.8 12 . 0 0.5 24 . 7 34.4 11 . 4 0.4 1.7 22.0 11 . 7 6.0 4. 0 20.3 20.3 3. 9 6.0 11 . 6 22.0 1.6 0.5 11 . 4 81.0 15 . 7 25.9 12 . 3 21.0 0. 5 94.1 6. 3 39.8 1.02.7E 9 10 G R A V E L B I T U M I N O U S 965 966 970 975 980 C O N C R E T E LOADING DOCK CONC STEPS G R A S S G R A S S TNH=975.26 TNH=981.64 W W C O N C R E T E FO L FOL FOL FOL ST-127 ST-128 ST-130 ST-129 67.1 67.1 67.1 67.1 67.1 67.1 67.1 67.1 65.1 65.1 65.1 65.1 65.1 65.1 65.1 65.1 64.9 64.4 64.4 64.4 64.4 64.4 64.4 64.464.9 64.9 64.9 64.9 64.9 64.9 65.1 65.1 65.1 65.1 65.1 65.1 65.1 65.161.4 61.7 EOF 61.9 62.2 62.8 63.5 ME 63.2 ME 63.1 ME 62.5 ME 62.2 ME 62.1 62.4 63.0 63.1 63.4 61.2 ME 64.8 64.6 64.4 63.8 64.364.3 64.2 64.3 TW61.3 BW61.2 ME 64.3 TW 63.3 BW 63.2 ME 63.9 64.264.1 64.0 ME 64.3 64.6 64.8 64.3 65.0 ME 64.7 ME 64.6 64.6 65.0 64.9 ME 65.3 65.4 65.5 65.4 TW64.5 BW 64.4 ME 65.9 65.9 66.0 66.0 TW63.8 BW 63.7 ME 66.2 66.2 TW65.0 BW63.2 ME 62.9 62.3 63.5 ME 63.8 ME 65.1 ME64.3 64.7 64.9 ME 65.3 ME 72.6 ME73.5 ME74.3 ME 74.6 ME 75.3 ME 74.7 ME 65.2 ME65.1 ME65.0 ME65.0 ME65.0 ME 65.1 ME 65.6 ME65.4 ME65.3 ME 65.3 ME 65.0 ME 64.4 ME 63.2 ME 63.1 74.8 74.7 74.474.6 74.5 73.6 73.5 74.4 72.7 72.6 72.7 72.3 ME 71.9 72.0 71.9 71.8 70.9 71.0 71.1 71.0 67.2 67.3 67.4 67.3 66.366.4 63.6 64.6 64.8 ME 64.8 ME 64.5 64.9 65.6 65.0 964 963 962 961960 966 967 967 966 965 965 965 966 967 968 969 970 971 972973 97 5 974 9 7 1 97 0 96 9 968 967 966 9 6 5 967 9 6 6 9 6 5 9 6 4 9 6 3 966 965 964 964 D DDD NO PARKING 10 " P V C 15"RCP 15"RCP 15"RCP 1 2 " R C P S T S 1 2 " R C P S T S 24"RCP ST S 15 " R C P S T S 18"RCP ST S ST S 1 5 " R C P S T S 15 " R C P ST S 21"RCP ST SSAN S 8" SAN S SA N S 8" S A N S SAN S SA N S 8"DIP W TOP=INV= CB 974.5971.1 TOP=INV= CB 974.7971.4BOTTOM=969.1 TOP=INV= SMH 975.0968.7 TOP=INV= SMH 976.9971.7 EINV=972.0 STOP=INV= CB W 976.7973.1 BOTTOM=970.9 TOP=INV= CB 976.6972.7 N TOP= INV= SMH 976.9 972.4 TOP=INV= SMH 974.0968.0 TOP=INV= MH 975.4968.1 TO PIPEINV=967.4 TOP BOTTOM TOP= INV= CB 968.4 963.5 SINV=963.6 N TOP=INV= CB 968.1963.7 SINV=963.8 N TOP=INV= CB 967.9964.2 TOP=INV= MH 974.4960.3 TOP=INV= MH 971.0961.2 TOP=INV= MH 973.1962.3 977.4 976.9 976.3 977.6 977.5 976.7 977.3 977.0 976.4 976.0 975.2 974.4 973.8 974.0 970.7 970.7 970.6 970.3 973.3 972.4 971.5 970.9 970.7 971.1 971.3 971.1 970.2970.4970.4970.2969.7970.2971.0972.0973.6 973.5 971.3 969.6 969.2 969.3 969.3 969.3 969.2969.1969.1 969.1968.9969.2 969.3 972.0 969.1 969.1 968.9 968.9 969.1 968.8968.8968.9968.9969.0971.6 973.4 972.5 970.7 969.0 968.9 968.8 968.8 968.7968.9968.9968.6 970.6971.6972.8 972.8 971.9 970.4 969.2 969.0 968.9 969.0969.9971.0 971.9972.4973.1 973.4 972.6 972.1 970.9 968.5 969.7971.0972.0972.7 973.4 974.0 974.4 974.6 974.4 974.7 974.9 975.4 975.4976.2976.7977.7 974.6 974.0 973.5 974.2 974.6 974.8 970.5 974.7 974.4 969.8 969.9 973.8 973.1 968.6 968.7 973.3 972.6 968.7 969.0 971.7 970.7 969.4 970.9971.1971.3971.7972.2972.7973.3973.8 974.4 974.8975.4975.9976.4976.8977.2 971.0 976.8 975.9 973.4 974.0977.1 976.8 976.4 976.1 975.6 975.1 974.6 973.8 968.6 968.1 967.6 967.0 967.6 967.8 967.4 976.7 978.1 977.2 978.1977.2 978.0 977.5977.9978.1 978.2 978.1 982.3 982.2 978.1 977.8 977.7 977.1 978.1 977.8 977.9 977.8 976.8 976.8 976.7 976.3 976.8 976.5 976.6 976.4977.1977.8 977.7 977.1 977.7 978.5 977.6 976.4 975.6975.8 975.4 974.6 973.8 973.1 972.5 974.0 974.0974.8 975.1 974.6 973.5 974.9 972.9 972.6 973.9 975.1975.0 975.0975.5976.0976.8 976.9 977.8 977.9 977.9 978.0 977.8 977.3977.9978.2 978.0 974.25" ARB975.45" ARB 970.0 969.7 969.6 969.3 969.1 969.0 968.8 969.0 9 6 9 . 5 9 6 9 . 6 969.4 969.2 968.9 969.3 969.3 968.8 968.6 968.9 969.0 969.2 969.4 969.8 969.6970.0971.2971.7 972.3972.7 973.0 973.3 973.5 973.9 974.1 974.1 974.0 974.1 974.7 974.6 975.0 975.3 975.6 974.7 974.6 974.2 974.0 973.9 974.3 974.4 974.5 974.7 977.1 977.7 976.0 975.4 975.0 974.6 974.2 973.7 973.1 972.5 971.6 970.9 969.8 968.8 968.5968.6 13 BE 14 BE 15 BE 16 BE 17 BE 18 BE 18 BE 18 BE 1 BE1 BE 974.2BTL 974.2BTL 973.6BTL 973.6BTL 971.9BTL 971.7BTL 977.6 977.2BTL 976.5BTL 976.4BTL 974.6BTL 974.5 974.3BTL 973.8BTL 973.8BTL 974.3BTL974.4BTL976.8BTL976.8BTL 968.5BTL 976.5 976.6 975.5 975.5 975.6 977.3 977.4 978.0 977.5 977.4 977.5 977.5 977.3 977.3 977.2 976.9 976.5 976.0 975.5 974.9 977.0 977.1 977.2 977.3 977.4 977.1 976.7 976.7 976.2 975.7 974.9 974.8 974.6 974.7 974.6 974.6 973.9 973.7973.7 973.6973.6 973.5 973.7 974.0973.9 972.8 972.2 971.7 971.5 971.3 971.2 974.6975.0 976.0 976.2 976.5 977.9 971.1972.8 976.0 975.9 976.3 976.2 975.8 975.7 975.2 975.3 974.9 974.9 978.0 977.9 978.1 977.7 977.5 977.3 972.9 973.2 973.5 973.7 973.8 973.6977.7 977.5 977.6 978.1 977.5 977.9 977.7 978.2 978.1 978.0 978.2 978.1 974.8 975.0975.0 971.1CBX 973.3CO 973.2 978.8 DU S T 973.3 972.8 972.3 972.2 972.2 971.9 971.8 971.9 971.7 971.8 971.9972.0 972.2 972.4 972.6 972.9 977.6977.8978.1 973.415" ELM 969.9EM GATE 977.7GATE 977.2GP 977.1GP 977.0GP GW 969.2GW 969.3GW 968.2GW 976.3976.3 973 . 7 HCR 977.5HCR HCS HCS 975.2HHC 968.8HHC HHF 969.0HHF 969.2HHF HHF HYD HYD 982.1LD 971.4LP LP MC MC MG 977.8 978.04" MPL 977.312" MPL 972.98" MPL 972.412" MPL 15" MPL 974.8975.0 974.2 974.2 977.1 977.7 OD PKS PKS PKSPKS PKS PKS PKSPKS PKS PKSPKS PKS PKS PKS PKS PKS 972.7PKS 971.8PKS974.0PKS PKS PKS 971.5PPLP 970.7PPLP 970.6PPLP 969.1PPLP 968.9PPLP 969.0PPLP 969.9PPLP PPU PPU 969.4PPU 969.1PPU 968.5PPU 977.5 976.6 975.8 975.3 974.8 974.6 975.1975.5976.0 973.8 974.1 972.58" PVC 970.18" PVC 971.0971.5971.8972.4972.7 965.7INV= 972.612" SPR 972.318" SPR 971.612" SPR 970.715" SPR 970.212" SPR 976.518" SPR 976.318" SPR 975.718" SPR 975.618" SPR 975.918" SPR 975.918" SPR 976.018" SPR 975.818" SPR 977.1STC 976.6STC 976.2STC 973.5STC 973.8STC 974.2STC977.3STC TAD 976.8TAD 974.4TAD 977.2TC 976.7TC 976.2TC 975.7TC 975.2TC 974.8TC 974.4TC 973.8TC 974.1TC 973.2TC 972.4TC 971.9TC 971.4TC 971.2TC 971.1TC 971.0TC 978.2 977.4TC 977.0TC 976.8TC 976.3TC 975.8TC 975.3TC 975.1TC 974.6TC 974.4TC 973.9TC 973.5TC 971.6TC 971.3TC 971.1TC 976.6TC 976.6TC 976.1TC 975.6TC 975.3TC 975.3TC 975.0TC 974.7TC 973.5TC 974.6TC 974.6TC974.6TC974.9TC975.4TC976.0TC976.5TC976.9TC977.1TC977.3TC977.8TC 969.3TC 969.0TC 968.8TC 968.8TC 968.8TC 968.6TC 968.4TC 968.4TC 968.6TC 968.7TC 968.8TC TCS TCS TCS TCS 976.7TRANS 969.5 969.8 970.2971.0971.8973.0973.5 973.4 973.5 973.6 973.8 973.6 973.9 974.4 972.6WV 972.7WV 972.6WV WV WV 973.5WV 94.1 6. 3 39.8 1.02.7 18 6 . 3 13 . 8 1.0 2. 7 29.1 20.5 40 . 1 16.3 4.14. 1 35 . 7 60.0 35 . 5 2.0 21 . 0 2.0 35 . 5 60.1 13 1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W. TOP=INV= CB 973.0969.0 TOP= INV= CB 976.9 970.8WINV=970.4NINV=969.7E TOP= INV= CB 976.5 971.6NW(8"PVC)INV=971.2NW(12"PVC)INV=971.1E 12" RCP ST S 12" PVC ST S 1 2 " P V C S T S 8" PVC ST S TOP=INV= MH 971.7963.0 B I T U M I N O U S B I T U M I N O U S 96 9 97097197 2 97 3 9 7 5 9769749 7 3 971 972 LOADING DOCK G R A S S G R A S S FKA: MURPHY STREET TNH=974.60 TNH=975.26 CONC STEPS CONC STEPS 969 OHU OH U OH U OHU O H U OH U O H U O H U O H U O H U O H U O H U W W W W LA GA S UGE UGE SA N S C O N C R E T E C O N C R E T E C O N C R E T E CONC CONC 30 . 0 65.0 2 . 7 1 . 0 12.5 2.71.0 62.8 11.7 2 . 7 2 . 0 FOL FOL FO L FO L UGC UG C U G C UGC U G C U G C U G C U G C U G C U G C INV= 965.8 INV= 964.2 FOL F O L 69.3 ME 72.6 ME73.5 ME74.3 ME 74.6 ME 75.3 ME 74.7 ME 74.8 74.7 74.474.6 74.5 73.6 73.5 74.4 72.7 72.6 72.7 72.3 ME 71.972.0970 971 972973 97 5 974 9 7 1 97 0 96 9 S DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C3.04 GRADING AND DRAINAGE PLAN FIELDS ST-1 DRI -1 955 54.6 955 54.6 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS APPROXIMATE SOIL BORING / DOUBLE RING INFILTROMETER TEST LOCATION PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND 1 C5.01 REFER TO SHEET C3.01 BUILDING PAD SOIL CORRECTION QUANTITY REFER TO SHEET C3.01 BENCHMARKS (FIELD VERIFY BEFORE USING) 2 C3.04 SOUTHEAST FIELD 3 C3.04 SOUTH 1 C3.04 NORTHEAST FIELD 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES NOTES NOT FOR CONSTRUCTION CITY SUBMITTAL Page 53 of 113 IC E E L E V A T I O N = 9 2 2 . 4 DE C . 4 , 2 0 2 3 6" W ( P ) 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP ST S 18"RCP ST S 12"RCP S T S 12 " R C P S T S 1 2 " R C P S T S 24"RCP ST S 12 " P V C S T S 15"RCP INV=924.4 15"RCP S T S 15"RCP S T S 12"RCP ST S 12"RCP S T S INFILTRATION AREA (P) 12" R C P ST S DT(P) D T ( P ) 12 " R C P ST S 3"W(P) 3"W(P) 3 " W ( P ) 8 " W ( P ) 6"W 6"W W W 6 " W 6" W 8"W W W TOP = INV = SMH 941. 4 928. 9 N E , S TOP=INV= CB 940.6927.2E INV=927.1W TOP=INV= SMH 930.2922.9 NINV=923.0 SINV=923.1 SE TOP=INV= SMH 929.0924.0 TOP=INV= MH 942.1934.3 NW, SW INV=934.2 NE TOP=INV= CB 941.0937.1 TOP= INV= MH 941.6 935.7 TOP=INV= CB 941.0 935.4 SW,NEINV=936.7 N TOP= INV= SMH 941.9 934.55 TOP=INV= SMH 938.3929.8 GENER A T O R GENER A T O R O N CONC P A D C O V E R E D L O A D I N G D O C K 1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068 40.2 6 0 . 1 60 . 1 40.2 164.2 1 2 . 0 10.2 25.0 2 5 . 0 3.5 1 0 . 0 18.0 4 3 . 3 35.1 0 . 1 122.2 8 3 . 5 41.3 2 4 . 4 41.4 1 2 . 6 13.9 19.9 2 0 . 9 192.3 34.2 4 1 . 1 90.292.6 32.6 1 0 . 5 5.3 2 1 . 4 5 4 . 3 5.4 2 1 . 4 32.5 1 0 . 6 61.0 3 3 . 3 129.5 115.2 4 3 . 1 3.6 1 2 . 9 144.1 1.5 1 2 . 9 4 3 . 6 138.9 5 9 . 9 1 9 . 7 14.3 2 1 . 3 3 9 . 3 22.9 1 . 3 8.5 3 4 . 7 8.5 7 3 . 3 109.4 8.4 3 4 . 7 8.5 3 7 . 3 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.637.725.21 3 . 2 5.0 2 0 . 9 31.0 111.6 1 3 . 0 2.0 4 2 . 9 98.74 3 . 8 3.6 1 2 . 9 1 1 . 8 3.8 4 4 . 0 L=5.8 L=5.6 L=5.4 L=5.3 L=5.3 L=5.1 22.9 MA I N T E N A N C E GA R A G E DETAIL NO SCA L E O V E R H A N G 8 4 . 0 GENER A T O R O N CONC P A D TOP= INV= BH 941.2 938.8 12" PEP S T S TOP= INV= SMH 942.1 933.8 N W INV= 9 2 8 . 7 N E INV= 9 2 8 . 5 S W SMH PARKE D O N TOP = 9 4 2 . 1 12"RCP ST S8" PVC ST S TOP= INV= SMH 934.1 925.2SWINV=925.1NE TOP= INV= SMH 930.2 924.7SWINV=924.6NE 15 " R C P ST S 15 " R C P ST S TOP=INV= CB 939.4935.0NINV=934.8S TOP= INV= CB 938.3 934.5NINV=934.1SW TOP=INV= CB 937.4934.1 TOP=INV= CB 937.2933.7SWINV=933.4SE10" PVC ST S 10 " P V C S T S 6" PVCST S 1 5 " R C P S T S TOP= INV= CB 937.3 933.4NEINV=932.8SW TOP=INV= CB 937.2932.6NEINV=932.0NW INV=931.0SWTOP=INV= CB 937.2930.9NE,SE 12" PVC S T S 30" RCP ST S 15" PVC ST S SMH TOP=939.2 BOTTOM TANK=930.1 NO VISIBLE PIPES B I T U M I N O U S B I T U M I N O U S 9 3 9 938 939 94 0 941 941 930 935 929 926 927 928940 945944943 942941 939 938 937 936 935 934 933 941 942 94 0 94 294 5 94 6 94 7 94 8 94 9 95 0 939 938 939 940 CONC CONC CONCCONC CONC CONCRET E CONCRET E CONCRET E U G E U G E UG E UGE UGE UGE G R A S S G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=944.85 TNH=932.14 TNH=944.63 TNH=943.95 TNH=942.53 30" RCPST S G R A V E L G R A V E L KEYSTONE WALL CONC STEPS CB PARKED ON TOP =936.5 SAN TOP=939.3 TOP CAPPED PIPE=935.8 SAN TOP=939.2 CONC CONC 2 0 . 5 1 . 2 5 . 0 43.0 5 . 0 2 . 0 2 . 0 49.5 2 . 0 6 . 7 5 . 0 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 BITUM I N O U S BITUM I N O U S BITUM I N O U S KEYSTONE WALL KEYSTONE WALL KEYSTONE WALL 6 FOOT CHAIN LINK FENCE CO N C R E T E G R A V E L B I T U M I N O U S 12"RCP ST S T R E E S T R E E S T R E E S T R E E S BUILDING FOOTPRINT = 208,389 SQ. FT. 945 950 955 9 6 0 965 970 975 980 9 8 0 975 9 7 0 9 7 0 9 7 5 9 8 0 9 8 5 95 596096 5 97 0 976 977 978 979 981 982 983 984 974 972 973971 981 9 7 9 9 7 8 977 9 7 6 97 4 9 7 3 972 97 1 96 9 968 98 4 983 9 8 2 9 8 1 9 7 9 9 7 8 9 7 6 9 7 2 9 6 8 9 6 7 9 6 6 9 6 9 968 9 6 7 9 6 69 6 4 9 6 3 9 6 2 9 6 1 9 5 9 9 5 8 9 5 7 9 5 6 954 953 952 951 949 948 947 946 944 942 943 943 944 946 94 7 948949 9 6 3 9 6 1 42" RCP ST S(P) TOP=INV= SMH 936.0923.8NECANNOT ACCESSADDITIONAL INVERTSNO LADDER W ( P ) W ( P ) W (P) 13 14 15 16 18 19 20 21 23 12 11 25 26 27 1 22 2 3 4 5 6 7 8 9 10 6" F M ( P ) P A V E R S RD RD RD BE VP RD BE RDRD RD RD CONC . 942 942.5 942.5 942.6 942.5 942.4 942.4 942.4 RD RD BE RD 942 942.5 942.6 BE RD RD RD B E RD RD 942 942.6 942.6 942.5 942.4 942.7 TOP=INV= CB 927.7923.9(W) INV=924.0(E) F O L F O L FOL FO L FOL FOL FOL UGC UG C UGC UGC U G C UGC UGC UGC U G C MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2" LOWER LEVEL FFE = = ARCH PROPOSED BUILDING ADDITION 1 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 2 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 3 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 4 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 5 FFE = 943.0 = ARCH 100'-0" PROPOSED BUILDING ADDITION 6 ST-108 ST-109 ST-110 ST-111 ST-112 ST-113 ST-114 ST-115 ST-116 ST-117 ST-118 ST-131 ST-132 ST-133 ST-134 ST-135 ST-136 43.0 43.0 43.0 43.0 43.0 43.0 43.0 33.0 43.0 43.0 42.9 42.9 42.9 42.9 42.9 42.9 42.9 42.9 43.0 42.9 42.9 42.7 42.5 42.1 42.7 41.4 41.6 41.7 42.6 42.6 42.441.9 41.9 42.6 42.5 42.9 42.4 ME 42.3 ME 42.3 ME 42.4 ME 42.4 ME 42.3 42.5 42.5 41.5 42.8 43.1 46.7 47.8 ME 45.0 ME 35.0 ME 32.3 ME 32.5 ME 32.7 ME 34.2 ME 33.5 ME 30.2 ME 30.2 ME 30.1 ME 30.3 ME 29.8 ME 31.9 ME 29.6 ME 32.3 ME 32.6 ME 32.8 ME 32.7 ME 32.0 ME 38.2 ME 32.3 41.9 ME 42.5 41.7 ME 42.0 ME 42.6 ME 42.5 ME 42.5 ME 42.5 42.8 ME 42.7 ME 42.942.4 ME 42.5 42.4 42.5 42.9 42.9 ME 42.8 42.9 ME 42.8 ME 42.4 ME 42.6 ME 42.0 41.6 41.1 41.941.9 41.9 41.7 41.4 40.942.143.5 ME 43.0 ME 42.6 ME 42.4 ME 42.3 ME 41.7 ME 42.2 ME 42.4 ME 42.4 ME 42.6 ME 42.4 ME 42.2 ME 42.4 ME 42.5 ME 42.2 ME 42.8 ME 45.5 ME 48.0 ME 47.9 ME 46.7 ME 46.0 ME44.5 ME 41.3 41.6 42.0 42.342.0 41.85 42.15 42.15 41.94 41.6 42.3 42.2 42.5 42.3 42.0 42.242.4 41.7 42.8 ME 41.9 42.0 41.4 942 943 944 945 946 947 931 942 942 942 942 941 940 935 I > > > > > > > > >> >> >> >> D > > >> >> D MH 103 RIM: 954.4 INV: 948.00 12" S INV: 935.00 15" NE 48" DIA R-1642 CB 4 RIM: 951.9 INV: 948.20 12" SE INV: 948.20 12" N 48" DIA R-2501-C CB 7 RIM: 951.8 INV: 948.30 12" NW 48" DIA R-2501-C CB 5 RIM: 939.0 INV: 935.50 12" E INV: 935.43 6" SE INV: 934.50 18" N INV: 933.74 15" SW (EX. FIELD VERIFY) 48" DIA R-2501-C CONSTRUCT OVER EX. PIPE. PROVIDE FLEXIBLE JOINT CONNECTION. FIELD VERIFY EX. INVERTS. CB 2 RIM: 935.7 INV: 931.00 24" SW INV: 929.40 24" NE 48" DIA R-2501-C MH 101 RIM: 931.1 INV: 928.40 24" SW INV: 927.60 12" SE INV: 926.40 24" N 48" DIA R-1642 FES 2 24" INV: 926.10 EX. CB 1 RIM: 935.3 INV: 929.00 16" W INV: 926.10 42" N INV: 926.5 36" S (EX. FIELD VERIFY) CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. ADJUST TO FINISH GRADE. 1 3 5 ' - 1 8 " S C H 4 0 P V C @ 1 . 2 6 % 86' - 2 4 " R C P @ 1 . 7 4 % 60' - 2 4 " R C P @ 1 . 6 6 % 5' - 12" RCP @ 2.21% 37' - 12" RCP @ 0.54% 73' - 15" RCP CLASS V@ 2.06% 20 ' - 2 4 " RC P @ 1. 4 6 % INV: 932.00 MECH: XXXX 6' - 12" SCH 40 PVC @ 3.64% MH 109 RIM: 936.1 INV: 931.80 12" W INV: 932.48 6" NW INV: 930.00 16" E INV: 928.50 (EX. FIELD VERIFY) 48" DIA R-1642 CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. >> 50' - 12" RCP @ 0.60% CB 1 RIM: 932.1 INV: 928.00 12" SW 18" DIA PVC, H-20 GRATE D UGS 1 STONE INV: 922.25 WQV ELEVATION: 926.70 HWL: 928.60 CHAMBER + STONE STORAGE: 11,053 CF 923.05 42" W / E (EX. FIELD VERIFY) 72" DIA R-1642 CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. >>>> CB 29 RIM: 929.6 INV: 924.15 24" E INV: 925.00 15" S INV: 924.15 24" W 60" DIA R-2501-C 68' - 24" RCP @ 0.22% EX. CB 3 RIM: 927.7 INV: 924.00 24" E INV: 923.9 24" W (EX. FIELD VERIFY) CONNECT PIPE TO EX. STRUCTURE. PROVIDE FLEXIBLE JOINT CONNECTION. FIELD VERIFY EX. INVERTS. ADJUST CASTING TO FINISH GRADE. CB 3 RIM: 938.5 INV: 933.50 15" SW INV: 932.80 18" S INV: 936.00 6" E INV: 935.49 6" S INV: 932.50 24" NE 48" DIA R-2501-C MH 108 RIM: 935.1 INV: 927.40 24" SE INV: 931.00 12" E INV: 929.50 6" NE INV: 927.40 27" N 60" DIA R-1642 >> 43 ' - 3 6 " R C P @ 0. 7 0 % D >> >> D >> CB 31A RIM: 929.1 INV: 925.40 12" E 18" DIA PVC, H-20 GRATE 39' - 12 " R C P @ 1.03% MH 119 RIM: 929.5 INV: 925.00 12" W INV: 923.1 21" NE/SW (2) (EX. FIELD VERIFY) 48" DIA R-1642 PLACE CASTING OUTSIDE OF PAVEMENT LIMITS CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. CB 28 RIM: 930.0 INV: 926.50 12" W 18" DIA PVC, H-20 GRATE 30' - 12" SCH 40 PVC @ 1.65% EX. MH 2 RIM: 930.9 INV: 926.00 12" E INV: 924.7 15" SW (EX. FIELD VERIFY) INV: 924.6 15" NE (EX. FIELD VERIFY) CORE DRILL EX. STRUCTURE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. ADJUST CASTING TO FINISH GRADE. CB 30A RIM: 942.1 INV: 937.00 12" W 18" DIA PVC, H-20 GRATE 50' - 1 2 " R C P @ 2 . 9 8 % >> >> >>>> >> >> >> >> > > >>>>>> >>>> > > > > > > > > > > > > >> >> >> >> >> >> >> >> CB 32 RIM: 941.9 INV: 937.79 18" SW INV: 938.50 18" E 18" DIA PVC, H-20 GRATE 38' - 18" PVC @ 1.33% CB 34A RIM: 941.4 INV: 938.00 18" N INV: 938.00 18" W 18" DIA PVC, H-20 GRATE 21' - 18" PVC @ 2.38% CB 33A RIM: 941.9 INV: 937.40 18" E INV: 938.50 18" S 18" DIA PVC, H-20 GRATE >> CB 35 RIM: 941.1 INV: 937.20 12" SW INV: 937.08 12" NE 18" DIA PVC, H-20 GRATE 36' - 12" SCH 40 PVC @ 1.12%BD 3A INV: 937.60 MECH: XX'XX" XXXX SF >> >> CB 36 RIM: 941.7 INV: 938.20 12" NE 18" DIA PVC, H-20 GRATE 29' - 12" PVC @ 0.68% CB 37 RIM: 941.6 INV: 938.00 12" SW INV: 938.45 12" SE INV: 938.00 12" NE 18" DIA PVC, H-20 GRATE 35' - 12" PVC @ 0.57% CB 38 RIM: 941.4 INV: 937.80 12" SW INV: 937.80 12" E 18" DIA PVC, H-20 GRATE 33' - 12" SCH 40 PVC @ 0.30% BD 4 INV: 937.70 MECH: XX'XX" FLOWING INTO BUILDING 5' D D 2 2 10' MIN TO OUTSIDE OF STRUCTURE. 10' MIN TO OUTSIDE OF STRUCTURE. 10' MIN TO OUTSIDE OF STRUCTURE. 3 CONNECT TO EX. 6" WM. 6" GV 45° BEND 6"x12"x6" TEE - FIELD VERIFY WM SIZE CONNECT TO EX. 6" WM. FIELD VERIFY. CONNECT TO EX. 6" WM AND PROVIDE G.V. FIELD VERIFY UGS CB 2 RIM: 931.9 INV: 923.00 24" W INV: 923.00 24" N 48" DIA R-2501-C 4" INSPECTION PORT 2 15 C5.01 8 C5.03INV:937.00 8 C5.03INV:937.00 8 C5.03 INV:931.80 1 15 C5.01 20 C5.03 6" WM 6" WM 12" WM 10' MIN TO OUTSIDE OF STRUCTURE. 23' - 12" PVC @ 0.43% CB 30 RIM: 931.7 INV: 927.90 12" NE INV: 927.90 12" NW 48" DIA R-2501-C 5' BD 2B INV: 937.26 MECH: XX'XX" FLOWING INTO BUILDING 29' - 18" SCH 40 PVC @ 0.49% REFER TO MECHANICAL PLANS FOR TREATMENT. 15 C5.01 I I I I I I 45° BEND 45° BEND 10' MIN. 18 C5.036 C5.03 5 C5.03 4 C5.03 >> >> >> CB 34 RIM: 941.1 INV: 938.60 12" N INV: 938.40 12" SW/NE (2) (EX. FIELD VERIFY) 48" DIA R-2501-C CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. 10 1 ' - 1 2 " R C P @ 0 . 5 9 % CB 33 RIM: 941.0 INV: 939.20 12" S 48" DIA R-2501-C 5' >>44' - 1 2 " S C H 4 0 P V C @ 0.50% BD 3B INV: 936.85 MECH: XX'XX" FLOWING INTO BUILDING >>5' 30' - 1 8 " S C H 40 PV C @ 3.07% BD 2A INV: 938.71 MECH: XX'XX" XXXX SF 5' RIM: 931.2 INV: 925.80 15" N 48" DIA R-3067-V 45° BEND 10' MIN TO OUTSIDE OF STRUCTURE. 1 FIELD VERIFY AND PROTECT UNDERGROUND GENERATOR UTILITIES 6' - 12" RCP @ 3.00% CB 37A RIM: 942.0 INV: 938.64 12" NW 18" DIA PVC, H-20 GRATE 2 INV: 927.05 36" N/S (2) (EX. FIELD VERIFY) CONSTRUCT OVER EX. PIPE. PROVIDE FLEXIBLE JOINT CONNECTIONS. FIELD VERIFY EX. INVERTS. EX. BASIN WQV: 925.40 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C4.01 UTILITY PLAN WEST 955 1 2 3 54.6 955 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION: ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED DRAIN TILE (DT) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE I >>>> >>>>>>>>>> LEGEND 1 C5.01 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. 2.ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889. 3.ALL SANITARY SEWER PIPE SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. 4.ALL SANITARY SEWER FORCEMAIN PIPE SHALL BE HDPE PE4710 MEETING OR EXCEEDING ASTM F714. ALL SANITARY SEWER FORCEMAIN SHALL HAVE MINIMUM 7'-6" BURY (TOP OF PIPE TO FINISH GRADE). 5.ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 6.ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. 7.FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: a.IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. b.ACCEPTABLE MANUFACTURERS / PRODUCTS: i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS” ii. PRESS-SEAL, WATERSTOP GROUTING RINGS” iii. OR APPROVED EQUAL. 9.INSTALL WATERMAIN AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAIN TILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR). 10.INSTALL MANOLES, CATCH BASINS, STORM SEWER, SANITARY SEWER, DRAIN TILE, AND OTHER POTENTIAL SOURCES OF CONTAMINATION AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR). 11.ALL PVC STORM SEWER STRUCTURES (MANHOLES AND CATCH BASINS) SHALL HAVE A CONCRETE COLLAR INSTALLED PER THE SPECIFICATIONS UNLESS IT IS WITHIN PAVEMENT LIMITS OR NOTED OTHERWISE. 12.LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION. 13.PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR. 14.MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. 15.STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS, AND MANHOLES. ADJUST GATE VALVE AND MANHOLE LOCATIONS TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. STAKE CURB AND GUTTER ALIGNMENTS TO ALLOW CURB INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITH CURB AND GUTTER. NOTES 20 C5.01 21 C5.01 21 C5.01 15 C5.01 3 C5.03 10 C5.03 4 C5.03 5 C5.03 6 C5.03 17 C5.03 16 C5.03 9 C5.03 1 C5.03 NOT FOR CONSTRUCTION CITY SUBMITTAL Page 54 of 113 12" PVC S T S TOP=INV= CB 936.9933.1 TOP=INV= SMH 935.5929.3NW,EINV=929.2SW TOP= INV= SMH 935.5 929.1EINV=929.0S,NW TOP=INV= CB 934.7931.7NWINV=930.0SE 15" P V C S T S 12 " P V C S T S 9 3 6 937 938 939 941 936 U G E A R T I F I C I A L T U R F F I E L D 7 FOOT CHAIN LINK FENCE BITUMINO U S 6 " W ( P ) 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP ST S 12"RCP ST S 2 4 " R C P S T S 2 4 " R C P S T S 24"RCP ST S 8" V C P S T S 8 " P V C S T S 21"RCP ST S 3"W(P) 8 " W ( P ) 8"W(P) 1 2 " W ( P ) 6"W W W W TOP=INV= SMH 935.4928.6 NINV=928.4 S INV=932.1 NWINV=929.0 E TOP=INV= CB 943.4938.8 TOP=INV= CB 932.9930.4 S INV=930.2 N TOP=INV= SMH 930.2922.9 NINV=923.0 SINV=923.1 SE 8 . 3 0.6 16 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 08.014.427.63 7 . 725.21 3 . 2 5.0 2 0 . 9 31.0 3 . 7 40.4 1 0 4 . 6 111.6 1 3 . 0 2.0 4 2 . 9 98.7 L=5.3 L=5.1 GENER A T O R O N CONC P A D TOP=INV= CB 939.4935.0N INV=934.8S TOP=INV= CB 938.3934.5NINV=934.1SW TOP= INV= CB 937.4 934.1 TOP=INV= CB 937.2933.7SWINV=933.4SE10" PVC ST S 10 " P V C S T S 6" PVCST S 1 5 " R C P S T S TOP=INV= CB 937.3933.4NEINV=932.8SW TOP=INV= CB 937.2932.6NE INV=932.0NW 12" PVC S T S 30" RC P ST S 15" PVC ST S TOP=INV= CB 939.3933.9SE INV=929.5SWINV=928.4NE 36 " R C P ST S 36 " R C P ST S 18" RCPST S 12" PVCST S TOP=INV= CB 939.4935.2SWINV=934.2EINV=933.5NW 2 7 " R C P S T S 21" RCP S T S TOP=INV= SMH 934.0928.4NINV=928.3SINV=928.25EINV=928.2W TOP=INV= CB 932.5929.3NINV=929.2S 18" PVC ST S TOP=INV= CB 934.6930.7 10" PVC ST S TO P = IN V = CB 93 4 . 3 93 0 . 4 A L L TOP=INV= CB 934.4929.9 TOP=INV= CB 933.4929.6NEINV=929.5SEINV=928.1E INV=928.0W 21"RCP ST S 12" PVC ST S TOP=INV= CB 934.8929.5ALL TOP=INV= SMH 935.5929.4ALL 15" PVC S T S 12 " P V C S T S 1 5 " P V C S T S TOP=INV= SMH 935.5929.2ALL 1 5 " P V C S T S TOP=INV= CB 939.7936.0 TOP=INV= CB 939.6936.1 TOP= INV= CB 939.7 935.8NINV=935.4EINV=934.5SW TOP=INV= CB 939.7936.1EINV=935.7W 15" PVC ST S 12" PVC ST S12 " R C P ST S TOP= INV= CB 939.1 933.1SE,NW CB(BURIED) TOP=935.4 SUMP=932.1 NO PIPES VISIBLE SMH TOP=937.1 INV=927.3 N,SW INV=930.9 E TOP=INV= CB 934.3930.3WINV=926.5SINV=926.1N 36 " P V C S T S B I T U M I N O U S B I T U M I N O U S 941 942 943 944 945 9 4 6 950 945 935 934935936937 934 935 935936937938939 940 941 945 942 943 944940 9 3 9 938 939 94 0 941 941 940 938 9399379 3 5 934 933 932 930 935 929 926 927 928 938 BLEACHERS RUB B E R S U R F A C E CONC CONCCONC CONC CONCRET E CONCRETE U G E UGE UGE UGE UGE UGE UGE U G E U G E UG E UG E UGE UGE UGE UGE UGE UG E G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=932.14 TNH=943.95 SPIKE=944.88 TOP=INV= CB 938.6932.8SEINV=927.9SWINV=927.7NE 2 7 " R C P S T S OHE SHED B I T U M I N O U S OHU B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS RU B B E R S U R F A C E RU B B E R S U R F A C E 10" PVC ST S 10" PVC ST S CONC CONC CONC CONCRETE CONCRETE CONC 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 36 " P V C S T S 42" RCP ST S(P) 12"W(P) TOP=INV= SMH 936.0923.8NECANNOT ACCESSADDITIONAL INVERTS NO LADDER 19 20 21 23 24 25 26 27 22 BE RD RD B E RD 942 TOP=INV= CB 927.7923.9(W) INV=924.0(E) FOL FOL FOLFOL FOL FOL UGC UGC U G C I N P L A C E - E X T E N T U N K N O W N FOL FFE = 936.0 = ARCH 93'-0" MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2" LOWER LEVEL FFE = = ARCH PROPOSED BUILDING ADDITION 1 PROPOSED BUILDING ST-101 ST-102 ST-103 ST-104ST-105ST-106 ST-107 ST-119 ST-120 ST-124 ST-125 ST-126 ST-136 43.0 43.0 36.6 36.0 36.0 36.0 36.0 36.0 36.0 36.036.0 36.0 36.036.0 36.0 42.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.9 35.8 35.7 35.4 TC 35.1 36.1 34.7 35.9 36.5 34.4 34.7 34.0 34.3 ME 29.8 ME 31.9 ME 29.6 ME 32.3 ME 32.6 ME 32.8 ME 32.7 ME 32.0 ME 32.8 ME 33.0 ME 33.4 ME 38.2 ME 36.4 36.3 38.2 ME 35.5 35.5 35.5 35.8 35.5 35.8 35.6 35.5 35.5 35.5 35.5 35.5 35.5 35.5 35.8 35.8 35.5 35.5 35.5 36.0 35.5 35.535.535.535.535.535.535.5 35.5 35.8 35.835.535.5 35.5 35.5 35.5 35.5 42.5 42.4 42.5 42.9 42.9 ME 42.8 ME 42.6 ME 34.1 93 693 6 93 5 93 5 935 935 93 5 9 3 5 93 5 935 935 93 5 93 4 93 3 932 931 932 933 934 935 93 6 935 935 935 934 934 935935 935 936 937 938 939 940 940 940 941 942 I I I I I I 4" DOMESTIC I I I I I D >> >> D >> >> >> >> D >> >> >> >> >> >> D > > > > > > > > > > > > >>>>>>>>>>>> > > > > > > >> D >> 6" FIRE BD 7B INV: 931.00 MECH: XX'XX" XXXX SF BD 7A INV: 931.00 MECH: XX'XX" 60,113 SF CB 12 RIM: 935.1 INV: 929.80 6" W INV: 929.80 6" E INV: 929.30 12" SE 48" DIA R-2501-C MH 120 RIM: 934.1 INV: 927.00 27" S INV: 927.50 24" E INV: 930.58 6" SE INV: 927.00 27" NW 60" DIA R-1642 CB 8 RIM: 934.3 INV: 927.00 27" E INV: 927.00 27" W 48" DIA R-2501-C MH 106 RIM: 935.1 INV: 930.60 16" S INV: 930.50 24" W 48" DIA R-1642 CB 11 RIM: 933.5 INV: 928.60 18" NE INV: 928.60 18" S INV: 928.60 21" W INV: 929.50 6" SD (3) 60" DIA R-3067-V CB 9 RIM: 934.0 INV: 927.70 21" E INV: 928.00 12" S INV: 929.50 6" E INV: 927.60 24" NW INV: 929.90 6" SD (2) 60" DIA R-3067-V CB 10 RIM: 933.7 INV: 930.70 6" E INV: 929.00 12" N INV: 929.50 6" SD (3) 48" DIA C-3508-C CB 15 RIM: 934.0 INV: 931.00 16" SE INV: 931.00 18" W 48" DIA R-2501-C EX. MH 1 RIM: 934.1 INV: 928.00 27" N INV: 928.3 8" S (EX. FIELD VERIFY) INV: 928.5 21" E (EX. FIELD VERIFY) BRICK AND GROUT WEST OPENING SHUT WITH A SMOOTH INTERIOR. CONNECT PIPE TO EX. STRUCTURE. PROVIDE FLEXIBLE JOINT CONNECTION. FIELD VERIFY EX. INVERTS. ADJUST CASTING TO FINISH GRADE. INSTALL R-2501-C CASTING. EX. CB 1 RIM: 935.3 INV: 929.00 16" W INV: 926.10 42" N INV: 926.5 36" S (EX. FIELD VERIFY) CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. ADJUST TO FINISH GRADE. FES 1 27" INV: 926.70 77 ' - 2 7 " R C P @ 0 . 3 9 % 58' - 1 2 " R C P @ 0 . 5 2 % 60' - 21" RCP @ 0.50% 75' - 2 4 " R C P @ 0 . 2 7 % 18 1 ' - 2 7 " R C P @ 0 . 2 2 % 1 6 1 ' - 2 7 " R C P @ 0 . 1 9 % 42' - 12" RCP @ 0.48% 185' - 18" SCH 40 PVC @ 0.81% 11 0 ' - 1 2 " R C P @ 0 . 9 1 % 54' - 27" RCP @ 0.37% 32 ' - 1 6 " S C H 40 P V C @ 1 . 2 4 % 9' - 12" SCH 40 PVC @ 2.23% >>D BD 1 INV: 932.00 MECH: XX'XX" XXXX SF 6' - 12" SCH 40 PVC @ 3.64% 37' - 16" SCH 40 PVC @ 2.73% MH 109 RIM: 936.1 INV: 931.80 12" W INV: 932.48 6" NW INV: 930.00 16" E INV: 928.50 (EX. FIELD VERIFY) 48" DIA R-1642 CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. > > > > 7 0 ' - 1 5 " R C P @ 3 . 4 1 % 7.5' PARKING LANE INP 12' THRU LANE INP 12' THRU LANE INP 7.5' PARKING LANE INP >> >> >> 10 7 ' - 1 8 " R C P @ 0 . 8 4 % CB 14 RIM: 933.5 INV: 929.50 18" E INV: 930.70 6" SW INV: 929.50 18" N INV: 929.70 6" SD (3) 48" DIA C-3508-C >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >>>> >> >> >>>> >> >> >>>>>> >> >> D UGS 1 STONE INV: 922.25 WQV ELEVATION: 926.70 HWL: 928.60 CHAMBER + STONE STORAGE: 11,053 CF MH 102 RIM: 934.4 INV: 923.60 36" N 923.05 42" W / E (EX. FIELD VERIFY) 72" DIA R-1642 CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. OCS 1 RIM: 929.0 INV: 923.00 36" NE INV: 923.90 36" S REFER TO DETAIL FES 7 15" INV: 923.00 25' - 15" RCP @ 0.00% INV: 923.00 24" E INV: 923.00 24" S 48" DIA R-2501-C D D >> > > >>>> D > > > > > > >> >> >> >> D >> >> >> >> >> >> >> CB 27 RIM: 934.4 INV: 929.60 12" SE INV: 930.00 12" N INV: 929.60 12" W 18" DIA PVC, H-20 GRATE 65' - 12 " P V C @ 0 . 6 1 % 5' - 12" RCP @ 0.99% CB 16 RIM: 943.7 INV: 939.50 12" E INV: 939.50 15" N 48" DIA R-3067-V 53' - 15" RCP @ 0.95% >>>> 106' - 1 8 " S C H 4 0 P V C @ 0 . 4 7 % 79 ' - 4 2 " R C P @ 1 . 0 1 % CB 60 RIM: 932.9 INV: 925.30 42" S INV: 925.30 42" N 72" DIA R-3067-V 16 5 ' - 4 2 " R C P @ 1 . 0 3 % MH 104 RIM: 932.7 INV: 923.60 42" S INV: 923.80 27" E INV: 924.22 24" W INV: 923.60 42" NW (EX. FIELD VERIFY) 96" DIA R-1642 CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. 37' - 24" RCP @ 0.19% CB 29 RIM: 929.6 INV: 924.15 24" E INV: 925.00 15" S INV: 924.15 24" W 60" DIA R-2501-C 68' - 24" RCP @ 0.22% EX. CB 3 RIM: 927.7 INV: 924.00 24" E INV: 923.9 24" W (EX. FIELD VERIFY) CONNECT PIPE TO EX. STRUCTURE. PROVIDE FLEXIBLE JOINT CONNECTION. FIELD VERIFY EX. INVERTS. ADJUST CASTING TO FINISH GRADE. 71' - 27" RCP @ 0.28% CB 26 RIM: 933.0 INV: 927.70 27" S INV: 927.70 27" W INV: 929.3 12" N (EX. FIELD VERIFY) 48" DIA R-2501-C CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. FDC CB 13 RIM: 943.8 INV: 939.60 15" SE INV: 939.55 12" W 48" DIA R-3067-V MH 112 RIM: 943.3 INV: 939.00 15" S INV: 932.00 16" NW 48" DIA R-1642 71' - 16" SCH 40 PVC @ 1.40% GRAVITY 25' - 36" RCP @ 0.00% FES 8 36" INV: 923.00 MH 108 RIM: 935.1 INV: 927.40 24" SE INV: 931.00 12" E INV: 929.50 6" NE INV: 927.40 27" N 60" DIA R-1642 >> 43 ' - 3 6 " R C P @ 0. 7 0 % 10' TO OUTSIDE OF STRUCTURE. 5' 5' D >> CB 31A RIM: 929.1 INV: 925.40 12" E 18" DIA PVC, H-20 GRATE 39' - 1 2 " R C P @ 1.03% MH 119 RIM: 929.5 INV: 925.00 12" W INV: 923.1 21" NE/SW (2) (EX. FIELD VERIFY) 48" DIA R-1642 PLACE CASTING OUTSIDE OF PAVEMENT LIMITS CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. >> 38' - 18" PVC @ 1.33% CB 34A RIM: 941.4 INV: 938.00 18" N INV: 938.00 18" W 18" DIA PVC, H-20 GRATE 21' - 18" PVC @ 2.38% CB 33A RIM: 941.9 INV: 937.40 18" E INV: 938.50 18" S 18" DIA PVC, H-20 GRATE > > > > > > > > 5' D D D D D D D DD 10' MIN TO OUTSIDE OF STRUCTURE. 1 2 2 2 2 10' MIN TO OUTSIDE OF STRUCTURE. 10' MIN TO OUTSIDE OF STRUCTURE. 10' MIN TO OUTSIDE OF STRUCTURE. 10' MIN. HYD 1. 6" GV 6" TEE WET TAP EX. WM 12"x6"x12" TEE 12"x4"x12" TEE 1 HYD 2. 6" GV 12"x6"x12" TEE CONNECT TO EX. 6" WM. 6" GV 45° BEND 12"x6"x12" TEE 45° BEND 1 HYD 3. 6" GV 12"x6"x12" TEE 45° BEND 6"x12"x6" TEE - FIELD VERIFY WM SIZE UGS CB 2 RIM: 931.9 INV: 923.00 24" W INV: 923.00 24" N 48" DIA R-2501-C 4" INSPECTION PORT 4" INSPECTION PORT 8 C5.03 INV:931.80 8 C5.03 INV:930.00 8 C5.03 INV:930.00 8 C5.03INV:930.00 8 C5.03INV:930.00 8 C5.03 INV:930.00 8 C5.03 INV:932.00 8 C5.03 INV:930.00 8 C5.03 INV:930.00 15 C5.01 15 C5.01 MH 111 RIM: 934.9 INV: 931.30 6" E INV: 930.80 12" N INV: 930.80 12" SW 48" DIA R-1642 MH 110 RIM: 935.4 INV: 930.50 12" NE INV: 929.10 12" NW INV: 929.20 12" E INV: 929.10 18" SW 48" DIA R-1642 15 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.03TYP. 15 C5.03 TYP. 1 15 C5.01 1 C5.04 20 C5.03 6 C5.03 4 C5.03 >> >>D >> > > > > >>>>>>>>>>>>>>>> >>>>>>>>>>>>D CB 42 RIM: 934.5 INV: 927.30 27" E INV: 929.21 6" S INV: 931.00 12" N INV: 927.30 27" W 48" DIA R-2501-C CB 41 RIM: 934.0 INV: 927.50 27" E INV: 927.50 27" W 48" DIA R-2501-C 64' - 27" RCP @ 0 . 3 1 %78' - 27" RCP @ 0.38% CB 43 RIM: 934.4 INV: 926.80 27" E INV: 929.21 6" S INV: 931.20 12" NE INV: 925.00 27" W 48" DIA R-2501-C 85' - 27" RCP @ 0.53% CB 44 RIM: 934.4 INV: 931.30 12" W 18" DIA PVC, H-20 GRATE 42' - 12" PVC @ 0.48% 6 8 ' - 1 2 " P V C @ 0 . 5 9 % CB 40 RIM: 934.6 INV: 930.00 12" NW 48" DIA R-2501-C 2 2 CB 45 RIM: 934.7 INV: 931.50 12" S 18" DIA PVC, H-20 GRATE 44 ' - 1 2 " R C P @ 3 . 4 0 % MH 105 RIM: 935.3 INV: 928.30 21" E INV: 930.00 12" N INV: 928.30 21" W 48" DIA R-1642 37' - 21" RCP @ 0.54% 12" WM 12" WM 22.5° BEND 6" WM 5' 10' MIN TO OUTSIDE OF STRUCTURE. CB 39 RIM: 934.0 INV: 930.50 12" S 48" DIA R-2501-C 30' - 12" PVC @ 1.69% MH 107 RIM: 956.6 INV: 945.45 12" E INV: 945.45 12" W 48" DIA Standard 13 C5.03 FIELD VERIFY EX. WATERMAIN. INSTALL PROPOSED FORCEMAIN UNDER EXISTING WATERMAIN AND PROVIDE A MINIMUM OF 18" OF VERTICAL SEPARATION. 5' BD 2B INV: 937.26 MECH: XX'XX" FLOWING INTO BUILDING 29' - 18" SCH 40 PVC @ 0.49% 10' MIN TO OUTSIDE OF STRUCTURE. >>>>>>88' - 21" RCP @ 0.45% CB 31 RIM: 935.1 INV: 928.10 21" E INV: 928.10 21" W INV: 931.10 6" SD (3) 48" DIA R-3508-C 15' - 12" PVC @ 0.68% CB 48 RIM: 935.6 INV: 931.10 12" E INV: 931.10 12" W 18" DIA PVC, H-20 GRATE FM FM FM FM FM FM FM FM FM FM FM F M FM FM S 13 C5.03 13 C5.03 BS 1 INV: 924.50 MECH: XX'XX" 86 DFUs LIFT STATION RIM: 935.4 INV: 924.30 6" N INV: 924.66 4" S REFER TO C5.02 8' - 6" SCH 40 PVC @ 2.41% 21 C5.03 >>>>>>>>>>>>>>>>>>>>>>>>>>>> 10' MIN. 11 C5.03INV:931.50 1 4" FORCEMAIN 4" FORCEMAIN 18 C5.03 4 C5.03 6 C5.03 5 C5.03 4 C5.03 >>>> >> > > > > > > >>>>>> >> D D > > INV: 936.85 XX'XX" FLOWING INTO BUILDING BD 2A INV: 938.71 MECH: XX'XX" XXXX SF CB 54 RIM: 931.2 INV: 925.80 15" N 48" DIA R-3067-V 40 ' - 1 5 " R C P @ 2. 0 1 % 45° BEND WYE 40' - 24" R C P @ 0.50% 109' - 27" RCP @ 0.69% CB 51 RIM: 934.0 INV: 924.55 27" E INV: 924.55 27" W 48" DIA Standard 14' - 12" PVC @ 2.14% CB 52 RIM: 935.3 INV: 931.50 12" SW 18" DIA PVC, H-20 GRATE CB 53 RIM: 935.0 INV: 931.50 12" E 18" DIA PVC, H-20 GRATE 23' - 12" PVC @ 1.30% MH 118 RIM: 934.9 INV: 931.20 12" W INV: 931.20 12" E INV: 931.20 12" S 18" DIA PVC, SOLID GRATE 22' - 12" PVC @ 1.39% CB 58 RIM: 934.9 INV: 931.50 12" W 18" DIA PVC, H-20 GRATE 9' - 12" PVC @ 2.11% 8 C5.03INV:930.00 D > > MH 115 RIM: 935.3 INV: 931.10 12" N INV: 926.48 12" NE / SW (2) (FIELD VERIFY) 18" DIA PVC, SOLID GRATE CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. 49' - 12" PVC @ 0.50% CB 55 RIM: 935.4 INV: 931.35 12" S 18" DIA PVC, H-20 GRATE FIELD VERIFY AND PROTECT UNDERGROUND GENERATOR UTILITIES D 2 >>>>>>>> >> >> ROUTE AROUND COLUMNS AS NECESSARY. >> 35' - 24" R C P @ 1.42% CB 57 RIM: 935.0 INV: 930.30 24" E INV: 928.00 24" W 48" DIA R-2501-C MH 116 RIM: 936.9 INV: 932.80 15" E INV: 927.05 36" N/S (2) (EX. FIELD VERIFY) 60" DIA Standard CONSTRUCT OVER EX. PIPE. PROVIDE FLEXIBLE JOINT CONNECTIONS. FIELD VERIFY EX. INVERTS. 12' - 15" RCP @ 0.86% CB 59 RIM: 936.9 INV: 932.90 15" W 48" DIA R-3067-V 10' MIN TO OUTSIDE OF STRUCTURE. 955 1 2 3 54.6 955 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER FORCEMAIN PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE I >>>> FM >>>>>>>>>> LEGEND 1 C5.01 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. 2.REFER TO SHEET C4.01, UTILITY PLAN WEST, FOR UTILITY NOTES. NOTES DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C4.02 UTILITY PLAN CENTRAL >>20 C5.01 22 C5.01 21 C5.01 20 C5.01 21 C5.01 15 C5.01 11 C5.03 15 C5.03 3 C5.03 10 C5.03 4 C5.03 5 C5.03 6 C5.03 17 C5.03 16 C5.03 9 C5.03 1 C5.03 NOT FOR CONSTRUCTION CITY SUBMITTAL Page 55 of 113 UGE WETLAND FLAG SEE GENERAL NOTES SHED MAINTENANCE MH TOP =930.2 TOP= INV= CB 935.9 931.7 TOP=INV= CB 936.2931.8NINV=931.7SW 12" PVC ST S 12" PVC S T S TOP=INV= CB 12 " P V C S T S 926 927 928 929 930 926 92792892 9 925 9 2 5 9 2 6 9 2 7 9 3 3 9 2 8 9 2 9 9 3 0 9 3 1 9 3 2 9 3 4 96 0 9 3 6 937 938 936 G R A V E L U G E UGEUGEUGE B I T U M I N O U S A R T I F I C I A L T U R F F I E L D G R A S S CONCRETE CONCRETE CON C R E T E B I T U M I N O U S STONE WALL STONE WALL 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE BITUMIN O U S BRIDGE IC E E L E V A T I O N = 9 2 4 . 0 F E E T D E C . 4 , 20 2 3 TOP=INV= DG 958.1DROP PIPE CB (P) 6" W ( P ) 3 6 " R C P S T S 21 " R C P S T S 21 " P V C ST S 18"RCP 24"RCP S T S 15"RCP INV=924.4 21"RCP ST S W W TOP=INV= SMH 930.2922.9 N INV=923.0 SINV=923.1 SE 8.4 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03 . 5 22.0 36.36.46.31 6 . 0 8.014.42 7 . 6 3 7 . 7 25.2 1 3 . 2 5.0 2 0 . 9 31.0 1 0 4 . 6 1 3 . 0 GENER A T O R O N CONC P A D TOP=INV= SMH 934.1925.2SW INV=925.1NE TOP=INV= SMH 930.2924.7SWINV=924.6NE 15 " R C P ST S 15 " R C P ST S TOP=INV= SMH 934.0928.4NINV=928.3S INV=928.25EINV=928.2W TOP=INV= CB 932.5929.3NINV=929.2S 10" PVC ST S TO P = IN V = CB 93 4 . 3 93 0 . 4 A L L TOP=INV= CB 933.4929.6NEINV=929.5SEINV=928.1EINV=928.0W 935 934 932 930 935 929 926 927 928 UGE UGE UGE UGE UGE UG E TNH=932.14 B I T U M I N O U S B I T U M I N O U S BITUMINOUS 10" PVC ST S 10" PVC ST S CONCRETE CONCRETE CONC CONC 42" RCP ST S(P) TOP=INV= SMH 936.0923.8NECANNOT ACCESSADDITIONAL INVERTSNO LADDER W ( P ) W ( P ) W (P) 18 19 20 21 23 24 22 TOP=INV= CB 927.7923.9(W)INV=924.0(E) U G C UGC UGC UGC U G C FFE = 936.0 = ARCH 93'-0" PROPOSED BUILDING ST-101 ST-102 ST-103 ST-110 ST-119 ST-120 ST-121 36.0 36.0 36.0 36.036.0 36.0 36.036.0 35.9 35.9 35.9 35.9 35.9 35.9 35.9 ME 32.5 ME 32.7 ME 34.2 ME 33.5 ME 30.2 ME 30.2 ME 30.1 ME 30.3 ME 29.8 ME 31.9 ME 29.6 ME 32.3 ME 32.6 ME 32.8 ME 32.7 ME 32.0 ME 32.8 ME 35.5 35.5 35.8 35.5 36.0 35.5 35.5 35.535.535.535.535.535.5 35.5 35.8 35.835.535.5 35.5 35.5 35.5 32.3 42.6 ME 34.1 93 5 9 3 5 935 935 935 935 93 4 93 3 932 931 932 I I D >> >> >> >> >> >> D > > > > > > > > > > >> D >> BD 7B INV: 931.00 MECH: XX'XX" XXXX SF BD 7A INV: 931.00 MECH: XX'XX" 60,113 SF CB 12 RIM: 935.1 INV: 929.80 6" W INV: 929.80 6" E INV: 929.30 12" SE 48" DIA R-2501-C MH 120 RIM: 934.1 INV: 927.00 27" S INV: 927.50 24" E INV: 930.58 6" SE INV: 927.00 27" NW 60" DIA R-1642 CB 8 RIM: 934.3 INV: 927.00 27" E INV: 927.00 27" W 48" DIA R-2501-C MH 106 RIM: 935.1 INV: 930.60 16" S INV: 930.50 24" W 48" DIA R-1642 EX. MH 1 RIM: 934.1 INV: 928.00 27" N INV: 928.3 8" S (EX. FIELD VERIFY) INV: 928.5 21" E (EX. FIELD VERIFY) BRICK AND GROUT WEST OPENING SHUT WITH A SMOOTH INTERIOR. CONNECT PIPE TO EX. STRUCTURE. PROVIDE FLEXIBLE JOINT CONNECTION. FIELD VERIFY EX. INVERTS. ADJUST CASTING TO FINISH GRADE. INSTALL R-2501-C CASTING. FES 1 27" INV: 926.70 77 ' - 2 7 " R C P @ 0 . 3 9 % 18 1 ' - 2 7 " R C P @ 0 . 2 2 % 1 6 1 ' - 2 7 " R C P @ 0 . 1 9 % 54' - 27" RCP @ 0.37% 32 ' - 1 6 " S C H 40 P V C @ 1 . 2 4 % 9' - 12" SCH 40 PVC @ 2.23% 50' - 12" RCP @ 0.60% CB 1 RIM: 932.1 INV: 928.00 12" SW 18" DIA PVC, H-20 GRATE >> >> >> >> >> >> >> >> >> >> D UGS 1 STONE INV: 922.25 WQV ELEVATION: 926.70 HWL: 928.60 CHAMBER + STONE STORAGE: 11,053 CF MH 102 RIM: 934.4 INV: 923.60 36" N 923.05 42" W / E (EX. FIELD VERIFY) 72" DIA R-1642 CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. OCS 1 RIM: 929.0 INV: 923.00 36" NE INV: 923.90 36" S REFER TO DETAIL FES 7 15" INV: 923.00 25' - 15" RCP @ 0.00% UGS CB 1 RIM: 930.0 INV: 923.00 15" W INV: 922.99 24" N INV: 923.00 24" E INV: 923.00 24" S 48" DIA R-2501-C 32' - 3 6 " R C P @ 0 . 0 0 % FES 4 36" INV: 923.00 FES 5 36" INV: 920.00 D >>>>>> >> > > > > > > > > >>>> CB 60 RIM: 932.9 INV: 925.30 42" S INV: 925.30 42" N 72" DIA R-3067-V 16 5 ' - 4 2 " R C P @ 1 . 0 3 % MH 104 RIM: 932.7 INV: 923.60 42" S INV: 923.80 27" E INV: 924.22 24" W INV: 923.60 42" NW (EX. FIELD VERIFY) 96" DIA R-1642 CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. 37' - 24" RCP @ 0.19% CB 29 RIM: 929.6 INV: 924.15 24" E INV: 925.00 15" S INV: 924.15 24" W 60" DIA R-2501-C 68' - 24" RCP @ 0.22% EX. CB 3 RIM: 927.7 INV: 924.00 24" E INV: 923.9 24" W (EX. FIELD VERIFY) CONNECT PIPE TO EX. STRUCTURE. PROVIDE FLEXIBLE JOINT CONNECTION. FIELD VERIFY EX. INVERTS. ADJUST CASTING TO FINISH GRADE. 71' - 27" RCP @ 0.28% CB 26 RIM: 933.0 INV: 927.70 27" S INV: 927.70 27" W INV: 929.3 12" N (EX. FIELD VERIFY) 48" DIA R-2501-C CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. 25' - 36" RCP @ 0.00% FES 8 36" INV: 923.00 MH 108 RIM: 935.1 INV: 927.40 24" SE INV: 931.00 12" E INV: 929.50 6" NE >> 36' - 36" RCP @ 0.58% >> 43 ' - 3 6 " R C P @ 0. 7 0 % POND 7P BOTTOM ELEVATION: 916.00 BOTTOM AREA: 922 SF EOF: 930.00 HWL: 929.84 NWL: 926.00 INFILTRATION BASIN 8P BOTTOM ELEVATION: 923.00 BOTTOM AREA: 2,610 SF EOF: 930.80 HWL: 928.60 WQV ELEVATION: 926.70 5' D >> D >> CB 31A RIM: 929.1 INV: 925.40 12" E 18" DIA PVC, H-20 GRATE 39' - 12 " R C P @ 1.03% MH 119 RIM: 929.5 INV: 925.00 12" W INV: 923.1 21" NE/SW (2) (EX. FIELD VERIFY) 48" DIA R-1642 PLACE CASTING OUTSIDE OF PAVEMENT LIMITS CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. CB 28 RIM: 930.0 INV: 926.50 12" W 18" DIA PVC, H-20 GRATE 30' - 12" SCH 40 PVC @ 1.65% EX. MH 2 RIM: 930.9 INV: 926.00 12" E INV: 924.7 15" SW (EX. FIELD VERIFY) INV: 924.6 15" NE (EX. FIELD VERIFY) CORE DRILL EX. STRUCTURE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. ADJUST CASTING TO FINISH GRADE. CB 33A RIM: 941.9 INV: 937.40 18" E INV: 938.50 18" S 18" DIA PVC, H-20 GRATE 5' D D D D 2 10' MIN TO 10' MIN TO OUTSIDE OF STRUCTURE. 10' MIN TO OUTSIDE OF STRUCTURE. 10' MIN TO OUTSIDE OF STRUCTURE. HYD 3. 6" GV 12"x6"x12" TEE 45° BEND 6"x12"x6" TEE - FIELD VERIFY WM SIZE UGS CB 2 RIM: 931.9 INV: 923.00 24" W INV: 923.00 24" N 48" DIA R-2501-C 4" INSPECTION PORT 4" INSPECTION PORT OCS 2 RIM: 929.0 INV: 920.00 36" SE INV: 923.21 36" W REFER TO DETAIL ADJUST CASTING TO FINISH GRADE ADJUST CASTING TO FINISH GRADE >>>>>>>>>>>> DAYLIGHT - INV: 950.40 LAST 20' OF PIPE SHALL BE DUCTILE IRON. PROVIDE RAT GUARD. 8 C5.03INV:930.00 8 C5.03INV:930.00 8 C5.03 INV:930.00 8 C5.03 INV:932.00 8 C5.03 INV:930.00 15 C5.01 15 C5.01 15 C5.01 15 C5.01 15 C5.01 1 C5.04 2 C5.04 20 C5.03 6 C5.03 4 C5.03 6 C5.03 5 C5.03 8 C5.01 7 C5.01 18 C5.01 >>>>>>>>>>>>>>>> >>>>>>>>>>>>D CB 42 RIM: 934.5 INV: 927.30 27" E INV: 929.21 6" S INV: 931.00 12" N INV: 927.30 27" W 48" DIA R-2501-C CB 41 RIM: 934.0 INV: 927.50 27" E INV: 927.50 27" W 48" DIA R-2501-C 64' - 27" RCP @ 0 . 3 1 %78' - 27" RCP @ 0.38% CB 43 RIM: 934.4 INV: 926.80 27" E INV: 929.21 6" S INV: 931.20 12" NE INV: 925.00 27" W 48" DIA R-2501-C 85' - 27" RCP @ 0.53% 2 2 12" WM 10' MIN TO OUTSIDE OF STRUCTURE. 23' - 12" PVC @ 0.43% RIM: 931.7 INV: 927.90 12" NE INV: 927.90 12" NW 48" DIA R-2501-C 29' - 18" SCH 40 PVC @ 0.49% 10' MIN TO OUTSIDE OF STRUCTURE. BS 1 INV: 924.50 18 C5.03 4 C5.03 4 C5.03 6 C5.03 4 C5.03 6 C5.03 5 C5.03 4 C5.03 >>>> >> > > > > > > >>>>>> >> D > > CB 54 RIM: 931.2 INV: 925.80 15" N 48" DIA R-3067-V 4 0 ' - 1 5 " R C P @ 2 . 0 1 % 45° BEND WYE 40' - 24" R C P @ 0.50% 109' - 27" RCP @ 0.69% CB 51 RIM: 934.0 INV: 924.55 27" E INV: 924.55 27" W 48" DIA Standard 14' - 12" PVC @ 2.14% CB 52 RIM: 935.3 INV: 931.50 12" SW 18" DIA PVC, H-20 GRATE CB 53 RIM: 935.0 INV: 931.50 12" E 18" DIA PVC, H-20 GRATE 23' - 12" PVC @ 1.30% MH 118 RIM: 934.9 INV: 931.20 12" W INV: 931.20 12" E INV: 931.20 12" S 18" DIA PVC, SOLID GRATE 22' - 12" PVC @ 1.39% CB 58 RIM: 934.9 INV: 931.50 12" W 18" DIA PVC, H-20 GRATE 9' - 12" PVC @ 2.11% 8 C5.03INV:930.00 D > > MH 115 RIM: 935.3 INV: 931.10 12" N INV: 926.48 12" NE / SW (2) (FIELD VERIFY) 18" DIA PVC, SOLID GRATE CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. 49' - 12" PVC @ 0.50% CB 55 RIM: 935.4 INV: 931.35 12" S 18" DIA PVC, H-20 GRATE 10' MIN TO OUTSIDE OF STRUCTURE. 1 FIELD VERIFY AND PROTECT UNDERGROUND GENERATOR UTILITIES D >>35' - 24" R C P @ 1.42% CB 57 RIM: 935.0 INV: 930.30 24" E INV: 928.00 24" W 48" DIA R-2501-C DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C4.03 UTILITY PLAN EAST 955 1 2 3 54.6 955 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE I >>>> >>>>>>>>>> LEGEND 1 C5.01 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. 2.REFER TO SHEET C4.01, UTILITY PLAN WEST, FOR UTILITY NOTES. NOTES 3 C5.03 10 C5.03 4 C5.03 5 C5.03 6 C5.03 17 C5.03 16 C5.03 9 C5.03 1 C5.03 21 C5.01 20 C5.01 21 C5.01 15 C5.01 NOT FOR CONSTRUCTION CITY SUBMITTAL Page 56 of 113 SHEDUGE UGE 96 0 96 1 949 9 5 1 950 955 960 961 962 UGEUGE CONC CONC CONCRETE B I T U M I N O U S BITUMI N O U S STONE WALL STONE WALL 8 FOOT CHAIN LINK FENCE 964 96 6 96 7 968 9 6 3 9 6 4 9 6 7 9 6 8 96 2 96 2 962 962 963 962 9 6 3 963 959958957956954953952 961 96 5 9 6 5 960 955 950 955 12" DIP G R A S S G R A S S 24.216 . 2 UG EUGEU G E U G E UG E U G E U G E T R E E S BITUMINOUS GAS GA S G A S STORM FORCEMAIN (P) TOP= INV= DG 958.1 DROP PIPE CB (P) ST-122 ST-123 ADJUST CASTING TO FINISH GRADE ADJUST CASTING TO FINISH GRADE >>>>>>>>>> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> WYE INV: 959.00 WYE INV: 961.10 INV: 961.70 DAYLIGHT - INV: 950.40 LAST 20' OF PIPE SHALL BE DUCTILE IRON. PROVIDE RAT GUARD. 19 C5.01 19 C5.01 10 FT. CHAIN LINK FENCE 10 FT. CHAIN LINK FENCE T E N N I S B I T U M I N O U S 944 945 9 4 6 9 4 7 9 4 8 9 4 9 9 5 0 960 955 950 963 964 OH U OH U OH U FOL 6"PEP ST S 12 " P V C S T S 6"PEP ST S 12 " P V C S T S TOP=INV= CB 965.3961.15 TOP= INV= DRYWELL965.9 961.3 BOTTOMINV=961.4 TO PIPE 29.8 12 . 0 0.5 24 . 7 34.4 11 . 4 0.4 1.7 22.0 11 . 7 6.0 4. 0 20.3 20.3 3. 9 6.0 11 . 6 22.0 1.6 0.5 11 . 4 81.0 15 . 7 25.9 12 . 3 21.0 0. 5 94.1 6. 3 39.8 1.02.7E 9 10 B I T U M I N O U S 965 966 970 975 980 C O N C R E T E LOADING DOCK CONC STEPS G R A S S TNH=975.26 TNH=981.64 W W C O N C R E T E FO L FOL FOL FOL ST-127 ST-128 ST-130 ST-129 67.1 67.1 67.1 67.1 67.1 67.1 67.1 67.1 65.1 65.1 65.1 65.1 65.1 65.1 65.1 65.1 64.9 64.4 64.4 64.4 64.4 64.4 64.4 64.464.9 64.9 64.9 64.9 64.9 64.9 65.1 65.1 65.1 65.1 65.1 65.1 65.1 65.161.4 61.7 EOF 61.9 62.2 62.8 63.5 ME 63.2 ME 63.1 ME 62.5 ME 62.2 ME 62.1 62.4 63.0 63.1 63.4 61.2 ME 64.8 64.6 64.4 63.8 64.364.3 64.2 64.3 TW61.3 BW61.2 ME 64.3 TW 63.3 BW 63.2 ME 63.9 64.264.1 64.0 ME 64.3 64.6 64.8 64.3 65.0 ME 64.7 ME 64.6 64.6 65.0 64.9 ME 65.3 65.4 65.5 65.4 TW64.5 BW 64.4 ME 65.9 65.9 66.0 66.0 TW63.8 BW 63.7 ME 66.2 66.2 TW65.0 BW63.2 ME 62.9 62.3 63.5 ME 63.8 ME 65.1 ME64.3 64.7 64.9 ME 65.3 ME 72.6 ME73.5 ME74.3 ME 74.6 ME 75.3 ME 74.7 ME 65.2 ME65.1 ME65.0 ME65.0 ME65.0 ME 65.1 ME 65.6 ME65.4 ME65.3 ME 65.3 ME 65.0 ME 64.4 ME 63.2 ME 63.1 74.8 74.7 74.474.6 74.5 73.6 73.5 74.4 72.7 72.6 72.7 72.3 ME 71.9 72.0 71.9 71.8 70.9 71.0 71.1 71.0 67.2 67.3 67.4 67.3 66.366.4 63.6 64.6 64.8 ME 64.8 ME 64.5 64.9 65.6 65.0 964 963 962 961960 966 967 967 966 965 965 965 966 967 968 969 970 971 972973 97 5 974 9 7 1 97 0 96 9 968 967 966 9 6 5 967 9 6 6 9 6 5 9 6 4 9 6 3 966 965 964 964 D >> >> >> >> >> >>>>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>D 272' - 12" RCP @ 2.04% MH 114 RIM: 964.3 INV: 954.50 12" NE INV: 951.00 12" W 48" DIA R-1642 167' - 12" RCP @ 0.60% MH 117 RIM: 967.0 INV: 957.40 12" S INV: 958.00 12" E INV: 957.30 12" N 48" DIA R-1642 88 ' - 1 2 " R C P @ 0 . 5 1 % CB 21 RIM: 964.4 INV: 958.20 12" W INV: 958.20 12" E INV: 958.10 12" N 48" DIA R-2501-C 65' - 12" RCP @ 0.62% CB 22 RIM: 964.4 INV: 958.70 12" W INV: 958.60 12" E 48" DIA R-2501-C 62' - 12" RCP @ 0.48% CB 23 RIM: 964.4 INV: 959.30 12" W INV: 959.30 12" E 48" DIA R-2501-C 62' - 12" RCP @ 0.57% CB 24 RIM: 964.4 INV: 960.00 12" W INV: 960.00 12" E 48" DIA R-2501-C 62' - 12" RCP @ 0.65% CB 25 RIM: 964.4 INV: 960.40 12" E 48" DIA R-2501-C > > > > D MH 113 RIM: 955.9 INV: 945.00 12" E INV: 951.00 12" S INV: 942.00 15" NW 48" DIA R-1642 70 ' - 1 5 " R C P @ 3 . 4 1 % 5 5 5 5 59 18 51 63 17 7 15 EXCEPT FENCE T.E. PAR. 212A T.E. PAR. 212A PAR. 212A 8 140 119 22 A = 140° A = 90° 133 15 1 0 ' S H L D 8' WALK V A R . M E D I A N 7.5' PARKING LANE INP 12' THRU LANE INP NO PARKING 8 ' W A L K 14' THRU LANE 21' 1 9 ' 15' >> 51 ' - 1 2 " R C P @ 1 . 9 6 % CB 17 RIM: 961.4 INV: 952.00 12" N 48" DIA R-2501-C >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> 35' - 12" RCP @ 2.86% CB 20 RIM: 962.3 INV: 959.00 12" W 48" DIA R-2501-C INV: 939.60 15" SE INV: 939.55 12" W 48" DIA R-3067-V >>>>>> >> >> >> >> > > > > > > > > >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>> WYE INV: 964.55 INV: 966.1 CB 19 RIM: 963.9 INV: 956.00 12" SE INV: 961.00 6" SW INV: 956.00 12" W 48" DIA R-2501-C 50' - 12" RCP @ 1.00% 30' - 12" RCP @ 1.65% CB 18 RIM: 963.8 INV: 955.50 12" E INV: 958.80 6" N INV: 955.00 12" SW 48" DIA R-2501-C 19 C5.01 19 C5.01 >>D MH 107 RIM: 956.6 INV: 945.45 12" E INV: 945.45 12" W 48" DIA Standard 37' - 12" RCP @ 1.23% OF VERTICAL SEPARATION. >>>>>>>>62' - 12" RCP @ 0.48% CB 46 RIM: 964.4 INV: 959.00 12" W INV: 959.00 12" E 48" DIA R-2501-C 62' - 12" RCP @ 0.56% CB 47 RIM: 964.4 INV: 959.65 12" W INV: 959.65 12" E 48" DIA R-2501-C >>>>64' - 12" RCP @ 2.81% CB 21A RIM: 964.6 INV: 960.00 12" W 48" DIA R-2501-C FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 13 C5.03 13 C5.03 13 C5.03 13 C5.03 13 C5.03 13 C5.03 4" FORCEMAIN 4" FORCEMAIN >> >> >> >> >> >> >> > > >> >> > > >> >> >> >> >>>>>>>> 53' - 1 2 " R C P @ 0 . 5 6 % CB 50 RIM: 964.3 INV: 956.30 12" S INV: 960.77 6" E INV: 956.30 12" NW 48" DIA Standard > > 49 ' - 1 2 " R C P @ 0 . 5 1 % CB 56 RIM: 966.3 INV: 957.65 12" S INV: 957.65 12" N 48" DIA Standard 10 " P V C 15"RCP 15"RCP 15"RCP 1 2 " R C P S T S 1 2 " R C P S T S 24"RCP ST S 15 " R C P S T S 18"RCP ST S ST S 1 5 " R C P S T S 15 " R C P ST S 21"RCP ST SSAN S 8" SAN S SA N S 8" S A N S SAN S SA N S 8"DIP W TOP=INV= CB 974.5971.1 TOP=INV= CB 974.7971.4BOTTOM=969.1 TOP=INV= SMH 975.0968.7 TOP=INV= SMH 976.9971.7 EINV=972.0 STOP=INV= CB W 976.7973.1 BOTTOM=970.9 TOP=INV= CB 976.6972.7 N TOP= INV= SMH 976.9 972.4 TOP=INV= SMH 974.0968.0 TOP=INV= MH 975.4968.1 TO PIPEINV=967.4 TOP BOTTOM TOP= INV= CB 968.4 963.5 SINV=963.6 N TOP=INV= CB 968.1963.7 SINV=963.8 N TOP=INV= CB 967.9964.2 TOP=INV= MH 974.4960.3 TOP=INV= MH 971.0961.2 TOP=INV= MH 973.1962.3 94.1 6. 3 39.8 1.02.7 18 6 . 3 13 . 8 1.0 2. 7 29.1 20.5 40 . 1 16.3 4.14. 1 35 . 7 60.0 35 . 5 2.0 21 . 0 2.0 35 . 5 60.1 13 1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W. TOP=INV= CB 973.0969.0 TOP= INV= CB 976.9 970.8WINV=970.4NINV=969.7E TOP= INV= CB 976.5 971.6NW(8"PVC)INV=971.2NW(12"PVC)INV=971.1E 12" RCP ST S 12" PVC ST S 1 2 " P V C S T S 8" PVC ST S TOP=INV= MH 971.7963.0 B I T U M I N O U S B I T U M I N O U S 96 9 97097197 2 97 3 9 7 5 9769749 7 3 971 972 LOADING DOCK G R A S S G R A S S FKA: MURPHY STREET TNH=974.60 TNH=975.26 CONC STEPS CONC STEPS 969 OHU OH U OH U OHU O H U OH U O H U O H U O H U O H U O H U O H U W W W W LA GA S UGE UGE SA N S C O N C R E T E C O N C R E T E C O N C R E T E CONC CONC 30 . 0 65.0 2 . 7 1 . 0 12.5 2.71.0 62.8 11.7 2 . 7 2 . 0 FOL FOL FO L FO L UGC UG C U G C UGC U G C U G C U G C U G C U G C U G C INV= 965.8 INV= 964.2 FOL F O L 69.3 ME 72.6 ME73.5 ME74.3 ME 74.6 ME 75.3 ME 74.7 ME 74.8 74.7 74.474.6 74.5 73.6 73.5 74.4 72.7 72.6 72.7 72.3 ME 71.972.0970 971 972973 97 5 974 9 7 1 97 0 96 9 P A R C E L 2 1 2 A P A R C E L 2 0 9 2 1 2 A 7 C5.03 FM FM FM FM FM FM FM FM FM FM FM FM FM S C5.03 13 C5.03 13 C5.03 13 C5.03 C5.03 4" FORCEMAIN 4" FORCEMAIN MH 1 RIM: 972.5 INV: 962.05 4" NE 960.68 8" E/W (EX. FIELD VERIFY) 48" DIA R-1642 CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE RUBBER BOOT CONNECTIONS. 14 C5.03 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations R FEETSCALE 0 HORZ. 30 60 C4.04 UTILITY PLAN FIELDS 955 1 54.6 955 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SANITARY SEWER FORCEMAIN PROPOSED STORM SEWER PROPOSED DRAIN TILE (DT) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. PROPERTY LINE >>>> FM >>>>>>>>>> LEGEND 1 C5.01 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES. 2.REFER TO SHEET C4.01, UTILITY PLAN WEST, FOR UTILITY NOTES. NOTES 2 C4.04 SOUTHEAST FIELD 3 C4.04 SOUTH 1 C4.04 NORTHEAST FIELD 7 C5.03 22 C5.01 20 C5.01 21 C5.01 10 C5.03 19 C5.01 9 C5.03 NOT FOR CONSTRUCTION CITY SUBMITTAL Page 57 of 113 IC E E L E V A T I O N = 9 2 2 . 4 DE C . 4 , 2 0 2 3 6" W ( P ) 6" P V C ST S 12"RCP S T S 24 " R C P S T S 24"RCP ST S 9 " M E T A L S T S 1 5 " P V C S T S 15"FES INV=926.1 15" RC P S T S 15 " P V C S T S 3"W(P) 3"W(P) 3 " W ( P ) 8 " W ( P ) 6"W 6"W W W 6 " W 6" W 8"W W W TOP=INV= CB 931.6926.7 NEINV=926.8 E INV=927.8 S TOP=INV= BH 941.5927.9 TOP= INV= CB 941.1 927.8 S W , S E INV= 9 2 7 . 9 N E TOP= INV= CB 941.1 935.8 T O D R O P INV= 9 3 6 . 4 S W TOP=INV= BH 939.7933.2 TOP=INV= SMH 940.9927.3 NEINV=931.9 S TOP=INV= SMH 930.8926.2 NINV=926.4 S GENER A T O R GENER A T O R O N CONC P A D C O V E R E D L O A D I N G D O C K WOODEN PLANTER 1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068 40.2 6 0 . 1 60 . 1 40.2 164.2 1 2 . 0 10.2 25.0 2 5 . 0 3.5 1 0 . 0 18.0 4 3 . 3 35.1 0 . 1 122.2 8 3 . 5 41.3 2 4 . 4 41.4 1 2 . 6 13.9 19.9 2 0 . 9 192.3 34.2 4 1 . 1 90.292.6 32.6 1 0 . 5 5.3 2 1 . 4 5 4 . 3 5.4 2 1 . 4 32.5 1 0 . 6 61.0 3 3 . 3 129.5 115.2 4 3 . 1 3.6 1 2 . 9 144.1 1.5 1 2 . 9 4 3 . 6 138.9 5 9 . 9 1 9 . 7 14.3 2 1 . 3 3 9 . 3 22.9 1 . 3 8.5 3 4 . 7 8.5 7 3 . 3 109.4 8.4 3 4 . 7 8.5 3 7 . 3 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.637.725.21 3 . 2 5.0 2 0 . 9 31.0 111.6 1 3 . 0 2.0 4 2 . 9 98.74 3 . 8 3.6 1 2 . 9 1 1 . 8 3.8 4 4 . 0 L=5.8 L=5.6 L=5.4 L=5.3 L=5.3 L=5.1 22.9 MA I N T E N A N C E GA R A G E DETAIL NO SCA L E O V E R H A N G 8 4 . 0 GENER A T O R O N CONC P A D TOP=INV= SMH 939.8933.0SWINV=929.0NW 10 " P V C S T S 6" PVCST S 12" PVC S T S 30" RCP ST S 15" PVC ST S SMH TOP=939.2 BOTTOM TANK=930.1 NO VISIBLE PIPES B I T U M I N O U S B I T U M I N O U S 9 3 9 938 939 94 0 941 941 930 935 929 926 927 928940 945944943 942941 939 938 937 936 935 934 933 941 942 94 0 94 294 5 94 6 94 7 94 8 94 9 95 0 939 938 939 940 CONC CONC CONCCONC CONC CONC CONCRET E CONCRET E CONCRET E U G E U G E UG E UGE UGE UGE G R A S S G R A S S G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=944.85 TNH=932.14 TNH=944.63 TNH=943.95 TNH=942.53 30" RCPST S G R A V E L G R A V E L KEYSTONE WALL CONC STEPS SAN TOP=939.3 TOP CAPPED PIPE=935.8 SAN TOP=939.2 B I T U M I N O U S CONCRETE G R A V E L CONC CONC 2 0 . 5 1 . 2 5 . 0 43.0 5 . 0 2 . 0 2 . 0 49.5 2 . 0 6 . 7 5 . 0 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 PERGOLABITUM I N O U S BITUM I N O U S BITUM I N O U S KEYSTONE WALL 6 FOOT CHAIN LINK FENCE KEYSTONE WALL KEYSTONE WALL KEYSTONE WALL 6 FOOT CHAIN LINK FENCE CO N C R E T E G R A V E L B I T U M I N O U S T R E E S T R E E S T R E E S T R E E S BUILDING FOOTPRINT = 208,389 SQ. FT. 945 950 955 9 6 0 965 970 975 980 9 8 0 975 9 7 0 9 7 0 9 7 5 9 8 0 9 8 5 95 596096 5 97 0 976 977 978 979 981 982 983 984 974 972 973971 981 9 7 9 9 7 8 977 9 7 6 97 4 9 7 3 972 97 1 96 9 968 98 4 983 9 8 2 9 8 1 9 7 9 9 7 8 9 7 6 9 7 2 9 6 8 9 6 7 9 6 6 9 6 9 968 9 6 7 9 6 69 6 4 9 6 3 9 6 2 9 6 1 9 5 9 9 5 8 9 5 7 9 5 6 954 953 952 951 949 948 947 946 944 942 943 943 944 946 94 7 948949 9 6 3 9 6 1 W ( P ) W (P) W ( P ) W ( P ) W (P) 13 14 15 16 18 19 20 21 23 12 11 12" PVC 25 26 27 1 22 2 3 4 5 6 7 8 9 10 6" F M ( P ) P A V E R S RD RD RD BE VP RD BE 14"SPR RDRD RD RD CONC . 942 RD RD BE RD 2.14"BAS 24"MPL 942 BE RD RD RD B E RD RD LA 2"ARB 13"MPL KEYSTON E WALL CONC . 942 F O L F O L FOL FO L FOL FOL FOL UGC UG C UGC UGC U G C UGC UGC UGC U G C I > > > > > > > > >> >> >> >> D > > >> >> D >> D >>>> >> D >> >> D >> >> >> >>>> >> >> >> >> > > >>>>>> >>>> > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> D D I I I I I I >> >> >> >> >> PROPOSED BUILDING ADDITION 1 PROPOSED BUILDING ADDITION 2 PROPOSED BUILDING ADDITION 3 PROPOSED BUILDING ADDITION 4 PROPOSED BUILDING ADDITION 5 PROPOSED BUILDING ADDITION 6 DRI -2 ST-108 ST-109 ST-110 ST-111 ST-112 ST-113 ST-114 ST-115 ST-116 ST-117 ST-118 ST-131 ST-132 ST-133 ST-134 ST-135 ST-136 I > > > > > > > > >> >> >> >> D > > >> >> D >> D >>>> >> D >> >> D >> >> >> >>>> >> >> >> >> > > >>>>>> >>>> > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> D D I I I I I I >> >> >> >> >> (213) PA (31) PA (714) PA (244) PA (110) PA (117) PA R FEETSCALE 0 HORZ. 30 60 L0.01 LANDSCAPING PLAN WEST DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LANDSCAPE ROCK BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND X X 1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES. 2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR SEEDING. 4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE. 8.ALL TREES SHALL BE BALLED AND BURLAPPED. 9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED. 10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. 11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'. NOTES CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER TREES ACRF 22 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B ACRN 5 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B ACSB 22 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B ACSJ 7 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B ACSP 1 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B ACFS 1 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B MJ 13 MALUS X 'JEWELCOLE'RED JEWEL™ CRABAPPLE 2" CAL. OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B QUBI 8 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B QUMA 12 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B CONIFERS PIGL 11 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B PIBA 13 PINUS BANKSIANA JACK PINE 6` HT.B&B PISY 6 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER SHRUBS AL 70 ARONIA MELANOCARPA 'UCONNAM165'LOW SCAPE MOUND® BLACK CHOKEBERRY 18" - 24"#2 CONT. CS 34 CORNUS ALBA `SIBIRICA`REDBARK DOGWOOD 5 GAL. CH 10 CORNUS HESSEI 'UMN970507'GARDEN GLOW™ DOGWOOD 42 - 48" SPR.#5 CONT. CL 46 DIERVILLA LONICERA 'MICHIGAN SUNSET'DWARF BUSH HONEYSUCKLE 24" - 36"#5 CONT. ILVN 96 ILEX VOMITORIA `NANA`DWARF YAUPON 5 GAL. SS 62 SPIRAEA SORBIFOLIA 'SEM'SEM FALSE SPIREA 24" - 36"#5 CONT. VR 134 VIBURNUM OBOVATUM `RAULSTON`S HARDY`RAULSTON`S HARDY VIBURNUM 5 GAL. PERENNIALS AB2 14 AMSONIA X 'BLUE ICE'BLUE ICE BLUESTAR 12 - 15" SPR.#1 CONT. AA 54 ASTER DUMOSUS 'ALERT'ALERT FALL ASTER 15 - 18" SPR.#1 CONT. CK 163 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 24" - 30"#1 CONT. PLANT SCHEDULE NOT FOR CONSTRUCTION CITY SUBMITTAL Page 58 of 113 12" PVC S T S 9 3 6 937 938 939 941 936 U G E A R T I F I C I A L T U R F F I E L D G R A S S 7 FOOT CHAIN LINK FENCE BITUMINO U S 6 " W ( P ) 6" P V C ST S 30"RCP ST S 24 " R C P S T S 24"RCP ST S 15 " P V C S T S 3"W(P) 3"W(P) 8 " W ( P ) 8"W(P) 1 2 " W ( P ) 6" W 6"W W W W TOP=INV= CB 931.6926.7 NE INV=926.8 EINV=927.8 S TOP= INV= CB 941.1 935.8 T O D R O P INV= 9 3 6 . 4 S W 8 . 3 0.6 16 . 4 6 3 . 859.03.522.036.36.46 . 3 1 6 . 08.014.427.63 7 . 7 25.2 1 3 . 2 5.0 2 0 . 9 31.0 3 . 7 40.4 1 0 4 . 6 111.6 1 3 . 0 2.0 4 2 . 9 98.7 L=5.1 GENER A T O R O N CONC P A D 10 " P V C S T S 6" PVCST S TOP=INV= SMH 934.8927.2E,WINV=924.3SINV=923.7N 24" RCP ST S 12" RCPST S 42 " R C P S T S B I T U M I N O U S CONCRETE 935 934 9 3 5936937 934 935 935936937938939 940 941 938 939 94 0 941 941 940 938 9399379 3 5 934 933 932 930 935 929 926 927 928 BLEACHERS RUB B E R S U R F A C E G R A V E L CONC CONC CONCRET E CONCRETE U G E UGE UGE UGE UGE UGE UGE U G E U G E UG E UG E UGE UGE UGE UGE UGE UG E G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S CO N C CONC TNH=932.14 TNH=943.95 SPIKE=944.88 B I T U M I N O U S OHE SHED B I T U M I N O U S OHU B I T U M I N O U S CONCRETE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS RU B B E R S U R F A C E RU B B E R S U R F A C E CONC CONC CONC 5 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE CONC WALL CONCRETE CONCRETE CONCRETE G R A V E L CONC 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 4 2 " R C P S T S ( P ) 12"W(P) 19 20 21 23 12" PVC 24 25 26 27 22 BE RD RD B E RD 13"MPL KEYSTON E WALL CONC . 942 TOP=INV= CB 928.4924.6(W)INV=924.7(S) FOL FOL UGC UGC U G C I I I I I I I I I I I D >> >> D >> >> >> >> D >> >> >> >> >> >> D > > > > > > > > > > > > >>>>>>>>>>>> > > > > > > >> D >> >>D >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >>>> >> >> >>>> >> >> >>>>>> >> >> D D D >> > > >>>> D > > > > >> >> >> >> D >> >> >> >> >> >> >> >>>> D >> D >> >> > > > > > > > > D D D D D D D DD >> >>D >> > > > > >>>>>>>>>>>>>>>> >>>>>>>>>>>>D >>>>>> FM FM FM FM FM FM FM FM FM FM FM F M S BS 1 INV: 924.50 MECH: XX'XX" 86 DFUs LIFT STATION RIM: 935.4 INV: 924.30 6" N INV: 924.66 4" S REFER TO C5.02 8' - 6" SCH 40 PVC @ 2.41% >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>> >> > > > > > > >>>>>> >> D D > > D > > D >>>>>>>> >> >> >> PROPOSED BUILDING ADDITION 1 PROPOSED BUILDING ST-101 ST-102 ST-103 ST-104ST-105ST-106 ST-107 ST-119 ST-120 ST-124 ST-125 ST-126 ST-136 I I I I I I I I I I I D >> >> D >> >> >> >> D >> >> >> >> >> >> D > > > > > > > > > > > > >>>>>>>>>>>> > > > > > > >> D >> >>D >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >>>> >> >> >>>> >> >> >>>>>> >> >> D D D >> > > >>>> D > > > > >> >> >> >> D >> >> >> >> >> >> >> >>>> D >> D >> >> > > > > > > > > D D D D D D D DD >> >>D >> > > > > >>>>>>>>>>>>>>>> >>>>>>>>>>>>D >>>>>> FM FM FM FM FM FM FM FM FM FM FM F M S BS 1 INV: 924.50 MECH: XX'XX" 86 DFUs LIFT STATION RIM: 935.4 INV: 924.30 6" N INV: 924.66 4" S REFER TO C5.02 8' - 6" SCH 40 PVC @ 2.41% >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>> >> > > > > > > >>>>>> >> D D > > D > > D >>>>>>>> >> >> >> (110) PA (117) PA REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LANDSCAPE ROCK BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND X X 1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES. 2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR SEEDING. 4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE. 8.ALL TREES SHALL BE BALLED AND BURLAPPED. 9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED. 10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. 11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'. NOTES R FEETSCALE 0 HORZ. 30 60 L0.02 LANDSCAPING PLAN CENTRAL DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER TREES ACRF 22 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B ACRN 5 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B ACSB 22 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B ACSJ 7 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B ACSP 1 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B ACFS 1 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B MJ 13 MALUS X 'JEWELCOLE'RED JEWEL™ CRABAPPLE 2" CAL. OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B QUBI 8 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B QUMA 12 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B CONIFERS PIGL 11 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B PIBA 13 PINUS BANKSIANA JACK PINE 6` HT.B&B PISY 6 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER SHRUBS AL 70 ARONIA MELANOCARPA 'UCONNAM165'LOW SCAPE MOUND® BLACK CHOKEBERRY 18" - 24"#2 CONT. CS 34 CORNUS ALBA `SIBIRICA`REDBARK DOGWOOD 5 GAL. CH 10 CORNUS HESSEI 'UMN970507'GARDEN GLOW™ DOGWOOD 42 - 48" SPR.#5 CONT. CL 46 DIERVILLA LONICERA 'MICHIGAN SUNSET'DWARF BUSH HONEYSUCKLE 24" - 36"#5 CONT. ILVN 96 ILEX VOMITORIA `NANA`DWARF YAUPON 5 GAL. SS 62 SPIRAEA SORBIFOLIA 'SEM'SEM FALSE SPIREA 24" - 36"#5 CONT. VR 134 VIBURNUM OBOVATUM `RAULSTON`S HARDY`RAULSTON`S HARDY VIBURNUM 5 GAL. PERENNIALS AB2 14 AMSONIA X 'BLUE ICE'BLUE ICE BLUESTAR 12 - 15" SPR.#1 CONT. AA 54 ASTER DUMOSUS 'ALERT'ALERT FALL ASTER 15 - 18" SPR.#1 CONT. CK 163 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 24" - 30"#1 CONT. PLANT SCHEDULE NOT FOR CONSTRUCTION CITY SUBMITTAL Page 59 of 113 UGE WETLAND FLAG SEE GENERAL NOTES SHED MAINTENANCE MH TOP =930.2 12" PVC S T S 926 927 928 929 930 926 92792892 9 925 9 2 5 9 2 6 9 2 7 9 3 3 9 2 8 9 2 9 9 3 0 9 3 1 9 3 2 9 3 4 96 0 9 3 6 937 938 936 G R A V E L U G E UGEUGEUGE B I T U M I N O U S A R T I F I C I A L T U R F F I E L D G R A S S G R A S S G R A S S G R A V E L CONCRETE CONCRETE CON C R E T E B I T U M I N O U S CO N C STONE WALL STONE WALL 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE BITUMIN O U S CONC BRIDGE IC E E L E V A T I O N = 9 2 4 . 0 F E E T D E C . 4 , 20 2 3 G R A S S 6" W ( P ) 30"RCP ST S 24 " R C P S T S 24"RCP ST S 15 " P V C S T S W W TOP= INV= CB 931.6 926.7 NEINV=926.8 EINV=927.8 S 8.4 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03 . 5 22.0 36.36.46.31 6 . 0 8.014.42 7 . 6 3 7 . 7 25.2 1 3 . 2 5.0 2 0 . 9 31.0 1 0 4 . 6 1 3 . 0 GENER A T O R O N CONC P A D TOP=INV= SMH 934.8927.2E,WINV=924.3S INV=923.7N 24" RCP ST S 42 " R C P S T S 935 934 932 930 935 929 926 927 928 UGE UGE UGE UGE UGE UG E G R A S S G R A S S TNH=932.14 B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS CONC WALL CONCRETE CONCRETE CONCRETE G R A V E L CONC CONC 4 2 " R C P S T S ( P ) W ( P ) W ( P ) W (P) 18 19 20 21 23 24 22 TOP=INV= CB 928.4924.6(W)INV=924.7(S) U G C UGC UGC UGC U G C I I D >> >> >> >> >> >> D > > > > > > > > > > >> D >> >> >> >> >> >> >> >> >> >> >> D D >>>>>> >> > > > > > > > > >>>> D >> >> POND 7P BOTTOM ELEVATION: 916.00 BOTTOM AREA: 922 SF EOF: 930.00 HWL: 929.84 NWL: 926.00 INFILTRATION BASIN 8P BOTTOM ELEVATION: 923.00 BOTTOM AREA: 2,610 SF EOF: 930.80 HWL: 928.60 WQV ELEVATION: 926.70 D >> D >> D D D D >>>>>>>>>>>> >>>>>>>>>>>>>>>> >>>>>>>>>>>>D BS 1 INV: 924.50 >>>> >> > > > > > > >>>>>> >> D > > D > > D >> PROPOSED BUILDING ST-101 DRI -1 ST-102 ST-103 ST-110 ST-119 ST-120 ST-121 I I D >> >> >> >> >> >> D > > > > > > > > > > >> D >> >> >> >> >> >> >> >> >> >> >> D D >>>>>> >> > > > > > > > > >>>> D >> >> POND 7P BOTTOM ELEVATION: 916.00 BOTTOM AREA: 922 SF EOF: 930.00 HWL: 929.84 NWL: 926.00 INFILTRATION BASIN 8P BOTTOM ELEVATION: 923.00 BOTTOM AREA: 2,610 SF EOF: 930.80 HWL: 928.60 WQV ELEVATION: 926.70 D >> D >> D D D D >>>>>>>>>>>> >>>>>>>>>>>>>>>> >>>>>>>>>>>>D BS 1 INV: 924.50 >>>> >> > > > > > > >>>>>> >> D > > D > > D >> REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LANDSCAPE ROCK BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND X X 1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES. 2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR SEEDING. 4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE. 8.ALL TREES SHALL BE BALLED AND BURLAPPED. 9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED. 10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. 11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'. NOTES R FEETSCALE 0 HORZ. 30 60 L0.03 LANDSCAPING PLAN EAST DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER TREES ACRF 22 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B ACRN 5 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B ACSB 22 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B ACSJ 7 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B ACSP 1 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B ACFS 1 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B MJ 13 MALUS X 'JEWELCOLE'RED JEWEL™ CRABAPPLE 2" CAL. OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B QUBI 8 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B QUMA 12 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B CONIFERS PIGL 11 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B PIBA 13 PINUS BANKSIANA JACK PINE 6` HT.B&B PISY 6 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER SHRUBS AL 70 ARONIA MELANOCARPA 'UCONNAM165'LOW SCAPE MOUND® BLACK CHOKEBERRY 18" - 24"#2 CONT. CS 34 CORNUS ALBA `SIBIRICA`REDBARK DOGWOOD 5 GAL. CH 10 CORNUS HESSEI 'UMN970507'GARDEN GLOW™ DOGWOOD 42 - 48" SPR.#5 CONT. CL 46 DIERVILLA LONICERA 'MICHIGAN SUNSET'DWARF BUSH HONEYSUCKLE 24" - 36"#5 CONT. ILVN 96 ILEX VOMITORIA `NANA`DWARF YAUPON 5 GAL. SS 62 SPIRAEA SORBIFOLIA 'SEM'SEM FALSE SPIREA 24" - 36"#5 CONT. VR 134 VIBURNUM OBOVATUM `RAULSTON`S HARDY`RAULSTON`S HARDY VIBURNUM 5 GAL. PERENNIALS AB2 14 AMSONIA X 'BLUE ICE'BLUE ICE BLUESTAR 12 - 15" SPR.#1 CONT. AA 54 ASTER DUMOSUS 'ALERT'ALERT FALL ASTER 15 - 18" SPR.#1 CONT. CK 163 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 24" - 30"#1 CONT. PLANT SCHEDULE NOT FOR CONSTRUCTION CITY SUBMITTAL Page 60 of 113 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE SHEDUGE UGE SCOREBOARD B I T U M I N O U S 96 0 96 1 941 943 944 945 946 947 949 9 5 1 950 955 960 94 5 95 0 95 5 96 0 961 962 UGEUGE CONC CONC CONC CONCRETE B I T U M I N O U S BITUMI N O U S STONE WALL STONE WALL 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 964 96 6 96 7 968 968 96 7 9 6 6 9 6 4 9 6 3 9 6 3 9 6 4 9 6 7 9 6 8 96 2 96 2 962 962 9 6 2 963 962 9 6 3 963 959958957956954953952 961 9 6 5 96 5 9 6 5 960 955 950 955 G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S 24.216 . 2 UG E U G E U G E U G E UG E UGE UGE U G E U G E T R E E S BITUMINOUS GAS GA S G A S >>>>>>>>>> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> ST-122 ST-123 >>>>>>>>>> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> 10 FT. CHAIN LINK FENCE 10 FT. CHAIN LINK FENCE T E N N I S B I T U M I N O U S G R A V E L G R A V E L 944 945 9 4 6 9 4 7 9 4 8 9 4 9 9 5 0 960 955 950 963 964 G R A S S 16 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 18 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E OH U OH U OH U FOL 0.4 1.7 22.0 11 . 7 6.0 4. 0 20.3 20.3 3. 9 6.0 11 . 6 22.0 1.6 0.5 G R A V E L B I T U M I N O U S 965 966 970 975 980 CONC STEPS G R A S S TNH=981.64 W W C O N C R E T E FO L FOL FOL FOL D >> >> >> >> >> >>>>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>D > > > > D >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> > > > > > > > > >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>> >>D >>>>>>>>>>>> FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM >> >> >> >> >> >> >> > > >> >> > > >> >> >> >> >>>>>>>> > > ST-127 ST-128 ST-130 ST-129 D >> >> >> >> >> >>>>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>D > > > > D >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> > > > > > > > > >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>> >>D >>>>>>>>>>>> FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM >> >> >> >> >> >> >> > > >> >> > > >> >> >> >> >>>>>>>> > > R FEETSCALE 0 HORZ. 30 60 L0.04 LANDSCAPING PLAN FIELDS DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations 1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES. 2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR SEEDING. 4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE. 8.ALL TREES SHALL BE BALLED AND BURLAPPED. 9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED. 10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. 11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'. NOTES REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LANDSCAPE ROCK BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND X XCODEQTYBOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER TREES ACRF 22 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B ACRN 5 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B ACSB 22 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B ACSJ 7 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B ACSP 1 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B ACFS 1 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B MJ 13 MALUS X 'JEWELCOLE'RED JEWEL™ CRABAPPLE 2" CAL. OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B QUBI 8 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B QUMA 12 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B CONIFERS PIGL 11 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B PIBA 13 PINUS BANKSIANA JACK PINE 6` HT.B&B PISY 6 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER SHRUBS AL 70 ARONIA MELANOCARPA 'UCONNAM165'LOW SCAPE MOUND® BLACK CHOKEBERRY 18" - 24"#2 CONT. CS 34 CORNUS ALBA `SIBIRICA`REDBARK DOGWOOD 5 GAL. CH 10 CORNUS HESSEI 'UMN970507'GARDEN GLOW™ DOGWOOD 42 - 48" SPR.#5 CONT. CL 46 DIERVILLA LONICERA 'MICHIGAN SUNSET'DWARF BUSH HONEYSUCKLE 24" - 36"#5 CONT. ILVN 96 ILEX VOMITORIA `NANA`DWARF YAUPON 5 GAL. SS 62 SPIRAEA SORBIFOLIA 'SEM'SEM FALSE SPIREA 24" - 36"#5 CONT. VR 134 VIBURNUM OBOVATUM `RAULSTON`S HARDY`RAULSTON`S HARDY VIBURNUM 5 GAL. PERENNIALS AB2 14 AMSONIA X 'BLUE ICE'BLUE ICE BLUESTAR 12 - 15" SPR.#1 CONT. AA 54 ASTER DUMOSUS 'ALERT'ALERT FALL ASTER 15 - 18" SPR.#1 CONT. CK 163 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 24" - 30"#1 CONT. PLANT SCHEDULE CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER TREES ACRF 22 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B ACRN 5 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B ACSB 22 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B ACSJ 7 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B ACSP 1 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B ACFS 1 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B MJ 13 MALUS X 'JEWELCOLE'RED JEWEL™ CRABAPPLE 2" CAL. OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B QUBI 8 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B QUMA 12 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B CONIFERS PIGL 11 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B PIBA 13 PINUS BANKSIANA JACK PINE 6` HT.B&B PISY 6 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER SHRUBS AL 70 ARONIA MELANOCARPA 'UCONNAM165'LOW SCAPE MOUND® BLACK CHOKEBERRY 18" - 24"#2 CONT. CS 34 CORNUS ALBA `SIBIRICA`REDBARK DOGWOOD 5 GAL. CH 10 CORNUS HESSEI 'UMN970507'GARDEN GLOW™ DOGWOOD 42 - 48" SPR.#5 CONT. CL 46 DIERVILLA LONICERA 'MICHIGAN SUNSET'DWARF BUSH HONEYSUCKLE 24" - 36"#5 CONT. ILVN 96 ILEX VOMITORIA `NANA`DWARF YAUPON 5 GAL. SS 62 SPIRAEA SORBIFOLIA 'SEM'SEM FALSE SPIREA 24" - 36"#5 CONT. VR 134 VIBURNUM OBOVATUM `RAULSTON`S HARDY`RAULSTON`S HARDY VIBURNUM 5 GAL. PERENNIALS AB2 14 AMSONIA X 'BLUE ICE'BLUE ICE BLUESTAR 12 - 15" SPR.#1 CONT. AA 54 ASTER DUMOSUS 'ALERT'ALERT FALL ASTER 15 - 18" SPR.#1 CONT. CK 163 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 24" - 30"#1 CONT. PLANT_SCHEDULEREPLACEMENT TREE CALCULATIONS: ·REMOVED TREE COUNT: 26 · ·REMOVED CALIPER INCHES: 389 ·TOTAL CALIPER INCHES TO BE REPLACED: 194.5 ·REPLACEMENT TREE COUNT: 121 AT 2.5" CALIPER (302.5") 13 AT 2.0" CALIPER (26") ·REPLACEMENT TREE TOTAL CALIPER INCHES: 328.5 LANDSCAPE TREE REQUIREMENT CALCULATION: ·SITE: 4,528,585 SF (103.9 AC) ·SITE TREE REQUIREMENTS: 1510 TREES ·EXISTING TREES ON SITE: 206 TREES ON SITE TO REMAIN (NON FORESTED AREAS) 1336 TREE ON SITE (IN FORESTED AREA, 401,020 SF @ 1 TREE PER 300 SF) LANDSCAPE CALCULATIONS NOT FOR CONSTRUCTION CITY SUBMITTAL Page 61 of 113 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations C5.01 CIVIL DETAILS 24" MIN. CLAY 18 C5.01 POND CLAY LINER NOT TO SCALE FINISH GRADE COMPACTED SOIL HWL ELEVATION 5.00' 19 C5.01 AGLIME AND DRAIN TILE NOT TO SCALE TOPSOIL ON PLAYING FIELD 5" DEPTH AGLIME EXTEND AGLIME DOWN TO DRAIN TILE WHERE DEPTH TO TOP OF PIPE IS GREATER THAN 5" 6" DRAIN TILE - REFER TO PLAN FOR LOCATION AND INVERT ELEVATIONS BURRITO WRAP PEA ROCK IN GEOTEXTILE FABRIC 4" MINIMUM PEA ROCK AROUND DRAIN TILE 5" MIN. TO TOP OF DRAIN TILE APPLY SOIL STERILANT TO SUBGRADE PRIOR TO AGLIME PLACEMENT 10' 1' 18 " 5 C5.01 OVERFLOW SWALE NOT TO SCALE 4:1 SLOPE (TYP) GEOTEXTILE FABRIC CLASS III RIPRAP 4:1 SLOPE (TYP) PLACE RIPRAP AT ELEVATION SUCH THAT FLOWLINE DEPICTED BY PROPOSED GRADES IS MAINTAINED 10 " 6" UNSUITABLE SOIL TOPSOIL REFER TO STRUCTURAL DRAWINGS 3'-0" 1 1 VA R I E S NOTES: 1.BOTTOM OF EXCAVATION MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER'S REPRESENTATIVE PRIOR TO PLACEMENT OF ANY FILL. 13 C5.01 BUILDING PAD NOT TO SCALE 4" SLAB AND 6" STABILIZED AGGREGATE BASE - VERIFY WITH ARCHITECTURAL PLANS FINISH FLOOR SUBGRADE FINISH GRADE (TURF) MINIMUM EXCAVATION LIMITS FOOTING SUITABLE SOIL ENGINEERED FILL BUILDING PAD SOIL CORRECTION14 C5.01 NOT TO SCALE SCENARIO #1: FFE ABOVE EXISTING GRADE SCENARIO #2: FFE BELOW EXISTING GRADE 1 1 3'-0" AC T U A L B U I L D I N G P A D S O I L CO R R E C T I O N Q U A N T I T Y A F F E C T E D BY U N I T P R I C E AC T U A L B U I L D I N G P A D S O I L C O R R E C T I O N QU A N T I T Y A F F E C T E D B Y U N I T P R I C E UNSUITABLE SOIL TOPSOIL 1 1 3'-0" UNSUITABLE SOIL TOPSOIL SIDE LIMIT SUBGRADE UPPER LIMIT: EXISTING GRADE FOOTING BACKFILLING AND COMPACTING SOILS IN THIS ZONE NOT INCLUDED IN UNIT PRICE CALCULATIONS EXCAVATION OF SOILS IN THIS ZONE NOT INCLUDED IN UNIT PRICE CALCULATIONS MINIMUM EXCAVATION LIMITS EXCAVATION OF SOILS IN THIS ZONE NOT INCLUDED IN UNIT PRICE CALCULATIONS SUITABLE SOIL LOWER LIMIT = BOTTOM OF EXCAVATION C5.01 13 C5.01 13 SIDE LIMIT UPPER LIMIT: EXISTING GRADE FOOTING MINIMUM EXCAVATION LIMITS SUITABLE SOIL LOWER LIMIT = BOTTOM OF EXCAVATION EXISTING GRADE FFE FFE 5'-0"20'-0" 5' - 0 " 6' - 0 " 4" NOTE: REFER TO GRADING AND DRAINAGE PLAN FOR LIMITS OF SAND SUBBASE 15 C5.01 SAND SUBBASE / DRAIN TILE AT DOORS & FROST FOOTED STOOPS NOT TO SCALE FINISH GRADE AT EDGE OF STOOP FINISH GRADE OF PAVEMENT ADJACENT TO FOOTED STOOP STOOP FOOTING - REFER TO STRUCTURAL DRAWINGS 6" DRAIN TILE (WHERE INDICATED ON DRAWINGS) - EXTEND TO STORM SEWER STRUCTURE WHERE INDICATED ON DRAWINGS SUBGRADE SOILS SAND SUBBASE C5.05 9 NOTES: 1.TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. 2.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. 3.INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. DE P T H ( V A R I E S ) 6" M I N . 1/ 8 O . D . (6 " M I N . ) PI P E D I A . 20 C5.01 PIPE BEDDING PVC NOT TO SCALE SUBGRADE PIPE BEDDING BACKFILL ABOVE PIPE BEDDING. REFER TO 31 23 33 O.D. + 2' (MAX) NOTES: 1.TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. 2.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. DE P T H ( V A R I E S ) 1/ 8 D E P T H ( 1 2 " M I N . ) 1/ 6 O . D . 1/ 8 O . D . ( 4 " M I N . ) 21 C5.01 PIPE BEDDING - RCP & DIP NOT TO SCALE SUBGRADE BACKFILL ABOVE PIPE BEDDING. REFER TO 31 23 33 PIPE BEDDING O.D. + 2' (MAX) 30 " M I N . INFILTRATION AREA LIMITS AS SHOWN ON PLAN 1 1 7 C5.01 INFILTRATION AREA SECTION NOT TO SCALE NOTE: SEE x OF xx / [Sheet#] FOR ENGINEERED SOIL MIXTURE PLACE SEDIMENT CONTROL LOG AT EDGE OF INFILTRATION AREA - FULL PERIMETER, AND REMOVE ONCE ALL UPSLOPE AREAS ARE FULLY STABILIZED (PERMANENT STABILIZATION) LANDSCAPE EDGING (TYP) FLAT BOTTOM STAKE STAKE EXCAVATE TO SUBGRADE ELEVATION WITH A TOOTHED BUCKET BACKHOE. RIP SOILS 6" TO 9" TO REMOVE COMPACTION GRASS - REFER TO LANDSCAPE PLAN INFILTRATION AREA SOIL MIXTURE - SEE BELOW FILL SOIL BETWEEN THE EXISTING SP SANDS AND BOTTOM OF ENGINEERED SOIL MIXTURE SHALL MEET THE SPECIFICATION FOR SAND SUBBASE GRASS 6" DEPTH TOPSOIL INFILTRATION AREA CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: 1.INFILTRATION AREA LIMITS SHALL BE SURVEYED AND A VISUAL BARRIER, SUCH AS ORANGE SNOW FENCE, SHALL BE PLACED AROUND THE FULL PERIMETER TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES OUT OF THE PROPOSED INFILTRATION AREAS. THE VISUAL BARRIER MUST BE INSTALLED BEFORE NEW CONSTRUCTION BEGINS AND SHALL BE MAINTAINED THROUGH THE DURATION OF THE PROJECT. 2.DELIVER SAMPLE MATERIALS ONSITE FOR PRIOR APPROVAL. PRIOR TO BEGINNING THE INSTALLATION, SUFFICIENT MATERIAL QUANTITIES SHALL BE ONSITE TO COMPLETE THE INSTALLATION. STABILIZE EXPOSED SOIL AREAS WITHOUT DELAY. 3.CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. 4.INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORK FOR PERIODS OF DRY WEATHER. DO NOT WORK IF SOIL CONDITIONS ARE WET. EXCAVATION, SOIL PLACEMENT AND RAPID STABILIZATION OF PERIMETER SLOPES WITH TURF SOD MUST COMPLETED BEFORE THE NEXT PRECIPITATION EVENT. TURF SOD PLACED IN FLOW PATHS SHALL BE SECURED WITH AT LEAST 6 STAKES PER SQUARE YARD. PLACE STAKES ALONG UPHILL SEAM EDGES TO PREVENT UNDERMINING FLOWS UNTIL SOD ROOTS ESTABLISH. 5.DO NOT LEAVE STORMWATER AREAS AND / OR PERIMETER SLOPES EXPOSED OVERNIGHT. SECURE THE SITE FROM RISK OF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER AWAY FROM THE WORK AREA AND TEMPORARILY COVER OF ALL EXPOSED SOILS WITH WOVEN GEOTEXTILE FABRIC OR IMPERMEABLE SHEETING. 6.FIELD OBSERVATION OF EXCAVATION AND SOIL PLACEMENT IS REQUIRED. NOTIFY GEOTECHNICAL ENGINEER PRIOR TO DIGGING. USE BACKHOE WITH TOOTH BUCKET FOR CELL EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. DO NOT USE SKID STEER FOR EXCAVATION WITHIN THE CELL. USE TOOTH BUCKET TO SCARIFY (RIP) UNDERLYING SOILS 6" TO 9" DEEP TO REMOVE COMPACTION. GENTLY MIX THE FIRST LIFT OF ENGINEERED SOILS WITH THE LOOSENED UNDERLYING SOILS TO AVOID STRATIFICATION AND PROMOTE PERMEABILITY. USE EXCAVATOR BUCKET TO PLACE MATERIALS. CONSTRUCTION EQUIPMENT SHALL NOT BE ALLOWED INTO THE STORMWATER AREAS. LEVELING AND FINAL GRADING WITHIN THE CELL MUST BE COMPLETED BY HAND. 7.INFILTRATION AREA SOIL MIX SHALL BE MINNESOTA STORMWATER MANUAL 4.1.2 MIX B: ENHANCED FILTRATION BLEND (WELL BLENDED MIXTURE OF 75% - 85% ASTM C-33 COARSE WASHED SAND (MN/DOT 3126) AND 25% - 15% MN/DOT 3890 GRADE 2 LEAF LITTER COMPOST). THE MATERIAL SUPPLIER SHALL PROVIDE DOCUMENTATION THAT THE COMPOST HAS BEEN SAMPLED AND TESTED AS REQUIRED BY THE SEAL OF TESTING ASSURANCE (STA) PROGRAM OF THE UNITED STATES COMPOSTING COUNCIL (USCC) AND A GRADATION SIEVE ANALYSIS FOR THE WASHED SAND. THE ENGINEERED SOIL SHALL NOT CONTAIN ANY TOPSOIL OR FILTER AGGREGATE WITH FINES. 8.INSTALL PLANTINGS BY HAND. 9.INSTALLED SOD AND PLANTINGS REQUIRE A TOTAL OF 1" OF WATER PER WEEK AND ACTIVE WEED MANAGEMENT UNTIL WELL ESTABLISHED. INCLUDE ALL WATERING COSTS IN THE BID. CONSTRUCT A TEMPORARY IRRIGATION SYSTEM, CONSISTING OF ABOVE GROUND HEADS, PIPING, VALVES, ETC., FOR WATERING UNTIL VEGETATION IS ESTABLISHED. DO NOT USE A WATER TRUCK AS THE FORCE OF THE WATER WILL ADVERSELY AFFECT THE STORMWATER AREA SOILS. 10.REMOVAL OF ACCUMULATED SEDIMENT AND DEBRIS SHALL BE DONE BY HAND OR, IF SELF-PROPELLED EQUIPMENT IS REQUIRED, FROM OUTSIDE THE PERIMETER OF THE INFILTRATION AREAS. 8 C5.01 INFILTRATION AREA NOTES NOT TO SCALE 6" 6" 12" 6"24 5 3B 1 3A NOTES: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS SHALL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. 6. BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 6" 6 C5.01 EROSION CONTROL BLANKET NOT TO SCALE 6 PLAN VIEW SECTION A-A A A DISTURBED EARTH 2' MIN. 24 " M I N . 2' M I N . 21 9 C5.01 TEMPORARY DIVERSION BERM NOT TO SCALE C5.01 1 UNDISTURBED EARTH DISTURBED EARTH 2:1 SLOPE OR FLATTER 2:1 SLOPE OR FLATTER SILT FENCE SILT FENCE WHERE POSSIBLE, 10' UNDISTURBED EARTH UPHILL OF SILT FENCE 1 C5.01 2 C5.01 3 C5.01 4 C5.01 6" UNSUITABLE SOIL TOPSOIL REFER TO STRUCTURAL DRAWINGS NOTES: 1.CONFIRM BOTTOM OF FOOTING ELEVATIONS WITH STRUCTURAL PLANS. 16 C5.01 BUILDING PAD WITH HELICAL PILES NOT TO SCALE 10 ' ' 4" SLAB AND 6" STABILIZED AGGREGATE BASE - VERIFY WITH ARCHITECTURAL PLANS FINISH GRADE (TURF) FOOTING HELICAL PILES - REFER TO STRUCTURAL PLANS AND SPECIFICATIONS ENGINEERED FILL FINISH FLOOR SUBGRADE UNSUITABLE SOIL BUILDING PAD (ENGINEERED FILL) 1 1 2'-0" 6' ' 17 C5.01 BELOW GRADE BUILDING WALLS NOT TO SCALE C5.01 13 FINISH GRADE (TURF AREAS)FINISH FLOOR BACKFILL AT BELOW GRADE WALLS FOOTING (REFER TO STRUCTURAL PLANS) FINISH FLOOR ELEVATION (FFE): REFER TO ARCHITECTURAL PLANS AND VERIFY LOWER LEVEL FFE AND LOCATIONS WHERE FFE VARIES 12" TOPSOIL OVER BACKFILL 6" TOPSOIL 10 C5.01 FLOATING HEAD SKIMMER NOT TO SCALE COUPLING INCLUDED BUT NOT ATTACHED 8" HOSE 8" INLET EXTENSION INLET DOOR SMALLER THAN SHOWNVENT 8" SCH 40 SOLID PVC BARREL OR "ARM" SUPPLIED WITH SKIMMER ROPE FOR MAINTENANCE PLAN VIEW CHITOSAN / FLOC SOCK ASSEMBLY 11 C5.01 CONTINGENCY PLAN PUMP SYSTEM NOT TO SCALE C5.01 10 OUTLET CONTROL STRUCTURE PLUG OUTLET PIPE FOR CONTINGENCY PLAN OIL CONTAINMENT DEVICE AND PUMP MOBILE HOUSING UNIT FLOCCULANT BAG REMOVABLE ACCESS CAP TURBID WATER FROM RETENTION BASIN TO PUMP CHITOSAN / FLOC SOCK ASSEMBLY FLOATING HEAD SKIMMER FES OUTLET PIPING FES INLET - PLUG TEMPORARILY TO ALLOW FLOW TO ROUTE THROUGH FLOATING HEAD SKIMMERS ATTACH PIPING TO OUTLET CONTROL STRUCTURE (TEMP CONNECTION) BEHIND CONCRETE BAFFLE WALL 12 C5.01 POROUS BAFFLES NOT TO SCALE BOTTOM OF FLOC SOCK (SUSPEND 18" BELOW NORMAL WATER LEVEL) METAL STAKE TO SUPPORT WIRE TOP OF POROUS BAFFLE = HWLMETAL SUPPORT POSTS, 12" INTO BOTTOM OR SIDE SUPPORT ROPE OR WIRE TO PREVENT SAGGING ATTACH FLOC SOCK TO POROUS BAFFLE WITH PLASTIC TIES COIR MESH OR SIMILAR, STAPLE OR TRENCHED INTO BOTTOM AND SIDE NOTES: MAXIMUM NOMINAL PIPE DIAMETER IS 36 INCHES. 1.TRENCH WIDTH PER ASTM D2321. EXCEPT AS MODIFIED, TO PROVIDE 12 NOMINAL INSIDE PIPE DIAMETER OR 12" (WHICHEVER IS GREATER) ON EACH SIDE OF PIPE, TO ALLOW FOR COMPACTION. 2.THE ZONE IMMEDIATELY BENEATH THE PIPE SHALL ONLY BE COMPACTED SUFFICIENTLY TO PROVIDE UNIFORM SUPPORT. 2 0. 2 5 ' M I N . 1 1 12 " M I N . O.D. 15 % O . D . FI R S T L I F T P I P E B E D D I N G SE C O N D L I F T P I P E B E D D I N G CO V E R : 2' - 0 " M I N . 20 ' - 0 " M A X . 22 C5.01 PIPE BEDDING - HDPE NOT TO SCALE FINISH GRADE NOT TO SCALE 23 C5.01 GRAVEL SURFACE NOT TO SCALE GRAVEL SURFACE LIMIT AS SHOWN ON PLAN FINISH GRADE 12" STABILIZED AGGREGATE BASE 12" MIN. SUBGRADE PREPARATION NOT FOR CONSTRUCTION CITY SUBMITTAL Page 62 of 113 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations C5.02 LIFT STATION DETAILS NOT TO SCALE NOT FOR CONSTRUCTION CITY SUBMITTAL Page 63 of 113 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations C5.03 CIVIL DETAILS DE P T H ( V A R I E S RE F E R T O P L A N ) 2" 24" MIN. 6' CAP OF TOPSOIL OVER PEA ROCK 11 C5.03 FRENCH DRAIN NOT TO SCALE FINISH GRADE BURRITO WRAP GEOTEXTILE FABRIC OVERLAP SEAMS 24" PEA ROCK 6" DRAIN TILE GEOTEXTILE FABRIC GEOTEXTILE FABRIC VARIES FLOW FLOW 6 1 CATCH BASIN10 C5.03 NOT TO SCALE "RIM ELEVATION" PRECAST COVER - 8" THICK STEPS - INSTALL ON DOWNSTREAM SIDE @ 16" O.C. RUBBER GASKET - TYP AT ALL JOINTS PRECAST CONCRETE SECTION GROUT SHELF AND CHANNELSBASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS STORM SEWER PIPE- REFER TO PLAN FOR LOCATION, INVERT, AND SIZES MIN. 2 AND MAX. 5 ADJUSTING RINGS. METAL SEWER CASTING - REFER TO PLAN FOR TYPE 27" NOTE: ATTACH TRACER WIRE WITH BROWN STRIPE TO PIPE AT 3' O.C. WITH PLASTIC ZIP-TIES (OR APPROVED EQUAL). SEWER 15" 11 12" 4" 8 C5.03 CLEANOUT ASSEMBLY NOT TO SCALE MCDONALD 74M "A" SERIES CAST IRON METER PIT FRAME AND COVER FITTING HUB WITH 4" THREADED PLUG. APPLY TEFLON THREAD TAPE, OR APPROVED EQUAL, OVER THREADS. FINISH GRADE LEAVE 24" OF EXCESS WIRE AT SURFACE TRACER WIRE 24" DIA. x 8" THICK CONCRETE SLAB POURED AROUND CASTING (FLUSH WITH FINISH GRADE) REFER TO PLAN FOR INVERT ELEVATION 6" DRAIN TILE 5 C5.03 9 C5.03 6 C5.03 7 C5.03 12 C5.03 17 C5.03 16 C5.03 NOTE: VALVES, VALVE BOXES AND VALVE EXTENSIONS SHALL MEET THE SAME REQUIREMENTS AS FOR WATERMAIN. VALVE BOX COVERS SHALL BE MARKED FOR SEWER. 7' - 6 " M I N . B U R Y PLAN VIEW SECTION VIEW CRUSHED ROCK 6" SANITARY FORCE MAIN 6 x 6 WYE GATE VALVE WITH BOX FINISH GRADE VALVE EXTENSION6" CAPPED FLANGE SANITARY SEWER MANHOLE CONE (24" RISER) WITHOUT STEPS. MIN. 1 ADJUSTMENT RING.NEENAH R-1642 CASTING 6" SANITARY FORCE MAIN 6" CAPPED FLANGE SANITARY SEWER MANHOLE CONE (24" RISER) WITHOUT STEPS. MIN. 1 ADJUSTMENT RING. 6" SANITARY FORCE MAIN TWO 45° BENDS CLEANOUT STRUCTURE 6" SANITARY FORCE MAIN TWO 45° BENDS SANITARY FORCE MAIN CLEANOUT (C.O.) 13 C5.03 NOT TO SCALE FLOW 1 C5.03 BACKWATER VALVE NOT TO SCALE BACKWATER VALVE SOLVENT WELD BACKWATER VALVE TO DRAIN TILE PROVIDE FLEXIBLE JOINT 6" DRAIN TILE CONNECT DRAIN TILE TO STRUCTURE AT ELEVATION SHOWN ON THE DRAWING. GROUT SECURE TO STRUCTURE WALL. MINIMIZE STUB THROUGH WALL. STUB ONLY AS REQUIRED TO ALLOW BACKWATER VALVE TO BE CONNECTED TO DRAIN TILE. PROVIDE FLEXIBLE JOINT AT CONNECTION REFER TO PLAN FOR STRUCTURE TYPE SECTION THROUGH PARABOLIC CORRUGATED POLYPROPYLENE CHAMBERS INFILTRATION AREA: UGS 1 18 C5.03 NOT TO SCALE BOTTOM OF STONE = 922.25 CHAMBER INV. = 923.00 MINIMUM ALLOWABLE FINISH GRADE = 929.0 MAXIMUM ALLOWABLE FINISH GRADE = 934.5 GEOTEXTILE FABRIC. INSTALL PER MANUFACTURERS RECOMMENDATIONS PREPARED SUBGRADE. REFER TO 31 23 33 FOR TESTING REQURIEMENTS PARABOLIC CHAMBER OPEN GRADED STONE 12" SIDE STONE 5" CHAMBER SPACING 77.8" 9" STONE BASE 45.5" 12" STONE COVER 2 C5.03 3 C5.03 4 C5.03 EXPANSION JOINT REFER TO PLAN FOR SLOPE VA R I E S 4' - 0 " 18" MAX. VA R I E S (T W O CO U R S E MI N I M U M ) GEOSYNTHETIC REINFORCEMENT WALL BASE EX C A V A T I O N NOTE: PROVIDE SHOP DRAWINGS SIGNED BY REGISTERED STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. FENCE 6" MINIMUM COMPACTED AGGREGATE BASE FREE DRAINING AGGREGATE SLOPE VARIES CAP BLOCK - MAX. ELEVATION CHANGE AT TOP OF WALL IS 4" - DOUBLE STACK CAP BLOCKS AS NECESSARY BLOCK UNITS FENCE POST FOUNDATION SYSTEM REFER TO SPECS - COORDINATE LOCATION WITH FENCING CONTRACTOR DRAINTILE BEHIND WALL DAYLIGHT TILE THRU WALL FACE - LOCATION TO BE DETERMINED BY CONTRACTOR'S WALL ENGINEER FINISH GRADE MAINTENANCE STRIP 19 C5.03 RETAINING WALL AND FENCE NOT TO SCALE C5.05 22 C5.05 19 FL O W 1 3 5 ° - 1 6 5 ° 180° A A FLOW FORCEMAIN DISCHARGE TO GRAVITY MANHOLE 14 C5.03 NOT TO SCALE SECTION A - A PLAN VIEW NOTES: 1.DROP CONNECTIONS ARE NOT ALLOWED. 2.MAXIMUM OF ONE FORCEMAIN CONNECTION PER MANHOLE; MULTIPLE CONNECTIONS ARE NOT ALLOWED. FORCEMAIN DISCHARGE CENTERLINE OF FORCEMAIN PIPING NOT ALLOWED IN EITHER QUADRANT ADJOINING THE MANHOLE OUTLETNO CONNECTIONS ALLOWED OUTLET PIPE 2-45° BENDS COAT MANHOLE INTERIOR WITH APPROVED EPOXY COATING OR USE H2S RESISTANT CONCRETE INSTALL CONCRETE BENCH IN BOTTOM OF MANHOLE AS SHOWN TO EXISTING SEWER OUTLET CONCRETE COLLAR TOP BENCH SHALL BE 2'' ABOVE SPRINGLINE OR PIPE 4'' BEDDING PRECAST RUBBER BOOT PER ASTM C923 CONCRETE SHALL BE MINIMUM OF 4000 PSI @ 28 DAYS FILLED UNDER PIPE TO UNDISTURBED GROUND. CONCRETE TO EXTEND TO FIRST JOINT IN NORMAL WIDTH OF TRENCH PROPOSED FORCED MAIN CONSTRUCTION LOADS FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. PIPE SPAN, INCHES 18-50 MINIMUM COVER (FT) AXLE LOADS (kips) 50-75 75-110 110-150 12-42 2.0 2.5 3.0 3.0 4.03.53.048-72 3.0 3.078-120 3.5 4.0 4.0 4.54.54.0126-144 3.5 *MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. CONSTRUCTION LOADING DIAGRAM20 C5.03 NOT TO SCALE FINISH GRADE HE I G H T OF C O V E R TE M P O R A R Y C O V E R F O R CO N S T R U C T I O N L O A D S 4' 2' 12" (TYP) 12 " M I N . P I P E BE D D I N G 1 1 1 1 DE P T H V A R I E S SANITARY SEWER INSULATION21 C5.03 NOT TO SCALE PROPOSED SANITARY SEWER - REFER TO UTILITY PLAN 2" THICK FOAM INSULATION FINAL SUBGRADE 12 " M I N . P I P E BE D D I N G NOT TO SCALE 3"3" 3" SUBSURFACE DRAINDET# SHT# NOT TO SCALE C5.05 1CURB AND GUTTER ASPHALT PAVEMENT SECTION REFER TO DETAIL 6" 3" MINIMUM UNDER TILE BURRITO WRAP TRENCH AND PEA ROCK WITH GEOTEXTILE FABRIC PEA ROCK AROUND TILE 6" DRAIN TILE - LENGTH OF INDIVIDUAL FINGER DRAIN SHALL BE 30' MINIMUM UNLESS NOTED OTHERWISE. C5.05 5 C5.05 11 C5.05 12 NOT FOR CONSTRUCTION CITY SUBMITTAL Page 64 of 113 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations CIVIL DETAILS C5.04 INV.923.00 36"RCP 3"MIN. 84"DIA. PRECAST RCP BOT.922.00 SECTION A-A PLAN VIEW-AT GRADE 48" SLUICE GATE AS MANUFACTURED BY FONTAINE (SERIES 50 MODEL 502) OR APPROVED EQUAL INV.923.90 2"CLEAR COVER TOP & BOTTOM 36"RCP 12" MIN. GRAVEL ACCESS ELEV.926.70 6' x 4.7' x 1' CONCRETE WALL CENTERED IN MANHOLE DRILL & GROUT REBAR IN BASE AND WALL OF MANHOLE 6"MIN. OUTLET CONTROL STRUCTURE DETAIL DESIGN SPECIAL 2 - (STR. NO. 5100B) OCS 1 48"DIP CAST IN WALL WITH FLANGED END TO ACCEPT SLUICE GATE STEPS - 16" O.C. NORTH SIDE & BOTH SIDES OF WALL NOTES: 1. ALL FASTENERS INSIDE MANHOLE SHALL BE STAINLESS STEEL. 2. TIE ALL PIPING JOINTS WITHIN 20' OF THE STRUCTURE OR TO CONCRETE FLARED END SECTION, WHICHEVER IS GREATER (INCIDENTAL). 3. ALL MANHOLE SECTION JOINTS SHALL HAVE CONFINED GASKET JOINTS AND RUBBER GASKETS TO MEET THE REQUIREMENTS OF ASTM C-443 AND MnDOT SPEC 3726. 4. ALL LIFTING HOLES SHALL BE SEALED WITH GROUT. SCALE: NONE A BASE ANCHOR DETAIL BASE ANCHORAGE - 4 @ 90^ SEE DETAIL A COMPACT BACKFILL TO 98% STANDARD PROCTOR DRY DENSITY. COMPACT IN MAX. 8" LIFTS. (TYP.) MnDOT 3733 TYPE V GEOTEXTILE 12" MIN. FINE FILTER AGGREGATE MnDOT 3149.2J 45° COMPACT TO 98% STANDARD PROCTOR DENSITY (ASTM D698) REINFORCED CONCRETE PIPE SECTION REINFORCED PRECAST CONCRETE BASE PAINT ALL CONNECTION ITEMS WITH HEAVY COAT OF BITUMASTIC PAINT 6" MIN. HOT-DIPPED GALVANIZED L 3"x3"x1/4"x0'-4" LG. ANCHORED TO PRECAST BASE WITH ONE " x 6" LG. STAINLESS STEEL EXPANSION BOLT WITH 4-1/4" EMBEDMENT. (TYP. @ 4 EQUALLY SPACED LOCATIONS AROUND BASE) †" DIA. HOT-DIPPED GALVANIZED HEADED BOLT CAST IN BASE SLAB WITH 5" EMBEDMENT. (TYP. @ 4 EQUALLY SPACED LOCATIONS AROUND BASE) 12" MIN. 96" DIA. X 12" THICK PRECAST CONCRETE SLAB W/ HANDLING HOOKS (f'c = 5000 PSI CONCRETE) FLOW #4 EPOXY COATED BARS @ 12" O.C. EACH WAY #5 @ 10" O.C. EACH WAY TOP & BOTTOM REINFORCEMENT GRADE 60 ELEV.930.75 ELEV.929.00 PLAN AA HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS 14" X 112" FLAT BAR (ROLLED TO PROVIDE OUTER RING) B B GALVANIZED LIFT HANDLE (TYP) GALVANIZED HINGES (TYP) 10 CU. YDS. RIPRAP CLASS III W/20 SY GEOTEXTILE FABRIC TYPE IV N.T.S. FLOW PLACE LOW SIDE OF STRUCTURE TOWARDS POND THREE PIECE GRATE INV.920.00 36"RCP 3"MIN. 60"DIA. PRECAST RCP BOT.919.00 SECTION A-A PLAN VIEW-AT GRADE 48" SLUICE GATE AS MANUFACTURED BY FONTAINE (SERIES 50 MODEL 502) OR APPROVED EQUAL INV.923.21 2"CLEAR COVER TOP & BOTTOM 36"RCP 12" MIN. GRAVEL ACCESS ELEV.926.00 4' x 7' x 1' CONCRETE WALL CENTERED IN MANHOLE DRILL & GROUT REBAR IN BASE AND WALL OF MANHOLE 6"MIN. 48"DIP CAST IN WALL WITH FLANGED END TO ACCEPT SLUICE GATE STEPS - 16" O.C. NORTH SIDE & BOTH SIDES OF WALL SCALE: NONE A BASE ANCHOR DETAIL BASE ANCHORAGE - 4 @ 90^ SEE DETAIL A COMPACT BACKFILL TO 98% STANDARD PROCTOR DRY DENSITY. COMPACT IN MAX. 8" LIFTS. (TYP.) MnDOT 3733 TYPE V GEOTEXTILE 12" MIN. FINE FILTER AGGREGATE MnDOT 3149.2J 45° COMPACT TO 98% STANDARD PROCTOR DENSITY (ASTM D698) REINFORCED CONCRETE PIPE SECTION REINFORCED PRECAST CONCRETE BASE PAINT ALL CONNECTION ITEMS WITH HEAVY COAT OF BITUMASTIC PAINT 6" MIN. HOT-DIPPED GALVANIZED L 3"x3"x1/4"x0'-4" LG. ANCHORED TO PRECAST BASE WITH ONE " x 6" LG. STAINLESS STEEL EXPANSION BOLT WITH 4-1/4" EMBEDMENT. (TYP. @ 4 EQUALLY SPACED LOCATIONS AROUND BASE) †" DIA. HOT-DIPPED GALVANIZED HEADED BOLT CAST IN BASE SLAB WITH 5" EMBEDMENT. (TYP. @ 4 EQUALLY SPACED LOCATIONS AROUND BASE) 12" MIN. 72" DIA. X 12" THICK PRECAST CONCRETE SLAB W/ HANDLING HOOKS (f'c = 5000 PSI CONCRETE) FLOW #4 EPOXY COATED BARS @ 12" O.C. EACH WAY #5 @ 10" O.C. EACH WAY TOP & BOTTOM REINFORCEMENT GRADE 60 ELEV.930.25 ELEV.929 PLAN AA HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS 14" X 112" FLAT BAR (ROLLED TO PROVIDE OUTER RING) B B GALVANIZED LIFT HANDLE (TYP) GALVANIZED HINGES (TYP) 10 CU. YDS. RIPRAP CLASS III W/20 SY GEOTEXTILE FABRIC TYPE IV N.T.S. FLOW PLACE LOW SIDE OF STRUCTURE TOWARDS POND THREE PIECE GRATE OUTLET CONTROL STRUCTURE DETAIL DESIGN SPECIAL 2 - (STR. NO. 5100B) OCS 2 1 C5.04 2 C5.04 NOTES: 1. ALL FASTENERS INSIDE MANHOLE SHALL BE STAINLESS STEEL. 2. TIE ALL PIPING JOINTS WITHIN 20' OF THE STRUCTURE OR TO CONCRETE FLARED END SECTION, WHICHEVER IS GREATER (INCIDENTAL). 3. ALL MANHOLE SECTION JOINTS SHALL HAVE CONFINED GASKET JOINTS AND RUBBER GASKETS TO MEET THE REQUIREMENTS OF ASTM C-443 AND MnDOT SPEC 3726. 4. ALL LIFTING HOLES SHALL BE SEALED WITH GROUT. 3"3" 3" 6" 3" MINIMUM UNDER TILE BURRITO WRAP TRENCH AND PEA ROCK WITH GEOTEXTILE FABRIC PEA ROCK AROUND TILE 6" DRAIN TILE - REFER TO PLAN FOR INVERT AND LOCATION. 3 C5.04 UNHEATED STRUCTURE SUBBASE NOT TO SCALE NOTES: 1.BOTTOM OF EXCAVATION MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER'S REPRESENTATIVE PRIOR TO PLACEMENT OF ANY FILL. REFER TO STRUCTURAL PLANS FOR SLAB PREPARED SUBGRADE 5'-0"13 6' - 0 " SAND SUBBASE NOT TO SCALE SECTION VIEW FOAM DIMENSIONS SHOWN ON DETAILS 2" FOAM 112" FOAM 1" FOAM 2' 4" 10" MIN. IN AREAS OF FOAM 4 C5.04 FOAM INSULATION AT DOORS & FROST FOOTED STOOPS NOT TO SCALE C5.05 9 NOTE: REFER TO GRADING AND DRAINAGE PLAN FOR LIMITS OF FOAM BUILDING STOOP FINISH GRADE PREPARED SUBGRADE MINIMUM 4" SAND BASE ABOVE AND BELOW FOAM SHEETS CONCRETE WALK OVER SAND BASE FOAM TAPER TO 4" SAND DEPTH OVER 2' DISTANCE NOT FOR CONSTRUCTION CITY SUBMITTAL Page 65 of 113 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations CIVIL DETAILS C5.05 2" 7' - 0 " - V E R I F Y WI T H L O C A L C O D E 3' - 0 ' ' TRAFFIC SIGN AND POST IN GRASS 17 C5.05 NOT TO SCALE POST TOP REFER TO PLAN FOR SPECIFIC SIGN METAL SIGN 312" FLANGED CHANNEL SIGN POST PER Mn/DOT 3401 INSTALL AT CORNERS OF ALL FIELDS AND AT OUTFIELD FOUL LINES OF SOFTBALL FIELDS PINS SHALL BE INSTALLED BY A REGISTERED LAND SURVEYOR 6" 1' - 6 " FIELD MARKING PINS18 C5.05 NOT TO SCALE FINISH GRADE OF FIELD FIELD MARKING PIN 15 C5.05 CATCH BASIN AT PAVEMENT EDGE NOT TO SCALE C5.05 11 CATCH BASIN CASTING SLOP E T O W A R D S CAST I N G A T 2 % R5' ASPHALT PAVEMENT EDGE OF ASPHALT PAVEMENT PROJECTED 2" 11 C5.05 LIGHT DUTY ASPHALT PAVEMENT NOT TO SCALE PAVEMENT LIMIT AS SHOWN ON PLAN 2" ASPHALT WEAR COURSE 6" STABILIZED AGGREGATE BASE 12" MIN. SUBGRADE PREPARATION PROVIDE 2% CROSS SLOPE (MAX., 1.5% MIN.) REFER TO GRADING PLAN FOR DIRECTION 14 C5.05 HAUL ROAD SECTION NOT TO SCALE DELINEATED WETLAND BOUNDARY 18" - 3" CLEAR CRUSHED STONE WATERS EDGE / SHORE PROPOSED SHEET PILING OR SIMILAR, DESIGNED BY CONTRACTOR 12" STABILIZED AGGREGATE BASE TEMPORARY CONSTRUCTION ROAD SURFACE EXISTING PATH 12" MIN. SUBGRADE PREPARATION 2% SLOPE MATCH EXISTING GRADES AT BUILDING EXISTING BUILDING 11 . 5 " 2" 2" 12 C5.05 MEDIUM DUTY ASPHALT PAVEMENT (WITH SAND BASE EDGE CONDITION) NOT TO SCALE PAVEMENT EDGE AS SHOWN ON PLAN TYPICAL EDGE TREATMENT WITHOUT CURB AND GUTTER 1.5" ASPHALT WEAR COURSE TACK COAT 2" ASPHALT BINDER COURSE 8" STABILIZED AGGREGATE BASE 18" SAND SUBBASE 12" MIN. SUBGRADE PREPARATION GEOTEXTILE FABRIC 14 " 2" 2" 13 C5.05 HEAVY DUTY ASPHALT PAVEMENT (WITH SAND BASE EDGE CONDITION) NOT TO SCALE PAVEMENT EDGE AS SHOWN ON PLAN TYPICAL EDGE TREATMENT WITHOUT CURB AND GUTTER 1.5" ASPHALT WEAR COURSE TACK COAT 2.5" ASPHALT BINDER COURSE 10" STABILIZED AGGREGATE BASE 24" SAND SUBBASE 12" MIN. SUBGRADE PREPARATION 6" 6" 12" 12" 5'-0" TAPER SLOPE TOP OF CURB DOWN TO GUTTER C5.05 1 B-612 CURB TERMINATOR2 C5.05 NOT TO SCALE GUTTER UNIFORM ELEVATION 12" 4" 7" 12"NOTES: 1.DIRECTION OF TRANSVERSE GUTTER SLOPE SHALL MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. 2.CONSTRUCT WITH CURBING MACHINE. 3.AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1'' BELOW GUTTER GRADE. SLOPE GUTTER 5' ON EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS. 1 2 D-412 CURB & GUTTER5 C5.05 NOT TO SCALE SLOPE 34" PER FOOT TOWARDS PAVEMENT ON HIGH SIDE OF LOT / DRIVE (TIP OUT). SLOPE 3/4" PER FOOT TOWARDS CURB FACE ON LOW SIDE OF LOT / DRIVE (TIP BACK). FACE OF CURB 8"4" 12" RADIUS AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR (4" MIN.) 12" 4' 12" 12" C5.05 5 D-412 CURB TERMINATOR6 C5.05 NOT TO SCALE 10' TR A N S I T I O N C5.05 1 C5.05 5 CURB TRANSITION D-412 TO B-6127 C5.05 NOT TO SCALE PROVIDE EXPANSION JOINT AT ENDS OF TRANSITION (TYP.) 5 12"7" 2'-0" 1'-0"C5.05 11 CONCRETE VALLEY GUTTER8 C5.05 NOT TO SCALE CONCRETE VALLEY GUTTER MIN. 6" STABILIZED AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR TURFGRASS FLUSH WITH TOP OF WALK WALK WIDTH AS LABELED ON PLAN MI N . 4 " DE P T H C5.05 11 C5.05 12 C5.05 1 CONCRETE WALK9 C5.05 NOT TO SCALE ASPHALT PAVEMENT CONCRETE CURB AND GUTTER WALK FLUSH WITH TOP OF CURB AND PROVIDE TOOLED EDGE WITH EXPANSION JOINT 4" CONCRETE WALK MIN. 4" SAND BASE OR STABILIZED AGGREGATE BASE THICKENED TO BOTTOM OF CURB WHERE APPLICABLE PREPARED SUBGRADE PROVIDE 2% CROSS SLOPE (MAX.) UPHILL SIDE PROVIDE TOOLED EDGE (WITH EXPANSION JOINT AND CAULK SEALANT AT ALL STOOPS AND BUILDING AREAS) BUILDING WALL TREATMENT AT BUILDING TREATMENT AT DOWNHILL SIDE 1' ' TURFGRASS RECESSED 1" BELOW WALK SURFACE DOWNHILL SIDE 12" 36" 10 " CONCRETE SLAB10 C5.05 NOT TO SCALE CAULK AT SURFACE 6" STABILIZED AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR STRUCTURE 8" CONCRETE SLAB 6" STABILIZED AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR THICKENED SLAB AT ALL SIDES NOT ADJACENT TO STRUCTURE CONCRETE FLUSH WITH ASPHALT PAVEMENT EXPANSION JOINT PREPARED SUBGRADE 8'' CONCRETE SLAB HE I G H T V A R I E S R E F E R T O P L A N NOTES: 1. END, CORNER, AND PULL POSTS SHALL BE 4" LINE POSTS SHALL BE 278". 2. ALL FENCING SHALL RECEIVE 2" x 2" #9 GAUGE FABRIC UNLESS NOTED OTHERWISE. 3. LINE POSTS MAY BE AIR DRIVEN. 4. POST SPACING SHALL BE EVEN AND NOT EXCEED 10' O.C. 5. BOTTOM RAIL SHALL BE PLACED NO MORE THAN 2" ABOVE FINISH GRADE.6" CHAIN LINK FENCE19 C5.05 NOT TO SCALE 158" TOP RAIL CHAIN LINK FENCE 158" BOTTOM RAIL FINISH GRADE CONCRETE FOOTING 12" x 48" FOR END, CORNER, GATE, AND PULL POSTS HE I G H T V A R I E S R E F E R T O P L A N NOTES: 1. END, CORNER, AND PULL POSTS SHALL BE 4". LINE POSTS SHALL BE 278". 2. ALL FENCING SHALL RECEIVE 2" x 2" #9 GAUGE FABRIC UNLESS NOTED OTHERWISE. 3. LINE POSTS MAY BE AIR DRIVEN. 4. POST SPACING SHALL BE EVEN AND NOT EXCEED 10' O.C. 5. BOTTOM RAIL SHALL BE PLACED NO MORE THAN 2" ABOVE FINISH GRADE. 6" CHAIN LINK FENCE WITH MAINTENANCE STRIP 20 C5.05 NOT TO SCALE C5.05 22 158" TOP RAIL CHAIN LINK FENCE 158" BOTTOM RAIL FINISH GRADE CONCRETE MAINTENANCE STRIP CONCRETE FOOTING 12" x 48" FOR END, CORNER, GATE, AND PULL POSTS NOTE: PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCH THAT GATE IS IN LINE WITH FENCING WHEN FULLY CLOSED AND LATCHED. GATE LATCH21 C5.05 NOT TO SCALE 112" LONG HANDLE (ONE ON EACH SIDE OF LATCH) LATCH RECEIVER (ONE EACH SIDE OF LATCH) LATCH ARM (ONE ON EACH SIDE OF GATE) LATCH HINGE SECURE LATCH TO GATE PROVIDE MECHANISM TO ALLOW GATE TO BE SECURED WITH PAD LOCK SECURE LATCH RECEIVER TO GATE GATE LATCH CLAMP SECURED TO GATE POST LIFT HANDLE LATCH LIFT HANDLE RECEIVER PROVIDE HOLE THROUGH LIFT HANDLE AND RECEIVER TO ACCOMMODATE PAD LOCK (PAD LOCK BY OWNER)LIFT HANDLE RECEIVER CLAMP SECURED TO GATE POST SINGLE SWING GATE LATCH DOUBLE SWING GATE LATCH 15" 4" 3" 2" PLAN SECTION CONCRETE MAINTENANCE STRIP22 C5.05 NOT TO SCALE AGLIME 12" RADIUS (TYPICAL) FINISH GRADE AT MAINTENANCE STRIP SHALL BE 1" ABOVE SOD AND FLUSH WITH AGLIME (2) #4 REBAR 1" DEPTH CONSTRUCTION JOINT TOPSOIL 1" BELOW CONCRETE COMPACTED SUBGRADE 1'' DEPTH CONSTRUCTION JOINT AT EACH POST AND AT MIDPOINT BETWEEN POSTS POST (2) #4 REBAR 40'-0" CENTER SECTION 10'-0" 10 ' - 0 " 20'- 0 " W I T H O V E R H A N G 10'-0" 10 ' - 0 " 4 0 ' - 0 " 10'-0" 10'-0" SECTION 5' - 0 " 4' - 6 " 18 ' - 0 " 12 ' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " ELEVATION 40' WINGS PLAN 135° TYP. 12'' WHERE A P P L I C A B L E 40 ' - 0 " HOODED BACKSTOP23 C5.05 NOT TO SCALE C5.05 22 C5.05 22 4" NOM. DIAM. POSTS (TYP) MAINTENANCE STRIP 4" NOM. DIAM. POSTS (TYP) 158" NOM. DIAM. RAILS TACK WELD HOOD MOUNTING BRACKETS TO POSTS FOR SECURE ATTACHMENTS MAINTENANCE STRIPFABRIC ON LOWER 6' OF BACKSTOP (CENTER SECTION AND WINGS) SHALL BE #6 GAUGE FABRIC. ALL OTHER FABRIC SHALL BE #9 GAUGE 16" X 60" FOOTINGS 10'-0" TAPER 12" 12" 6" 6" C5.05 1 B-612 REVERSE CURB TERMINATOR3 C5.05 NOT TO SCALE TOP OF CURB UNIFORM ELEVATION / SLOPE SLOPE GUTTER UP TO TOP OF CURB NOTE: SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL. 2" 3' - 6 " 3' - 0 " 12" 18 " SIGN: WHITE LEGEND AND BORDER ON BLUE BACKGROUND FULLY REFLECTORIZED 1'-6" 1' - 0 " 66 " T O B O T T O M O F S I G N (M E A S U R E D F R O M P A R K I N G S U R F A C E ) 60 " T O B O T T O M O F "V A N - A C C E S S I B L E " SI G N W H E N P R E S E N T ACCESSIBLE PARKING SIGN AND POST WITH BOLLARD 16 C5.05 NOT TO SCALE POST TOP METAL SIGN ACCORDING TO MN STATE STATUTE 169.346 (MNMUTCD R7-8m) PROVIDE "VAN ACCESSIBLE" LABELING (MnMUTCD R7-8bP) - PROVIDE AT ONE STALL 312" FLANGED CHANNEL SIGN POST PER Mn/DOT 3401 5" SCH. 40 STEEL PIPE BOLLARD WITH ONE COAT OF PRIMER AND TWO COATS OF PAINT. COLOR SHALL BE SHERWIN WILLIAMS "SAFETY YELLOW" OR EQUAL. VERIFY COLOR WITH ARCHITECT. 10° SLOPE CONCRETE (MN/DOT 3A32 OR EQUAL) FILL BOLLARD WITH CONCRETE 7" 2'-0" 6'' MIN. 3' ' C5.05 11 CONCRETE RIBBON CURB4 C5.05 NOT TO SCALE CONCRETE RIBBON CURB AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR (4'' MIN.) TYPICAL AT TURFGRASS AREAS NOTES: 1.DIRECTION OF TRANSVERSE GUTTER SLOPE SHALL MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. 2.CONSTRUCT WITH CURBING MACHINE. 3.AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1'' BELOW GUTTER GRADE. SLOPE GUTTER 5' EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS. 12" 6" 712" 13 12" 12" 1 2 AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR (4" MIN.) 7" B-612 CURB AND GUTTER1 C5.05 NOT TO SCALE 12" RADIUS 3" RADIUS SLOPE 3/4" PER FOOT TOWARDS PAVEMENT ON HIGH SIDE OF LOT / DRIVE (TIP OUT). SLOPE 3/4" PER FOOT TOWARDS CURB FACE ON LOW SIDE OF LOT / DRIVE (TIP BACK). 12" RADIUS 8" FACE OF CURB 1:3 3" RADIUS NOT TO SCALE NOT FOR CONSTRUCTION CITY SUBMITTAL Page 66 of 113 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations C5.06 CIVIL DETAILS 1'-0" MIN 1'-0" MIN CONIFEROUS TREE6 C5.06 NOT TO SCALE SET TREE WITH ROOT COLLAR AT FINISH GRADE. ADJUST TREE AS REQUIRED SO THAT ROOT COLLAR STANDS LEVEL TO, OR SLIGHTLY ABOVE, FINISH GRADE. WOOD MULCH, MIN. 4'' DEPTH PLANTING SOIL TOPSOIL SOIL SAUCER CUT ROPES AT TOP OF ROOT BALL. REMOVE TOP 1/3 OF BURLAP. REMOVE ALL NON-BIODEGRADABLE MATERIAL. 6'' DEPTH PLANTING SOIL - FORM PEDESTAL TO PREVENT SETTLING NOTE: WATER TREE THOROUGHLY AT THE TIME OF PLANTING. PRUNE TREE TO REMOVE DEAD, DAMAGED, BROKEN, AND WEAKENED BRANCHES. 1'-0" MIN 1'-0" MIN DECIDUOUS TREE7 C5.06 NOT TO SCALE NOTE: WATER TREE THOROUGHLY AT THE TIME OF PLANTING. PRUNE TREE TO REMOVE DEAD, DAMAGED, BROKEN, AND WEAKENED BRANCHES. SET TREE WITH ROOT COLLAR AT FINISH GRADE. ADJUST TREE AS REQUIRED SO THAT ROOT COLLAR STANDS LEVEL TO, OR SLIGHTLY ABOVE, FINISHED GRADE WOOD MULCH, MIN. 4'' DEPTH PLANTING SOIL TOPSOIL SOIL SAUCER CUT ROPES AT TOP OF ROOT BALL. REMOVE TOP 1/3 OF BURLAP. REMOVE ALL NON-BIODEGRADABLE MATERIAL. PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 6' ' EQUAL EQ U A L PLAN SECTION 12 " PERENNIALS AND CONTAINER GROWN PLANT STOCK 8 C5.06 NOT TO SCALE EDGING PLANT ALL PERENNIALS AND CONTAINER GROWN PLANT STOCK AT EQUAL TRIANGULAR SPACING 4" DEPTH WOOD MULCH PLANTING SOIL 9" (MIN.) 9" (MIN.) SHRUB9 C5.06 NOT TO SCALE NOTE: WATER SHRUBS THOROUGHLY AT TIME OF PLANTING. PRUNE SHRUBS TO REMOVE DEAD, DAMAGED, AND BROKEN BRANCHES. WOOD MULCH, MIN. 4'' DEPTH EDGING ROOT BALL OR POT PLANTING SOIL UNDISTURBED SOIL OR COMPACTED SUBGRADE SET SHRUB AT FINISH GRADE. ADJUST SHRUB AS REQUIRED SO THAT ROOT COLLAR STANDS LEVEL TO, OR SLIGHTLY ABOVE, FINISH GRADE. 4" M I N . WOOD MULCH BED10 C5.06 NOT TO SCALE FINISH GRADE 6'' MIN TOPSOIL EDGING FINISH GRADE WOOD MULCH SUBGRADE NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS EXCEPT AT SPRINKLER HEAD. 12 " M I N I M U M B E L O W G R A D E 4" TO CURB OR WALK SHRUB SPRAY HIGHPOP ASSEMBLY20 C5.06 NOT TO SCALE DO NOT USE SIDE INLET HIGH POP HEAD TRIPLE SWING ASSEMBLY: (1) 8" SCH 80 THREADDED NIPPLE (3) MARLEX STREET ELLS INLET SIZE DIAMETERSLATERAL LINE 6" ROTARY SPRINKLER18 C5.06 NOT TO SCALE FINISHED GRADE MODEL PROS-06-PRS30-CV SWING JOINT LATERAL TEE OR ELBOW LATERAL PIPE 6" POP-UP SPRAY SPRINKLER19 C5.06 NOT TO SCALE FINISHED GRADE POP-UP SPRAY SPRINKLER PVC SCH 80 NIPPLE PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL 1'-0"1'-0"1'-0"1'-0" BV ICV MV QC V GR JUMBO RECTANGULAR VALVE BOX (22" X 16" X 12") STANDARD RECTANGULAR VALVE BOX (18" X 12" X 12") 1'- 0" Typ. # 1 # 2 # 2 # 3 # 4 EXAMPLE POTABLE WATER SYSTEM ON CONTROLLER 'A', REMOTE CONTROL VALVE STATION # 3. NOTES: 1. VALVE BOX # 1 THRU # 3 SHALL HAVE STAINLESS STEEL LOCKING HARDWARE. 2. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALTIC BASE WATER PROOF PAINT. 3. LOCATE VALVE ASSEMBLIES IN PLANTING AREA WHEN POSSIBLE. 4. VALVE LOCATIONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. VALVE BOXES SHALL BE CENTERED ABOVE VALVE ASSEMBLIES TO FACILITATE ACCESS AND MAINTENANCE. 6. VALVE BOXES SHALL BE FLUSH WITH FINISHED GRADE. 7. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO THE EDGE OF PAVEMENT. 8. SEE OTHER IRRIGATION DETAILS FOR FURTHER INFORMATION. STANDARD RECTANGULAR VALVE BOX (18" X 12" X 12") CIRCULAR VALVE BOX (10" D) CIRCULAR VALVE BOX (6" D) PAVEMENT, WALL, OR BUILDING. SERVICE BOX REQUIREMENTS12 C5.06 NOT TO SCALE Wa t e r t y p e Co n t r o l l e r De s i g n a t i o n Bo x s i z e Li d C o l o r Identification Guide PW PW PW PW PW PW PW PW PW PW A A A A A A A A A A MV FS IV ARV QCV RCV MS GR SB FC # 2 # 2 # 2 # 4 # 3 # 2 # 2 # 4 # 3 # 3 Green Green Green Green Green Green Green Green Green Green Master valve Flow sensor Isolation Valve Air release valve Quick coupler valve Remote control valve Moisture sensor Grounding rod Splice box Future connection PW A DFV # 3 Green Drip Flush Valve ISOLATION VALVE14 C5.06 NOT TO SCALE 18" BELOW GRADE FOUR COMMON BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. PVC MAIN LINE. SLIP/THREAD COUPLING. 6" LONG SCHEDULE 80 THREADED NIPPLE. SET BOX FLUSH TO GRADE AT LAWN. SET BOX 2" ABOVE GRADE AT SHRUBS. ISOLATION VALVE AS SPECIFIED. FINISH GRADE. 10" DIAMETER ROUND SERVICE BOX, SEE SPECIFICATIONS. IRRIGATION TRENCHING11 C5.06 NOT TO SCALE 12 " I N PL A N T I N G AR E A 24" MIN. 1' - 6 " I N P L A N T I N G A R E A 6" NOTES: 1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZES AND TYPE. 2. DIRECT BURIAL CONTROL WIRES SHALL BE INSTALLED IN SCHEDULE 40 PVC ELECTRICAL CONDUIT IF REQUIRED. 3. 2-WIRE IRRIGATION WIRE SHALL BE INSTALLED IN SCHEDULE 40 PVC ELECTRICAL CONDUIT. 4.DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES (6") ABOVE THE ENTIRE MAINLINE RUN. PAVEMENT NON-PRESSURIZED LINE (LATERAL LINE). DETECTABLE LOCATOR TAPE. PRESSURIZED LINE (MAIN LINE). FINISHED GRADE DIRECT BURIAL LOW VOLTAGE CONTROL WIRES. PIPE BENEATH PAVEMENT13 C5.06 NOT TO SCALE NOTES: 1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZES AND TYPE. 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC PIPE. 3. ALL SLEEVES SHALL EXTEND 12" BEYOND THE EDGE OF PAVEMENT. 4.END OF SLEEVES SHALL BE LOCATED WITH A WOODEN STAKE OR PVC PIPE. LOCATORS SHALL RUN CONTINUOUSLY FROM THE END OF THE SLEEVE TO FINISHED GRADE. 3' - 0 " CLEAN BACKFILL, 95% RELATIVE COMPACTION UNDER PAVING OR PER CIVIL ENGINEER'S PLANS DECODER CONTROL WIRES, SLEEVE UNDER PAVING. INSTALL ADJACENT TO PRESSURIZED MAINLINE. BUNDLE SHALL BE NO MORE THAN 50% OF PIPE DIAMETER. MAINLINE, SLEEVE UNDER PAVING TO BE TWO TIMES THE DIAMETER OF THE PRESSURIZED MAINLINE PIPE. NON-PRESSURIZED LATERAL LINE, SLEEVE UNDER PAVING TO BE TWO TIMES THE DIAMETER OF THE LATERAL LINE. PAVEMENT BASE ROCK 12 " ( M I N ) NOTES: 1. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 2. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES. 3. ALL WIRES SPLICES TO BE MADE INSIDE VALVE BOXES. 4" 4" PVC LATERAL VALVE BOX W/ COVER WATER PROOF CONNECTION (1 OF 2) 30" LINEAR LENGTH OF WIRE, COILED ELECTRIC ZONE VALVE FINISH GRADE BRICK SUPPORTS (1 OF 4) PVC MAINLINEPEA GRAVEL SUMP VALVE BOX & SUMP15 C5.06 NOT TO SCALE FINISH GRADE 10" CIRCULAR SERVICE BOX W/ COVER QUICK COUPLING VALVE 3' SECTION FENCE POST SECURE Q.C.V. ASSEMBLY WITH STAINLESS STEEL GEAR CLAMPS CONTINUOUS BRICK SUPPORTS (4 MIN) GRAVEL SUMP (1 CU. FT.) PVC MAINLINE MANUFACTURED SWING JOINT QUICK COUPLER VALVE16 C5.06 NOT TO SCALE FINISH GRADE APPROVED BACKFILL GEAR-DRIVEN ROTOR MANUFACTURED SWING JOINT LATERAL TEE LATERAL PIPE ROTOR SPRINKLER17 C5.06 NOT TO SCALE PANIC BAR EXITING DEVICE TOUCH BAR POST BOLT KEEPER LATCH LOCK CASE COVER PANIC BAR PLATE PER MANUFACTURER'S INSTRUCTIONS PANIC HARDWARE5 C5.06 NOT TO SCALE 9' - 0 ' ' R A D I U S 34" 2' - 0 " 6" 5' - 0 " 5'-2"28" 6" 10'-0" 6" 6" 22" PLAN ELEVATION 18 " 1' - 0 " 24" UN I F O R M SL O P E D O W N UN I F O R M SL O P E D O W N 1" PER FOOT SLOPE UNIFORM SLOPE 1'1'1'1'1'1'1'1'1'1' 1"2"3"4"5"6"7"8"9"10" 9'-0'' TO CENTER OF MOUND 9'-0'' TO CENTER OF MOUND 10 " 6" TO HOME PLATE 60' - 6" FROM EDGE OF RUBBER TO BACK TIP OF HOME PLATE (WHITE SECTION) PITCHER'S RUBBER PITCHER'S MOUND CLAY SAND SUBBASE TO FILL ANNULAR SPACE MOUND TABLE LEVEL WITH PITCHER'S RUBBER MOUND TABLE LIMITS PITCHERS RUBBER 1 C5.06 PITCHING MOUND NOT TO SCALE 60' - 6" FROM EDGE OF RUBBER TO BACK TIP OF HOME PLATE (WHITE SECTION) SLOPE AT 1'' PER FOOT UNIFORM SLOPE 18" COMBINATION GOAL POST2 C5.06 NOT TO SCALE 24 ' - 0 ' ' GROUND SLEEVE INSTALLATION OPTIONS GROUND LEVEL 30 ' ' 39 " 3 6 " Gr o u n d Sl e e v e 3" 24" 60 " 4'-0'' GROUND LEVEL 36 " 24'-4" Ground Sleeve Centerlines 23'-4" 11 ' - 3 " 10 ' - 0 ' ' 8' - 0 ' ' 15" HOISTING ROPE PULLEY Ø6" ALUMINUM POST (0.188" WALL 6061T6) PLASTIC CAP PEAR CLIP (STAINLESS STEEL) HEAVY DUTY BRAIDED NYLON ROPE (BLACK) CLEAT AND HARDWARE (GALVANIZED) POST DEBRIS COLLAR REFER TO PLAN FOR GROUND TREATMENT STOP BOLT ALUMINUM GROUND SLEEVE (0.156" WALL 6063T6) 30 ' T O T A L H E I G H T 2 2 ' H I G H N E T T I N G O V E R 8 ' H I G H F E N C E 6"CR U S H E D ST O N E POURED CONCRETE FOOTING NOTES: 1. POST SPACING IS 20' O.C. MAX. 2. CHAIN LINK FENCE SHALL BE ATTACHED TO PROTECTIVE NETTING SYSTEM. 3. CHAIN LINK FENCE POST SPACING SHALL BE 20' O.C. THROUGH PROTECTIVE NETTING SYSTEM. PAVEMENT 7' - 6 " 5' - 5 " CHAIN LINK FENCE HEIGHT VARIES - REFER TO PLANS SAFTEY NETTING SYSTEM3 C5.06 NOT TO SCALE NOT TO SCALE 4 C5.06 NOT USED NOT FOR CONSTRUCTION CITY SUBMITTAL Page 67 of 113 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations C5.07 CIVIL DETAILS HSS STEEL TERMINATION POLES, DIRECT EMBEDMENT (EMBEDMENT VARIES) NE T H E I G H T 3 0 ' O R 4 0 ' (V A R I E S ) STRUCTURE BY OTHERS BLACK ULTRA CROSS KNOTLESS DYNEEMA NETTING OR BLACK #36 NYLON NETTING, 1 34" SQUARE MESH WITH ROPE BOUND PERIMETER BACKSTOP NETTING SYSTEM2 C5.07 NOT TO SCALE DETAIL C 135°0'0"135°0'0" 20 ' - 0 " 30 ' - 0 " (VA R I E S ) 30'-0" CENTER SECTION 40'-0" CENTER SECTION (VARIES) 12'' WHERE APPLICABLE 20 ' - 0 " 3 0 ' - 0 " (V A R I E S ) 5' - 0 " 4' - 6 " 20' WINGS 30' WINGS (VARIES) VA R I E S PLAN ELEVATION SECTION C5.05 22 C5.05 22 4" NOM. DIAM. CORNER POSTS (TYP) MAINTENANCE STRIP MAINTENANCE STRIP16" X 60" FOOTINGS DRAWN @ 0.5 size 20 ' 24 " 4" SAFETY NETTING / CURB GROUND SLEEVE 1 C5.07 NOT TO SCALE 3/8" STOP BOLT 8"x8" CONCRETE FOOTING 10' HIGH, 2'' Ø SCH. 40 ALUMINIUM UPRIGHT, MAX SPACING 20' O.C. CONSTRUCTION JOINT AT EACH POST AND MIDWAY BETWEEN POSTS REFER TO PLAN FOR SURFACE TREATMENT 8''x14'' CONCRETE CURB GROUND SLEEVE 2.5" Ø SCH. 40 ALUMINUM PIPE NOT TO SCALE 6" 3' - 6 " 5' - 0 " EQUAL EQUAL NOTES: 1.GATE SHALL BE LEVEL ACROSS DRIVE. ADJUST HEIGHT ABOVE CURB AS REQUIRED. 2.PROVIDE SHOP DRAWINGS OF GATE, HINGE POST AND KEEPER 3.FINISH ENTIRE GATE WITH PRIMER AND MIN. 2 COATS OF PAINT. CONFIRM COLOR WITH ENGINEER / LANDSCAPE ARCHITECT 512" 714" 614" 112" 314" 112" 13'-3" TO CENTER OF POST (VERIFY) 6" 1' - 6 " GATE KEEPERGATE KEEPER PINGATE KEEPER PLAN 2" - 3" VEHICLE GATE4 C5.07 NOT TO SCALE SHT# DET#2"X3" STEEL RECT. TUBE FRAME 1" SQ. STEEL BRACING WELDED TO FRAME 6" SQ. STEEL POST FILLED W/ CONCRETE SEE NOTE 1 18" DIAM. CONCRETE FOOTINGS HOLE TO RECEIVE 1" STEEL PIN WELD12" STEEL PLATE 12" STEEL PLATE WELD WELD 3" SQ. STEEL POST FILLED W/ CONCRETE DETERMINE KEEPER PIN ELEVATION IN FIELD 15" DIAM. BY 4' DEEP CONCRETE FOOTINGS VEHICLE GATE LATCH5 C5.07 NOT TO SCALE LATCH IN OPEN POSITION LATCH IN CLOSED POSITION RECTANGULAR TUBE FRAME LATCH RECEIVER (ONE EACH SIDE OF LATCH) 112'' LONG HANDLE (ONE ON EACH SIDE OF LATCH) LATCH HINGE PROVIDE MECHANISM TO ALLOW GATE TO BE SECURED WITH PAD LOCK LATCH ARM (ONE ON EACH SIDE OF GATE) NOTE: PROVIDE ONE SWING STOP FOR EACH GATE POST. PROVIDE ADEQUATE LENGTH SUCH THAT GATE SWING IS STOPPED AT 90° ANGLE1" M I N I M U M 42 " 10" SHT# DET# VEHICLE GATE SWING STOP6 C5.07 NOT TO SCALE WELD SWING STOP TO HINGE PLATE (TYP) GATE POST WELD SWING STOP TO GATE POST VEHICLE GATE ARM SWING STOP VEHICLE GATE ARM HINGE GATE POST12" THICK STEEL ANGLE PROVIDE ADEQUATE SPACE TO ALLOW GATE TO SWING TO OPEN POSITION HINGE PLATE HINGE PIN NOT FOR CONSTRUCTION CITY SUBMITTAL Page 68 of 113 IC E E L E V A T I O N = 9 2 2 . 4 DE C . 4 , 2 0 2 3 6" W ( P ) 6" P V C ST S 12"RCP S T S 24 " R C P S T S 24"RCP ST S 9 " M E T A L S T S 1 5 " P V C S T S 15"FES INV=926.1 15" RC P S T S 15 " P V C S T S 3"W(P) 3"W(P) 3 " W ( P ) 8 " W ( P ) 6"W 6"W W W 6 " W 6" W 8"W W W TOP=INV= CB 931.6926.7 NEINV=926.8 E INV=927.8 S TOP=INV= BH 941.5927.9 TOP= INV= CB 941.1 927.8 S W , S E INV= 9 2 7 . 9 N E TOP= INV= CB 941.1 935.8 T O D R O P INV= 9 3 6 . 4 S W TOP=INV= BH 939.7933.2 TOP=INV= SMH 940.9927.3 NEINV=931.9 S TOP=INV= SMH 930.8926.2 NINV=926.4 S GENER A T O R GENER A T O R O N CONC P A D C O V E R E D L O A D I N G D O C K WOODEN PLANTER 1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068 40.2 6 0 . 1 60 . 1 40.2 164.2 1 2 . 0 10.2 25.0 2 5 . 0 3.5 1 0 . 0 18.0 4 3 . 3 35.1 0 . 1 122.2 8 3 . 5 41.3 2 4 . 4 41.4 1 2 . 6 13.9 19.9 2 0 . 9 192.3 34.2 4 1 . 1 90.292.6 32.6 1 0 . 5 5.3 2 1 . 4 5 4 . 3 5.4 2 1 . 4 32.5 1 0 . 6 61.0 3 3 . 3 129.5 115.2 4 3 . 1 3.6 1 2 . 9 144.1 1.5 1 2 . 9 4 3 . 6 138.9 5 9 . 9 1 9 . 7 14.3 2 1 . 3 3 9 . 3 22.9 1 . 3 8.5 3 4 . 7 8.5 7 3 . 3 109.4 8.4 3 4 . 7 8.5 3 7 . 3 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03.522.0 36.36.46 . 3 1 6 . 0 8.014.427.637.725.21 3 . 2 5.0 2 0 . 9 31.0 111.6 1 3 . 0 2.0 4 2 . 9 98.74 3 . 8 3.6 1 2 . 9 1 1 . 8 3.8 4 4 . 0 L=5.8 L=5.6 L=5.4 L=5.3 L=5.3 L=5.1 22.9 MA I N T E N A N C E GA R A G E DETAIL NO SCA L E O V E R H A N G 8 4 . 0 GENER A T O R O N CONC P A D TOP=INV= SMH 939.8933.0SWINV=929.0NW 10 " P V C S T S 6" PVCST S 12" PVC S T S 30" RCP ST S 15" PVC ST S SMH TOP=939.2 BOTTOM TANK=930.1 NO VISIBLE PIPES B I T U M I N O U S B I T U M I N O U S 9 3 9 938 939 94 0 941 941 930 935 929 926 927 928940 945944943 942941 939 938 937 936 935 934 933 941 942 94 0 94 294 5 94 6 94 7 94 8 94 9 95 0 939 938 939 940 CONC CONC CONCCONC CONC CONC CONCRET E CONCRET E CONCRET E U G E U G E UG E UGE UGE UGE G R A S S G R A S S G R A S S G R A S S 4 FT. WROUGHT IRON FENCE CO N C CONC TNH=944.85 TNH=932.14 TNH=944.63 TNH=943.95 TNH=942.53 30" RCPST S G R A V E L G R A V E L KEYSTONE WALL CONC STEPS SAN TOP=939.3 TOP CAPPED PIPE=935.8 SAN TOP=939.2 B I T U M I N O U S CONCRETE G R A V E L CONC CONC 2 0 . 5 1 . 2 5 . 0 43.0 5 . 0 2 . 0 2 . 0 49.5 2 . 0 6 . 7 5 . 0 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 PERGOLABITUM I N O U S BITUM I N O U S BITUM I N O U S KEYSTONE WALL 6 FOOT CHAIN LINK FENCE KEYSTONE WALL KEYSTONE WALL KEYSTONE WALL 6 FOOT CHAIN LINK FENCE CO N C R E T E G R A V E L B I T U M I N O U S T R E E S T R E E S T R E E S T R E E S BUILDING FOOTPRINT = 208,389 SQ. FT. 945 950 955 9 6 0 965 970 975 980 9 8 0 975 9 7 0 9 7 0 9 7 5 9 8 0 9 8 5 95 596096 5 97 0 976 977 978 979 981 982 983 984 974 972 973971 981 9 7 9 9 7 8 977 9 7 6 97 4 9 7 3 972 97 1 96 9 968 98 4 983 9 8 2 9 8 1 9 7 9 9 7 8 9 7 6 9 7 2 9 6 8 9 6 7 9 6 6 9 6 9 968 9 6 7 9 6 69 6 4 9 6 3 9 6 2 9 6 1 9 5 9 9 5 8 9 5 7 9 5 6 954 953 952 951 949 948 947 946 944 942 943 943 944 946 94 7 948949 9 6 3 9 6 1 W ( P ) W (P) W ( P ) W ( P ) W (P) 13 14 15 16 18 19 20 21 23 12 11 12" PVC 25 26 27 1 22 2 3 4 5 6 7 8 9 10 6" F M ( P ) P A V E R S RD RD RD BE VP RD BE 14"SPR RDRD RD RD CONC . 942 RD RD BE RD 2.14"BAS 24"MPL 942 BE RD RD RD B E RD RD LA 2"ARB 13"MPL KEYSTON E WALL CONC . 942 F O L F O L FOL FO L FOL FOL FOL UGC UG C UGC UGC U G C UGC UGC UGC U G C 6 6 I > > > > > > > > >> >> >> >> D > > >> >> D >> D EP: 22 + 2 6 . 9 9 EP : 6 + 4 2 . 1 7 >>>> >> D >> >> D >> >> >> >>>> >> >> >> >> > > >>>>>> >>>> > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> D D 0 1 2 3 3 BP : 0 + 0 0 . 0 0 PI: 0 + 5 0 . 2 9 PI: 1+84.9 0 PI: 2 + 7 0 . 9 2 PI : 3 + 3 1 . 3 0 EP: 3+51.78 0 1 1 BP: 0+ 0 0 . 0 0 PI: 0+ 0 4 . 5 3 PI: 0+41 . 8 5 E P : 1 + 1 4 . 7 4 0 0 B P : 0 + 0 0 . 0 0 P I : 0 + 2 2 . 2 1 EP : 0 + 8 5 . 9 4 0 0 BP: 0+ 0 0 . 0 0 EP: 0+ 9 5 . 3 1 I I I I I I >> >> >> >> >> PROPOSED BUILDING ADDITION 1 PROPOSED BUILDING ADDITION 2 PROPOSED BUILDING ADDITION 3 PROPOSED BUILDING ADDITION 4 PROPOSED BUILDING ADDITION 5 PROPOSED BUILDING ADDITION 6 DRI -2 ST-108 ST-109 ST-110 ST-111 ST-112 ST-113 ST-114 ST-115 ST-116 ST-117 ST-118 ST-131 ST-132 ST-133 ST-134 ST-135 ST-136 (213) PA (31) PA (714) PA (244) PA (110) PA (117) PA R FEETSCALE 0 HORZ. 30 60 I0.01 IRRIGATION PLAN WEST DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations Q T H TT TQ F 12 12 12 12 12 12 Q T H TT TQ F 15 15 15 15 15 15 1000 2000 3000 M C RS FS poc 2.0 SP F A O REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) TURF SPRAY SPRINKLERS - 6'' POP-UP SHRUB SPRAY SPRINKLERS - 12'' POP-UP TURF ROTARY SPRINKLER - 6'' POP-UP TURF ROTOR - 4IN. POP-UP PLASTIC ELECTRIC REMOTE CONTROL VALVE - GLOBE CONFIGURATION DRIP CONTROL VALVE KIT DRIPLINE FLUSH VALVE AIR RELIEF VALVE DRIP SYSTEM OPERATION INDICATOR AREA TO RECEIVE DRIPLINE LEGEND X X QUICK COUPLER VALVE PLASTIC ELECTRIC MASTER VALVE - GLOBE CONFIGURATION PROPOSED FLOW SENSOR PROPOSED POINT OF CONNECTION PROPOSED IRRIGATION CONTROLLER PROPOSED RAIN SENSOR PROPOSED LINE SURGE PROTECTOR IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 PROPERTY LINE 1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES. 2.FIELD VERIFY SITE CONDITIONS AND LOCATE UNDERGROUND UTILITIES PRIOR TO TRENCHING. 3.VERIFY THE LOCATION AND DEPTH OF UNDERGROUND ELECTRIC LINES, FIBER LINES, AND OTHER COMMUNICATION LINES PRIOR TO IRRIGATION INSTALLATION. 4.LAY OUT WORK IN GENERAL CONFORMANCE WITH THE DRAWINGS. ADJUST NOZZLES, SPRINKLER ARCS, OR HEAD AND PIPE LOCATIONS TO COMPLEMENT ACTUAL FIELD CONDITIONS. MAINTAIN HEAD-TO-HEAD COVERAGE. BALANCE THE PRECIPITATION RATE AMONG ALL SPRINKLERS WITHIN THE ZONE. ADD SUPPLEMENTAL SPRINKLERS AS NECESSARY TO PROVIDE HEAD-TO-HEAD COVERAGE. 5.PROVIDE ALL MISCELLANEOUS MATERIALS NECESSARY TO MAKE THE SYSTEM FULLY FUNCTIONAL. 6.IRRIGATION SYSTEM IS DESIGNED FOR 60(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. WATER PRESSURE AT THE WATER SUPPLY HAS BEEN ASSUMED TO BE +/-70 PSI. NOTIFY LANDSCAPE ARCHITECT IF WATER SUPPLY PRESSURE DIFFERS. 7.WATER SUPPLY IS LOCATED AT THE PROPOSED 3" CAPPED FLANGE INSIDE THE MECHANICAL ROOM. 8.FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PRODUCT SPECIFIC INSTALLATION. 9.MAIN LINE PIPING SHALL BE PVC CLASS 200 SDR 21. 10.WITHIN ATHLETIC FIELD AREAS, LATERAL PIPING SHALL BE PVC CLASS 160 SDR 26. 11.OUTSIDE OF ATHLETIC FIELDS, LATERAL PIPING 1-1/2" AND LARGER SHALL BE PVC CLASS 160 SDR 26, AND LATERAL PIPING 1 1/4" AND SMALLER MAY BE EITHER PVC CLASS 160 SDR 26 OR POLYETHYLENE PIPE SDR-7 PRESSURE RATED PIPE. 12.LATERAL PIPING WITH NO SIZE LABEL INDICATED ON THE DRAWINGS SHALL BE 1", PVC CLASS 160 SDR 26. 13.INSTALL LATERAL PIPING A MINIMUM 12 INCHES DEEP AND INSTALL MAIN LINE PIPING A MINIMUM 18 INCHES DEEP. NOTIFY LANDSCAPE ARCHITECT A MINIMUM 48 HOURS IN ADVANCE OF PIPING INSTALLATION. 14.USE TEFLON TAPE ON ALL THREADED JOINTS. 15.SET SPRINKLER HEADS, QUICK COUPLER VALVES, AND OTHER VALVES WITH STEMS PERPENDICULAR TO FINISHED GRADE. 16.PLACE ALL VALVES IN SERVICE BOXES. 17.ADJUST SPRINKLER HEADS FOR GRADE, AS NECESSARY, AFTER TURFGRASS HAS BEEN ESTABLISHED AND ALL SETTLEMENT AT SPRINKLER HEADS HAS OCCURRED. SET TOP OF SPRINKLER HEAD 12" BELOW FINISH GRADE OR 12" BELOW THE TURFGRASS ROOT ZONE. SET TOP OF SPRINKLER HEAD 1" BELOW CONCRETE SURFACES WHEN ADJACENT TO CONCRETE WALKS OR CONCRETE CURBS. 18.MAIN LINE PIPING 3" AND LARGER SHALL HAVE THRUST BLOCKING AT ALL ELL'S, TEE'S, AND WYE'S. 19.MAIN LINE PIPING 4" AND LARGER SHALL USE JOINT RESTRAINTS. 20.CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING COMPLETION OF SYSTEM INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 21.CONDUCT AND DEMONSTRATE TO THE OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE FALL FOLLOWING IRRIGATION SYSTEM COMPLETION. NOTES NOT FOR CONSTRUCTION CITY SUBMITTAL Page 69 of 113 12" PVC S T S 9 3 6 937 938 939 941 936 U G E A R T I F I C I A L T U R F F I E L D G R A S S 7 FOOT CHAIN LINK FENCE BITUMINO U S 6 " W ( P ) 6" P V C ST S 30"RCP ST S 24 " R C P S T S 24"RCP ST S 15 " P V C S T S 3"W(P) 3"W(P) 8 " W ( P ) 8"W(P) 1 2 " W ( P ) 6" W 6"W W W W TOP=INV= CB 931.6926.7 NE INV=926.8 EINV=927.8 S TOP= INV= CB 941.1 935.8 T O D R O P INV= 9 3 6 . 4 S W 8 . 3 0.6 16 . 4 6 3 . 859.03.522.036.36.46 . 3 1 6 . 08.014.427.63 7 . 7 25.2 1 3 . 2 5.0 2 0 . 9 31.0 3 . 7 40.4 1 0 4 . 6 111.6 1 3 . 0 2.0 4 2 . 9 98.7 L=5.1 GENER A T O R O N CONC P A D 10 " P V C S T S 6" PVCST S TOP=INV= SMH 934.8927.2E,WINV=924.3SINV=923.7N 24" RCP ST S 12" RCPST S 42 " R C P S T S B I T U M I N O U S CONCRETE 935 934 9 3 5936937 934 935 935936937938939 940 941 938 939 94 0 941 941 940 938 9399379 3 5 934 933 932 930 935 929 926 927 928 BLEACHERS RUB B E R S U R F A C E G R A V E L CONC CONC CONCRET E CONCRETE U G E UGE UGE UGE UGE UGE UGE U G E U G E UG E UG E UGE UGE UGE UGE UGE UG E G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S CO N C CONC TNH=932.14 TNH=943.95 SPIKE=944.88 B I T U M I N O U S OHE SHED B I T U M I N O U S OHU B I T U M I N O U S CONCRETE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS RU B B E R S U R F A C E RU B B E R S U R F A C E CONC CONC CONC 5 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE CONC WALL CONCRETE CONCRETE CONCRETE G R A V E L CONC 104.8 5 . 0 2 . 1 2 . 0 78.4 2 . 0 6 . 7 5 . 1 41.8 2 6 . 0 19.0 7 . 4 25.0 1 0 . 0 66.6 6 2 . 4 33.1 4 2 " R C P S T S ( P ) 12"W(P) 19 20 21 23 12" PVC 24 25 26 27 22 BE RD RD B E RD 13"MPL KEYSTON E WALL CONC . 942 TOP=INV= CB 928.4924.6(W)INV=924.7(S) FOL FOL UGC UGC U G C 1 3 1415 16 1718 19 20 2 1 2 2 22 0 1 1 0 0 0 123456 6 I I I I I I I I I I I D >> >> D >> >> >> >> D >> >> >> >> >> >> D > > > > > > > > > > > > >>>>>>>>>>>> > > > > > > >> D >> >>D >> >> >> >>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >>>> >> >> >>>> >> >> >>>>>> >> >> D D D >> > > >>>> D > > > > >> >> >> >> D >> >> >> >> >> PI: 12+51.5 1 PI: 13+ 2 2 . 7 9 PI : 1 5 + 0 7 . 9 8 PI: 16+15.32 PI : 1 8 + 0 8 . 1 2 PI: 1 8 + 7 6 . 8 6 PI: 20+57.81 EP: 22 + 2 6 . 9 9 BP: 0+00.00 PI: 0+08.66 P I : 0 + 6 6 . 2 8 E P : 1 + 7 2 . 4 6 BP: 0+0 0 . 0 0 EP: 0+4 2 . 7 9 BP: 0+00.00 PI: 0+76.72 PI: 1 + 4 0 . 7 0 PI : 2 + 1 2 . 0 0 PI : 2 + 9 0 . 1 6 PI : 3 + 4 4 . 3 2 PI : 4 + 2 9 . 2 6 PI : 5 + 3 7 . 8 0 PI : 5 + 7 4 . 5 3 EP : 6 + 4 2 . 1 7 >> >> >>>> D >> D >> >> > > > > > > > > D D D D D D D DD >> >>D >> > > > > >>>>>>>>>>>>>>>> >>>>>>>>>>>>D 0 1 2 2 BP : 0 + 0 0 . 0 0 PI : 0 + 0 5 . 5 0 PI : 0 + 4 2 . 2 0 PI: 1+22.61 EP: 2+86.35 -0 0 0 BP: -0+10.00 EP: 0+19.55 0 1 1 BP: 0 + 0 0 . 0 0 PI: 0+ 6 7 . 8 0 EP : 1 + 3 3 . 0 6 00 BP : 0 + 0 0 . 0 0 EP : 0 + 5 6 . 1 2 0 0 BP: 0+00 . 0 0 EP: 0+44 . 1 4 >>>>>> FM FM FM FM FM FM FM FM FM FM FM F M S 0 1 2 3 4 5 BP: 0+00.00 PI: 0+08.29 PC: 1+74.88 PT : 1 + 9 8 . 4 4 PC : 4 + 6 1 . 5 9 PT: 5+25.15 BS 1 INV: 924.50 MECH: XX'XX" 86 DFUs LIFT STATION RIM: 935.4 INV: 924.30 6" N INV: 924.66 4" S REFER TO C5.02 8' - 6" SCH 40 PVC @ 2.41% >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>> >> > > > > > > >>>>>> >> D D > > D > > D >>>>>>>> >> >> >> PROPOSED BUILDING ADDITION 1 PROPOSED BUILDING ST-101 ST-102 ST-103 ST-104ST-105ST-106 ST-107 ST-119 ST-120 ST-124 ST-125 ST-126 ST-136 (110) PA (117) PA R FEETSCALE 0 HORZ. 30 60 I0.02 IRRIGATION PLAN CENTRAL DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations Q T H TT TQ F 12 12 12 12 12 12 Q T H TT TQ F 15 15 15 15 15 15 1000 2000 3000 M C RS FS poc 2.0 SP F A O REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) TURF SPRAY SPRINKLERS - 6'' POP-UP SHRUB SPRAY SPRINKLERS - 12'' POP-UP TURF ROTARY SPRINKLER - 6'' POP-UP TURF ROTOR - 4IN. POP-UP PLASTIC ELECTRIC REMOTE CONTROL VALVE - GLOBE CONFIGURATION DRIP CONTROL VALVE KIT DRIPLINE FLUSH VALVE AIR RELIEF VALVE DRIP SYSTEM OPERATION INDICATOR AREA TO RECEIVE DRIPLINE LEGEND X X QUICK COUPLER VALVE PLASTIC ELECTRIC MASTER VALVE - GLOBE CONFIGURATION PROPOSED FLOW SENSOR PROPOSED POINT OF CONNECTION PROPOSED IRRIGATION CONTROLLER PROPOSED RAIN SENSOR PROPOSED LINE SURGE PROTECTOR IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 PROPERTY LINE 1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES. 2.FIELD VERIFY SITE CONDITIONS AND LOCATE UNDERGROUND UTILITIES PRIOR TO TRENCHING. 3.VERIFY THE LOCATION AND DEPTH OF UNDERGROUND ELECTRIC LINES, FIBER LINES, AND OTHER COMMUNICATION LINES PRIOR TO IRRIGATION INSTALLATION. 4.LAY OUT WORK IN GENERAL CONFORMANCE WITH THE DRAWINGS. ADJUST NOZZLES, SPRINKLER ARCS, OR HEAD AND PIPE LOCATIONS TO COMPLEMENT ACTUAL FIELD CONDITIONS. MAINTAIN HEAD-TO-HEAD COVERAGE. BALANCE THE PRECIPITATION RATE AMONG ALL SPRINKLERS WITHIN THE ZONE. ADD SUPPLEMENTAL SPRINKLERS AS NECESSARY TO PROVIDE HEAD-TO-HEAD COVERAGE. 5.PROVIDE ALL MISCELLANEOUS MATERIALS NECESSARY TO MAKE THE SYSTEM FULLY FUNCTIONAL. 6.IRRIGATION SYSTEM IS DESIGNED FOR 60(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. WATER PRESSURE AT THE WATER SUPPLY HAS BEEN ASSUMED TO BE +/-70 PSI. NOTIFY LANDSCAPE ARCHITECT IF WATER SUPPLY PRESSURE DIFFERS. 7.WATER SUPPLY IS LOCATED AT THE PROPOSED 3" CAPPED FLANGE INSIDE THE MECHANICAL ROOM. 8.FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PRODUCT SPECIFIC INSTALLATION. 9.MAIN LINE PIPING SHALL BE PVC CLASS 200 SDR 21. 10.WITHIN ATHLETIC FIELD AREAS, LATERAL PIPING SHALL BE PVC CLASS 160 SDR 26. 11.OUTSIDE OF ATHLETIC FIELDS, LATERAL PIPING 1-1/2" AND LARGER SHALL BE PVC CLASS 160 SDR 26, AND LATERAL PIPING 1 1/4" AND SMALLER MAY BE EITHER PVC CLASS 160 SDR 26 OR POLYETHYLENE PIPE SDR-7 PRESSURE RATED PIPE. 12.LATERAL PIPING WITH NO SIZE LABEL INDICATED ON THE DRAWINGS SHALL BE 1", PVC CLASS 160 SDR 26. 13.INSTALL LATERAL PIPING A MINIMUM 12 INCHES DEEP AND INSTALL MAIN LINE PIPING A MINIMUM 18 INCHES DEEP. NOTIFY LANDSCAPE ARCHITECT A MINIMUM 48 HOURS IN ADVANCE OF PIPING INSTALLATION. 14.USE TEFLON TAPE ON ALL THREADED JOINTS. 15.SET SPRINKLER HEADS, QUICK COUPLER VALVES, AND OTHER VALVES WITH STEMS PERPENDICULAR TO FINISHED GRADE. 16.PLACE ALL VALVES IN SERVICE BOXES. 17.ADJUST SPRINKLER HEADS FOR GRADE, AS NECESSARY, AFTER TURFGRASS HAS BEEN ESTABLISHED AND ALL SETTLEMENT AT SPRINKLER HEADS HAS OCCURRED. SET TOP OF SPRINKLER HEAD 12" BELOW FINISH GRADE OR 12" BELOW THE TURFGRASS ROOT ZONE. SET TOP OF SPRINKLER HEAD 1" BELOW CONCRETE SURFACES WHEN ADJACENT TO CONCRETE WALKS OR CONCRETE CURBS. 18.MAIN LINE PIPING 3" AND LARGER SHALL HAVE THRUST BLOCKING AT ALL ELL'S, TEE'S, AND WYE'S. 19.MAIN LINE PIPING 4" AND LARGER SHALL USE JOINT RESTRAINTS. 20.CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING COMPLETION OF SYSTEM INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 21.CONDUCT AND DEMONSTRATE TO THE OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE FALL FOLLOWING IRRIGATION SYSTEM COMPLETION. NOTES NOT FOR CONSTRUCTION CITY SUBMITTAL Page 70 of 113 UGE WETLAND FLAG SEE GENERAL NOTES SHED MAINTENANCE MH TOP =930.2 12" PVC S T S 926 927 928 929 930 926 92792892 9 925 9 2 5 9 2 6 9 2 7 9 3 3 9 2 8 9 2 9 9 3 0 9 3 1 9 3 2 9 3 4 96 0 9 3 6 937 938 936 G R A V E L U G E UGEUGEUGE B I T U M I N O U S A R T I F I C I A L T U R F F I E L D G R A S S G R A S S G R A S S G R A V E L CONCRETE CONCRETE CON C R E T E B I T U M I N O U S CO N C STONE WALL STONE WALL 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 15 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE BITUMIN O U S CONC BRIDGE IC E E L E V A T I O N = 9 2 4 . 0 F E E T D E C . 4 , 20 2 3 G R A S S 6" W ( P ) 30"RCP ST S 24 " R C P S T S 24"RCP ST S 15 " P V C S T S W W TOP= INV= CB 931.6 926.7 NEINV=926.8 EINV=927.8 S 8.4 3 7 . 4 22.9 3 9 . 5 68.3 8 . 3 126.3 8 . 3 0.6 1 6 . 4 6 3 . 859.03 . 5 22.0 36.36.46.31 6 . 0 8.014.42 7 . 6 3 7 . 7 25.2 1 3 . 2 5.0 2 0 . 9 31.0 1 0 4 . 6 1 3 . 0 GENER A T O R O N CONC P A D TOP=INV= SMH 934.8927.2E,WINV=924.3S INV=923.7N 24" RCP ST S 42 " R C P S T S 935 934 932 930 935 929 926 927 928 UGE UGE UGE UGE UGE UG E G R A S S G R A S S TNH=932.14 B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BITUMINOUS CONC WALL CONCRETE CONCRETE CONCRETE G R A V E L CONC CONC 4 2 " R C P S T S ( P ) W ( P ) W ( P ) W (P) 18 19 20 21 23 24 22 TOP=INV= CB 928.4924.6(W)INV=924.7(S) U G C UGC UGC UGC U G C 20 2 1 2 2 22 0 123456 6 I I D >> >> >> >> >> >> D > > > > > > > > > > >> D >> >> >> >> >> >> >> >> >> >> >> D D >>>>>> >> > > > > > > > > PI: 20+57.81 EP: 22 + 2 6 . 9 9 BP: 0+0 0 . 0 0 BP: 0+00.00 PI: 0+76.72 PI : 1 + 4 0 . 7 0 PI : 2 + 1 2 . 0 0 PI : 2 + 9 0 . 1 6 PI : 3 + 4 4 . 3 2 PI : 4 + 2 9 . 2 6 PI : 5 + 3 7 . 8 0 PI : 5 + 7 4 . 5 3 EP : 6 + 4 2 . 1 7 >>>> D >> >> POND 7P BOTTOM ELEVATION: 916.00 BOTTOM AREA: 922 SF EOF: 930.00 HWL: 929.84 NWL: 926.00 INFILTRATION BASIN 8P BOTTOM ELEVATION: 923.00 BOTTOM AREA: 2,610 SF EOF: 930.80 HWL: 928.60 WQV ELEVATION: 926.70 D >> D >> D D D D >>>>>>>>>>>> >>>>>>>>>>>>>>>> >>>>>>>>>>>>D 2 2EP: 2+86.35 0 0 BP: 0+ 0 0 . 0 0 EP: 0+ 9 5 . 3 1 BS 1 INV: 924.50 >>>> >> > > > > > > >>>>>> >> D > > D > > D >> PROPOSED BUILDING ST-101 DRI -1 ST-102 ST-103 ST-110 ST-119 ST-120 ST-121 R FEETSCALE 0 HORZ. 30 60 I0.03 IRRIGATION PLAN EAST DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations Q T H TT TQ F 12 12 12 12 12 12 Q T H TT TQ F 15 15 15 15 15 15 1000 2000 3000 M C RS FS poc 2.0 SP F A O REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) TURF SPRAY SPRINKLERS - 6'' POP-UP SHRUB SPRAY SPRINKLERS - 12'' POP-UP TURF ROTARY SPRINKLER - 6'' POP-UP TURF ROTOR - 4IN. POP-UP PLASTIC ELECTRIC REMOTE CONTROL VALVE - GLOBE CONFIGURATION DRIP CONTROL VALVE KIT DRIPLINE FLUSH VALVE AIR RELIEF VALVE DRIP SYSTEM OPERATION INDICATOR AREA TO RECEIVE DRIPLINE LEGEND X X QUICK COUPLER VALVE PLASTIC ELECTRIC MASTER VALVE - GLOBE CONFIGURATION PROPOSED FLOW SENSOR PROPOSED POINT OF CONNECTION PROPOSED IRRIGATION CONTROLLER PROPOSED RAIN SENSOR PROPOSED LINE SURGE PROTECTOR IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 PROPERTY LINE 1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES. 2.FIELD VERIFY SITE CONDITIONS AND LOCATE UNDERGROUND UTILITIES PRIOR TO TRENCHING. 3.VERIFY THE LOCATION AND DEPTH OF UNDERGROUND ELECTRIC LINES, FIBER LINES, AND OTHER COMMUNICATION LINES PRIOR TO IRRIGATION INSTALLATION. 4.LAY OUT WORK IN GENERAL CONFORMANCE WITH THE DRAWINGS. ADJUST NOZZLES, SPRINKLER ARCS, OR HEAD AND PIPE LOCATIONS TO COMPLEMENT ACTUAL FIELD CONDITIONS. MAINTAIN HEAD-TO-HEAD COVERAGE. BALANCE THE PRECIPITATION RATE AMONG ALL SPRINKLERS WITHIN THE ZONE. ADD SUPPLEMENTAL SPRINKLERS AS NECESSARY TO PROVIDE HEAD-TO-HEAD COVERAGE. 5.PROVIDE ALL MISCELLANEOUS MATERIALS NECESSARY TO MAKE THE SYSTEM FULLY FUNCTIONAL. 6.IRRIGATION SYSTEM IS DESIGNED FOR 60(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. WATER PRESSURE AT THE WATER SUPPLY HAS BEEN ASSUMED TO BE +/-70 PSI. NOTIFY LANDSCAPE ARCHITECT IF WATER SUPPLY PRESSURE DIFFERS. 7.WATER SUPPLY IS LOCATED AT THE PROPOSED 3" CAPPED FLANGE INSIDE THE MECHANICAL ROOM. 8.FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PRODUCT SPECIFIC INSTALLATION. 9.MAIN LINE PIPING SHALL BE PVC CLASS 200 SDR 21. 10.WITHIN ATHLETIC FIELD AREAS, LATERAL PIPING SHALL BE PVC CLASS 160 SDR 26. 11.OUTSIDE OF ATHLETIC FIELDS, LATERAL PIPING 1-1/2" AND LARGER SHALL BE PVC CLASS 160 SDR 26, AND LATERAL PIPING 1 1/4" AND SMALLER MAY BE EITHER PVC CLASS 160 SDR 26 OR POLYETHYLENE PIPE SDR-7 PRESSURE RATED PIPE. 12.LATERAL PIPING WITH NO SIZE LABEL INDICATED ON THE DRAWINGS SHALL BE 1", PVC CLASS 160 SDR 26. 13.INSTALL LATERAL PIPING A MINIMUM 12 INCHES DEEP AND INSTALL MAIN LINE PIPING A MINIMUM 18 INCHES DEEP. NOTIFY LANDSCAPE ARCHITECT A MINIMUM 48 HOURS IN ADVANCE OF PIPING INSTALLATION. 14.USE TEFLON TAPE ON ALL THREADED JOINTS. 15.SET SPRINKLER HEADS, QUICK COUPLER VALVES, AND OTHER VALVES WITH STEMS PERPENDICULAR TO FINISHED GRADE. 16.PLACE ALL VALVES IN SERVICE BOXES. 17.ADJUST SPRINKLER HEADS FOR GRADE, AS NECESSARY, AFTER TURFGRASS HAS BEEN ESTABLISHED AND ALL SETTLEMENT AT SPRINKLER HEADS HAS OCCURRED. SET TOP OF SPRINKLER HEAD 12" BELOW FINISH GRADE OR 12" BELOW THE TURFGRASS ROOT ZONE. SET TOP OF SPRINKLER HEAD 1" BELOW CONCRETE SURFACES WHEN ADJACENT TO CONCRETE WALKS OR CONCRETE CURBS. 18.MAIN LINE PIPING 3" AND LARGER SHALL HAVE THRUST BLOCKING AT ALL ELL'S, TEE'S, AND WYE'S. 19.MAIN LINE PIPING 4" AND LARGER SHALL USE JOINT RESTRAINTS. 20.CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING COMPLETION OF SYSTEM INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 21.CONDUCT AND DEMONSTRATE TO THE OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE FALL FOLLOWING IRRIGATION SYSTEM COMPLETION. NOTES NOT FOR CONSTRUCTION CITY SUBMITTAL Page 71 of 113 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE SHEDUGE UGE SCOREBOARD B I T U M I N O U S 96 0 96 1 941 943 944 945 946 947 949 9 5 1 950 955 960 94 5 95 0 95 5 96 0 961 962 UGEUGE CONC CONC CONC CONCRETE B I T U M I N O U S BITUMI N O U S STONE WALL STONE WALL 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 964 96 6 96 7 968 968 96 7 9 6 6 9 6 4 9 6 3 9 6 3 9 6 4 9 6 7 9 6 8 96 2 96 2 962 962 9 6 2 963 962 9 6 3 963 959958957956954953952 961 9 6 5 96 5 9 6 5 960 955 950 955 G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S 24.216 . 2 UG E U G E U G E U G E UG E UGE UGE U G E U G E T R E E S BITUMINOUS GAS GA S G A S >>>>>>>>>> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> ST-122 ST-123 10 FT. CHAIN LINK FENCE 10 FT. CHAIN LINK FENCE T E N N I S B I T U M I N O U S G R A V E L G R A V E L 944 945 9 4 6 9 4 7 9 4 8 9 4 9 9 5 0 960 955 950 963 964 G R A S S 16 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 18 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E OH U OH U OH U FOL 0.4 1.7 22.0 11 . 7 6.0 4. 0 20.3 20.3 3. 9 6.0 11 . 6 22.0 1.6 0.5 G R A V E L B I T U M I N O U S 965 966 970 975 980 CONC STEPS G R A S S TNH=981.64 W W C O N C R E T E FO L FOL FOL FOL 0 1 2 3 4 5 6 7 8 91011 1 2 D >> >> >> >> >> >>>>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>D > > > > D >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> BP : 0 + 0 0 . 0 0 PI : 0 + 6 1 . 9 7 PI : 1 + 8 5 . 8 8 PI : 3 + 0 9 . 8 9 PI : 3 + 7 4 . 5 6 PI: 4+62.07 PI: 5+10.99 PI : 5 + 1 4 . 1 4 PI: 6+80.68 PI: 7 + 3 3 . 8 5 PI : 7 + 8 3 . 7 2 P I : 8 + 1 4 . 0 7 PI : 1 1 + 2 3 . 0 8 PI : 1 1 + 9 8 . 7 1 >>>>>> >> >> >> >> > > > > > > > > >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>> >>D >>>>>>>>>>>> FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 6 7 8 9 10 11 12 13 14 PC: 9+32.56PT : 9 + 6 4 . 2 9 PC : 1 4 + 0 4 . 0 4 >> >> >> >> >> >> >> > > >> >> > > >> >> >> >> >>>>>>>> > > ST-127 ST-128 ST-130 ST-129 R FEETSCALE 0 HORZ. 30 60 I0.04 IRRIGATION PLAN FIELDS DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R 02/26/2025 232218 02/26/2025 MET MINNESOTA WILLIAM J. DIEDE 59532 PROFESSIONAL ENGINEER WJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 3335 142nd Street West Rosemount, MN 55068 Rosemount High School Additions and Renovations Q T H TT TQ F 12 12 12 12 12 12 Q T H TT TQ F 15 15 15 15 15 15 1000 2000 3000 M C RS FS poc 2.0 SP F A O REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) TURF SPRAY SPRINKLERS - 6'' POP-UP SHRUB SPRAY SPRINKLERS - 12'' POP-UP TURF ROTARY SPRINKLER - 6'' POP-UP TURF ROTOR - 4IN. POP-UP PLASTIC ELECTRIC REMOTE CONTROL VALVE - GLOBE CONFIGURATION DRIP CONTROL VALVE KIT DRIPLINE FLUSH VALVE AIR RELIEF VALVE DRIP SYSTEM OPERATION INDICATOR AREA TO RECEIVE DRIPLINE LEGEND X X QUICK COUPLER VALVE PLASTIC ELECTRIC MASTER VALVE - GLOBE CONFIGURATION PROPOSED FLOW SENSOR PROPOSED POINT OF CONNECTION PROPOSED IRRIGATION CONTROLLER PROPOSED RAIN SENSOR PROPOSED LINE SURGE PROTECTOR IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 PROPERTY LINE 1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES. 2.FIELD VERIFY SITE CONDITIONS AND LOCATE UNDERGROUND UTILITIES PRIOR TO TRENCHING. 3.VERIFY THE LOCATION AND DEPTH OF UNDERGROUND ELECTRIC LINES, FIBER LINES, AND OTHER COMMUNICATION LINES PRIOR TO IRRIGATION INSTALLATION. 4.LAY OUT WORK IN GENERAL CONFORMANCE WITH THE DRAWINGS. ADJUST NOZZLES, SPRINKLER ARCS, OR HEAD AND PIPE LOCATIONS TO COMPLEMENT ACTUAL FIELD CONDITIONS. MAINTAIN HEAD-TO-HEAD COVERAGE. BALANCE THE PRECIPITATION RATE AMONG ALL SPRINKLERS WITHIN THE ZONE. ADD SUPPLEMENTAL SPRINKLERS AS NECESSARY TO PROVIDE HEAD-TO-HEAD COVERAGE. 5.PROVIDE ALL MISCELLANEOUS MATERIALS NECESSARY TO MAKE THE SYSTEM FULLY FUNCTIONAL. 6.IRRIGATION SYSTEM IS DESIGNED FOR 60(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. WATER PRESSURE AT THE WATER SUPPLY HAS BEEN ASSUMED TO BE +/-70 PSI. NOTIFY LANDSCAPE ARCHITECT IF WATER SUPPLY PRESSURE DIFFERS. 7.WATER SUPPLY IS LOCATED AT THE PROPOSED 3" CAPPED FLANGE INSIDE THE MECHANICAL ROOM. 8.FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PRODUCT SPECIFIC INSTALLATION. 9.MAIN LINE PIPING SHALL BE PVC CLASS 200 SDR 21. 10.WITHIN ATHLETIC FIELD AREAS, LATERAL PIPING SHALL BE PVC CLASS 160 SDR 26. 11.OUTSIDE OF ATHLETIC FIELDS, LATERAL PIPING 1-1/2" AND LARGER SHALL BE PVC CLASS 160 SDR 26, AND LATERAL PIPING 1 1/4" AND SMALLER MAY BE EITHER PVC CLASS 160 SDR 26 OR POLYETHYLENE PIPE SDR-7 PRESSURE RATED PIPE. 12.LATERAL PIPING WITH NO SIZE LABEL INDICATED ON THE DRAWINGS SHALL BE 1", PVC CLASS 160 SDR 26. 13.INSTALL LATERAL PIPING A MINIMUM 12 INCHES DEEP AND INSTALL MAIN LINE PIPING A MINIMUM 18 INCHES DEEP. NOTIFY LANDSCAPE ARCHITECT A MINIMUM 48 HOURS IN ADVANCE OF PIPING INSTALLATION. 14.USE TEFLON TAPE ON ALL THREADED JOINTS. 15.SET SPRINKLER HEADS, QUICK COUPLER VALVES, AND OTHER VALVES WITH STEMS PERPENDICULAR TO FINISHED GRADE. 16.PLACE ALL VALVES IN SERVICE BOXES. 17.ADJUST SPRINKLER HEADS FOR GRADE, AS NECESSARY, AFTER TURFGRASS HAS BEEN ESTABLISHED AND ALL SETTLEMENT AT SPRINKLER HEADS HAS OCCURRED. SET TOP OF SPRINKLER HEAD 12" BELOW FINISH GRADE OR 12" BELOW THE TURFGRASS ROOT ZONE. SET TOP OF SPRINKLER HEAD 1" BELOW CONCRETE SURFACES WHEN ADJACENT TO CONCRETE WALKS OR CONCRETE CURBS. 18.MAIN LINE PIPING 3" AND LARGER SHALL HAVE THRUST BLOCKING AT ALL ELL'S, TEE'S, AND WYE'S. 19.MAIN LINE PIPING 4" AND LARGER SHALL USE JOINT RESTRAINTS. 20.CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING COMPLETION OF SYSTEM INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 21.CONDUCT AND DEMONSTRATE TO THE OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE FALL FOLLOWING IRRIGATION SYSTEM COMPLETION. NOTES NOT FOR CONSTRUCTION CITY SUBMITTAL Page 72 of 113 Tag # Botanical Name Common NameDiameterCondition Defects Comments 1 Quercus ellipsoidalis Pin oak 15 Fair DADB 2 Acer saccharinum Silver maple 10 Fair DADB 3 Acer saccharinum Silver maple 6 Fair DADB DADB Dead and dying branches 4 Ulmus americana American elm 15 Fair DADB BA Branch attachment 5 Acer negundo Boxelder 12 Fair TA CDCC Cavity, decay, canker, crack 6 Acer negundo Boxelder 21 Fair DADB BAHB Broken and/or hanging branches 7 Populus deltoides Cottonwood 16 Fair DADB TA Tree architecture 8 Celtis occidentalis Hackberry 19 Fair DADB I/DM Insect/disease management 9 Acer negundo Boxelder 18 Fair DADB 10 Celtis occidentalis Hackberry 9 Fair DADB 11 Quercus rubra Red oak 29 Fair DADB 12 Prunus serotina Black cherry 7 Fair DADB 13 Quercus rubra Red oak 27 Fair DADB Good A good tree shows no significant problems. 14 Populus deltoides Cottonwood 12 Fair DADB Fair A fair tree has minor problems that may be corrected with time or corrective action. 15 Populus deltoides Cottonwood 14 Fair DADB Poor A poor tree has significant problems that are irrecoverable 16 Populus deltoides Cottonwood 14 Fair DADB Dead A dead tree shows no sign of life. 17 Prunus serotina Black cherry 6 Fair DADB 18 Quercus bicolor Swamp white oak 10 Fair DADB 19 Populus deltoides Cottonwood 14 Fair DADB 20 Prunus serotina Black cherry 11 Dead DADB 21 Quercus ellipsoidalis Pin oak 50 Fair DADB 22 Populus deltoides Cottonwood 13 Fair DADB 23 Acer saccharum Sugar maple 8 Fair DADB 24 Populus deltoides Cottonwood 12 Fair DADB 25 Populus deltoides Cottonwood 14 Fair DADB 26 Populus deltoides Cottonwood 15 Fair DADB 27 Populus deltoides Cottonwood 29 Fair DADB 28 Quercus rubra Red oak 7 Fair DADB 29 Populus deltoides Cottonwood 15 Fair TA 30 Quercus macrocarpa Bur oak 12 Fair DADB 31 Quercus rubra Red oak 7 Fair DADB 32 Populus deltoides Cottonwood 12 Fair DADB 33 Prunus serotina Black cherry 8 Fair TA 34 Populus deltoides Cottonwood 12 Fair DADB 35 Populus deltoides Cottonwood 13 Fair DADB 36 Quercus ellipsoidalis Pin oak 9 Fair DADB 37 Quercus rubra Red oak 7 Fair DADB 38 Populus deltoides Cottonwood 12 Dead DADB 39 Populus deltoides Cottonwood 12 Dead DADB 40 Populus deltoides Cottonwood 12 Fair DADB 41 Quercus ellipsoidalis Pin oak 7 Fair DADB 42 Quercus macrocarpa Bur oak 19 Fair DADB 43 Quercus ellipsoidalis Pin oak 8 Fair DADB 44 Quercus rubra Red oak 45 Dead DADB 45 Quercus rubra Red oak 29 Dead DADB 46 Quercus macrocarpa Bur oak 12 Fair DADB 47 Quercus macrocarpa Bur oak 22 Fair DADB 48 Quercus alba White oak 20 Fair DADB 49 Prunus serotina Black cherry 7 Fair DADB 50 Quercus rubra Red oak 24 Dead DADB 51 Quercus macrocarpa Bur oak 6 Fair DADB 52 Quercus rubra Red oak 17 Dead DADB 53 Quercus rubra Red oak 11 Dead DADB 54 Quercus macrocarpa Bur oak 19 Fair DADB 55 Quercus macrocarpa Bur oak 9 Fair DADB 56 Quercus macrocarpa Bur oak 9 Fair DADB 57 Populus deltoides Cottonwood 21 Dead DADB 58 Ulmus americana American elm 15 Fair DADB 59 Ulmus americana American elm 12 Fair DADB 60 Ulmus americana American elm 15 Fair DADB 61 Quercus rubra Red oak 35 Dead DADB 62 Quercus macrocarpa Bur oak 15 Fair DADB 63 Quercus ellipsoidalis Pin oak 40 Fair TA 64 Quercus macrocarpa Bur oak 32 Fair DADB 65 Populus deltoides Cottonwood 14 Fair DADB 66 Prunus serotina Black cherry 6 Fair TA 67 Prunus serotina Black cherry 17 Fair DADB 68 Populus deltoides Cottonwood 12 Fair DADB 69 Quercus ellipsoidalis Pin oak 6 Fair DADB 70 Quercus ellipsoidalis Pin oak 11 Fair DADB 71 Quercus rubra Red oak 12 Fair DADB 72 Quercus ellipsoidalis Pin oak 15 Fair DADB 73 Quercus macrocarpa Bur oak 6 Fair DADB 74 Quercus rubra Red oak 7 Fair DADB 75 Populus deltoides Cottonwood 12 Fair DADB 76 Quercus rubra Red oak 16 Fair DADB 77 Populus deltoides Cottonwood 12 Fair DADB 78 Quercus rubra Red oak 6 Fair DADB 79 Prunus serotina Black cherry 7 Fair DADB 80 Populus deltoides Cottonwood 13 Fair DADB 81 Prunus serotina Black cherry 10 Fair DADB 82 Quercus rubra Red oak 8 Fair DADB 83 Prunus serotina Black cherry 12 Fair DADB 84 Quercus rubra Red oak 12 Fair DADB 85 Quercus rubra Red oak 14 Fair DADB 86 Populus deltoides Cottonwood 12 Fair DADB 87 Prunus serotina Black cherry 8 Fair TA 88 Quercus rubra Red oak 14 Fair DADB 89 Quercus ellipsoidalis Pin oak 9 Fair DADB 90 Prunus serotina Black cherry 7 Fair DADB 91 Quercus rubra Red oak 10 Fair DADB 92 Prunus serotina Black cherry 11 Fair DADB 93 Quercus rubra Red oak 17 Poor TA 94 Acer negundo Boxelder 13 Fair DADB 95 Juglans nigra Black walnut 12 Fair DADB Notes & Code Descriptions Multi-stem trees were measured by taking the total of all stems at 4.5ft above ground. Additional Arborist Information Several red oaks were found to be dead as a result of oak wilt disease. Terrain and understory will be difficult to traverse due to abundance of buckthorn and many fallen mature trees. Due to the difficult terrain, the tags may be in an unconvential order from having to traverse around fallen debris to reach certain areas of the woodland. While on site, arborist witnessed the removal of an aspen by a bulldozer, the client was notified and the arborist notified the bulldozer operator. Arborist started data collection in the Northeastern corner and moved East to West back and forth moving South. All tags on site are located on the Eastern side of the trunk. Condition Descriptions Staff consider signs of stress, poor structure, mechanical damage, soil and root problems, disease, and pests in the assessment of tree condition. Page 73 of 113 96 Salix nigra Black willow 59 Fair DADB Multi stem 97 Prunus serotina Black cherry 7 Poor TA 98 Quercus rubra Red oak 6 Fair DADB 99 Ulmus americana American elm 14 Fair DADB 100 Prunus serotina Black cherry 14 Fair DADB 101 Quercus rubra Red oak 7 Fair DADB 102 Quercus rubra Red oak 9 Dead DADB 103 Prunus serotina Black cherry 9 Poor DADB 104 Prunus serotina Black cherry 12 Fair DADB 105 Quercus rubra Red oak 16 Fair DADB 106 Populus deltoides Cottonwood 13 Fair DADB 107 Populus deltoides Cottonwood 12 Fair DADB 108 Populus deltoides Cottonwood 13 Fair DADB 109 Populus deltoides Cottonwood 13 Fair DADB 110 Populus deltoides Cottonwood 17 Fair DADB 111 Populus deltoides Cottonwood 15 Fair DADB 112 Populus deltoides Cottonwood 16 Fair DADB 113 Populus deltoides Cottonwood 12 Fair DADB 114 Quercus macrocarpa Bur oak 18 Fair DADB 115 Quercus macrocarpa Bur oak 20 Fair DADB 116 Quercus rubra Red oak 8 Fair DADB 117 Fraxinus pennsylvanica Green ash 7 Fair DADB 118 Prunus serotina Black cherry 12 Fair DADB 119 Prunus serotina Black cherry 9 Fair DADB 120 Quercus macrocarpa Bur oak 17 Fair DADB 121 Quercus macrocarpa Bur oak 10 Poor DADB 122 Quercus macrocarpa Bur oak 26 Fair DADB 123 Prunus serotina Black cherry 7 Fair DADB 124 Acer negundo Boxelder 12 Fair DADB 125 Quercus macrocarpa Bur oak 15 Dead DADB 126 Quercus rubra Red oak 8 Fair DADB 127 Quercus rubra Red oak 17 Dead DADB 128 Quercus macrocarpa Bur oak 21 Fair DADB 129 Quercus macrocarpa Bur oak 13 Fair DADB 130 Quercus ellipsoidalis Pin oak 25 Poor I/DM 131 Prunus serotina Black cherry 9 Fair DADB 132 Ulmus americana American elm 13 Fair DADB 133 Acer negundo Boxelder 15 Fair DADB 134 Fraxinus pennsylvanica Green ash 18 Dead DADB 135 Populus deltoides Cottonwood 14 Fair DADB 136 Populus deltoides Cottonwood 14 Fair DADB 137 Populus deltoides Cottonwood 30 Fair DADB Multi stem 138 Populus deltoides Cottonwood 16 Fair DADB 139 Quercus macrocarpa Bur oak 16 Fair DADB 140 Quercus macrocarpa Bur oak 20 Fair DADB 141 Quercus macrocarpa Bur oak 30 Fair DADB 142 Quercus rubra Red oak 18 Fair DADB 143 Ulmus americana American elm 12 Fair DADB 144 Prunus serotina Black cherry 7 Fair DADB 145 Prunus serotina Black cherry 6 Fair DADB 146 Prunus serotina Black cherry 16 Fair DADB 147 Quercus macrocarpa Bur oak 19 Fair DADB 148 Quercus macrocarpa Bur oak 24 Fair DADB 149 Populus deltoides Cottonwood 12 Fair DADB 150 Populus deltoides Cottonwood 12 Fair DADB 151 Populus deltoides Cottonwood 12 Fair DADB 152 Quercus ellipsoidalis Pin oak 12 Fair DADB 153 Quercus rubra Red oak 6 Fair DADB 154 Quercus rubra Red oak 7 Fair DADB 155 Quercus rubra Red oak 7 Fair DADB 156 Fraxinus pennsylvanica Green ash 16 Dead DADB 157 Prunus serotina Black cherry 8 Fair DADB 158 Prunus serotina Black cherry 14 Fair DADB 159 Prunus serotina Black cherry 15 Fair DADB 160 Quercus macrocarpa Bur oak 24 Fair DADB 161 Quercus rubra Red oak 34 Dead DADB 162 Quercus macrocarpa Bur oak 24 Fair DADB 163 Quercus rubra Red oak 7 Dead DADB 164 Populus deltoides Cottonwood 12 Fair DADB 165 Populus deltoides Cottonwood 12 Fair DADB 166 Populus deltoides Cottonwood 12 Fair DADB 167 Populus deltoides Cottonwood 12 Fair DADB 168 Populus deltoides Cottonwood 12 Fair DADB 169 Prunus serotina Black cherry 23 Fair DADB 170 Populus deltoides Cottonwood 17 Dead DADB 171 Ulmus americana American elm 15 Fair DADB 172 Populus deltoides Cottonwood 16 Fair DADB 173 Populus deltoides Cottonwood 16 Fair DADB 174 Populus deltoides Cottonwood 18 Fair DADB 175 Populus deltoides Cottonwood 13 Poor DADB 176 Quercus rubra Red oak 13 Fair DADB 177 Ulmus americana American elm 19 Fair DADB 178 Prunus serotina Black cherry 17 Fair DADB 179 Populus deltoides Cottonwood 13 Fair DADB 180 Quercus ellipsoidalis Pin oak 7 Fair DADB 181 Populus deltoides Cottonwood 15 Fair DADB 182 Ulmus americana American elm 12 Fair DADB 183 Prunus serotina Black cherry 13 Fair DADB 184 Populus deltoides Cottonwood 13 Fair DADB 185 Populus deltoides Cottonwood 14 Fair DADB 186 Ulmus americana American elm 15 Fair DADB 187 Populus deltoides Cottonwood 15 Fair DADB 188 Quercus ellipsoidalis Pin oak 21 Fair DADB 189 Prunus serotina Black cherry 17 Fair DADB 190 Populus deltoides Cottonwood 15 Fair DADB 191 Prunus serotina Black cherry 8 Fair DADB Page 74 of 113 192 Populus deltoides Cottonwood 15 Fair DADB 193 Prunus serotina Black cherry 15 Fair DADB 194 Populus deltoides Cottonwood 13 Dead DADB 195 Prunus serotina Black cherry 16 Fair DADB 196 Ulmus americana American elm 14 Fair DADB 197 Populus deltoides Cottonwood 12 Fair DADB 198 Populus deltoides Cottonwood 12 Fair DADB 199 Populus deltoides Cottonwood 13 Fair DADB 200 Populus deltoides Cottonwood 12 Fair DADB 201 Prunus serotina Black cherry 7 Fair DADB 202 Fraxinus pennsylvanica Green ash 7 Fair DADB 203 Populus deltoides Cottonwood 15 Fair DADB 204 Populus deltoides Cottonwood 14 Fair DADB 205 Populus deltoides Cottonwood 12 Fair DADB 206 Populus deltoides Cottonwood 13 Fair DADB 207 Prunus serotina Black cherry 11 Fair DADB 208 Prunus serotina Black cherry 12 Fair DADB 209 Prunus serotina Black cherry 14 Poor DADB 210 Prunus serotina Black cherry 9 Fair DADB 211 Populus deltoides Cottonwood 14 Fair DADB 212 Quercus macrocarpa Bur oak 20 Fair DADB 213 Prunus serotina Black cherry 10 Fair DADB 214 Populus deltoides Cottonwood 12 Fair DADB 215 Populus deltoides Cottonwood 13 Fair DADB 216 Prunus serotina Black cherry 9 Fair DADB 217 Prunus serotina Black cherry 6 Fair DADB 218 Populus deltoides Cottonwood 13 Fair DADB 219 Prunus serotina Black cherry 15 Fair DADB 220 Prunus serotina Black cherry 11 Fair DADB 221 Populus deltoides Cottonwood 24 Fair DADB 222 Populus deltoides Cottonwood 12 Fair DADB 223 Prunus serotina Black cherry 12 Fair DADB 224 Prunus serotina Black cherry 17 Fair DADB 225 Prunus serotina Black cherry 16 Fair DADB 226 Prunus serotina Black cherry 16 Fair DADB 227 Quercus macrocarpa Bur oak 27 Fair DADB 228 Prunus serotina Black cherry 8 Fair DADB 229 Quercus macrocarpa Bur oak 22 Fair DADB 230 Prunus serotina Black cherry 15 Fair DADB 231 Prunus serotina Black cherry 6 Fair DADB 232 Prunus serotina Black cherry 8 Fair DADB 233 Prunus serotina Black cherry 8 Fair DADB 234 Prunus serotina Black cherry 12 Fair DADB 235 Populus deltoides Cottonwood 12 Fair DADB 236 Quercus ellipsoidalis Pin oak 10 Fair DADB 237 Quercus macrocarpa Bur oak 15 Fair DADB 238 Quercus macrocarpa Bur oak 18 Fair DADB 239 Prunus serotina Black cherry 20 Fair DADB 240 Quercus macrocarpa Bur oak 20 Fair DADB 241 Prunus serotina Black cherry 7 Fair DADB 242 Prunus serotina Black cherry 16 Fair DADB 243 Prunus serotina Black cherry 12 Fair DADB 244 Quercus ellipsoidalis Pin oak 18 Fair DADB 245 Prunus serotina Black cherry 8 Fair DADB 246 Fraxinus pennsylvanica Green ash 15 Dead DADB 247 Quercus macrocarpa Bur oak 7 Fair DADB 248 Populus deltoides Cottonwood 12 Fair DADB 249 Populus deltoides Cottonwood 14 Fair DADB 250 Populus deltoides Cottonwood 13 Fair DADB 251 Quercus macrocarpa Bur oak 22 Fair DADB 252 Populus deltoides Cottonwood 16 Fair DADB 253 Prunus serotina Black cherry 7 Fair DADB 254 Populus deltoides Cottonwood 13 Fair DADB 255 Populus deltoides Cottonwood 16 Fair DADB 256 Prunus serotina Black cherry 6 Fair DADB 257 Quercus macrocarpa Bur oak 7 Fair DADB 258 Quercus ellipsoidalis Pin oak 14 Fair DADB 259 Populus deltoides Cottonwood 14 Fair DADB 260 Ulmus americana American elm 25 Fair DADB 261 Prunus serotina Black cherry 30 Fair DADB 262 Acer negundo Boxelder 18 Fair DADB 263 Quercus macrocarpa Bur oak 20 Fair DADB 264 Ulmus americana American elm 24 Fair DADB 265 Quercus ellipsoidalis Pin oak 21 Fair DADB 266 Quercus rubra Red oak 15 Fair DADB 267 Quercus rubra Red oak 12 Fair DADB 268 Ulmus americana American elm 14 Fair DADB 269 Populus deltoides Cottonwood 12 Fair DADB 270 Prunus serotina Black cherry 11 Fair DADB 271 Ulmus americana American elm 14 Fair DADB 272 Prunus serotina Black cherry 19 Fair TA 273 Prunus serotina Black cherry 14 Fair DADB 274 Quercus macrocarpa Bur oak 22 Fair DADB 275 Prunus serotina Black cherry 14 Fair DADB 276 Quercus macrocarpa Bur oak 7 Fair DADB 277 Prunus serotina Black cherry 9 Fair DADB 278 Prunus serotina Black cherry 13 Fair DADB 279 Quercus rubra Red oak 12 Dead DADB 280 Prunus serotina Black cherry 11 Fair DADB 281 Prunus serotina Black cherry 12 Fair DADB 282 Prunus serotina Black cherry 11 Fair DADB 283 Prunus serotina Black cherry 13 Fair DADB 284 Populus deltoides Cottonwood 16 Fair DADB 285 Prunus serotina Black cherry 10 Fair DADB 286 Quercus macrocarpa Bur oak 8 Fair DADB 287 Quercus rubra Red oak 20 Fair DADB Page 75 of 113 288 Prunus serotina Black cherry 11 Fair DADB 289 Quercus bicolor Swamp white oak 12 Fair DADB 290 Quercus bicolor Swamp white oak 11 Fair DADB 291 Quercus macrocarpa Bur oak 10 Fair DADB 292 Quercus macrocarpa Bur oak 7 Fair DADB 293 Quercus ellipsoidalis Pin oak 19 Fair DADB 294 Quercus macrocarpa Bur oak 11 Fair DADB 295 Quercus macrocarpa Bur oak 11 Fair DADB 296 Prunus serotina Black cherry 19 Fair DADB 297 Populus deltoides Cottonwood 13 Fair DADB 298 Quercus macrocarpa Bur oak 6 Fair DADB 299 Prunus serotina Black cherry 9 Fair DADB 300 Quercus ellipsoidalis Pin oak 20 Fair DADB 301 Quercus rubra Red oak 23 Dead DADB 302 Fraxinus pennsylvanica Green ash 14 Dead DADB 303 Quercus macrocarpa Bur oak 9 Fair DADB 304 Quercus macrocarpa Bur oak 9 Fair DADB 305 Ulmus americana American elm 19 Fair DADB 306 Quercus ellipsoidalis Pin oak 9 Fair DADB 307 Quercus rubra Red oak 11 Fair DADB 308 Prunus serotina Black cherry 10 Fair DADB 309 Quercus macrocarpa Bur oak 17 Fair DADB 310 Quercus macrocarpa Bur oak 23 Fair DADB 311 Quercus rubra Red oak 15 Dead DADB 312 Prunus serotina Black cherry 10 Fair DADB 313 Quercus macrocarpa Bur oak 20 Fair DADB 314 Prunus serotina Black cherry 9 Fair DADB 315 Quercus alba White oak 18 Fair DADB 316 Quercus macrocarpa Bur oak 27 Fair DADB 317 Quercus macrocarpa Bur oak 27 Fair DADB 318 Quercus rubra Red oak 15 Dead DADB 319 Quercus rubra Red oak 12 Dead DADB 320 Quercus rubra Red oak 14 Dead DADB 321 Quercus macrocarpa Bur oak 6 Fair DADB 322 Quercus rubra Red oak 14 Dead DADB 323 Quercus rubra Red oak 15 Dead DADB 324 Quercus rubra Red oak 6 Fair DADB 325 Quercus rubra Red oak 15 Fair DADB 326 Quercus macrocarpa Bur oak 18 Fair DADB 327 Quercus macrocarpa Bur oak 16 Fair DADB 328 Quercus macrocarpa Bur oak 21 Poor DADB 329 Prunus serotina Black cherry 8 Fair DADB 330 Quercus ellipsoidalis Pin oak 19 Fair DADB 331 Quercus macrocarpa Bur oak 25 Fair DADB 332 Quercus macrocarpa Bur oak 28 Fair DADB 333 Quercus macrocarpa Bur oak 19 Fair DADB 334 Quercus macrocarpa Bur oak 16 Fair DADB 335 Quercus ellipsoidalis Pin oak 14 Dead DADB 336 Quercus ellipsoidalis Pin oak 12 Fair DADB 337 Quercus rubra Red oak 8 Fair DADB 338 Quercus macrocarpa Bur oak 8 Fair DADB 339 Prunus serotina Black cherry 7 Fair DADB 340 Quercus ellipsoidalis Pin oak 15 Fair DADB 341 Quercus ellipsoidalis Pin oak 13 Fair DADB 342 Quercus ellipsoidalis Pin oak 7 Fair DADB 343 Quercus rubra Red oak 15 Fair DADB 344 Prunus serotina Black cherry 6 Fair DADB 345 Quercus rubra Red oak 7 Fair DADB 346 Quercus ellipsoidalis Pin oak 13 Fair DADB 347 Quercus rubra Red oak 8 Poor DADB 348 Quercus rubra Red oak 11 Poor DADB 349 Quercus rubra Red oak 6 Poor DADB 350 Quercus rubra Red oak 13 Fair DADB 351 Quercus rubra Red oak 14 Poor DADB 352 Quercus rubra Red oak 11 Fair DADB 353 Quercus rubra Red oak 14 Dead DADB 354 Quercus rubra Red oak 12 Dead DADB 355 Quercus ellipsoidalis Pin oak 14 Fair DADB 356 Quercus macrocarpa Bur oak 10 Fair DADB 357 Quercus ellipsoidalis Pin oak 17 Fair DADB 358 Quercus macrocarpa Bur oak 10 Fair DADB 359 Quercus macrocarpa Bur oak 10 Fair DADB 360 Quercus macrocarpa Bur oak 8 Fair DADB 361 Quercus macrocarpa Bur oak 9 Fair DADB 362 Prunus serotina Black cherry 17 Fair DADB 363 Ulmus americana American elm 21 Fair DADB 364 Populus deltoides Cottonwood 48 Fair DADB 365 Populus deltoides Cottonwood 29 Fair DADB 366 Fraxinus pennsylvanica Green ash 8 Dead DADB 367 Prunus serotina Black cherry 19 Fair DADB 368 Prunus serotina Black cherry 11 Fair DADB 369 Quercus rubra Red oak 15 Fair DADB 370 Quercus ellipsoidalis Pin oak 15 Fair DADB 371 Populus deltoides Cottonwood 15 Fair DADB 372 Quercus macrocarpa Bur oak 11 Fair DADB Damage to trunk from bulldozer 373 Populus deltoides Cottonwood 12 Fair DADB 374 Populus deltoides Cottonwood 15 Fair DADB 375 Quercus ellipsoidalis Pin oak 8 Fair DADB 376 Populus deltoides Cottonwood 12 Fair DADB 377 Quercus rubra Red oak 9 Fair DADB 378 Prunus serotina Black cherry 8 Fair DADB 379 Prunus serotina Black cherry 12 Fair DADB Edge of bulldozer area 380 Ulmus americana American elm 20 Fair DADB 381 Prunus serotina Black cherry 6 Fair DADB 382 Quercus rubra Red oak 18 Fair DADB 383 Ulmus americana American elm 13 Fair DADB Page 76 of 113 384 Ulmus americana American elm 13 Fair DADB 385 Prunus serotina Black cherry 8 Fair DADB Edge of bulldozer area Page 77 of 113 AC T I V I T Y C E N T E R P A R K I N G L O T L I G H T P H O T O M E T R I C Designer Date 02/27/2025 Scale Not to Scale Drawing No. Summary 1 of 1 Statistics Description Symbol Avg Min Max/Min Avg/Min Max Parking lot & Roadway 1.1 fc 0.0 fc N/A N/A 3.4 fc Schedule Symbol Label Image Quantity Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Plot Wattage AA3 5 Lithonia Lighting DSX1 LED P5 40K T3MMVOLT DSX1 LED P5 40K T3M MVOLT 1 15377 0.81 138 AA4 3 Lithonia Lighting DSX1 LED P5 40K T4M MVOLT DSX1 LED P5 40K T4M MVOLT 1 15495 0.81 138 Current View Page 78 of 113 UP 36" UP MAIN ENTRANCE PAC ENTRANCE LIBRARY CLASSROOM ADDITION COURTYARD 2 COURTYARD 3COURTYARD 1 GAME GYM AUDITORIUM KITCHEN ACTIVITIES CENTER STUDENT CENTER NORTH COMMONS AUXILIARY GYM OFFICE COUNSELING SERVICES CHOIR BAND LOADING DOCK NEW STORMWATER PONDSCHWARZ POND FIELDS CHILLER STORAGE SKYWAY LINK ABOVE MECH LOBBY LOBBY CLASSROOMS MECH TOILETS ACTIVITY CENTER AUXILIARY GYM PARKING CONNECTION TO LIBRARY CLASSROOMS FLEX FLEX CLASSROOMS CLASSROOMS CLASSROOMS CLASSROOMS CONNECTION TO BUILDING CLASSROOMS SCIENCE CLASSROOMS SCIENCE CLASSROOMS CLASSROOMS CONNECTION TO BUILDING Autodesk Docs://ISD 196 - 2024 Rosemount High School Addition and Renovation/ROSEMOUNT HIGH SCHOOL (R23).rvt 2/25/2025 6:10:16 PM INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations February 12, 2025 Comm No: 232218FLOOR PLANS AC MAIN LEVEL FLOOR PLAN MAIN LEVEL FLOOR PLAN NORTH CLASSROOM ADDITION ACTIVITY CENTER ADDITION CLASSROOM ADDITION FLOOR PLANS MAIN LEVEL THIRD LEVEL Page 79 of 113 30 " FIRST LEVEL 100'-0" (2024) SECOND LEVEL 112'-6" (2024) THIRD LEVEL 125'-0" 04.12 04.14 PENTHOUSE 138'-6 1/2" T.O. WALL -AREA B PENTHOUSE 156'-0" 26.02 26.02 05.4007.9304.64 07.93 9'- 0 " 9'- 0 " 08.01 <varies> 04.12 08.43 04.13 04.12 08.43 TYP TYP TYP TYP 05.40 TYP TYP 04.14 BRICK LEDGE 98'-8" BRICK LEDGE 98'-8" BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" (2024) SECOND LEVEL 112'-6" (2024) THIRD LEVEL 125'-0" T.O. WALL 140'-0" 26.0207.9304.13 04.12 BRICK LEDGE 98'-8" 9'- 0 " SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" (2024) SECOND LEVEL 112'-6" (2024) THIRD LEVEL 125'-0" PENTHOUSE 138'-6 1/2" T.O. WALL -AREA B PENTHOUSE 156'-0" 05.40 T.O. WALL 140'-0" 08.01 04.63 07.94 04.64 TYP TYP 04.13 TYP TYP 05.40 07.9404.13 04.12 TYP PENTHOUSE 138'-6 1/2" T.O. WALL -AREA B PENTHOUSE 156'-0" 07.40 07.5405.40 1' - 0 " 08.43 04.1304.12 T.O. BRICK 134'-0" T.O. WALL 140'-0" 05.40 07.93 04.13 04.12 _______D1 A4.206 1' - 0 " BC1 A5 . 1 0 2 Si m F1 A5.102 Sim D1 A5 . 1 0 2 Si m F2 A5.102 Sim E2 A5.102 Sim F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 3 : 3 3 : 1 1 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.102 EXTERIOR ELEVATIONS - AREA B 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION SK KS/TF 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT KEYNOTE LEGEND KEY DESCRIPTION 04.12 BRICK 2 - RUNNING BOND 04.13 BRICK 2 - SOLDIER COURSE 04.14 BRICK 2 - ROWLOCK 04.63 BRICK ROWLOCK 04.64 BRICK EXPANSION JOINT 05.40 ROOF ACCESS LADDER 07.40 METAL FLASHING 07.54 PRE-FINISHED 8" METAL COPING (KYNAR PAINT FINISH). 07.93 PREFINISHED METAL COPING, 1 07.94 PREFINISHED METAL COPING, 2 08.01 EXTERIOR GLAZING, SEE OPENING TYPES 08.43 HOLLOW METAL DOOR AND FRAME 26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC. <varies> 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA B - WESTC1 6'12' KEY PLAN A B C D E F H J K L G M N P 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA B - SOUTHF1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA B - EASTD1 6' 12' Revisions Description Date Num 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA B -SOUTH PENTHOUSEE2 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION- AREA B -SOUTHF2 6' 12' CITY SUBMITTAL Page 80 of 113 30 " FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" IMC LEVEL D 90'-0" LOWER LEVEL 1973 87'-8" (2024) SECOND LEVEL 112'-6" (2024) THIRD LEVEL 125'-0" 04.14 04.62 PENTHOUSE 138'-6 1/2" T.O. WALL -AREA B PENTHOUSE 156'-0" T.O. WALL 140'-0" 04.12 07.9404.64 07.40 07.40 04.64 08.42 08.0608.42 08.01 TYP TYP TYP TYP 04.13 04.12 07.94 05.40 TYP 08.06 TYP BRICK LEDGE 100'-0" TYP 08.01 FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" T.O. BRICK 134'-0" IMC LEVEL D 90'-0" (2024) SECOND LEVEL 112'-6" (2024) THIRD LEVEL 125'-0" PENTHOUSE 138'-6 1/2" T.O. WALL -AREA B PENTHOUSE 156'-0" T.O. WALL 140'-0" 07.94 07.4007.90 08.0604.12 08.06 07.94 TYP 26.02 04.1304.12 TYP TYP TYP BRICK LEDGE 98'-8" 9'- 0 " B F1 A5.103 Sim C1 A5 . 1 0 3 Si m F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 3 : 3 4 : 4 5 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.103 EXTERIOR ELEVATIONS - AREA B 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION SK KS/TF 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT Revisions Description Date Num 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA B - EASTC1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA B - NORTHF1 6' 12' KEYNOTE LEGEND KEY DESCRIPTION 04.12 BRICK 2 - RUNNING BOND 04.13 BRICK 2 - SOLDIER COURSE 04.14 BRICK 2 - ROWLOCK 04.62 BRICK SOLDIER COURSE, PROJECT 1/2" OFF VENEER FACE, MATCH ADJACENT MASONRY COLOR. 04.64 BRICK EXPANSION JOINT 05.40 ROOF ACCESS LADDER 07.40 METAL FLASHING 07.90 EXTERIOR EXPANSION JOINT COVER. 07.94 PREFINISHED METAL COPING, 2 08.01 EXTERIOR GLAZING, SEE OPENING TYPES 08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM 08.42 EXTERIOR ALUMINUM CURTAIN WALL FRAMING (2-1/2" x 6" ) WITH BRONZE ANODIZED FINISH 26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC. CITY SUBMITTAL Page 81 of 113 FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" T.O. BRICK 134'-0" 26.02 04.12 04.13 TYP 9'- 0 " FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" 05.5007.94 05.52 04.12 04.1204.12 TYPTYP T.O. PENTHOUSE (D) 126'-8" T.O. WALL LOW (D/E/F) 119'-0" TYP 04.14 TYP 04.13 08.0608.01 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" T.O. BRICK 134'-0" FIRST LEVEL (2005) 98'-0" 04.13 04.12 04.12 04.12 08.01 TYPTYP T.O. WALL AREA D 116'-8" 07.94 TYP 04.1404.1304.12 TYP TYPTYP 07.94 TYP BRICK LEDGE 98'-8"BRICK LEDGE 98'-8"04.14 TYP FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 2005_SECOND LEVEL 110'-0" 04.12 04.62 05.5207.94 07.94 T.O. PENTHOUSE (D) 126'-8" T.O. WALL LOW (D/E/F) 119'-0" T.O. WALL HIGH (D/E/F) 120'-6" 05.52 08.06 08.06 04.10 04.11 05.52 04.10 04.1104.12 05.51 05.52 08.06 05.52 05.50 07.94 04.12 T.O. WALL AREA D 116'-8" 07.93 04.13 TYP TYP TYPTYP 08.06 BRICK LEDGE 98'-8"BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 05.50 04.12 08.01 T.O. PENTHOUSE (D) 126'-8" T.O. WALL LOW (D/E/F) 119'-0" 08.06 TYP TYP T.O. WALL AREA D 116'-8" 07.9404.14 04.1305.52 04.1304.12 04.12 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 05.52 07.9426.02 04.12 04.13 08.06 TYP TYP BRICK LEDGE 98'-8" 11 ' - 6 " FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 05.51 04.10 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 05.51 04.10BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 05.51 04.10 BRICK LEDGE 98'-8" 07.93 FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 05.51 04.10 BRICK LEDGE 98'-8" 07.93 FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 04.10 05.51 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 05.51 04.10 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 05.51 04.10BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 05.51 04.10 BRICK LEDGE 98'-8" D D1 A5.104 Sim C1 A5.104 Sim C5 A5 . 1 0 4 Si m B7 A5 . 1 0 4 Si m F2 A5 . 1 0 4 Si m F1 A5 . 1 0 4 Si m E1 A5 . 1 0 4 Sim E2 A5 . 1 0 4 Si m E4 A5 . 1 0 4 Si m E5 A5 . 1 0 4 Si m F4 A5 . 1 0 4 Si m F5 A5 . 1 0 4 Si m B5 A5 . 1 0 4 Si m B1 A5.104 Sim F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 3 : 3 8 : 2 0 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.104 EXTERIOR ELEVATIONS - AREA D 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION Checker Author 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D - NORTHB1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATIONS - AREA D - EAST COURTYARDB7 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D - NORTH COURTYARDD1 6' 12'KEY PLAN A B C D E F H J K L G M N P 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D - SOUTH COURTYARDC1 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D - WEST COURTYARDC5 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D - WESTB5 6' 12' KEYNOTE LEGEND KEY DESCRIPTION 04.10 BRICK 1 - RUNNING BOND 04.11 BRICK 1 - SOLDIER COURSE 04.12 BRICK 2 - RUNNING BOND 04.13 BRICK 2 - SOLDIER COURSE 04.14 BRICK 2 - ROWLOCK 04.62 BRICK SOLDIER COURSE, PROJECT 1/2" OFF VENEER FACE, MATCH ADJACENT MASONRY COLOR. 05.50 METAL WALL PANEL 1 05.51 FLAT-LOCK PANEL 1 05.52 FLAT-LOCK PANEL 2 07.93 PREFINISHED METAL COPING, 1 07.94 PREFINISHED METAL COPING, 2 08.01 EXTERIOR GLAZING, SEE OPENING TYPES 08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM 26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC. Revisions Description Date Num 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D COURTYARD - WESTF1 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D COURTYARD - EASTF2 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D COURTYARD - WESTE1 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D COURTYARD - EASTE2 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D COURTYARD - WESTE5 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D COURTYARD - EASTE4 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D COURTYARD - EASTF4 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA D COURTYARD - WESTF5 6' 12' CITY SUBMITTAL Page 82 of 113 FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 05.51 04.10 04.11 07.93 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 07.93 05.51 04.10 04.11 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 07.93 05.51 04.10 04.11 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" T.O. BRICK 134'-0" 04.12 TYP FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 05.51 04.10 04.11 05.51 08.06 07.94 08.06 T.O. WALL LOW (D/E/F) 119'-0" T.O. WALL HIGH (D/E/F) 120'-6" 05.5107.93 07.9307.93 04.10 04.11 04.12 07.94 05.52 04.12 04.10 04.11 T.O. WALL AREA D 116'-8" 04.12BRICK LEDGE 98'-8" BRICK LEDGE 98'-8" 08.06 04.13 FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 05.50 07.94 08.0104.12 T.O. PENTHOUSE (D) 126'-8" 08.01 04.12 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 04.12 07.9408.01 BRICK LEDGE 98'-8" E B1 A5.105 Sim C1 A5.105 Sim B4 A5 . 1 0 5 Si m C4 A5 . 1 0 5 Si m E1 A5 . 1 0 5 Si m E2 A5 . 1 0 5 Si m E1 A5 . 1 0 5 Si m F1 A5 . 1 0 5 Si m X-97 A5.105 Sim FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 07.93 05.51 04.10 04.11 BRICK LEDGE 98'-8" 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA E - WEST COURTYARDB4 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA E - EAST COURTYARDC4 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA E - NORTH COURTYARDB1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA E - SOUTH COURTYARDC1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA E - EAST COURTYARDE1 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA E - WEST COURTYARDE2 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA E - WEST COURTYARDF1 6' 12'F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 3 : 4 0 : 3 2 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.105 EXTERIOR ELEVATIONS - AREA E 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION Checker Author 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT KEY PLAN A B C D E F H J K L G M N P KEYNOTE LEGEND KEY DESCRIPTION 04.10 BRICK 1 - RUNNING BOND 04.11 BRICK 1 - SOLDIER COURSE 04.12 BRICK 2 - RUNNING BOND 04.13 BRICK 2 - SOLDIER COURSE 05.50 METAL WALL PANEL 1 05.51 FLAT-LOCK PANEL 1 05.52 FLAT-LOCK PANEL 2 07.93 PREFINISHED METAL COPING, 1 07.94 PREFINISHED METAL COPING, 2 08.01 EXTERIOR GLAZING, SEE OPENING TYPES 08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM Revisions Description Date Num 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA E - EAST COURTYARDF2 6' 12' CITY SUBMITTAL Page 83 of 113 FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 05.51 04.10BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 05.51 04.10BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" TO MASONRY AUD HOUSE 127'-4" 08.0604.12 26.02 07.94 08.06 12 ' - 0 " FIRST LEVEL 100'-0" T.O. JOIST -ADDITION 113'-3 1/8" 04.12 08.01 07.9408.06 TYP BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" 05.5208.06 T.O. WALL LOW (D/E/F) 119'-0" T.O. WALL HIGH (D/E/F) 120'-6" 08.06 04.10 TYP 04.13 05.51 TYP 07.94 04.12BRICK LEDGE 98'-8"BRICK LEDGE 98'-8" LOWER LEVEL (1963) 88'-0" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" T.O. BRICK 134'-0" LOWER LEVEL 1973 87'-8" 04.12 TYP FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" T.O. BRICK 134'-0" 26.0204.12 TYP BRICK LEDGE FIRST LEVEL 100'-0" T.O. WALL HIGH (D/E/F) 120'-6" 05.51 04.10BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" T.O. WALL HIGH (D/E/F) 120'-6" 04.10 05.51 BRICK LEDGE 98'-8" F C3 A5 . 1 0 6 Si m B1 A5.106 Sim B5 A5.106 Sim F1 A5 . 1 0 6 Si m F3 A5 . 1 0 6 Sim C1 A5 . 1 0 6 Si m F6 A5 . 1 0 6 Si m F4 A5 . 1 0 6 Si m E1 A5.106 Sim X- 8 1 A5 . 1 0 6 Si m 0 1/8" = 1'-0" EXTEERIOR ELEVATION - AREA F - NORTHE1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA F - SOUTHB1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA F - EAST COURTYARDF4 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA F - WEST COURTYARDF1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA F - EAST COURTYARDC1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATIONS - AREA F - SOUTH COURTYARDB5 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA 'F' WEST COURTYARDC3 6' 12' F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 3 : 4 2 : 4 8 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.106 EXTERIOR ELEVATIONS - AREA F 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION Checker Author 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT KEY PLAN A B C D E F H J K L G M N P KEYNOTE LEGEND KEY DESCRIPTION 04.10 BRICK 1 - RUNNING BOND 04.12 BRICK 2 - RUNNING BOND 04.13 BRICK 2 - SOLDIER COURSE 05.51 FLAT-LOCK PANEL 1 05.52 FLAT-LOCK PANEL 2 07.94 PREFINISHED METAL COPING, 2 08.01 EXTERIOR GLAZING, SEE OPENING TYPES 08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM 26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC. Revisions Description Date Num 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA F - EAST COURTYARDF3 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA F - WEST COURTYARDF6 6' 12' CITY SUBMITTAL Page 84 of 113 FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 2005_SECOND LEVEL 110'-0" 08.06 05.5107.94 04.10 04.11 04.10 04.11 26.02 07.9308.0605.52 T.O. WALL AREA D 116'-8" BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 07.93 05.51 04.11 04.10 05.5005.51 08.06 04.13 07.94 04.12 04.11 04.10 T.O. PENTHOUSE (D) 126'-8" T.O. WALL LOW (D/E/F) 119'-0" T.O. WALL HIGH (D/E/F) 120'-6" 07.94 07.93 08.06 08.06 08.06 T.O. WALL AREA D 116'-8" BRICK LEDGE 98'-8"BRICK LEDGE 98'-8"BRICK LEDGE 97'-0" 05.52 FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 04.12 07.94 04.13 BRICK LEDGE 97'-0" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 2005_SECOND LEVEL 110'-0" 07.94 05.50 08.06 T.O. PENTHOUSE (D) 126'-8" T.O. WALL LOW (D/E/F) 119'-0" T.O. WALL HIGH (D/E/F) 120'-6" 08.06 04.1004.11 T.O. WALL AREA D 116'-8" 07.94 07.93 05.51 05.50 BRICK LEDGE 95'-4" TYP TYP FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" THIRD LEVEL 122'-8" 2005_SECOND LEVEL 110'-0" 05.50 08.02 05.50 07.94 T.O. PENTHOUSE (D) 126'-8" T.O. WALL LOW (D/E/F) 119'-0" T.O. WALL HIGH (D/E/F) 120'-6" 07.93 04.12 TYP 07.94 H J C1 A5.108 Sim B1 A5.108 Sim E1 A5 . 1 0 8 Sim B3 A5 . 1 0 8 Si m F1 A5.108 Sim E2 A5.108 Sim D1 A5 . 1 0 8 Sim D3 A5 . 1 0 8 Si m D2 A5 . 1 0 8 Si m D5 A5 . 1 0 8 Si m D6 A5 . 1 0 8 Si m D4 A5 . 1 0 8 Si m FIRST LEVEL 100'-0" 04.11 04.10 05.51 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" 07.9404.13 04.13 04.12 BRICK LEDGE 97'-0" FIRST LEVEL 100'-0" 04.11 04.10 05.51 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 04.11 04.10 07.9305.51 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" 05.51 04.11 04.10 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" 05.51 04.11 04.10 BRICK LEDGE 98'-8" FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 04.11 04.10 07.93 05.51 BRICK LEDGE 98'-8" F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 3 : 4 6 : 4 5 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.108 EXTERIOR ELEVATIONS - AREA H/J 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION Checker Author 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA H - NORTHB1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA H - WESTB3 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA H - EASTE1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA H - SOUTHC1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA - 'J' SOUTHF1 6' 12' KEY PLAN A B C D E F H J K L G M N P MATERIALS KEY KEY MATERIAL 04.10 BRICK 1 - RUNNING BOND 04.11 BRICK 1 - SOLDIER COURSE 04.12 BRICK 2 - RUNNING BOND 04.13 BRICK 2 - SOLDIER COURSE 05.50 METAL WALL PANEL 1 05.51 FLAT-LOCK PANEL 1 05.52 FLAT-LOCK PANEL 2 07.93 PREFINISHED METAL COPING, 1 07.94 PREFINISHED METAL COPING, 2 08.02 EXTERIOR GLAZING, SEE CURTAINWALL ELEVATION 08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM 26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC. Revisions Description Date Num 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA H - WESTD1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA H TRASH ENCLOSURE - SOUTHE2 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA H - EASTD2 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA H - EASTD4 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA H - WESTD5 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA H - EASTD6 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA H - EASTD3 6' 12' CITY SUBMITTAL Page 85 of 113 FIRST LEVEL 100'-0" 07.94 05.51 T.O. WALL LOW (D/E/F) 119'-0" 07.93 T.O. WALL AREA D 116'-8" FIRST LEVEL 100'-0" THIRD LEVEL 122'-8" TO MASONRY AUD HOUSE 127'-4" ACTIVITIES CENTER UPPER LEVEL 106'-4" B.O. DECK SKYWAY 121'-2" 05.51 2024 -AREA L DOOR 93'-8" PEDESTRIAN WALKWAY LEVEL 107'-8" 26.02 07.9304.13 04.1204.14 04.1004.11 07.94 07.93 T.O. WALL AREA D 116'-8" BRICK LEDGE 94'-0" 9'- 0 " 08.06 LK C1 A5.109 Sim B1 A5 . 1 0 9 Si m E1 A5.109 Sim B6 A5.109 Sim F1 A5.109 Sim F3 A5 . 1 0 9 Si m FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" LOWER LEVEL (1968/1970) 87'-4" T.O. MASONRY -BAND ROOM 125'-4" 2024 -AREA L DOOR 93'-8" 04.1204.1404.13 05.51 04.11 04.10 08.0107.9307.94 BRICK LEDGE 94'-0"08.4326.02 9'- 0 " FIRST LEVEL 100'-0" 2024 -AREA L DOOR 93'-8" 04.12 FIRST LEVEL 100'-0" TO MASONRY PAC LOBBY 116'-0" 05.51 07.93 FIRST LEVEL 100'-0" SECOND LEVEL 111'-4" 07.9305.51 F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 3 : 5 0 : 1 6 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.109 EXTERIOR ELEVATIONS - AREA K/L 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION Checker LH 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA K - SOUTHE1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA L - SOUTHC1 6' 12' KEY PLAN A B C D E F H J K L G M N P MATERIALS KEY KEY MATERIAL 04.10 BRICK 1 - RUNNING BOND 04.11 BRICK 1 - SOLDIER COURSE 04.12 BRICK 2 - RUNNING BOND 04.13 BRICK 2 - SOLDIER COURSE 04.14 BRICK 2 - ROWLOCK 05.51 FLAT-LOCK PANEL 1 07.93 PREFINISHED METAL COPING, 1 07.94 PREFINISHED METAL COPING, 2 08.01 EXTERIOR GLAZING, SEE OPENING TYPES 08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM 08.43 HOLLOW METAL DOOR AND FRAME 26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC. Revisions Description Date Num 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA L - EASTB1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA L - SOUTHB6 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA L - WESTF3 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA L - SOUTHF1 6' 12' CITY SUBMITTAL Page 86 of 113 ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" T.O. PRECAST ACTIVITIES CENTER 128'-6" 08.4304.10 03.01 PRECAST BEARING ELEVATION 92'-2" PEDESTRIAN WALKWAY LEVEL 107'-8" T.O. PCC -AREA M/N 127'-6" TYPE M2 10'-0" TYPE M2 10'-0" TYPE M2 10'-0" TYPE M2 10'-0" TYPE M2 10'-0" 05.51 04.11 TYP05.4007.93 08.43 BRICK LEDGE 93'-0" 03.01 03.01BRICK LEDGE 93'-0"08.43 TYPE M6 13'-1" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 20'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" T.O. PRECAST ACTIVITIES CENTER 128'-6" 03.01 05.51 04.1004.11 PRECAST BEARING ELEVATION 92'-2" PEDESTRIAN WALKWAY LEVEL 107'-8" T.O. PCC -AREA M/N 127'-6" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M1 10'-0" TYPE M3 10'-0" TYPE M7 10'-0" TYPE M7 10'-0" TYPE M7 10'-0" 07.93 08.43 05.5105.40 TYP 07.93 08.06 BRICK LEDGE 93'-0" ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" B.O. DECK SKYWAY 121'-2" PEDESTRIAN WALKWAY LEVEL 107'-8" 05.5107.93 08.06 1997_WEIGHT RM 89'-10 1/2" ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" B.O. DECK SKYWAY 121'-2" PRECAST BEARING ELEVATION 92'-2" PEDESTRIAN WALKWAY LEVEL 107'-8" T.O. PCC -AREA M/N 127'-6" 03.01 TYPE M8 10'-0" TYPE M8 10'-0" TYPE M8 10'-0" TYPE M8 10'-0" TYPE M8 10'-0" TYPE M5 10'-0" TYPE M4 10'-0" TYPE M4 10'-0" TYPE M4 10'-0" TYPE M4 10'-0" 07.9305.51 TYPE M6 4'-7" TYPE M6 10'-0" TYPE M6 10'-0" TYPE M6 10'-0" TYPE M6 10'-0" TYP 08.06 E1 A5.505 _______ M C2 A5.110 Sim E1A5.110 Sim F1 A5.110 Sim C1 A5.110 Sim B1A5.110 Sim ACTIVITIES CENTER UPPER LEVEL 106'-4" B.O. DECK SKYWAY 121'-2" 2024 -AREA L DOOR 93'-8" PEDESTRIAN WALKWAY LEVEL 107'-8" 05.51 07.93 26.02 08.06 9'- 0 " F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 4 : 0 5 : 3 0 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.110 EXTERIOR ELEVATIONS - AREA M 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION KS/SK LH 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA M - WEST WALLF1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA M - NORTH WALLB1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA M - SOUTH/EAST WALLC2 6' 12' KEY PLAN A B C D E F H J K L G M N P MATERIALS KEY KEY MATERIAL 03.01 ARCHITECTURAL PRECAST CONCRETE, SEE PRECAST ELEVATIONS FOR FINISH TYPES AND TRANSITIONS 04.10 BRICK 1 - RUNNING BOND 04.11 BRICK 1 - SOLDIER COURSE 05.40 ROOF ACCESS LADDER 05.51 FLAT-LOCK PANEL 1 07.93 PREFINISHED METAL COPING, 1 08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM 08.43 HOLLOW METAL DOOR AND FRAME 26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC. Revisions Description Date Num 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA M - SOUTH WALLE1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA M - NORTH/WEST WALLC1 6' 12' CITY SUBMITTAL Page 87 of 113 SECOND LEVEL 111'-4" ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" T.O. PRECAST ACTIVITIES CENTER 128'-6" PRECAST BEARING ELEVATION 92'-2" PEDESTRIAN WALKWAY LEVEL 107'-8" T.O. PCC -AREA M/N 127'-6" 03.01 04.10 08.06 04.11 TYPE M5 6'-0" TYP 05.51 04.11 04.10 08.43 TYPE P6 10'-0" TYPE P1 10'-0" TYPE P1 10'-0" TYPE P1 10'-0" TYPE P1 10'-0" TYPE P4 10'-0" TYPE P9 40'-0" TYP 07.9303.01 TYP 08.0605.5308.43 04.1004.11 TYPTYP T.O. WALL AREA D 116'-8" 08.01 08.01 08.0108.06 08.01 08.01 08.01 08.01 08.01 BRICK LEDGE 93'-0" BRICK LEDGE 93'-0" 05.51 05.51 05.51 08.43 TYPE M4 10'-0" TYPE N5 45'-4" TYPE N4 20'-0" TYPE N4 20'-0" TYPE N4 10'-0" TYPE N4 10'-0" TYPE N4 10'-0" TYPE N4 10'-0" TYPE N4 10'-0" TYPE N4 10'-0"TYPE N4 10'-0" ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" 04.10 04.11 05.51 BRICK LEDGE 93'-0" ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" 05.51 04.1104.10 BRICK LEDGE 93'-0" ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" T.O. PRECAST ACTIVITIES CENTER 128'-6" 03.01 PRECAST BEARING ELEVATION 92'-2" PEDESTRIAN WALKWAY LEVEL 107'-8" T.O. PCC -AREA M/N 127'-6" 05.51 07.93 04.1104.1008.44 TYP TYPE P8 13'-6" TYPE P1 10'-0" TYPE P1 10'-0" TYPE P1 10'-0" TYPE P1 10'-0" TYPE P1 10'-0" TYPE P1 10'-0" TYPE P10 44'-6" 08.01 05.53 TYP 04.10 04.11 05.5107.93 08.06 05.40 TYPE N4 10'-0" TYPE N4 10'-0" TYPE N4 10'-0" TYPE N4 10'-0" TYPE N4 10'-0" 5'-2" TYP TYP 05.5108.06 04.1104.10 TYP 08.01 08.01 08.01 08.43 08.43BRICK LEDGE 92'-10"BRICK LEDGE 92'-10"BRICK LEDGE 93'-0" TYP TYP 03.01 08.43 08.43 P D1 A5.111 Sim B1 A5.111 Sim F2 A5.111 Sim F1 A5.111 Sim N 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA N & P - EASTD1 6' 12' F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 4 : 2 9 : 4 0 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.111 EXTERIOR ELEVATIONS - AREA N/P 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION KS/SK LH 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT KEY PLAN A B C D E F H J K L G M N P MATERIALS KEY KEY MATERIAL 03.01 ARCHITECTURAL PRECAST CONCRETE, SEE PRECAST ELEVATIONS FOR FINISH TYPES AND TRANSITIONS 04.10 BRICK 1 - RUNNING BOND 04.11 BRICK 1 - SOLDIER COURSE 05.40 ROOF ACCESS LADDER 05.51 FLAT-LOCK PANEL 1 05.53 INSULATED INFILL PANEL 1 07.93 PREFINISHED METAL COPING, 1 08.01 EXTERIOR GLAZING, SEE OPENING TYPES 08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM 08.43 HOLLOW METAL DOOR AND FRAME 08.44 STEEL COILING DOOR Revisions Description Date Num 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA N & P - SOUTHB1 6' 12' 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA N - EASTF1 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA N - WESTF2 6' 12' CITY SUBMITTAL Page 88 of 113 ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" 05.5107.93 04.1104.10BIRCK LEDGE 92'-10" ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" 05.51 07.93 04.10 04.11 BIRCK LEDGE 93'-0" ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" 07.93 05.51 04.1104.10BIRCK LEDGE 93'-0" ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" 07.93 05.51 04.10 04.11BIRCK LEDGE 93'-0" ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" 05.51 07.93 04.1104.10BIRCK LEDGE 93'-0" B1 A5.112 Sim P D5 A5.112 Sim D4 A5.112 Sim D1 A5 . 1 1 2 Si m D3 A5 . 1 1 2 Si m D2 A5 . 1 1 2 Si m ACTIVITIES CENTER LOWER LEVEL 93'-0" ACTIVITIES CENTER UPPER LEVEL 106'-4" T.O. PRECAST ACTIVITIES CENTER 128'-6" PRECAST BEARING ELEVATION 92'-2" PEDESTRIAN WALKWAY LEVEL 107'-8" 03.01 T.O. PCC -AREA M/N 127'-6" 07.9305.51 08.43 04.10 04.1108.4304.11 04.10 TYP 08.43 05.51 07.93 TYPE P11 40'-0" TYPE P3 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P2 10'-0" TYPE P7 10'-0" 08.01 08.0605.53 TYP BIRCK LEDGE 93'-0"08.0108.0108.01 08.01 08.01 08.01 08.0108.01 08.0108.01 BIRCK LEDGE 93'-0" 07.94 F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 4 : 4 5 : 5 4 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.112 EXTERIOR ELEVATIONS - AREA P 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION KS/SK LH 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA P - NORTHB1 6' 12' KEY PLAN A B C D E F H J K L G M N P Revisions Description Date Num 0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA P - WESTD1 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA P - SOUTHD5 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA P - NORTHD4 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA P - WESTD2 6' 12'0 1/8" = 1'-0" EXTERIOR ELEVATION - AREA P - EASTD3 6' 12' KEYNOTE LEGEND KEY DESCRIPTION 03.01 ARCHITECTURAL PRECAST CONCRETE, SEE PRECAST ELEVATIONS FOR FINISH TYPES AND TRANSITIONS 04.10 BRICK 1 - RUNNING BOND 04.11 BRICK 1 - SOLDIER COURSE 05.51 FLAT-LOCK PANEL 1 05.53 INSULATED INFILL PANEL 1 07.93 PREFINISHED METAL COPING, 1 07.94 PREFINISHED METAL COPING, 2 08.01 EXTERIOR GLAZING, SEE OPENING TYPES 08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM 08.43 HOLLOW METAL DOOR AND FRAME CITY SUBMITTAL Page 89 of 113 WATERWASH FINISH ACID ETCH REVEAL SMOOTH TROWEL FINISH PRECAST FINISH LEGEND ACTIVITIES CENTER LOWER LEVEL 93'-0" T.O. PRECAST ACTIVITIES CENTER 128'-6" PRECAST BEARING ELEVATION 92'-2" T.O. PCC -AREA M/N 127'-6" WATERWASH, TYP ACID ETCH, TYP DOOR AS OCCURS 36 ' - 4 " ACID ETCH, TYP WATERWASH, TYP SEE ELEVATION & PRECAST PLAN 8"3'-8"2'-0" 1' - 0 " 3 ' - 2 7 / 8 " 35 ' - 6 " SMOOTH TROWEL, TYP NOTES: OPENINGS AS OCCUR, SEE PLANS 3' - 4 " 8 " 1 ' - 4 " TY P 2 5 / 8 " TY P 1' - 1 3 / 8 " 3' - 2 7 / 8 " 4 ' - 1 1 / 8 " 8 " 1 2 ' - 0 " 1' - 9 3 / 8 " ACID ETCH, TYP WATERWASH, TYP 35 ' - 4 " SMOOTH TROWEL, TYP 3'-10"2'-0" SEE ELEVATIONS & PRECAST PLAN NOTES: OPENINGS AS OCCUR, SEE PLANS ACID ETCH, TYP WATERWASH, TYP 1' - 0 " 4 ' - 7 1 / 2 " 2 9 ' - 8 1 / 2 " SMOOTH TROWEL, TYP NOTES: OPENINGS AS OCCUR, SEE PLANS SEE ELEVATION & PRECAST PLAN 2'-0" ACID ETCH, TYP WATERWASH, TYP 3' - 4 " 8 " 1 ' - 4 " TY P 2 5 / 8 " TY P 1' - 1 3 / 8 " 2" 12 ' - 2 " SEE ELEVATION & PRECAST PLAN WATERWASH ACID ETCH WATERWASH ACID ETCH WATERWASH SEE ELEVATION & PRECAST PLAN ACID ETCH, TYP WATERWASH, TYP SMOOTH TROWEL, TYP 3' - 4 " 8 " 1 ' - 4 " TY P 2 5 / 8 " TY P 1' - 1 3 / 8 " 0" 5 ' - 7 1 / 2 " 1 4 ' - 4 1 / 2 " 1'- 9 3 / 8 " 2'-0" 3'-5" 35 ' - 4 " ACTIVITIES CENTER LOWER LEVEL 93'-0" T.O. PRECAST ACTIVITIES CENTER 128'-6" PRECAST BEARING ELEVATION 92'-2" ACID ETCH, TYP WATERWASH, TYP SMOOTH TROWEL, TYP 2'-0" SEE ELEVATION & PRECAST PLANS 3'- 2 7 / 8 " 35 ' - 4 " NOTES: OPENINGS AS OCCUR, SEE PLANS WATERWASH, TYP ACID ETCH, TYP SMOOTH TROWEL, TYP 3' - 4 " 8 " 1 ' - 4 " 2 5 / 8 " 1' - 1 3 / 8 " 1'- 4 7 / 8 " 14 ' - 9 " 4 ' - 7 1 / 2 " 1 ' - 0 " 2'-0" SEE ELEVATION & PRECAST PLANS 35 ' - 4 " NOTES: OPENINGS AS OCCUR, SEE PLANS T.O. PRECAST ACTIVITIES CENTER 128'-6" TYP 2'-1 1/4" ACID ETCH, TYP WATERWASH, TYP 1'- 0 " 4 ' - 9 1 / 2 " PA N E L T Y P E N 3 35 ' - 4 " SEE ELEVATION & PRECAST PLANS SMOOTH TROWEL, TYP NOTES: OPENINGS AS OCCUR, SEE PLANS PA N E L T Y P E N 2 32 ' - 0 " PA N E L T Y P E N 1 31 ' - 4 " ACID ETCH, TYP WATERWASH, TYP WINDOW AS OCCURS LOUVER, AS OCCURS WINDOW AS OCCURS DOOR AS OCCURS 35 ' - 4 " 0 1/4" = 1'-0" PANEL TYPE M1C1 3' 6' 0 1/4" = 1'-0" PANEL TYPE N4E5 3' 6'0 1/4" = 1'-0" PANEL TYPES N1, N2 & N3E3 3' 6' 0 1/4" = 1'-0" PANEL TYPE M2C2 3' 6'0 1/4" = 1'-0" PANEL TYPE M6C8 3' 6' 0 1/4" = 1'-0" PRECAST PROFILEF7 3' 6' 0 1/4" = 1'-0" PANEL TYPE N5F1 3' 6' F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 4 : 4 9 : 3 8 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.114 PRECAST ELEVATIONS- AREAS M & N 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION KS/SK KC 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT KEY PLAN A B C D E F H J K L G M N P Revisions Description Date Num 0 1/4" = 1'-0" PANEL TYPE M3C3 3' 6'0 1/4" = 1'-0" PANEL TYPE M4C5 3' 6'0 1/4" = 1'-0" PANEL TYPE M5C6 3' 6' 0 1/4" = 1'-0" PANEL TYPE M7E1 3' 6'0 1/4" = 1'-0" PANEL TYPE M8E2 3' 6' CITY SUBMITTAL Page 90 of 113 WATERWASH FINISH ACID ETCH REVEAL SMOOTH TROWEL FINISH PRECAST FINISH LEGEND ACTIVITIES CENTER LOWER LEVEL 93'-0" T.O. PRECAST ACTIVITIES CENTER 128'-6" PRECAST BEARING ELEVATION 92'-2" WATERWASH, TYP ACID ETCH, TYP WINDOW AS OCCURS 2'-0" 3'-8" 8" 9' - 0 " 1 2 ' - 0 " 1 1 ' - 6 " 6 " 3 ' - 4 " DOOR AS OCCURS 36 ' - 4 " SEE ELEVATION & PRECAST PLAN 3'-8"8"3'-8" 1' - 0 " 8' - 0 " 1 2 ' - 0 " 7 ' - 4 " 4 ' - 0 " 8 " 3 ' - 4 " WATERWASH, TYP ACID ETCH, TYP WINDOW AS OCCURS DOOR AS OCCURS 36 ' - 4 " SEE ELEVATION & PRECAST PLAN WATERWASH, TYP ACID ETCH, TYP 1'- 0 " 8'- 5 1 / 2 " 3'- 4 " 8 " 1 1 ' - 4 " 36 ' - 4 " 3'-8"8"1'-8"2'-0" SEE ELEVATION & PRECAST PLAN WATERWASH, TYP ACID ETCH, TYP 36 ' - 4 " 5'- 0 5 / 8 " 2 ' - 1 1 3 / 8 " 1 ' - 0 " 3'- 4 " 8 " 1 1 ' - 4 " 2'-0" 2'-10" 11"4" 10'-0" SMOOTH TROWEL, TYP NOTES: OPENINGS AS OCCUR, SEE PLANS 35 ' - 4 " WATERWASH, TYP ACID ETCH, TYP SMOOTH TROWEL, TYP 12 ' - 0 " 1 1 ' - 4 " 8 " 3 ' - 4 " ACTIVITIES CENTER LOWER LEVEL 93'-0" T.O. PRECAST ACTIVITIES CENTER 128'-6" PRECAST BEARING ELEVATION 92'-2" WATERWASH, TYP ACID ETCH, TYP SMOOTH TROWEL, TYP SEE ELEVATIONS & PRECAST PLAN 11"3'-8"2'-0" 3'- 4 " 1 2 ' - 0 " 8'- 0 " 1 ' - 0 " 36 ' - 4 " T.O. PRECAST ACTIVITIES CENTER 128'-6" SEE ELEVATION & PRECAST PLAN TYP 2'-0" TYP 3'-8"TYP 8" TYP 3'-8" WATERWASH, TYP ACID ETCH, TYP 2'- 1 1 3 / 8 " 1 ' - 0 " WATERWASH, TYP ACID ETCH, TYP SMOOTH TROWEL, TYP 3'-8" 1'-10" 3'-8" 8" 3'- 4 " 8 " 1 1 ' - 4 " 1'- 0 " 2 ' - 1 1 3 / 8 " 5 ' - 0 5 / 8 " 5'-2 5/8" 36 ' - 4 " SEE ELEVATIONS & PRECAST PLANS 1'- 0 " 3 ' - 2 7 / 8 " TYP 8" TYP 3'-8" TYP 2'-0" SEE ELEVATIONS & PRECAST PLAN TYP 2'-0" TYP 3'-8"TYP 8" 1' - 0 " 2 ' - 1 1 3 / 8 " 2'-6" WATERWASH, TYP ACID ETCH, TYP WATERWASH ACID ETCH WATERWASH ACID ETCH WATERWASH 0 1/4" = 1'-0" PANEL TYPE P1D1 3' 6'0 1/4" = 1'-0" PANEL TYPE P5D6 3' 6' 0 1/4" = 1'-0" PANEL TYPE P9A1 3' 6' 0 1/4" = 1'-0" PANEL TYPE P4D5 3' 6' 0 1/4" = 1'-0" PANEL TYPE P3D3 3' 6'0 1/4" = 1'-0" PANEL TYPE P2D2 3' 6'0 1/4" = 1'-0" PANEL TYPE P6D7 3' 6' 0 1/4" = 1'-0" PANEL TYPE P7F1 3' 6' F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/2 5 / 2 0 2 5 4 : 5 2 : 5 6 P M Au t o d e s k D o c s : / / I S D 1 9 6 - 2 0 2 4 R o s e m o u n t H i g h S c h o o l A d d i t i o n a n d R e n o v a t i o n / R O S E M O U N T H I G H S C H O O L (R 2 3 ) . r v t As indicated INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations A5.115 PRECAST ELEVATIONS- AREA P 3455 153rd St W, Rosemount, MN 55068 3335 142nd St W, Rosemount, MN 55068 NOT FOR CONSTRUCTION KS/SK KC 02/26/2025 232218 MN 02/26/2025 R. Scott McQueen 20155 ARCHITECT KEY PLAN A B C D E F H J K L G M N P Revisions Description Date Num 0 1/4" = 1'-0" PANEL TYPE P8F2 3' 6' 0 1/4" = 1'-0" PANEL TYPE P11A6 3' 6'0 1/4" = 1'-0" PANEL TYPE P10A3 3' 6' 0 1/4" = 1'-0" PRECAST PROFILEF8 3' 6' CITY SUBMITTAL Page 91 of 113 Autodesk Docs://ISD 196 - 2024 Rosemount High School Addition and Renovation/ROSEMOUNT HIGH SCHOOL (R23).rvt 2/25/2025 6:10:19 PM INDEPENDENT SCHOOL DISTRICT #196 2024 Rosemount High School Additions and Renovations February 12, 2025 Comm No: 232218RENDERS VIEW FROM 142ND ST VIEW OF ACTIVITY CENTER ENTRY VIEW OF ACTIVITY CENTER VIEW OF CLASSROOM ADDITIONS VIEW OF MAIN BUILDING ENTRY Page 92 of 113 MEMORANDUM To: Julia Hogan, City of Rosemount From: Kristen Sachwitz | KS Scott McQueen | SM Date: March 11, 2025 Comm. No: 232218 Subject: Independent School District #196 Rosemount High School Additions and Renovations As part of the Zoning Code §11-7-3, a new curbed, asphalt parking lot is planned near the new Activity Center. The lot will include accessible parking stalls along with space for EV charging stations and adds a total of sixty stalls to the overall site. Access to the new lot utilizes an existing driveway from 142nd Street West. Overall, onsite parking counts exceed City Ordinance, but the additional parking reflects recommended addition based upon the District’s experience with parking needs for the School’s Operation. The City’s current Zoning Code leads to an inadequate number of stalls based upon our understanding of this High School Campus’ Operations as shown in the following figure: The City’s Pre-2024 Ordinance was more in line with School Operations, and the current lot appears to exceed requirements. Page 93 of 113 MEMORANDUM Page 2 of 2 The Rosemount High School project’s proposed sixty stall lot alone exceeds the current Ordinance for the additional three hundred student capacity. The Project’s Proposal of sixty additional stalls follows our understanding of current School Operations but does not necessarily address all parking needs for all scenarios. The District acknowledges and intends to continue some utilization of off-site public parking for a variety of scenarios (in lieu of decommissioning more play fields to build more parking). As to the discussion regarding the Rosemount Middle School Campus and its re-use and subsequent changes that may take place there in the future, no decisions on specific re-use have been made yet. The District intends to address Facilities and Planning needs at that time of re-use. The current Rosemount Middle School is planned to move its Operations in the Fall of 2027. cc: Pete Roback, ISD #196 Christopher Onyango-Robshaw, ISD #196 Carol Hauschild, ISD #196 Stephanie Rudie, ISD #196 Adam Kienberger, City of Rosemount Sean Kelly, Wold Sal Bagley, Wold EM/EDU-MN-ISD 196/HS_Rosemount/232218/_Admin/Letters & Memos/2025.03.11 Memo to Julia Hogan Page 94 of 113 EXECUTIVE SUMMARY Planning Commission Regular Meeting: March 17, 2025 Tenative City Council Meeting: April 15, 2025 AGENDA ITEM: Request by Kamal Omar and Appro Development for approval of a Site Plan Review and Conditional Use Permit AGENDA SECTION: PUBLIC HEARINGS PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.b. ATTACHMENTS: Site Location, Current Conditions Survey, Grading Plan, Site Plan, Landscape Plan, Exterior Elevations, Building Floorplan, Site Lighting Plan , Engineer's Memo dated March 14, 2025, Parks and Recreation Director's memo dated March 10, 2025 APPROVED BY: AK RECOMMENDED ACTION: Motion to approve the Site Plan for an Automotive Repair Business at 2510, 2520, and 2530 158th Circle West, subject to the following conditions: 1. Approval of a Conditional Use Permit. 2. Payment of $42,330 in-lieu of park land dedication. 3. Submittal of a landscaping surety in the amount of $28,875. 4. Payment of trunk area charges for the three parcels. 5. Combination of the three parcels into a single parcel. 6. The applicant shall submit plans for a trash enclosure with a building permit application. 7. Vacation of existing perimeter drainage and utility easements between the parcels and over the existing ponds. 8. Dedication of new drainage and utility easements as required by the City's engineer. 9. Conformance with all requirements of the City Engineer contained in the memorandum dated March 14, 2025. Motion to recommend the City Council approve a Conditional Use Permit for an Automotive Repair, Major, use at 2510, 2520, and 2530 158th Circle West. BACKGROUND Applicants Kamal Omar and Appro Development Property Owner Camey Properties, LLC. Site Location 2510, 2520, and 2530 158th Circle West Site Area 4.9 Acres Current Zoning B-2 Employment PUD Comp Plan Designation BP-Business Park Page 95 of 113 The Planning Commission is being asked to consider two requests to allow for the development of a Major Automotive Repair business in the Biscayne Business Park. The proposed business is allowed as a conditional use in the B-2 Employment zoning district. Therefore, a conditional use permit is required in addition to approval of a site plan by the Planning Commission. Staff finds the requests to be consistent with the Comprehensive Land Use Plan and to conform with the requirements of the City Code. Staff recommends approval of the site plan and conditional use permit. The subject property is located in the Biscayne Business Park, which is a planned unit development (PUD) that was approved in 2019. The PUD agreement contains two deviations from the zoning ordinance related to the lot standards. Specifically, the approved deviations allow for shared driveways and for parcels to be accessed via the private road within Biscayne Business Park. No deviations related to development standards such as setback reductions or building materials are part of the Biscayne Business PUD agreement. ISSUE ANALYSIS Legal Authority Site Plan Reviews are quasi-judicial in nature in that the Planning Commission reviews the site plan against the standards of the City Code and judges whether the applicable standards are met. Generally, if a site plan meets the Code requirements it must be approved. Conditional Use Permit (CUP) approvals are also quasi-judicial in nature. The Zoning Ordinance contains specific standards related to conditional uses that must be met for a CUP to be approved. Site Plan Review Land Use And Zoning The subject property is zoned B-2 PUD: Employment Planned Unit Development, which is consistent with the BP-Business Park land use designation of the site within the City's Comprehensive Land Use Plan. The proposed use to be developed on the site, Automotive Repair, Major, is listed as a conditional use in that zoning district. The zoning ordinance defines this use as follows: Repair garages and specialty establishments for motorcycles, passenger automobiles and trucks of all sizes, such as machine, body and fender, auto glass, painting, radiator, transmission, and vehicle upholstery services. May also include repair of machinery and equipment. The proposed development will be for the repair and maintenance of heavy-duty trucks and tractor-trailers. A portion of the proposed building will also be used as office space, which is a permitted use in the B-2 zoning district. The applicant has provided a site plan that meets the zoning code standards related to setback and lot coverage. The principal building will be located on the north side of the site and be the primary source of screening for the parking lot areas. Landscaping will be planted along the Biscayne Business Park's private drive to provide additional screening. The site plan shows the location of a trash enclosure which meets the Code requirement, but no elevations of said enclosure were included. The code requires trash enclosures to be constructed with materials that match or complement the principal strucure. Staff will review plans for the trash enclosure prior to the issuance of a building permit for compliance with the code. Staff is recommending a condition of approval requiring the submittal of plans for the trash enclosure with a building permit application. The table below shows a comparison of the requirements to those shown on the site plan. Page 96 of 113 Standard Requirement Provided Front Yard Setback 30' (20' for parking) 33' (30' parking) Side Yard Setback 10' 48.9' (25.2' parking) Rear Yard Setback 10' 191.4' (44.7 parking) Maximum Lot Coverage 75% 66.08% In addition to setbacks and lot coverage shown in the table above, the site plan includes a building that will be 10.5% of the total site area. Parking and Access The site plan shows access to the site being made in two locations. On the eastern side of the subject property there is an existing, shared driveway. One access will be made using that drive and will primarily be used by employees and visitors. Parking for vehicles driven by employees and visitors will occur in a lot located in this portion of the site. The second access to the site will be made via a 36' wide driveway located towards the western portion of the site at the end of the cul-de-sac. This driveway is wider to accommodate semi-trucks being brought to the site for repair and maintenance. The driveway complies with the maximum driveway width of 36'. The applicant's site plan exceeds the minimum parking requirement for the proposed use. The site plan provides 102 parking spaces compared to a minimum of 79 spaces required by the Zoning Ordinance. Much of the excess parking is provided as semi-truck spaces. Staff also notes that the parking requirements are likely a little higher than the actual need, given that the type of vehicle that will be worked on is much larger than passenger vehicles and requires more square footage than a typical automobile repair shop. The applicant has indicated that there will be 32 employees onsite (30 in the office and 2 in the shop). Because the proposed development will contain both an automotive repair shop and office space, there are two standards used to calculate the minimum amount of parking required. The table below depicts the parking requirements compared to the parking provided by the site plan. Use Ratio (Required) Parking Provided Office 1 space/300 s.f. (43 spaces) Automotive Repair, Major 1 space/300 s.f. plus 1 space/service bay (36) 79 spaces required 102 spaces provided The amount of parking on site is broken down into the following types: Automobile 42 spaces Tractor 8 spaces Page 97 of 113 Semi-truck 52 spaces Landscaping The applicant has submitted a landscaping plan that appears to meet the City Code's minimum planting requirements. Based on the site area, 75 trees are required and the applicant's landscape plan shows 75 trees planted along the northeast and southern property boundaries. Additional trees are shown in the parking lot landscaped areas. The Code also requires foundation plantings and shrubbery at a ratio of one per ten linear feet of building perimeter. Based on the proposed building with 720 feet of perimeter, 72 shrubs are required. The applicant's landscape plan shows 153 plants. These plants are located in several areas throughout the site, both adjacent to the principal building and within the landscaped parking lot areas. Landscaping within the parking lot areas covers approximately 6,500 square feet or 6.1% of the parking lot area, in excess of the minium 5% required by the Zoning Ordinance. The table below shows a comparison between the requirement and the plantings provided. Planting Type Amount Required Amount Provided Trees 1 per 3,000 s.f. plus one per parking stall (75) 75 trees Foundation Plants 1 per 10 linear feet of building perimeter (72) 153 plants Building Materials and Massing The application submittal materials include building elevations that show massing and materials that meet the requirements of the Zoning Ordinance. The building will be 24 feet in height, well below the 50-foot maximum height. The applicant shows precast concrete panels being used, with vertical elements of a secondary color placed at intervals no greater than 28 feet. The code requires walls longer than 100' in length to be visually broken up into segments no greater than 35 feet. All four sides of the building will be treated similarly, and the eastern side of the building where the office will be located will feature windows. Awnings will be located above the entries to differentiate them from the rest of the building. None of the entrances face a public right of way, therefore additional architectural treatment is not required. Site Lighting The applicant has submitted a site lighting plan and photometric study to ensure compliance with the Zoning Ordinance. The plan shows both pole- and wall-mounted lights. Pole-mounted lights will be placed at a height of 25 feet, and the wall-mounted lights will be at a height of 19 feet. Both types of lighting are below the maximum 30-foot height. None of the subject property abuts a residential use. Therefore, the maximum light allowed at the property boundary is 1.0 lumen. The photometric study confirms that the lighting plan conforms with the code maximum. Engineering The applicant's site plan proposed making use of three parcels in the Biscayne Business Park. The developer of this subdivision designed the stormwater management system to have a single pond for each parcel rather than a large pond to serve the entire subdivision. Because of this, the ponds serving Page 98 of 113 the three subject parcels impact how the site can be developed. The applicant's plans show the ponds being remade into a single pond that extends along the southern boundary of the subject parcels. In order to develop the site, the applicant will have to vacate existing drainage and utility easements along the internal boundaries of the existing parcels as well as the drainage and utility easements over the footprints of the existing ponds. The applicant will need to dedicate new easements that reflect the proposed site plan and layout of the newly created stormwater pond. Conditional Use Permit The Zoning Ordinance lists Automotive Repair, Major as a conditional use in the B-2 Employment. All conditional uses must meet seven general conditions in order to be permitted. These seven conditions are in addition to any use-specific conditions within the Zoning Ordinance. The Rosemount Zoning Ordinance has twelve standards that the Major Automotive Repair use must meet prior to a conditional use permit request being approved. Several of the standards are related to the ongoing operation of the proposed use. Therefore, the findings made by staff are that the applicant or operator of the use risks revocation of the CUP should the City find certain conditions are not being met. The standards are listed below along with staff's findings for each. 1. Will not be detrimental to or endanger the public health, safety, or general welfare of the neighborhood or the city. Finding: Staff finds that the proposed use will not be dangerous or detrimental, and staff notes the 2020 improvement project that upgraded Biscayne Avenue to urban standards and the ongoing work to improve safety at the intersection of Biscayne Avenue and County Road 42. 2. Will be harmonious with the objectives of the comprehensive plan and city code provisions. Finding: The proposed automotive repair shop and office are harmonious with the objectives of the Comprehensive Plan and City Code. The subject property is designated for Business Park development and the proposed use is consistent with the B-2 Employment zoning district. The site plan meets the development standards of the zoning ordinance for this B-2 district. 3. Will be designed, constructed, operated and maintained so as to be compatible or similar in an architectural and landscape appearance with the existing or intended character of the general vicinity and will not change the essential character of that area, nor substantially diminish or impair property values within the neighborhood. Finding: The proposed building is consistent with the architectural and landscape standards of the B-2 Employment zoning district. 4. Will be served adequately by existing (or those proposed in the project) essential public facilities and services, including streets, police and fire protection, drainage, structures, refuse disposal, water and sewer systems and schools. Finding: Public roads and utilities are already in place to serve the site. No additional improvements to municipal services will be required to support the proposed development. 5. Will not involve uses, activities, processes, material equipment, and conditions of operation that will be hazardous or detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare or odors. Finding: The proposed operation will occur within the principal building and will have to conform to all building codes related to a vehicle repair facility. 6. Will have vehicular ingress and egress to the property which does not create traffic congestion or interfere with traffic on surrounding public streets. Finding: The site will be accessed via two driveways that connect to a private drive. Any stacking of trucks entering or leaving the site will Page 99 of 113 occur on said private drive and not on Biscayne Avenue. 7. Will not result in the destruction, loss or damage of a natural, scenic, or historic feature of major importance and will comply with all local, state, and federal environmental quality standards. Finding: The subject property contains no natural, scenic or historic features of major importance. The site has already been prepared for development by the developer of the Biscayne Business Park. The building plans will be reviewed for conformance with the state building code and will be required to install systems to ensure municipal sewer, water and stormwater systems are not negatively impacted by the proposed use. In addition to the above seven standards, the following standards apply for Major Automotive Repair uses: 1. The site and building(s) shall be designed to limit the effects of this use on adjacent properties and public rights-of-way. No automotive repair use shall be located on a site abutting any residential use or district. Finding: The site does not abut any residential uses or public rights-of- way. Landscaping will be used to minimize the impact of the site on adjacent properties. 2. All repair, assembly, disassembly or maintenance of vehicles shall occur within a closed building, except minor maintenance, including tire inflation, adding oil, wiper replacement and the like. All overhead vehicle doors on the building shall remain closed except when a vehicle is entering or exiting the building. Finding: The applicant's site and building plans show service bays within which repair, assembly, disassembly or maintenance of vehicles will occur. 3. Gasoline pumps/sales shall require an additional conditional use permit subject to the performance standards outlined in this subsection for non-service motor fuel stations. Finding: No gasoline pumps or sales are proposed with this project. 4. Outdoor storage of parts, materials, and equipment may be allowed in the B-2 District subject to the performance standards outlined in those districts for outdoor storage and outdoor display or sales. Finding: The proposed site plan contains no outdoor storage areas. 5. Automotive repair uses shall designate on a site plan separate areas for customer parking and storage of inoperable vehicles awaiting repair or repaired vehicles awaiting pick up. These areas shall meet the design standards outlined in section 11-7-3, “Off Street Parking and Loading Requirements” of this title and be screened as follows: 6. Customer parking areas shall meet the applicable screening standards outlined in this title including, but not limited to, section 11-7-3, “Off Street Parking and Loading Requirements” of this title and this subsection. Finding: No parking areas face public rights-of-way such that additional screening would be requried. 7. Inoperable vehicles awaiting repair or repaired vehicles awaiting pick up shall be stored behind the principal building. Landscaping and berming shall be a secondary source for screening said vehicles. Should landscaping and berming be found ineffective by the city, the city may approve screening walls and/or decorative fencing as an alternative. Screening walls shall be constructed of the same materials as the principal building and shall not extend more than twenty-five (25) feet without a change in architecture to reduce their mass and appearance. Stacking areas shall have a minimum ninety percent (90%) opacity screen to a height of six (6) feet. Finding: The subject property does not abut any public rights-of-way. The primary source of screening from the private roadway is the principal building. The applicant's landscape plan also shows trees planted to provide secondary screening from the private roadway. Page 100 of 113 8. In the B-1 and B-2 districts, junk or unlicensed vehicles awaiting repair or pick up shall be stored completely inside a closed building in accordance with the performance standards for outdoor storage outlined in section 11-6-8 of this chapter. Finding: If it is found that this condition is not being met, the City retains the right to revoke the conditional use permit unless the applicant or operator can demonstrate that they are in compliance with the City Code. 9. Parking of vehicles on public right-of-way shall be prohibited. Finding: Parking is not allowed on Biscayne Avenue. 10. All painting must be conducted in an approved paint booth. All paint booths and all other activities of the operation shall thoroughly control the emission of fumes, dust, or other particulate matter in compliance with Minnesota pollution control standards and applicable fire and building codes. Finding: Noncompliance with this condition could result in revocation of the CUP for the subject property. 11. All flammable materials, including liquids and rags, shall conform to the applicable provisions of the Minnesota fire code. Finding: Noncompliance with this condition could result in revocation of the CUP for the subject property. 12. No public address system shall be audible from a noncommercial or nonindustrial use or district. Finding: The site is surrounded by commercial and industrial uses, therefore this condition is met. RECOMMENDATION Staff finds the submitted site plan to conform to the requirements of the Zoning Ordinance, subject to the recommended conditions listed at the top of this report and recommends approval of the site plan. Staff also recommends approval of the Conditional Use Permit request to develop a major automotive repair shop and office on the subject property. Page 101 of 113 Page 102 of 113 Page 103 of 113 Page 104 of 113 XXXXXXXXXXXXXXXX XXXXXXXX X X X X X X X X X X X X X XXXXXXX X XX X X X X X X X XXXXXXXXX XX XX XX XX X X XX XX X 158TH CIR W PROPERTY LINE 350' ± PROPERTY LINE 185' ± ORIGINAL PROPERTY LINE PROPERTY LINE 685' ±10' REAR YARD SETBACK 20' FRONT PARKING SETBACK PROPERTY LINE 304' ± UTILITY EASEMENT UTILITY EASEMENT ORIGINAL PROPERTY LINE FENCE EXISTING DRIVE PROPERTY LINE 201' ± PROPERTY LINE 341' ± FENCE 10' SIDE YARD SETBACK FENCE RELOCATED STORM WATER PONDING FENCE 30' FRONT BUILDING SETBACK 10' SIDE YARD SETBACK PROPOSED BUILDING 22,400 (FOOTPRINT) 4' CONCRETE APRON DRIVE-IN BAYS AUTO/EMPLOYEE PARKING ACCESS PAD AND GATE,AUTO ENTRANCE CONCRETE PAD CONCRETE PAD BOBTAIL PARKING 26 6 ' - 0 " 67' - 0" 11 2 ' - 0 " 10 9 ' - 4 3 / 4 " 17' - 0"24' - 0"19' - 0"19' - 0"24' - 0"17' - 0" 30 ' - 0 " 20 ' - 0 " 20' - 0" 30' - 0" 10' - 0" 111111 8 21 4 8 19 36 ' - 0 " PROPOSED TRASH ENCLOSURE LOCATION 9 DIAGONAL HATCHED REGION INDICATES OUTDOOR STORAGE ACCESS PAD AND GATE, TRUCK ENTRANCE 280' - 0" 80 ' - 0 " 6' CONCRETE WALK SITE INFORMATION: TOTAL LOT AREA: 4.9 ACRES, 213,444 SF ZONING: B-2 EMPLOYMENT DISTRICT BUILDING SETBACKS: FRONT: 30 FEET MINIMUM AT 158TH CIR W SIDE/INTERIOR: 10 FEET MINIMUM REAR:10 FEET MINIMUM PARKING SETBACKS: FRONT: 20 FEET MINIMUM AT 158TH CIR WSIDE/INTERIOR: 10 FEET MINIMUM REAR:10 FEET MINIMUM SITE CONSTRAINTS: MAXIMUM IMPERVIOUS SURFACE LOT COVERAGE = 75% (SHOWN 66.08%) MAXIMUM BUILDING HEIGHT = 50'-0" MINIMUM BUILDING COVERAGE = 10% (21,344 SF) PROPOSED BUILDING SIZE: PROPOSED BUILDING:22,400 SF TOTAL:22,400 SF PARKING REQUIREMENTS: REQUIRED PARKING STALL SIZE: 90 DEGREES, 9'-0" x 19'-0"(WITH 2' CURB OVERHANG ALLOWED, 24'-0" AISLE) REQUIRED PARKING STALL SIZE (SEMI): 90 DEGREES, 14'-0" x 75'-0" (WITH 60'-0" AISLE) REQUIRED PARKING STALL SIZE (TRACTOR): 90 DEGREES, 14'-0" x 28'-0" (WITH 34'-0" AISLE) PARKING SUMMARY: PROPOSED BUILDING AUTOMOTIVE REPAIR, MAJOR: 9,600 SF = 9,600 / 300 = 32 = 1 STALL PER SERVICE BAY = 1 * 4 = 4 PROFESSIONAL OFFICE: 12,800 SF -12,800 / 300 = 43 TOTAL SF = 22,400 SF, TOTAL PARKING REQUIRED 79 TOTAL AMOUNT OF REQUIRED PARKING = 79 SPACES AMOUNT OF PARKING SHOWN ONSITE = 42 AUTO SPACES (4 ACC.) 8 TRACTOR SPACES 52 SEMI SPACES 102 SPACES TOTAL NUMBER OF EMPLOYEES AT BUILDING –32 EMPLOYEES (2 SHOP, 30 OFFICE) ZONING ORDINANCE USED: CITY OF ROSEMOUNT CODE OF ORDINANCES - ON-LINE DATE: 10-03-2023 30'15'0'30'1" = 30'-0"A1-1 1 SITE PLAN NORTH Scale Project number Date Drawn by Checked by 21476 GRENADA AVENUELAKEVILLE, MN 55044 PH: 952-469-2171 FAX: 952-469-2173 EMAIL: office@approdevelopment.com Copyright © by APPRO Development. Inc PRELIMINARY NOT FOR CONSTRUCTION As indicated 2/ 2 5 / 2 0 2 5 1 0 : 2 8 : 2 1 A M A1-1 SITE PLAN 24-01-0093 158TH CIR W, ROSEMOUNT, MN 55068 AUTO REAIR SHOP AND OFFICE 02/25/2025 NNR RWR No. Description Date Page 105 of 113 Page 106 of 113 FIRST FLOOR 100' -0" T.O. SHOP WALL 120' -0" T.O. PARAPET 124' -0" 32' - 0"32' - 0" AWNING ABOVE SHOP ENTRANCE BOLLARDS PARAPET CAPPRECAST 1 PRECAST 2 PRECAST 2 FIRST FLOOR100' -0" T.O. SHOP WALL120' -0" T.O. PARAPET124' -0" 24' - 0"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"24' - 0" FIXED WINDOWS FIXED WINDOWS HM DOOR AND FRAME -PT PARAPET CAPPRECAST 1PRECAST 2, TYP.SIGNAGE, 75 SF FIRST FLOOR 100' -0" T.O. SHOP WALL 120' -0" T.O. PARAPET 124' -0" 24' - 0"28' - 0"28' - 0"9' - 4 3/4"8' - 7 1/4"28' - 0"28' - 0"28' - 0"18' - 0" 22 ' - 0 " 22 ' - 0 " 10' - 0"10' - 0" BOLLARDS, TYP.OH DOOR, TYP.HM DOOR AND FRAME -PT, SHOP DOOR AL/GL DOOR AND FRAME - SERVICE SHOP ENTRANCE AWNING ABOVE ENTRANCE AL/GL DOOR AND FRAME - OFFICE ENTRANCE AWNING ABOVE ENTRANCE SHOP SIGNAGE, 20 SF OFFICE SIGNAGE, 20 SF FIXED WINDOWSFIXED WINDOWS PRECAST 2, TYP. PRECAST 1 PARAPET CAP FIRST FLOOR100' -0" T.O. SHOP WALL120' -0" T.O. PARAPET124' -0" AWNING ABOVE ENTRANCE BOLLARDS FIXED WINDOWS FIXED WINDOWS PARAPET CAP PRECAST 2 PRECAST 2 PRECAST 1 32' - 0"32' - 0" SIGNAGE, 60 SF EXTERIOR BUILDING COLORS OPTION A: PRECAST -EXPOSED AGGREGATE CORDUROY AND TROWELED SMOOTH FINISH, GRAY ROCK 1030, FABCONSTANDARD SAND -BASE COST PRECAST 2 -EXPOSED AGGREGATE CORDUROY AND TROWELED SMOOTH FINISH, WHITE ROCK 1053, FABCON CAP FLASHING -MATTE BLACK, UNA-CLAD OVERFLOW SCUPPERS/DOWNSPOUTS -MATTE BLACK, UNA-CLAD ALUMINUM STOREFRONT/WINDOWS -CLEAR ANNODIZED/ GLASS -STD. GRAY TINT HM DOORS AND FRAMES -PAINTED SW7669 SUMMIT GRAY BOLLARDS -SAFETY YELLOWGUARDRAIL/STAIRS -PAINTED SW 7669 SUMMIT GRAY OVERHEAD DOORS -PRE-FINISHED WHITE EXTERIOR LIGHT FIXTURES (WALL LIGHTS) -FACTORY PRE-FINISHED BLACK EXTERIOR BUILDING COLORS OPTION B: PRECAST -EXPOSED AGGREGATE CORDUROY AND TROWELED SMOOTH FINISH, TAN ROCK 1012, FABCON STANDARD SAND -BASE COST PRECAST 2 -EXPOSED AGGREGATE CORDUROY AND TROWELED SMOOTH FINISH, TAN ROCK 2020, FABCON CAP FLASHING -MEDIUM BRONZE, UNA-CLAD OVERFLOW SCUPPERS/DOWNSPOUTS -MEDIUM BRONZE, UNA-CLAD ALUMINUM STOREFRONT/WINDOWS -CLEAR ANNODIZED/ GLASS -STD. GRAY TINT HM DOORS AND FRAMES -PAINTED SW7669 SUMMIT GRAY BOLLARDS -SAFETY YELLOW GUARDRAIL/STAIRS -PAINTED SW 7669 SUMMIT GRAY OVERHEAD DOORS -PRE-FINISHED WHITEEXTERIOR LIGHT FIXTURES (WALL LIGHTS) -FACTORY PRE-FINISHED BLACK Scale Project number Date Drawn by Checked by 21476 GRENADA AVENUELAKEVILLE, MN 55044 PH: 952-469-2171 FAX: 952-469-2173 EMAIL: office@approdevelopment.com Copyright © by APPRO Development. Inc PRELIMINARY NOT FOR CONSTRUCTION As indicated 2/ 2 5 / 2 0 2 5 1 0 : 2 8 : 2 3 A M A3-1 PRELIMINARY EXTERIOR ELEVATIONS 24-01-0093 158TH CIR W, ROSEMOUNT, MN 55068 AUTO REAIR SHOP AND OFFICE 02/25/2025 NNR RWR 3/32" = 1'-0"A3-1 1 WEST ELEVATION 3/32" = 1'-0"A3-1 2 NORTH ELEVATION 3/32" = 1'-0"A3-1 3 SOUTH ELEVATION 3/32" = 1'-0"A3-1 4 EAST ELEVATION No. Description Date Page 107 of 113 BAY 1BAY 2BAY 3BAY 4WASHBAY/ BAY 5 MECH. 16' - 0"16' - 0"16' - 0"16' - 0" 70 ' - 0 " RECEPTION/ SHOP WAITING AREA PRAYER ROOM CONFERENCE ROOM BREAKROOM DRIVER'S LOUNGE TRAINING ROOM GYM (1500 SF) UNISEX WOMEN'S MEN'S OFFICEOFFICE 16' - 0" 80 ' - 0 " PRAYER ROOM BREAKROOM CONFERENCE ROOM RECEPTION/LOBBY FOR OFFICE JAN. OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 5' - 0 " 5' - 0" 5' - 0 " 10' - 5"16' - 4 1/8"13' - 4 1/2"13' - 4 1/2"13' - 4 1/2" 40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0"40' - 0" 280' - 0" 13' - 2 1/2"12' - 5"15' - 3 7/8"5' - 4"46' - 10" 10 ' - 4 " 11 ' - 7 3 / 4 " 8' - 4 1 / 8 " 9' - 8 1 / 8 " 10 ' - 1 0 " 5' - 4 " 10 ' - 5 " 13 ' - 5 " 17 ' - 3 " 6' - 0 " 16 ' - 9 " 20 ' - 7 5 / 8 " 5' - 4 " 14 ' - 0 1 / 2 " 13' - 10 3/8"13' - 10 3/8" 8' - 2 1/2"19' - 6 3/8" 23' - 0 7/8"23' - 9 1/4" 17' - 1 1/2" 27' - 8 3/4"26' - 10"14' - 11"10' - 5"12' - 4"13' - 0"26' - 10"27' - 11 1/4" 17 ' - 9 " 10 ' - 5 1 / 2 " 10 ' - 5 1 / 2 " 10 ' - 5 1 / 2 " 10 ' - 5 1 / 2 " 20 ' - 5 " 6' - 4 5 / 8 " 16' - 0"12' - 0"12' - 0"16' - 0"8' - 0"16' - 0"12' - 0"12' - 0"16' - 0"20' - 0" 16' - 0"12' - 0"16' - 0"12' - 0"12' - 0"8' - 0" 8' - 0 " 16 ' - 0 " 8' - 0 " 12 ' - 0 " 12 ' - 0 " 16 ' - 0 " 40 ' - 0 " 40 ' - 0 " OFFICE 15 ' - 3 3 / 8 " 13 ' - 6 7 / 8 " 13 ' - 4 1 / 2 " 13 ' - 0 " ADDITIONAL DRIVER/ EMPLOYEE BREAKROOM PAPER ROOM/ STORAGEHALLWAY SHOWERS SHOWERS KITCHENETTE KITCHENETTE ADDITIONAL DRIVER/ EMPLOYEE BREAKROOM MEN'S WOMEN'SJAN. Scale Project number Date Drawn by Checked by 21476 GRENADA AVENUELAKEVILLE, MN 55044 PH: 952-469-2171 FAX: 952-469-2173 EMAIL: office@approdevelopment.com Copyright © by APPRO Development. Inc PRELIMINARY NOT FOR CONSTRUCTION 1" = 10'-0" 2/ 2 5 / 2 0 2 5 1 0 : 2 8 : 2 2 A M A2-1 MAIN LEVEL FLOOR PLAN 24-01-0093 158TH CIR W, ROSEMOUNT, MN 55068 AUTO REAIR SHOP AND OFFICE 02/25/2025 NNR RWR10'5'0'10' No. Description Date 1" = 10'-0"A2-1 1 MAIN LEVEL FLOOR PLAN NORTH Page 108 of 113 Ch e c k e d B y : Revisions # D a t e C o m m e n t s Da t e : 2 / 2 8 / 2 0 2 5 36x44 These drawings are for conceptual use only and are not intended for construction. Fixture runs and quantities should be verified prior to order. Values represented are an approximation generated from manufacturers photometric inhouse or independent lab tests with data supplied by lamp manufacturers. Sa l e s A g e n t : Dr a w n B y : J o e F r e y Ro s e m o n t A u t o R e p a i r Ro s e m o n t M N Sc a l e : 1 " = 2 0 ' LS952-4263-1 Scale: 1 inch= 20 Ft. XXXXXXXXXXXXXXXX XXXXXXXX X X X X X X X X X X X X X XX X X X X X X XX X X X X X X X X XXXXXXXX XX XX XX XX X X XX XX X 158TH CIR W PROPERTY LINE 350' ± PROPERTY LINE 185' ± ORIGINAL PROPERTY LINE PROPERTY LINE 685' ±10' REAR YARD SETBACK 20' FRONT PARKING SETBACK UTILITY EASEMENT UTILITY EASEMENT ORIGINAL PROPERTY LINE EXISTING DRIVE PROPERTY LINE 201' ± FENCE RELOCATED STORM WATER PONDING FENCE 30' FRONT BUILDING SETBACK PROPOSED BUILDING 22,400 (FOOTPRINT) 4' CONCRETE APRON DRIVE-IN BAYS AUTO/EMPLOYEE PARKING CONCRETE PAD CONCRETE PAD BOBTAIL PARKING 26 6 ' - 0 " 67' - 0" 11 2 ' - 0 " 10 9 ' - 4 3 / 4 " 17' - 0" 24' - 0" 19' - 0" 19' - 0" 24' - 0" 17' - 0" 30 ' - 0 " 20 ' - 0 " 20' - 0" 30' - 0" 10' - 0" 111111 8 21 4 8 19 36 ' - 0 " PROPOSED TRASH ENCLOSURE LOCATION 9 DIAGONAL HATCHED REGION INDICATES OUTDOOR STORAGE ACCESS PAD AND GATE 280' - 0" 80 ' - 0 " 6' CONCRETE WALK XWS-05L-FT MH = 8ft 21L-4-IL MH = 25ft MH = 25ft 21L-4-IL MH = 19ft XWM-FT-15L XWM-FT-15L MH = 19ft XWM-FT-15L MH = 19ft XWM-FT-15L MH = 19ft XWM-FT-15L MH = 19ft MH = 8ft XWS-05L-FT MH = 8ft XWS-05L-FT MH = 25ft 18L-5W MH = 25ft 18L-5W 24L-5W MH = 25ftMH = 25ft 24L-5W MH = 25ft 24L-5W MH = 25ft 24L-5W MH = 25ft 24L-5W MH = 25ft 24L-5W 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.10.10.20.10.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.00.00.00.10.2 0.4 0.6 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.1 0.1 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.3 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.4 0.4 0.5 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.7 0.7 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.5 0.3 0.2 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.5 0.6 0.8 0.9 0.9 1.0 0.9 0.9 0.9 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 0.9 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.6 0.7 0.8 0.9 1.1 1.1 1.1 1.1 1.0 0.8 0.7 0.6 0.4 0.2 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 1.0 1.0 1.1 1.3 1.3 1.3 1.3 1.3 1.1 0.9 0.8 0.6 0.4 0.4 0.6 0.8 0.9 1.2 1.4 1.4 1.4 1.4 1.4 1.2 1.0 0.9 0.8 0.8 0.9 0.9 1.2 1.4 1.4 1.4 1.4 1.4 1.3 1.0 0.9 0.7 0.6 0.6 0.7 0.8 1.2 1.6 1.7 1.6 1.7 1.4 1.0 0.7 0.6 0.4 0.2 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.9 1.0 1.4 1.8 2.0 1.9 2.0 1.9 1.4 1.0 0.7 0.6 0.4 0.4 0.6 0.7 1.0 1.5 2.0 2.2 2.1 2.2 2.0 1.4 1.0 0.8 0.8 0.8 0.8 1.0 1.4 1.9 2.3 2.1 2.2 2.1 1.6 1.1 0.9 0.7 0.6 0.6 0.7 0.9 1.3 2.0 2.4 2.3 2.4 1.7 1.1 0.7 0.6 0.4 0.2 0.8 1.1 1.4 1.7 1.6 1.6 1.7 1.5 1.2 1.0 1.0 1.0 0.9 1.1 1.5 2.3 3.0 2.8 3.0 2.4 1.6 1.0 0.7 0.6 0.5 0.5 0.6 0.7 1.0 1.6 2.5 3.1 2.9 3.1 2.4 1.5 1.0 0.8 0.8 0.8 0.8 1.0 1.5 2.3 3.1 2.9 3.1 2.7 1.8 1.2 0.9 0.8 0.7 0.7 0.7 0.9 1.3 2.0 2.4 2.3 2.3 1.7 1.1 0.8 0.6 0.4 0.2 0.8 1.1 1.7 2.4 2.5 2.5 2.6 2.0 1.3 1.0 0.9 1.0 0.9 1.0 1.5 2.2 3.0 2.8 3.0 2.3 1.5 1.0 0.7 0.6 0.5 0.5 0.6 0.7 1.0 1.5 2.3 2.9 2.9 2.9 2.2 1.5 1.0 0.8 0.8 0.8 0.8 1.0 1.4 2.1 3.0 3.0 3.0 2.5 1.8 1.3 1.0 0.9 0.8 0.8 0.8 1.0 1.4 2.2 2.6 2.5 2.5 1.8 1.2 0.9 0.7 0.5 0.3 0.8 1.1 1.7 2.7 3.0 2.9 3.0 2.0 1.3 1.0 0.9 1.0 0.9 1.1 1.5 2.3 3.1 2.8 3.1 2.4 1.5 1.0 0.7 0.6 0.5 0.5 0.6 0.8 1.0 1.6 2.5 3.2 2.9 3.2 2.4 1.5 1.1 0.9 0.9 0.9 0.9 1.0 1.5 2.3 3.2 3.0 3.3 2.8 2.0 1.5 1.3 1.2 1.0 0.9 1.0 1.2 1.6 2.1 2.3 2.2 2.3 1.9 1.4 1.0 0.8 0.6 0.3 0.8 1.1 1.7 2.6 2.8 2.8 2.8 1.9 1.3 1.0 0.9 1.0 0.9 1.1 1.5 2.3 2.8 2.6 2.8 2.4 1.6 1.0 0.7 0.6 0.5 0.5 0.6 0.8 1.1 1.6 2.3 2.7 2.5 2.7 2.3 1.6 1.1 1.0 0.9 0.9 1.0 1.1 1.6 2.3 2.8 2.7 2.9 2.8 2.2 1.9 1.7 1.5 1.2 1.0 1.2 1.3 1.5 1.7 1.7 1.7 1.8 1.6 1.4 1.2 1.0 0.6 0.3 0.8 1.1 1.8 2.8 3.0 2.9 3.0 2.1 1.3 1.0 0.9 1.0 1.0 1.0 1.3 1.7 1.9 1.8 1.8 1.8 1.4 1.0 0.8 0.6 0.5 0.5 0.6 0.8 1.1 1.4 1.8 1.8 1.8 1.9 1.8 1.5 1.2 1.1 1.1 1.1 1.1 1.3 1.5 1.9 2.0 2.0 2.1 2.4 2.4 2.3 2.4 2.1 1.6 1.1 1.3 1.4 1.4 1.4 1.5 1.4 1.5 1.4 1.4 1.3 1.1 0.7 0.3 0.8 1.1 1.6 2.1 2.1 2.1 2.2 1.8 1.3 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.2 1.2 1.2 1.2 1.1 0.9 0.8 0.6 0.5 0.5 0.7 0.8 1.0 1.1 1.3 1.3 1.4 1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.5 1.6 1.6 1.6 1.7 2.1 2.5 2.8 3.2 3.3 2.2 1.1 1.3 1.4 1.5 1.6 1.6 1.5 1.6 1.5 1.4 1.3 1.0 0.7 0.3 0.8 1.0 1.3 1.4 1.4 1.4 1.4 1.3 1.2 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.5 0.5 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.9 2.0 1.9 1.8 1.7 1.6 1.6 1.7 2.0 2.6 3.3 3.9 4.3 2.6 1.1 1.2 1.3 1.5 1.9 2.0 1.9 2.0 1.8 1.4 1.1 0.9 0.6 0.3 0.8 0.9 0.9 1.0 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.8 0.9 1.0 1.2 1.4 1.6 1.9 2.1 2.3 2.6 2.8 2.9 2.9 2.7 2.5 2.3 2.1 2.0 1.9 2.0 2.6 3.4 3.8 3.7 2.4 1.2 1.0 1.1 1.5 2.2 2.6 2.4 2.5 1.9 1.3 1.0 0.8 0.5 0.3 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.9 1.2 1.6 2.1 2.6 3.0 3.5 4.0 4.4 4.6 4.6 4.3 3.9 3.5 3.0 2.6 2.2 2.2 2.6 3.3 3.5 3.4 2.2 1.1 0.9 1.0 1.4 2.0 2.5 2.4 2.4 1.8 1.2 0.8 0.7 0.5 0.2 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 1.0 1.4 2.0 2.7 3.6 4.5 5.5 6.3 7.0 7.2 7.2 6.8 6.2 5.4 4.5 3.7 2.8 2.5 2.6 3.0 3.5 3.8 2.3 0.8 0.8 0.9 1.3 2.0 2.5 2.4 2.6 1.9 1.2 1.0 0.8 0.5 0.2 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.8 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.1 1.2 1.2 1.2 1.4 1.7 2.4 3.5 5.2 7.0 8.8 10.010.811.111.110.69.8 8.4 6.9 5.8 4.6 3.7 3.2 2.6 2.7 3.0 1.9 0.6 0.7 0.9 1.3 1.9 2.2 2.2 2.9 2.9 2.4 2.0 1.2 0.5 0.2 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.8 0.9 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.1 1.3 1.6 1.9 2.0 2.1 2.0 2.1 2.5 3.7 5.8 8.2 10.511.712.512.612.812.211.59.8 7.9 7.7 8.3 7.6 4.7 2.0 1.9 1.7 1.1 0.6 0.7 0.8 1.1 1.3 1.4 1.4 2.8 5.6 6.9 4.6 1.4 0.4 0.2 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.9 1.0 1.0 1.1 1.3 1.3 1.2 1.3 1.3 1.2 1.1 1.1 1.1 1.3 1.7 2.2 2.7 2.8 2.9 2.8 2.4 2.5 3.0 4.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 1.0 1.3 1.8 2.0 1.8 1.9 1.9 1.5 1.2 1.0 1.1 1.3 1.8 2.6 3.4 2.9 3.1 3.3 2.4 1.5 0.9 0.5 0.8 0.9 0.9 1.0 0.9 0.9 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.5 2.2 2.9 2.7 2.9 2.5 1.7 1.2 0.9 0.9 1.0 1.5 2.6 3.4 2.8 3.0 3.4 2.4 1.2 0.6 0.3 0.8 1.0 1.3 1.4 1.4 1.4 1.4 1.3 1.1 1.0 0.9 0.9 0.9 1.0 1.4 2.2 3.0 2.8 3.0 2.5 1.6 1.1 0.8 0.7 0.6 0.5 0.7 1.1 1.0 1.0 1.0 0.6 0.3 0.2 0.1 0.8 1.1 1.6 2.1 2.1 2.1 2.2 1.8 1.3 1.0 0.9 0.9 0.9 1.0 1.4 2.2 3.0 2.8 3.0 2.5 1.6 1.0 0.7 0.6 0.4 0.2 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.8 1.1 1.8 2.7 3.0 2.9 3.0 2.1 1.3 1.0 0.9 0.9 0.9 1.0 1.4 2.2 2.9 2.7 2.9 2.5 1.6 1.1 0.7 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.8 1.1 1.7 2.6 2.8 2.8 2.8 1.9 1.3 1.0 0.9 0.9 0.9 1.0 1.3 1.7 1.9 1.8 1.9 1.8 1.4 1.0 0.7 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.1 1.7 2.7 3.0 2.9 3.0 2.0 1.3 1.0 0.9 0.9 0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.2 1.1 0.9 0.8 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.1 1.7 2.4 2.5 2.5 2.6 2.0 1.3 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.9 0.9 0.8 0.8 0.7 0.0 0.0 0.0 0.0 0.0 0.8 1.1 1.4 1.7 1.6 1.6 1.7 1.5 1.2 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.6 0.6 0.0 0.0 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.1 1.0 0.9 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.0 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens Luminaire Watts Tag 6 24L-5W Single MRS-LED-24L-SIL-5W-40-70CRI 0.900 23578 196 MH = 25ft 2 21L-4-IL Single MRS-LED-21L-SIL-4-30-70CRI-IL 0.900 12434 165 MH = 25ft 5 XWM-FT-15L Single XWM-FT-LED-15L-40 0.900 15189 98 MH = 19ft 3 XWS-05L-FT Single XWS-LED-05L-SIL-FT-40-70CRI 0.900 5067 35 MH = 8ft 2 18L-5W Single MRS-LED-18L-SIL-5W-40-70CRI 0.900 17636 135 MH = 25ft Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Prop Line Illuminance Fc 0.2 0.6 0.0 N.A.N.A. Site Illuminance Fc 1.4 12.8 0.0 N.A.N.A. Page 109 of 113 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 Kendra Fallon, PE Kris Keller, PE Date: March 14, 2025 Re: Appro Auto Repair Shop and Office - Site Review WSB Project No. 028388-000 We reviewed the documents provided by Civil Site Group on February 27, 2025. Documents reviewed include: •Site Plan Application Set of Drawings, dated 2/25/25 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. Show existing 8" gate valves i. Screw valve box top down below pavement and pave over service under western entrance ii. Provide GPS location shot on existing valve c. Note to protect and or replace insulation with utility connections i. Verify 7.5' cover over water service and provide insulation if less d. . Verify sanitary sewer service size. i. Shown as 6" on record plans 3. Streets, Signage and Street Lighting a. Show fire truck turning movements b. Dimension radii Page 110 of 113 Appro Auto Repair Shop and Office Site Review March 14, 2025 Page 2 c. Parking areas need to meet ADA requirements 4. Landscape a. Provide information on infiltration basin restoration. Grading, Drainage, and Erosion Control Comments: 5. General a. No comments. 6. Ponds and Wetlands a. No comments. 7. Emergency Overflow Routes: a. Include EOF elevations and locations for all low points in the parking lot and for the proposed basin. b. Confirm if the existing EOF elevation and location for the south basin is being maintained in the SE corner of the pond. 8. Retaining Walls: a. The retaining wall is greater than 4' tall. Provide certified retaining wall design. Confirm that the retaining wall in the easement will be allowed by the City. 9. Erosion Control: a. Provide SWPPP since disturbing greater than 1 acre. b. Show rock construction stabilization entrance. c. Provide information on infiltration basin restoration. 10. Grading: a. Pond slopes must be a maximum of 4:1 H:V slopes per City Engineering Guidelines. Stormwater Management Plan: 11. General Storm Sewer Design a. Provide rational method storm sewer calculations and a catch basin drainage area map to confirm the storm sewer is sized for the 10-year event. b. Minimum storm sewer pipe diameter is 15". RCP pipes recommended under parking lot. c. Provide storm sewer detail plates. 12. Water Quantity a. No comments. 13. Rate/Volume Control a. No comments. 14. Freeboard b. No comments. 15. Water Quality a. Pretreatment sized to NURP standards is required prior to the infiltration areas. Provide documentation that pretreatment equivalent to a 2.5” rainfall event is provided. i. Note, in the 2019 approved plan this was accomplished by providing permanent pool storage within the ponds below specified elevations (NWL of 949.75 for south and southeast ponds). 16. Easements Page 111 of 113 Appro Auto Repair Shop and Office Site Review March 14, 2025 Page 3 c. Maintenance access to the basin should be covered under drainage and utility easement. Show proposed maintenance access. 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 112 of 113 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: March 10, 2025 Subject: Biscayne Business Park – Omar Auto Repair The Parks and Recreation Department recently reviewed the plans for the Omar Auto Repair project. After reviewing the plans, the Parks and Recreation Department staff has the following comments: PARKS DEDICATION As approved in 2019, the parks dedication requirement for this business park development was 10% of the land area or the cash in lieu of land at $8,500 per acre. The total cash in lieu of land dedication for the entire development was $112,880 ($8,500 per acre x 13.28 acres, which does not include road ROW). Staff recommend that the city collect cash in lieu of land for the Omar Auto Repair project and that the cash payment should be paid for each lot at the time of issuance of the building permit for the project. The price per lot is $14,110. At this time, staff is recommending the parks dedication be collected for three lots in the amount of $42,330. Please let me know if you have any questions about this memo. Page 113 of 113