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HomeMy WebLinkAbout9.a. A request initiated by the City of Rosemount for a Planned Unit Development Master Development Plan and Final Site and Building Plan for a new joint Public Works and Police Campus EXECUTIVE SUMMARY Regular City Council Meeting: February 21, 2023 AGENDA ITEM: A request initiated by the City of Rosemount for a Planned Unit Development Master Development Plan and Final Site and Building Plan for a new joint Public Works and Police Campus AGENDA SECTION: New Business PREPARED BY: Julia Hogan, Planner AGENDA NO. 9.a. ATTACHMENTS: Resolutions; Excerpt from the January 24, 2023 Planning Commission Meeting Minutes; Site Location; Existing Conditions; Erosion Control Plan; Site Plan; Post-Construction Stabilization Plan; Grading Plan; Utility Plan; Storm Sewer Plan; Landscape Plan; Design Development Set; Photometric Plan; Architectural Renderings; Engineer’s Memorandum dated January 5, 2023 APPROVED BY: LJM RECOMMENDED ACTION: To approve the request, staff is recommending the Council take the following two actions: 1. Motion to adopt a resolution approving a PUD Master Development Plan with rezoning of the site from PI-Public Institutional to PI PUD-Public Institutional Planned Unit Development for the joint City of Rosemount Public Works and Police Campus, subject to conditions. 2. Motion to adopt a resolution approving the Final Site and Building Plan for a joint Public Works and Police Facility/Campus. SUMMARY Applicant: City of Rosemount Property Owner: State of Minnesota – Department of Administration Location: 1/3 mile north of 145th Street West and West of Biscayne Avenue Area in Acres: 19.31-acres Comp. Guide Plan Designation: PI - Public Institutional Current Zoning: PI - Public Institutional The Planning Commission is being asked to consider a request initiated by the City of Rosemount for approvals which would allow for the construction of a 160,000 square foot joint Public Works and Police Facility on 19.31-acres located 1/3 mile north of 145th Street West and West of Biscayne Avenue. The proposed main facility will contain a combination of office space and garage/storage areas along with several areas of parking for both the public and City employees and staff. Also proposed on site are two cold storage structures that will be located west of the main facility near the western property line. 2 The proposed Planned Unit Development will include deviations from the City Code related to the reduction in the required parking standards, the increase in freestanding signage used on site, the allowance of 8-foot tall fencing on site, and the materials used for the principal building and the two cold storage buildings. Architecturally, the principal building on the site meets the requirements for the PI – Public Institutional zoning district and no other deviations from the development standards of the PI zoning district are being requested. Staff is recommending approval of the requests, subject to the conditions listed in the recommended action. PLANNING COMMISSION ACTION The Planning Commission reviewed this request at its meeting on January 24, 2023, during which a public hearing was held for the Commission to receive public comment on the proposed joint Public Works and Police Campus project. The Commission inquired about the proposed parking spaces for the site since what was proposed was significantly lower than what had been approved in past similar sized projects. Staff explained the number of parking spaces provided would be sufficient to support the campus due to a combination of shift work staff with the Police Department and as well as a low number of full time staff with the Public Works Department. The Commission questioned the parking capacity at the Rosemount City Hall, which staff went on to explain that the parking that was proposed for the site was found to be sufficient to support a public institutional building and use. The Commission asked for clarification on the proposed fence that will be on site. Staff explained that in the PI-Public Institutional zoning district fences have a maximum allowed height of 6-feet, but the applicant is requesting a deviation from the maximum height to allow for the fence to be 8-feet height. The Commission received one public comment on this item from a neighboring resident of the project site. The resident had initial concerns for the change in scenery near and around their neighborhood and asked for clarification on the size of the berm proposed to be constructed and screening for the site. The applicant spoke as well answering questions related to parking and the fencing that the Commission had during their initial discussion. The Planning Commission voted unanimously to recommend approval of the project. BACKGROUND In January 2022, the City Council approved a minor subdivision that was initiated by the City of Rosemount on behalf of the Minnesota National Guard that facilitated a land swap between the two parties. Flint Hills Resources donated a 20-acre parcel to the City which was then exchanged for the northern 20 acres of the Minnesota National Guard site on the west side of Biscayne Avenue and is now the site of the proposed Public Works and Police Campus project. The Minnesota National Guard has a policy of maintaining its current footprint in the metropolitan area, so any sale or transfer of property must come with the acquisition of property of equal area. The approved subdivision split off the northern 20 acres of the original 49.38-acre parcel with the subdivision meeting all the dimensional standards of the City Code when it was approved. ISSUE ANALYSIS Legal Authority. Site plan review requests are considered quasi-judicial actions and are required for all commercial, industrial, institutional, and multi-family development projects. In such cases, the City is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance, and Subdivision Ordinance are being followed. Generally, if the application meets these requirements it must be approved. The Planned Unit Development Master Development Plan is a legislative decision because of the Code deviations being requested. Legislative decisions give the Planning Commission more latitude, but consideration should be given to the PUD standards of previously approved developments in the City. The purpose of a Planned Unit Development review is to evaluate each project as it relates to the performance and site design standards of the zoning ordinance. 3 Land Use and Zoning . The subject property is PI – Public Institutional within the City’s future land use and is zoned PI – Public Institutional consistent with this land use category. The purpose statement for this land use category notes that the district is intended to accommodate the civic, religious, governmental, and educational needs of the community. The PI – Public Institutional standards are used for the review sections that follow. Lot and Building Standards The principal structure is a 160,000 square foot building that will house both the City of Rosemount’s Public Works Department and Police Department. The main facility will contain a combination of both office space and garage/storage spaces. Also shown on the plans are two cold storage buildings located near the southwest property line. The northern of the storage building is planned to be 4,800 square feet in size and the southern storage building 7,500 square feet in size. There are a few areas on site that are planned for future expansion as well. Some of those areas include a 17,072 square foot area in the southern portion of the main facility, a 4,090 square foot area on the southwestern portion of the main facility, a 7,500 square foot area for a future cold storage building near the southwest property boundary and an area on the northern portion of the site for future employee and staff parking. There are three accesses into the site, two of which will be used by City employees and one for the public. All accesses stem from Biscayne Avenue with the main public entrance being located in the middle of the two employee used entrances. The main public entrance to the facility is located directly west of Biscayne Avenue and is located on the eastern side of the facility. Entrances for City employees and staff are located on the western side of the facility. The site plan also shows two operable gates at the two accesses points into the site that will be used by City employees and staff. Proposed around the southern, western, and northern portion of the site is an 8-foot tall site fence. The City Code only allows fences to be up to 6-feet in height in the PI – Public Institutional zoning district, so the applicant is asking for a deviation from the City’s Code to allow for the 8-foot fencing on site, which staff is supportive of. The site plan shows that the main facility and as well as the two accessory structures proposed are meeting the minimum lot and setback standards required for the PI – Public Institutional zoning district. The site is also below the maximum lot coverage allowed for the zoning district, which is 70%. The site has a total of 11.23 acres of impervious surface coverage, which is around 58% of the total 19.31-acre site. There is 8.08 acres of pervious surface area on site which is a combination of the five stormwater pounding areas that will located in the southern and eastern portions of the site and as well as the existing tree coverage and future landscaping that will be located around the site. Building Performance Standards for the PI – Public/Institutional Category Standard Proposed Main Facility Proposed Cold Storage Structures Front (East) 30 ft. 214 ft. >30 ft. Side (North) 30 ft. 171 ft. >30 ft. Side (South) 30 ft. 191 ft. >30 ft Rear (West) 30 ft. >30 ft. 30-ft and 31-ft Category Standard Proposed Maximum Lot Coverage 70% Approx. 58% Exterior Materials and Massing The PI – Public Institutional building materials standards require the building to be at least 50% brick or 4 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. The building elevation plans indicated that the exterior of the principal building will be a mixture of three colors of architectural precast concrete, metal siding, metal panels, and burnished block. The applicant has provided color elevations which are included within the attachments. As part of the Planned Unit Development, the applicant is requesting a deviation from the building material standards that requires the building to be at least 50% brick or natural stone. Also, while metal paneling and siding is 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 is requesting the two cold storage buildings on site be constructed of prefab sheet metal rather than concrete panels. Staff is supportive of this due to the fact that the structures will be placed over 900’ from Biscayne Avenue and will be screened from the west with the existing trees located directly west of the storage buildings. Access and Parking The proposed joint public works and police campus will have three points of access into the site, two of which will be intended for employee and City vehicles. The northern and southern entrances to the site will contain operable gates since these entrances will be used for City employees and vehicles. To the west of the operable gates contains employee parking, patrol car parking, an area for future parking. The main access into the site will come from an access point in between the two secondary accesses off Biscayne Avenue and will contain a public parking area and the main entrance into the facility. There will be sidewalks located along the front area of the facility west of the public parking lot. There is also a sidewalk proposed along the eastern boundary of the property that will be located directly west of Biscayne Avenue. That proposed sidewalk will have a connection through the proposed public parking lot area to the front entrance of the facility. Biscayne Avenue in this area of the City presently sees a traffic volume of approximately 3,000 vehicles daily. It is a collector level roadway configured and designed to handle traffic volumes several times existing levels, featuring single lanes in each direction, a center turn lane, and shoulder lanes. The campus is expected to generate 300-400 trips/day originating from and arriving at the site from employees commuting to work, operations for both police and public works, and visitors. However, it is very important to note that many of the trips that will arrive and depart from the site are already occurring on Biscayne Avenue on a daily basis as the City conducts daily operations between the north/east part of the City and the existing City Hall and Public Works campus. Additionally, the majority of trips to and from the site are distributed throughout the City’s regular business operating hours of 7am-4:30pm and largely avoid the peak hours. It is staff’s conclusion that traffic volumes are not significantly impacted by this project and Biscayne Avenue will continue to function at an acceptable level of service. The zoning ordinance requires a total of 1 parking stall per 200 square feet of space for government office uses and requires 1 stall per 2,000 square feet of space for warehousing/storage uses. With the mixture of office space and warehousing/storage space on site the parking stall requirement is 382 stalls. The plans provided by the applicant shows 181 parking stalls provided on site, which is a shortfall of 201 stalls. Required Proposed 382 Spaces @ 1/200sf (government offices) and 1/2,000sf (warehouse) 181 Spaces The public parking lot located directly west of Biscayne Avenue and east of the front entrance to the facility will contain 74 stalls. The private/employee parking area located in the western portion of the site will contain 62 stalls with an area for future parking directly north of the employee parking area containing 36 stalls. An additional 9 parking stalls are shown for patrol car parking on the northern end of the site directly west of the northern secondary access. Though there is a shortfall of 201 stalls the applicant is 5 confident that the parking provided on site is sufficient due to the shift work that occurs for employees within the police department and as well as there only being 28 full time public works staff. Staff is supportive of a deviation to the code to allow for fewer parking stalls on site and it will be included into the Planned Unit Development Master Development Plan. Landscaping The City’s landscape regulation currently does not include a specific standard for the PI – Public Institutional zoning district. The landscape plan for the 19.31 acre site shows 211 new tree plantings on site with 41 of those trees being coniferous and 170 deciduous. A majority of the new tree plantings are located along the southern, western and northern perimeters of the site. A significant number of plantings is proposed on the northern portion of the site to act as a buffer to the neighborhood directly to the north. There are also plantings shown surrounding the perimeters of the four proposed stormwater ponding areas on site as well. Currently there is a large cluster of trees in the northwestern corner of the site, and the applicant’s landscape plan shows that they plan on preserving a total of 1,513 caliper inches of significant trees in that area. There is also a stretch of existing trees that abut up to the western perimeter of the site that will continue as a buffer to the railroad corridor. The landscape plan shows the addition of 200 foundation plantings on site. A vast majority of the foundation plantings are shown to be located along the front area of the facility where the main entrance is located. There will also be foundation plantings located near the employee entrance on the western side of the facility. The plan also shows landscaped islands and peninsulas scattered throughout both the public parking area and the employee parking area. Signage The applicant is asking for a deviation from 11-8-6 F.2.a., which states “One (1) freestanding monument sign per site. Sites with multiple frontages along a public right-of-way will be allowed one (1) additional sign per right-of-way frontage provided that the frontage faces another commercial or industrial use or collector or arterial road as identified in the Comprehensive Plan. Each sign is limited to fifty (5) square feet and six feet (6’) in height. These signs shall be located on private property and shall not be located within any sight triangle.” The applicant is requesting a deviation from the code to allow for up to three free standing monument signs along the same right-of-way frontage. Staff is supportive of the deviation from the code and will be included within the Planned Unit Development Master Development Plan. Future installation of any signs on the site will be subject to the applicable sign standards and require approval of an administrative sign permit. Site Lighting The plans provided by the applicant indicate the site will be lighted with a combination of wall and pole mounted lights. The plan shows wall lighting surrounding the perimeter of the building with the pole lighting in areas such as the proposed parking lots, the southern perimeter of the fenced in area, near the cold storage structures, and along the northern interior road accessed by City employees. The photometric study shows that the lumens at the property line adjacent to residential areas will remain below the maximum of .5 lumens allowed and will remain below 1.0 lumens at any non-residential property lines. Engineering Detailed grading, erosion control, utility, storm sewer and stormwater management plans have been submitted with the applications and reviewed by the City’s engineering consultant. The applicant’s consultant has been working closely with the City’s engineering department to address concerns that have come up with the submitted plans. Included in the attachments is a combined civil site design and stormwater review memorandum from the City’s engineering consultant. RECOMMENDATION Planning Commission and Staff are recommending approval of the requests subject to the conditions 6 listed in the recommended action. This recommendation is based on the information provided by the applicant and reviewed in this report. CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2023-XX A RESOLUTION APPROVING THE PLANNED UNIT DEVELOPMENT (PUD) MASTER DEVELOPMENT PLAN WITH REZONING FOR THE CITY OF ROSEMOUNT’S JOINT PUBLIC WORKS AND POLICE CAMPUS WHEREAS, the Community Development Department of the City of Rosemount received a request initiated by the City of Rosemount for a Planned Unit Development Master Development Plan with Rezoning for a joint Public Works and Police Campus, concerning property legally described as: That part of Lot 3, Auditor’s Subdivision One (1), Rosemount, Dakota County, Minnesota, which lies north of the following described line: Commencing at the northeast corner of the Northeast Quarter of Section 29, Township 115 North, Range 19 West, Dakota County, Minnesota, also being the northeast corner of said Lot 3; thence on an assumed bearing of South 00 degrees 37 minutes 39 seconds West, along the east line of said Northeast Quarter, also being the east line of said Lot 3, a distance of 905.04 feet to the point of beginning of said line to be described; thence South 88 degrees 36 minutes 48 seconds West, a distance of 1110.57 feet, more or less, to the west line of said Lot 3. WHEREAS, on January 24, 2023 the Planning Commission held a public hearing and recommended approval of the PUD Master Development Plan with rezoning for the joint Public Works and Police Campus, subject to conditions; and WHEREAS, on February 21, 2023 the City Council of the City of Rosemount reviewed the Planning Commission’s recommendations. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the Planned Unit Development (PUD) Master Development Plan for the City of Rosemount’s joint Public Works and Police Campus and the Rezoning from PI – Public Institutional to PI PUD – Public Institutional Planned Unit Development, subject to: a) Conformance with all conditions of the City Engineer as outlined in the memo dated January 5, 2023, prior to issuance of a building permit. b) A deviation from City Code Section 11-4-18 G.3. to allow for the exterior wall surface of the principal building to be a mixture of precast concrete, metal siding, metal paneling, and burnished block in lieu of brick and natural stone and to allow for the cold storage structures to be made of prefab sheet metal in lieu of architectural textured concrete panels cast in place. c) A deviation from City Code Section 11-5-2 C.e. to permit an eight (8) foot tall fence to be located on site. d) A deviation from City Code Section 11-6-1 H. to reduce the required minimum parking from 382 spaces to 181 spaces. e) A deviation from City Code Section 11-8-6 F.2.a. to allow for up to three (3) free standing monument signs on the same right-of-way frontage. 2 ADOPTED this 21st day of February, 2023 by the City Council of the City of Rosemount. __________________________________________ Jeffery D. Weisensel, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2023-XX A RESOLUTION APPROVING THE PLANNED UNIT DEVELOPMENT (PUD) FINAL SITE AND BUILDING PLAN FOR THE CITY OF ROSEMOUNT TO ESTABLISH A JOINT PUBLIC WORKS AND POLICE CAMPUS WHEREAS, the Community Development Department of the City of Rosemount received a request initiated by the City of Rosemount for a Planned Unit Development (PUD) Final Site and Building Plan concerning property legally described as: That part of Lot 3, Auditor’s Subdivision One (1), Rosemount, Dakota County, Minnesota, which lies north of the following described line: Commencing at the northeast corner of the Northeast Quarter of Section 29, Township 115 North, Range 19 West, Dakota County, Minnesota, also being the northeast corner of said Lot 3; thence on an assumed bearing of South 00 degrees 37 minutes 39 seconds West, along the east line of said Northeast Quarter, also being the east line of said Lot 3, a distance of 905.04 feet to the point of beginning of said line to be described; thence South 88 degrees 36 minutes 48 seconds West, a distance of 1110.57 feet, more or less, to the west line of said Lot 3. WHEREAS, on January 24, 2023, the Planning Commission of the City of Rosemount held a public hearing and reviewed the PUD Final Site and Building Plan; and WHEREAS, on January 24, 2023, the Planning Commission recommended approval of the PUD Final Site and Building Plan, subject to conditions; and WHEREAS, on February 21, 2023, the City Council of the City of Rosemount reviewed the Planning Commission’s recommendations. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the Planned Unit Development (PUD) Final Site and Building Plan for a joint Public Works and Police Campus, subject to: 1. Issuance of a Building Permit. 2. The applicant shall adhere to all conditions listed in the City Council resolution approving the PUD Master Development Plan. ADOPTED this 21st day of February 2023, by the City Council of the City of Rosemount. __________________________________________ Jeffery D. Weisensel, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk EXCERPT FROM THE JANUARY 24, 2022 PLANNING COMMISSION MEETING MINTUES 6c. City of Rosemount Joint Police and Public Works Campus. Planner Hogan gave a presentation and summary of the staff report for the Planning Commission. The Planning Commission is being asked to consider a request by the City of Rosemount for approvals which would allow for the construction of a 160,000 square foot joint Police and Public Works Campus. The property is located 1/3 mile north of 145th Street West and west of Biscayne Avenue. Commissioner comments: Chair Kenninger asked about parking requirements proposed in the site plans as the parking requirements are significantly lower than what has been approved in the past for similar sized buildings. Planner Hogan noted that the parking spaces were sufficient to support the joint campus due many of the employees working shift work hours. The shift work of officers and public works employees does not require them to all to be on campus at any given time throughout the normal workday. Commissioner Reed asked what the parking capacity is at City Hall currently. Senior Planner Nemcek added that the City Planning Department goes through a rigorous review of the proposed parking requirements. The City has determined that the parking, as planned for worst case scenario, is sufficient to support a public institutional building and use. Chair Kenninger added that she wanted to treat this case as the commission would any ot her. Commissioner Powell asked if all the equipment, including all trucks, be kept inside the garage. Planner Hogan confirmed that most City vehicles would be parked inside. Commissioner Reed asked about the height of the fence. Planner Hogan noted that the public institutional zoning district requires a 6-foot fence, the project is proposing an 8-foot fence instead which requires the Commission to approve the fence height. The public hearing opened at 7:32 pm. Public Comments: Mary Hoben 13976 Blarney Court Rosemount, Minnesota She noted that she was the representative for the HOA for Connemara Crossing. She noted that there is concern for the change in scenery near and around the neighborhood. She asked for clarification on the size of the berm proposed to be constructed and screening for the site. Nick Egger City of Rosemount Engineer Nick, the city engineer, addressed questions posed by the commission as well as residents. He first addressed the parking questions brought up by chair Kenninger. He noted that most of the parking of the police force will be kept indoors, within a garage. Chair Kenninger asked if the parking took into consideration the seasonal public workers which was confirmed by Nick, the city Engineer. Commissioner Thiagarajan asked if the fence surrounding the building will be constructed around the entirety of the building. Nick noted that the fence will not encompass the entire building, however, it would be along the Northwest and Southern side of the building. The front of the building will host a decorative iron, looking material. MOTION by Kenninger to close the public hearing. Second by Powell Ayes: 6. Nays: 0. Motion Passes. The public hearing closed at 7:39 pm. Additional Comments: None. MOTION by Rivera to recommend the City Council to approve the City of Rosemount Police and Public Works building. Second by Powell. Ayes: 6. Nays: 0. Motion Passes. BR A Z I L A V E CON N E M A R A T R L W BI S C A Y N E A V E APPROXIMATE PROJECT LOCATION ARCHITECT BKV GROUP 222 NORTH 2ND STREET, SUITE 101 MINNEAPOLIS, MN 55401 (P) - 612-373-9514 CONTACT: MICHAEL HEALY AIA ENGINEER STANTEC CONSULTING SERVICES, INC. 7500 OLSON MEMORIAL HIGHWAY, SUITE 300 GOLDEN VALLEY, MINNESOTA 55427 (EMAIL) - DAN.LAVENDER@STANTEC.COM CONTACT: DAN LAVENDER, P. E. VICINITY MAP NOT TO SCALE 65% CONSTRUCTION PLANS FOR ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS ROSEMOUNT, MN 55068 JANUARY 2023 PROJECT LOCATION CITY: ROSEMOUNT COUNTY: DAKOTA DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 CALL BEFORE YOU DIG DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 0 0 1 C O V E R S H E E T 0 5 0 9 5 . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 2 3 : 1 6 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T C-001 COVER SHEET CITY CITY OF ROSEMOUNT 2875 145TH STREET W, ROSEMOUNT, MN 55068 (PHONE) - 651-322-2015 CONTACT: NICK EGGER, P.E., PUBLIC WORKS DIRECTOR ARCHITECT OERTEL ARCHITECTS, LTD. 1795 SAINT CLAIR AVE, SAINT PAUL, MN 55105 (P) - 651-696-5186 CONTACT: ANDREW N. COOPER, AIA SHEET LIST TABLE SHEET NUMBER SHEET TITLE C-001 COVER SHEET C-004 EXISTING CONDITIONS C-005 REMOVALS AND PRECONSTRUCTION EROSION CONTROL PLAN C-101 SITE PLAN C-201 POST-CONSTRUCTION STABILIZATION PLAN C-301 GRADING PLAN C-401 UTILITY PLAN C-501 STORM SEWER PLAN C-801 DETAILS C-802 DETAILS C-803 DETAILS C-804 DETAILS C-805 DETAILS THIS PLANSET CONTAINS 13 SHEETS 97 5 97 5 97 2 973 97 4 9 7 4 97 6 97 6 97 7 97 7 97 8 9 7 8 9 7 9 97 9 9 7 5 9 7 6 9 7 7 9 7 8 9 7 9 975 974 974 976 977 978 979 97 9 975 980 974 976 977 978 979 DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 CALL BEFORE YOU DIG DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 0 0 1 E X I S T I N G C O N D I T I O N S 0 5 0 9 5 . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 2 5 : 4 3 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T ( IN FEET ) GRAPHIC SCALE 0 1 inch = 50 ft. 50 10050 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. NOTES U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 0 0 1 E X I S T I N G C O N D I T I O N S 0 5 0 9 5 . d w g 1/ 1 1 / 2 0 2 3 GR U N K L E E , S A M C-004 EXISTING CONDITIONS PROPERTY BOUNDARY LEGEND LOT LINE SECTION LINE QUARTER LINE RIGHT OF WAY LINE X X EXISTING FENCE LINE >>>>EXISTING STORM SEWER EXISTING SANITARY SEWER I EXISTING WATERMAIN OU EXISTING OVERHEAD UTILITY LINE EXISTING EDGE OF PAVEMENT EXISTING ROAD CENTERLINE EXISTING CROP EDGE EXISTING CONCRETE SURFACE EXISTING ASPHALT SURFACE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING CURB AND GUTTER EXISTING SANITARY MANHOLE EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET EXISTING STORM SEWER INLET EXISTING FLARED END SECTION EXISTING HYDRANT EXISTING WATER VALVE WV DYH EXISTING UTILITY POLE 97 5 97 5 975 980 972 973 974 974 974 976 976 976 97 7 97 7 977 978 978 978 97 8 97 8 978 979 97 9 9 7 9 979 979 979 979 97 9 TEMPORARY SEDIMENT BASIN WITH APPROXIMATELY 20.2 ACRES OF CONTRIBUTING DRAINAGE * 1800 CF/AC = 36,360 CF = 0.84 AF OF TEMPORARY STORAGE 1.1 1.1 1.1 1.2 1.2 1.2 1.3 1.3 1.3 2.1 2.1 2.1 2.1 2.1 2.2 2.2 2.3 2.3 2.3 3.1 3.1 3.1 3.1 3.2 3.3 3.3 3.33.3 3.3 3.3 3.3 3.4 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.6 3.3 ►► 3.7 DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 CALL BEFORE YOU DIG DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 0 0 2 R E M O V A L S A N D P R E C O N S T R U C T I O N E R O S I O N C O N T R O L P L A N 0 5 0 9 5 . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 2 9 : 1 8 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T ( IN FEET ) GRAPHIC SCALE 0 1 inch = 50 ft. 50 10050 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2.CLEAR AND GRUB WITHIN CONSTRUCTION LIMITS AS APPLICABLE. 3.CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECT DOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF. 4.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFF SET FROM PROPERTY LINE FOR CLARITY, WHEN APPLICABLE. 5.CONTRACTOR MAY MODIFY LOCATION, SIZE, AND DISCHARGE OF TEMPORARY SEDIMENT BASIN(S) AND DIVERSION DITCH(ES) AS SITE CONDITIONS DICTATE DURING CONSTRUCTION. THUS, SEDIMENT BASIN AND DIVERSION DITCH ARE SHOWN GENERALLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE A QUALIFIED INDIVIDUAL MUST COMPLETE ALL CHANGES TO THE SWPPP, BASIN/DITCH PLACEMENT, AND SIZING. TEMPORARY BMP'S MUST MEET THE REQUIREMENTS OF THE NPDES PERMIT AT ALL TIMES. 6.GAS, ELECTRIC, COMMUNICATION, AND OTHER PRIVATE UTILITY LINES EXIST WITHIN THE PUBLIC RIGHT OF WAY. USE CAUTION DURING ALL EXCAVATION ON SITE. 7.MAINTAIN EXISTING OVERLAND FLOW PATTERNS THROUGHOUT CONSTRUCTION. PROVIDE BYPASS AS NECESSARY. NOTES C-005 REMOVALS AND PRECONSTRUCTION EROSION CONTROL PLAN 1.REMOVAL ITEM 1.1.SAWCUT PAVEMENT 1.2.REMOVE BITUMINOUS PAVEMENT 1.3.REMOVE CURB 1.4.CLEAR AND GRUB 2.PROTECT ITEM 2.1.PROTECT EXISTING UTILITIES AND STRUCTURES 2.2.PROTECT OVERHEAD UTILITIES 2.3.PROTECT EXISTING SIGN 3.EROSION CONTROL ITEM 3.1.INLET PROTECTION - SEE DETAIL EC-6/C-801 3.2.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL EC-1/C-801 3.3.SILT FENCE - SEE DETAIL EC-3/C-801 3.4.DIVERSION DITCH 3.5.ROCK CHECK DAM - SEE DETAIL 4/C-805 3.6.TEMPORARY SEDIMENT TRAP - SEE DETAIL 5/C-805 3.7.TEMPORARY STORM PIPE WITH FAIRCLOTH SKIMMER FOR OVER FLOW OF TEMPORARY SEDIMENT BASIN. CORE DRILL INTO EX-CBMH 1092 AT INV IN: 970.00' KEYNOTES # LEGEND LOT LINE RIGHT OF WAY LINE EXISTING EASEMENT LINE PROPERTY BOUNDARY REMOVE BITUMINOUS PAVEMENT REMOVE CURB AND GUTTER SAWCUT PAVEMENT CONSTRUCTION LIMITS SILT FENCE INLET PROTECTION DITCH AND CHECK DAM TEMPORARY SEDIMENT TRAP DISCHARGE ROCK CONSTRUCTION EXIT 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 XXXX 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 PROPOSED BUILDING SF: 160,000 FFE: 980.25 PROPOSED COLD STORAGE SF: 7,500 PROPOSED SALT STORAGE SF: 4,800 SOUTH WET POND NWL: 972.0' 100 YEAR HWL: 975.0' 10 DAY SNOWMELT: 975.9' FUTURE COLD STORAGE SF: 7,500 PROPOSED STORAGE BINS SF: 5,040 FUTURE EXPANSION AREA SF: 17,072 FUTURE EXPANSION AREA SF: 4,090 SOUTH INFILTRATION BASIN NWL: 966.0' 100 YEAR HWL: 974.4' 10 DAY SNOWMELT: 975.7' NORTH WET POND NWL: 975.0' 100 YEAR HWL: 976.6' 10 DAY SNOWMELT: 977.2' NORTH INFILTRATION BASIN NWL: 968.0' 100 YEAR HWL: 975.7' 10 DAY SNOWMELT: 977.1' 32' 75 ' 75 ' 100' 28' 18 0 ' 60' 80 ' 43 ' 97 ' 25' 11' 5' 17 . 2 ' 20 . 7 ' 9. 5 ' 20' 9. 5 ' 20' 24 ' 24' 24 ' 10 ' 60' 20'20' 6' 19 ' 9.5' 6' 6' 6' 6' 7' 6' 6' 7' 6' 6' 5' 5' 5' 39'5.3'26' 9.5' 20 ' 5. 1 ' 24 ' 24' 176' 46' 28 ' 7' 9.5'14'14' 9.5' 16 . 6 ' 19 ' 9. 5 ' 19 . 8 ' 5'5' 2' 12' 24 ' 24' 24' 20' 9. 5 ' 20' 9. 5 ' 20' 9. 5 ' 20' 9. 5 ' 9. 5 ' 20' R25' R25' R25' R25' R 5 ' R 6 9 ' R 4 5 ' R10' R 1 0 ' R1 0 ' R 8 ' R 1 0 ' R10 ' R8' R 8 ' R8' 20 ' 9.5' 20 ' 9.5' 20 ' 9.5'20 ' 9.5' R 4 0 ' R4 0 ' R4 6 ' R4 6 ' R 4 6 ' R 4 6 ' R2 9 ' R25' R2 5 ' R10 ' R 8 ' R32'R8' 1.1 97 ' 28'14 6 ' 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.6 1.9 1.9 1.9 1.10 1.10 1.11 1.11 1.11 1.11 1.11 1.11 1.12 1.12 1.12 1.10 10 ' 30 ' 10' 30' 10 ' 30 ' 20' 30' 1.13.1 1.13.1 1.13.1 1.13.1 1.13.2 1.13.3 1.13.3 1.13.4 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.15 2.2 2.1 2.12.12.1 2.12.12.1 2.12.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 1.17 1.17 1.17 2.4 2.42.42.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.52.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.6 2.7 2.8 2.8 2.9 2.9 2.9 2.9 2.9 2.9 2.10 2.10 2.10 2.11 2.12 2.12 2.12 2.12 2.12 2.12 R1 5 ' 1.12 60' 10 ' 1.2 2.15 2.13 2.14 2.15 12 12 14 14 1010 54 1818 13 10 10 13 9 9 R 1 5 ' R15 ' 1.16 2.3 2.16 2.12 6' 6' 20' 8' 8.5' 6' 37 ' 18' 2.1 2.1 2.1 2.1 R50' 2.15 1.3 1.3 1.3 1.3 1.3 1.3 5' 5' 5' 5' 1.18 R10 ' 22 . 6 ' 24 ' 5' DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 CALL BEFORE YOU DIG DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 1 0 1 S I T E P L A N 0 5 0 9 5 . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 3 1 : 3 8 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T ( IN FEET ) GRAPHIC SCALE 0 1 inch = 50 ft. 50 10050 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. NOTES 1.STANTEC DESIGN ITEMS 1.1.MATCH EXISTING 1.2.CONCRETE SIDEWALK - SEE DETAIL 2/C-804 1.3.CONCRETE PAVEMENT - SEE DETAIL 3/C-804 1.4.BITUMINOUS PAVEMENT - SEE DETAIL 1/C-804 1.5.PATCH BITUMINOUS PAVEMENT - MATCH EXISTING SECTION 1.6.B612 CURB AND GUTTER - SEE DETAIL ST-1/C-803 1.7.SURMOUNTABLE CURB AND GUTTER - SEE DETAIL ST-1/C-803 1.8.CURB TRANSITION 1.9.CONCRETE DRIVEWAY APRON - SEE DETAIL ST-6/C-803 1.10.HANDICAP ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN - SEE DETAILS ON SHEET C-804 1.11.4" WHITE PAINT STRIPE (TYP.) 1.12.DIAGONAL WHITE STRIPING AT 2' O.C. 1.13.SETBACKS 1.13.1.30' BUILDING SETBACK 1.13.2.20' PARKING SETBACK 1.13.3.10' PARKING SETBACK 1.13.4.5' PARKING SETBACK 1.14.PROPOSED ACCESS/MAINTENANCE EASEMENT 1.15.FUTURE PARKING AREA 1.16.SAFE EXCHANGE STALLS 1.17.STOP SIGN 1.18.GRAVEL SURFACING - SEE DETAIL 11/C-804 2.DESIGN ITEMS BY OTHERS 2.1.LIGHT POLE (TYP.) 2.2.BOLLARD 2.3.BLUE LIGHT EMERGENCY PHONE 2.4.DOOR LOCATION WITH STOOP - SEE ARCHITECTURAL/STRUCTURAL PLANS 2.5.OVERHEAD DOOR LOCATION WITH APRON (TYP.) - SEE ARCHITECTURAL/STRUCTURAL PLANS 2.6.GENERATOR WITH CONCRETE PAD - SEE ARCHITECTURAL/STRUCTURAL PLANS. PAD DESIGN BY OTHERS 2.7.TRANSFORMER WITH CONCRETE PAD - SEE ARCHITECTURAL/STRUCTURAL PLANS. PAD DESIGN BY OTHERS 2.8.TRASH/RECYCLING ENCLOSURE - SEE ARCHITECTURAL PLANS 2.9.FENCE - SEE SEE ARCHITECTURAL PLANS 2.10.GATE - SEE ARCHITECTURAL PLANS 2.11.MONUMENT SIGN - SEE ARCHITECTURAL/STRUCTURAL PLANS 2.12.RETAINING WALL - SEE ARCHITECTURAL/STRUCTURAL PLANS 2.13.FUEL ISLAND - SEE ARCHITECTURAL PLANS 2.14.OUTDOOR STORAGE TANKS - SEE ARCHITECTURAL PLANS 2.15.ACCESS PEDESTAL - SEE ARCHITECTURAL PLANS 2.16.FLAG POLE - SEE ARCHITECTURAL/LANDSCAPE PLANS KEYNOTES C-101 SITE PLAN # LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE PROPERTY BOUNDARY LEGEND CURB AND GUTTER PROPOSED PARKING COUNT BITUMINOUS PAVEMENT CONCRETE SIDEWALK X X FENCE # 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 XXXX 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 PROPOSED BUILDING SF: 160,000 FFE: 980.25 PROPOSED COLD STORAGE SF: 7,500 PROPOSED SALT STORAGE SF: 4,800 SOUTH WET POND NWL: 972.0' 100 YEAR HWL: 975.0' 10 DAY SNOWMELT: 975.9' FUTURE COLD STORAGE SF: 7,500 PROPOSED STORAGE BINS SF: 5,040 FUTURE EXPANSION AREA SF: 17,072 FUTURE EXPANSION AREA SF: 4,090 SOUTH INFILTRATION BASIN NWL: 966.0' 100 YEAR HWL: 974.4' 10 DAY SNOWMELT: 975.7' NORTH WET POND NWL: 975.0' 100 YEAR HWL: 976.6' 10 DAY SNOWMELT: 977.2' NORTH INFILTRATION BASIN NWL: 968.0' 100 YEAR HWL: 975.7' 10 DAY SNOWMELT: 977.1' ► ► ►►►►►► ►► ►► ►► ►► ►► ►► II I I I I I I I I I I I I I IIIIIIIIII I I I I I I I I I I I I I I I I I ►►►►► ► ► ►►►►►►►►►►►►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► I I I I I I I I I I I I I I I I I I I I I I III 970 975 975 967 9 6 7 968969 971 972 972 973 973 974 974 976 976 970 975 966 967 968 969 971 972 973 974 976 977 9 7 5 9 8 0 9 8 0 980 98 0 9 8 0 97 2 9 7 3 9 7 4 9 7 6 9 7 7 97 8 978 9 7 8 9 7 9 979 9 7 9 979 9 7 9 970 975 980 980 980 980 968969 971972973974 976977 9 7 8 97 8 978 979 97 9 9 7 9 979 979 979 979 981 981 981 982 982 983 983 9849 8 4 975976977978 970969 971 972 973 974 98 0 9 7 8 9 7 9 97 0 97 5 98 0 96 8 96 9 97 1 97 2 97 3 97 4 97 6 97 7 97 8 97 9 98 0 98 0 97 7 97 7 97 7 97 7 97 8 97 8 97 8 9 7 8 97 9 97 9 9 7 9 97 9 1 1 1 1 1 1 1 1 2 2 2 2 3 3 3 3 3 3 3 3 3 4 6 8 6 1 1 1 1 6 6 1 6 1 6 1 1 1 6 6 6 977 978 975 972973974976 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 55 5 5 5 5 5 5 5 ►► ►► ►► ►► 6 25 . 0 % 7 7 7 7 7 7 7 77 7 7 7 7 ►► ►► ►► ►► ►► ►► ►► ►► ►► I I III I 1 2 2 1 6 6 6 ► ► ► ► ►►►►►►►►►►►►►► ►►►►►►►► ►►►►►►►► I I IIIIIIIIII ► ► ► DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 CALL BEFORE YOU DIG DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 2 0 1 P O S T C O N S T R U C T I O N S T A B A L I Z A T I O N P L A N . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 3 6 : 4 3 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T ( IN FEET ) GRAPHIC SCALE 0 1 inch = 50 ft. 50 10050 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2.CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALL TIME THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECT DOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF. 3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFF SET FROM PROPERTY LINE FOR CLARITY WHEN APPLICABLE. 4.SOD SHALL BE INSTALLED IN THE BOULEVARD ADJACENT TO CURB AND GUTTER - SEE LANDSCAPE ARCHITECT PLAN NOTES 1.INLET PROTECTION - SEE DETAIL EC-6/C-801 2.CULVERT END PROTECTION - SEE DETAIL 3/C-805 3.SILT FENCE - SEE DETAIL EC-3/C-801 4.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL EC-1/C-801 5.PERMANENT STABILIZATION - SEE LANDSCAPE ARCHITECT PLAN 6.RIPRAP (WITH GROUT IF 21" DIAMETER OR LARGER) - SEE DETAILS SD-9 AND SD-10/C-802 7.EROSION CONTROL BLANKET - SEE DETAIL 7/C-805 8.TURF REINFORCEMENT MAT - MN DOT 3885 CATEGORY 70 KEYNOTES # C-201 POST-CONSTRUCTION STABILIZATION PLAN LEGEND LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE PROPERTY BOUNDARY EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER ROCK CONSTRUCTION EXIT SILT FENCE INLET PROTECTION EROSION CONTROL BLANKET RIPRAP PROPOSED MINOR CONTOUR901 PROPOSED MAJOR CONTOUR900 GRADING LIMITS CONSTRUCTION LIMITS EXISTING WATERMAIN STORM MANHOLE STORM CATCH BASIN FLARED END SECTION ►►SANITARY SEWER I I WATERMAIN SANITARY MANHOLE HYDRANT GATE VALVE ►►►►STORM SEWER PERMANENT STABILIZATION SOIL MAP IN ACCORDANCE WITH SECTION 21 OF THE GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES, THE PREPARER OF THIS DOCUMENT WAS TRAINED UNDER THE UNIVERSITY OF MINNESOTA EROSION AND SEDIMENT CONTROL CERTIFICATION PROGRAM. JOHN PENSHORNS CERTIFICATION IN DESIGN OF SWPPP IS VALID THROUGH MAY 31ST, 2024. THE ADJACENT TABLE INDICATES THE ESTIMATED MATERIAL QUANTITIES NECESSARY TO IMPLEMENT THE TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS IDENTIFIED IN THIS SWPPP AND ON THE CONSTRUCTION DRAWINGS. TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS WILL BE INSTALLED/CONSTRUCTED WHEN NECESSARY AS CONSTRUCTION ACTIVITIES PROGRESS AND IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS. MAINTAIN AND REPLACE BMPs DURING THE EXECUTION OF THE PROJECT AS REQUIRED TO CONTINUE SWPPP COVERAGE DURING CONSTRUCTION NOTE: QUANTITIES ON PLAN SUPERCEDES LIST QUANTITIES IN A DISCREPANCY SWPPP DOCUMENTS INSPECTIONS IMPAIRED WATERS, SPECIAL WATERS, AND WETLANDS ESTIMATED BMP QUANTITIES AND INSTALLATION SCHEDULE CERTIFICATION PROJECT NAME: ROSEMOUNT PUBLIC WORKS AND POLICE STATION PROJECT LOCATION: AGRICULTURAL FIELD LOCATED NORTH OF EXISTING ROSEMOUNT FIELD MAINTENANCE SHOP LOCATED AT 14221 BISCAYNE AVENUE WEST, ROSEMOUNT, MINNESOTA PROJECT TYPE: TOTAL AREA DISTURBED BY CONSTRUCTION: APPROXIMATELY 19.31 ACRES. THE TOTAL SITE AREA IS APPROXIMATELY 19.31 ACRES. ESTIMATED CONSTRUCTION DATES: INSERT PROJECTED CONSTRUCTION DATES SPRING 2023 - FALL 2023 CUMULATIVE IMPERVIOUS SURFACE/PERMANENT STORMWATER MANAGEMENT REQUIREMENTS: THE PROPOSED PROJECT RESULTS IN A ±10.72 ACRE NET INCREASE/DECREASE IN IMPERVIOUS SURFACE WITHIN THE LIMITS OF DISTURBANCE. INCLUDE ANY INFORMATION ABOUT FUTURE EXPANSION IMPERVIOUS HERE. THE SITE IS NOT WITHIN 1 MILE OF ANY IMPAIRED WATERS ACCORDING TO THE LIST IMPAIRMENTS FROM IWAV GIS APPLICATION HOSTED BY MPCA. THERE ARE NO TMDLS FOR THE WATERBODY LIST TMDLS FROM IWAV GIS APPLICATION HOSTED BY MPCA) THE PERMANENT STORMWATER SYSTEM WILL CONSIST OF A SERIES OF WET PONDS, INFILTRATION BASINS, AND UNDERGROUND STORM SEWER PIPING FOR TREATMENT BEFORE DISCHARGING INTO THE EXISTING CITY STORM SEWER SYSTEM. PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE SITE (OWNER): THE CITY OF ROSEMOUNT CONTACT: NICK EGGER CONTACT PHONE: 651-322-2015 CONTACT EMAIL: NICK.EGGER@ROSEMOUNT.GOV PARTY RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP (CONTRACTOR): TBD CONTRACTOR: (FOREMAN NAME) CONTRACTOR PHONE: (PHONE #) CONTRACTOR EMAIL: (EMAIL) CONTRACTOR SHALL PROVIDE A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE FOR INCORPORATION INTO THIS SWPPP DOCUMENT TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE (THROUGH FINAL STABILIZATION AND NOT SUBMITTAL). CONTRACTOR SHALL ALSO PROVIDE DOCUMENTATION OF PERSONNEL TRAINING IN ACCORDANCE WITH THE PERMIT FOR INCORPORATION INTO THIS SWPPP DOCUMENT AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. CONTRACTOR IS RESPONSIBLE FOR KEEPING A FINAL SWPPP DOCUMENT, CONTAINING THE INFORMATION REQUIRED ABOVE, AT THE CONSTRUCTION SITE FOR THE DURATION OF THE PROJECT. THE SWPPP IS COMPOSED OF, BUT NOT LIMITED TO, THE BELOW PROJECT DOCUMENTS. THESE DOCUMENTS SHALL BE KEPT ON THE PROJECT SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE SWPPP SHALL BE AMENDED BY THE PERSON RESPONSIBLE TO INCLUDE ANY DOCUMENTS NECESSARY TO ENSURE ADHERENCE TO THE GENERAL PERMIT. (NAME OF PROJECT) CIVIL CONSTRUCTION DRAWINGS BY STANTEC DATED (MONTH, YEAR) (NAME OF PROJECT) STORMWATER MANAGMENT PLAN BY STANTEC DATED (MONTH, YEAR) RECORD RETENTION - THE SWPPP, ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT ON-SITE DURING CONSTRUCTION; THE CONSTRUCTION DRAWINGS ARE INCORPORATED HEREIN BY REFERENCE, AND A COPY OF THE PLAN SET SHOULD BE KEPT ON-SITE WITH THE SWPPP RECORDS. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION: 1.ANY OTHER PERMITS REQUIRED FOR THE PROJECT; 2.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION; 3.ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACT, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 4.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. THE INSPECTION LOG WILL BE COMPLETED BY THE CONTRACTOR FOR THE CONSTRUCTION SITE. INSPECTOR(S): TBD - TRAINING DOCUMENTATION (PER SECTION 21.2 OF THE PERMIT) WILL BE INCORPORATED INTO THIS SWPPP AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. THE CONTRACTOR WILL MAKE CORRECTIONS OR REPAIRS REQUIRED TO COMPLY WITH THE PERMIT. INSPECTIONS AT THE SITE WILL BE COMPLETED IN ACCORDANCE WITH THE PERMIT AS FOLLOWS: ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND, WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 1.THE INDIVIDUAL PERFORMING INSPECTIONS MUST BE TRAINED AS REQUIRED BY SECTION 21.3 OF THE PERMIT. TRAINING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR FOR INCORPORATION INTO THE SWPPP. INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMPS, AND INFILTRATION AREAS. CORRECTIVE ACTIONS MUST BE IDENTIFIED AND DATE OF CORRECTION MUST BE NOTED AS IDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY OFFSITE DISCHARGE MUST BE DOCUMENTED AS IDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED WITHIN SEVEN (7) CALENDAR DAYS. AN INSPECTION LOG IS ALSO ATTACHED; THE INSPECTION LOG AND SWPPP MUST BE KEPT ON-SITE FOR THE DURATION OF THE CONSTRUCTION PROJECT. AT A MINIMUM, THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION: -RECORD DATE AND TIME OF INSPECTION. -RECORD RAINFALL RECORDS SINCE THE MOST RECENT INSPECTION. -INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION. -INSPECT THE SITE FOR DEBRIS, TRASH, AND SPILLS. -INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES. -INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PUBLIC STREETS. -RECORD RECOMMENDED REPAIRS AND MODIFICATIONS TO EROSION AND SEDIMENT CONTROLS. -RECOMMEND ANY NECESSARY CHANGES TO THIS SWPPP. -RECORD REPAIRS AND MODIFICATIONS IMPLEMENTED SINCE PREVIOUS INSPECTIONS. -INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, LITTER, AND CONSTRUCTION DEBRIS. THE GENERAL CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G. PAVING, SEWER INSTALLATION, ETC), CLEARING, GRUBBING, GRADING, OR TEMPORARY AND PERMANENT STABILIZATION. THE CONTRACTOR MAY UPDATE OR MODIFY THE SWPPP WITHOUT ENGINEER APPROVAL IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. PRIOR TO ANY SITE DISTURBANCE, AND AS REQUIRED AS CONSTRUCTION PROGRESSES, ANY PERMIT REQUIRED EROSION PREVENTION MEASURES AND THE SEDIMENT CONTROL DEVICES INLET PROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, CULVERT PROTECTION, PERMANENT STABILIZATION, RIP RAP, TEMPORARY SEDIMENT BASIN, DIVERSION DITCHES, AND ROCK CHECK DAMS SHOWN ON THE CONSTRUCTION DRAWINGS WILL BE INSTALLED AT THE SITE. ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WILL BE STABILIZED WITHIN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY (WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION WILL BE INITIATED IMMEDIATELY. EXPOSED SOIL AREAS MUST HAVE TEMPORARY EROSION PROTECTION (SLASH MULCH, EROSION CONTROL BLANKET, SEED) OR PERMANENT COVER YEAR ROUND. CONTRACTOR SHALL IMPLEMENT APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION WHEN PRACTICAL. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. SWPPP IMPLEMENTATION, PHASING, AND SEQUENCE OF CONSTRUCTION: BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT, AND INSTALL SILT FENCE. 2.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS AND INLETS. 3.PREPARE TEMPORARY STORAGE, PARKING, AND PHASING AREAS. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS/BASINS. 5.PERFORM CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE. 6.PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7.BEGIN EXCAVATION OF PERMANENT STORMWATER BASIN AREAS. SEE SEQUENCING BELOW FOR ADDITIONAL INFORMATION. 8.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 9.INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.). 10.PAVE CURB AND GUTTER, SIDEWALK, AND PARKING LOT/ DRIVEWAYS. 11.TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT CONSTRUCTION. DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE AS REQUIRED BY NPDES OR PERMIT. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. THE FOLLOWING MEASURES WILL BE TAKEN AS SEDIMENT CONTROL PRACTICES IN ORDER TO MINIMIZE SEDIMENTS FROM ENTERING SURFACE WATERS: 1.INSTALLATION OF SEDIMENT CONTROL PRACTICES ON ALL DOWN GRADIENT PERIMETERS PRIOR TO LAND DISTURBING ACTIVITIES. 2.SILT FENCING, BIOLOGS, OR OTHER SEDIMENT CONTROL SURROUNDING TEMPORARY SOIL STOCKPILES. 3.VEHICLE TRACKING BMP AT CONSTRUCTION SITE ENTRANCE/EXIT. STREET SWEEPING SHALL BE PERFORMED IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES BOTH ON AND OFFSITE WITHIN 24 HOURS OF DISCOVERY PER THE PERMIT. 4.STREET SWEEPING IS NOT TO BE USED AS A PRIMARY BMP FOR SEDIMENT TRACKING. IF SEDIMENT IS TRACKED OFFSITE, WORK WILL CEASE UNTIL PROPER EROSION CONTROL AND SEDIMENT CONTROL DEVICES ARE INSTALLED AND/OR BEING MAINTAINED TO PREVENT TRACKING BEYOND THE SITE'S PERIMETER (CONTAINMENT AREA). ALL STREET SWEEPING MUST BE PERFORMED UTILIZING A PICK-UP SWEEPER. IF NECESSARY WATER WILL ALSO BE USED TO CLEAN UP THE STREETS PRIOR TO BEING SWEPT TO ENSURE THEY ARE FULLY CLEANED. THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF POLLUTION CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT: -IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 THE HEIGHT OF THE FENCE, REMOVE ALL SEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. -IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVE STANDING WATER AROUND THEM, REMOVE THE SEDIMENT AND CLEAN OR REPLACE THE FILTER WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. -IF THE GRAVEL CONSTRUCTION ENTRANCE(S) ARE FILLED WITH SEDIMENT EITHER REPLACE THE ENTRANCE OR ADD ADDITIONAL GRAVEL WITH 24 HOURS OF DETECTION OR NOTIFICATION. -IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS OR OTHER PROPERTIES, THE INSPECTOR SHALL IDENTIFY THE SOURCE AND DISCHARGE LOCATION OF THE SEDIMENT AND INSTRUCT TO IMPLEMENT ADDITIONAL EROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES. -IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISE MANAGED INAPPROPRIATELY, CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. -IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE INSPECTOR SHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF THE DISCHARGE HAS OCCURRED ON THE PROPERTY, REMOVE THE SEDIMENTS AND DEBRIS WITHIN 24 HOURS OF NOTIFICATION AND CORRECT THE SOURCE OF SUCH MATERIALS AS DIRECTED BY THE INSPECTOR SOLID WASTE: SOLID WASTE, INCLUDING BUT NOT LIMITED TO, COLLECTED ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTE, INCLUDING ALL TRASH ONSITE, MUST BE REGULARLY DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. HAZARDOUS MATERIALS: HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCE MUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENTS, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA REGULATIONS. CONSTRUCTION EQUIPMENT/VEHICLES: EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS SHALL BE TAKEN. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS; CONDUCT FUELING IN A CONTAINED AREA UNLESS INFEASIBLE. CONCRETE WASHOUT AREA: CONCRETE WASHOUT WILL BE PERMITTED ON-SITE; CONTRACTOR SHALL FOLLOW ALL PERMIT REQUIREMENTS FOR CONCRETE WASHOUT. THE CONTRACTOR SHALL PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND AND THE CONTAINMENT MUST BE DESIGNED TO PROHIBIT RUNOFF FROM THE WASHOUT OPERATIONS/AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR CONCRETE WASHOUT AND DISPOSAL OF WASHOUT WASTES. CONTRACTOR SHALL REVISE SWPPP TO INDICATE WASHOUT LOCATION ONCE THE LOCATION HAS BEEN DETERMINED. FERTILIZERS AND LANDSCAPE MATERIALS MUST BE UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 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. POLLUTION PREVENTION MEASURES PROJECT INFORMATION EROSION AND SEDIMENT CONTROLIMPAIRED WATERS MAP GENERAL SWPPP NOTES DEWATERING IS NOT ANTICIPATED TO BE REQUIRED DURING TRENCHING FOR UTILITY CONSTRUCTION. IN THE EVENT THAT DEWATERING IS NECESSARY CONTRACTOR SHALL COMPLY WITH PERMIT SECTION 10.1 REQUIREMENTS FOR DEWATERING. THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE PERMIT AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, TO CORRECT PROBLEMS IDENTIFIED, OR TO ADDRESS SITUATIONS PER SECTION 6.1 OF THE PERMIT. THE PROJECT WILL DISTURB MORE THAN 10 ACRES THAT PROMOTE DRAINAGE TO A COMMON LOCATION, THEREFORE A TEMPORARY SEDIMENT BASIN WILL BE REQUIRED. THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE GENERAL PERMIT TO INCLUDE TEMPORARY SEDIMENTATION BASINS, IF THEY BECOME NECESSARY. BASINS, IF DESIGNED BY THE CONTRACTOR, SHALL ACCOMMODATE NO LESS THAN 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE OF CONTRIBUTING DRAINAGE AREA. BASIN OUTLETS SHALL BE DESIGNED TO WITHDRAW WATER FROM THE SURFACE OF THE BASIN, PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. BASINS SHALL HAVE A STABILIZED EMERGENCY OVERFLOW LOCATION AND BE DESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS TO THE EXTENT PRACTICAL. FINAL STABILIZATION: ALL PERVIOUS AREAS DISTURBED BY CONSTRUCTION AS DESIGNATED WILL RECEIVE VEGETATIVE COVER ACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE RESTORED PERVIOUS AREAS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE. NOTICE OF TERMINATION (NOT) MUST BE SUBMITTED WITHIN 30 DAYS OF FINAL STABILIZATION. THE SITE IS NOT WITHIN 1 MILE OF ANY IMPAIRED WATERS ACCORDING TO THE LIST IMPAIRMENTS FROM IWAV GIS APPLICATION HOSTED BY MPCA. THERE ARE NO TMDLS FOR THE WATERBODY LIST TMDLS FROM IWAV GIS APPLICATION HOSTED BY MPCA). DISCHARGE TO AN IMPAIRED WATER REQUIRES IMPLEMENTATION OF SECTION 23.1 OF THE PERMIT AS INCORPORATED INTO THIS SWPPP DOCUMENT. THE PROJECT SITE DISCHARGES TO INFILTRATION BASINS AND WET PONDS FOR STORMWATER MANAGEMENT PRIOR TO THE ULTIMATE DISCHARGE POINT ONSITE. THE PROJECT WILL NOT IMPACT WETLANDS. SITE SOILS ARE SHOWN ON THIS SHEET. THIS PROJECT IS NOT LOCATED IN A KARST AREA. INFILTRATION BASIN SEQUENCING NOTES 1.CONTRACTOR SHALL STAGE CONSTRUCTION APPROPRIATELY AND INSTALL ALL NECESSARY EROSION CONTROL TO PREVENT SEDIMENT WASHING INTO THE INFILTRATION BASIN. 2.FINAL GRADING OF THE BASIN SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH MOVING EQUIPMENT TO PREVENT COMPACTION. SMALL TRACKED DOZERS AND SKID STEERS ARE RECOMMENDED. 3.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE INFILTRATION BASIN, THIS MATERIAL WILL NEED TO BE REMOVED PRIOR TO PROCEEDING WITH CONSTRUCTION. 4.INFILTRATION BASIN SHALL BE FREE AND CLEAR OF SEDIMENT UPON FINAL COMPLETION OF CONSTRUCTION. 5.ALL SLOPES WITHIN PERMANENT STORMWATER SYSTEM (INCLUDING SWALES, BASINS, AND PONDS) SHALL BE STABILIZED WITH A EROSION CONTROL BLANKET. 6.THE PROJECT AREA MUST BE STAKED OFF AND MARKED TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES OUT OF THE PROPOSED INFILTRATION AREAS. 7.INFILTRATION PRACTICES SHALL NOT BE EXCAVATED UNTIL THE CONTRIBUTING DRAINAGE AREAS WITH EXPOSED SOIL HAVE BEEN FULLY STABILIZED AND BITUMINOUS BASE COURSE INSTALLED ON CONTRIBUTING PAVEMENT AREAS. DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATED CELL OR INTO THE WORK AREA. 8.CARE MUST BE TAKEN TO AVOID CONTAMINATION OF INFILTRATION BASIN SOILS WITH SEDIMENT, IN-SITU OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. 9.KEEP INFILTRATION SYSTEMS OFF-LINE BY RESTRICTING STORM WATER INFLOW UNTIL VEGETATION IS WELL ESTABLISHED IN THE CELL AND ALL UP GRADIENT AREAS HAVE BEEN STABILIZED AND IMPERVIOUS SURFACES CLEARED OF CONSTRUCTION SEDIMENT. 10.PROVIDE TOPSOIL AND SEED IN ACCORDANCE WITH THE EROSION CONTROL PLAN, LANDSCAPE PLAN, AND NPDES PERMIT. DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 2 0 2 S W P P P 0 5 0 9 5 . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 3 7 : 5 4 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T 97 5 975 97 5 97 5 975 97 5 97 5 975 980 980 972 9 7 2 972 973 97 3 97 3 973 974 97 4 97 4 974 974 974 974 974 974 976 9 7 6 97 6 976 976 976 97 6 97 6 97 7 97 7 977 977 977 97 7 977 9 7 7 97 7 977 978 9 7 8 978 978 978 97 8 97 8 978 979 97 9 979 97 9 979 97 9 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 XXXX 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 PROPOSED BUILDING SF: 160,000 FFE: 980.25 PROPOSED COLD STORAGE SF: 7,500 PROPOSED SALT STORAGE SF: 4,800 FUTURE COLD STORAGE SF: 7,500 PROPOSED STORAGE BINS SF: 5,040 FUTURE EXPANSION AREA SF: 17,072 FUTURE EXPANSION AREA SF: 4,090 ► ► ►►►►►► II I I I I I I I I I I I I I IIIIIIIIII ►► ►► ►► ►► ►► ►► I I I I I I I I I I I I I I I I I ►►►►► ► ► ►►►►►►►►►►►►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► I I I I I I I I I I I I I I I I I I I I I I III 1 . 1 % 1.6% 2.3 % 1.7 % 2.0% 2.5% 2 . 7 % 2 . 3 % 2 . 2 % 2.2 % 1 . 8 % 1.9% 1 . 8 % 2.5% 3 . 3 % 2.2 % 1 . 9 % 1.4% 1.6% 1.6% 1. 5 % 1. 3 % 2 . 2 % 1 . 1 % 2. 6 % 1 . 4 % 1. 5 % 2. 7 % 2.1% 3: 1 3: 1 4 : 1 4 : 1 4: 1 4: 1 5:1 3:1 3:1 3: 1 3: 1 10 : 1 3: 1 3: 1 3: 1 3: 1 3:1 3:1 6:1 5:1 3: 1 3:1 970 970 975 975 975 966 967 968 968 969 969 971 971 972 972973 973 974 974 976 976 976 980 977 97 8 979 9 7 5 98 0 9 8 0 98 0 98 0 98 0 98 0 9 7 4 9 7 6 97 7 9 7 7 97 8 9 7 8 9 7 9 979 97 9 9 7 9 97 9 9 7 9 98 1 98 1 97 8 9 7 8 9 7 9 975 980 980 985 985 976977978 978 978 979 979 9 7 9 979 981 981 982 982 983 983 984 984 970969 971 972 973 973 97 3 980 980 97 7 9 7 7 97 8 9 7 8 9 7 9 97 9 97 0 97 5 96 7 96 8 96 9 97 1 97 2 97 3 97 4 97 6 976 977 978 97 6977978 1.3% 1.4% 1 6 : 1 2 3 : 1 39 : 1 1 . 4 % 1.7%2.4% 2. 9 % 3:1 2.2% 1.0% 1.9% 1.7 % 1. 5 % 1 . 3 % 1.1% 1. 9 % 1. 5 % 1 . 7 % 3: 1 3: 1 3: 1 3 . 0 % 1. 5 % 2.8 % 1.0 % 4.2% 1.7% 1.4% 1.4 % 1. 5 % 1. 6 % 1.6 % 1.5%1.6%0.4% 76:1 258:1 1.5% 2 . 0 % 3.0% 3:1 3: 1 11:1 8:1 3: 1 15: 16:1 3: 1 3: 1 10:1 4. 0 % 1.4% 7 . 1 % 2.8% 34:18 : 1 6: 1 3:1 3:1 2. 0 % 1. 5 % 2.2% 1. 4 % 1. 5 % 1 . 5 % 3. 3 % 2. 5 % 2.5% 2.1% 2. 7 % 1.2% 1.7% EOF:76.84 970 968 969 971 972 973 974 EOF:76.24 EOF:77.46 EOF:77.00 EOF:79.91EOF:79.05 EOF:78.59 EOF:78.53 EOF:79.00 EOF:79.25 EOF:77.62 EOF:77.47 EOF:77.32 EOF:77.24 EOF:75.59 EOF:75.20 ►► ►► ►► ►► EOF:79.25 ►► ►► ►► ►► ►► ►► ►► ►► ►► I I III I 4: 1 4: 1 TW:76.20BW:76.20 BW:76.31TW:80.00 BW:77.00TW:80.14 BW:80.00TW:80.07 TW:80.07BW:80.00 BW:77.00TW:80.14 BW:76.40TW:80.14 TW:79.81BW:78.05 2.5% 1. 4 % 2.2% 2. 4 % 2.5% 1. 7 % 1.9 % 2.2% 97 0 97 0 97 0 97 0 97 0 97 5 97 5 975 98 0 98 0 96 6 96 7 96 8 96 9 97 1 97 1 97 1 97 1 97 1 972 97 2 97 2 97 2 97 2 973 97 3 97 3 97 4 97 4 974 97 6 97 6 976 97 7 97 7 977 97 8 97 8 97 9 97 9 98 1 98 1 98 2 98 2 983 98 3 984 98 4 98 0 98 0 98 0 9 7 9 98 1 98 2 98 3 98 4 ► ► ► ► ►►►►►►►►►►►►►► ►►►►►►►► ►►►►►►►► ► ► ► I I IIIIIIIIII E O F F L O W P A T H EO F F L O W P A T H EO F F L O W P A T H EO F F L O W P A T H EO F F L O W P A T H EO F F L O W P A T H EO F F L O W P A T H EOF FLOW PATH EOF FLOW PATH E O F F L O W P A T H E O F F L O W P A T H EO F F L O W P A T H EOF F L O W P A T H EO F F L O W P A T H E O F F L O W P A T H DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 CALL BEFORE YOU DIG DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 3 0 1 G R A D I N G P L A N 0 5 0 9 5 . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 4 3 : 1 7 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T ( IN FEET ) GRAPHIC SCALE 0 1 inch = 50 ft. 50 10050 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2.CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS IN THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO NOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICT BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER AND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 3.THE FOLLOWING EARTHWORK TAKEOFF IS PRELIMINARY AND SHOULD BE TREATED AS SUCH. NO SHINK/SWELL FACTORS HAVE BEEN APPLIED. IT IS ASSUMED THERE IS SUFFICIENT TOPSOIL ON SITE TO CONSTRUCT THE LANDSCAPE BERM. RAW CUT = 26,000 CY RAW FILL = 54,000 CY RAW NET = 28,000 CY FILL APPROXIMATE HOLDDOWNS = 18,000 CY APPROXIMATE NET = 10,000 CY FILL NOTES C-301 GRADING PLAN LEGEND LOT LINE EASEMENT LINE SETBACK LINE RIGHT OF WAY LINE EXISTING EASEMENT LINE EXISTING PROPERTY LINE PROPERTY BOUNDARY PROPOSED MINOR CONTOUR901 PROPOSED MAJOR CONTOUR900 GRADING LIMITS CONSTRUCTION LIMITS SURFACE GRADE & FLOW DIRECTION EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING STORM SEWER ►►►►STORM SEWER STORM MANHOLE STORM CATCH BASIN FLARED END SECTION EXISTING SANITARY SEWER EXISTING WATERMAIN ►►SANITARY SEWER I I WATERMAIN SANITARY MANHOLE HYDRANT GATE VALVE SURFACE SLOPE (H:V) & FLOW DIRECTION3.0:1 1.00% EMERGENCY OVERFLOW ELEVATIONEOF=9XX.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 XXXX 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 PROPOSED BUILDING SF: 160,000 FFE: 980.25 PROPOSED COLD STORAGE SF: 7,500 PROPOSED SALT STORAGE SF: 4,800 SOUTH WET POND NWL: 972.0' 100 YEAR HWL: 975.0' 10 DAY SNOWMELT: 975.9' FUTURE COLD STORAGE SF: 7,500 PROPOSED STORAGE BINS SF: 5,040 FUTURE EXPANSION AREA SF: 17,072 FUTURE EXPANSION AREA SF: 4,090 SOUTH INFILTRATION BASIN NWL: 966.0' 100 YEAR HWL: 974.4' 10 DAY SNOWMELT: 975.7' NORTH WET POND NWL: 975.0' 100 YEAR HWL: 976.6' 10 DAY SNOWMELT: 977.2' NORTH INFILTRATION BASIN NWL: 968.0' 100 YEAR HWL: 975.7' 10 DAY SNOWMELT: 977.1' ► ► ►►►►►► II I I I I I I I I I I I I I IIIIIIIIII ►► ►► ►► ►► ►► ►► I I I I I I I I I I I I I I I I I 6" GV 6" GV 6" GV 8" PVC 6" PVC 6" PVC 8" P V C 8" P V C 8" PVC 6" DIP 8" PVC ►►►►► ► ► ►►►►►►►►►►►►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► I I I I I I I I I I I I I I I I I I I I I I III 6" HYDRANT 97 5 97 5 9 8 0 9 8 0980 98 0 974 976 97 6 97 7 97 7 97 8 97 8 9 7 9 9 7 9 97 9 97 9 97 0 97 5 96 8 96 9 97 1 97 2 97 3 97 4 97 6 976 977 978 SSWR MH 08 RIM=976.62 6" INV IN=964.85 (W) 6" INV OUT=964.85 (SE)SSWR MH 09 RIM=975.76 PR. 6" INV IN=963.50 (NW) EX. INV OUT=963.26 (E) NOTE: MEP COORDINATION IS ONGOING AND PLUMBING DRAWINGS BY OTHERS MAY BE MORE ACCURATE THAN PLUMBING CONNECTIONS SHOWN ON THIS PLAN SANITARY BUILDING CONNECTION 6" INV OUT=968.49 VERIFY LOCATION, INVERT, AND MATERIAL WITH MEP PLANS 68 LF OF 6" PVC @ 2.00% 970 970 975 975 975 966 967 967 9 6 7 968 968 969 969 971 971 972 972973 973 974 974 974976 976975 975 9 7 5 9 8 0 98 0 98 0 980 972 972973 973 974 974 976 976 9 7 6 9 7 7 977 978 9789 7 8 978 9 7 9 979 97 5 98 0 98 0 980 98 0 9 8 0 97 297 397 4 97 697 7 97 8 9 7 8 97 8 9 7 9 97 9 9 7 9 97 9 97 9 98 1 98 1 970 975 980 980 980 980 968969 971972973974 976977978 979 979 979 981 981 982 982 983 983 984984 970969 971 972 97 3 97 4 9 7 5 97 6977 97 7 978 97 8 979 97 9 8"X6" TEE 8" 45° BEND 8" 45° BEND 8"X6" TEE 8"X6" TEE 8"X8" TEE 6" HYDRANT 6" HYDRANT 6" GV 6" GV 6" HYDRANT 6" PVC 6" PV C 13.7' 8" 22.5° BEND 8"X6" TEE 8"X4" TEE 4" GV 6" GV 4" DOMESTIC WATER SERVICE VERIFY LOCATION, SIZE, MATERIAL, AND INVERT WITH MEP PLANS 6" FIRE PROTECTION WATER SERVICE VERIFY LOCATION, SIZE, MATERIAL, AND INVERT WITH MEP PLANS 6" PVC 4" PVC SANITARY BUILDING CONNECTION 6" INV OUT=969.98 VERIFY LOCATION, INVERT, AND MATERIAL WITH MEP PLANS SSWR MH 01 RIM=977.36 6" INV IN=966.92 (W) 6" INV OUT=966.82 (NE) 90 LF OF 6" PVC @ 2.00% SSWR MH 02 RIM=978.72 PR. 6" INV IN=965.02 (SW) EX. INV OUT=964.92 (E) 182 LF OF 6" PVC @ 2.00% 153 LF OF 6" PVC @ 2.00% WET TAP 16"X8" TEE ON EXISTING WATERMAIN VERIFY LOCATION, SIZE, MATERIAL AND INVERT IN FIELD►► ►► ►► ►► UTILITY SERVICES TO BE SHOWN ON MEP DRAWINGS UTILITY SERVICES TO BE SHOWN ON MEP DRAWINGS ►► ►► ►► ►► ►► ►► ►► ►► ►► I I III I 6" P V C 6" 90° BEND 6" 22.5° BEND 6" GV 6" HYDRANT 6" PVC 6" PVC 8"X6" REDUCER 0+00 1+0 0 2+0 0 3+ 0 0 4+005+006+007+008+009+00 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+52 I I ► ► ► ► ►►►►►►►►►►►►►► ►►►►►►►► ►►►►►►►► 128 LF OF 6" PVC @ 1.00% 148 LF OF 6" PVC @ 1.00% SSWR MH 04 RIM=978.93 6" INV IN=970.41 (W) 6" INV IN=970.41 (W) 6" INV IN=970.41 (N) 6" INV OUT=970.41 (E) 270 LF OF 6" PVC @ 1.00%SSWR MH 05 RIM=979.23 6" INV IN=967.71 (W) 6" INV OUT=967.71 (E) 257 LF OF 6" PVC @ 1.00% SSWR MH 06 RIM=978.54 6" INV IN=965.14 (W) 6" INV OUT=965.14 (E) 259 LF OF 6" PVC @ 1.00% SSWR MH 07 RIM=974.83 6" INV IN=962.55 (W) 6" GV 6" PVC 8"X6" TEE 8" PVC 8" P V C 8" P V C 8" 45° BEND 8" 45° BEND 8"X6" TEE 8" 45° BEND 8" P V C 8" 45° BEND IIIIIIIIII 8" GV 8" GV ► ► ► 6" HYDRANT DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 CALL BEFORE YOU DIG DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 4 0 1 U T I L I T Y P L A N 0 5 0 9 5 . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 4 8 : 1 0 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T ( IN FEET ) GRAPHIC SCALE 0 1 inch = 50 ft. 50 10050 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. NOTES C-401 UTILITY PLAN LOT LINE EASEMENT LINE SETBACK LINE PROPERTY BOUNDARY LEGEND EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING SANITARY MANHOLE EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET EXISTING STORM SEWER INLET EXISTING FLARED END SECTION EXISTING HYDRANT EXISTING WATER VALVE WV DYH EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN ►►►►STORM SEWER ►►SANITARY SEWER I I WATERMAIN STORM MANHOLE STORM CATCH BASIN SANITARY MANHOLE HYDRANT GATE VALVE FLARED END SECTION PROPOSED MINOR CONTOUR901 PROPOSED MAJOR CONTOUR900 GRADING LIMITS 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 XXXX 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 PROPOSED BUILDING SF: 160,000 FFE: 980.25 PROPOSED COLD STORAGE SF: 7,500 PROPOSED SALT STORAGE SF: 4,800 SOUTH WET POND NWL: 972.0' 100 YEAR HWL: 975.0' 10 DAY SNOWMELT: 975.9' FUTURE COLD STORAGE SF: 7,500 PROPOSED STORAGE BINS SF: 5,040 FUTURE EXPANSION AREA SF: 17,072 FUTURE EXPANSION AREA SF: 4,090 SOUTH INFILTRATION BASIN NWL: 966.0' 100 YEAR HWL: 974.4' 10 DAY SNOWMELT: 975.7' NORTH WET POND NWL: 975.0' 100 YEAR HWL: 976.6' 10 DAY SNOWMELT: 977.2' NORTH INFILTRATION BASIN NWL: 968.0' 100 YEAR HWL: 975.7' 10 DAY SNOWMELT: 977.1' ► ► ►►►►►► ►► ►► ►► ►► ►► ►► II I I I I I I I I I I I I I IIIIIIIIII I I I I I I I I I I I I I I I I I ►►►►► ► ► ►►►►►►►►►►►►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► I I I I I I I I I I I I I I I I I I I I I I III ►►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► I I III I ► ► ► ► ►►►►►►►►►►►►►► ►►►►►►►► ►►►►►►►► I I IIIIIIIIII ► ► ► 97 5 97 2 972 974 97 6 977 97 5 98 0 98 0 98 0 9 8 0 98 0 98 0 976 97 7 97 8 97 9 9 7 9 97 9 CB 101 RIM=977.89 15" INV OUT=974.75 (S) CBMH 120 W/ 3' SUMP RIM=977.80 36" INV IN=971.14 (N) 21" INV IN=972.15 (E) 36" INV OUT=971.14 (S) CBMH 123 RIM=977.01 15" INV IN=972.63 (N) 18" INV OUT=972.63 (S) CBMH 121 RIM=978.17 27" INV IN=971.92 (N) 30" INV OUT=971.92 (S) STMH 122 RIM=979.68 18" INV IN=972.15 (N) 18" INV IN=972.15 (E) 27" INV OUT=972.15 (S) CBMH 113 W/ 3' SUMP RIM=975.20 15" INV IN=971.31 (N) 18" INV OUT=971.31 (SW) CBMH 114 RIM=975.14 12" INV IN=971.49 (N) 15" INV OUT=971.49 (S) FES 105 12" INV=976.40 FES 108 12" INV=970.95 FES 109 12" INV=970.85 FES 104 12" INV=976.10 FES 102 15" INV=975.00 FES 103 15" INV=968.00 FES 112 18" INV=971.00 FES 119 36" INV=971.00 FES 110 15" INV=966.00 FES 111 15" INV=972.00 127 LF OF 18" RCP @ 0.38% 75 LF OF 27" RCP @ 0.30% 22 LF OF 36" RCP @ 0.65% 30 LF OF 12" RCP @ 0.98% 58 LF OF 15" PVC @ 0.70% 8 LF OF 15" RCP @ 0.00% 25 LF OF 12" RCP @ 0.39% 24 LF OF 15" PVC @ 0.75% 31 LF OF 18" RCP @ 1.00% 12 LF OF 15" RCP @ 0.00% 970 970 975 975 966 967 967 9 6 7 968 968 969 969 971 971 972 972973 973 974 974 976 976 9 7 5 9 8 0 98 0 980 98 0 9 7 4 9 7 6 9 7 7 9 7 8 97 8 979 979 970 975 980 980 980 980 98 0 9 8 0 980980 985 985 968969 971972973974 976977 97 8 978 978 978 978 978 9 7 8 979 97 9 979 979 979 9 7 9 9 7 9 979 979 981 981 981 981 982 982 983 983 984 984 97 0 970 97 5 975 96 6 96 7 96 8 96 9 97 1 971 97 2 972 97 3 973 97 4 974 976 97 6 976 977 977 9 7 7 978 97 8 978 978 980 980 980 97 7 9 7 7 977 97 8 97 8 9 7 8 979 979 97 9 9 7 9 979 9 7 9 97 9 200 LF O F 2 1 " R C P @ 0 . 7 0 % STMH 130 RIM=978.95 18" INV IN=973.55 (N) 21" INV OUT=973.55 (W) 97 LF OF 18" PVC @ 1.35% CBMH 131 RIM=978.83 15" INV IN=974.86 (N) 18" INV OUT=974.86 (S) 49 LF OF 15" RCP @ 2.00% RD 3 15" INV=975.83 97 9 CB 133 W/ 3' SUMP RIM=977.57 12" INV OUT=972.22 (S) 22 LF OF 12" RCP @ 1.00% FES 132 12" INV=972.00 FES 117 12" INV=972.00 19 LF OF 12" RCP @ 1.00% CB 118 W/ SNOUT RIM=977.47 AND 3' SUMP 12" INV OUT=972.19 (S) CB 135 W/ 3' SUMP RIM=977.57 12" INV OUT=972.15 (S) 15 LF OF 12" RCP @ 1.00% FES 134 12" INV=972.00 145 LF OF 15" RCP @ 2.00% RD 2 15" INV=974.89 FES 129 15" INV=972.00 FES 136 15" INV=975.30 16 LF OF 15" RCP @ -5.00% OCS 137 RIM=976.44 15" INV OUT=974.49 (W) 15" INV OUT=970.19 (E) 19 LF OF 15" RCP @ 1.00% 241 LF OF 12" HDPE @ 0.75% CBMH 115 RIM=976.34 12" INV IN=973.30 (N) 12" INV OUT=973.30 (S) 36 LF OF 12" RCP @ 0.50% CB 116 RIM=976.86 12" INV OUT=973.48 (S) RD 1 15" INV=974.81 23 LF OF 15" RCP @ 2.00% STMH 128 W/ 3' SUMP RIM=979.50 15" INV IN=974.35 (S) 15" INV IN=974.35 (N) 24" INV OUT=974.35 (E) 88 LF OF 24" RCP @ 0.40% FES 127 24" INV=974.00 CB 107 W/ 3' SUMP RIM=976.90 15" INV OUT=974.11 (N) 17 LF OF 15" RCP @ 0.64% FES 106 15" INV=974.00 FES 138 15" INV=975.00 10 LF OF 15" RCP @ 0.00% OCS 139 RIM=978.06 15" INV IN=975.00 (W) 15" INV OUT=975.00 (E) 21 LF OF 15" RCP @ 1.00% CB 124 RIM=976.79 15" INV OUT=973.29 (S) 15 9 L F O F 1 5 " R C P @ 0 . 4 2 % 234 LF OF 18" PVC @ 0.71% CBMH 125 RIM=977.05 12" INV IN=973.81 (E) 18" INV OUT=973.81 (W) CB 126 RIM=977.24 12" INV OUT=973.86 (W) 9 LF OF 12" RCP @ 0.50% 78 LF OF 15" PVC @ 3.00% STMH 141 RIM=976.00 15" INV IN=972.00 (S) 15" INV OUT=968.33 (N) STMH 140 RIM=977.76 15" INV IN=975.00 (S) 15" INV OUT=970.22 (N) 74 LF OF 15" PVC @ 3.00% 969 CBMH 100 RIM=978.17 30" INV IN=971.50 (N) 36" INV OUT=971.50 (S)13 9 L F O F 3 0 " R C P @ 0 . 3 0 % 18 1 L F O F 3 6 " P V C @ 0 . 2 0 % INFILTRATION BASIN MONITORING WELL - SEE DETAIL 8/C-806 INFILTRATION BASIN MONITORING WELL - SEE DETAIL 8/C-806 DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 CALL BEFORE YOU DIG DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 5 0 1 S T O R M S E W E R P L A N 0 5 0 9 5 . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 4 8 : 3 5 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T ( IN FEET ) GRAPHIC SCALE 0 1 inch = 50 ft. 50 10050 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES. 2.ALL CBMHs SHALL HAVE DRAINTILE INSTALLED PER DETAIL SD7/C-802. 3.ALL FESs 24" AND LARGER REQUIRE SHEET PILE PER DETAIL SD8/C-802. 4.ALL FESs 12" AND LARGER REQUIRE TRASH GUARDS PER DETAIL SD11/C-802. NOTES C-501 STORM SEWER PLAN LOT LINE EASEMENT LINE PROPERTY BOUNDARY LEGEND EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING SANITARY MANHOLE EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET EXISTING STORM SEWER INLET EXISTING FLARED END SECTION EXISTING HYDRANT EXISTING WATER VALVE WV DYH ►►►►STORM SEWER DRAINTILE ►►SANITARY SEWER I I WATERMAIN STORM MANHOLE STORM CATCH BASIN SANITARY MANHOLE HYDRANT GATE VALVE FLARED END SECTION EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN PROPOSED MINOR CONTOUR901 PROPOSED MAJOR CONTOUR900 GRADING LIMITS DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 8 0 1 D E T A I L S . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 4 9 : 4 0 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T C-801 DETAILS 12" AND LARGER DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 8 0 1 D E T A I L S . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 4 9 : 4 7 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T C-802 DETAILS DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 8 0 1 D E T A I L S . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 4 9 : 5 2 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T C-803 DETAILS 1 C-804 MEDIUM DUTY BITUMINOUS PAVEMENT NOT TO SCALE 2 C-804 CONCRETE SIDEWALK NOT TO SCALE 3 C-804 CONCRETE PAVEMENT NOT TO SCALE 4 C-804 CONCRETE JOINTS NOT TO SCALE 8 C-804 ADA PARKING SIGNS AND POST DETAIL NOT TO SCALE 6 C-804 STANDARD PARKING LOT SIGNS NOT TO SCALE 5 C-804 TYPICAL PAVEMENT MARKINGS NOT TO SCALE 7 C-804 ACCESSIBILITY SYMBOL NOT TO SCALE 9 C-804 ACCESSIBILITY STRIPING NOT TO SCALE COMPACTED SUBGRADE 4" CONCRETE PAVEMENT (TYPE 3F52A) 4" MNDOT CLASS 5 AGGREGATE BASE (100% CRUSHED) COMPACTED SUBGRADE 7" CONCRETE PAVEMENT (TYPE 3F52A) 6" MNDOT CLASS 5 AGGREGATE BASE (100% CRUSHED) COMPACTED SUBGRADE 2" BITUMINOUS WEAR COURSE (SPWEA340B) PER MNDOT 2360 8" MNDOT CLASS 5 AGGREGATE BASE (100% CRUSHED) BITUMINOUS TACK COAT PER MNDOT 2357 2" BITUMINOUS NON-WEAR COURSE (SPNWB330B) PER MNDOT 2360 1/4" TOOLED CONTROL JOINT 1/4" RADIUS EACH SIDE 3/8" EXPANSION JOINT 1/4" RADIUS EACH SIDE 30' O.C. MAX. AND WHERE CONCRETE MEETS BACK OF CURB CONCRETE AGGREGATE BASE MNDOT CLASS 5 COMPACTED SUBGRADE MIN. 1/3 THICKNESS OF PAVEMENT SE E P L A N 4" 15" 2' - 8 " 2' - 8 " 9" 15" 4"4" 15" 28 " 8" TYPICAL PAVEMENT STRIPING TRAFFIC ARROW TYPICAL LETTER NOTES: 1.PAINT SHALL BE APPLIED AT A THICKNESS OF 22 WET MILS AND 15 DRY MILS. 2.PAINT SHALL BE NON-REFLECTIVE WHITE PAINT FOR ALL TYPICAL PAVEMENT MARKINGS TYPICAL CROSSWALK PANEL SE E P L A N 2' STOP DO NOT ENTER PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION VAN ACCESSIBLE R5-1 30"X30"W11A-2 24"X24" R1-1 30"X30" R7-8m ACCESSIBLE PARKING - 12"x18" R7-8bP VAN ACCESSIBLE - 12"x6" OR R1-5C 18"X24" NO R7-1 MODIFIED NO PARKING ANY TIME EXCLUDE ARROW - 12"x18" PARKING ANY TIME GROUND LINE 4' CL E A R A N C E H E I G H T 4" MAX CLEARANCE HEIGHT: 60” MINIMUM 66” MAXIMUM DISABLED PARKING SIGN R7-8m VAN ACCESSIBLE PLAQUE R7-8bP 5/16" X 3 1/2" STAINLESS STEEL BOLT 5/16" LOCK NUT (SIGN POST TO ANCHOR POST) PRE-PUNCHED SQUARE TUBE SIGN POST 2" X 2" X 12' X 12GA. THE SIGN POST SHALL BE NESTED INTO THE ANCHOR ASSEMBLY AS FAR AS POSSIBLE TO INSURE MAXIMUM STABILITY OF SIGN POST. THIS MAY REQUIRE THE REMOVAL OF SEVERAL INCHES OF SOIL BY HAND FROM THE ANCHOR BASE ASSEMBLY. 2 1/2" X 2 1/2" X 18" SLEEVEPREPUNCHED SQUARE TUBE ANCHOR ASSEMBLY 2-1/4" X 2-1/4" X 4' X 12GA. NOTES: 1.SEE MnDOT STANDARD SIGN MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPE "C" SIGN PANELS. 2.SEE MnDOT TRAFFIC ENGINEERING MANUAL CHAPTER 6 FOR DETAILS OF TRAFFIC SIGN INSTALLATION. 11 " 5"R 13 " R 18" R 24 " 24" 1 8 " 10" 5 " ( T Y P ) 20" 9.0° 12" 1' 6 3/4" 2 6 " 4" 4" 6" BLUE HIGHWAY PAINT BACKGROUND 2 COATS (TYPICAL) INTERNATIONAL SYMBOL OF ACCESSIBILITY APPLIED TO THE CENTER OF EACH REQUIRED ACCESSIBLE SPACE WITH BLUE PAINT BACKGROUND AND WHITE PAINT FOR SYMBOL AND PERIMETER EDGE 5" WIDE WHITE STRIPING 2 COATS (TYPICAL) 2' 4" ACCESSIBILITY SYMBOL, SEE DETAIL NO PARKING NOTES: 1.STRIPING ADJACENT TO HANDICAP PARKING SHALL BE BLUE. 2.DIMENSION HANDICAP SYMBOLS PER INTERNATIONAL SYMBOL OF ACCESSIBILITY DETAIL. 3.SEE PLAN FOR STALL DIMENSIONS. 4.DIMENSION "NO PARKING" TO BE 1' TALL. 5.SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. SIDEWALK SEE SITE PLAN AND GRADING PLAN SIGN POST 1' OFF BACK OF CURB OR SIDEWALK EDGE. SEE SITE PLAN FOR PLACEMENT 1' 1' NOTE: PAVEMENT DETAILS PROVIDED ARE APPROXIMATE UNTIL PAVEMENT DESIGN IS PROVIDED BY GEOTECHNICAL ENGINEER. 10 C-804 BMP SNOUT DETAIL NOT TO SCALE 11 C-804 GRAVEL SURFACING NOT TO SCALE COMPACTED SUBGRADE 12" MNDOT CLASS 5 AGGREGATE BASE (100% CRUSHED) DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 8 0 1 D E T A I L S . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 4 9 : 5 4 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T C-804 DETAILS 1 C-805 BEDDING METHODS FOR PVC AND HDPE NOT TO SCALE 2 C-805 BEDDING METHODS FOR RCP, CMP & DIP NOT TO SCALE PIPE FOUNDATION & BEDDING IN GOOD SOILS PIPE FOUNDATION & BEDDING IN POOR SOILS NOTE: 1."D" DENOTES OUTSIDE DIAMETER OF PIPE D+12" MIN. 6" 12 " D GRANULAR FILL. MNDOT SPEC. 3149.2.F (MODIFIED - 100% PASSING 3/4 INCH SIEVE) COMPACTED BACKFILL COARSE FILTER AGGREGATE MNDOT SPEC 3149.2H COMPACTED BACKFILL D D+12" MIN. 12 " 6" NOTE: 1."D" DENOTES OUTSIDE DIAMETER OF PIPE 2000# CONCRETE COMPACTED BACKFILL COARSE FILTER AGGREGATE MNDOT SPEC. 3149.2H COMPACTED BACKFILL CLASS A (LOAD FACTOR 2.3) CLASS B (LOAD FACTOR 1.9) CLASS C-1 (LOAD FACTOR 1.5) CLASS C-2 (LOAD FACTOR 1.5) COMPACTED BACKFILL COARSE FILTER AGGREGATE MNDOT SPEC. 3149.2H COMPACTED BACKFILL D D+12" MIN. D/2 D/ 2 D/ 2 D/ 4 B U T N O T LE S S T H A N 6 " D+12" MIN. D+12" MIN. D/2 D D D D+12" MIN. D/2 D/ 4 B U T N O T LE S S T H A N 6 " 8 C-805 INLET PROTECTION BEEHIVE CASTING SILT BOX NOT TO SCALE 4 C-805 DITCH CHECK: SMALL/LARGE CHECK DAM NOT TO SCALE 5 C-805 TEMPORARY SEDIMENT TRAP NOT TO SCALE DIRECTION OF SURFACE FLOW DIRECTION OF SURFACE FLOW >1.5 1 CHECK DAM SECTION (SMALL) 1 >1.5 MNDOT CLASS II RIPRAP EROSION CONTROL BLANKET ANCHORED IN 6" X 6" TRENCH WITH 6"-11 GAUGE METAL STAPLES AT 4' INTERVALS STAPLE DOWNSTREAM SIDE OF BLANKET AT 2' INTERVALS EROSION CONTROL BLANKET ANCHORED IN 6" X 6" TRENCH WITH 6"-11 GAUGE METAL STAPLES AT 4' INTERVALS STAPLE DOWNSTREAM SIDE OF BLANKET AT 2' INTERVALS MNDOT CLASS II RIPRAP CHECK DAM SECTION (LARGE) 36 " 24-30" 24 " 12-18" 1 2 PLAN VIEW SURFACE FLO W NOTES: 1.D = 3" MIN, 5' MAX: W = 10' MAX, 25' MAX: W(FT.) - 10 X DRAINAGE AREA (AC.) 2.TRAP USED FOR 2.5 ACRES DRAINAGE AREA OR LESS.DESIGN VOLUME IS A MINIMUM OF 1800 CUBIC FEET PER ACRE OF CONTRIBUTING DRAINAGE AREA. 2 1 W 1 - 2" WASHED ROCK GEOTEXTILE FABRIC 1% MIN. REVERSE GRADIENT ℄ DRAINAGE WAY TRAP OUTLET - SEE DETAIL BELOW SECTION A-A TRAP OUTLET DETAIL (ISOMETRIC) 18" D 1-2" WASHED ROCK 6" MIN. W L = 2W 6" MIN. W + 2 4 " L = 2W W + 24" 1-2" WASHED ROCK 6" M I N . NOTE: INFRASAFE SEDIMENT CONTROL BARRIER OR CITY APPROVED EQUAL HIGH-FLOW FABRIC NEOPRENE GASKET MOUNTED TO BOTTOM OF SEDIMENT CONTROL BARRIER 1 1/2" WASHED ROCK 1' DEEP X 1' WIDE, OR AS REQUIRED BY PERMIT. 3 C-805 CULVERT END PROTECTION NOT TO SCALE 6 C-805 EMERGENCY OVERFLOW SPILLWAY NOT TO SCALE PLACE SILT FENCE AT CULVERT INLET APRONS. CONTRACTOR SHALL MAINTAIN THIS DEVICE UNTIL VEGETATION IS ESTABLISHED, THEN REMOVE. CULVERT PROTECTION SHALL BE FULL COMPENSATION FOR FURNISHING, INSTALLING AND MAINTAINING SILT FENCE AT INLET OF CULVERT. SILT FENCE TYPE HEAVY DUTY CULVERT APRON INLET 1 3 PROPOSED GRADE 10' 5' MI N 6 " 5' COMPACTED SUBGRADE CLASS III RIPRAP MI N 6 " BASIN RIM EL=1,017.0' BASIN EOF=±1,016.0' 7 C-805 EROSION CONTROL BLANKET INSTALLATION NOT TO SCALE DI R E C T I O N O F S U R F A C E F L O W ANCHOR TRENCH INSTALLATION: 1. DIG 6" X 6" TRENCH 2. LAY BLANKET IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 18" INTERVALS OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" STAPLE DENSITY SHALL BE A MINIMUM OF 3 U-SHAPED 8", 11 GAUGE METAL STAPLES PER SQUARE YARD (THIS MAY VARY AS DIRECTED BY THE CITY) ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) ISOMETRIC SEE GENERAL NOTES FOR BLANKET TYPE STAPLE BACKFILLEROSION CONTROL BLANKET ANCHOR TRENCH DETAIL 6" 6" 12" TO 36"DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 8 0 1 D E T A I L S . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 4 9 : 5 5 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T C-805 DETAILS 5 C-806 OUTLET CONTROL STRUCTURE 137 NOT TO SCALE VARIES 48" TYP. 5" 48" DIA. PRECAST CONCRETE OUTLET STRUCTURE PRECAST CONCRETE WEIR WALL 57 IN. DIA. OUTER DIA. 1/4"x1" FLAT STEEL SEE DETAIL A-A FOUR (4) 1/2 IN. DIA.-13 UNC HEX HEAD STAINLESS STEEL BOLTS WITH NUTS AND WASHERS #5 SMOOTH BAR @ 4 IN. O.C. EACH WAY HOT-DIPPED GALVANIZED GRATE MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' IN DEPTH OR LESS. INCREASE THICKNESS 1" FOR EACH ADDITIONAL 4' OF DEPTH, AND REINFORCE IN ACCORDANCE OF MNDOT STANDARD PLATE 4011E. PRECAST CONCRETE OUTLET STRUCTURE DETAIL A-A NOTES 1.DOG HOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE OF STRUCTURE. WASTERSTOP GROUT RING (RCP) OR WATERTIGHT BOOT (PVC) REQUIRED 2.HAALA INDUSTRIES POND SKIMMER GRATE OR EQUAL REQUIRED PLAN INFLOW SECTION PLAN (GRATE) 12 " 15" RCP PIPE 15" RCP PIPE 1 4" STEEL PLATE 3" INFLOW INFLOWOUTFLOW OUTFLOW OUTFLOW 2 C-806 SOUTH WET POND SECTION NOT TO SCALE 10' 10H:1V SAFETY BENCH AREA TO BE SEEDED WITH BWSR W4 MIX AND COVERED WITH CAT 1S ECB. NO POLY NET ALLOWED NWL 972.0 HWL 976.0 BOTTOM 966.0 3H:1V (MAX . S E E P L A N S ) 4H:1V 1 C-806 NORTH WET POND SECTION NOT TO SCALE 10' 10H:1V SAFETY BENCH AREA TO BE SEEDED WITH BWSR W4 MIX AND COVERED WITH CAT 1S ECB. NO POLY NET ALLOWED NWL 975.0 HWL 978.0 BOTTOM 969.0 3H:1V (MAX . S E E P L A N S ) 4H:1V 8 C-806 TYPICAL INFILTRATION MONITORING WELL NOT TO SCALE 4 C-806 SOUTH INFILTRATION BASIN SECTION NOT TO SCALE AREA TO BE SEEDED WITH BWSR W4 MIX AND COVERED WITH CAT 1S ECB. NO POLY NET ALLOWED HWL 947.4 BOTTOM/NWL 966.0 3H:1V (MAX. S E E P L A N S ) 3 C-806 NORTH INFILTRATION BASIN SECTION NOT TO SCALE AREA TO BE SEEDED WITH BWSR W4 MIX AND COVERED WITH CAT 1S ECB. NO POLY NET ALLOWED HWL 975.7 BOTTOM/NWL 968.0 3H:1V (MAX. S E E P L A N S ) INV IN: 974.49 (W) INV IN: 970.19 (E) RIM: 976.27 6 C-806 OUTLET CONTROL STRUCTURE 139 NOT TO SCALE VARIES 48" TYP. 5" 48" DIA. PRECAST CONCRETE OUTLET STRUCTURE PRECAST CONCRETE WEIR WALL 57 IN. DIA. OUTER DIA. 1/4"x1" FLAT STEEL SEE DETAIL A-A FOUR (4) 1/2 IN. DIA.-13 UNC HEX HEAD STAINLESS STEEL BOLTS WITH NUTS AND WASHERS #5 SMOOTH BAR @ 4 IN. O.C. EACH WAY HOT-DIPPED GALVANIZED GRATE MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' IN DEPTH OR LESS. INCREASE THICKNESS 1" FOR EACH ADDITIONAL 4' OF DEPTH, AND REINFORCE IN ACCORDANCE OF MNDOT STANDARD PLATE 4011E. PRECAST CONCRETE OUTLET STRUCTURE DETAIL A-A NOTES 1.DOG HOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE OF STRUCTURE. WASTERSTOP GROUT RING (RCP) OR WATERTIGHT BOOT (PVC) REQUIRED 2.HAALA INDUSTRIES POND SKIMMER GRATE OR EQUAL REQUIRED PLAN INFLOW SECTION PLAN (GRATE) 12 " 15" RCP PIPE 15" RCP PIPE 1 4" STEEL PLATE 3" INFLOW INFLOWOUTFLOW OUTFLOW OUTFLOW INV IN: 975.00 (W)INV IN: 975.00 (E) RIM: 978.06 DATE: 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE NO.: DWN BY: ISSUE DATE: PROJECT NO.:227705095 U: \ 2 2 7 7 0 5 0 9 5 \ R O S E M O U N T P W P S C A M P U S \ 5 _ D E S I G N \ 1 _ C A D \ 3 P L A N S H E E T S \ C - 8 0 1 D E T A I L S . d w g DE S C R I P T I O N : DA T E : ISSUE NO.: IS S U E N O . : SHEET NO.: SHEET TITLE: 1/ 1 1 / 2 0 2 3 4 : 4 9 : 5 7 P M CLIENT: RO S E M O U N T P O L I C E & PU B L I C W O R K S C A M P U S CI T Y O F R O S E M O U N T DA K O T A C O U N T Y , M I N N E S O T A 5 5 0 6 8 PR O J E C T T I T L E : SAG CHK'D BY: JTP APP'D BY: DML CERTIFICATION: 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763-252-6800 FAX: 952-831-1268 WWW.STANTEC.COM 01/11/2023 1 0 12 / 0 6 / 2 0 2 2 DD S E T 1 01 / 1 1 / 2 0 2 3 65 % C D C H E C K S E T C-806 DETAILS SHEET INDEX: G Architecture Interior Design Landscape Architecture Engineering B K V R O U P 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2019 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD_Public Works_LAND_2021.rvt 1/12/2023 5:17:04 PM Author Checker 2514.01 L001 LANDSCAPE TITLE SHEET ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS SHEET NUMBER SHEET NAME IS S U E 0 1 IS S U E 0 2 IS S U E 0 3 IS S U E 0 4 IS S U E 0 5 IS S U E 0 6 1 - GENERAL INFORMATION L001 LANDSCAPE TITLE SHEET X 3 - STANDARD SHEETS L100 OVERALL SITE/LANDSCAPE PLAN X L101 OVERALL SITE PLANTING PLAN X L150's ENLARGED PLAN DETAILS L200's LAYOUT & SURFACING PLANS L300's CONSTRUCTION DETAILS GENERAL NOTES 1. LANDSCAPE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. 2. LANDSCAPE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. 3. LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND/OR MATERIALS SUPPLIED. 4. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. LANDSCAPE CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10'-0" CLEARANCE). 6. UNDERGROUND UTILITIES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. 7. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. LANDSCAPE CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. 8. ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. CHANGES IN THE ALIGNMENT AND GRADES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. 9. LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN THE PLANT MATERIAL SELECTIONS AND OTHER SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE PLANT MATERIAL SELECTIONS OR SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 10. LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLE AS-BUILT DRAWING(S) OF LANDSCAPE INSTALLATION, IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. 11. NO PLANTS WILL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 12. SOD AREAS DISTURBED DUE TO GRADING SHALL BE REPLACED, UNLESS NOTED OTHERWISE. 13. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 14. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 15. PROPOSED PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' FEET ABOVE THE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE FINISHED GRADE. 16. LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND/OR MATERIALS SUPPLIED. 17. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 18. LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF THE OWNER ACCEPTANCE. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 19. PLANTING AREAS (NOT OVER STRUCTURE) RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 18" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS SCREENED COMPOST OR MANURE AND 10 PARTS SAND. 20. ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. 21. SHRUB BED MASSINGS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH FIBER MAT WEED BARRIER. 22. STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS AND ANNUALS WHERE PLANTING BED MEETS SOD UNLESS OTHERWISE NOTED. 23. REFER TO CIVIL FOR SITE DEMOLITION INFORMATION. 24. REFER TO CIVIL FOR ADDITIONAL SITE GRADING AND UTILITY INFORMATION 25. IF A DISCREPANCY EXISTS BETWEEN THE NUMBER OF PLANTS SHOWN IN THE PLANT MATERIALS SCHEDULE AND THE PLANS, THE PLANS SHALL GOVERN. 26. CONTRACTOR SHALL STAKE OUT LOCATION OF ALL PROPOSED TREES FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. IRRIGATION NOTES 1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A PERFORMANCE IRRIGATION PLAN AND SPECIFICATIONS AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 2. SHRUB & PERENNIAL BEDS TO BE IRRIGATED WITH DRIP IRRIGATION. SOD TO BE IRRIGATED WITH SPRAY. 3. LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIALS GROWTH REQUIREMENTS. 4. LANDSCAPE CONTRACTOR SHALL INSURE THAT SOIL CONDITIONS AND COMPACTION ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRUCTION SITE. UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN ALL PLANTING AREAS. 5. COORDINATE IRRIGATION SLEEVING LOCATIONS WITH GENERAL CONTRACTOR. 6. RAIN SENSORS TO BE INCLUDED WITHIN THE IRRIGATION DESIGN. 7. IRRIGATION LIMITS TO EXTEND TO STREET BACK OF CURB. SURVEY NOTES 1. ALL EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE BASED ON AN OWNER-FURNISHED SURVEY. BKV GROUP OFFERS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, FOR THE ACCURACY OR RELIABILITY OF THE INDICATED EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, EXISTING BUILDING LOCATIONS, UTILITY LOCATIONS AND INVERT ELEVATIONS, AND EXISTING SITE GRADES PRIOR TO THE START OF WORK. 3. ANY OBSERVED DEVIATIONS FROM CONDITIONS INDICATED ON THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT OR LANDSCAPE ARCHITECT'S ATTENTION IMMEDIATELY UPON DISCOVERY. NO WORK SHALL PROCEED IN THE AREAS OF ANY DISCOVERED DEVIATIONS UNTIL THE DIFFERENCES ARE RESOLVED. ISSUE # DATE DESCRIPTION 1 12-06-2022 DD SET 18" 18" 18" 8"PVC 8"PVC 8"PVC BISCAYNE AVE DYH D YH WVWV WV DYH WV WV WV WV S S Gr oup#289Gr oup#291Gr oup#295Gr oup#296Gr oup#297Gr oup#298Gr oup#299Gr oup#300Gr oup#301Gr oup#302Gr oup#303Gr oup#304Gr oup#305Gr oup#306Gr oup#307Gr oup#308Gr oup#309 Gr oup#311Gr oup#312Gr oup#313Gr oup#314Gr oup#317Gr oup#318Gr oup#320Gr oup#321Gr oup#322Gr oup#323Gr oup#324Gr oup#325Gr oup#326Gr oup#327Gr oup#328Gr oup#329Gr oup#330 Gr oup#331Gr oup#319Gr oup#316Gr oup#293Gr oup#315Gr oup#290Gr oup#292Gr oup#294Gr oup#310Gr oup#286Gr oup#287Gr oup#288 G r oup#289G r oup#291G r oup#295G r oup#296G r oup#297G r oup#298G r oup#299G r oup#300G r oup#301G r oup#302G r oup#303G r oup#304G r oup#305G r oup#306G r oup#307G r oup#308G r oup#309G r oup#311G r oup#312G r oup#313G r oup#314G r oup#317G r oup#318G r oup#320G r oup#321G r oup#322G r oup#323G r oup#324G r oup#325G r oup#326G r oup#327G r oup#328G r oup#329G r oup#330G r oup#331G r oup#319G r oup#316G r oup#293G r oup#315G r oup#290G r oup#292G r oup#294G r oup#310G r oup#286G r oup#287G r oup#288 KEY NOTES: GRAPHIC LEGEND: CONCRETE #1, PLAIN BROOM FINISH TURFGRASS: SOD, IRRIGATED (SEE SPEC) ROCK MULCH #1 (SEE SPEC) CONCRETE #2, INTEGRALLY COLORED MASS PLANTING BED; 12" MIN. PLANTING SOIL, HARDWOOD MULCH, STEEL EDGER WHERE MASS PLANTING BEDS MEET SOD OR SEEDED AREAS NATIVE SEED MIX; POLLINATOR MIX DRY TO MESIC BY MN NATIVE LANDSCAPES NATIVE VEGETATED MAT; "SHORT AND SHOWY" BY AGRECOL L0 L0 L0 L0 L1 L1 L1 L1L1L1 L1 L1 L1 L1 L1 L1 L2 L3 L12 L12 L12L18 L18 L3 L3 L15 L15 L11 L11 L18 L18 L9 L23 L6L6 L21 L10 L6 L5 L2 L19 L14 L14 L19 L5 L6 L6 L22 L9 L9 L9 L9 L7 L7 L7 L7 L23 TRUE NORTH G Architecture Interior Design Landscape Architecture Engineering BKV R O U P 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2019 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD_Public Works_LAND_2021.rvt 1/12/2023 5:17:09 PM Author Checker 2514.01 L100 OVERALL SITE/LANDSCAPE PLAN ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS ISSUE # DATE DESCRIPTION 1 12-06-2022 DD SET 1" = 40'-0"L100 1 OVERALL SITE LANDSCAPE PLAN 0'20' -0"40' -0"80' -0"160' -0" L0 PROPERTY LINE L1 BUILDING ENTRY/EXIT L2 SURFACE TREATMENT #1; CAST IN PLACE PLAIN CONCRETE; BROOM FINISH-TYP; JOINTING PER SIDEWALK WIDTH AND ON LAYOUT AND SURFACING PLANS L3 SURFACE TREATMENT #2; CAST IN PLACE CONCRETE WITH INTEGRAL COLOR; BROOM FINISH-TYP; JOINTING PER SIDEWALK WIDTH AND ON LAYOUT AND SURFACING PLANS L5 TURFGRASS; SOD; IRRIGATED L6 NATIVE PRAIRIE SEED MIX: "POLLINATOR MIX DRY TO MESIC" BY MINNESOTA NATIVE LANDSCAPES, SOIL PREP GUIDELINES BY MANUFACT. SPEC(S) L7 18" W CRUSHED GRANITE MAINTENANCE STRIP, DARK GRAY COLOR, 4" MIN. WITH FILTER FABRIC UNDERLAYMENT L9 PLANTING BED; 12" MIN.DEPTH PLAINTING SOIL MIX, 3" MIN DEPTH HARDWOOD MULCH; AUTOMATED DRIP IRRIGATION, 3/16" MILLED FINISH EDGER, SEE 3/L300; NOTE: IRRIGATION BY OWNER L10 TRASH ENCLOSURE; SEE ARCH. L11 BENCH, 'PALISADE' BY LANDSCAPE FORMS, LENGTH 96" L12 FLAGPOLES, SEE ARCH FOR HEIGHTS AND LIGHTING, SEE 4/L300 FOR FOOTING L14 BUILT IN GAS GRILL, PROVIDE HARD-LINE GAS FEED FROM BUILDING, SEE X/L30X L15 BIKE RACKS; 'HOOP' BY DERO (3 TOTAL UNITS, 6 BIKES) L18 RETAINING WALL; 3'H (2' EXPOSED HEIGHT, 1' BURIED) X 6'L X 12"W PRECAST UNITS L19 FREESTANDING FURNISHINGS; FFE BY OWNER L21 PRESERVED TREES; REMOVE DEAD WOOD AND INVASIVE UNDERGROWTH; PROTECT PER CIVIL DETAIL; SEED TO GRADING LIMITS L22 SCREENING BERM; FINAL HEIGHT TO BE DETERMINED BASED ON CUT-FILL BALANCE L23 NATIVE VEGETATED MATS; "SHORT AND SHOWY" BY AGRECOL BASIS OF DESIGN DYH D YH WVWV DYH WV WV Gr oup#289Gr oup#291Gr oup#295Gr oup#296Gr oup#297Gr oup#298Gr oup#299Gr oup#300Gr oup#301Gr oup#302Gr oup#303Gr oup#304Gr oup#305Gr oup#306Gr oup#307Gr oup#308Gr oup#309 Gr oup#311Gr oup#312Gr oup#313Gr oup#314Gr oup#317Gr oup#318Gr oup#320Gr oup#321Gr oup#322Gr oup#323Gr oup#324Gr oup#325Gr oup#326Gr oup#327Gr oup#328Gr oup#329Gr oup#330 Gr oup#331Gr oup#319Gr oup#316Gr oup#293Gr oup#315Gr oup#290Gr oup#292Gr oup#294Gr oup#310Gr oup#286Gr oup#287Gr oup#288 G r oup#289G r oup#291G r oup#295G r oup#296G r oup#297G r oup#298G r oup#299G r oup#300G r oup#301G r oup#302G r oup#303G r oup#304G r oup#305G r oup#306G r oup#307G r oup#308G r oup#309G r oup#311G r oup#312G r oup#313G r oup#314G r oup#317G r oup#318G r oup#320G r oup#321G r oup#322G r oup#323G r oup#324G r oup#325G r oup#326G r oup#327G r oup#328G r oup#329G r oup#330G r oup#331G r oup#319G r oup#316G r oup#293G r oup#315G r oup#290G r oup#292G r oup#294G r oup#310G r oup#286G r oup#287G r oup#288 PROPOSED PLANT SCHEDULE: GRAPHIC LEGEND: CONCRETE #1, PLAIN BROOM FINISH TURFGRASS: SOD, IRRIGATED (SEE SPEC) ROCK MULCH #1 (SEE SPEC) CONCRETE #2, INTEGRALLY COLORED MASS PLANTING BED; 12" MIN. PLANTING SOIL, HARDWOOD MULCH, STEEL EDGER WHERE MASS PLANTING BEDS MEET SOD OR SEEDED AREAS NATIVE SEED MIX; POLLINATOR MIX DRY TO MESIC BY MN NATIVE LANDSCAPES NATIVE VEGETATED MAT; "SHORT AND SHOWY" BY AGRECOL 4 PT 1 QB 3 PA 1 AS 5 PS 1 QB 4 PT 5 PA 5 PS 1 AS 1 QB 3 PT 1 QB 3 PA 1 AS 1 QB 7 PT 2 AS 5 PS 1 AS 1 QB 3 PT 5 PA 4 PS 3 PT 1 AS 1 QB 3 PT 3 PS 3 PA 2 QB 2 QB 2 AS 1 BP 1 QB 1 AS 1 QB 1 BP 4 QB 1 AS 1 BP 1 QB 1 BP 1 AS 2 BP 1 AS 3 Sm 13 Sm 8 pv 7 Am 22 Dl 5 Am 35 ed 28 Cs 1 AS 4 BP 2 AS 14 pv 1 Am 8 Am 20 pv 20 pv 35 Cs 49 Cs 5 BP 23 Dl 6 MP 4 MP 4 AS 1 AS 1 CO 1 AS 3 CO 1 AS 1 CO 1 CO 2 CO 2 AS 2 CO 4 AS 1 AS 1 CO 1 CO 68 To 7 QA 1 AS 1 CO 1 CO 1 CO 2 CO 2 AS 1 AS 1 CO 1 CO 1 AS 1 AS 1 CO 1 CO 1 AS 1 AS 1 CO 1 AS 1 AS 1 AS 1 CO 1 AS 1 CO 1 CO 1 AS 1 CO 6 Am TRUE NORTH G Architecture Interior Design Landscape Architecture Engineering BKV R O U P 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2019 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD_Public Works_LAND_2021.rvt 1/12/2023 5:17:14 PM Author Checker 2514.01 L101 OVERALL SITE PLANTING PLAN ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS QTY SYM COMMON NAME SCIENTIFIC NAME PLANTING SIZE COMMENTS PERENNIALS/GROUNDCOVERS/GRASSES 84 ed BABY JOE PYE WEED Eupatorium dubium 'Baby Joe' #1 CONT. 69 ha AUGUST MOON HOSTA Hosta 'August Moon' #1 CONT. 21 ms OSTRICH FERN Metteuccia struthiopteris #1 CONT. 81 pt GREEN CARPET PACHYSANDRA Pachysandra terminalis 'Green Carpet' 4" PLUG 159 pv GOLDSTRUM RUDBECKIA Panicum virgatum 'Northwind" #1 CONT. DECIDUOUS UNDERSTORY TREES 15 BP RENAISSANCE REFLECTION PAPER BIRCH Betula papyrifera 'Renci' 1.5" B&B 10 MP PINK SPIRES CRAB Malus 'Pink Spires' 2" B&B 13 PF PINK FLAIR CHERRY Prunus sargentii 'JFS-KW58 1.5" B&B 27 PT PRAIRIE GOLD ASPEN Populus tremuloides 'NEarb' 1.5" B&B DECIDUOUS SHRUBS 36 Am AUTUMN MAGIC CHOKEBERRY Aronia melanocarpa 'Autumn Magic' #5 CONT. 20 Ca RUBY SPICE CLETHRA Clethra alnifolia 'Ruby Spice' #2 CONT. 63 Cs ARCTIC FIRE DOGWOOD Cornus stolonifera 'Farrow' #5 CONT. 46 Dl DWARF BUSH HONEYSUCKLE Diervilla lonicera #5 CONT. 19 Sm SEM FALSE SPIREA Syringa meyeri #5 CONT. 20 Ss SEM FALSE SPIREA Sorbaria sorbifolia 'Sem'(PP16,336) #5 CONT. DECIDUOUS CANOPY TREES 47 AS GREEN MOUNTAIN SUGAR MAPLE Acer saccharum 'Green Mountain' 2.5" CAL. 33 CO COMMON HACKBERRY Celtis occidentalis 2.5" CAL. 7 QA CRIMSON SPIRE OAK Quercus alba x Quercus robur 2-1/2" B&B 18 QB SWAMP WHITE OAK Quercus bicolor 2.5" CAL. CONIFEROUS EVERGREEN TREES 19 PA NORWAY SPRUCE Picea abies 12' B&B 22 PS WHITE PINE Pinus strobus 10' B&B CONIFEROUS EVERGREEN SHRUBS 97 To EMERALD ARBORVITAE Thuja occidentalis 'Smaragd' #10 CONT. ISSUE # DATE DESCRIPTION 1 12-06-2022 DD SET 1" = 40'-0"L101 1 OVERALL SITE PLANTING PLAN PROJECT SUMMARY LAND AREA = 014,999 SF 8 TREES PER SF REQUIRED = 306 REQUIRED PROPOSED NEW TREE PLANTINGS = 211 (41 CONIFEROUS = 170 DECIDUOUS) FOUNDATION LENGTH = 3,220 LF 1 FOUNDATION PLANTING PER 10 LF = 322 REQUIRED PROPOSED NEW SHRUBS = 200 PER THE ROSEMOUNT LANDSCAPING ORDINANCE "CREDIT MAY BE GIVEN FOR PRESERVATION OF EXISTING TREES, CONDITION AND SPECIES DEPENDENT." SEE TABLE BELOW FOR SUMMARY OF EXISING TREES TO BE PRESERVED. WE ARE PROPOSING PRESERVATION OF 1,513 CALIPER INCHES OF SIGNIFICANT TREES ON SITE. 0'20' -0"40' -0"80' -0"160' -0" SITE Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 12:10:20 PM - - 2514.01 G100 COVER SHEET ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS 14221 BISCAYNE AVENUE, ROSEMOUNT, MN 55068 DESIGN DEVELOPMENT SET -12/06/2022 SHEET INDEX : RENDERING : PROJECT TEAM : LOCATION MAP : 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.373.9514 Contact: Michael Healy, AIA OWNER / APPLICANT: 2875 145th Street West Rosemount, MN 55068 LANDSCAPE ARCHITECT: 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Contact: Brady Halverson City of Rosemount, MN ARCHITECT: Boarman Kroos Vogel Group, Inc 7500 Olson Memorial Highway, Suite 300 Minneapolis, Minnesota 55401 Phone: 763.252.6886 Contact: Dan Lavender, PE CIVIL ENGINEER: STANTEC Boarman Kroos Vogel Group, Inc STRUCTURAL ENGINEER: 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Contact: Kyle Olson, PE Boarman Kroos Vogel Group, Inc CONSTRUCTION MANAGER: 501 South 8th Street Minneapolis, Minnesota 55404 Phone: 612.255.2395 Contact: Jason Rentmeester KRAUS ANDERSON MEP ENGINEER: 7705 Bush Lake Road Edina, Minnesota 55439 Phone: 952.930.0050 Contact: Scott Vander Heiden, PE Emannuelson -Podas, Inc SHEET INDEX Sheet Number Sheet Name DD S E T M708 MECHANICAL CONTROLS X M709 MECHANICAL CONTROLS X M710 MECHANICAL CONTROLS X M711 MECHANICAL CONTROLS X 8 - PLUMBING P100A PLUMBING UNDERFLOOR PLAN - AREA A X P100B PLUMBING UNDERFLOOR PLAN - AREA B X P100C PLUMBING UNDERFLOOR PLAN - AREA C X P100D PLUMBING UNDERFLOOR PLAN - AREA D X P100E PLUMBING UNDERFLOOR PLAN - AREA E X P100F PLUMBING UNDERFLOOR PLAN - AREA F X P100G PLUMBING UNDERFLOOR PLAN - AREA G X P101A PLUMBING PLAN LEVEL 1 - AREA A X P101B PLUMBING PLAN LEVEL 1 - AREA B X P101C PLUMBING PLAN LEVEL 1 - AREA C X P101D PLUMBING PLAN LEVEL 1 - AREA D X P101E PLUMBING PLAN LEVEL 1 - AREA E X P101F PLUMBING PLAN LEVEL 1 - AREA F X P101G PLUMBING PLAN LEVEL 1 - AREA G X P102F PLUMBING PLAN MEZZANINE - AREA F X P201F LUBE PLAN LEVEL 1 - AREA F X P202F LUBE PLAN MEZZANINE - AREA F X P301A PLUMBING ROOF PLAN - AREA A X P301B PLUMBING ROOF PLAN - AREA B X P301C PLUMBING ROOF PLAN - AREA C X P301D PLUMBING ROOF PLAN - AREA D X P301E PLUMBING ROOF PLAN - AREA E X P301F PLUMBING ROOF PLAN - AREA F X P301G PLUMBING ROOF PLAN - AREA G X P401 PLUMBING RISER DIAGRAMS X P402 PLUMBING RISER DIAGRAMS X P403 PLUMBING RISER DIAGRAMS X P404 PLUMBING RISER DIAGRAMS X P405 PLUMBING RISER DIAGRAMS X P406 PLUMBING RISER DIAGRAMS X P407 PLUMBING RISER DIAGRAMS X P408 PLUMBING RISER DIAGRAMS X P409 PLUMBING RISER DIAGRAMS X P501 PLUMBING DETAILS X P601 PLUMBING SCHEDULES X 8.1 - FIRE PROTECTION FP101 FIRE PROTECTION PLANS X 9 - ELECTRICAL E000 ELECTRICAL TITLE SHEET X E001 ELECTRICAL SITE PLAN X E101 ELECTRICAL OVERALL PLAN X E101A LIGHTING PLAN LEVEL 1 - AREA A X E101B LIGHTING PLAN LEVEL 1 - AREA B X E101C LIGHTING PLAN LEVEL 1 - AREA C X E101D LIGHTING PLAN LEVEL 1 - AREA D X E101E LIGHTING PLAN LEVEL 1 - AREA E X E101F LIGHTING PLAN LEVEL 1 - AREA F X E101G LIGHTING PLAN LEVEL 1 - AREA G X E102 LIGHTING PLAN MEZZANINES X E201A POWER & SYSTEMS PLAN LEVEL 1 - AREA A X E201B POWER & SYSTEMS PLAN LEVEL 1 - AREA B X E201C POWER & SYSTEMS PLAN LEVEL 1 - AREA C X E201D POWER & SYSTEMS PLAN LEVEL 1 - AREA D X E201E POWER & SYSTEMS PLAN LEVEL 1 - AREA E X E201F POWER & SYSTEMS PLAN LEVEL 1 - AREA F X E201G POWER & SYSTEMS PLAN LEVEL 1 - AREA G X E202 POWER & SYSTEMS PLAN MEZZANINES X E203A-C ELECTRICAL ROOF PLAN - AREA A, B & C X E203D-G ELECTRICAL ROOF PLAN - AREA D, E, F & G X E401 ENLARGED ELECTRICAL PLANS X E402 ENLARGED ELECTRICAL PLANS X E501 ELECTRICAL DETAILS X E601 ELECTRICAL RISER DIAGRAM X E701 LIGHT FIXTURE SCHEDULE X 11 - TECHNOLOGY T000 TECHNOLOGY - INDEX SHEET X T010 TECHNOLOGY - SITE PLAN X T101 LEVEL 1 - OVERALL FLOOR PLAN X T101A FLOOR PLAN LEVEL 1 - AREA A X T101B FLOOR PLAN LEVEL 1 - AREA B X T101C FLOOR PLAN LEVEL 1 - AREA C X T101D FLOOR PLAN LEVEL 1 - AREA D X T101E FLOOR PLAN LEVEL 1 - AREA E X T101F FLOOR PLAN LEVEL 1 - AREA F X T101G FLOOR PLAN LEVEL 1 - AREA G X T102 MEZZANINE - OVERALL FLOOR PLAN X T400 TECHNOLOGY - ENLARGEMENTS X T500 TECHNOLOGY - DETAILS X T501 TECHNOLOGY - DETAILS X T600 TECHNOLOGY - SECURITY DETAILS X T601 TECHNOLOGY - SECURITY DETAILS X T700 TECHNOLOGY - AV DETAILS X T701 TECHNOLOGY - AV DETAILS X SHEET INDEX Sheet Number Sheet Name DD S E T A821 MILLWORK SECTIONS - COMMON X A900 OPENING SCHEDULE X A901 OPENING SCHEDULE X A910 PANEL TYPES, FRAME TYPES X A920 ALUMINUM FRAME TYPES X A921 ALUMINUM FRAME TYPES X A922 ALUMINUM FRAME TYPES X 5 - INTERIORS I001 INTERIOR MATERIAL IDENTIFICATION LIST X I002 INTERIOR MATERIAL IDENTIFICATION LIST X I050 INTERIOR ROOM FINISH SCHEDULE X I101A LEVEL 1 FINISH PLAN - AREA A X I101B LEVEL 1 FINISH PLAN - AREA B X I101C LEVEL 1 FINISH PLAN - AREA C X I101D LEVEL 1 FINISH PLAN - AREA D X I101E LEVEL 1 FINISH PLAN - AREA E X I101F LEVEL 1 FINISH PLAN - AREA F X I101G LEVEL 1 FINISH PLAN - AREA G X I401A LEVEL 1 - FURNITURE PLAN - AREA A X I401B LEVEL 1 - FURNITURE PLAN - AREA B X I401C LEVEL 1 - FURNITURE PLAN - AREA C X I401D LEVEL 1 - FURNITURE PLAN - AREA D X I401E LEVEL 1 - FURNITURE PLAN - AREA E X I401F LEVEL 1 - FURNITURE PLAN - AREA F X I401G LEVEL 1 - FURNITURE PLAN - AREA G X 6 - STRUCTURAL S001 STRUCTURAL NOTES X S010 SPECIAL INSPECTIONS X S030 SCHEDULES X S040 PUBLIC WORKS MEZZANINE PC LOADING PLAN X S041 ROOF PC LOADING PLAN X S101 OVERALL PLAN X S101A LEVEL 1 / FOUNDATION PLAN AREA A X S101B LEVEL 1 / FOUNDATION PLAN AREA B X S101C LEVEL 1/ FOUNDATION PLAN AREA C X S101D LEVEL 1 / FOUNDATION PLAN AREA D X S101E LEVEL 1/ FOUNDATION PLAN AREA E X S101F LEVEL 1 / FOUNDATION PLAN AREA F X S101G LEVEL 1 FOUNDATION PLAN AREA G X S102 MEZZANINE PLAN X S103 ROOF OVERALL PLAN X S103A ROOF FRAMING PLAN AREA A X S103B ROOF FRAMING PLAN AREA B X S103C ROOF FRAMING PLAN AREA C X S103D ROOF FRAMING PLAN AREA D X S103E ROOF FRAMING PLAN AREA E X S103F ROOF FRAMING PLAN AREA F X S103G ROOF FRAMING PLAN AREA G AND VESTIBULE X S104D CLERESTORY ROOF FRAMING PLAN AREA D X S104E CLERESTORY ROOF FRAMING PLAN AREA E X S104F CLERESTORY ROOF FRAMING PLAN AREA F X S111 BRACE FRAME ELEVATIONS X S112 BRACE FRAME ELEVATIONS X S113 BRACE FRAME ELEVATONS X S201 FOUNDATION DETAILS X S202 FOUNDATION DETAILS X S301 DETAILS AND SECTIONS X S401 STEEL FRAMING DETAILS X S402 STEEL FRAMING DETAILS X 7 - MECHANICAL M000 MECHANICAL TITLE SHEET X M001 MECHANICAL SITE PLAN X M101A HVAC PLAN LEVEL 1 - AREA A X M101B HVAC PLAN LEVEL 1 - AREA B X M101C HVAC PLAN LEVEL 1 - AREA C X M101D HVAC PLAN LEVEL 1 - AREA D X M101E HVAC PLAN LEVEL 1 - AREA E X M101F HVAC PLAN LEVEL 1 - AREA F X M101G HVAC PLAN LEVEL 1 - AREA G X M102F HVAC PLAN MEZZANINE - AREA F X M201A HVAC PIPING PLAN LEVEL 1 - AREA A X M201B HVAC PIPING PLAN LEVEL 1 - AREA B X M201C HVAC PIPING PLAN LEVEL 1 - AREA C X M201D HVAC PIPING PLAN LEVEL 1 - AREA D X M201F HVAC PIPING PLAN LEVEL 1 - AREA F X M202F HVAC PIPING PLAN MEZZANINE - AREA F X M301A HVAC ROOF PLAN - AREA A X M301B HVAC ROOF PLAN - AREA B X M301C HVAC ROOF PLAN - AREA C X M301D HVAC ROOF PLAN - AREA D X M301E HVAC ROOF PLAN - AREA E X M301F HVAC ROOF PLAN - AREA F X M301G HVAC ROOF PLAN - AREA G X M501 HVAC DETAILS X M502 HVAC DETAILS X M503 HVAC DETAILS X M601 HVAC SCHEDULES X M602 HVAC SCHEDULES X M603 HVAC SCHEDULES X M701 MECHANICAL CONTROLS X M702 MECHANICAL CONTROLS X M703 MECHANICAL CONTROLS X M704 MECHANICAL CONTROLS X M705 MECHANICAL CONTROLS X M706 MECHANICAL CONTROLS X M707 MECHANICAL CONTROLS X SHEET INDEX Sheet Number Sheet Name DD S E T 1 - GENERAL G100 COVER SHEET X G120 CODE SUMMARY & OCCUPANCY PLANS X G121 CODE PLAN - SITE X G122 LIFE SAFETY PLANS - BUILDING 1 - PD X G123 LIFE SAFETY PLAN - BUILDING 1 - PW OFFICE X G124 LIFE SAFETY PLAN - BUILDINGS 2 X G125 LIFE SAFETY PLANS - BUILDINGS 3 & 4 X G130 SYMBOLS & ABBREVIATIONS X G140 ACCESSIBILITY & MOUNTING HEIGHTS X 2 - CIVIL C-001 COVER SHEET X C-004 EXISTING CONDITIONS X C-005 REMOVALS AND PRECONSTRUCTION EROSION CONTROL PLAN X C-101 SITE PLAN X C-201 POST-CONSTRUCTION STABILIZATION PLAN X C-301 GRADING PLAN X C-401 UTILITY PLAN X C-501 STORM SEWER PLAN X C-801 DETAILS X C-802 DETAILS X C-803 DETAILS X C-804 DETAILS X C-805 DETAILS X 3 - LANDSCAPE L001 LANDSCAPE TITLE SHEET X L100 OVERALL SITE/LANDSCAPE PLAN X L101 OVERALL SITE PLANTING PLAN X 4 - ARCHITECTURE A010 ARCHITECTURAL SITE PLAN X A015 SITE ELEVATIONS & DETAILS X A016 SITE ELEVATIONS & DETAILS X A017 SITE ELEVATIONS & DETAILS X A018 COLD STORAGE BUILDING X A101 LEVEL 1 - OVERALL FLOOR PLAN X A101A FLOOR PLAN LEVEL 1 - AREA A X A101B FLOOR PLAN LEVEL 1 - AREA B X A101C FLOOR PLAN LEVEL 1 - AREA C X A101D FLOOR PLAN LEVEL 1 - AREA D X A101E FLOOR PLAN LEVEL 1 - AREA E X A101F FLOOR PLAN LEVEL 1 - AREA F X A101G FLOOR PLAN LEVEL 1 - AREA G X A102 MEZZANINE - OVERALL FLOOR PLAN X A140 ROOF PLAN X A151 ENLARGED PLANS & ELEVATIONS X A152 ENLARGED PLANS & ELEVATIONS X A153 ENLARGED PLANS & ELEVATIONS X A154 ENLARGED PLANS & ELEVATIONS X A155 ENLARGED PLANS & ELEVATIONS X A156 ENLARGED PLANS & ELEVATIONS X A157 ENLARGED PLANS & ELEVATIONS X A161 PW ENLARGED PLANS X A162 PW ENLARGED PLANS X A163 PW ENLARGED PLANS X A164 PW ENLARGED PLANS X A165 PW ENLARGED PLANS X A166 PW ENLARGED MEZZANINE PLANS X A167 PW ENLARGED MEZZANINE PLANS X A301 LEVEL 1 REFLECTED CEILING PLAN X A301A LEVEL 1 REFLECTED CEILING PLAN - AREA A X A301B LEVEL 1 REFLECTED CEILING PLAN - AREA B X A301C LEVEL 1 REFLECTED CEILING PLAN - AREA C X A301D LEVEL 1 REFLECTED CEILING PLAN - AREA D X A301E LEVEL 1 REFLECTED CEILING PLAN - AREA E X A301F LEVEL 1 REFLECTED CEILING PLAN - AREA F X A301G LEVEL 1 REFLECTED CEILING PLAN - AREA G X A401 OVERALL EXTERIOR ELEVATIONS X A451 ENLARGED EXTERIOR ELEVATIONS X A452 ENLARGED EXTERIOR ELEVATIONS X A453 ENLARGED EXTERIOR ELEVATIONS X A454 ENLARGED EXTERIOR ELEVATIONS X A455 ENLARGED EXTERIOR ELEVATIONS X A456 ENLARGED EXTERIOR ELEVATIONS X A501 BUILDING SECTIONS X A502 BUILDING SECTIONS X A551 WALL SECTIONS X A552 WALL SECTIONS X A553 WALL SECTIONS X A554 WALL SECTIONS X A555 WALL SECTIONS X A556 WALL SECTIONS X A557 WALL SECTIONS X A601 CONSTRUCTION TYPES - EXTERIOR X A602 CONSTRUCTION TYPES - FLOOR & ROOF X A603 CONSTRUCTION TYPES - PARTITION TYPES X A604 CONSTRUCTION TYPES - DETAILS X A610 DETAILS - FOUNDATION X A801 INTERIOR ELEVATIONS X A802 INTERIOR ELEVATIONS X A803 INTERIOR ELEVATIONS X A804 INTERIOR ELEVATIONS X A805 INTERIOR ELEVATIONS X A810 INTERIOR ELEVATIONS - PW X A811 INTERIOR ELEVATIONS - PW X A812 INTERIOR ELEVATIONS - PW X A813 INTERIOR ELEVATIONS - PW X A820 MILLWORK SECTIONS - COMMON X ISSUE # DATE DESCRIPTION 12/06/2022 DD SET OCCUPANCY CLASSIFICATION A-3 B S-1 S-2 SLOPED WALL Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:18:02 AM Author Checker 2514.01 G120 CODE SUMMARY & OCCUPANCY PLANS ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS G120 1" = 60'-0" 1 OCCUPANCY DIAGRAM-OVERALL OCCUPANCY NET AREA SCHEDULE - BUILDING 1 Occupancy Area A-3 4020 SF B 32773 SF S-2 22421 SF Grand total 59214 SF G120 1" = 60'-0" 2 MEZZANINE -OCCUPANCY PLAN OCCUPANCY NET AREA SCHEDULE - BUILDING 2 Occupancy Area S-1 14459 SF S-2 75672 SF Grand total 90131 SF OCCUPANCY NET AREA SCHEDULE - BUILDING 3 Occupancy Area S-2 4800 SF Grand total 4800 SF OCCUPANCY NET AREA SCHEDULE - BUILDING 4 Occupancy Area S-1 7056 SF Grand total 7056 SF GSF AREA BY BUILDING Name Area BUILDING 1 64700 SF BUILDING 2 94107 SF BUILDING 3 4800 SF BUILDING 4 7400 SF TOTAL GSF 171007 SF ISSUE # DATE DESCRIPTION 12/06/2022 DD SET CODE LEGEND 2 HR FIRE WALL ##TOTAL OCCUPANT LOAD OF BUILDING LIFE SAFETY ROOM TAG: INDICATES ROOM NAME INDICATES ROOM SQUARE FOOTAGE INDICATES SQUARE FOOTAGE PER OCCUPANT INDICATES OCCUPANT LOAD FIRE EXTINGUISHER: SEE FLOOR PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS FE FEC EXIT TRAVEL DISTANCE ##NUMBER OF OCCUPANTS EXITING STANDPIPESP SF/OCC OCC Name 101 150 SF 10 INDICATES ROOM NUMBER ICC500 STORM SHELTER 2HR FIREWALL 64,719 SF 94,107 SF BUILDING 1 BUILDING 2 4,800 SF BUILDING 3 7,400 SF BUILDING 4 PRO P E RT Y LINE P ROPERTY LI NE PROPERTY LINE PR O P E R T Y L I N E FUEL ISLAND PUBLIC PARKING (72) TOTAL SPACES (5) HANDICAP SPACES (1) VAN SPACE W/ CLEARANCE AISLES STAFF PARKING 65 TOTAL SPACES # HANDICAP SPACES # VAN SPACES W/ CLEARANCE AISLES (FUTURE PARKING) PATROL PARKING 9 SPACES OUTDOOR WASH DOWN OPERABLE GATE OPERABLE GATE 8' HEIGHT SITE FENCING 8' HEIGHT SITE FENCING BULK MATERIAL BINS YARD WORK AREA (FUTURE COLD STOAGE EXPANSION) LAYDOWN YARD & WORK AREA MAIN BUILDING ENTRANCEPD STAFF ENTRANCE PW STAFF ENTRANCE 65' - 0" RAILROAD TRACKS 31' - 7" 30' - 9" PD PATIO GENERATOR & TRANSFORMER PW PATIO 8' HEIGHT SITE FENCING 8' HEIGHT SITE FENCING 7' - 0" 214' - 7" 19 9 ' - 2 " 17 1 ' - 1 " STORMWATER INFILTRATION BASIN STORMWATER WET POND STORMWATER INFILTRATION BASIN STORMWATER WET POND STORMWATER WET POND TYP 9' - 6 " TYP 24' - 0" TYP 9' - 6 " TYP 9' - 6"TYP 24 ' - 0 " 24' - 0" 24 ' - 0 " 32 ' - 0 " 24 ' - 0 " TYP 24' - 0" TYP 24 ' - 0 " TRASH ENCLOSURE TRASH ENCLOSURE 84 ' - 0 " FDC Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:18:18 AM Author Checker 2514.01 G121 CODE PLAN - SITE ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS CODE PLAN GENERAL NOTES 1. CODE PLANS ARE INTENDED TO BE PRINTED IN COLOR FOR CLARITY. 2. HIGHEST REQUIRED HOURLY RATING FOR ANY INDIVIDUAL WALL WILL BE SHOWN WHERE MULTIPLE REQUIRED RATINGS OCCUR. 3. EXIT ACCESS TRAVEL DISTANCE PER IBC 1016.1 IS 250 FEET AT R-2, 400 FEET AT S-2. 4. MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUSHER PER IFC 906.3 IS 75 FEET. 5. SEE SHEET G120 FOR COMPLETE CODE SUMMARY 6. PROVIDE 2-WAY COMMUNICATION AT ELEVATOR LANDINGS PER IBC 1007.8. 7. ALL DWELLING UNITS ARE MN STATE ACCESSIBILITY TYPE B PER CODE, CHAPTER 1341 UNLESS NOTED OTHERWISE. 8. PROVIDE FIRE PROTECTION TO RATING INDICATED ON CODE PLANS FOR STEEL COLUMNS, BEAMS & BEARING ANGLES SUPPORTING BUILDING ELEMENTS PER IBC 704 (SEE STRUCTURAL) 9. ASSEMBLY OCCUPANT LOADS SHALL BE POSTED BY SIGNAGE AT TIME OF FINAL BUILDING INSPECTION 10. PROVIDE IDENTIFICATION MARKINGS ON ALL WALLS REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS PER MBC 703.7. 11. ACCESSIBLE PARKING SPACE REQUIREMENTS PER MN ACCESSIBILITY CODE SECTION 1106 A B C D E F G G121 1" = 40'-0" 1 LIFE SAFETY PLAN -OVERALL SITE ISSUE # DATE DESCRIPTION 12/06/2022 DD SET 8FT CHAINLINK FENCE ELEC. PIVOT GATE ELEC. PIVOT GATE FUTURE PARKING STAFF PARKING AREA - SEE CIVIL DWGS TRASH ENCLOSURE EMER. GENERATOR ELEC. TRANSFORMER 8FT METAL SECURITY FENCE FLAG POLES, QTY: (3) NEW CURB CUT, SEE CIVIL NEW CURB CUT, SEE CIVIL NEW CURB CUT, SEE CIVIL FUEL ISLAND LANDSCAPE AREA, SEE LAND. DWGS. PROPERTY LINE PROPERTY LINE PROPERTY LINE 8FT CHAINLINK FENCE 8FT CHAINLINK FENCE 8FT METAL SECURITY FENCE 12FT CHAINLINK FENCE SWING GATE TRASH ENCLOSURE A015 1 FUTURE EXPANSION FUTURE EXPANSION COLD STORAGE SALT SHED SEE SHEET A016 GRANULAR STORAGE BINS 8FT CHAINLINK FENCE 8FT CHAINLINK FENCE 8FT METAL SECURITY FENCE 8FT METAL SECURITY FENCE ARCHITECTURAL PRECAST SCREEN WALL "SAFE EXCHANGE" STALLS BLUE-LIGHT EMERGENCY PHONE LANDSCAPE RETAINING WALL, SEE LANDSCAPE DWGS GATE OPERATOR ON 6" HIGH CONC PAD, COORD. SIZE WITH OPERATOR SUPPLIER GATE OPERATOR ON 6" HIGH CONC PAD, COORD. SIZE WITH OPERATOR SUPPLIER STORMWATER POND - SEE CIVIL STORMWATER POND - SEE CIVIL STORMWATER POND - SEE CIVIL STORMWATER POND - SEE CIVIL STORMWATER POND - SEE CIVIL 8FT CHAINLINK FENCE ARCHITECTURAL PRECAST SCREEN WALL ARCHITECTURAL PRECAST SCREEN WALL LANDSCAPE RETAINING WALL, SEE LANDSCAPE DWGS PAVED AREA -SEE CIVIL DWGS PAVED AREA - SEE CIVIL DWGS 8" DIA. x 3' -6" HIGH SST BOLLARD A016 6 24' - 0" DUAL HEIGHT GATE ACCESS PEDESTAL A015 10 A015 9 A015 1 GAS METER, SEE PLUMB FDC A017 1 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:03:13 AM CTH MJH 2514.01 A010 ARCHITECTURAL SITE PLAN ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS SITE PLAN GENERAL NOTES 1. REFER TO SITE SURVEY FOR EXISTING TOPOGRAPHY, UTILITIES, AND OTHER PERTINENT INFORMATION. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 4. REFER TO 'C' SERIES (CIVIL) DRAWINGS FOR SITE DEMOLITION, EROSION CONTROL, SITE GRADING, UTILITIES, STORMWATER, AND SITE PAVING. 5. REFER TO 'L' SERIES (LANDSCAPE) DRAWINGS FOR LANDSCAPE PLANTINGS, SPECIALITY PAVING, FLAG POLES, AND SITE FURNISHINGS. 6. REFER TO 'E' SERIES (ELECTRICAL) DRAWINGS FOR SITE LIGHTING AND SITE POWER. 7. REFER TO 'T' SERIES (TECHNOLOGY) DRAWINGS FOR SITE SECURITY AND ACCESS CONTROL. 8. REFER TO 'M' SERIES (MECHANICAL) DRAWINGS FOR BUILDING STORM WATER, SEWER, AND OTHER CONNECTION LOCATIONS. 9. REFER TO GEOTECHNICAL REPORT PROVIDED IN PROJECT MANUAL FOR MORE INFORMATION. 10. CONCRETE APRONS/STOOPS AT EXTERIOR SIDE OF DOOR THRESHOLDS AND SILLS SHALL BE 1/2 INCH LOWER THAN INTERIOR FLOOR. AND SLOPE AWAY FROM BUILDING AT 1/4 INCH PER FOOT MINIMUM. 11. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE NOT LESS THAN 5% FOR A MINIMUM DISTANCE OF TEN FEET MEASURED FROM THE PERPENDICULAR FACE OF THE BUILDING WALL. REFER TO CIVIL FOR ADDITIONAL GRADING REQUIREMENTS. 12. FINISHED FLOOR ELEVATION 100' -0" = XXXX' -XX". A010 1" = 40'-0" 1 ARCHITECTURAL SITE PLANTO BE REVIEWEDAB C D E F G ISSUE # DATE DESCRIPTION 12/06/2022 DD SET 2 A401 1 A401 3 A401 PD LOBBY 1074 GARAGE 1096 FITNESS 1009 DEF. TAC. 1018 BREAK 1014 CHIEF 1057 DPTY CHIEF 1056 LT. OFFICE 1059 SUPP. SUPVR. 1058 LT. OFFICE 1061 M LOCKER 1090 WELLNESS ROOM 1234 VESTIBULE 1013 PW LOBBY 1201 VESTIBULE 1000 ROLL CALL 1087 SGT. OFFICE 1031 EVID. GARAGE 1024 SGT. OFFICE 1030 BOOKING 1037 OFFICE 1085 OFFICE 1086 EVID. STOR. 1028 SALLYPORT 1036 EVID. PROC. 1027 EVID. INTAKE 1026 MAJOR CASE ROOM 1063 BEARCAT 1022 RIOT GEAR 1021 COMM. RESOURCES 1017 RELEASE LOBBY 1045 HOLDING (ACC.) 1039 HOLDING 1042 HOLDING 1043 INTRV. 1041 SALLYPORT 1035 RANGE 1097 ARMORY 1100 WEAPON CLEANING 1099 K9 1101 COPY/WORK 1095 REPORTS 1094 SGT. OFFICE 1034 SGT. OFFICE 1033 OFFICE 1064 OFFICE 1065 LT. OFFICE 1060 TRANSCRIPTION 1067 QUIET ROOM 1083 MOTHER'S ROOM 1081 SERVER ROOM 1078 SGT. OFFICE 1055 DETECTIVE 1054 DETECTIVE 1053 EQUIP. STORAGE 1088 TRAINING 1004 TRAINING 1005 INT. 1072 SOFT INT. 1071 INT. 1073 ADMIN 1070 CONF. 1066STORAGE 1084 JAN. 1040 DETECTIVE 1052 ANALYST 1062 DETECTIVE 1051 DETECTIVE 1049 DETECTIVE 1048 INTRV. 1047 INTOX. 1038 STORAGE 1069 RR 1077 DECON. RR/SHWR 1025 SECURE STORAGE 1029 VESTIBULE 1023 STORAGE 1050 WORK AREA 1070A ELECTRICAL 1006 SURGE RM. 1007 JAN 1076 CONF. 1075 STORAGE 1012 RR/SHOWER 1011 LOCKERS 1010 MECHANICAL 1079 SALLYPORT 1046 SHARED ENTRY 1001 CLOSET 1068 GENERAL STORAGE 1080 DUTY BAGS 1020 D.T. STORAGE 1019 EQUIP. STORAGE 1082 REPORTS 1093 M RESTROOM 1091 W RESTROOM 1092 CORRIDOR 1008 ALCOVE C-11 W LOCKER 1089 WOMEN 1003 MEN 1002 1 A501 1 A501 2 A501 2 A501 3 A501 3 A501 4 A501 4 A501 1 A502 1 A502 2 A502 2 A502 3 A502 5 A401 6 A401 A C D E 1 L R 3 5 6 8 10 13 G 4 3 A452 8 A453 2 A452 4 A401 AREA 'A'AREA 'B'AREA 'A'AREA 'B'AREA 'C'AREA 'B' AREA 'C' 32' - 0"140' - 9"25' - 4"61' - 5"61' - 9"21' - 6"44' - 2"23' - 4 1/2"26' - 3 1/2"31' - 5"29' - 8"13' - 3" 24 ' - 0 " 73 ' - 0 " 73 ' - 0 " 73 ' - 0 " 47 ' - 1 0 " 20 ' - 9 5 / 8 " 30 ' - 8 " 19 ' - 0 3 / 4 " 14 ' - 4 " 7' - 0 " 12 ' - 3 5 / 8 " 15 ' - 7 1 / 4 " 19 ' - 9 1 / 4 " 24 ' - 8 " 22 ' - 9 1 / 2 " 17 ' - 7 1 / 2 " 32 ' - 6 1 / 2 " FLEET MAINTENANCE 1251 SIGN SHOP 1268 WORK AREA 1032 CIRCULATION C-4 BULKY MATERIAL STORAGE 1260 WASH BAY 1250 CARPENTRY SHOP 1261 PARKS SHOP 1263 STREETS SHOP 1267 UTILITIES SECURE STORAGE 1271 UTILITIES REPAIR AND SERVICE 1270 FACILITIES SHOP 1265 STORAGE 1269 BRINE MAKING & STORAGE 1249 TEAM AREA C-12 PW GARAGE 1247 RESOURCE 1227 IT CLOSET 1228 CONFERENCE 1224 CONFERENCE 1223 NON-GEN. RESTROOM 1225 OPEN OFFICE 1231 WOMEN'S LOCKER ROOM 1218 MEN'S LOCKER ROOM 1213 NON-GEN. RESTROOM 1214 NON-GEN. SHWR & CHNG 1219 NON-GEN. SHWR & CHNG 1220 NON-GEN. RESTROOM 1215NON-GEN. SHWR & CHNG 1216 NON-GEN. RESTROOM 1221 NON-GEN. RESTROOM 1222 NON-GEN. SHWR & CHNG 1217 GENERAL STORAGE 1242 KITCHENETTE 1240 BREAK AND TRAINING ROOM 1238 JANITORIAL CLOSET 1237 WELLNESS ROOM 1236 WELLNESS ROOM 1233 VESTIBULE 1212 FLEX OFFICE 1210 PW DIRECTOR 1209 PW SUPERVISOR 1208 CITY ENGINEER 1207 GIS SUPERVISOR 1206 ASSIT. ENG. DEPUTY DIRECTOR 1205 VESTIBULE 1243 CIRCULATION C-15 CIRCULATION C-14 VESTIBULE 1232 NON-GEN. RESTROOM 1235 RECEPTION 1202 WORKSTATIONS 1203 CHANGING ROOM 1244 CHANGING ROOM 1245 MECHANIC'S OFFICE 1253 TECHNICAL WORKSHOP 1254 BULK FLUIDS, WASTE & SUPPLY 1255 PARTS / TOOLS INVENT. SHIPPING/ RECIEVING 1259 PARTS STORAGE 1258 SHOP RESTROOM 1256 CIRCULATION C-2 CIRCULATION C-5 CIRCULATION C-6 CIRCULATION C-7 CIRCULATION C-1 CIRCULATION C-8 CIRCULATION C-9 CIRCULATION C-10WASH AREA 1096A FABRICATION 1252 AREA 'E'AREA 'E'AREA 'C'AREA 'C' AREA 'E' AREA 'G' AR E A ' D ' AR E A ' E ' AREA 'D' AREA 'H' AR E A ' D ' AR E A ' E ' AREA 'F' AR E A ' F ' AR E A ' G ' AR E A ' H ' AR E A ' F ' Q P O N M 1197 STORAGE 1004A VESTIBULE 1098 I H 2 B F K J 4 A502 4 A502 SPECIALTY 1248 MOBILE LIFT/ EQUIP. STORAGE 1257 POWER TOOL STORAGE 1262 POWER TOOL STORAGE 1264 STORAGE 1266 STORAGE 1229 2 A454 12 CITY ENGINEER 1204 6 A451 NON-GEN. RESTROOM 1226 38 ' - 7 " CIRCULATION C-13 1 A556 SCADA 1211 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:03:46 AM Author Checker 2514.01 A101 LEVEL 1 - OVERALL FLOOR PLAN ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A101 3/64" = 1'-0" 1 LEVEL 1 -OVERALL FLOOR PLAN KEYNOTES - ARCHITECTURAL FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION.TO BE REVIEWEDAB C D E F G SCHEDULE - POLICE SPECIALTY EQUIPMENT NO. Description MANUF. MODEL Notes Qty. P1 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-05 CFCI 1 P2 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-16 CFCI 1 P3 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-06 CFCI 1 P4 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-11 CFCI 1 P5 FORENSIC CELLPHONE LOCKER Mission Darkness MDBL-7 OFCI 1 P6 HARD INTERVIEW TABLE KryptoMax 30Dx48Wx30H CFCI 2 P10 MULTI-FUNCTION PRINTER By Owner - N.I.C. 5 P11 MARKER BOARD (36"x48")CFCI 4 P12 SWAT LOCKER W/ DOOR Gear Grid 30"W-24"D-74-1/2"H CFCI 7 P13 MARKER BOARD (96"x48")5 P14 WALL DISPLAY (55-INCH) By Owner - N.I.C. 23 P15 WALL DISPLAY (70-INCH) By Owner - N.I.C. 9 P16 DRYING CABINET By Owner - N.I.C. 1 P17 Worktable-Rolled Edge Eagle Group XXXX 3 P18 FRENCH DOOR REFRIGERATOR By Owner - OFCI 6 P19 BODYCAM CHARGING RACK By Owner - N.I.C. 2 P20 GAS RANGE By Owner - OFCI 2 P21 MICROWAVE By Owner - N.I.C. 9 P22 WEAPONS LOCKER (8) LCKRS Spacesaver Corp EDHGS08 CFCI 2 P24 INTOXILYZER By Owner - N.I.C. 1 P25 LAUNDRY WASHING MACHINE By Owner - OFCI 1 P26 LAUNDRY DRYER - GAS By Owner - OFCI 1 P27 Personal Storage Locker - Single Door w/Bench Drawer Spacesaver Corp PSL722424BDRS 57 P28 Personal Storage Locker - Single Mesh Door w/Drawer Spacesaver Corp PSL722418DWRM 29 P30 Thermal-fused melamine lockers - 2 door Ideal Products, Inc. Image 1000 5 P31 REFRIGERATOR By Owner - N.I.C. 2 P40 WALL DISPLAY (80-INCH) By Owner - N.I.C. 8 P41 OFFSET VERTICAL BIKE RACK Park-A-Bike VR2 CFCI 3 P44 PAPER SHRED BOX By Owner - N.I.C. 3 P45 AIR COMPRESSOR - 6 GAL PORTER-CABLE C2002-ECOM N.I.C. 1 P46 WEAPONS LOCKER (8) LCKRS Spacesaver Corp EDHGF08 - 1 P99 50 FT HOSE REEL Refer to Plumbing Dwgs - CFCI 3 P101 DETENTION BENCH - WALL MOUNT Norix IBW-60 CFCI 2 P103 DETENTION STOOL - FLOOR MOUNT Norix CFCI 1 P104 HOTSY PRESSURE WASHER UNIT Hotsy 942N CFCI 1 P105 WET/DRY WALL-MOUNT VACUUM BISSELL WR261518 OFCI 1 P107 GUN CLEANING SOLVENT TANK By Owner - N.I.C. 1 P108 BOOKING COMPUTER CART By Owner - N.I.C. 1 P112 DENTION BENCH - WALL MOUNT Norix IBW-72 CFCI 3 P121 FUME HOOD LABCONCO Basic 47 CFCI 1 ISSUE # DATE DESCRIPTION 12/06/2022 DD SET GARAGE 1096 RANGE 1097 ARMORY 1100 WEAPON CLEANING 1099 K9 1101 2 A501 2 A501 3 A501 L R 3 5 64 6' - 6 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 5 1 / 1 2 8 " 11 ' - 1 1 7 7 / 1 2 8 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 6' - 6 " CL CL CL CL CL CL CL CL CL CL 10 9 7 A 11 0 0 1099 11 0 1 10 9 6 G 1096F 3' - 0 " 2' - 0 " 1096E 1021 1022C 1096C 1096B 4' - 0"10' - 9"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"10' - 0"2' - 0"3' - 4"8"9' - 9" 15 ' - 7 1 / 4 " 19 ' - 9 1 / 4 " 24 ' - 8 " 22 ' - 9 1 / 2 " 17 ' - 7 1 / 2 " 32 ' - 6 1 / 2 " 25' - 4"61' - 5"61' - 9" 5' - 0 " AREA 'A'AREA 'B' WASH AREA 1096A 20 ' - 6 " 90 ' - 0 " 20 ' - 6 " 20 ' - 6 " 90 ' - 0 " 20 ' - 6 " EQ 29' - 6"29' - 6"EQ 1' - 0 " 14 ' - 7 1 / 4 " 1' - 1 1 1 / 4 " 2' - 1 1 1 / 2 " 6' - 4 " 2' - 0 1 / 2 " 6' - 6 " 24 ' - 8 " 7" 3' - 6 " 16 ' - 5 " 2' - 3 1 / 2 " 8" 6' - 4 " 2' - 4 1 / 2 " 8' - 3 " 9' - 0 " 3' - 4 " 6' - 1 0 1 / 2 " 13 ' - 4 " 2' - 8 " 5' - 0 " A152 1 1' - 4" 1' - 4" P12 10 9 6 D 10 9 6 A A22 TYP. 4' - 0"12' - 0"9' - 4"2' - 8"12' - 0"2' - 11"3' - 4"3' - 0"16' - 0"9' - 6"24' - 0"9' - 6"16' - 0"3' - 0"3' - 4"17' - 11" TYP 1' - 6 " P25 P26 A01 P99 P104 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 9 ' - 8 " T Y P . 100' - 0" TYP 1' - 6 " P105 P41 P41 P41 VESTIBULE 1098 10 9 8 T4 Q P O N M 10 9 7 B 3' - 2"14' - 10" 11 ' - 6 " 19 ' - 6 " 1' - 2 " A22 M8 3' - 0 " A11 PC-12PC-14 PC-14 P8 PC-12 A152 7 2' - 0 " 100' - 0" 100' - 0" 99' - 5"99' - 5" 1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0" 3/ 8 " / 1 ' - 0 " 3/ 8 " / 1 ' - 0 " 100' - 0" 100' - 0"100' - 0" 100' - 0" 100' - 0" 99' - 5"99' - 5" P99 A24 A24A24A24 A24 A24 100' - 0" 100' - 0" SF-29 SF-29SF-28 SF-28 SF-8 PC-12 MSS-6 148' - 6" PC-12 13 3 ' - 0 " CL CL CL CL CL CL CL CL CL CL CL CL CL 15 ' - 7 1 / 4 " 19 ' - 9 1 / 4 " 24 ' - 8 " 22 ' - 9 1 / 2 " 17 ' - 7 1 / 2 " 32 ' - 6 1 / 2 " A13 A13 A13 A13 T4 AL I G N 5 A451 A02 A02 1 A890 1 A890 A15 75 ' - 0 " PC-12 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:04:01 AM Author Checker 2514.01 A101A FLOOR PLAN LEVEL 1 - AREA A ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A101A 1/8" = 1'-0" 1 LEVEL 1 -AREA A KEYNOTES - ARCHITECTURAL A01 MOP SINK, SEE PLUMBING DRAWINGS. A02 RECESSED TRENCH DRAIN, SLOPE FLOOR UNIFORMLY 1/4" PER FT TO DRAIN. SEE PLUMBING DRAWINGS. A11 4-INCH HIGH CONCRETE HOUSEKEEPING PAD. A13 6" CAST IN PLACE CONCRETE FILLED STEEL PIPE BOLLARDS, 4 FT A.F.F W/ HPDE COVER. A15 OVERHEAD DOOR OPERATOR PUSH-BUTTON CONTROL STATION, 48" AFF AT WALL. A22 LOW-PROFILE REINFORCED PRECAST CONCRETE PARKING CURB (84"x7-1/2"x4") TYPICAL AT EACH STALL - DO NOT ANCHOR TO SLAB. A24 6" CAST IN PLACE CONCRETE FILLED STEEL PIPE BOLLARDS, 4 FT A.F.F, PAINT HAZARD YELLOW. FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. A B C D E F G SCHEDULE - POLICE SPECIALTY EQUIPMENT NO. Description MANUF. MODEL Notes Qty. P1 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-05 CFCI 1 P2 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-16 CFCI 1 P3 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-06 CFCI 1 P4 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-11 CFCI 1 P5 FORENSIC CELLPHONE LOCKER Mission Darkness MDBL-7 OFCI 1 P6 HARD INTERVIEW TABLE KryptoMax 30Dx48Wx30H CFCI 2 P10 MULTI-FUNCTION PRINTER By Owner - N.I.C. 5 P11 MARKER BOARD (36"x48")CFCI 4 P12 SWAT LOCKER W/ DOOR Gear Grid 30"W-24"D-74-1/2"H CFCI 7 P13 MARKER BOARD (96"x48")5 P14 WALL DISPLAY (55-INCH) By Owner - N.I.C. 23 P15 WALL DISPLAY (70-INCH) By Owner - N.I.C. 9 P16 DRYING CABINET By Owner - N.I.C. 1 P17 Worktable-Rolled Edge Eagle Group XXXX 3 P18 FRENCH DOOR REFRIGERATOR By Owner - OFCI 6 P19 BODYCAM CHARGING RACK By Owner - N.I.C. 2 P20 GAS RANGE By Owner - OFCI 2 P21 MICROWAVE By Owner - N.I.C. 9 P22 WEAPONS LOCKER (8) LCKRS Spacesaver Corp EDHGS08 CFCI 2 P24 INTOXILYZER By Owner - N.I.C. 1 P25 LAUNDRY WASHING MACHINE By Owner - OFCI 1 P26 LAUNDRY DRYER - GAS By Owner - OFCI 1 P27 Personal Storage Locker - Single Door w/Bench Drawer Spacesaver Corp PSL722424BDRS 57 P28 Personal Storage Locker - Single Mesh Door w/Drawer Spacesaver Corp PSL722418DWRM 29 P30 Thermal-fused melamine lockers - 2 door Ideal Products, Inc. Image 1000 5 P31 REFRIGERATOR By Owner - N.I.C. 2 P40 WALL DISPLAY (80-INCH) By Owner - N.I.C. 8 P41 OFFSET VERTICAL BIKE RACK Park-A-Bike VR2 CFCI 3 P44 PAPER SHRED BOX By Owner - N.I.C. 3 P45 AIR COMPRESSOR - 6 GAL PORTER-CABLE C2002-ECOM N.I.C. 1 P46 WEAPONS LOCKER (8) LCKRS Spacesaver Corp EDHGF08 - 1 P99 50 FT HOSE REEL Refer to Plumbing Dwgs - CFCI 3 P101 DETENTION BENCH - WALL MOUNT Norix IBW-60 CFCI 2 P103 DETENTION STOOL - FLOOR MOUNT Norix CFCI 1 P104 HOTSY PRESSURE WASHER UNIT Hotsy 942N CFCI 1 P105 WET/DRY WALL-MOUNT VACUUM BISSELL WR261518 OFCI 1 P107 GUN CLEANING SOLVENT TANK By Owner - N.I.C. 1 P108 BOOKING COMPUTER CART By Owner - N.I.C. 1 P112 DENTION BENCH - WALL MOUNT Norix IBW-72 CFCI 3 P121 FUME HOOD LABCONCO Basic 47 CFCI 1 ISSUE # DATE DESCRIPTION 12/06/2022 DD SET A805 1 3 4 A80213 PD LOBBY 1074 FITNESS 1009 DEF. TAC. 1018 BREAK 1014 CHIEF 1057 DPTY CHIEF 1056 LT. OFFICE 1059 SUPP. SUPVR. 1058 LT. OFFICE 1061 W LOCKER 1089 M LOCKER 1090 VESTIBULE 1013 VESTIBULE 1000 ROLL CALL 1087 SGT. OFFICE 1031 EVID. GARAGE 1024 SGT. OFFICE 1030 BOOKING 1037 OFFICE 1085 OFFICE 1086 EVID. STOR. 1028 SALLYPORT 1036 EVID. PROC. 1027 EVID. INTAKE 1026 MAJOR CASE ROOM 1063 LOCKERS 1010 BEARCAT 1022 RIOT GEAR 1021 COMM. RESOURCES 1017 RELEASE LOBBY 1045 HOLDING (ACC.) 1039 HOLDING 1042 HOLDING 1043 INTRV. 1041 SALLYPORT 1035 COPY/WORK 1095 REPORTS 1094 SGT. OFFICE 1034 SGT. OFFICE 1033 OFFICE 1064 OFFICE 1065 LT. OFFICE 1060 TRANSCRIPTION 1067 QUIET ROOM 1083 MOTHER'S ROOM 1081 SERVER ROOM 1078 SGT. OFFICE 1055 DETECTIVE 1054 DETECTIVE 1053 EQUIP. STORAGE 1088 STORAGE 1012 TRAINING 1004 TRAINING 1005 INT. 1072 SOFT INT. 1071 INT. 1073 JAN 1076 ADMIN 1070 CONF. 1066 STORAGE 1084 JAN. 1040 DETECTIVE 1052 ANALYST 1062 DETECTIVE 1051 DETECTIVE 1049 DETECTIVE 1048 INTRV. 1047 INTOX. 1038 STORAGE 1069 RR 1077 DECON. RR/SHWR 1025 SECURE STORAGE 1029 VESTIBULE 1023 DUTY BAGS 1020 RR/SHOWER 1011 STORAGE 1050 ELECTRICAL 1006 WORK AREA 1032 CIRCULATION C-4 SURGE RM. 1007 SHARED ENTRY 1001 CLOSET 1068 WORK AREA 1070A CONF. 1075 SALLYPORT 1046 REPORTS 1093 M RESTROOM 1091 W RESTROOM 1092 MECHANICAL 1079 GENERAL STORAGE 1080 EQUIP. STORAGE 1082 ALCOVE C-11 TEAM AREA C-12 K9 1101 1 A501 3 A501 4 A501 3 A502 2 L R 6 8 10 13 11 0 1 3 A451 4 A451 1021 1022C 1019 1096C 1096B 4' - 1 1 / 2 " 5' - 0 " 1022A M8 P8 AREA 'A'AREA 'B'AREA 'A'AREA 'B'AREA 'C'AREA 'B' AREA 'C' MEN 1002 1022B 1024A 1025 A157 1 8' - 0 " 10 ' - 0 " 8' - 0 " 1' - 4 " 2' - 0 " EQ 8' - 0 " EQ EQ EQ EQ EQEQ 8' - 0 " EQ 1024C 1024D 10 ' - 0 " 1' - 1 1 1 / 4 " 11 ' - 4 " 31 ' - 2 " 2" 20 ' - 4 " 2' - 3 1 / 2 " 9' - 4 1 / 2 " 7' - 1 " 3' - 4 " 16 ' - 3 " M8 M8 M8 M8 1018 M8M8 M8 2' - 6 " 6' - 6 " 2' - 8 " 3"2' - 11"15' - 3"5' - 1 3/8"6' - 0"6' - 6"3' - 0"3' - 10"3' - 8"6' - 0"5' - 5 1/2"15' - 4" 1014 A155 1 A153 1 1024B 1026A 1027 1026B 1030 1031 1028 1 A453 2 A453 3 A453 4 A453 9' - 4" 10 0 9 AL I G N EQ EQ AL I G N 2' - 0 " 23 ' - 1 1 " 7 1 / 8 " 1' - 0 " 8' - 6 " 3' - 5 1 / 2 " 3' - 5 1 / 2 " 8' - 6 " 1' - 0 " 3' - 1 0 " 10 " 1032 1035A 1036B 1036A 1' - 0 " 24 ' - 6 1 / 8 " 1' - 9 7 / 8 " 6' - 2 1 / 2 " 4' - 8 " 1' - 0 " 8' - 6 " 3' - 5 1 / 2 " 3' - 5 1 / 2 " 8' - 6 " 1' - 0 " 1034 1033 10 3 5 B 1035C T4 1050 1042 1043104110391044 1047 1046 1045B 1' - 6 1 / 2 " 1' - 0 3 / 4 " 5' - 4 1 / 2 " 2' - 0 " 22 ' - 8 " 2' - 0 " 6' - 0 " 10 5 / 8 " 2' - 8 " 30 ' - 0 " 2' - 8 1 / 2 " 31 ' - 5 " 2' - 8 1 / 2 " 26 ' - 0 " 4' - 1 1 1 / 2 " 8' - 2" A151 1 AL I G N 10 ' - 1 3 / 1 6 " 9' - 8 " 2' - 4 " 13 ' - 5 " 1008B 1079 9' - 5 5/8"10' - 10"AL I G N CIRCULATION C-2 A153 3 1"14' - 11"5' - 11"11' - 5"2' - 9" CI R C U L A T I O N C- 1 1078 1077 1076 1007B 1007A 1"22' - 11"4' - 0"10' - 1 1/2" 5' - 11" 9' - 8 " 12 ' - 4 " 12 ' - 4 " 6' - 0 " 14 ' - 8 " 2' - 1 0 " 6' - 2 " 1087A 1082 1088 1092B 1091B 1091A 1092A 10 9 3 10 9 4 1086 1085 1084 1080 1083 1081 S6 S6 S6 1 3 / 1 6 " 10 ' - 3 1 / 4 " 10 ' - 2 " 10 ' - 2 " 10 ' - 2 " 10581067 12' - 5"12' - 5"5' - 11" 1/2"10' - 2" 18 ' - 3 1 / 4 " 1' - 6 " 10 ' - 8 " 12 ' - 2 " 1' - 1 0 " 8' - 4 " 10 ' - 2 " 4' - 3 1 / 2 " 5' - 1 1 " 1051 1052 10491048 1053 1054 1055 1056 1057 1066 1065 1064 1061 1062 1060 1059 A154 1 1069 1075A 10701071B 1071A 1073B 1072B 1072A 1073A 1075B 1' - 0" 10 ' - 6 3 / 4 " 3' - 9 1 / 4 " S6 S6 S6 S6 T4 10 0 1 C 1001B 9' - 2 5 / 8 " 4' - 5 " 16 ' - 0 " 4' - 0 " 6" A801 1 2 4 P12 A802 9 10 12 11 A801 11 CIRCULATION C-5 CIRCULATION C-6 CIRCULATION C-8 CIRCULATION C-7 A803 34 6 5 1012 1011 1010 SA4 SA4 A802 5 A801 6 9 8 7 A802 1 3 2 A13A13A13A13A13A13 A02A02 A02 A80110 10 ' - 1 1 / 4 " A801 5 2' - 0 " 3' - 0 " 2' - 0 " 6 7 8 14 A804 1 4 2 3 A18 D.T. STORAGE 1019 1' - 4" 3' - 4" 1' - 4"3' - 4" P12 15' - 3"17' - 4 3/8" A803 7 8 P46 P15 P15 1003 1002 A19 4 2' - 1"4' - 2"7' - 8" 4' - 4 " 2' - 1 " T4 P14P14 P14 T4 WOMEN 1003 PW LOBBY 1201 Q P O N M 1197 A804 6 7 8 9 SA4 SA4 1005B CORRIDOR 1008 1006 I H 1/4" / 1'-0"1/4" / 1'-0" S6 100' - 0" 99' - 10" 1' - 10"9' - 11" M8 SA4SA4 SA4SA4SA4 S4 10 0 1 A K J 100' - 0" 21' - 6"44' - 2"23' - 4 1/2"26' - 3 1/2"31' - 5"29' - 8"13' - 3" 3' - 6 " 5' - 1 0 " 2 3 / 4 " 10 0 8 A 3' - 4 " T4 S6 S6 S6 10 7 4 P14 P14 S6 S6S6 S6 12 ' - 0 " 6' - 6 " CL 5' - 0 " 12' - 4 1/2"33' - 0"3' - 1 1/2" S6 4' - 10"12' - 0"4' - 11"8' - 10"12' - 0"7' - 4"12' - 0"4' - 0" AL I G N ALIGNCIRCULATION C-10 100' - 0" 99' - 10"99' - 10" 100' - 0" 100' - 0" 8' - 0 " 7' - 7 3 / 8 " 100' - 0" M8 MSS-6 PC-12 SF-24 SF-24 SF-16 SF-61SF-63 SF-16 SF-15 SF-14 SF-13 SF-12 SF-11 SF-9 SF-30 SF-35 SF-8 SF-7 SF-34 SF-6 SF-6 SF-2 SF-39 SF-32 1005A 3 A454 4 A454 12 6 A454 A26 A26A26 PC-12 MSS-6 MSS-6 MSS-6 4' - 10"9 3/8" 6' - 2 1/2" 1' - 0 " 3' - 0 " 3' - 0" S6 S6 6' - 0"5' - 4" 19 ' - 0 3 / 4 " 14 ' - 4 " 7' - 0 " 12 ' - 3 5 / 8 " 15 ' - 7 1 / 4 " 19 ' - 9 1 / 4 " 24 ' - 8 " 22 ' - 9 1 / 2 " 17 ' - 7 1 / 2 " 32 ' - 6 1 / 2 " 10 6 8 S4 S6 MSS-6 AL I G N S6 ALIGN S6 S6 M8 6' - 0 " F I N . SF-31 10 1 3 B 10 1 3 A FI N . 1' - 0 " COUNTER 1' - 0" 2"1' - 7" 6' - 0" T4 T4 AL I G N S6 10 8 7 B 2 A455 1' - 8 1 / 4 " 1000B 1000A 1040 FC-5 CHASE 1044 1023A 1023B 1024E 1024F 1024G A24 A24 MSS-6 MSS-6 PC-12T4 SF-60 A640 10 A640 10 SIM. A640 12 A640 12 SIM. FIN. 1' - 8" FI N . 1' - 0 " FI N . 1' - 0 " FIN. 1' - 6" SX4SX4 S4 A15 A15 A15 S6 SF-67 SF-66 SF-66 SF-61 SF-61 SF-62 SF-61 122 122 122 122 122 1"26' - 2 1/2"10' - 8 7/8"6' - 0 3/16" SB4 A804 10 12' - 5"2' - 3"10' - 2" 6' - 0"2' - 3" 8' - 9 " 11 ' - 1 1 " AL I G N 1' - 7 " 6' - 0 " 6' - 9 " 9" 17 ' - 4 " 11 3 / 4 " SF-1 SF-5 S6 9' - 5 3 / 4 " 8 A821 3' - 7"20' - 0"3' - 7"47' - 4" 1' - 0 " 1' - 0 " 21 ' - 0 " 1' - 0 " 23 ' - 4 " 1' - 0 " 22 ' - 0 " 1' - 0 " 3' - 0" 3' - 0" 3' - 0" 3' - 0" A13A13 5 A553 5 A553 5 A553 SIM SIM SIM PC-12 7 A556 A803 1 CL 9 1 / 4 " ALIGN Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:04:25 AM Author Checker 2514.01 A101B FLOOR PLAN LEVEL 1 - AREA B ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A101B 1/8" = 1'-0" 1 LEVEL 1 -AREA B KEYNOTES - ARCHITECTURAL A02 RECESSED TRENCH DRAIN, SLOPE FLOOR UNIFORMLY 1/4" PER FT TO DRAIN. SEE PLUMBING DRAWINGS. A13 6" CAST IN PLACE CONCRETE FILLED STEEL PIPE BOLLARDS, 4 FT A.F.F W/ HPDE COVER. A15 OVERHEAD DOOR OPERATOR PUSH-BUTTON CONTROL STATION, 48" AFF AT WALL. A18 2-INCH RECESSED SLAB WITHIN THIS ROOM FOR 2 INCH THICK GYM FLOOR MATS. A19 2-INCH WOVEN GALVANIZED CHAIN LINK PARTITION, 11 GAUGE, EXTEND UP TO UNDERSIDE OF STRUCTURE. A24 6" CAST IN PLACE CONCRETE FILLED STEEL PIPE BOLLARDS, 4 FT A.F.F, PAINT HAZARD YELLOW. A26 8" DIA. x 42" HIGH CONCRETE FILLED STEEL BOLLARD WITH STAINLESS STEEL COVER & SLOPED TOP. FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. A B C D E F G SCHEDULE - POLICE SPECIALTY EQUIPMENT NO. Description MANUF. MODEL Notes Qty. P1 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-05 CFCI 1 P2 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-16 CFCI 1 P3 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-06 CFCI 1 P4 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-11 CFCI 1 P5 FORENSIC CELLPHONE LOCKER Mission Darkness MDBL-7 OFCI 1 P6 HARD INTERVIEW TABLE KryptoMax 30Dx48Wx30H CFCI 2 P10 MULTI-FUNCTION PRINTER By Owner - N.I.C. 5 P11 MARKER BOARD (36"x48")CFCI 4 P12 SWAT LOCKER W/ DOOR Gear Grid 30"W-24"D-74-1/2"H CFCI 7 P13 MARKER BOARD (96"x48")5 P14 WALL DISPLAY (55-INCH) By Owner - N.I.C. 23 P15 WALL DISPLAY (70-INCH) By Owner - N.I.C. 9 P16 DRYING CABINET By Owner - N.I.C. 1 P17 Worktable-Rolled Edge Eagle Group XXXX 3 P18 FRENCH DOOR REFRIGERATOR By Owner - OFCI 6 P19 BODYCAM CHARGING RACK By Owner - N.I.C. 2 P20 GAS RANGE By Owner - OFCI 2 P21 MICROWAVE By Owner - N.I.C. 9 P22 WEAPONS LOCKER (8) LCKRS Spacesaver Corp EDHGS08 CFCI 2 P24 INTOXILYZER By Owner - N.I.C. 1 P25 LAUNDRY WASHING MACHINE By Owner - OFCI 1 P26 LAUNDRY DRYER - GAS By Owner - OFCI 1 P27 Personal Storage Locker - Single Door w/Bench Drawer Spacesaver Corp PSL722424BDRS 57 P28 Personal Storage Locker - Single Mesh Door w/Drawer Spacesaver Corp PSL722418DWRM 29 P30 Thermal-fused melamine lockers - 2 door Ideal Products, Inc. Image 1000 5 P31 REFRIGERATOR By Owner - N.I.C. 2 P40 WALL DISPLAY (80-INCH) By Owner - N.I.C. 8 P41 OFFSET VERTICAL BIKE RACK Park-A-Bike VR2 CFCI 3 P44 PAPER SHRED BOX By Owner - N.I.C. 3 P45 AIR COMPRESSOR - 6 GAL PORTER-CABLE C2002-ECOM N.I.C. 1 P46 WEAPONS LOCKER (8) LCKRS Spacesaver Corp EDHGF08 - 1 P99 50 FT HOSE REEL Refer to Plumbing Dwgs - CFCI 3 P101 DETENTION BENCH - WALL MOUNT Norix IBW-60 CFCI 2 P103 DETENTION STOOL - FLOOR MOUNT Norix CFCI 1 P104 HOTSY PRESSURE WASHER UNIT Hotsy 942N CFCI 1 P105 WET/DRY WALL-MOUNT VACUUM BISSELL WR261518 OFCI 1 P107 GUN CLEANING SOLVENT TANK By Owner - N.I.C. 1 P108 BOOKING COMPUTER CART By Owner - N.I.C. 1 P112 DENTION BENCH - WALL MOUNT Norix IBW-72 CFCI 3 P121 FUME HOOD LABCONCO Basic 47 CFCI 1 ISSUE # DATE DESCRIPTION 12/06/2022 DD SET TRAINING 1004 SHARED ENTRY 1001 1 A501 3 A502 E 8 10 13 G AREA 'B' WORKSTATIONS 1203 ASSIT. ENG. DEPUTY DIRECTOR 1205 GIS SUPERVISOR 1206 CITY ENGINEER 1207 PW SUPERVISOR 1208 PW DIRECTOR 1209FLEX OFFICE 1210 VESTIBULE 1212 MEN'S LOCKER ROOM 1213 WOMEN'S LOCKER ROOM 1218 NON-GEN. RESTROOM 1215 NON-GEN. RESTROOM 1214 NON-GEN. SHWR & CHNG 1219 NON-GEN. SHWR & CHNG 1220 NON-GEN. RESTROOM 1221 NON-GEN. SHWR & CHNG 1216 NON-GEN. SHWR & CHNG 1217 NON-GEN. RESTROOM 1222 VESTIBULE 1243 CHANGING ROOM 1244 CHANGING ROOM 1245 GENERAL STORAGE 1242 KITCHENETTE 1240 BREAK AND TRAINING ROOM 1238 VESTIBULE 1232 OPEN OFFICE 1231 CIRCULATION C-14 CIRCULATION C-15 RESOURCE 1227 IT CLOSET 1228 CONFERENCE 1224 CONFERENCE 1223 NON-GEN. RESTROOM 1225 RECEPTION 1202 MEN 1002 5 A453 10 0 4 A 1001B A801 3 A162 2 A161 2 A161 3 A163 1 1003 1002 A153 2 WOMEN 1003 PW LOBBY 1201 1197 CORRIDOR 1008H STORAGE 1004A 13 06 13 13 S6 S4 S4 1240B 1242A 12 3 8 A 1232B 12 4 2 B 12 4 3 A 12 4 3 B 1227 1223 12 1 2 C 12 1 0 1209 1208 1207 1206 1205 1004B 10 0 1 A 1212B 12 1 2 A 12 3 6 1233 1234 1235 12 3 7 1213B 1222 1218B 12 4 4 12 4 5 12 1 7 1216 12 2 1 1220 12 1 5 12 1 4 12 1 9 1218A 1213A 12 2 5 12 2 4 11.2 S4 12 ' - 5 " 10 ' - 7 " 10 ' - 7 " 10 ' - 7 " 10 ' - 7 " 17 ' - 1 1 8 1 / 1 2 8 " 5' - 7 5 / 8 " 9' - 0 " 3' - 6 " 12 ' - 3 " 3' - 6 " 8' - 6 " 3' - 6 " 7' - 0 " 3' - 6 " 6' - 8 " 3' - 6 " 7' - 0 " 3' - 6 " 8' - 6 " 3' - 6 " 10 ' - 6 " 5' - 7 5 / 8 " S4 S4 10 10 10 10 10 10 S4 S4 S4 S4 S4 13 13 13 13 1313 A163 2 S4 S4 S4 S4 T2 11.1 7" 7" 7" 7" 7" 7"4" 08 08 08 08 10 08 08 11.1 STORAGE 1229 SCADA 1211 NON-GEN. RESTROOM 1226 WELLNESS ROOM 1233 WELLNESS ROOM 1234 NON-GEN. RESTROOM 1235 JANITORIAL CLOSET 1237 WELLNESS ROOM 1236 12 2 6 F 7' - 10"5' - 2 1/2"12' - 6" 13 CITY ENGINEER 1204 10 S4 12 1 1 7" 5 7/16" 25' - 6 1/2" 6' - 9" T2 1204 12 2 9 12 2 8 12 4 0 A MUDROOM 1246 11 ' - 0 " 6' - 1 1 " 4' - 10"17' - 9 1/2" 47 ' - 1 0 " 20 ' - 9 5 / 8 " 30 ' - 8 " 11 7 / 8 " SF-61SF-63 SF-16 SF-39 A810 5 1232A SF-30 A810 12 14 1315 A810 16 18 19 17 12 S4 8 A456 4 A455 01 02 02 100' - 0" 1201 1008C 15 16.2 74.1 74.2 74.1 74.2 74.1 74.2 77 78 78 78 78 78 78 78 78 78 79 79 79 SIM. SF-61 SF-2 SF-8 SF-4 SF-64 SF-17 SF-17 SF-17 SF-17 SF-65 SF-17 SF-17 5' - 3 1 / 8 " 15 ' - 4 " 4' - 0 " 18 ' - 0 " 5' - 0 " SF-38 1' - 2 7/16" 1' - 6 " 11 3 / 4 " 4' - 7 1 / 4 " 8' - 0 " 7' - 6 " 6' - 0 " 4' - 6 3 / 4 " SF-3 SF-31 6' - 3 5/8"4' - 4"10' - 8"5' - 6"6' - 0"5' - 6"5' - 10 3/8"9' - 4 5/8" SF-40 SF-8 7 5 / 8 " 3' - 4 3 / 8 " 6' - 0 " S6 SF-23 SF-20 SF-21 SF-22 SF-21 SF-20 SF-19 SF-18 3' - 4"6' - 7"2' - 6"5' - 0"2' - 6"5' - 0"2' - 6"5' - 0"2' - 6"2' - 0" 1 A557 PLAN KEYNOTES: 01 PRECAST INSULATED WALL PANEL -SEE ELEVATION FOR FINISH 02 SOLID PRECAST WALL PANEL -SEE ELEVATION FOR FINISH 03 CONCRETE SLAB ON GRADE, SEE STRUCTURAL FOR REINFORCEMENT AND DETAILS/NOTES -SEAL ALL CONTROL AND CONSTRUCTION JOINTS 04 CONCRETE SLAB ON GRADE WITH IN-FLOOR RADIANT HEAT, SEE STRUCTURAL FOR REINFORCEMENT AND DETAILS/NOTES -SEAL ALL CONTROL AND CONSTRUCTION JOINTS 05 PRE-FABRICATED TRENCH DRAIN ASSEMBLY, 12"+/-DRAIN WIDTH MAX, COORDINATE WITH STRUCTURAL AND MECHANICAL DETAILS -SEAL ALL CONSTRUCTION JOINTS -SEE A602 FOR DETAILS 06 EXTERIOR HOLLOW METAL DOOR AND FRAME, PAINT PER SCHEDULE, SEE SCHEDULE FOR INFORMATION, PROVIDE STRUCTURAL STOOP AT ALL EXTERIOR DOORS 07 PRE-FINISHED METAL CUSTOM COLOR AND GLAZED SECTIONAL OVERHEAD DOOR. PROVIDE STEEL PLATE AT JAMB AND OPENING. PAINT PER SCHEDULE. PROVIDE (2) BOLLARDS AT EXTERIOR OF EACH DOOR, PROVIDE DOOR APRON MIN. 4' FROM EXT. FACE OF BUILDING 08 PRE-FINISHED ALUMINUM WINDOW / ENTRY SYSTEM, SEE SCHEDULE FOR TYPE INFORMATION 09 FLOOR TILE, SEE FINISH SCHEDULE 10 CARPET FLOOR TILE, SEE FINISH SCHEDULE 11.1 SEALED CONCRETE FLOORS, SEE FINISH SCHEDULE 12 INTERIOR HOLLOW METAL DOOR AND FRAME, RETURN WALL FINISH TO DOOR FRAME, SEE SCHEDULE FOR INFORMATION 13 INTERIOR WOOD DOOR AND HOLLOW METAL FRAME, RETURN WALL FINISH TO DOOR FRAME, SEE SCHEDULE FOR INFORMATION 14 6" DIA. EXTERIOR STEEL BOLLARDS FILLED WITH CONCRETE, PAINT -SEE DETAIL 15 CONCRETE FILLED METAL PAN STAIR AND STEEL PIPE RAILINGS, PAINT ALL EXPOSED STEEL 16.1 INTERIOR MEZZANINE STEEL PIPE RAILING WITH IN-SWINGING GATES AS INDICATED, PROVIDE LATCHING HASP. GATE TO HAVE STOPS AT HINGES THAT PREVENT OUT-SWINGING ACTIONS. PROVIDE SAFETY CHAIN SLIPPED TO OUTSIDE OF EACH GATE 17 WELDING EXHAUST ARM WITH LIGHT AND INTEGRATED FILTRATION SYSTEM, SEE MECHANICAL FOR MODEL AND DETAIL 18 LUBE REEL AND LUBE REEL SUPPORT BEAM, PAINT PER FINISH SCHEDULE - SEE MECHANICAL/STRUCTURAL 19 VEHICLE EXHAUST REEL -SEE MECHANICAL 20 RECESSED DOCK LEVELER WITH BUMPERS -SEE SPEC 21 FIRE EXTINGUISHER IN CABINET, 4'-0" MAX MOUNTING HEIGHT -WALL MOUNT AT PRECAST WALL, RECESSED AT CMU WALL AND STUD FRAMED WALL 22 FLAMABLE WASTE TRAP -SEE MECHANICAL FOR MODEL AND DETAIL, SEE STRUCTURAL FOR FOUNDATION STEPS 23 VEHICLE WASH EQUIPMENT -ACTIVATION TO BE COORDINATED WITH OVERHEAD DOOR OPERATION. ACCESSORIES AND FEATURES TO BE PROVIDED BY SECTION 11 11 70 FOR AUTOMATED WASH, DIVISION 23 FOR MANUAL PRESSURE WASHING EQUIPMENT -ELECTRICAL COMPONENTS MUST BE 30" ABOVE THE FLOOR 24 ELECTRICAL EQUIPMENT -SEE ELECTRICAL 25 4" CONCRETE HOUSEKEEPING PAD -VERIFY LOCATION AND SIZE WITH MECHANICAL EQUIPMENT 26 4" CONCRETE SITE PAVING, TOOLED JOINTS, PROVIDE EXPANSION MATERIAL BETWEEN PAVING AND BUILDING -SEAL JOINTS 27 CONCRETE APRON, SEE PLANS FOR WIDTH -SEE STRUCTURAL 28 CONCRETE STOOP, SEE PLANS FOR WIDTH -SEE STRUCTURAL 29 OVERHEAD 5 TON BRIDGE CRANE, SEE STRUCTURAL FOR DETAILS/NOTES, STRUCTURAL CONNECTIONS BY CRANE PROVIDER, STRUCTURAL TO PROVIDE SUPER STRUCTURE TO SUPPORT 30 RANGE BY OWNER -SEE MECHANICAL AND ELECTRICAL FOR DETAILS/NOTES 31 METAL STAIR AND STEEL PIPE RAILING FOR ROOF ACCESS 32 STAINLESS STEEL ADA GRAB BARS 33 TOWEL HOOK 34 NOT USED 35 FLOOR DRAIN -SEE MECHANICAL FOR DETAILS/NOTES 36 WALL MOUNTED TOILET -SEE MECHANICAL FOR DETAILS/NOTES 37 WALL MOUNTED URINAL -SEE MECHANICAL FOR DETAILS/NOTES 38 UNDERMOUNT BATHROOM SINK -SEE MECHANICAL FOR SINK AND FAUCET DETAILS/NOTES 39 WALL MOUNTED PAPER TOWEL HOLDER -BY OWNER 40 WALL MOUNTED MIRROR 41 FULL HEIGHT 2' X 2' STEEL LOCKERS WITH SLOPED TOP 42 WOOD BENCH -BOLT TO FLOOR 43 ADA WOOD BENCH -BOLT TO FLOOR 44 WALL MOUNTED ADA FOLDABLE SHOWER SEAT -PROVIDE WALL BACKING FOR SUPPORT AS REQUIRED 45 STAINLESS STEEL ADA SHOWER GRAB BARS 46 RESTROOM SOLID SURFACE COUNTER WITH KNEE PROTECTION -SEE SHEET G002 FOR MORE INFO. 47 SHOWER HEAD FIXTURE 48 SHOWER CURTAIN WITH ROD 49 REFRIGERATOR BY OWNER -PROVIDE ELECTRICAL OUTLET -SEE MECHANICAL FOR DETAILS/NOTES 50 STAINLESS STEEL SINK 51 DUAL HEIGHT WALL MOUNTED ADA DRINKING FOUNTAINS 52 SINGLE HEIGHT WALL MOUNTED ADA DRINKING FOUNTAINS 53 WASTE OIL RECEPTICLE -SEE MECHANICAL FOR DETAILS/NOTES 54 EMERGENCY EYE WASH STATION -SEE MECHANICAL 55 JANITOR MOP SINK, ADD FRP PANELS WHERE ADJACENT WALLS ARE NOT BLOCK -SEE MECHANICAL FOR NOTES/DETAILS 56 ICE MACHINE -SEE MECHANICAL FOR NOTES/DETAILS 57 GANG SINK -SEE MECHANICAL FOR DETAILS/NOTES 58 MICROWAVE -BY OWNER 59 SOLID SURFACE COUNTERTOP WITH PRE-FIN. MTL SUPPORT BRACKETS 60 WALL MOUNTED SINK -SEE MECHANICAL FOR DETAILS/NOTES 61 15,000 LBTWO POST SURFACE MOUNT VEHICLE LIFT AND CONTROL PANEL - FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL -PROVIDED BY OWNER 62 12,000 LB TWO POST SURFACE MOUNT VEHICLE LIFT AND CONTROL PANEL - FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL -PROVIDED BY OWNER 63 POLYCARBONATE SCREEN WALL 64 PRECAST PLANK SHELF ABOVE 65 SOLID SURFACE COUNTERTOP AND BACKSPLASH OVER CASEWORK -SEE INTERIOR ELEVATION FOR LAYOUT AND ADDITIONAL INFORMATION 67 NOT USED 68 NOT USED 69 44,000 LB IN-GROUND LARGE VEHICLE LIFT AND CONTROL PEDESTAL, FIELD VERIFY LOCATION WITH OWNER/ARCHITECT -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL, COORDINATE ANY WATER DRAINAGE FEATURES WITH MECHANICAL/PLUMBING 70 35,000 LB IN-GROUND LARGE VEHICLE LIFT AND CONTROL PEDESTAL, FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL, COORDINATE ANY WATER DRAINAGE FEATURES WITH MECHANICAL/PLUMBING 71 CLOTHES WASHER BY OWNER -SEE MECHANICAL FOR DETAILS/NOTES 72 CLOTHES DRYER BY OWNER -SEE MECHANICAL FOR DETAILS/NOTES 66 FULL HEIGHT 18" X 18" WET LOCKERS WITH SLOPED TOP 73 POWER WASH UNIT -SEE MECHANICAL FOR DETAILS/NOTES -ELECTRICAL COMPONENTS MUST BE 30" ABOVE THE FLOOR GENERAL NOTES: PLAN NOTES ARE TYPICAL FOR ALL BUILDING PLANS. SOME NOTES MAY NOT BE LOCATED ON ONE PLAN VIEW, BUT ARE STILL APPLICABLE WITHIN THE PROJECT 74.1 EXPOSED STEEL STRUCTURE, FULLY SEAL UP AND AROUND COLUMNS AT CONDITIONS ADJACENT TO CONC. BLOCK, PAINT PER SCHEDULE -SEE STRUCTURAL 75 NOT USED 76.1 MECHANICAL EQUIPMENT -SEE MECHANICAL FOR DETAILS/NOTES 77 OPERABLE PARTITION 78 ELECTRIC BASEBOARD RADIATOR -SEE MECHANICAL FOR DETAILS/NOTES 79 HALF HEIGHT GYP BOARD ON METAL STUD WALL 80 PRE-FINISHED MTL. CLOSURE PIECE BY LOCKER SUPPLIER 81 SOLID SURFACE PASS THROUGH COUNTERTOP WITH ACRYLIC SERVICE WINDOW 82 CASEWORK WITH PLASTIC LAMINATE FINISH AND MELAMINE INTERIOR ABOVE -SEE INTERIOR ELEVATION FOR LAYOUT AND ADDITIONAL INFORMATION 11.2 POLISHED CONCRETE FLOORS, SEE FINISH SCHEDULE 76.2 EXPOSED MECHANICAL DUCTWORK/PIPING, PAINT -SEE MECHANICAL FOR DETAILS/NOTES 11.3 CONCRETE TOPPING OVER PRECAST PLANK WITH CONTROL JOINTS AS SHOWN -SEAL 74.2 C.I.P. CONC. COLUMN PROTECTOR, PAINT -SEE STRUCTURAL 16.2 FLOOR MOUNTED STEEL PIPE GUARDRAILS IN ACCORDANCE WITH MN ADA ACCESIBILITY CODE SECTION 307.4, PAINT -TYP. @ AREAS UNDER OPEN STAIRWAYS 83 SITE CAST CONCRETE TRENCH DRAIN WITH CAST IRON GRATE 84 NOT USED 85 GALVANIZED BAR GRATE ON 4" CURB-SEE DETAILS 59.2 STAINLESS STEEL COUNTERTOP WITH PRE-FIN. MTL SUPPORT BRACKETS 86 UTILITY SINK -SEE MECHANICAL 87 APPLIANCE MANUFACTURER PEDESTAL BASE TO MATCH WASHER/DRYER 88 NOT USED Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:04:41 AM Author Checker 2514.01 A101C FLOOR PLAN LEVEL 1 - AREA C ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A101C 1/8" = 1'-0" 1 LEVEL 1 -AREA C FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. A B C D E F G SCHEDULE - POLICE SPECIALTY EQUIPMENT NO. Description MANUF. MODEL Notes Qty. P1 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-05 CFCI 1 P2 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-16 CFCI 1 P3 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-06 CFCI 1 P4 EVIDENCE PASS-THRU LOCKER Spacesaver Corp ED3-P-11 CFCI 1 P5 FORENSIC CELLPHONE LOCKER Mission Darkness MDBL-7 OFCI 1 P6 HARD INTERVIEW TABLE KryptoMax 30Dx48Wx30H CFCI 2 P10 MULTI-FUNCTION PRINTER By Owner - N.I.C. 5 P11 MARKER BOARD (36"x48")CFCI 4 P12 SWAT LOCKER W/ DOOR Gear Grid 30"W-24"D-74-1/2"H CFCI 7 P13 MARKER BOARD (96"x48")5 P14 WALL DISPLAY (55-INCH) By Owner - N.I.C. 23 P15 WALL DISPLAY (70-INCH) By Owner - N.I.C. 9 P16 DRYING CABINET By Owner - N.I.C. 1 P17 Worktable-Rolled Edge Eagle Group XXXX 3 P18 FRENCH DOOR REFRIGERATOR By Owner - OFCI 6 P19 BODYCAM CHARGING RACK By Owner - N.I.C. 2 P20 GAS RANGE By Owner - OFCI 2 P21 MICROWAVE By Owner - N.I.C. 9 P22 WEAPONS LOCKER (8) LCKRS Spacesaver Corp EDHGS08 CFCI 2 P24 INTOXILYZER By Owner - N.I.C. 1 P25 LAUNDRY WASHING MACHINE By Owner - OFCI 1 P26 LAUNDRY DRYER - GAS By Owner - OFCI 1 P27 Personal Storage Locker - Single Door w/Bench Drawer Spacesaver Corp PSL722424BDRS 57 P28 Personal Storage Locker - Single Mesh Door w/Drawer Spacesaver Corp PSL722418DWRM 29 P30 Thermal-fused melamine lockers - 2 door Ideal Products, Inc. Image 1000 5 P31 REFRIGERATOR By Owner - N.I.C. 2 P40 WALL DISPLAY (80-INCH) By Owner - N.I.C. 8 P41 OFFSET VERTICAL BIKE RACK Park-A-Bike VR2 CFCI 3 P44 PAPER SHRED BOX By Owner - N.I.C. 3 P45 AIR COMPRESSOR - 6 GAL PORTER-CABLE C2002-ECOM N.I.C. 1 P46 WEAPONS LOCKER (8) LCKRS Spacesaver Corp EDHGF08 - 1 P99 50 FT HOSE REEL Refer to Plumbing Dwgs - CFCI 3 P101 DETENTION BENCH - WALL MOUNT Norix IBW-60 CFCI 2 P103 DETENTION STOOL - FLOOR MOUNT Norix CFCI 1 P104 HOTSY PRESSURE WASHER UNIT Hotsy 942N CFCI 1 P105 WET/DRY WALL-MOUNT VACUUM BISSELL WR261518 OFCI 1 P107 GUN CLEANING SOLVENT TANK By Owner - N.I.C. 1 P108 BOOKING COMPUTER CART By Owner - N.I.C. 1 P112 DENTION BENCH - WALL MOUNT Norix IBW-72 CFCI 3 P121 FUME HOOD LABCONCO Basic 47 CFCI 1 KEYNOTES - ARCHITECTURAL ISSUE # DATE DESCRIPTION 12/06/2022 DD SET 1 A502 C D E 1 3 54 BRINE MAKING & STORAGE 1249 2 34' - 4"17' - 0" 10' - 4"6' - 4"17' - 8" 1' - 4" 8' - 0"7' - 8" 25 ' - 0 " 20 ' - 4 " 3' - 4 " 1' - 4 " 1248A 12 4 9 C 1248B 51' - 4"43' - 10"30' - 0"30' - 0"16' - 7"13' - 5"11' - 11"18' - 1"30' - 0"13' - 4" SPECIALTY 1248 4 A502 PW GARAGE 1247 12 4 7 D 1247E 12 4 7 F 73 ' - 0 " 73 ' - 0 " 32' - 0"140' - 9"25' - 4"61' - 5" 73 ' - 0 " 57 ' - 0 " 16 ' - 0 " 1249B 12 4 9 A P12 P12 P12 100' - 0" 1' - 0"20' - 0"2' - 0"235' - 6" 2' - 0 " 1' - 2 " 2' - 0 " 30 ' - 5 " 30 ' - 5 " 2' - 0 " 1' - 2 " 2' - 0 " 36 ' - 5 " 29 ' - 0 " 20 ' - 0 " 3' - 4 " 3' - 4 " 17 ' - 4 " 24 ' - 0 " 20 ' - 0 " 5' - 4 " 3' - 4 " 3' - 4 " 12 ' - 0 " 5' - 0 " 100' - 0" 99' - 8" 99' - 7" 100' - 0" 99' - 7" 99' - 8" 100' - 0" 01 01 0101 01 01 05 05 05 05 01 1260 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 15 12 12 06 14 14 14 2' - 0" 14 14 14 06 07 26 26 26 26 26 26 73 07 07 27 27 28 28 PLAN KEYNOTES: 01 PRECAST INSULATED WALL PANEL -SEE ELEVATION FOR FINISH 02 SOLID PRECAST WALL PANEL -SEE ELEVATION FOR FINISH 03 CONCRETE SLAB ON GRADE, SEE STRUCTURAL FOR REINFORCEMENT AND DETAILS/NOTES -SEAL ALL CONTROL AND CONSTRUCTION JOINTS 04 CONCRETE SLAB ON GRADE WITH IN-FLOOR RADIANT HEAT, SEE STRUCTURAL FOR REINFORCEMENT AND DETAILS/NOTES -SEAL ALL CONTROL AND CONSTRUCTION JOINTS 05 PRE-FABRICATED TRENCH DRAIN ASSEMBLY, 12"+/-DRAIN WIDTH MAX, COORDINATE WITH STRUCTURAL AND MECHANICAL DETAILS -SEAL ALL CONSTRUCTION JOINTS -SEE A602 FOR DETAILS 06 EXTERIOR HOLLOW METAL DOOR AND FRAME, PAINT PER SCHEDULE, SEE SCHEDULE FOR INFORMATION, PROVIDE STRUCTURAL STOOP AT ALL EXTERIOR DOORS 07 PRE-FINISHED METAL CUSTOM COLOR AND GLAZED SECTIONAL OVERHEAD DOOR. PROVIDE STEEL PLATE AT JAMB AND OPENING. PAINT PER SCHEDULE. PROVIDE (2) BOLLARDS AT EXTERIOR OF EACH DOOR, PROVIDE DOOR APRON MIN. 4' FROM EXT. FACE OF BUILDING 08 PRE-FINISHED ALUMINUM WINDOW / ENTRY SYSTEM, SEE SCHEDULE FOR TYPE INFORMATION 09 FLOOR TILE, SEE FINISH SCHEDULE 10 CARPET FLOOR TILE, SEE FINISH SCHEDULE 11.1 SEALED CONCRETE FLOORS, SEE FINISH SCHEDULE 12 INTERIOR HOLLOW METAL DOOR AND FRAME, RETURN WALL FINISH TO DOOR FRAME, SEE SCHEDULE FOR INFORMATION 13 INTERIOR WOOD DOOR AND HOLLOW METAL FRAME, RETURN WALL FINISH TO DOOR FRAME, SEE SCHEDULE FOR INFORMATION 14 6" DIA. EXTERIOR STEEL BOLLARDS FILLED WITH CONCRETE, PAINT -SEE DETAIL 15 CONCRETE FILLED METAL PAN STAIR AND STEEL PIPE RAILINGS, PAINT ALL EXPOSED STEEL 16.1 INTERIOR MEZZANINE STEEL PIPE RAILING WITH IN-SWINGING GATES AS INDICATED, PROVIDE LATCHING HASP. GATE TO HAVE STOPS AT HINGES THAT PREVENT OUT-SWINGING ACTIONS. PROVIDE SAFETY CHAIN SLIPPED TO OUTSIDE OF EACH GATE 17 WELDING EXHAUST ARM WITH LIGHT AND INTEGRATED FILTRATION SYSTEM, SEE MECHANICAL FOR MODEL AND DETAIL 18 LUBE REEL AND LUBE REEL SUPPORT BEAM, PAINT PER FINISH SCHEDULE - SEE MECHANICAL/STRUCTURAL 19 VEHICLE EXHAUST REEL -SEE MECHANICAL 20 RECESSED DOCK LEVELER WITH BUMPERS -SEE SPEC 21 FIRE EXTINGUISHER IN CABINET, 4'-0" MAX MOUNTING HEIGHT -WALL MOUNT AT PRECAST WALL, RECESSED AT CMU WALL AND STUD FRAMED WALL 22 FLAMABLE WASTE TRAP -SEE MECHANICAL FOR MODEL AND DETAIL, SEE STRUCTURAL FOR FOUNDATION STEPS 23 VEHICLE WASH EQUIPMENT -ACTIVATION TO BE COORDINATED WITH OVERHEAD DOOR OPERATION. ACCESSORIES AND FEATURES TO BE PROVIDED BY SECTION 11 11 70 FOR AUTOMATED WASH, DIVISION 23 FOR MANUAL PRESSURE WASHING EQUIPMENT -ELECTRICAL COMPONENTS MUST BE 30" ABOVE THE FLOOR 24 ELECTRICAL EQUIPMENT -SEE ELECTRICAL 25 4" CONCRETE HOUSEKEEPING PAD -VERIFY LOCATION AND SIZE WITH MECHANICAL EQUIPMENT 26 4" CONCRETE SITE PAVING, TOOLED JOINTS, PROVIDE EXPANSION MATERIAL BETWEEN PAVING AND BUILDING -SEAL JOINTS 27 CONCRETE APRON, SEE PLANS FOR WIDTH -SEE STRUCTURAL 28 CONCRETE STOOP, SEE PLANS FOR WIDTH -SEE STRUCTURAL 29 OVERHEAD 5 TON BRIDGE CRANE, SEE STRUCTURAL FOR DETAILS/NOTES, STRUCTURAL CONNECTIONS BY CRANE PROVIDER, STRUCTURAL TO PROVIDE SUPER STRUCTURE TO SUPPORT 30 RANGE BY OWNER -SEE MECHANICAL AND ELECTRICAL FOR DETAILS/NOTES 31 METAL STAIR AND STEEL PIPE RAILING FOR ROOF ACCESS 32 STAINLESS STEEL ADA GRAB BARS 33 TOWEL HOOK 34 NOT USED 35 FLOOR DRAIN -SEE MECHANICAL FOR DETAILS/NOTES 36 WALL MOUNTED TOILET -SEE MECHANICAL FOR DETAILS/NOTES 37 WALL MOUNTED URINAL -SEE MECHANICAL FOR DETAILS/NOTES 38 UNDERMOUNT BATHROOM SINK -SEE MECHANICAL FOR SINK AND FAUCET DETAILS/NOTES 39 WALL MOUNTED PAPER TOWEL HOLDER -BY OWNER 40 WALL MOUNTED MIRROR 41 FULL HEIGHT 2' X 2' STEEL LOCKERS WITH SLOPED TOP 42 WOOD BENCH -BOLT TO FLOOR 43 ADA WOOD BENCH -BOLT TO FLOOR 44 WALL MOUNTED ADA FOLDABLE SHOWER SEAT -PROVIDE WALL BACKING FOR SUPPORT AS REQUIRED 45 STAINLESS STEEL ADA SHOWER GRAB BARS 46 RESTROOM SOLID SURFACE COUNTER WITH KNEE PROTECTION -SEE SHEET G002 FOR MORE INFO. 47 SHOWER HEAD FIXTURE 48 SHOWER CURTAIN WITH ROD 49 REFRIGERATOR BY OWNER -PROVIDE ELECTRICAL OUTLET -SEE MECHANICAL FOR DETAILS/NOTES 50 STAINLESS STEEL SINK 51 DUAL HEIGHT WALL MOUNTED ADA DRINKING FOUNTAINS 52 SINGLE HEIGHT WALL MOUNTED ADA DRINKING FOUNTAINS 53 WASTE OIL RECEPTICLE -SEE MECHANICAL FOR DETAILS/NOTES 54 EMERGENCY EYE WASH STATION -SEE MECHANICAL 55 JANITOR MOP SINK, ADD FRP PANELS WHERE ADJACENT WALLS ARE NOT BLOCK -SEE MECHANICAL FOR NOTES/DETAILS 56 ICE MACHINE -SEE MECHANICAL FOR NOTES/DETAILS 57 GANG SINK -SEE MECHANICAL FOR DETAILS/NOTES 58 MICROWAVE -BY OWNER 59 SOLID SURFACE COUNTERTOP WITH PRE-FIN. MTL SUPPORT BRACKETS 60 WALL MOUNTED SINK -SEE MECHANICAL FOR DETAILS/NOTES 61 15,000 LBTWO POST SURFACE MOUNT VEHICLE LIFT AND CONTROL PANEL - FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL -PROVIDED BY OWNER 62 12,000 LB TWO POST SURFACE MOUNT VEHICLE LIFT AND CONTROL PANEL - FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL -PROVIDED BY OWNER 63 POLYCARBONATE SCREEN WALL 64 PRECAST PLANK SHELF ABOVE 65 SOLID SURFACE COUNTERTOP AND BACKSPLASH OVER CASEWORK -SEE INTERIOR ELEVATION FOR LAYOUT AND ADDITIONAL INFORMATION 67 NOT USED 68 NOT USED 69 44,000 LB IN-GROUND LARGE VEHICLE LIFT AND CONTROL PEDESTAL, FIELD VERIFY LOCATION WITH OWNER/ARCHITECT -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL, COORDINATE ANY WATER DRAINAGE FEATURES WITH MECHANICAL/PLUMBING 70 35,000 LB IN-GROUND LARGE VEHICLE LIFT AND CONTROL PEDESTAL, FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL, COORDINATE ANY WATER DRAINAGE FEATURES WITH MECHANICAL/PLUMBING 71 CLOTHES WASHER BY OWNER -SEE MECHANICAL FOR DETAILS/NOTES 72 CLOTHES DRYER BY OWNER -SEE MECHANICAL FOR DETAILS/NOTES 66 FULL HEIGHT 18" X 18" WET LOCKERS WITH SLOPED TOP 73 POWER WASH UNIT -SEE MECHANICAL FOR DETAILS/NOTES -ELECTRICAL COMPONENTS MUST BE 30" ABOVE THE FLOOR GENERAL NOTES: PLAN NOTES ARE TYPICAL FOR ALL BUILDING PLANS. SOME NOTES MAY NOT BE LOCATED ON ONE PLAN VIEW, BUT ARE STILL APPLICABLE WITHIN THE PROJECT 74.1 EXPOSED STEEL STRUCTURE, FULLY SEAL UP AND AROUND COLUMNS AT CONDITIONS ADJACENT TO CONC. BLOCK, PAINT PER SCHEDULE -SEE STRUCTURAL 75 NOT USED 76.1 MECHANICAL EQUIPMENT -SEE MECHANICAL FOR DETAILS/NOTES 77 OPERABLE PARTITION 78 ELECTRIC BASEBOARD RADIATOR -SEE MECHANICAL FOR DETAILS/NOTES 79 HALF HEIGHT GYP BOARD ON METAL STUD WALL 80 PRE-FINISHED MTL. CLOSURE PIECE BY LOCKER SUPPLIER 81 SOLID SURFACE PASS THROUGH COUNTERTOP WITH ACRYLIC SERVICE WINDOW 82 CASEWORK WITH PLASTIC LAMINATE FINISH AND MELAMINE INTERIOR ABOVE -SEE INTERIOR ELEVATION FOR LAYOUT AND ADDITIONAL INFORMATION 11.2 POLISHED CONCRETE FLOORS, SEE FINISH SCHEDULE 76.2 EXPOSED MECHANICAL DUCTWORK/PIPING, PAINT -SEE MECHANICAL FOR DETAILS/NOTES 11.3 CONCRETE TOPPING OVER PRECAST PLANK WITH CONTROL JOINTS AS SHOWN -SEAL 74.2 C.I.P. CONC. COLUMN PROTECTOR, PAINT -SEE STRUCTURAL 16.2 FLOOR MOUNTED STEEL PIPE GUARDRAILS IN ACCORDANCE WITH MN ADA ACCESIBILITY CODE SECTION 307.4, PAINT -TYP. @ AREAS UNDER OPEN STAIRWAYS 83 SITE CAST CONCRETE TRENCH DRAIN WITH CAST IRON GRATE 84 NOT USED 85 GALVANIZED BAR GRATE ON 4" CURB-SEE DETAILS 59.2 STAINLESS STEEL COUNTERTOP WITH PRE-FIN. MTL SUPPORT BRACKETS 86 UTILITY SINK -SEE MECHANICAL 87 APPLIANCE MANUFACTURER PEDESTAL BASE TO MATCH WASHER/DRYER 88 NOT USED Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:04:49 AM Author Checker 2514.01 A101D FLOOR PLAN LEVEL 1 - AREA D ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A101D 1/8" = 1'-0" 1 LEVEL 1 -AREA D A B C D E F G ISSUE # DATE DESCRIPTION 12/06/2022 DD SET 1 A501 2 A501 1 A502 C D E 5 6 8 10 VESTIBULE 1212 CHANGING ROOM 1244 CHANGING ROOM 1245 A163 1 1197 12 4 3 B 12 1 2 C 1212B 12 1 2 A 12 4 4 12 4 5 13 1265A 9' - 0"12' - 0"6' - 11"3' - 4"13' - 9"12' - 0"5' - 4"3' - 4"4' - 11"11' - 5"12' - 0"2' - 8"3' - 4"1' - 0" 12 6 5 B 1270A 12 7 0 B 1261B 12 6 1 A PCU-12 PCU-12 PC-12 PCU-12 7 1251C 12 5 1 D 1251B PCU-12 MUDROOM 1246 PW GARAGE 1247 12 5 1 A 12 4 7 A 12 4 7 B 1247C 73 ' - 0 " 57 ' - 0 " 16 ' - 0 " 61' - 9"21' - 6" 23' - 4 1/2"26' - 3 1/2"31' - 5" SF-36 SF-36 01 01 02 02 01 01 0101 03 03 05 0505 05 99' - 8" 99' - 7" 100' - 0" 100' - 0" 100' - 0" 99' - 8" 99' - 7" 100' - 0" 100' - 0"100' - 0" 99' - 8" 99' - 7" 100' - 0" 99' - 7" 99' - 8" 100' - 0" 184' - 6"2' - 0"20' - 0"1' - 0" 2' - 0 " 1' - 2 " 2' - 0 " 30 ' - 5 " 30 ' - 5 " 2' - 0 " 1' - 2 " 2' - 0 " 36 ' - 5 " 184' - 6"2' - 0"20' - 0"1' - 0" 3' - 4 " 8' - 8 " 20 ' - 0 " 4' - 0 " 18 ' - 0 " 2' - 0 " 2' - 0 " 18 ' - 0 " 4' - 0 " 20 ' - 0 " 22' - 8"36' - 0"36' - 0"72' - 0"0"41' - 10" 21 ' - 0 " 0107 07 17 15 16.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 74.1 74.2 12 12 06 14 14 14 14 01 1212 12 07 07 07 11.103 27 26 27 1' - 2 7/16" 1' - 6 " 1 A556 PLAN KEYNOTES: 01 PRECAST INSULATED WALL PANEL -SEE ELEVATION FOR FINISH 02 SOLID PRECAST WALL PANEL -SEE ELEVATION FOR FINISH 03 CONCRETE SLAB ON GRADE, SEE STRUCTURAL FOR REINFORCEMENT AND DETAILS/NOTES -SEAL ALL CONTROL AND CONSTRUCTION JOINTS 04 CONCRETE SLAB ON GRADE WITH IN-FLOOR RADIANT HEAT, SEE STRUCTURAL FOR REINFORCEMENT AND DETAILS/NOTES -SEAL ALL CONTROL AND CONSTRUCTION JOINTS 05 PRE-FABRICATED TRENCH DRAIN ASSEMBLY, 12"+/-DRAIN WIDTH MAX, COORDINATE WITH STRUCTURAL AND MECHANICAL DETAILS -SEAL ALL CONSTRUCTION JOINTS -SEE A602 FOR DETAILS 06 EXTERIOR HOLLOW METAL DOOR AND FRAME, PAINT PER SCHEDULE, SEE SCHEDULE FOR INFORMATION, PROVIDE STRUCTURAL STOOP AT ALL EXTERIOR DOORS 07 PRE-FINISHED METAL CUSTOM COLOR AND GLAZED SECTIONAL OVERHEAD DOOR. PROVIDE STEEL PLATE AT JAMB AND OPENING. PAINT PER SCHEDULE. PROVIDE (2) BOLLARDS AT EXTERIOR OF EACH DOOR, PROVIDE DOOR APRON MIN. 4' FROM EXT. FACE OF BUILDING 08 PRE-FINISHED ALUMINUM WINDOW / ENTRY SYSTEM, SEE SCHEDULE FOR TYPE INFORMATION 09 FLOOR TILE, SEE FINISH SCHEDULE 10 CARPET FLOOR TILE, SEE FINISH SCHEDULE 11.1 SEALED CONCRETE FLOORS, SEE FINISH SCHEDULE 12 INTERIOR HOLLOW METAL DOOR AND FRAME, RETURN WALL FINISH TO DOOR FRAME, SEE SCHEDULE FOR INFORMATION 13 INTERIOR WOOD DOOR AND HOLLOW METAL FRAME, RETURN WALL FINISH TO DOOR FRAME, SEE SCHEDULE FOR INFORMATION 14 6" DIA. EXTERIOR STEEL BOLLARDS FILLED WITH CONCRETE, PAINT -SEE DETAIL 15 CONCRETE FILLED METAL PAN STAIR AND STEEL PIPE RAILINGS, PAINT ALL EXPOSED STEEL 16.1 INTERIOR MEZZANINE STEEL PIPE RAILING WITH IN-SWINGING GATES AS INDICATED, PROVIDE LATCHING HASP. GATE TO HAVE STOPS AT HINGES THAT PREVENT OUT-SWINGING ACTIONS. PROVIDE SAFETY CHAIN SLIPPED TO OUTSIDE OF EACH GATE 17 WELDING EXHAUST ARM WITH LIGHT AND INTEGRATED FILTRATION SYSTEM, SEE MECHANICAL FOR MODEL AND DETAIL 18 LUBE REEL AND LUBE REEL SUPPORT BEAM, PAINT PER FINISH SCHEDULE - SEE MECHANICAL/STRUCTURAL 19 VEHICLE EXHAUST REEL -SEE MECHANICAL 20 RECESSED DOCK LEVELER WITH BUMPERS -SEE SPEC 21 FIRE EXTINGUISHER IN CABINET, 4'-0" MAX MOUNTING HEIGHT -WALL MOUNT AT PRECAST WALL, RECESSED AT CMU WALL AND STUD FRAMED WALL 22 FLAMABLE WASTE TRAP -SEE MECHANICAL FOR MODEL AND DETAIL, SEE STRUCTURAL FOR FOUNDATION STEPS 23 VEHICLE WASH EQUIPMENT -ACTIVATION TO BE COORDINATED WITH OVERHEAD DOOR OPERATION. ACCESSORIES AND FEATURES TO BE PROVIDED BY SECTION 11 11 70 FOR AUTOMATED WASH, DIVISION 23 FOR MANUAL PRESSURE WASHING EQUIPMENT -ELECTRICAL COMPONENTS MUST BE 30" ABOVE THE FLOOR 24 ELECTRICAL EQUIPMENT -SEE ELECTRICAL 25 4" CONCRETE HOUSEKEEPING PAD -VERIFY LOCATION AND SIZE WITH MECHANICAL EQUIPMENT 26 4" CONCRETE SITE PAVING, TOOLED JOINTS, PROVIDE EXPANSION MATERIAL BETWEEN PAVING AND BUILDING -SEAL JOINTS 27 CONCRETE APRON, SEE PLANS FOR WIDTH -SEE STRUCTURAL 28 CONCRETE STOOP, SEE PLANS FOR WIDTH -SEE STRUCTURAL 29 OVERHEAD 5 TON BRIDGE CRANE, SEE STRUCTURAL FOR DETAILS/NOTES, STRUCTURAL CONNECTIONS BY CRANE PROVIDER, STRUCTURAL TO PROVIDE SUPER STRUCTURE TO SUPPORT 30 RANGE BY OWNER -SEE MECHANICAL AND ELECTRICAL FOR DETAILS/NOTES 31 METAL STAIR AND STEEL PIPE RAILING FOR ROOF ACCESS 32 STAINLESS STEEL ADA GRAB BARS 33 TOWEL HOOK 34 NOT USED 35 FLOOR DRAIN -SEE MECHANICAL FOR DETAILS/NOTES 36 WALL MOUNTED TOILET -SEE MECHANICAL FOR DETAILS/NOTES 37 WALL MOUNTED URINAL -SEE MECHANICAL FOR DETAILS/NOTES 38 UNDERMOUNT BATHROOM SINK -SEE MECHANICAL FOR SINK AND FAUCET DETAILS/NOTES 39 WALL MOUNTED PAPER TOWEL HOLDER -BY OWNER 40 WALL MOUNTED MIRROR 41 FULL HEIGHT 2' X 2' STEEL LOCKERS WITH SLOPED TOP 42 WOOD BENCH -BOLT TO FLOOR 43 ADA WOOD BENCH -BOLT TO FLOOR 44 WALL MOUNTED ADA FOLDABLE SHOWER SEAT -PROVIDE WALL BACKING FOR SUPPORT AS REQUIRED 45 STAINLESS STEEL ADA SHOWER GRAB BARS 46 RESTROOM SOLID SURFACE COUNTER WITH KNEE PROTECTION -SEE SHEET G002 FOR MORE INFO. 47 SHOWER HEAD FIXTURE 48 SHOWER CURTAIN WITH ROD 49 REFRIGERATOR BY OWNER -PROVIDE ELECTRICAL OUTLET -SEE MECHANICAL FOR DETAILS/NOTES 50 STAINLESS STEEL SINK 51 DUAL HEIGHT WALL MOUNTED ADA DRINKING FOUNTAINS 52 SINGLE HEIGHT WALL MOUNTED ADA DRINKING FOUNTAINS 53 WASTE OIL RECEPTICLE -SEE MECHANICAL FOR DETAILS/NOTES 54 EMERGENCY EYE WASH STATION -SEE MECHANICAL 55 JANITOR MOP SINK, ADD FRP PANELS WHERE ADJACENT WALLS ARE NOT BLOCK -SEE MECHANICAL FOR NOTES/DETAILS 56 ICE MACHINE -SEE MECHANICAL FOR NOTES/DETAILS 57 GANG SINK -SEE MECHANICAL FOR DETAILS/NOTES 58 MICROWAVE -BY OWNER 59 SOLID SURFACE COUNTERTOP WITH PRE-FIN. MTL SUPPORT BRACKETS 60 WALL MOUNTED SINK -SEE MECHANICAL FOR DETAILS/NOTES 61 15,000 LBTWO POST SURFACE MOUNT VEHICLE LIFT AND CONTROL PANEL - FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL -PROVIDED BY OWNER 62 12,000 LB TWO POST SURFACE MOUNT VEHICLE LIFT AND CONTROL PANEL - FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL -PROVIDED BY OWNER 63 POLYCARBONATE SCREEN WALL 64 PRECAST PLANK SHELF ABOVE 65 SOLID SURFACE COUNTERTOP AND BACKSPLASH OVER CASEWORK -SEE INTERIOR ELEVATION FOR LAYOUT AND ADDITIONAL INFORMATION 67 NOT USED 68 NOT USED 69 44,000 LB IN-GROUND LARGE VEHICLE LIFT AND CONTROL PEDESTAL, FIELD VERIFY LOCATION WITH OWNER/ARCHITECT -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL, COORDINATE ANY WATER DRAINAGE FEATURES WITH MECHANICAL/PLUMBING 70 35,000 LB IN-GROUND LARGE VEHICLE LIFT AND CONTROL PEDESTAL, FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL, COORDINATE ANY WATER DRAINAGE FEATURES WITH MECHANICAL/PLUMBING 71 CLOTHES WASHER BY OWNER -SEE MECHANICAL FOR DETAILS/NOTES 72 CLOTHES DRYER BY OWNER -SEE MECHANICAL FOR DETAILS/NOTES 66 FULL HEIGHT 18" X 18" WET LOCKERS WITH SLOPED TOP 73 POWER WASH UNIT -SEE MECHANICAL FOR DETAILS/NOTES -ELECTRICAL COMPONENTS MUST BE 30" ABOVE THE FLOOR GENERAL NOTES: PLAN NOTES ARE TYPICAL FOR ALL BUILDING PLANS. SOME NOTES MAY NOT BE LOCATED ON ONE PLAN VIEW, BUT ARE STILL APPLICABLE WITHIN THE PROJECT 74.1 EXPOSED STEEL STRUCTURE, FULLY SEAL UP AND AROUND COLUMNS AT CONDITIONS ADJACENT TO CONC. BLOCK, PAINT PER SCHEDULE -SEE STRUCTURAL 75 NOT USED 76.1 MECHANICAL EQUIPMENT -SEE MECHANICAL FOR DETAILS/NOTES 77 OPERABLE PARTITION 78 ELECTRIC BASEBOARD RADIATOR -SEE MECHANICAL FOR DETAILS/NOTES 79 HALF HEIGHT GYP BOARD ON METAL STUD WALL 80 PRE-FINISHED MTL. CLOSURE PIECE BY LOCKER SUPPLIER 81 SOLID SURFACE PASS THROUGH COUNTERTOP WITH ACRYLIC SERVICE WINDOW 82 CASEWORK WITH PLASTIC LAMINATE FINISH AND MELAMINE INTERIOR ABOVE -SEE INTERIOR ELEVATION FOR LAYOUT AND ADDITIONAL INFORMATION 11.2 POLISHED CONCRETE FLOORS, SEE FINISH SCHEDULE 76.2 EXPOSED MECHANICAL DUCTWORK/PIPING, PAINT -SEE MECHANICAL FOR DETAILS/NOTES 11.3 CONCRETE TOPPING OVER PRECAST PLANK WITH CONTROL JOINTS AS SHOWN -SEAL 74.2 C.I.P. CONC. COLUMN PROTECTOR, PAINT -SEE STRUCTURAL 16.2 FLOOR MOUNTED STEEL PIPE GUARDRAILS IN ACCORDANCE WITH MN ADA ACCESIBILITY CODE SECTION 307.4, PAINT -TYP. @ AREAS UNDER OPEN STAIRWAYS 83 SITE CAST CONCRETE TRENCH DRAIN WITH CAST IRON GRATE 84 NOT USED 85 GALVANIZED BAR GRATE ON 4" CURB-SEE DETAILS 59.2 STAINLESS STEEL COUNTERTOP WITH PRE-FIN. MTL SUPPORT BRACKETS 86 UTILITY SINK -SEE MECHANICAL 87 APPLIANCE MANUFACTURER PEDESTAL BASE TO MATCH WASHER/DRYER 88 NOT USED Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:04:58 AM Author Checker 2514.01 A101E FLOOR PLAN LEVEL 1 - AREA E ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A B C D E F G A101E 1/8" = 1'-0" 1 LEVEL 1 -AREA E ISSUE # DATE DESCRIPTION 12/06/2022 DD SET 2 A501 2 A502 A C 5 6 BULKY MATERIAL STORAGE 1260 PARTS / TOOLS INVENT. SHIPPING/ RECIEVING 1259 PARTS STORAGE 1258 FLEET MAINTENANCE 1251MECHANIC'S OFFICE 1253 TECHNICAL WORKSHOP 1254BULK FLUIDS, WASTE & SUPPLY 1255 FABRICATION 1252 SHOP RESTROOM 1256 A165 1 7 B PC-12 PC-12 5' - 0"2' - 0"141' - 0"2' - 0"5' - 0" 2' - 0 " 1' - 2 " 2' - 0 " 1' - 0 " 34 ' - 4 " 12 ' - 0 " 1251L 1251K 12 5 1 M 1251J 1251H 12 5 1 I 1251G 1251F 12 5 1 E 1251C 12 5 1 D 1251B 15 ' - 0 " 17 ' - 0 " CLCLCL 15' - 11 5/8"31' - 4"16' - 8 3/8" MOBILE LIFT/ EQUIP. STORAGE 1257 10 ' - 7 5 / 8 " 18 ' - 0 " 64' - 0"27' - 0" 2' - 4" 3' - 4" 2' - 4" 12' - 0"10' - 0"12' - 0"9' - 11"12' - 0"3' - 0"3' - 4"2' - 10"16' - 0"16' - 0"16' - 0"7' - 11"20' - 0"2' - 4"3' - 4" 2' - 4"157' - 0" 24 ' - 0 " M12 PCU-12 73 ' - 0 " 24 ' - 0 " 12 5 1 A CL CL CL 61' - 9"21' - 6" 73 ' - 0 " 2' - 8"12 6 2 B 2' - 1" 01 100' - 0" 01 15 ' - 0 " 01 01 01 01 04 11.1 2' - 8 1/2" 1' - 8 1/4"1' - 8 1/4" 2' - 8 1/2" 04 11.1 27' - 0" 1414141414141414141414141414070707070707 07 07 17 17 17 181818 18 19 1919 26 2626 26 26 26 26 26 26 26 TYP 2' - 0 " 06 06 06 62 62 61 70 69 1260 1259 1255B 1255A 12 5 4 A 1254B 1258 12 5 2 A 1252B 1256 62 62 61 70 69 01 12 26 65 59.2 54 27 27 27 27 27 27 28 28 28 29 29 2929 SF-68 SF-69 SF-69 SF-69 SF-69 SF-69 A813 4 5 6 A813 7 A C 1 WASH BAY 1250 2 B 5' - 0" 36 ' - 0 " 12 ' - 0 " 63 23 23 2' - 0 " 66 ' - 0 " 2' - 0 " 14 ' - 0 " 8' - 0"8' - 0" 2' - 0"3' - 0"2' - 0" 2' - 0 " 2' - 0" 2' - 0 " 14 14 14 14 06 12 5 0 A 1250B 10' - 0"16' - 0" 0"2' - 0" 3' - 4"4' - 8"16' - 0"6' - 0" 24 ' - 0 " 73 ' - 0 " 4 A502 32' - 0" 13' - 6"2' - 0" 3' - 0" 2' - 0" 1/4" / 1'-0" 99' - 10" 99' - 9" 100' - 0" 100' - 0" 99' - 9" 99' - 10" 01 04 11.1 83 26 26 26 01 01 01 01 73 27 28 PLAN KEYNOTES: 01 PRECAST INSULATED WALL PANEL -SEE ELEVATION FOR FINISH 02 SOLID PRECAST WALL PANEL -SEE ELEVATION FOR FINISH 03 CONCRETE SLAB ON GRADE, SEE STRUCTURAL FOR REINFORCEMENT AND DETAILS/NOTES -SEAL ALL CONTROL AND CONSTRUCTION JOINTS 04 CONCRETE SLAB ON GRADE WITH IN-FLOOR RADIANT HEAT, SEE STRUCTURAL FOR REINFORCEMENT AND DETAILS/NOTES -SEAL ALL CONTROL AND CONSTRUCTION JOINTS 05 PRE-FABRICATED TRENCH DRAIN ASSEMBLY, 12"+/-DRAIN WIDTH MAX, COORDINATE WITH STRUCTURAL AND MECHANICAL DETAILS -SEAL ALL CONSTRUCTION JOINTS -SEE A602 FOR DETAILS 06 EXTERIOR HOLLOW METAL DOOR AND FRAME, PAINT PER SCHEDULE, SEE SCHEDULE FOR INFORMATION, PROVIDE STRUCTURAL STOOP AT ALL EXTERIOR DOORS 07 PRE-FINISHED METAL CUSTOM COLOR AND GLAZED SECTIONAL OVERHEAD DOOR. PROVIDE STEEL PLATE AT JAMB AND OPENING. PAINT PER SCHEDULE. PROVIDE (2) BOLLARDS AT EXTERIOR OF EACH DOOR, PROVIDE DOOR APRON MIN. 4' FROM EXT. FACE OF BUILDING 08 PRE-FINISHED ALUMINUM WINDOW / ENTRY SYSTEM, SEE SCHEDULE FOR TYPE INFORMATION 09 FLOOR TILE, SEE FINISH SCHEDULE 10 CARPET FLOOR TILE, SEE FINISH SCHEDULE 11.1 SEALED CONCRETE FLOORS, SEE FINISH SCHEDULE 12 INTERIOR HOLLOW METAL DOOR AND FRAME, RETURN WALL FINISH TO DOOR FRAME, SEE SCHEDULE FOR INFORMATION 13 INTERIOR WOOD DOOR AND HOLLOW METAL FRAME, RETURN WALL FINISH TO DOOR FRAME, SEE SCHEDULE FOR INFORMATION 14 6" DIA. EXTERIOR STEEL BOLLARDS FILLED WITH CONCRETE, PAINT -SEE DETAIL 15 CONCRETE FILLED METAL PAN STAIR AND STEEL PIPE RAILINGS, PAINT ALL EXPOSED STEEL 16.1 INTERIOR MEZZANINE STEEL PIPE RAILING WITH IN-SWINGING GATES AS INDICATED, PROVIDE LATCHING HASP. GATE TO HAVE STOPS AT HINGES THAT PREVENT OUT-SWINGING ACTIONS. PROVIDE SAFETY CHAIN SLIPPED TO OUTSIDE OF EACH GATE 17 WELDING EXHAUST ARM WITH LIGHT AND INTEGRATED FILTRATION SYSTEM, SEE MECHANICAL FOR MODEL AND DETAIL 18 LUBE REEL AND LUBE REEL SUPPORT BEAM, PAINT PER FINISH SCHEDULE - SEE MECHANICAL/STRUCTURAL 19 VEHICLE EXHAUST REEL -SEE MECHANICAL 20 RECESSED DOCK LEVELER WITH BUMPERS -SEE SPEC 21 FIRE EXTINGUISHER IN CABINET, 4'-0" MAX MOUNTING HEIGHT -WALL MOUNT AT PRECAST WALL, RECESSED AT CMU WALL AND STUD FRAMED WALL 22 FLAMABLE WASTE TRAP -SEE MECHANICAL FOR MODEL AND DETAIL, SEE STRUCTURAL FOR FOUNDATION STEPS 23 VEHICLE WASH EQUIPMENT -ACTIVATION TO BE COORDINATED WITH OVERHEAD DOOR OPERATION. ACCESSORIES AND FEATURES TO BE PROVIDED BY SECTION 11 11 70 FOR AUTOMATED WASH, DIVISION 23 FOR MANUAL PRESSURE WASHING EQUIPMENT -ELECTRICAL COMPONENTS MUST BE 30" ABOVE THE FLOOR 24 ELECTRICAL EQUIPMENT -SEE ELECTRICAL 25 4" CONCRETE HOUSEKEEPING PAD -VERIFY LOCATION AND SIZE WITH MECHANICAL EQUIPMENT 26 4" CONCRETE SITE PAVING, TOOLED JOINTS, PROVIDE EXPANSION MATERIAL BETWEEN PAVING AND BUILDING -SEAL JOINTS 27 CONCRETE APRON, SEE PLANS FOR WIDTH -SEE STRUCTURAL 28 CONCRETE STOOP, SEE PLANS FOR WIDTH -SEE STRUCTURAL 29 OVERHEAD 5 TON BRIDGE CRANE, SEE STRUCTURAL FOR DETAILS/NOTES, STRUCTURAL CONNECTIONS BY CRANE PROVIDER, STRUCTURAL TO PROVIDE SUPER STRUCTURE TO SUPPORT 30 RANGE BY OWNER -SEE MECHANICAL AND ELECTRICAL FOR DETAILS/NOTES 31 METAL STAIR AND STEEL PIPE RAILING FOR ROOF ACCESS 32 STAINLESS STEEL ADA GRAB BARS 33 TOWEL HOOK 34 NOT USED 35 FLOOR DRAIN -SEE MECHANICAL FOR DETAILS/NOTES 36 WALL MOUNTED TOILET -SEE MECHANICAL FOR DETAILS/NOTES 37 WALL MOUNTED URINAL -SEE MECHANICAL FOR DETAILS/NOTES 38 UNDERMOUNT BATHROOM SINK -SEE MECHANICAL FOR SINK AND FAUCET DETAILS/NOTES 39 WALL MOUNTED PAPER TOWEL HOLDER -BY OWNER 40 WALL MOUNTED MIRROR 41 FULL HEIGHT 2' X 2' STEEL LOCKERS WITH SLOPED TOP 42 WOOD BENCH -BOLT TO FLOOR 43 ADA WOOD BENCH -BOLT TO FLOOR 44 WALL MOUNTED ADA FOLDABLE SHOWER SEAT -PROVIDE WALL BACKING FOR SUPPORT AS REQUIRED 45 STAINLESS STEEL ADA SHOWER GRAB BARS 46 RESTROOM SOLID SURFACE COUNTER WITH KNEE PROTECTION -SEE SHEET G002 FOR MORE INFO. 47 SHOWER HEAD FIXTURE 48 SHOWER CURTAIN WITH ROD 49 REFRIGERATOR BY OWNER -PROVIDE ELECTRICAL OUTLET -SEE MECHANICAL FOR DETAILS/NOTES 50 STAINLESS STEEL SINK 51 DUAL HEIGHT WALL MOUNTED ADA DRINKING FOUNTAINS 52 SINGLE HEIGHT WALL MOUNTED ADA DRINKING FOUNTAINS 53 WASTE OIL RECEPTICLE -SEE MECHANICAL FOR DETAILS/NOTES 54 EMERGENCY EYE WASH STATION -SEE MECHANICAL 55 JANITOR MOP SINK, ADD FRP PANELS WHERE ADJACENT WALLS ARE NOT BLOCK -SEE MECHANICAL FOR NOTES/DETAILS 56 ICE MACHINE -SEE MECHANICAL FOR NOTES/DETAILS 57 GANG SINK -SEE MECHANICAL FOR DETAILS/NOTES 58 MICROWAVE -BY OWNER 59 SOLID SURFACE COUNTERTOP WITH PRE-FIN. MTL SUPPORT BRACKETS 60 WALL MOUNTED SINK -SEE MECHANICAL FOR DETAILS/NOTES 61 15,000 LBTWO POST SURFACE MOUNT VEHICLE LIFT AND CONTROL PANEL - FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL -PROVIDED BY OWNER 62 12,000 LB TWO POST SURFACE MOUNT VEHICLE LIFT AND CONTROL PANEL - FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL -PROVIDED BY OWNER 63 POLYCARBONATE SCREEN WALL 64 PRECAST PLANK SHELF ABOVE 65 SOLID SURFACE COUNTERTOP AND BACKSPLASH OVER CASEWORK -SEE INTERIOR ELEVATION FOR LAYOUT AND ADDITIONAL INFORMATION 67 NOT USED 68 NOT USED 69 44,000 LB IN-GROUND LARGE VEHICLE LIFT AND CONTROL PEDESTAL, FIELD VERIFY LOCATION WITH OWNER/ARCHITECT -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL, COORDINATE ANY WATER DRAINAGE FEATURES WITH MECHANICAL/PLUMBING 70 35,000 LB IN-GROUND LARGE VEHICLE LIFT AND CONTROL PEDESTAL, FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL, COORDINATE ANY WATER DRAINAGE FEATURES WITH MECHANICAL/PLUMBING 71 CLOTHES WASHER BY OWNER -SEE MECHANICAL FOR DETAILS/NOTES 72 CLOTHES DRYER BY OWNER -SEE MECHANICAL FOR DETAILS/NOTES 66 FULL HEIGHT 18" X 18" WET LOCKERS WITH SLOPED TOP 73 POWER WASH UNIT -SEE MECHANICAL FOR DETAILS/NOTES -ELECTRICAL COMPONENTS MUST BE 30" ABOVE THE FLOOR GENERAL NOTES: PLAN NOTES ARE TYPICAL FOR ALL BUILDING PLANS. SOME NOTES MAY NOT BE LOCATED ON ONE PLAN VIEW, BUT ARE STILL APPLICABLE WITHIN THE PROJECT 74.1 EXPOSED STEEL STRUCTURE, FULLY SEAL UP AND AROUND COLUMNS AT CONDITIONS ADJACENT TO CONC. BLOCK, PAINT PER SCHEDULE -SEE STRUCTURAL 75 NOT USED 76.1 MECHANICAL EQUIPMENT -SEE MECHANICAL FOR DETAILS/NOTES 77 OPERABLE PARTITION 78 ELECTRIC BASEBOARD RADIATOR -SEE MECHANICAL FOR DETAILS/NOTES 79 HALF HEIGHT GYP BOARD ON METAL STUD WALL 80 PRE-FINISHED MTL. CLOSURE PIECE BY LOCKER SUPPLIER 81 SOLID SURFACE PASS THROUGH COUNTERTOP WITH ACRYLIC SERVICE WINDOW 82 CASEWORK WITH PLASTIC LAMINATE FINISH AND MELAMINE INTERIOR ABOVE -SEE INTERIOR ELEVATION FOR LAYOUT AND ADDITIONAL INFORMATION 11.2 POLISHED CONCRETE FLOORS, SEE FINISH SCHEDULE 76.2 EXPOSED MECHANICAL DUCTWORK/PIPING, PAINT -SEE MECHANICAL FOR DETAILS/NOTES 11.3 CONCRETE TOPPING OVER PRECAST PLANK WITH CONTROL JOINTS AS SHOWN -SEAL 74.2 C.I.P. CONC. COLUMN PROTECTOR, PAINT -SEE STRUCTURAL 16.2 FLOOR MOUNTED STEEL PIPE GUARDRAILS IN ACCORDANCE WITH MN ADA ACCESIBILITY CODE SECTION 307.4, PAINT -TYP. @ AREAS UNDER OPEN STAIRWAYS 83 SITE CAST CONCRETE TRENCH DRAIN WITH CAST IRON GRATE 84 NOT USED 85 GALVANIZED BAR GRATE ON 4" CURB-SEE DETAILS 59.2 STAINLESS STEEL COUNTERTOP WITH PRE-FIN. MTL SUPPORT BRACKETS 86 UTILITY SINK -SEE MECHANICAL 87 APPLIANCE MANUFACTURER PEDESTAL BASE TO MATCH WASHER/DRYER 88 NOT USED Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:05:13 AM Author Checker 2514.01 A101F FLOOR PLAN LEVEL 1 - AREA F ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A B C D E F G A101F 1/8" = 1'-0" 1 LEVEL 1 -AREA F A101F 1/8" = 1'-0" 2 LEVEL 1 -WASH BAY ISSUE # DATE DESCRIPTION 12/06/2022 DD SET 1 A501 2 A502 C 8 10 UTILITIES REPAIR AND SERVICE 1270 UTILITIES SECURE STORAGE 1271 STREETS SHOP 1267 SIGN SHOP 1268 STORAGE 1269 FACILITIES SHOP 1265 CARPENTRY SHOP 1261 PARKS SHOP 1263 119 34' - 0 3/8"9' - 7 5/8"10' - 4"15' - 0"32' - 11 255/256" 6' - 4 " 4' - 0 " 23 ' - 0 " 25 ' - 0 " STORAGE 1266 MEZZANINE STAIR @ 21 RISERS 18' - 8"5' - 8" 3' - 0 " 1269 1266 6' - 4 " 4' - 0 " 1265A 9' - 0"12' - 0"6' - 11"3' - 4"13' - 9"12' - 0"5' - 4"3' - 4"4' - 11"11' - 5"12' - 0"2' - 8"3' - 4"1' - 0" 12 6 5 B A101G 2 12 6 7 A 1267B 2' - 0"8' - 0"2' - 0" B 48 ' - 0 " 9' - 1 1 " 4' - 0 " 9' - 0 " 2' - 1 " 2' - 1"6' - 0" 1270A 12 7 0 B UP 1271A 12 7 1 B 18' - 0"10' - 0"4' - 0" 11' - 0"12' - 0"4' - 4"3' - 4"16' - 4"12' - 0"4' - 4"3' - 4"15' - 4"12' - 0"2' - 4"3' - 4" 2' - 4" 11' - 8"3' - 4"6' - 4"12' - 8 3/8" 22 ' - 0 " 10 ' - 8 " 10 ' - 8 " 28 ' - 8 " 8" 8" 11' - 8" POWER TOOL STORAGE 1262 POWER TOOL STORAGE 1264 1262A 1264 12 6 3 A 1261B 12 6 1 A PCU-12 M8 P12 M8 M8 M8 P12 M8 M8 M8P12 M8 M8 M8 M8 PC-12 PCU-12 PC-12 PCU-12 A101G A101G 6 7 2' - 0"8' - 0"2' - 0" 2' - 0 " 1' - 2 " 2' - 0 " 1' - 0 " 2' - 0"8' - 0"2' - 0" 1263C 12 6 3 B 23' - 4 1/2"26' - 3 1/2"31' - 5" 73 ' - 0 " 2' - 8"12 6 2 B 4 2' - 1" A101G3 01 01 100' - 0" 17 17 06 01 01 01 01 01 07 07 07 99' - 10"99' - 10" 2' - 0 " 1' - 2 " 2' - 0 " 1' - 0 " 2' - 0 " 1' - 2 " 2' - 0 " 1' - 0 " 1414 14060606 12 12 12 12 12 12 1212 12 15 15 16.2 16.2 07 07 07 26 26 26 26 26 26 14141414 26 11.103 11.103 11.103 11.103 11.103 11.103 11.103 05 05 05 59.2 65 59.2 54 54 54 54 29 60 60 PLAN KEYNOTES: 01 PRECAST INSULATED WALL PANEL -SEE ELEVATION FOR FINISH 02 SOLID PRECAST WALL PANEL -SEE ELEVATION FOR FINISH 03 CONCRETE SLAB ON GRADE, SEE STRUCTURAL FOR REINFORCEMENT AND DETAILS/NOTES -SEAL ALL CONTROL AND CONSTRUCTION JOINTS 04 CONCRETE SLAB ON GRADE WITH IN-FLOOR RADIANT HEAT, SEE STRUCTURAL FOR REINFORCEMENT AND DETAILS/NOTES -SEAL ALL CONTROL AND CONSTRUCTION JOINTS 05 PRE-FABRICATED TRENCH DRAIN ASSEMBLY, 12"+/-DRAIN WIDTH MAX, COORDINATE WITH STRUCTURAL AND MECHANICAL DETAILS -SEAL ALL CONSTRUCTION JOINTS -SEE A602 FOR DETAILS 06 EXTERIOR HOLLOW METAL DOOR AND FRAME, PAINT PER SCHEDULE, SEE SCHEDULE FOR INFORMATION, PROVIDE STRUCTURAL STOOP AT ALL EXTERIOR DOORS 07 PRE-FINISHED METAL CUSTOM COLOR AND GLAZED SECTIONAL OVERHEAD DOOR. PROVIDE STEEL PLATE AT JAMB AND OPENING. PAINT PER SCHEDULE. PROVIDE (2) BOLLARDS AT EXTERIOR OF EACH DOOR, PROVIDE DOOR APRON MIN. 4' FROM EXT. FACE OF BUILDING 08 PRE-FINISHED ALUMINUM WINDOW / ENTRY SYSTEM, SEE SCHEDULE FOR TYPE INFORMATION 09 FLOOR TILE, SEE FINISH SCHEDULE 10 CARPET FLOOR TILE, SEE FINISH SCHEDULE 11.1 SEALED CONCRETE FLOORS, SEE FINISH SCHEDULE 12 INTERIOR HOLLOW METAL DOOR AND FRAME, RETURN WALL FINISH TO DOOR FRAME, SEE SCHEDULE FOR INFORMATION 13 INTERIOR WOOD DOOR AND HOLLOW METAL FRAME, RETURN WALL FINISH TO DOOR FRAME, SEE SCHEDULE FOR INFORMATION 14 6" DIA. EXTERIOR STEEL BOLLARDS FILLED WITH CONCRETE, PAINT -SEE DETAIL 15 CONCRETE FILLED METAL PAN STAIR AND STEEL PIPE RAILINGS, PAINT ALL EXPOSED STEEL 16.1 INTERIOR MEZZANINE STEEL PIPE RAILING WITH IN-SWINGING GATES AS INDICATED, PROVIDE LATCHING HASP. GATE TO HAVE STOPS AT HINGES THAT PREVENT OUT-SWINGING ACTIONS. PROVIDE SAFETY CHAIN SLIPPED TO OUTSIDE OF EACH GATE 17 WELDING EXHAUST ARM WITH LIGHT AND INTEGRATED FILTRATION SYSTEM, SEE MECHANICAL FOR MODEL AND DETAIL 18 LUBE REEL AND LUBE REEL SUPPORT BEAM, PAINT PER FINISH SCHEDULE - SEE MECHANICAL/STRUCTURAL 19 VEHICLE EXHAUST REEL -SEE MECHANICAL 20 RECESSED DOCK LEVELER WITH BUMPERS -SEE SPEC 21 FIRE EXTINGUISHER IN CABINET, 4'-0" MAX MOUNTING HEIGHT -WALL MOUNT AT PRECAST WALL, RECESSED AT CMU WALL AND STUD FRAMED WALL 22 FLAMABLE WASTE TRAP -SEE MECHANICAL FOR MODEL AND DETAIL, SEE STRUCTURAL FOR FOUNDATION STEPS 23 VEHICLE WASH EQUIPMENT -ACTIVATION TO BE COORDINATED WITH OVERHEAD DOOR OPERATION. ACCESSORIES AND FEATURES TO BE PROVIDED BY SECTION 11 11 70 FOR AUTOMATED WASH, DIVISION 23 FOR MANUAL PRESSURE WASHING EQUIPMENT -ELECTRICAL COMPONENTS MUST BE 30" ABOVE THE FLOOR 24 ELECTRICAL EQUIPMENT -SEE ELECTRICAL 25 4" CONCRETE HOUSEKEEPING PAD -VERIFY LOCATION AND SIZE WITH MECHANICAL EQUIPMENT 26 4" CONCRETE SITE PAVING, TOOLED JOINTS, PROVIDE EXPANSION MATERIAL BETWEEN PAVING AND BUILDING -SEAL JOINTS 27 CONCRETE APRON, SEE PLANS FOR WIDTH -SEE STRUCTURAL 28 CONCRETE STOOP, SEE PLANS FOR WIDTH -SEE STRUCTURAL 29 OVERHEAD 5 TON BRIDGE CRANE, SEE STRUCTURAL FOR DETAILS/NOTES, STRUCTURAL CONNECTIONS BY CRANE PROVIDER, STRUCTURAL TO PROVIDE SUPER STRUCTURE TO SUPPORT 30 RANGE BY OWNER -SEE MECHANICAL AND ELECTRICAL FOR DETAILS/NOTES 31 METAL STAIR AND STEEL PIPE RAILING FOR ROOF ACCESS 32 STAINLESS STEEL ADA GRAB BARS 33 TOWEL HOOK 34 NOT USED 35 FLOOR DRAIN -SEE MECHANICAL FOR DETAILS/NOTES 36 WALL MOUNTED TOILET -SEE MECHANICAL FOR DETAILS/NOTES 37 WALL MOUNTED URINAL -SEE MECHANICAL FOR DETAILS/NOTES 38 UNDERMOUNT BATHROOM SINK -SEE MECHANICAL FOR SINK AND FAUCET DETAILS/NOTES 39 WALL MOUNTED PAPER TOWEL HOLDER -BY OWNER 40 WALL MOUNTED MIRROR 41 FULL HEIGHT 2' X 2' STEEL LOCKERS WITH SLOPED TOP 42 WOOD BENCH -BOLT TO FLOOR 43 ADA WOOD BENCH -BOLT TO FLOOR 44 WALL MOUNTED ADA FOLDABLE SHOWER SEAT -PROVIDE WALL BACKING FOR SUPPORT AS REQUIRED 45 STAINLESS STEEL ADA SHOWER GRAB BARS 46 RESTROOM SOLID SURFACE COUNTER WITH KNEE PROTECTION -SEE SHEET G002 FOR MORE INFO. 47 SHOWER HEAD FIXTURE 48 SHOWER CURTAIN WITH ROD 49 REFRIGERATOR BY OWNER -PROVIDE ELECTRICAL OUTLET -SEE MECHANICAL FOR DETAILS/NOTES 50 STAINLESS STEEL SINK 51 DUAL HEIGHT WALL MOUNTED ADA DRINKING FOUNTAINS 52 SINGLE HEIGHT WALL MOUNTED ADA DRINKING FOUNTAINS 53 WASTE OIL RECEPTICLE -SEE MECHANICAL FOR DETAILS/NOTES 54 EMERGENCY EYE WASH STATION -SEE MECHANICAL 55 JANITOR MOP SINK, ADD FRP PANELS WHERE ADJACENT WALLS ARE NOT BLOCK -SEE MECHANICAL FOR NOTES/DETAILS 56 ICE MACHINE -SEE MECHANICAL FOR NOTES/DETAILS 57 GANG SINK -SEE MECHANICAL FOR DETAILS/NOTES 58 MICROWAVE -BY OWNER 59 SOLID SURFACE COUNTERTOP WITH PRE-FIN. MTL SUPPORT BRACKETS 60 WALL MOUNTED SINK -SEE MECHANICAL FOR DETAILS/NOTES 61 15,000 LBTWO POST SURFACE MOUNT VEHICLE LIFT AND CONTROL PANEL - FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL -PROVIDED BY OWNER 62 12,000 LB TWO POST SURFACE MOUNT VEHICLE LIFT AND CONTROL PANEL - FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL -PROVIDED BY OWNER 63 POLYCARBONATE SCREEN WALL 64 PRECAST PLANK SHELF ABOVE 65 SOLID SURFACE COUNTERTOP AND BACKSPLASH OVER CASEWORK -SEE INTERIOR ELEVATION FOR LAYOUT AND ADDITIONAL INFORMATION 67 NOT USED 68 NOT USED 69 44,000 LB IN-GROUND LARGE VEHICLE LIFT AND CONTROL PEDESTAL, FIELD VERIFY LOCATION WITH OWNER/ARCHITECT -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL, COORDINATE ANY WATER DRAINAGE FEATURES WITH MECHANICAL/PLUMBING 70 35,000 LB IN-GROUND LARGE VEHICLE LIFT AND CONTROL PEDESTAL, FIELD VERIFY LOCATION WITH ARCHITECT/OWNER -COORDINATE AIR SUPPLY PROVIDED BY MECHANICAL, COORDINATE POWER SUPPLY PROVIDED BY ELECTRICAL, COORDINATE ANY WATER DRAINAGE FEATURES WITH MECHANICAL/PLUMBING 71 CLOTHES WASHER BY OWNER -SEE MECHANICAL FOR DETAILS/NOTES 72 CLOTHES DRYER BY OWNER -SEE MECHANICAL FOR DETAILS/NOTES 66 FULL HEIGHT 18" X 18" WET LOCKERS WITH SLOPED TOP 73 POWER WASH UNIT -SEE MECHANICAL FOR DETAILS/NOTES -ELECTRICAL COMPONENTS MUST BE 30" ABOVE THE FLOOR GENERAL NOTES: PLAN NOTES ARE TYPICAL FOR ALL BUILDING PLANS. SOME NOTES MAY NOT BE LOCATED ON ONE PLAN VIEW, BUT ARE STILL APPLICABLE WITHIN THE PROJECT 74.1 EXPOSED STEEL STRUCTURE, FULLY SEAL UP AND AROUND COLUMNS AT CONDITIONS ADJACENT TO CONC. BLOCK, PAINT PER SCHEDULE -SEE STRUCTURAL 75 NOT USED 76.1 MECHANICAL EQUIPMENT -SEE MECHANICAL FOR DETAILS/NOTES 77 OPERABLE PARTITION 78 ELECTRIC BASEBOARD RADIATOR -SEE MECHANICAL FOR DETAILS/NOTES 79 HALF HEIGHT GYP BOARD ON METAL STUD WALL 80 PRE-FINISHED MTL. CLOSURE PIECE BY LOCKER SUPPLIER 81 SOLID SURFACE PASS THROUGH COUNTERTOP WITH ACRYLIC SERVICE WINDOW 82 CASEWORK WITH PLASTIC LAMINATE FINISH AND MELAMINE INTERIOR ABOVE -SEE INTERIOR ELEVATION FOR LAYOUT AND ADDITIONAL INFORMATION 11.2 POLISHED CONCRETE FLOORS, SEE FINISH SCHEDULE 76.2 EXPOSED MECHANICAL DUCTWORK/PIPING, PAINT -SEE MECHANICAL FOR DETAILS/NOTES 11.3 CONCRETE TOPPING OVER PRECAST PLANK WITH CONTROL JOINTS AS SHOWN -SEAL 74.2 C.I.P. CONC. COLUMN PROTECTOR, PAINT -SEE STRUCTURAL 16.2 FLOOR MOUNTED STEEL PIPE GUARDRAILS IN ACCORDANCE WITH MN ADA ACCESIBILITY CODE SECTION 307.4, PAINT -TYP. @ AREAS UNDER OPEN STAIRWAYS 83 SITE CAST CONCRETE TRENCH DRAIN WITH CAST IRON GRATE 84 NOT USED 85 GALVANIZED BAR GRATE ON 4" CURB-SEE DETAILS 59.2 STAINLESS STEEL COUNTERTOP WITH PRE-FIN. MTL SUPPORT BRACKETS 86 UTILITY SINK -SEE MECHANICAL 87 APPLIANCE MANUFACTURER PEDESTAL BASE TO MATCH WASHER/DRYER 88 NOT USED 2' - 3 " 6' - 6" G. R A I L 3' - 6 " 10 " 11 ' - 4 " 1' - 0" 3' - 0 " 3' - 0 " 3' - 0 " 1' - 2 " 2' - 1 0 " 3"3' - 3"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 3"2 11/16" PLAM CABINETS -TYP PLAM CABINETS -TYP SOLID SURFACE COUNTERTOP FILL PIECE ON ENDS FILL PIECE ON ENDS Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:05:24 AM Author Checker 2514.01 A101G FLOOR PLAN LEVEL 1 - AREA G ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A B C D E F G A101G 1/8" = 1'-0" 1 LEVEL 1 -AREA G A101G 1/4" = 1'-0" 2 SIGN SHOP -NORTH A101G 1/4" = 1'-0" 6 UTILITIES SECURE STORAGE COUNTER -NORTH A101G 1/4" = 1'-0" 7 UTILITIES SECURE STORAGE COUNTER -WEST ISSUE # DATE DESCRIPTION 12/06/2022 DD SET A101G 1/4" = 1'-0" 3 CARPENTRY SHOP CABINETRY A101G 1/4" = 1'-0" 4 POWER TOOL STORAGE BENCH 2 A401 1 A501 2 A501 1 A502 2 A502 MEZZANINE 1247 M1247 A C D E 1 3 5 6 8 104 3 A452 8 A453 2 A452 4 A401 11972 A167 1 A166 1 B 414' - 8" 51' - 4" 112' - 2" 112' - 2" 112' - 2" 4 A502 32' - 0"140' - 9"25' - 4"61' - 5"61' - 9"21' - 6"44' - 2"23' - 4 1/2"26' - 3 1/2"31' - 5" 24 ' - 0 " 73 ' - 0 " 73 ' - 0 " 73 ' - 0 " 2 A454 1 A455 1 A556 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:05:29 AM Author Checker 2514.01 A102 MEZZANINE - OVERALL FLOOR PLAN ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS KEYNOTES - ARCHITECTURAL FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. A B C D E F G A102 3/64" = 1'-0" 1 MEZZANINE -OVERALL FLOOR PLAN ISSUE # DATE DESCRIPTION 12/06/2022 DD SET 1 A501 2 A501 3 A501 4 A501 1 A502 2 A502 3 A502 A140 2 A C D E 1 L R 3 5 6 8 10 13 G 4 1" / 1 ' - 0 " R-1R-2 R-1 R-1 R-1 R-2 Q P O N M 1197 I H 2 B F K J R-1 R-2 R-1 R-1 R-1 R-1 R-1 R-1 4 A502 R-3 R-3 R-3 R-3 1" / 1 ' - 0 " +6" 43 ' - 8 " 43 ' - 8 " 7' - 2 3 / 4 " 25' - 4"61' - 5"61' - 9"21' - 6"44' - 2"23' - 4 1/2"26' - 3 1/2"31' - 5"29' - 8"13' - 3" 21 ' - 1 0 " 21 ' - 1 0 " +6" EQ EQ EQ EQ 3/8" / 1'-0"3/8" / 1'-0" 67' - 7 1/2"2' - 10" 6" 10' - 0" 1/4" / 1'-0" 1/4" / 1'-0" +11 1/2" +6" +6" +8.5" +11 1/2" +11 1/2" +8.5" +8.5" 20 ' - 9 5 / 8 " 30 ' - 8 " 19 ' - 0 3 / 4 " 14 ' - 4 " 7' - 0 " 12 ' - 3 5 / 8 " 15 ' - 7 1 / 4 " 19 ' - 9 1 / 4 " 24 ' - 8 " 22 ' - 9 1 / 2 " 17 ' - 7 1 / 2 " 32 ' - 6 1 / 2 " 24 ' - 0 " 73 ' - 0 " 73 ' - 0 " 73 ' - 0 " 32' - 0"140' - 9" 1/4" / 1'-0" 1/4" / 1'-0" +6" +6" 1/2" / 1'-0"8' - 2 " 6' - 4 1/2"23' - 7" A140 3 A140 4 13 ' - 8 " 56 ' - 5 " 10 ' - 6 " +6" 5' - 0 " 1/4" / 1'-0" 1/4" / 1'-0" 3/ 8 " / 1 ' - 0 " 3/ 8 " / 1 ' - 0 " 1" / 1 ' - 0 " 1" / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1" / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 6' - 3 " 6' - 3 " 7' - 5 5 / 8 " +9" +9" +14" +14" +10" +11" 15 ' - 7 " 46 ' - 0 " 16' - 3" 16' - 3" +11" +11 1/2"+9.5" +9" +10" +6" +7" 10' - 10" +11"+11" +11 1/2" +6" +11" +6"+6" +11.5"+11.5"+11.5" +11" +9.5" 13' - 3 1/2"22' - 11"22' - 11" 3' - 7 1 / 2 " 3' - 7 1 / 2 " +12"+12" +12" +12" +12" +17" +9.5" +9.5" +16" +16" +11" +7.5"+7.5" +8.5" +8.5" +14" +14" +14" +14"+9" +9" +13"+13" 2' - 3 " 24' - 3" 1/ 4 " / 1 ' - 0 " R-1 1/ 4 " / 1 ' - 0 " SKYLIGHT SKYLIGHT A140 5 12 14 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 47 ' - 1 1 " 16' - 0" 3/8" / 1'-0"3 / 8 " / 1 '- 0 " 3 / 8 " / 1 '- 0 "3/8" / 1'-0" 1/ 4 " / 1 ' - 0 " 1 / 4 " / 1 '- 0 "1/4" / 1'-0"1/4" / 1'-0"1 /4 " / 1'-0 " 1/ 4 " / 1 ' - 0 " 1 / 4 " / 1 '- 0 "1/4" / 1'-0" 22 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0" 1/ 4 " / 1 ' - 0 " 48' - 0"27' - 6" MECH. ROOFTOP EQUIP. SCREEN TYP +9" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" SKYLIGHT +6" 1/4" / 1'-0"1/4" / 1'-0" R-1 R-1 1/4" / 1'-0" 1/4" / 1'-0"17' - 7 1/4" 17' - 8" 13 ' - 1 0 " 1' - 4 " 17' - 8" 12 ' - 7 " 3/8" / 1'-0"3/8" / 1'-0" 1 A556 4 A501 3 A502 1311 I H 19 ' - 0 3 / 4 " 12 1/ 4 " / 1 ' - 0 " SCUPPER & OVERFLOW SCUPPER R-3 +13+10.5 1' - 8" 19' - 9 1/2" 7 I K J 14 ' - 4 " 7' - 0 " 1' - 9 5 / 8 " 1/ 4 " / 1 ' - 0 " R-3 SCUPPER 4' - 6" 7 A556 7 F 9' - 8" 1/ 4 " / 1 ' - 0 " SCUPPER R-3 1 A557 3' - 6" 3' - 6 " 7 A660 TYP Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:05:41 AM Author Checker 2514.01 A140 ROOF PLAN ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A140 3/64" = 1'-0" 1 ROOF PLAN -OVERALL ROOF PLAN GENERAL NOTES 1. DO NOT SCALE DRAWINGS. 2. ROOF SLOPES ARE INDICATED WITH ARROWS, POINTING IN THE DOWNWARD SLOPE DIRECTION. TYPICAL ROOF SLOPES ( STRUCTURE ) ARE 1/4" PER FOOT U.N.O. 3. ROOF INSULATION AND CRICKETS SHALL BE TAPERED TO DRAIN AT 1/4" PER FOOT EXCEPT WHERE NOTED OTHERWISE. 4. ROOF INSULATION OVER SLOPED ROOF STRUCTURE SHALL BE A CONSTANT THICKNESS TO MEET OVERALL MINIMUM R-VALUE REQUIRED AS DETAILED ON SHEET A601, WITH THE EXCEPTION OF AREAS WITH TAPERED INSULATION, CRICKETS AND/OR ROOF DRAINS. 5. INSULATION THICKNESS AT ROOF DRAINS SHALL BE 3" MINIMUM 6. INSULATION THICKNESS NOTED OVERALL INSULATION THICKNESS. REFER TO CONSTRUCTION ASSEMBLIES. 7. COORDINATE ALL ROOF PENETRATIONS AND CURBS RELATED TO ROOF MOUNTED EQUIPMENT WITH MECHANICAL, PLUMBING. ELECTRICAL, AND OTHER TRADES. NOT ALL PENETRATIONS AND ROOF -MOUNTED ITEMS MAY BE INDICATED ON THIS DRAWING. 8. REFER TO ARCHITECTURAL FLOOR PLANS FOR OVERALL BUILDING DIMENSIONS. 9. INSTALL CRICKETS WHERE NEEDED TO SHED WATER AWAY FROM EQUIPMENT, CURBS, OR OTHER ROOF-MOUNTED ITEMS. SLOPE CRICKETS A MINIMUM OF 1/4" PER FOOT. 10. AT ALL ROOFTOP MECHANICAL EQUIPMENT CURBS, PROVIDE FULL DEPTH INSULATION INSIDE OF ROOF CURBS AND WRAPS AROUND SUPPLY AND RETURN DUCTS AS THEY PENETRATE THE ROOF STRUCTURE. 11. VERIFY LOCATION OF ALL STRUCTURE COMPONENTS BELOW ROOF DRAIN LOCATIONS PRIOR TO INSTALLATION. 12. SEE A660 SERIES SHEETS FOR TYPICAL ROOF DETAILS. KEYNOTES - ROOF PLAN A B C D E F G A140 1/16" = 1'-0" 2 LOBBY AREA -ROOF PLAN A140 1/16" = 1'-0" 3 PD STAFF ENTRY -ROOF PLAN A140 1/16" = 1'-0" 4 PW STAFF ENTRY -ROOF PLAN ISSUE # DATE DESCRIPTION 12/06/2022 DD SET A140 1/4" = 1'-0" 5 TYPICAL UNIT SKYLIGHT 1 3 5 6 8 10 134 A452 4 A452 5 A453 8 11972 12 1356810134 A451 2 A451 5 11 9 7 212 A C D E L RGQPONMIHBFKJ A454 3A454 4 A454 1 A454 7 APC-2 ARCH PRECAST CONC. -GRAY (SAND-BLAST) APC-3 ARCH PRECAST CONC. -DARK GRAY (SAND-BLAST) MP-1 METAL PANEL (ACM) -DARK BRONZE EXTERIOR MATERIAL LEGEND MS-1 METAL SIDING -DARK BRONZE (PROFILED) MP-2 METAL PANEL (ACM) -BRONZE BB-1 BURNISHED BLOCK SMF-1 PREFINISHED MTL COPING APC-1a ARCH PRECAST CONC. -WHITE (FORM LINER) MS-2 METAL SIDING -ROOFTOP SCREEN APC-1b ARCH PRECAST CONC. -WHITE (ACID-ETCH) MS-2 METAL SIDING -ROOFTOP SCREEN ACDELRGQPONMIHBFKJ A451 1 A451 6 A455 1 3 5 6 847 A455 2 A455 3 13568101341197212 A456 5 A455 5 A455 4 Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:10:49 AM Author Checker 2514.01 A401 OVERALL EXTERIOR ELEVATIONS ROSEMOUNT POLICE & PUBLIC WORKS CAMPUSA4013/64" = 1'-0" 2 EXTERIOR ELEVATION -SOUTH A401 3/64" = 1'-0" 1 EXTERIOR ELEVATION -NORTH A401 3/64" = 1'-0" 3 EXTERIOR ELEVATION -EAST EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. A401 3/64" = 1'-0" 4 EXTERIOR ELEVATION -WEST A401 3/64" = 1'-0" 5 EXTERIOR ELEVATION -NORTH COURTYARD A401 3/64" = 1'-0" 6 EXTERIOR ELEVATION -SOUTH COURTYARD ISSUE # DATE DESCRIPTION 12/06/2022 DD SET APC-2 ARCH PRECAST CONC. -GRAY (SAND-BLAST) APC-3 ARCH PRECAST CONC. -DARK GRAY (SAND-BLAST) MP-1 METAL PANEL (ACM) -DARK BRONZE EXTERIOR MATERIAL LEGEND MS-1 METAL SIDING -DARK BRONZE (PROFILED) MP-2 METAL PANEL (ACM) -BRONZE BB-1 BURNISHED BLOCK SMF-1 PREFINISHED MTL COPING APC-1a ARCH PRECAST CONC. -WHITE (FORM LINER) MS-2 METAL SIDING -ROOFTOP SCREEN APC-1b ARCH PRECAST CONC. -WHITE (ACID-ETCH) MS-2 METAL SIDING -ROOFTOP SCREEN LEVEL 1 100' -0" T.W. PD 118' -0" ELG VM T.O. PRECAST 126' -0" I H FKJ SF-6SF-8 SF-27 SF-38SF-31 PRE MANFACTURED MECH. SCREEN APC-1a APC-1b MP-2 MS-1 BB-1 8" 1232A SF-30 8" BB-1 MS-2 FLUSH MTL PANEL CANOPY A456 1 SF-39SF-3SF-1SF-5 SF-8 LEVEL 1 100' -0" R APC-2 STEEL BOLLARD LEVEL 1 100' -0" R STEEL BOLLARD APC-2 THRU WALL SCUPPER, SEE ROOF PLAN 2' - 0 1 / 2 " TY P 2' - 0 " 5' - 1 1 1 / 2 " 18 ' - 0 " T . O . P C LEVEL 1 100' -0" T.W. PD 118' -0" 81013 THRU WALL SCUPPER, SEE ROOF PLAN STEEL BOLLARD 1036B 1032 MS-1 METAL SIDING -DARK BRONZE (PROFILED) 11 9 SF-9 BB-1 8" APC-2APC-2APC-2 12 TYPICAL PANEL 12' - 0" INSULATED OH SECTIONAL DOOR LEVEL 1 100' -0" T.W. PD 118' -0" 35684 STEEL BOLLARD, TYP. 1096E 1096F 1096G1096D 1022A1024C1024D 7 SF-29 1023A APC-2 6' - 0 " APC-3 LIGHT FIXTURE, SEE ELEC OH SECTIONAL DOOR, TYP OH COILING DOOR, TYP SMF-1 PREFINISHED MTL COPING TYPICAL PANEL 12' - 0" INSULATED OH SECTIONAL DOOR LEVEL 1 100' -0" T.W. PD 118' -0" LRQPONM TYPICAL PANEL 12' - 0" APC-2 18 ' - 0 " THRU WALL SCUPPER, SEE ROOF PLAN THRU WALL SCUPPER, SEE ROOF PLAN THRU WALL SCUPPER, SEE ROOF PLAN Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:10:59 AM Author Checker 2514.01 A451 ENLARGED EXTERIOR ELEVATIONS ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS KEYNOTES - EXTERIOR ELEVATION EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. A451 1/8" = 1'-0" 1 EXTERIOR ELEVATION -PARTIAL EAST COURTYARD A451 1/8" = 1'-0" 3 EXTERIOR ELEVATION -PARTIAL EAST PD COURTYARD A451 1/8" = 1'-0" 4 EXTERIOR ELEVATION -PARTIAL WEST PD COURTYARD A451 1/8" = 1'-0" 2 EXTERIOR ELEVATION -PARTIAL NORTH SALLYPORT A451 1/8" = 1'-0" 5 EXTERIOR ELEVATION -PARTIAL NORTH SQUAD GARAGE ISSUE # DATE DESCRIPTION 12/06/2022 DD SET A451 1/8" = 1'-0" 6 EXTERIOR ELEVATION -PARTIAL EAST POLICE 2 LEVEL 1 100' -0" AC VM T.O. PRECAST 126' -0" B 1260 1259 1255B STEEL BOLLARD MS-1 APC-2 TYPICAL PANEL 12' - 0" LEVEL 1 100' -0" A CB APC-3 STEEL BOLLARD TYPICAL PANEL 12' - 0" LEVEL 1 100' -0" 5 6 8 10 VM ROOF BRG. 124' -0" VM T.O. PRECAST 126' -0" 1197 1251L 1251K 1251J 1251H 1251G 1251F 1263C 1267B 1271A 1267A 1271B1263B1251E1251M1251I ? MS-1 APC-2 SF-51 STEEL BOLLARD, TYP. STEEL BOLLARD, TYP. INSULATED OH SECTIONAL DOOR, TYPICAL LEVEL 1 100' -0" 1 2 1250B STEEL BOLLARD 1250A APC-3 LEVEL 1 100' -0" A C D VM T.O. PRECAST 126' -0" B 1247C 1247B 1247A MS-1 APC-2 APC-3 ? MS-1 APC-3 ? 2' - 0 " SF-36 SF-36 4' - 0"18' - 0"4' - 0"18' - 0"4' - 0" D CUT ALM SIGNAGE, PIN MOUNTED 2' - 0"TYPICAL PANEL 12' - 0"5' - 0 1/2" 2' - 6 " INSULATED OH SECTIONAL DOOR W/ CUSTOM PAINT COLOR INSULATED OH SECTIONAL DOOR W/ CUSTOM PAINT COLOR APC-2 ARCH PRECAST CONC. -GRAY (SAND-BLAST) APC-3 ARCH PRECAST CONC. -DARK GRAY (SAND-BLAST) MP-1 METAL PANEL (ACM) -DARK BRONZE EXTERIOR MATERIAL LEGEND MS-1 METAL SIDING -DARK BRONZE (PROFILED) MP-2 METAL PANEL (ACM) -BRONZE BB-1 BURNISHED BLOCK SMF-1 PREFINISHED MTL COPING APC-1a ARCH PRECAST CONC. -WHITE (FORM LINER) MS-2 METAL SIDING -ROOFTOP SCREEN APC-1b ARCH PRECAST CONC. -WHITE (ACID-ETCH) MS-2 METAL SIDING -ROOFTOP SCREEN Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:11:10 AM Author Checker 2514.01 A452 ENLARGED EXTERIOR ELEVATIONS ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS KEYNOTES - EXTERIOR ELEVATIONEXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. A452 1/8" = 1'-0" 2 EXTERIOR ELEVATION -PARTIAL WEST FLEET MAINT. A452 1/8" = 1'-0" 3 EXTERIOR ELEVATION -PARTIAL EAST WASH BAY A452 1/8" = 1'-0" 4 EXTERIOR ELEVATION -SOUTH -Callout 1 A452 1/8" = 1'-0" 5 EXTERIOR ELEVATION -SOUTH WASH BAY A452 1/8" = 1'-0" 6 EXTERIOR ELEVATION -PARTIAL EAST PW FLEET GARAGE ISSUE # DATE DESCRIPTION 12/06/2022 DD SET LEVEL 1 100' -0" T.W. PD 118' -0" L MS-1 METAL SIDING -DARK BRONZE (PROFILED) 1' - 0 " 17 ' - 0 " QPONM SF-13 SF-11SF-12 LEVEL 1 100' -0" T.W. PD 118' -0" 13 MS-1 APC-1a 12 6' - 0 " 12 ' - 0 " SF-37 SMF-1 APC-1a BB-1 8"LEVEL 1 100' -0" T.W. PD 118' -0" 13 MS-1 12 ' - 0 " 6' - 0 " APC-1a 12 SMF-1 BB-1 8"LEVEL 1 100' -0" T.W. PD 118' -0" 13 MS-1 3' - 0 " 15 ' - 0 " APC-1a 8" BB-1 12 LEVEL 1 100' -0" T.W. PD 118' -0" 13 SF-17SF-17 MS-1 15 ' - 0 " 3' - 0 " APC-1a BB-1 8" 12 LEVEL 1 100' -0" T.W. PD 118' -0" 13 11 6' - 4 25/32"3' - 7"6' - 8"3' - 7"6' - 8"6' - 10 1/2"8' - 1" SF-25 SF-25 SF-25 SF-26 18 ' - 0 " 10 ' - 0 5 / 8 " 1' - 2 " 15 ' - 0 " 3' - 0 " ? MP-1MP-2 12 APC-1b APC-1a LEVEL 1 100' -0" T.W. PD 118' -0" 10 1311 6' - 8"3' - 6"6' - 8"3' - 6"6' - 8"6' - 10 15/16"8' - 1 1/16" SF-25SF-25SF-25SF-26 3' - 0 " 15 ' - 0 " 1' - 2 " 10 ' - 0 5 / 8 " MP-1 MP-2 APC-1b 12 APC-1a LEVEL 1 100' -0" 3 4 VM T.O. PRECAST 126' -0" 2 ?SF-50 APC-2 TYPICAL PANEL 12' - 0" APC-2 ARCH PRECAST CONC. -GRAY (SAND-BLAST) APC-3 ARCH PRECAST CONC. -DARK GRAY (SAND-BLAST) MP-1 METAL PANEL (ACM) -DARK BRONZE EXTERIOR MATERIAL LEGEND MS-1 METAL SIDING -DARK BRONZE (PROFILED) MP-2 METAL PANEL (ACM) -BRONZE BB-1 BURNISHED BLOCK SMF-1 PREFINISHED MTL COPING APC-1a ARCH PRECAST CONC. -WHITE (FORM LINER) MS-2 METAL SIDING -ROOFTOP SCREEN APC-1b ARCH PRECAST CONC. -WHITE (ACID-ETCH) MS-2 METAL SIDING -ROOFTOP SCREEN LEVEL 1 100' -0" T.W. PD 118' -0" I H SF-60 Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:11:23 AM Author Checker 2514.01 A453 ENLARGED EXTERIOR ELEVATIONS ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS KEYNOTES - EXTERIOR ELEVATION EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. A453 1/8" = 1'-0" 1 EXTERIOR ELEVATION -PARTIAL EAST POLICE A453 1/8" = 1'-0" 2 EXTERIOR ELEVATION -PARTIAL EAST 1 A453 1/8" = 1'-0" 3 EXTERIOR ELEVATION -PARTIAL EAST 2 A453 1/8" = 1'-0" 4 EXTERIOR ELEVATION -PARTIAL EAST 3 A453 1/8" = 1'-0" 5 EXTERIOR ELEVATION -PARTIAL EAST 4 A453 1/8" = 1'-0" 6 LOBBY CLERESTORY -NORTH ELEVATION A453 1/8" = 1'-0" 7 LOBBY CLERESTORY -SOUTH ELEVATION A453 1/8" = 1'-0" 8 EXTERIOR ELEVATION -PARTIAL SOUTH PW FLEET A453 1/8" = 1'-0" 9 LOBBY CLERESTORY -WEST ELEVATION ISSUE # DATE DESCRIPTION 12/06/2022 DD SET LEVEL 1 100' -0" T.W. PD 118' -0" E GF SF-23 SF-20 SF-21 SF-22 SF-21 SF-20 SF-19 SF-18 APC-1a MS-1 6' - 0 " 9' - 6 " 9' - 8"24' - 3"43' - 2"26' - 6"5' - 7 5/8" 3' - 6"31' - 6"8' - 2"3' - 6"9' - 1 5/8" D CUT ALM SIGNAGE, PIN MOUNTED 3' - 6 " LEVEL 1 100' -0" T.W. PD 118' -0" 13 VM T.O. PRECAST 126' -0" 11 1212A SF-17 SF-17 SF-17 SF-17 MS-1 BB-1 8" 1' - 0 " 17 ' - 0 " APC-1a 12 APC-2 ARCH PRECAST CONC. -GRAY (SAND-BLAST) APC-3 ARCH PRECAST CONC. -DARK GRAY (SAND-BLAST) MP-1 METAL PANEL (ACM) -DARK BRONZE EXTERIOR MATERIAL LEGEND MS-1 METAL SIDING -DARK BRONZE (PROFILED) MP-2 METAL PANEL (ACM) -BRONZE BB-1 BURNISHED BLOCK SMF-1 PREFINISHED MTL COPING APC-1a ARCH PRECAST CONC. -WHITE (FORM LINER) MS-2 METAL SIDING -ROOFTOP SCREEN APC-1b ARCH PRECAST CONC. -WHITE (ACID-ETCH) MS-2 METAL SIDING -ROOFTOP SCREEN LEVEL 1 100' -0" T.W. PD 118' -0" RQ 10' - 0"10' - 8"12' - 0"2' - 0"6' - 0"2' - 0"6' - 0"2' - 0"6' - 0"2' - 0"10' - 0"10' - 0"10' - 10"1' - 0"24' - 8"1' - 0"8' - 0" 8' - 6 " 7' - 0 " 2' - 6 " SF-10 MS-1 APC-1a APC-1a APC-1bAPC-1b MTL SECURITY FENCE MTL SECURITY FENCE 8' TYPICAL HEIGHT 12 ' - 0 " 6' - 0 " APC-1a AUTOMATIC SECURITY PIVOT GATE LEVEL 1 100' -0" T.W. PD 118' -0" L QPONM IH KJ SF-14 MS-1 APC-1a 15 ' - 0 " 3' - 0 " 6' - 0 " 2' - 6 " 7' - 0 " 2' - 6 " 6' - 0 " 12 ' - 0 " D CUT ALM SIGNAGE, PIN MOUNTED A454 5TYP A454 6 2' - 0 " 4"37' - 0"24' - 4"36' - 6" APC-1a APC-1bAPC-1b OPENOPENOPEN OPENOPEN LEVEL 1 100' -0" T.W. PD 118' -0" 13 APC-1b 6' - 0 " 12 ' - 0 " 3' - 0" APC-1a COORD. FOUNDATION W/ STRUCT LEVEL 1 100' -0" T.W. PD 118' -0" IH 1000A MS-1 BB-18" SF-17 SF-15 SF-15 MP-1 1' - 0 " 17 ' - 0 " MS-1 MP-2 LEVEL 1 100' -0" T.W. PD 118' -0" D APC-1a MTL SECURITY FENCE, TYP. 10' - 0"25' - 6"25' - 0"25' - 0"25' - 6"7' - 8" A454 9 TYP A B 6' - 0 " 2' - 0 " MP-1 APC-1a APC-1a AUTOMATIC SECURITY PIVOT GATE MTL SECURITY FENCE, TYP. 10' - 10"10' - 10"47' - 2"24' - 0" 10' - 0"10' - 0"12' - 0"10' - 0"10' - 0"12' - 0"10' - 0"12' - 0" 11 A015 LEVEL 1 100' -0" T.W. PD 118' -0" 15 ' - 0 " 3' - 0 " APC-1b MTL SECURITY FENCE, TYP. APC-1a 4' - 0" Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:11:39 AM Author Checker 2514.01 A454 ENLARGED EXTERIOR ELEVATIONS ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A454 1/8" = 1'-0" 1 EXTERIOR ELEVATION -PARTIAL EAST PW A454 1/8" = 1'-0" 2 EXTERIOR ELEVATION -PARTIAL SOUTH PW KEYNOTES - EXTERIOR ELEVATION EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. ISSUE # DATE DESCRIPTION A454 1/8" = 1'-0" 3 EXTERIOR ELEVATION -PARTIAL EAST A454 1/8" = 1'-0" 4 EXTERIOR ELEVATION -PARTIAL EAST SCEEN A454 1/8" = 1'-0" 5 ELEVATION -SCREEN WALL SUPPORT POLICE A454 1/8" = 1'-0" 6 EXTERIOR ELEVATION -LOBBY EAST A454 1/8" = 1'-0" 7 EXTERIOR ELEVATION -EAST SCREEN WALL @ PW A454 1/8" = 1'-0" 9 ELEVATION -SCREEN WALL SUPPORT PW LEVEL 1 100' -0" ACDE VM ROOF BRG. 124' -0" VM T.O. PRECAST 126' -0" B 1247E 1247D1249B1249A1247F APC-2 APC-3 APC-3 16 ' - 0 " 26 ' - 0 " TYPICAL PANEL 12' - 0" 24 ' - 0 " STEEL BOLLARD, TYPICAL INSULATED OH SECTIONAL DOOR INSULATED OH SECTIONAL DOOR INSULATED OH SECTIONAL DOOR LEVEL 1 100' -0" 6 87 17 ' - 0 " SF-7 SF-31 SF-6 SF-2 SF-39 SF-32 1013A 1008A 8" BB-1 MS-1 LEVEL 1 100' -0" T.W. PD 118' -0" 3 5 64 1096A SF-28 SF-29 6' - 0 " 6' - 0 " 6' - 0 " APC-2 APC-3APC-3 APC-3GENERATOR, REFER TO MEP 18 ' - 0 " TYPICAL PANEL 12' - 0" LEVEL 1 100' -0" 8 7 SF-4 SF-8 SF-2 17 ' - 0 " MS-1MS-1 BB-1 8" APC-1a SF-40 LEVEL 1 100' -0" 56810 VM T.O. PRECAST 126' -0" 11 9 7 26 ' - 0 " TYPICAL PANEL 12' - 0" APC-2 MS-1 SF-51 APC-2 ARCH PRECAST CONC. -GRAY (SAND-BLAST) APC-3 ARCH PRECAST CONC. -DARK GRAY (SAND-BLAST) MP-1 METAL PANEL (ACM) -DARK BRONZE EXTERIOR MATERIAL LEGEND MS-1 METAL SIDING -DARK BRONZE (PROFILED) MP-2 METAL PANEL (ACM) -BRONZE BB-1 BURNISHED BLOCK SMF-1 PREFINISHED MTL COPING APC-1a ARCH PRECAST CONC. -WHITE (FORM LINER) MS-2 METAL SIDING -ROOFTOP SCREEN APC-1b ARCH PRECAST CONC. -WHITE (ACID-ETCH) MS-2 METAL SIDING -ROOFTOP SCREEN Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:11:49 AM Author Checker 2514.01 A455 ENLARGED EXTERIOR ELEVATIONS ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS ISSUE # DATE DESCRIPTION A455 1/8" = 1'-0" 1 EXTERIOR ELEVATION -PARTIAL WEST PW / FIRING RANGE A455 1/8" = 1'-0" 2 EXTERIOR ELEVATION -PARTIAL NORTH COURTYARD POLICE A455 1/8" = 1'-0" 3 EXTERIOR ELEVATION -PARTIAL NORTH COURTYARD POLICE 2 A455 1/8" = 1'-0" 4 EXTERIOR ELEVATION -SOUTH COURTYARD PW A455 1/8" = 1'-0" 5 ENLARGED ELEVATION -SOUTH COURTYARD KEYNOTES - EXTERIOR ELEVATION EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. LEVEL 1 100' -0" G F 3' - 0 " 9' - 0 " MP-2 APC-1b LEVEL 1 100' -0" 7 12 ' - 0 " 3' - 0 " 9' - 0 " APC-1a APC-1b 4 A501 7 I K J 7' - 0 " 17 ' - 7 3 / 8 " 4' - 0"1' - 1 1/2"9' - 10" 4' - 0 " 6 A456 10 1 3 A MSS-6 7 A456 PCU-12 SF-7 7 A556 G 7 F 14' - 1" 10 ' - 8 1 / 4 " 8' - 1 1 3 / 8 " PCU-12 8 A456 1232A SF-2 MSS-6 MSS-6 1 A557 LEVEL 1 100' -0" IKJ 4' - 0" 3' - 0 " 9' - 0 " APC-1bAPC-1a LEVEL 1 100' -0" I KJ APC-1aAPC-1a 9' - 0 " 3' - 0 " 17' - 7 3/8" LEVEL 1 100' -0" 9' - 0 " 3' - 0" APC-1a APC-1b LEVEL 1 100' -0" 1354 VM T.O. PRECAST 126' -0" 2 MS-1 TYPICAL PANEL 12' - 0" APC-2 SF-51 APC-2 ARCH PRECAST CONC. -GRAY (SAND-BLAST) APC-3 ARCH PRECAST CONC. -DARK GRAY (SAND-BLAST) MP-1 METAL PANEL (ACM) -DARK BRONZE EXTERIOR MATERIAL LEGEND MS-1 METAL SIDING -DARK BRONZE (PROFILED) MP-2 METAL PANEL (ACM) -BRONZE BB-1 BURNISHED BLOCK SMF-1 PREFINISHED MTL COPING APC-1a ARCH PRECAST CONC. -WHITE (FORM LINER) MS-2 METAL SIDING -ROOFTOP SCREEN APC-1b ARCH PRECAST CONC. -WHITE (ACID-ETCH) MS-2 METAL SIDING -ROOFTOP SCREEN Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:12:01 AM Author Checker 2514.01 A456 ENLARGED EXTERIOR ELEVATIONS ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS ISSUE # DATE DESCRIPTION A456 1/8" = 1'-0" 1 ENLARGED ELEVATION -PW ENTRY CANOPY 1 A456 1/8" = 1'-0" 2 ENLARGED ELEVATION -POLICE ENTRY CANOPY 3 A456 1/4" = 1'-0" 3 ENLARGED PLAN -POLICE ENTRY CANOPY A456 1/4" = 1'-0" 4 ENLARGED PLAN -PW ENTRY CANOPY A456 1/8" = 1'-0" 6 ENLARGED ELEVATION -POLICE ENTRY CANOPY 1 A456 1/8" = 1'-0" 7 ENLARGED ELEVATION -POLICE ENTRY CANOPY 2 A456 1/8" = 1'-0" 8 ENLARGED ELEVATION -PW ENTRY CANOPY 2 A456 1/8" = 1'-0" 5 ENLARGED ELEVATION -SOUTH COURTYARD 2 KEYNOTES - EXTERIOR ELEVATION EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. LEVEL 1 100' -0" FLEET ROOF 124' -0" VM MEZZ. 112' -2" ROLL CALL 1087 MOTHER'S ROOM 1081 TRAINING 1004 TRAINING 1005 SIGN SHOP 1268 WORK AREA 1032 STREETS SHOP 1267 FACILITIES SHOP 1265 MECHANICAL 1079EQUIP. STORAGE 1082 PW GARAGE 1247OPEN OFFICE 1231 VESTIBULE 1243 CIRCULATION C-15 CIRCULATION C-14 CIRCULATION C-2 CIRCULATION C-6 3 A501 4 A501 1 A502 2 A502 A551 1 A551 3 A551 2 A552 2 A551 6 A551 7 CDELRG T.O. FOOTING 96' -0" Q P O N M I H BFKJ R-1 R-3 R-2 FC-7FC-4 R-1 R-1 FC-5 LEVEL 1 100' -0" FLEET ROOF 124' -0" VM MEZZ. 112' -2" GARAGE 1096 FLEET MAINTENANCE 1251 PW GARAGE 1247 3 A501 4 A501 1 A502 2 A502 A552 4 A552 5 A552 6 A551 2 A552 2 T.W. PD 118' -0" ACDELRG T.O. FOOTING 96' -0" Q P O N M I H BFKJ R-1 R-3 R-1 R-3 1 A557 A556 2 A556 3 LEVEL 1 100' -0" 1 A501 2 A501 GARAGE 1096 SGT. OFFICE 1031 EVID. STOR. 1028 EVID. PROC. 1027 MAJOR CASE ROOM 1063 RANGE 1097 SGT. OFFICE 1033 DETECTIVE 1053 DUTY BAGS 1020 WORK AREA 1032 CIRCULATION C-4 D.T. STORAGE 1019 TEAM AREA C-12 CIRCULATION C-1 3 A502 A552 7 A552 1 T.W. PD 118' -0" 3 5 6 8 10 134 T.O. FOOTING 96' -0" 1197 12 R-2 R-1 FC-5 R-1 A552 8 A556 4 LEVEL 1 100' -0" 1 A501 VESTIBULE 1000 CORRIDOR 1008 SHARED ENTRY 1001 3 A502 A553 1 A553 2 T.W. PD 118' -0" 8 10 13 T.O. FOOTING 96' -0" 1197 12 7 A556 Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:12:16 AM Author Checker 2514.01 A501 BUILDING SECTIONS ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A501 1/16" = 1'-0" 1 BUILDING SECTION A A501 1/16" = 1'-0" 2 BUILDING SECTION B A501 1/16" = 1'-0" 3 BUILDING SECTION C A501 1/16" = 1'-0" 4 BUILDING SECTION D ISSUE # DATE DESCRIPTION 12/06/2022 DD SET LEVEL 1 100' -0" VM ROOF 120' -0" 1 A501 2 A501 PW GARAGE 1247 A555 6 A552 3 1 3 5 6 8 104 VM ROOF BRG. 124' -0" T.O. FOOTING 96' -0" 11972 4 A502 R-1 FC-7 R-1R-1 FC-7 A552 3 A552 3 A552 3 SIMREV REV A554 4 R-3R-3 LEVEL 1 100' -0" VM ROOF 120' -0" VM MEZZ. 112' -2" 1 A501 2 A501 FLEET MAINTENANCE 1251 WASH BAY 1250 A554 1 A554 2 A554 1 A554 2 1 3 5 6 8 104 VM ROOF BRG. 124' -0" T.O. FOOTING 96' -0" 11972 4 A502 R-2 PARKS SHOP 1263 STREETS SHOP 1267 UTILITIES SECURE STORAGE 1271 BULK FLUIDS, WASTE & SUPPLY 1255 TECHNICAL WORKSHOP 1254 MECHANIC'S OFFICE 1253 VEHICLE MAINTENANCE MEZZANINE M1251 R-2 A554 5 FC-5FC-7i R-3 LEVEL 1 100' -0" FLEET ROOF 124' -0" 3 A501 4 A501 PD LOBBY 1074 PW LOBBY 1201 BOOKING 1037 ADMIN 1070 SHARED ENTRY 1001 FLEX OFFICE 1210RECEPTION 1202 WORKSTATIONS 1203 CIRCULATION C-9 A554 3 T.W. PD 118' -0" ELRG T.O. FOOTING 96' -0" Q P O N M I H FKJ HOLDING (ACC.) 1039 R-1 FC-4 R-1 FC-4 A554 3 REV. A555 1 A555 2 A556 6 A556 5 LEVEL 1 100' -0" VM ROOF 120' -0" 1 A502 2 A502 ACDE VM ROOF BRG. 124' -0" VM T.O. PRECAST 126' -0" T.O. FOOTING 96' -0" B PW GARAGE 1247 BRINE MAKING & STORAGE 1249 WASH BAY 1250 R-1 R-2 A555 5A555 4A555 3 8" PC PLANK, SEE STRUC. FC-6 FC-7 FC-6i P12 Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2022 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T F O R C O N S T R U C T I O N CERTIFICATION BIM 360://2514-01 Rosemount Police & Public Works Facility/2514-01 Rosemount PD & Public Works_AI_2021.rvt 12/6/2022 9:12:25 AM Author Checker 2514.01 A502 BUILDING SECTIONS ROSEMOUNT POLICE & PUBLIC WORKS CAMPUS A502 1/16" = 1'-0" 1 BUILDING SECTION E A502 1/16" = 1'-0" 2 BUILDING SECTION F A502 1/16" = 1'-0" 3 BUILDING SECTION G ISSUE # DATE DESCRIPTION 12/06/2022 DD SET A502 1/8" = 1'-0" 4 BUILDING SECTION H \\wsbgvfiles01.wsbeng.local\projects\021932-000\Admin\Docs\20230104 Review Comments\PD PW Rosemount Site and Stormwater Management Review Combined - 01052023.docx 7 0 1 X E N I A A V E N U E S | S U I T E 3 0 0 | M I N N E A P O L I S , M N | 55 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M Memorandum To: Brian Erickson, City Engineer Jane Byron, Storm Water Specialist From: Bill Alms, PE Laura Pietila, EIT Jeff Pearson, PE Date: January 5, 2023 Re: Rosemount Police and PW Campus Site and Stormwater Management Review WSB Project No. 021932-000 We have reviewed the documents submitted for Rosemount Police and Public Works Campus provided by Stantec on December 6, 2022. Documents reviewed include: • 01 – 22_12.06 Rosemount PD & Public Works_DD Set – Civil.pdf • 02 – 22_12.06 Rosemount PD & Public Works_DD Set.pdf • 2022-1206 ROSEMOUNT STORMWATER REPORT.pdf Applicant should provide responses to each comment. We offer the following comments below. The comments have been updated to reflect discussions between the City of Rosemount, the design engineer, and WSB. Grading, Drainage, and Erosion Control Comments: 1. General a. Submit all permits once obtained. b. Plans shall be signed by a licensed engineer registered in the State of Minnesota. 2. Grading Plan a. Show/define access routes for maintenance purposes to all outlet control structures (8% maximum grade, 2% cross slope, a min. width of 10'). Turnarounds or paved trails would not be required. b. Label basin name, NWL, 100-year and snowmelt HWLs and storage volumes on the grading plan. c. A maximum of 4:1 slopes are recommended on basins above the NWL. The City of Rosemount will allow 3:1 side slopes above the NWL, but maintenance access to the outlet control structures must be maintained. d. Label retaining wall top and bottom elevations. e. In the southwest corner of the site, there appears to be a 4-foot difference between existing and proposed grades. For example, the 976 proposed contour is tying into an existing 973 contour. Revise grading. f. Clearly define the EOF routes from the basins with a flow arrow and an elevation. g. What is the purpose of the culvert under the building entrance from the east parking lot? Can the grades be shifted to slope towards the parking lot? 01/05/2022 Page 2 \\wsbgvfiles01.wsbeng.local\projects\021932-000\Admin\Docs\20230104 Review Comments\PD PW Rosemount Site and Stormwater Management Review Combined - 01052023.docx 3. Erosion Control Plan a. Submit a SWPPP. b. Provide inlet protection on the inlet connecting into 5034 MHST from the east (can be seen on aerials, not shown on plans). c. Temp Sedimentation Basin Overflow should be connected into City Storm Sewer vs overflowing onto adjacent property. Provide calculations on basin sizing and discharge rate. d. Detail Native Seeded buffer areas around ponds. e. Sod shall be installed in the boulevard adjacent to the curb and gutter. Stormwater Management Plan: 1. General Storm Sewer Design a. All lateral storm sewer facilities, including the roof drains, shall be designed to accommodate a 10-year rainfall event. Provide rational calculations. b. Inlets shall be designed so the maximum flow they receive is 3 cfs in the 10-year event. Please submit calculations that determine which low points, if any, have inadequate inlet capacity. Discretion will be taken when determining if the standard has been adequately addressed including if vehicles still can drive around the low point on hardscape. c. Minimum lateral pipe size shall be 15-inches. Minimum lateral pipe size of 12- inches may be considered with City Engineer approval and analysis of how the smaller pipe size impacts drainage. RCP is recommended under paved surfaces. Storm in ROW and connecting to Pond FES shall be RCP. d. Match pipe crowns at junction manholes to limit hydraulic head increase. e. Show rip rap at all pond outfalls. f. A three-foot sump catch basin or manhole is required within the parking area just prior to discharging to the basins. g. Provide the casting types on each structure. h. Place inlet flared end sections at the NWL or at a maximum of half the pipe diameter below the NWL. i. Combine the outfall points into the NURP ponds to reduce the number of maintenance points. Each apron is a maintenance point for rip rap, erosion, sedimentation, and the upstream sump structure. The design team should work to reduce the number of outfall locations on the site plan. 2. Water Quantity a. An orifice with a sluice gate (see City’s OCS detail) will need to be sized for 0.05 cfs/acre discharge for the tributary area or 6” minimum. Provide OCS details for OCS 169 and OCS 137. Regional OCS can be (and should be to the extent possible) consolidated prior to discharge point from the site provided that HWLs are matched across basins. b. Review slope of outfall pipe from North NURP Cell at 5% for discharge rates less than 10 FPS 3. Water Quality a. The post construction infiltration rate of the soil must be at least 2 times higher than the design infiltration rate but less than 8.3 inches per hour (https://stormwater.pca.state.mn.us/index.php?title=Guidance_for_amending_soil s_with_rapid_or_high_infiltration_rates). Based on this requirement, the 2 inch per hour design infiltration rate, verified with soil borings, is considered acceptable. 01/05/2022 Page 3 \\wsbgvfiles01.wsbeng.local\projects\021932-000\Admin\Docs\20230104 Review Comments\PD PW Rosemount Site and Stormwater Management Review Combined - 01052023.docx b. The infiltration surface area is inadequate for the total tributary area based on 1/12 of an acre-foot/acre/day of infiltration. Modify the basins to have an adequate bottom surface area. Basin side slopes can be considered up to the 2- year HWL if required. c. How will sediment from the proposed storage bin area be captured before runoff takes it to the adjacent pond? Suggest grading parking lot to pond and retain sediments on the surface to be swept up or include a robust sediment treatment device prior to discharge into BMP. d. Provide a spill containment plan for the fuel island to prevent pollution of the pond (e.g. route runoff to NURP cells prior to infiltration areas, install sumps with oil skimming devices, and provide shut off valves to isolate spills prior to infiltration areas). 4. Modeling and Drainage Areas a. Include 2-year, 2.5-inch, and 10-year HydroCAD results in addition to the 100- year and snowmelt events. b. Modify the secondary outlet from the North NURP basin in HydroCAD to match the plans. c. Modify the primary outlet from the South NURP basin in HydroCAD to match the plans. d. Provide a HydroCAD report or other calculations showing how the 2.5-inch rainfall volume was determined for the NURP calculations. 5. Pond Design a. Infiltration practices should include an observation well. Civil Site Review Comments: • Previous comments, shaded below for reference, have been addressed per the comment response letter dated 12/20/2022. Revised plans have not been received but based on the response letter, there are no additional Civil Site comments at this time. 1. Existing Conditions a. North sanitary sewer stub into site comes from existing MH. Revise stub location. 2. Site Plan a. Leader for keynote 2.9 near south gate not pointing to fence. b. Leader for keynote 2.10 near salt storage not pointing to gate. c. Provide truck maneuvering layout for front garage door entries at 38’ access. 3. Grading Plan a. Proposed grades along West/Southwest side of the project do not appear to tie into existing grade within the site. i. Add labels to existing contours west of property line. ii. Revise grading to tie in within the site. b. Minimum grade of open paved area is 1.0%. Revise grade near “future expansion area” currently at 0.8%. c. Revise EOF call out at front of building so that grade arrow for accessible stall and access is readable. 4. Utility Plan 01/05/2022 Page 4 \\wsbgvfiles01.wsbeng.local\projects\021932-000\Admin\Docs\20230104 Review Comments\PD PW Rosemount Site and Stormwater Management Review Combined - 01052023.docx a. Connections to existing 16” watermain should be by wet tap. b. Provide a gate valve on 8” watermain at connection to existing. c. Revise south watermain to use existing 8” stub instead of connecting to 16” main. Revise layout and internal hydrant leads accordingly. See markups on next page. d. Adjust north sanitary sewer connection per item #1.a. above. e. Call out invert elevations of respective pipes at all crossings between water, sanitary, and storm sewer.