## Planning Commission Agenda Wednesday, September 2, 2026 ## 6:30 PM ## City Council Chambers In accordance with Minnesota Statutes §13D.02 and City policy, Council and Commission members may attend meetings remotely up to three times per calendar year. (Times listed are approximate – please note that items may be earlier or later than listed on the agenda) 1. Call to Order ## 2. Roll Call 3. Approval of Agenda ## 4. Public Comment ## 5. Approval of Meeting Minutes a. Review of August 5, 2026 Minutes 6. Communications and Recognitions ## 7. Public Hearing a. A request by the City of Roseville to subdivide, re-guide, and rezone land related to the Civic Campus Master Plan that includes a portion of Veterans Park, 1145 Woodhill Drive, and 2719- 2737 Lexington Avenue for construction of a new Maintenance Operations Center (MOC) and a new license/passport center and a dance studio (LPCDS), including a Conditional Use to permit the expanded and new maintenance facilities on the north and south side of Woodhill Drive. 8. Business ## 9. Commission Direction on Member Initiated Agenda Items 10. Adjourn Page 1 of 54 ## REQUEST FOR COMMISSION ACTION Date: 9/2/2026 Item No.: 5.a. ## Department Approval Agenda Section ## Approval of Meeting Minutes ## Item Description: Review of August 5, 2026 Minutes Page 1 of 1 1 2Application Information 3n/a 4 5Background 6n/a 7 8Staff Recommendation 9n/a 10 ## 11Requested Planning Commission Action 12Review the August 5, 2026 minutes and make a motion to approve subject to requested corrections. 13 14Alternative Actions 15n/a 16 Prepared by: ## Attachments: 1. August 5, 2026 Minutes 17 Page 2 of 54 ## Planning Commission Regular Meeting ## City Council Chambers, 2660 Civic Center Drive Draft Minutes – Wednesday, August 5, 2026 – 6:30 p.m. 1. Call to Order 1 Vice-Chair Aspnes called to order the regular meeting of the Planning Commission 2 meeting at approximately 6:30 p.m. and reviewed the role and purpose of the Planning 3 Commission. 4 5 2. Roll Call 6 At the request of Vice-Chair Aspnes, City Planner Thomas Paschke called the Roll. 7 8 ## Members Present: Vice-Chair Pamela Aspnes, and Commissioners Steve Cyra, 9 ## Allison Jensen, Rose Lindsay, Erin Lynch, and Ben Schaefer 10 11 ## Members Absent: Chair Erik Bjorum 12 13 ## Staff Present: City Planner Thomas Paschke, Community Development Director 14 ## Janice Gundlach, and Sustainability Specialist Noelle Bakken 15 16 3. Approve Agenda 17 18 ## MOTION 19 Member Jensen moved, seconded by Member Schaefer, to approve the agenda as 20 presented. 21 22 Ayes: 6 23 Nays: 0 24 Motion carried. 25 26 4. Public Comment 27 28 5. Review of Minutes 29 30 ## a. July 1, 2026, Planning Commission Regular Meeting 31 32 ## MOTION 33 Member Lindsay moved, seconded by Member Lynch, to approve the July 1, 34 2026, meeting minutes. 35 36 Ayes: 6 37 Nays: 0 38 Motion carried. 39 40 6. Communications and Recognitions 41 Page 3 of 54 ## Regular Planning Commission Meeting Minutes – Wednesday, August 5, 2026 Page 2 42 7. Public Hearing 43 44 8. Business 45 46 a. Evaluate Roseville’s EVCS and EVSE (Electric Vehicle Charging) Requirements 47 ## for New Parking Areas 48 ## Community Development Director Janice Gundlach reviewed the commission’s 49 continued evaluation of Roseville’s electric vehicle charging requirements, which 50 began after Commissioner Cyra requested a review following two variance 51 applications. Staff had compared the city’s ordinance with requirements in other 52 communities, Roseville’s sustainability goals, and anticipated Minnesota State 53 Building Code provisions. Because future state requirements would eventually 54 supersede Roseville’s ordinance, the commission previously favored making a limited 55 interim adjustment rather than undertaking a major rewrite. Staff therefore focused on 56 broadening the existing exemption, which currently allows reductions when 57 compliance costs exceed 5 percent of the total project cost. She explained that staff 58 was considering lowering that threshold and adding a second exemption based on the 59 percentage of a project’s electrical capacity needed to support the required charging 60 infrastructure. 61 62 Ms. Gundlach explained that staff had contacted developers and contractors working 63 on current Roseville projects to obtain real-world cost and electrical-capacity 64 information before recommending specific percentages. The proposed exemption 65 would apply to qualifying developments regardless of use, although most concerns 66 had involved private employment-based projects. She noted that the Dick’s Sporting 67 Goods variance was an unusual circumstance because the tenant agreement had been 68 negotiated before the city adopted the ordinance. Applicants seeking a reduction 69 would still be required to provide supporting documentation, and approval would 70 depend on the specific project circumstances. Staff could administratively approve 71 reductions for projects not otherwise requiring City Council action. In contrast, 72 reductions associated with projects requiring Council approval would be incorporated 73 into that approval rather than processed as separate variances. 74 75 Commissioner Cyra supported including electrical capacity as a basis for an 76 exemption. He asked staff to obtain information from the recent Hempel Real Estate 77 variance showing the electrical capacity required for the approved charging 78 equipment compared with the total capacity required for the development. He 79 believed that information could provide a useful data point when determining the 80 percentage to place in the ordinance. 81 82 Ms. Gundlach agreed to request the Hempel information and return with it along with 83 the other feedback staff received. 84 85 Commissioner Jensen appreciated the provision specifying that a reduction could not 86 result in the complete elimination of EVSE or EVCS parking spaces or equipment. 87 She wanted to ensure that developments receiving reductions would still make a 88 Page 4 of 54 ## Regular Planning Commission Meeting Minutes – Wednesday, August 5, 2026 Page 3 meaningful contribution toward supporting electric vehicles, particularly while the 89 city waited for the state to complete its new requirements. 90 91 Ms. Gundlach confirmed that no qualifying development would be permitted to 92 reduce its requirement to zero. Every affected project would remain responsible for 93 installing some charging equipment or infrastructure capable of supporting future 94 charging stations. She explained that complete elimination would be inconsistent with 95 Roseville’s Comprehensive Plan, future comprehensive planning efforts, and the 96 ## recently adopted Climate Equity Action Plan. 97 98 Commissioner Lindsay also supported retaining language preventing the complete 99 elimination of electric vehicle charging requirements. She supported including both 100 the project-cost and electrical-capacity provisions and appreciated staff’s effort to 101 obtain information from developments currently underway before recommending 102 final percentages. 103 104 Ms. Gundlach reported that staff had not identified similar exemption provisions in 105 the electric vehicle ordinances reviewed from other Minnesota communities. 106 Roseville’s proposed approach could therefore be somewhat unique. She suggested 107 that, if the exemption worked effectively, other communities might eventually 108 consider similar provisions when addressing unexpectedly high electrical or 109 infrastructure costs. 110 111 Vice-Chair Aspnes referred to a recent discussion she heard regarding the market for 112 electric vehicles and the increasing availability of used electric vehicles. She noted 113 that demand for new electric vehicles appeared relatively flat following changes to 114 federal purchase incentives but that the market for used electric vehicles could 115 increase as existing vehicles aged and became available for resale. 116 117 Sustainability Specialist Noelle Bakken explained that electric vehicle adoption had 118 generally increased year over year since approximately 2020 or 2021, although 119 growth had flattened somewhat during recent quarters. She noted that high gasoline 120 prices could influence consumer interest and that an increasing number of electric 121 vehicles were coming off leases, providing consumers with more affordable used 122 options. She anticipated that demand could continue increasing as the market 123 adjusted. 124 125 Vice-Chair Aspnes noted that Roseville’s ordinance had been in effect for only 126 approximately three years and asked whether developments other than the two 127 projects receiving variances had been subject to the requirements without seeking a 128 variance. 129 130 Ms. Gundlach explained that the ordinance applied only when a development had at 131 least 30 parking stalls. Because Roseville was a fully developed community, projects 132 large enough to trigger the requirement occurred less frequently than they might in 133 developing outer-ring suburbs. She noted that multifamily developments had 134 generally had little difficulty complying because charging infrastructure was 135 Page 5 of 54 ## Regular Planning Commission Meeting Minutes – Wednesday, August 5, 2026 Page 4 increasingly expected by residents and the housing market. Concerns had primarily 136 arisen on the nonresidential side, particularly with employment-based developments. 137 138 Ms. Bakken added that the anticipated state requirements would not distinguish 139 between residential and commercial developments. Roseville’s existing commercial 140 requirements were generally consistent with what the state was proposing, while the 141 city’s residential requirements were considerably higher. Those residential provisions 142 would therefore need to change once the state requirements became controlling. 143 144 Commissioner Lynch asked when the state requirements were expected to be adopted. 145 146 Ms. Gundlach explained that the revised State Building Code remained a moving 147 target but that she had heard the new requirements could be adopted during the first 148 quarter of 2027. Because the requirements would be new, she anticipated 149 approximately 12 months for the development and construction industries to adjust 150 before full enforcement. She estimated that the new requirements might not have their 151 full practical effect until approximately the middle or latter part of 2028. 152 153 Ms. Gundlach concluded that staff would continue gathering project-cost and 154 electrical-capacity information, obtain additional information concerning the Hempel 155 development, and refine the proposed exemption language. Staff would return to the 156 commission with the additional information and proposed percentages before 157 bringing forward a formal ordinance amendment. 158 159 The commission expressed general support for the direction presented. The 160 conceptual proposal would allow reductions based upon documented project costs or 161 electrical-capacity constraints while prohibiting the complete elimination of required 162 charging infrastructure. 163 164 ## 9. Commission Direction on Commission Member Initiated Agenda Items 165 166 10. Adjourn 167 168 ## MOTION 169 Member Schaefer, seconded by Member Cyra, to adjourn the meeting at 6:56 170 p.m. 171 172 Ayes: 6 173 Nays: 0 174 Motion carried. 175 176 177 Page 6 of 54 ## REQUEST FOR COMMISSION ACTION Date: 9/2/2026 Item No.: 7.a. ## Department Approval Agenda Section ## Public Hearing Item Description: A request by the City of Roseville to subdivide, re-guide, and rezone land related to the Civic Campus Master Plan that includes a portion of Veterans Park, 1145 Woodhill Drive, and 2719-2737 Lexington Avenue for construction of a new Maintenance Operations Center (MOC) and a new license/passport center and a dance studio (LPCDS), including a Conditional Use to permit the expanded and new maintenance facilities on the north and south side of Woodhill Drive. Page 1 of 9 1 2Application Information 3Applicant: City of Roseville 4Location: Civic Campus, located generally at the NW and SW corners of Lexington Avenue & Woodhill 5Drive 6Application Submission: August 11, 2026 7City Action Deadline: October 10, 2026 - CP, Rezoning, CU; January 8, 2027 - plat 8Zoning: Neighborhood Mixed-Use (MU-1) and Park and Recreation (PR) 9 10Background Land Use Context Existing Land Use Land Use Guiding Zoning Classification ## Site Veterans Park, VFW, multi-tenant commercial center, existing maintenance facility ## Park/Open Space, ## Neighborhood Mixed- ## Use, and Institutional Park and Recreation (PR) ## Neighborhood Mixed-Use (MU-1), and Institutional ## (INST) ## North The Lexington Apartments and ## Townhomes, Veterans ## Park ## High Density ## Residential ## High Density Residential ## (HR) ## South Civic Center Campus, City ## Hall ## Institutional Institutional (INST) ## West Low Density Residential, ## Roseville Skating Center ## and John Rose Oval ## Low Density Residential and ## Institutional ## Low Density Residential (LDR) and Institutional ## (INST) ## East Low Density Residential, ## Fire Station ## Low Density Residential and Institutional ## Low Density Residential (LDR) and Institutional ## (INST) 11 12In 2017, the City completed a Maintenance Facility Needs Analysis that identified space needs for a new 13Maintenance Operation Center (MOC). In 2019, the City commissioned a City Campus Master Plan that 14developed a framework for long-term phased investment and redevelopment of the City’s Civic Campus. 15In 2022, the City completed a Pre-Design Study that focused on phasing and cost for a new License 16Passport Center and dance studio (LPCDS) and new MOC. In 2024, voters in Roseville approved a local 17option sales tax to fund the MOC. The vote to use sales tax to fund the LPCDS did not pass, so in 2025 Page 7 of 54 Page 2 of 9 18the city performed a Civic Campus Update study. This study looked at different options that considered 19re-use of parts of the existing city campus buildings to save costs and to reduce impacts to Veterans 20Park, the VFW, and neighboring residents. 21 22After consideration of multiple options, the City Council ultimately approved advancing what has become 23known as Option C. This includes a new 2-story LPCDS north of Woodhill Drive that would share an 24expanded parking lot with the VFW and split the MOC on both the north and south side of Woodhill 25Drive. Parts of the existing maintenance facility south of Woodhill Drive would be demolished and the 26newer, 2003 portion would be remodeled and expanded. This option includes demolition of the 27Lexington Shoppes commercial multi-tenant space to make way for a new MOC yard, storage building, 28storage bins, and fuel system all to be constructed on the north side of Woodhill Drive. 29 30In 2025, LHB Architects and Kraus Anderson were hired by the City to design and construct the new 31Civic Campus project. The project design was modified from the previous studies to include a one-story 32LPCDS. The results of this design process require the City to purchase a portion of the VFW site and 33repurpose a portion of Veterans Park for the LPCDS, creating a need to replat the property. Finally, the 34applicable zoning and land use guide plan designations must be amended to align with the project’s 35boundaries. 36 ## 37Land Use Requests 38The proposal by the City of Roseville consists of a subdivision of the land encompassing the VFW and a 39small portion of Veterans Park from two lots to three lots; a Comprehensive Land Use Map Change and 40subsequent Rezoning from Neighborhood Mixed-Use (existing commercial multi-tenant center, portion of 41VFW) and Park and Recreation (westerly portion of Veterans Park) to Institutional in support of the new 42MOC and LPCDS. The proposal also requires a Conditional Use to allow operation of a maintenance 43facility within the Institutional zoning district for the new and expanded maintenance facility to operate on 44the entirety of the civic campus (both north and south of Woodhill Drive). The VFW will remain on a 45slightly smaller lot and retain its existing Neighborhood Mixed-Use zoning of MU-1. See Attachment 3 for 46the project narrative and proposed plans. 47 48Subdivision Request 49The subject site is a collection of four areas of land: Lot 9, Block 1, The Lexington; Lot 1, Block 2, The 50Lexington; the publicly dedicated park lot in The Lexington; and a previously unplatted parcel between 51the aforementioned Lot 9 and Lot 1. The bulk of the park lot, lying to the north of the northern boundaries 52of Lot 9 and Lot 1, will not be included in the proposed Roseville Civic Center preliminary plat. The 53approximately 2.4-acre Roseville Civic Center preliminary plat will have one lot for the VFW and one lot 54for the LPCDS facility, and will include the previously unplatted parcel noted above, Lot 9, Lot 1, and that 55portion of the park lot, which is in line with these other three areas (see Attachment 4). 56 57Legislative Authority 58When considering subdivision requests, the role of the City is quasi-judicial; to determine the facts 59associated with a particular proposal and apply those facts to the legal standards contained in the 60ordinance and relevant state law. In general, if the facts indicate the application meets the relevant legal 61standards and will not compromise the public health, safety, and general welfare, then the applicant is 62likely to be entitled to the approval. The City is, however, able to add conditions to a subdivision 63approval to ensure that potential impacts on parks, schools, roads, storm sewers, and other public 64infrastructure on and around the subject property are adequately addressed. Subdivisions may also be 65modified to promote public health, safety, and general welfare, and to provide for the orderly, economic, 66and safe development of land, and to promote housing affordability for all levels. 67 68Public Hearing 69The purpose of the public hearing for such an application is to consult the public; it is an opportunity for 70the public to learn the relevant facts about the proposal, ask clarifying questions, and provide input 71pertaining to the relevant facts as well as the analysis of the facts presented by City staff. 72 Page 8 of 54 Page 3 of 9 ## 73Preliminary Plat Analysis 74Detailed plans supporting the proposed Roseville Civic Center preliminary plat are included with this 75RPCA. Be advised the extent of the plat boundaries does not fully encompass the entirety of the Civic 76Campus' expansion as the MOC north and MOC south are outside the plat boundaries. 77 78Proposed Lots 79There are no minimum dimensional standards for lots in the Institutional or Neighborhood Mixed-Use 80Districts. 81 82Setbacks 83Building setbacks and orientations are not specifically reviewed and approved as part of a plat 84application, but the new and existing building footprints on proposed Lots 1 and 2 represented in the 85preliminary development plans appear largely to conform to the pertinent requirements. Any proposed 86setback from the property boundaries must either conform to the standards or gain approval of a 87variance to allow a nonconforming condition. 88 89Utilities and Storm Water 90These plans are being developed as part of the civic center redevelopment project, and are included 91with this RPCA as Attachment 5. Please note that only the utility, grading and electrical plans for the 92LPCDS are included in Attachment 5 as the MOC (north and south) are being constructed on land that is 93outside the proposed plat boundaries. Utility, grading and electrical plans for the north and south MOC 94have been developed but are not technically a component of the preliminary plat plans. 95 96Tree Preservation 97City projects are exempt from the requirements of Section 1011.04 Tree Preservation and Restoration in 98All Districts. Although several trees will be removed as a component of each of the three projects, each, 99including the VFW, includes the installation of trees and shrubs consistent with the standards set forth in 100Section 1011.03 Landscape and Screening in All Districts. 101 102Park Dedication 103This request would typically entail park dedication, which is a process reviewed by the Parks and 104Recreation Commission, who advances a recommendation to the City Council, which is included as a 105condition of subdivision approval. Given the applicant is the City and property owner, a park dedication 106requirement will not be considered as part of the land use process. 107 ## 108Comprehensive Land Use Plan and Zoning Map Changes 109City-initiated Comprehensive Plan and Official Zoning Map changes undergo the same open house and 110public hearing process as non-City-initiated map changes. They require a recommendation by the 111Planning Commission, with Comprehensive Land Use Plan changes requiring an affirmative vote of at 112least 5/7ths of the Planning Commission’s total membership. 113 114Legislative Authority 115Actions taken on the Comprehensive Plan Land Use Map and Rezoning changes are legislative; the City 116has broad discretion in making land use decisions based on advancing the health, safety, and general 117welfare of the community. 118 119Open House 120On July 15, 2026, the City of Roseville and the project consultant held the required Open House meeting 121to discuss with those in attendance the overall project and desired end-use for the subject property. 122Eight members of the community attended the meeting asking a variety of questions and stating 123concerns regarding dust, noise, and increased traffic impacts. A summary of the Open House can be 124found in Attachment 6, along with an email from an adjacent resident indicating concern for the 125proposed location and its potential impact on the neighborhood. The summary of the open house was 126mailed to all attendees, which is required by the Zoning Code and a component of the application 127submittals. Page 9 of 54 Page 4 of 9 128 ## 129Comprehensive Plan Change Analysis 130Based on the proposed subdivision, Lot 1 would be re-guided from Park/Open Space and Neighborhood 131Mixed-Use to Institutional. The property located at 2719-2737 Lexington Avenue property is proposed to 132be re-guided from Neighborhood Mixed-Use to Institutional. The remaining VFW property, Lot 2 of the 133proposed subdivision, would remain Neighborhood Mixed-Use (See Attachment 7). 134 135As stewards of the Comprehensive Plan, staff have been advancing specific goals, policies, and 136strategies contained within the Land Use Chapter of the Plan since its last update in 2019. Similarly, 137when developments come forward seeking guidance concerning the Comprehensive Plan, staff work 138with these individuals on whether a proposed project advances any goals and/or strategies of the Plan. 139In the case of this project and historical actions taken by the City leading up to it, the existing strip mall 140and portion of Veterans Park need to be changed to Institutional to support development of the 141expanded and new MOC and LPCDS facilities. 142 143With that said, the Planning Division has included below two such goals and their strategies that align 144well with the proposal to change the current land use guiding and zoning: 145 146Goal — Create regulations that allow renovation and redevelopment of spaces that could be 147used to support a variety of small businesses. 148Strategies: 149Promote and support the redevelopment of physically and economically obsolete or underutilized 150property. 151Revise the commercial zoning districts to reflect the mixed-use development priorities expressed in 152this Plan. 153 154Goal — Create an attractive, vibrant, and effective city with a high quality of life by implementing 155placemaking principles in the design and management of the public realm. 156Strategies: 157Create design standards for both vertical and horizontal mixed-use developments, not only that the 158uses are compatible, but so that the scale, mass, and feel of new development enhances the desired 159community character. 160 161The request by the City to reguide land to the Institutional land use classification will ensure the uses 162(MOC and LPCDS facilities) align with the intended purpose of the land use guiding classifications for 163civic, school, library, church, and similar uses. Therefore, Planning Division staff support the proposed 164Comprehensive Plan land use map change from Park/Open Space and Neighborhood Mixed-Use to 165Institutional. 166 ## 167Zoning Map Change Analysis 168It is required that the City’s official Zoning Map aligns with the Comprehensive Plan’s land use guide 169plan map. Given staff’s support to change the land use guide plan map to Institutional, Planning Division 170staff supports the rezoning of the Lot 1 from Neighborhood Mixed-Use (MU-1) and Parks and Recreation 171(PR) to Institutional (INST) District. Staff also supports the rezoning of 2719-2737 Lexington Avenue 172from Neighborhood Mixed-Use (MU-1) to Institutional (INST). The VFW, proposed Lot 2, would remain 173MU-1 (See Attachment 8). 174Therefore, if the Comprehensive Plan change is supported and recommended for approval by the 175Planning Commission, the requested Zoning Map change becomes a procedural step to ensure the 176zoning map continues to be “consistent with the guidance and intent of the Comprehensive Plan” as 177required in City Code §1009.04 (Zoning Changes). 178Special or Object-Oriented Buildings – City Code 1007.02 (8) 179The City also seeks approval of the new and expanded buildings under the “special or object-oriented Page 10 of 54 Page 5 of 9 180buildings” provision of Section 1007.02(8). Special or Object-Oriented Buildings are defined below: 181 182Special or Object-Oriented Buildings: In some cases, a uniquely designed building may be proposed 183that is considered outside of these stated Standards due to its purpose, use, design, and/or 184orientation (e.g. memorial, special civic function, etc.). If such a building is proposed, then it may be 185considered independently of these Standards and would be subject to approval by the City Council. 186Beyond ensuring the use aligns with the purpose and intent of the Institutional land use guiding and 187zoning classification, the MOC, LPCDS, and existing/expanded maintenance facilities have unique 188needs in terms of their operations, public access, building design, and security that do not necessarily 189allow full adherence to all the design standards in Section 1007.02. 190 191The existing Civic Campus encompasses the following public amenities: Roseville City Hall, Roseville 192Police Department, Memorial Park, John Rose Oval and Roseville Ice Arena, Roseville Public Works 193and Maintenance Facility, Roseville Fire Station, and Veterans Park. There is also a commercial multi- 194tenant center that includes a convenience and fuel station, dance studio, the Roseville Passport Center 195and the Roseville License Center. 196 197As the expansion needs of the Civic Campus were considered, the City engaged a stakeholder group 198that included city staff, the project architect, adjacent property owners, and the VFW to seek input on the 199overall design of the project. Three meetings were held and the feedback from these meetings 200emphasized the need to minimize impacts on the adjacent properties with the overall project’s design. 201Specifically, the MOC facility adjacent to the VFW will be designed to have a green wall on the west side 202facing the VFW to reduce sound and to be visually appealing. The north MOC site operations will be fully 203screened from adjacent properties. Screening has been accomplished by locating the buildings on the 204perimeter of the site, including the cold storage building, salt shed and wash bay. The LPCDS building is 205placed in a manner to provide adequate buffering for the residential uses to the west. Additionally, 206walls/fences and landscaping will provide additional screening for adjacent uses. 207 208The following is an abbreviated summary of the major design standards and whether the buildings 209and/or new structures comply with the institutional standard, partially comply with the institutional 210standard, or seek approval as a special or object-oriented building. The table below notes partial 211compliance for many of the standards, especially as it relates to the LPCDS. The LPCDS building, 212based on overall use, can practically meet many of the institutional standards, yet areas noted as partial 213compliance were either in direct response to mitigating concerns of the residential neighborhood to the 214west or in service of its existence within a larger city campus. The MOC, because of the nature of how 215this building is used, is the exact reason for a special or object-oriented provision within the Institutional 216zoning district standards. ## Standard Institutional ## (LPCDS/MOC) ## Special/Object-Oriented ## Building placement Yes/partial Yes ## Entrance orientation No/no Yes ## Vertical façade articulation Partial/no Yes Horizontal façade articulation ## Partial/no Yes Window and door openings Partial/no Yes Page 11 of 54 Page 6 of 9 217 218For the reasons outlined above, the Planning Division has reviewed the proposed plans and supports 219the existing and expanded buildings to be approved as “special or object-oriented buildings” conditioned 220upon adherence to the plans provided as part of this Request for Planning Commission Action. 221 ## 222Conditional Use Analysis 223Zoning Code Section 1007.03, Table of Allowed Uses, lists “maintenance facility” as a conditional use 224within the Institutional zoning district. As such, a Conditional Use approval is required for the proposed 225MOC north site and for the existing, expanded maintenance facility on the existing City Campus (south 226of Woodhill Drive). The north MOC site will be used for vehicle storage, vehicle fueling and material 227storage related to parks and public works operations. These operations currently occur at the existing 228Maintenance Facility located on the south side of Woodhill Drive, which is already zoned Institutional. 229The south MOC will include vehicle storage, vehicle maintenance, miscellaneous workshop space 230(parks, utilities, streets, signs, carpentry) and office space. The proposed south MOC does not entail 231outside yard use, or outside storage or fuel. 232 233Legislative Authority 234When considering Conditional Use requests, the role of the City is quasi-judicial; to determine the facts 235associated with a particular proposal and apply those facts to the legal standards contained in the 236ordinance and relevant state law. In general, if the facts indicate the application meets the relevant legal 237standards and will not compromise the public health, safety, and general welfare, then the applicant is 238likely to be entitled to the approval. The City is, however, able to add conditions to a Conditional Use 239approval to ensure that potential impacts on parks, schools, roads, storm sewers, and other public 240infrastructure on and around the subject property are adequately addressed. 241 242Conditional uses include specific and general standards that must be considered. For maintenance 243facilities, there are no specific standards to consider. Review of General Conditional Use Criteria: 244§1009.02.C of the Zoning Code establishes general standards and criteria for all conditional uses, which 245the Planning Commission and City Council must determine compliance with those stated findings. The 246Planning Division’s review of these criteria is as follows: ## Materials Partial/partial Yes ## Four-sided design Partial/no Yes ## Maximum building length Partial/no Yes Garage doors and loading docks N/A / yes -- Rooftop equipment Yes -- Dimensional standards Yes -- Improvement area Yes -- Surface parking Yes -- Parking placement Yes -- Page 12 of 54 Page 7 of 9 247 248The proposed use is not in conflict with the comprehensive plan. 249While the construction of a maintenance facility does not appreciably advance the goals of the 250Comprehensive Plan aside from facilitating continued investment in a property, Planning Division 251staff believe it also does not conflict with the Comprehensive Plan. Moreover, the General and 252Commercial Area Goals and Policies sections of the Comprehensive Plan include several policies 253related to reinvestment and reuse of existing facilities. The proposed improvements and expansions 254of the MOC are necessary functions of the city campus operations. 255The proposed use is not in conflict with a Regulating Map or other adopted plan. 256The new and expanded MOC are not in conflict with such plans because none apply to the property. 257The proposed use is not in conflict with any requirements of this Code. 258While the new and expanded MOC will be considered special or object-oriented buildings under the 259Institutional District Design Standards, these buildings adhere to many of the general design 260standards, as well as include enhancements that align with the existing City Campus. Therefore, the 261new and expanded MOC have been determined to not be in conflict with any requirements of the 262zoning code. 263The proposed use will not create an excessive burden on parks, streets, and other public facilities. 264Neither the expansion of the existing maintenance facility, nor construction of the new MOC located 265on the north side of Woodhill Drive will create negative impacts on public streets or infrastructure. 266Maintenance vehicles already utilize Woodhill Drive, so overall traffic changes will be minimal with 267the expanded and new buildings. The expanded MOC will allow the city to perform its maintenance 268operations more efficiently by having city vehicles stored in one central location. Although the overall 269project encompassing the MOC (and need for a conditional use) results in the park being reduced in 270size, the project includes upgrades to the park consisting of a new softball field, basketball courts 271and a new playground. Therefore, it has been determined the new and expanded MOC will not 272create an excessive burden on parks, streets, or other public facilities. 273The proposed use will not be injurious to the surrounding neighborhood, will not negatively impact traffic 274or property values, and will not otherwise harm the public health, safety, and general welfare. 275Between the Civic Campus Pre-Design study and the Civic Campus Updated study, the city modified 276the originally adopted Civic Campus plan to reduce the impact on adjacent neighbors. The original 277plan included moving the entire MOC north of Woodhill Drive. This would have eliminated all of 278Veterans Park and required the VFW to be relocated. The updated plan reduces the impact on the 279park significantly, retains the VFW in its current location, and keeps a large portion of the MOC south 280of Woodhill Drive in its current location. As part of the project, three stakeholder meetings were 281conducted. These included adjacent property owners and the VFW. Based on feedback from the 282meetings, the project was designed to minimize impact on the adjacent properties, the ways of which 283have been described in greater detail in the preceding sections of this report. Lastly, beyond the 284design elements already discussed, the project will also enhance pedestrian connections within the 285neighborhood. As part of this project, a sidewalk will be fully constructed on the north side of 286Woodhill between Civic Center Drive and Lexington Avenue. Additionally, a trail will be constructed 287on the south side of Woodhill between Civic Center Drive and Lexington Avenue. The city will 288expand this trail in the future (likely 2031) all the way to Hamline Avenue. 289Based on the above conditional use analysis, it has been determined the proposed MOC will not be 290injurious to the surrounding neighborhood, will not negatively impact traffic or property values, and will Page 13 of 54 Page 8 of 9 291not otherwise harm public health, safety, and general welfare. Therefore, staff would recommend 292approval. 293 294Staff Recommendation 295Based on the analysis and findings within the report, the Planning DIvision recommends the Planning 296Commission take the following actions: 2971. Recommend approval of the preliminary plat, and 2982. Recommend approval of the Comprehensive Land Use Map change, and 2993. Recommend approval of the Official Zoning Map change, and 3004. Recommend approval of the Conditional Use for the proposed MOC and existing, expanded 301maintenance facility, and 3025. Recommend approval of the Civic Campus buildings as Special or Object-Oriented Buildings. 303 304 ## 305Requested Planning Commission Action 306The Planning Division recommends the following actions by the Planning Commission as it pertains to 307the requests by the City of Roseville: 308 309Based on community and neighborhood comments, and Planning Commissioner input, staff 310recommends the following: 3111. By Motion, recommend to the City Council approval of the Roseville Civic Campus plat 312creating Lot 1, Block 1, the developable lot for the future LPCDS and Lot 2, Block 1, the 313revised property for the VFW, based on the content of this RPCA, public input, and Planning 314Commissioner deliberation. 3152. By Motion, recommend to the City Council approval of the proposed amendments to 316the 2040 Comprehensive Plan Future Land Use Map re-guiding the property at 2119-2737 317Lexington Avenue (PIN 032923440032) from Neighborhood Mixed-Use to Institutional and 318portions of 1145 and 1135 Woodhill Drive or Lot 1, Block 1, of the Roseville Civic Center plat 319(westerly portion of 1145 Woodhill Drive - PIN032923440033 and the southwesterly portion of 320Veterans Park - PIN 032923440025) from Neighborhood Mixed-Use and Park and Open 321Space to Institutional, based on the content of this RPCA, public input, and Planning 322Commissioner deliberation. 3233. By Motion, recommend to the City Council approval of the proposed amendments to 324the Official Zoning Map rezoning the property at 2119-2737 Lexington Avenue (PIN 325032923440032) from Neighborhood Mixed-Use (MU-1) District to Institutional (INST) District 326and portions of 1145 and 1135 Woodhill Drive or Lot 1, Block 1, of the Roseville Civic Center 327plat (westerly portion of 1145 Woodhill Drive - PIN032923440033 and the southwesterly 328portion of Veterans Park - PIN 032923440025) from Neighborhood Mixed-Use (MU-1) and 329Park and Recreation (PR) to Institutional (INST), based on the content of this RPCA, public 330input, and Planning Commissioner deliberation. 3314. By Motion, recommend to the City Council approval of a Conditional Use for the 332existing, expanded maintenance facility on the south side of Woodhill Drive and the 333new MOC on the north side of Woodhill Drive, based on the content of this RCPA, public 334input, and Planning Commissioner deliberation. 3355. By Motion, recommend to the City Council approval of the buildings as Special or 336Object-Oriented Buildings under the Design Standards of Section 1007.02(8) for both 337the existing and expanded maintenance facility, the new MOC and the LPCDS, based on the 338content of this RPCA, public input, and Planning Commissioner deliberation. 339 Page 14 of 54 Page 9 of 9 340 341Alternative Actions 342Pass a motion to table an item or items for future action. An action to table consideration of the 343requests must be based on the need for additional information or future analysis to reach a decision. 344Given the City is the applicant, tabling will assume an extension of the 60-day action deadline 345established in Minn. Stat. 15.99. 346 347Adopt a resolution denying the requested Comprehensive Plan Land Use Map change, Official 348Zoning Map change, Preliminary Plat, and/or the Conditional Use. A denial must be supported by 349specific findings of fact based on the Planning Commission's review of the application, applicable 350comprehensive plan and zoning code items, and the public record. 351 352 Prepared by: ## Thomas Paschke, City Planner ## Bryan Lloyd, Senior Planner ## Attachments: ## 1. Atlas Location Map ## 2. Project Site Aerial Photo ## 3. Project Narrative and Plans ## 4. Preliminary Plat ## 5. Preliminary Plat Plans ## 6. Open House Summary ## 7. Existing and Proposed Comp Plan Maps ## 8. Existing and Proposed Zoning Classifications 353 Page 15 of 54 ## WOODHILL DR ## FERNWOOD ST ## FERNWOOD ST ## LEXINGTON AVE N ## JUDITH AVE ## GRIGGS ST ## WOODHILL DR ## CHURCHILL ST ## C ## I ## V ## I ## C ## C ## E ## N ## T ## E ## R ## D ## R ## Veteran's ## Park ## Howard Johnson ## Park 2775 2755 2765 2777 2793 2801 2785 2800 2792 2778 2770 2762 2756 2750 2744 2736 2730 2724 2718 1145 2755 2747 2735 2725 1225 2724 2730 2736 2744 2750 2756 2762 2772 2780 2777 2769 2761 2755 2749 2743 2735 2729 2723 2717 2791 2799 2798 2788 2765 2775 2781 2787 2799 2713 2661 1140 2701 2719- 2737 2791 2797 2797 2796 2790 2680 2700 2728 2734 2740 2748 2756 2787 2763 2757 2749 2741 1059 2726 2730 2740 2744 2748 2750 2764 2772 2778 2779 2777 2763 2753 2751 2745 2737 2731 2723 1051 1135 2729 2721 2717 2789 2791 1095 ## Data Sources ## * Ramsey County GIS Base Map (7/20/2026) For more information regarding the contents of this map contact: ## City of Roseville, Community Development Department, ## 2660 Civic Center Drive, Roseville MN ## Disclaimer The maps provided by the City of Roseville are compilations of records, information and data from various sources, and they are to be used for reference purposes only. The City does not warrant or guarantee that the Geographic Information Systems (GIS) data or maps are complete, current, or accurate. The data is offered “as is” and the City of Roseville does not represent that the GIS data can be used or is accurate for legal, navigational, or any purposes requiring exacting measurement of distance or direction or precision in the depiction of geographic features. Pursuant to Minnesota Statutes, Section 466.03, Subdivision 21, the City of Roseville disclaims any liability for claims based on alleged or actual inaccuracies in the GIS data or maps. For more information, please contact 651-792-7044. ## Site Location Prepared by: ## Community Development Department Printed: August 25, 2026 0 50 100 150 ## Feet ## Location Map ## L ## Attachment 1: Planning File 26-010 Page 16 of 54 ## LEXINGTON AVE N ## JUDITH AVE ## GRIGGS ST ## WOODHILL DR ## CHURCHILL ST Prepared by: ## Community Development Department Printed: August 25, 2026 0 50 100 ## Feet ## Location Map ## Attachment 2: Planning File 26-010 ## Data Sources ## * Ramsey County GIS Base Map (7/20/2026) ## * Aerial Data: EagleView (4/2024) For further information regarding the contents of this map contact: ## City of Roseville, Community Development Department, ## 2660 Civic Center Drive, Roseville MN ## L ## Disclaimer The maps provided by the City of Roseville are compilations of records, information and data from various sources, and they are to be used for reference purposes only. The City does not warrant or guarantee that the Geographic Information Systems (GIS) data or maps are complete, current, or accurate. The data is offered “as is” and the City of Roseville does not represent that the GIS data can be used or is accurate for legal, navigational, or any purposes requiring exacting measurement of distance or direction or precision in the depiction of geographic features. Pursuant to Minnesota Statutes, Section 466.03, Subdivision 21, the City of Roseville disclaims any liability for claims based on alleged or actual inaccuracies in the GIS data or maps. For more information, please contact 651-792-7044. Page 17 of 54 P E R F O R M A N C E D R I V EN D ES I G N / / / / / / / / / / / / / / / / / / / / / / / L H B C O R P . C O M ## MEMORANDUM Maintenance and Operations North & Sough, and License Passport & Dance Center ## City of Roseville August 16, 2026 To: Planning and zoning staff ## From: Matt Finn & Matt Coliani Re: Zoning review; building The City of Roseville has been working with LHB, Inc. and HDR to modernize several facilities and parks on its civic campus site located at the intersection of Woodhill Dr and Lexington Ave. The existing civic campus site encompasses the following public amenities: Roseville City Hall, Roseville Police Department, Memorial Park, Roseville Ice Arena, Roseville Public Works, Roseville Fire Department, Veterans Park, and the VFW. There is also an existing retail center which includes a convenience station, dance studio, Roseville Passport Center and Roseville License Center. The project team has defined a need for three new facilities within the civic campus site. License, Passport & Dance Center (LPCDS), Maintenance and Operations Center North (MOC North) and Maintenance and Operations Center South (MOC South). However, all projects will be submitted to city council for site plan review as a single application. Re-zoning of the MOC North site will be included. LHB Design Team has worked closely with the City to establish consistent building and site design elements informed by the existing campus buildings which were developed prior to the current zoning standards. Each building is thoughtfully arranged as complementary space with generous site connections to adjacent parks and amenities. Shared design includes but is not limited to the exterior materials, building massing, landscaping and covered outdoor spaces. The new facilities described in further detail below all contribute to a cohesive civic campus identity for Roseville. 1.License, Passport and Dance Center (LPCDS): a.This project includes the demolition of an existing single story retail center and convenience store. The proposed single-story building will be relocated West along Woodhill on an existing surface parking lot for the VFW and Veterans Park. Public facing functions including lobby and waiting spaces face East toward the parking and South toward Woodhill. The site connects also Veterans Park to the North and will be screened from existing Residential to the West. b.Existing and Proposed Use is Institutional (INST) The proposed building provides important functions to the city, requires appropriate transitions to lower-density residential, and will meet the City’s goals for sustainable practices. Public multi-purpose recreation facility and Government office are permitted use under Table 1007.03 c.The License Passport and Dance Center is a candidate for consideration as a Special Building under Section 1007.02 Note 8. Notably, the glazing quantity and building orientation are difficult to satisfy given the site adjacencies, program, and parking requirements negotiated between the city and the Attachment 3 Page 18 of 54 ## MEMORANDUM: ROSEVILLE MOC & LPCDS PAGE 2 ## JULY 29, 2026 VFW immediately to the East, as well as Community Outreach input from the residential neighbors to the West. ## 2. Maintenance and Operations Center North (MOC North): a. The site is located at the intersection of Woodhill Drive and Lexington Ave on the existing retail site. This project includes a single-story structure for enclosed vehicle storage. There will be accessory structures for vehicle wash, brine storage, fuel station, and salt storage. Both MOC sites include a maintenance yard with on-site bulk material storage for gravel, sand, mulch and similar materials. The site will be screened from existing Residential to the North and across Lexington to the East. b. Existing Use is Neighborhood Mixed Use (MU-1) and the Proposed Use is Institutional (INST) A change of zoning aligns with the intended use of the facilities and overall campus plan objectives. The proposed building provides important city functions, requires appropriate transitions to lower-density residential, and will meet the City’s goals for sustainable practices. This Maintenance Facility requires a conditional use permit under Table 1007.03 and the materials submitted with this request outlined compliance with the conditional use standards outlined in Zoning Code. c. The MOC North Building is a candidate for consideration as Special Building under Section 1007.02, Note 8. The use of the facility requires secure access, highly durable and abuse resistant materials. Window openings in the Storage Building should be limited in size with sills raised above equipment. In the accessory structures windows are typically impractical for corrosion and impact concerns. Building volumes are informed by the storage of and use heavy machinery and equipment. ## 3. Maintenance and Operations Center South (MOC South) a. This project includes the partial demolition of existing facilities, and removal of the existing salt storage shed. The proposed single-story building includes vehicle storage, vehicle repair, parks department, staff offices, staff breakroom, and locker rooms. Both MOC sites include a maintenance yard with on-site material storage. b. Existing and Proposed Use is Institutional (INST). The proposed building provides important city functions, requires appropriate transitions to lower-density residential, and will meet the City’s goals for sustainable practices. Government office is permitted use under Table 1007.03. Maintenance facility requires Conditional Use Permit under Table 1007.03. c. The MOC South Building is a candidate for consideration as Special Building under 1007.02, Note 8. The use of the facility requires secure access, highly durable and abuse resistant materials. Window openings should be limited in size with sills raised above equipment. In repair bays windows may be impractical for impact concerns and excessive glare. Building volumes are informed by the storage use of heavy machinery and equipment. ## Attachments: Site Plans & Exterior Elevations ## LHB Project No. 250485 m:\25proj\250485\300 design\regulatory\zoning\20260812 staff review memo\250485 20260812 lpcds and moc zoning memo.docx Attachment 3 Page 19 of 54 ## 1105 WOODHILL DRIVE ## ROSEVILLE, MN 55113 ## CITY OF ROSEVILLE ## MAINTENANCE AND ## OPERATIONS CENTER - NORTH ## PROJECT TEAM ## CLIENTPROJECT MANAGERCIVIL ENGINEERLANDSCAPE ARCHITECT ## ARCHITECTSTRUCTURAL ENGINEERMECHANICAL ENGINEERELECTRICAL ENGINEER ## CITY OF ROSVILLE ## 2660 CIVIC CENTER DR. ## ROSEVILLE, MN ## PHONE: (651) 444-9810 ## CONTACT: JESSE FREIHAMMER ## EMAIL: ## JESSE.FREIHAMME@ ## CITYOFROSEVILLE.COM ## RENDERING IMAGE ## STATE MAP ## PROJECT SITE ## ROSEVILLE, MN ## LOCATION MAP ## MOC SOUTH ## PROJECT ## LOCATION ## MAP DATA ©2026 RAMSEY COUNTY GIS ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: GREGG CURTIS ## E-MAIL: GREGG.CURTIS@ ## LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: BEN KOBOLD ## E-MAIL: BEN.KOBOLD@ ## LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JAKE MELBOSTAD ## E-MAIL: JAKE.MELBOSTAD@ ## LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: MARTIN THOMPSON ## E-MAIL: MARTIN.THOMPSON@ ## LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JORDAN CABAK ## E-MAIL: JORDAN.CABAK@ ## LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JESS VETRANO ## E-MAIL: JESS.VETRANO@ ## LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: MATT COLIANNI ## E-MAIL: MATT.COLIANNI@ ## LHBCORP.COM ## EQUIPMENT DESIGN ## HDR ## 1601 UTICA AVENUE SOUTH ## SUITE 600 ## ST. LOUIS PARK, MN 55416-3400 ## PHONE: (303) 318-6331 ## CONTACT: JACKSON ROREX ## E-MAIL: JACKSON.ROREX@ ## HDRINC.COM ## MOC NORTH ## PROJECT ## LOCATION ## WOODHILL DR ## LEXINGTON AVE NORTH ## CIVIC CENTER DRIVE NORTH ## COUNTY ROAD C WEST ## HAMLINE AVE NORTH ## SHEET INDEX ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## 08/03/2026DD SET ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville MOC North A25.rvt ## 8/3/2026 2:14:24 PM ## G001 ## MC/IC ## MST 250485 ## PROJECT TITLE ## SHEET 0 8 / 0 3 / 2 0 2 6 ## ROSEVILLE MOC ## NORTH ## 1105 WOODHILL DRIVE ## ROSEVILLE, MN 55113 ## ARCHITECTURAL ## #SHEET NAMESD DD CD ## A101OVERALL FLOOR PLAN●● ## A101ALEVEL 1 FLOOR PLAN AREA A●● ## A101BLEVEL 1 FLOOR PLAN AREA B●● ## A101CLEVEL 1 FLOOR PLAN AREA C●● ## A101DLEVEL 1 FLOOR PLAN AREA D●● ## A111OVERALL ROOF PLAN●● ## A121OVERALL REFLECTED CEILING PLAN● ## A201EXTERIOR ELEVATIONS - COLD STORAGE●● ## A202EXTERIOR ELEVATIONS - WASH BAY●● ## A203EXTERIOR ELEVATIONS - SALT SHED●● ## A301BUILDING SECTIONS - COLD STORAGE●● ## A302BUILDING SECTIONS - WASH BAY & SALT SHED● ## A311WALL SECTIONS COLD STORAGE● ## A312WALL SECTIONS COLD STORAGE● ## A313WALL SECTIONS - WASH BAY/BRINE ## A402STAIR AND SHIPS LADDER PLAN AND DETAILS● ## A411ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS● ## A412ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS● ## A501EXTERIOR WALL TYPES● ## A505ROOF & FLOOR TYPES. INTERIOR PARTITIONS● ## A511EXTERIOR DETAILS - ROOF DETAILS● ## A512EXTERIOR DETAILS - ROOF DETAILS● ## A513EXTERIOR DETAILS● ## A611DOOR/OPENING SCHEDULES AND ELEVATIONS● ## GENERAL ## #SHEET NAMESD DD CD ## G001PROJECT TITLE SHEET●● ## G002GENERAL NOTES, SYMBOLS, ABBREVIATIONS & ## MOUNTING HEIGHTS ● ## G004OVERALL CODE PLAN●● ## CIVIL ## #SHEET NAMESD DD CD ## C101REMOVALS & INITIAL EROSION CONTROL PLAN●● ## C ## 102PROPOSED EROSION CONTROL PLAN● ## C201UTILITY PLAN●● ## C301GRADING PLAN●● ## C401SURFACING & LAYOUT PLAN●● ## C501CIVIL DETAILS● ## C502CIVIL DETAILS● ## C503CIVIL DETAILS● ## C504CIVIL DETAILS● ## C505CIVIL DETAILS● ## C506CIVIL DETAILS● ## C507CIVIL DETAILS● ## C511EV CHARGING STATION PARKING DETAILS● ## LANDSCAPE ARCHITECTURE ## #SHEET NAMESD DD CD ## L100TREE PRESERVATION PLAN●● ## L ## 101LANDSCAPE PLAN●● ## L500TREE PROTECTION DETAILS●● ## L501LANDSCAPE DETAILS●● ## EQUIPMENT ## #SHEET NAMESD DD CD ## Q001EQUIPMENT ABBREVIATIONS, NOTES & SYMBOLS●● ## Q101OVERALL EQUIPMENT PLAN - NORTH MOC - PHASE ONE●● ## Q101AEQUIPMENT PLAN - NORTH MOC - AREA A - PHASE ONE●● ## Q101BEQUIPMENT PLAN - NORTH MOC - AREA B - PHASE ONE●● ## Q102OVERALL EQUIPMENT PLAN - NORTH MOC - PHASE TWO● ## Q102AEQUIPMENT PLAN - NORTH MOC - AREA A - PHASE TWO● ## Q102BEQUIPMENT PLAN - NORTH MOC - AREA B - PHASE TWO● ## Q301EQUIPMENT SECTIONS - PHASE ONE●● ## Q302EQUIPMENT SECTIONS - PHASE TWO● ## Q501EQUIPMENT DETAILS● ## Q601EQUIPMENT SCHEDULE●● ## QF001GENERAL NOTES, LEGEND, AND ABBREVIATIONS●● ## QF101OVERALL FUELING EQUIPMENT PLAN - NORTH MOC●● ## QF101BFUELING EQUIPMENT PLAN - NORTH MOC - AREA B● ## QF101CFUELING EQUIPMENT PLAN - NORTH MOC - AREA C● ## QF101DFUELING EQUIPMENT PLAN - NORTH MOC - AREA D●● ## QF301PROCESS FLOW DIAGRAM (DIESEL)● ## QF302TANK 1 (UNLEADED) LAYOUT SCHEMATIC● ## QF303TANK 2 (UNLEADED) LAYOUT SCHEMATIC● ## QF304TANK 3 (DIESEL) LAYOUT SCHEMATIC● ## QF305FUEL ISLAND DISPENSING SCHEMATIC● ## QF306CONTROLS & MONITORING SCHEMATIC● ## QF501MECHANICAL DETAILS● ## QF502TANK AREA LABELS● ## QF503DISPENSING AREA LABELS● ## QF504FUELS ELECTRICAL DETAILS● ## QF505FUELS HAZARDOUS CLASSIFICATION ZONES ## QF601FUELING SCHEDULES●● ## QS001SERVICE EQUIPMENT, ABBREVIATIONS, NOTES & ## SYMBOLS ● ## QS101OVERALL SERVICE EQUIPMENT PLAN - NORTH MOC - ## PHASE ONE ● ## QS101BSERVICE EQUIPMENT PLAN - NORTH MOC - AREA B - ## PHASE ONE ● ## QS102OVERALL SERVICE EQUIPMENT PLAN - NORTH MOC - ## PHASE TWO ● ## QS102BSERVICE EQUIPMENT PLAN - NORTH MOC - AREA B - ## PHASE TWO ● ## STRUCTURAL ## #SHEET NAMESD DD CD ## S001GENERAL STRUCTURAL NOTES & ABBREVIATIONS● ## S002GENERAL STRUCTURAL NOTES● ## S011LOAD MAPS● ## S101FOUNDATION PLAN - OVERALL● ## S101AFOUNDATION PLAN - AREA A● ## S101BFOUNDATION PLAN - AREA B● ## S101CFOUNDATION PLAN - AREA C● ## S102AEQUIPMENT PLATFORM FRAMING PLAN - AREA A● ## S111ROOF FRAMING PLAN - OVERALL● ## S111AROOF FRAMING PLAN - AREA A● ## S111BROOF FRAMING PLAN - AREA B● ## S111CROOF FRAMING PLAN - AREA C● ## S301SECTIONS● ## S501TYPICAL FOUNDATION DETAILS● ## S502TYPICAL SLAB DETAILS● ## S503PROJECT FOUNDATION DETAILS● ## S511TYPICAL PRECAST & MASONRY FRAMING DETAILS● ## S512TYPICAL STEEL FRAMING DETAILS● ## S513TYPICAL STEEL JOIST AND DECK FRAMING DETAILS● ## S601SCHEDULES● ## S901PROJECT 3D VIEWS● ## ELECTRICAL ## #SHEET NAMESD DD CD ## E001ELECTRICAL SYMBOLS AND ABBREVIATIONS● ## ES101ELECTRICAL SITE PLAN● ## EP101ALEVEL 1 POWER & TECHNOLOGY PLAN - AREA A● ## EP101BLEVEL 1 POWER & TECHNOLOGY PLAN - AREA B● ## EP101CLEVEL 1 POWER & TECHNOLOGY PLAN - AREA C● ## EP101DLEVEL 1 POWER & TECHNOLOGY PLAN - AREA D● ## EP102LEVEL 2 POWER & TECHNOLOGY PLAN - OVERALL● ## EP111ROOF POWER PLAN● ## EL121ALEVEL 1 LIGHTING PLAN - AREA A● ## EL121BLEVEL 1 LIGHTING PLAN - AREA B● ## EL121CLEVEL 1 LIGHTING PLAN - AREA C● ## EL121DLEVEL 1 LIGHTING PLAN - AREA D● ## E501ELECTRICAL DETAILS● ## E601ELECTRICAL SCHEDULES● ## E602ELECTRICAL SCHEDULES● ## E701ELECTRICAL DIAGRAMS● ## T501TECHNOLOGY DETAILS● ## MECHANICAL ## #SHEET NAMESD DD CD ## M001MECHANICAL SYMBOLS AND ABBREVIATIONS● ## M ## 151LEVEL 1 VENTILATION PLAN● ## M201ROOF MECHANICAL PLAN● ## M501MECHANICAL DETAILS● ## M601MECHANICAL SCHEDULES● ## M701SYSTEM DETAILS AND CONTROLS● ## PLUMBING ## #SHEET NAMESD DD CD ## P001PLUMBING SYMBOLS AND ABBREVIATIONS● ## P ## 110UNDERSLAB SANITARY PLAN● ## P111LEVEL 1 SANITARY PLAN● ## P121LEVEL 1 DOMESTIC WATER PLAN● ## P201ROOF PLUMBING PLAN● ## P501PLUMBING DETAILS● ## P601PLUMBING SCHEDULES● ## P911SANITARY RISER DIAGRAM● ## P921DOMESTIC WATER RISER DIAGRAM● ## FIRE PROTECTION ## #SHEET NAMESD DD CD ## F100FIRE PROTECTION SYMBOLS, ABBREVIATIONS, AND PLANS● Attachment 3 Page 20 of 54 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## G ## G ## GG ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BURT-BUR ## T-BUR ## T-BURT-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BURT-BUR ## T-BUR | ## Y ## D | | ## H ## Y ## D | | ## H ## Y ## D | | ## H ## Y ## D > > > > > > ## ST > > ## ST ## EXISTING ## BUILDING > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## RCP 18" ## RCP 18" ## RCP 18" ## RCP 18" ## RCP 18" >> >> ## S ## WOODHILL DRIVE ## LEXINGTON AVENUE | | | | | | ## TP ## TP ## TP | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO |||||||||| | | | | | | | | ## APPROX. WATER ## LINES PER CITY ## GIS ## RADIO TOWER 933 934 935 935 934 933 932 931 930 929 930 931 932 931 931 935 934 933 932 930 930 929 930 >> >> >> >> >> >> >> >> >> >> ## TYPE I ## TYPE I ## TYPE I ## CONSTRUCTION LIMITS ## INLET PROTECTION (TYP.) ## CONSTRUCTION LIMITS ## ROCK CONSTRUCTION ENTRANCE ## REMOVE TREE (TYP.) ## REMOVE SIGN ## COORDINATE RELOCATION OF ## POWER POLE WITH PROVIDER ## SAWCUT & REMOVE BITUMINOUS PAVEMENT ## AND CONCRETE CURB & GUTTER ## PRESERVE & PROTECT SIGNAL AND UTILITIES ## REMOVE WALK ## REMOVE CONCRETE ## REMOVE HYDRANT ## REMOVE LIGHT ## REMOVE LIGHT ## REMOVE LIGHT ## REMOVE STORM ## PIPING AND ## STRUCTURES ## REMOVE BUILDING & FOOTINGS ## REMOVE WALK ## REMOVE BITUMINOUS PAVEMENT ## REMOVE BITUMINOUS PAVEMENT ## REMOVE CONCRETE CURB & GUTTER ## REMOVE CONCRETE CURB & GUTTER ## REMOVE STORM ## REMOVE NATURAL GAS VAULT ## COORDINATE REMOVAL OF ## GUY WIRES WITH PROVIDER ## PROTECT EQUIPMENT AND ## PAD DURING CONSTRUCTION ## SILT FENCE (TYP.) ## COORDINATE REMOVAL OR ## RELOCATION OF POLE ANDPOWER LINE WITH PROVIDER ## REMOVE WATER LINE. ## CAP AT MAIN ## REMOVE SIGN ## REMOVE OR ABANDON WATER MAIN ## COORDINATE ## REMOVAL OF FIBERLINE WITH PROVIDER ## REMOVE TREE (TYP.) ## REMOVE HYDRANT ## REMOVE STORMPIPING AND ## STRUCTURES ## REMOVE STORM ## PIPING AND ## STRUCTURES ## REMOVE CONCRETE WALK ## REMOVE CONCRETE WALK ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## LEGEND ## CONSTRUCTION LIMITS ## ROCK CONSTRUCTION ENTRANCE, SEE 2/C501 ## SILT FENCE, SEE 1/C501 ## INLET PROTECTION, SEE 4-6/C501 ## TREE PROTECTION, SEE L500 ## REMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE ## CLEAR & GRUB ## REMOVE TREE 0 0 0 ## TYPE I ## GENERAL NOTES ## 1. THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK IN THE RIGHT-OF-WAY. ## THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL WHILE WORKING WITHINTHE RIGHT-OF-WAY. ## 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING. SEE PROJECT ## MANUAL FOR REQUIREMENTS. ## 3. THE CONTRACTOR SHALL VERIFY THE PROJECT LOCATION WITH SITE INTERFACES ## INCLUDING BUT NOT LIMITED TO UTILITIES, SIDEWALKS, EXISTING GRADES AND ## PROPOSED GRADES. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR ## TO EXECUTING THE WORK. NOTIFY THE ENGINEER IF FIELD CONDITIONS VARY FROMTHE PLAN. ## 4. ALL BITUMINOUS AND CONCRETE REMOVAL LIMITS SHALL BE SAW CUT TO A NEAT LINE ## PRIOR TO PLACEMENT OF ANY NEW MATERIAL AGAINST EXISTING EDGES. ## 5. REMOVE ALL CONCRETE PAVEMENT, CONCRETE CURB AND CONCRETE CURB AND ## GUTTER TO NEAREST EXISTING JOINT. PARTIAL PANEL REPLACEMENT IS NOT PERMITTED. ANY PANEL DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL BE FULLYREMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. ## 6. ALL EXISTING AND PROPOSED STRUCTURE ACCESS COVERS SHALL BE ADJUSTED TO ## FINISHED GRADE BY THE CONTRACTOR. ## 7. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING PAVEMENTS ## DESIGNATED TO REMAIN. ANY PAVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE ## REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. ## EROSION CONTROL NOTES ## 1. THE CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL ON THIS PROJECT. THE EROSION CONTROL DEVICES SHOWN IN THESE DRAWINGS ARE THE MINIMUMREQUIREMENTS. CONSTRUCT EROSION CONTROL DEVICES AS SHOWN AND AS NECESSARY TO PREVENT THE RUNOFF, TRACKING OR LOSS OF SOIL MATERIALS FROMDISTURBED AREAS ON THE PROJECT SITE. ## 2. SEDIMENT AND EROSION CONTROL DEVICES SHALL BE FUNCTIONAL BEFORE ANY LAND ## IS OTHERWISE DISTURBED ON THE SITE. ## 3. THE SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES ARE THE MINIMUM. ## ADDITIONAL SEDIMENT CONTROL PRACTICES MAY BE REQUIRED DURING THE COURSE ## OF CONSTRUCTION. ## 4. PUBLIC AND PRIVATE DRIVES SHALL BE SWEPT CLEAR AS NEEDED TO KEEP THE ## PAVEMENT CLEAR OF SEDIMENT AND CONSTRUCTION DEBRIS. ## 5. REFER TO SHEET C102 FOR EROSION AND SEDIMENT CONTROL TO BE INSTALLED ## AFTER CONSTRUCTION OF SITE FEATURES. ## 6. CONTRACTOR TO LOCATE CONCRETE WASHOUT FACILITY ON SITE AND PROTECT SITE ## AND ADJACENT PROPERTY FROM CONCRETE WASHOUT RUNOFF. ## REMOVALS & INITIALEROSION CONTROL PLAN ## DPG ## JTC ## File Path: ## ..\250485\500 Drawings\Civil\02 NE AREA\250485.02 C101 Removals & EC.dwg ## 7/31/2026 3:46 PM ## Plot Date: ## C101 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 THIS SQUARE APPEARS 1/2" x 1/2" ## ON FULL SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 08/03/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## NORTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 2 08/03/2026 ## DD PRICING Attachment 3 Page 21 of 54 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BURT-BUR ## T-BUR ## T-BURT-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BUR ## T-BURT-BUR ## T-BUR | ## Y ## D | | ## H ## Y ## D > > ## ST > > > > > > > > > > ## RCP 18" ## RCP 18" >> >> ## S ## WOODHILL DRIVE ## LEXINGTON AVENUE ## TP ## TP ## TP | | | | | | | | | | | | | | | | | | | | | | | | | | | ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH |||||||||| | | | | | | | | ## APPROX. WATER ## LINES PER CITY ## GIS ## RADIO TOWER >> >> >> >> >> >> >> >> >> >> ## CONSTRUCTION LIMITS ## CONSTRUCTION LIMITS ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## MATCH EX. CURB PROFILE ## PROPOSED ## BUILDING ## PROPOSED ## BUILDING ## BITUMINOUS PAVEMENT ## CONCRETE WALK ## B624 CURB & GUTTER ## R 20.00' ## B612 CURB & GUTTER ## R 50' 36' 20.00' 20' 20' 24' 8' 8' 20' 5' ## PROPOSED COVERED STORAGE AND FUELING AREAS. SEE ARCH ## DECORATIVE METAL FENCE ## SEE LANDSCAPE ## SWING GATE ## CONCRETE PAVEMENT ## CONCRETE PAVEMENT ## CONCRETE WALK ## BITUMINOUS TRAIL ## 18"H X 18"D CONCRETE RETAINING WALL ## 18"H X 18"D CONCRETE RETAINING WALL ## PRECAST RETAINING WALL. SEE ARCH ## PRECAST RETAINING WALL. SEE ARCH ## AUTOMATIC GATE, ## SEE ARCH ## PROPOSED ## COVERED ## FUEL ## ISLAND ## TRANSFORMER PAD ## GENERATOR PAD ## BOLLARDS 6' 6' 10' 8' ## LEGEND ## CONSTRUCTION LIMITS ## HEAVY DUTY BITUMINOUS PAVEMENT. SEE 1/C502, INSET A ## CONCRETE PAVEMENT. SEE 1/C502, INSET BCONCRETE WALK. SEE 1/C502, INSET C ## REVERSE CURB & GUTTER ## SURFACING CONTROLLED BY OTHER DISCIPLINES ## LIGHT POLE, REFER TO ELECTRICAL ## GENERAL NOTES ## 1. REFER TO C402 FOR SIGNAGE AND PAVEMENT STRIPING. ## 2. REFER TO L101 FOR PERMANENT TURF ESTABLISHMENT REQUIREMENTS. ## 3. SITE LIGHTING IS SHOWN FOR LOCATION ONLY. REFER TO ELECTRICAL FOR ## ADDITIONAL REQUIREMENTS. ## 4. PREVENT FORM DAMAGE ALL SURFACES OUTSIDE THE CONSTRUCTION LIMITS. RESTORE ALL DISTURBED AREAS DUE TO CONSTRUCTION ACTIVITIES TOPRE-CONSTRUCTION CONDITION UNLESS OTHERWISE NOTED IN THE DRAWINGS. 5. ADJUST ALL CASTINGS, VALVE BOXES AND JUNCTION BOXES TO FINISH GRADE.6. PROVIDE BITUMINOUS TACK COAT BETWEEN PROPOSED BITUMINOUS PAVEMENTS AND ## ALL ADJACENT CONCRETE OR BITUMINOUS SURFACES. ## 7. PROVIDE BITUMINOUS TACK COAT BETWEEN THE WEARING AND NON-WEARING ## COURSES FOR ALL PROPOSED BITUMINOUS PAVEMENTS. ## SURFACING & LAYOUTPLAN ## DPG ## JTC ## File Path: ## ..\250485\500 Drawings\Civil\02 NE AREA\250485.02 C401 Surfacing Plan.dwg ## 7/31/2026 3:50 PM ## Plot Date: ## C401 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 THIS SQUARE APPEARS 1/2" x 1/2" ## ON FULL SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 08/03/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## NORTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 2 08/03/2026 ## DD PRICING Attachment 3 Page 22 of 54 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## H ## Y ## D > > > > > > > > > >> >> ## S >> >> ## S | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH | | | | | | >> >> >> >> >> >> >> >> >> >> >> >> ## FO ## FO ## FO ## FO ## CONSTRUCTION LIMITS, TYP. ## MAINTENANCE EDGER ## SEE 8/L501 ## STEEL EDGERSEE 7/L501 ## GATE, SEE CIVIL ## GATE, SEE ARCH ## VINE PLANTING, TYP ## SEE SCHEDULE 2'-0" 3'-2" ## SEAT WALL, SEE CIVIL ## WALL-MOUNTED BENCH, TYP ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## CONT ## CONIFEROUS CANOPY TREE ## CT 14 ## Coniferous Tree ## 6` HT ## DECIDUOUS CANOPY TREE ## DT 20 ## Deciduous Tree ## 3" B&B ## ORNAMENTAL TREE ## OT 12 ## Ornamental Tree ## 1 1/2" B&B ## DN 14 ## Ornamental Tree - Narrow ## 8` B&B ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## SIZE ## SHRUBS ## CS 6 ## Coniferous Shrub ## #7 CONT ## PQ 49 ## Parthenocissus quinquefolia / Virgina Creeper ## #1 CONT ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## CONT ## SPACING ## SHRUB AREAS ## LB 98 ## Landscape Bed Includes Shrub and Perennial Plantings with 4" of ## Hardwood Mulch ## #5 CONT 42" o.c. ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## GROUND COVERS ## LS 16,070 sf ## Lawn Sod ## LM 678 sf ## Low Maintenance Turf ## ME 1,996 sf ## Maintenance Edger ## NSP 2,399 sf Native Seed Mix / With Shrubs & Perennial Plugs 36" O.C. Assume plants are 10% #5 CONT shrubs, 40% #1 CONT perennials, and 50% 4" pots ## NS 10,346 sf ## Native Seed Mix 10' 20' 40' Scale: 1"=20' ## LANDSCAPE PLAN 1 ## LANDSCAPE PLAN ## KAT ## JSV ## LANDSCAPE NOTES ## PLANT SCHEDULE ## GENERAL LANDSCAPE NOTES: 1. THIS DRAWING DOES NOT CONSTITUTE AN OFFICIAL SURVEY OF THE SITE. CONFIRM ALL LOCATIONS OF SURFACE AND SUB-SURFACE FEATURES BEFORE BEGINNING INSTALLATION. ADVISE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 2. THE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF DISCREPANCIES EXIST. ADVISE LANDSCAPE ARCHITECT ## OF ANY DISCREPANCIES. 3. CONFIRM ALL QUANTITIES, SHAPES, AND LOCATIONS OF LANDSCAPE AREAS, AND ADJUST TO CONFORM TO THE SITE ## CONDITIONS. CONFIRM ANY ADJUSTMENTS WITH THE LANDSCAPE ARCHITECT. 4. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO DIGGING. NOTIFY THE LANDSCAPE ARCHITECT OF ANY ## CONFLICTS WITH PLANT INSTALLATION. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL MULCHES AND SOIL QUANTITIES TO COMPLETE THE WORK SHOWN IN THE ## DRAWINGS. VERIFY ALL QUANTITIES SHOWN ON THE PLANT SCHEDULE. 5.1. REFER TO SPECIFICATION SECTION 31 2323 FILL FOR SOIL TYPES AND REQUIREMENTS. DO NOT BEGIN PLANTING ## OPERATIONS IF SOIL CONDITIONS ARE NOT AS SPECIFIED. ## 5.2. REFER TO SPECIFICATION SECTION 32 9300 FOR MULCH TYPES AND REQUIREMENTS. 6. LANDSCAPE BED AREAS TO CONTAIN SHRUBS AS SHOWN ON SHEET L102 AND HARDWOOD MULCH AND PLANTING SOIL ## AT DEPTHS IDENTIFIED IN DETAIL 4/L501. 7. BASIN BOTTOM NATIVE SEED MIX AREAS TO CONTAIN PERENNIAL PLUG PLANTINGS AS OUTLINED IN DETAIL 7/L501. ## REFER TO CIVIL FOR REQUIRED SOIL DEPTHS FOR BIOFILTRATION BASINS. ## 8. REMOVE FROM THE SITE ALL TURF WHICH HAS BEEN REMOVED FOR NEW PLANT BEDS. LONG-TERM STORAGE OF ## MATERIALS OR SUPPLIES ON-SITE IS NOT ALLOWED. ## 9. STAKE TREE AND PLANTING BED LAYOUT IN-FIELD FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANTING ## OPERATIONS ## PROTECTIONS 10. PROTECT EXISTING TREES. DO NOT STORE OR DRIVE HEAVY MATERIALS OVER TREE ROOTS. DO NOT DAMAGE TREE ## BARK OR BRANCHES. REFER TO SHEET L500 FOR TREE PROTECTION REQUIREMENTS. 11. KEEP PAVEMENTS, FIXTURES AND BUILDINGS CLEAN AND UNSTAINED. ANY DAMAGE TO EXISTING FACILITIES WILL BE REPAIRED AT THE CONTRACTOR’S EXPENSE. KEEP THE PROJECT SITE CLEAR OF CONSTRUCTION WASTES AND DEBRIS. 12. PROVIDE AND MAINTAIN INLET AND PERIMETER EROSION CONTROL BMPS AS SPECIFIED ON CIVIL SHEETS.13. ALL AREAS OF THE SITE DISTURBED BY CONSTRUCTION WILL BE RESTORED WITH SEED OR SOD UNLESS OTHERWISE ## NOTED. SEE SPECIFICATIONS FOR TURF RESTORATION REQUIREMENTS. ## PLANT MATERIAL 14. PLANT TREE ROOT BALLS FLUSH WITH FINAL GRADE AND THE TOP OF ROOT FLARE EXPOSED, PER PLANTING DETAILS.15. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ## ARCHITECT. 16. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY.17. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK", ANSI-Z60. LATEST ## EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 18. HEEL IN AND WATER ANY PLANT STOCK NOT PLANTED WITHIN 24 HOURS OF DELIVERY UNTIL INSTALLATION. PLANTS ## NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. ## 19. REFER TO SPECIFICATIONS FOR WARRANTY REQUIREMENTS AND OTHER PLANTING ACCESSORIES. ## MAINTENANCE AND CARE 20. BEGIN PLANT MAINTENANCE IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE.21. MAINTENANCE INCLUDES WATERING, WEEDING, MULCHING, REMOVAL OF DEAD MATERIAL PRIOR TO GROWING ## SEASON, RE-SETTING PLANTS AND PROPER GRADE, AND KEEPING PLANTS IN A PLUMB POSITION. ## 22. REFER TO SPECIFICATIONS FOR FULL INSPECTION, MAINTENANCE, AND WARRANTY REQUIREMENTS. ## IRRIGATION 23. CONTRACTOR TO PROVIDE DESIGN-BUILD IRRIGATION SERVICES TO IRRIGATE ALL LANDSCAPE BEDS, SODDED, AND ## SEEDED AREAS. 24. DESIGN FOR IRRIGATED AREAS MUST BE SUBMITTED AND APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR ## TO INSTALLATION. COORDINATE WITH OWNER ON FINAL PRODUCT SELECTION. AS-BUILT DOCUMENTATION WILL BE ## REQUIRED. ## SITE FURNISHINGS ## 25. INCLUDE PRICING FOR EIGHT WALL TOP BENCHES TO BE 6' IN LENGTH. ## File Path: ## ..12\MSPprojects\25Proj\250485\500 Drawings\LA\250485.02 L100 Landscape Plan.dwg ## 7/31/2026 1:48 PM ## Plot Date: ## L101 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 2\MSPp THIS SQUARE APPEARS 1/2" x 1/2" ## ON FULL SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 08/03/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## NORTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 2 08/03/2026 ## DD PRICING Attachment 3 Page 23 of 54 ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## CD ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 21 W. SUPERIOR ST., STE 500 | DULUTH, MN 55802 | 218.727.8446 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## 08/03/2026 DD SET ## A u t o d e s k ## D o c s : / / 2 5 0 4 8 5 ## R o s e v i l l e ## M ## O ## C - ## L ## P ## C ## D ## S / 2 5 0 4 8 5 ## R o s e v i l l e ## M ## O ## C ## N o r t h ## S 2 5 . r v t 8 / 3 / 2 0 2 6 1 2 : 2 3 : 1 8 ## P ## M ## S901 ## LJR ## GMC 250485 ## PROJECT 3D VIEWS 0 8 / 0 3 / 2 0 2 6 ## ROSEVILLE MOC ## NORTH ## 1105 WOODHILL DRIVE ## ROSEVILLE, MN 55113 ## S901 ## C1 ## NORTHWEST ISOMETRIC (REFERENCE ONLY) ## S901 ## A1 ## SOUTHEAST ISOMETRIC (REFERENCE ONLY) Attachment 3 Page 24 of 54 ## UPUP ## B1 ## A302 _____________________ ## B1 ## A302 _____________________ ## A202 ## A1 ## A202 ## A3 ## A202 ## B1 ## A202 ## B3 ## A201 ## D1 ## A201 ## A1 ## A201 ## B1 ## A201 ## C1 ## A4 ## A302 _____________________ ## A4 ## A302 _____________________ ## A1 ## A302 _____________________ ## A1 ## A302 _____________________ ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ 2-12-22-32-4 ## 2-A ## 2-B / ## Area A ## A1A101A / ## Area B ## A1A101B / ## Area C ## A1A101C / ## Area D ## A1A101D ## SALT SHED SALT SHED SALT SHED ## FUEL TANKS ## C1 ## A302 _____________________ ## C1 ## A302 _____________________ ## MATERIAL STORAGE ## SPOILS ## MATERIAL STORAGE ## COLD STORAGE 100 ## FUEL CANOPY ## MATERIAL STORAGE ## BRINE 204 ## BRINE STORAGE 203 ## WASH BAY EQUIP. 201 ## WASH BAY 200 ## STORAGE 102 ## M ## I ## N ## I ## M ## U ## M ## V ## E ## H ## C ## I ## L ## E ## T ## U ## R ## N ## I ## N ## G ## R ## A ## D ## I ## U ## S ## R 4 5 ' - 0 " ## 12" CIP CONCRETE ## @ 12' HEIGHT ## SITE FENCE ## CIP CONCRETE ## @ 12' HEIGHT ## PIVOT GATE ## CLEAR 20' - 0" ## CLEAR 24' - 10" 80' - 0" 32' - 0" ## 83' - 9" LF GREEN WALL ## 102' - 2" LF GREEN WALL ## SITE GATE ## SITE FENCE ## SITE RETAINING ## WALL ## SITE RETAINING ## WALL ## SITE FENCE 3-4123 ## A ## B ## C ## D ## E ## G 1-11-21-3 ## 1-A ## 1-B ## 1-C 3-1 ## 3-A ## 3-B ## 3-C ## B4 ## A302 _____________________ ## B4 ## A302 _____________________ ## CORRIDOR 101 ## F ## D1 ## A301 _____________________ ## D1 ## A301 _____________________ ## C4 ## A302 _____________________ ## C4 ## A302 _____________________ ## A203 ## A1 ## ELECTRICAL 202 ## 101A 1 1/2" / 12" 1 1/2" / 12" 3" / 12" 3" / 12" 3" / 12" 1 1/2" / 12" 1 1/2" / 12" 3" / 12" 7' - 0" 4' - 0" 32' - 0" 7' - 0" 7' - 0" 36' - 0" 7' - 0" ## STRUCTURAL SLAB ## A203 ## C1 ## A203 ## B3 ## 204B ## 204A ## 204C 202 ## 201B ## 201A ## 200D ## 200C ## 200B ## 200A ## 100A ## 100B ## 100C ## 100D ## 101B ## R.R. 104 ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## A1 ## A301 _____________________ ## A1 ## A301 _____________________ 102103104 ## JANITOR 103 20' - 0" ## 12" CIP CONCRETE ## CIP CONCRETE ## @ 12' HEIGHT ## RH OPERATOR ## ON STRUCTURAL ## PAD ## LH OPERATOR ## ON STRUCTURAL ## PAD ## ELEC PANEL ## FE ## FE ## FE ## FE ## OIL WASTE SEPARATOR ## GENERATOR, MIN 3'-0" ## CLEARANCE ALL SIDES ## BACK OF CURB ## CIP CONCRETE @ 12' ## 59' - 0" LF GREEN WALL ## TRANSFORMER / ## EQUIPMENT CABINET ## OPEN ABOVE ## FDFD ## FDFD ## FDFD ## A412 ## A3a ## A4a ## A203 ## B1 ## A5 ## A312 _____________________ ## C5 ## A312 _____________________ ## A. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. ## B. COORDINATE THIS ARCHITECTURAL PLAN WITH PLANS BY ALL OTHER ## DISCIPLINES IN THE DOCUMENTS, SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ## PLUMBING, ELECTRICAL, FIRE PROTECTION PLANS, AND OTHERS AS NECESSARY. ## NOTE: SYMBOLS USED IN PLANS BY OTHER DISCIPLINES MAY DIFFER FROM ## ARCHITECTURAL SYMBOLS. ## C. REFER TO THE CODE ANALYSIS ON SHEET G003FOR REQUIRED FIRE RATINGS, ## TYPES AND LOCATIONS OF RATED ASSEMBLIES. ## D. ALL OPENINGS CUT, PENETRATIONS MADE, OR EQUIPMENT INSTALLED IN FIRE ## RATED ASSEMBLIES SUCH AS WALLS, PARTITIONS, FLOORS, CEILINGS, ETC. ## SHALL BE RESTORED, SEALED, FIRESTOPPED, OR OTHERWISE CONSTRUCTED ## TO MAINTAIN THE INTEGRITY AND FIRE RATING OF THE ASSEMBLY TO THEFULL ## SATISFACTION OF THE ARCHITECT, ENGINEER, BUILDING OFFICIAL AND OWNER. ## THE GENERAL CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ## THIS WORK. ## E. TYPICAL INTERIOR PARTITION IS A3 WALL TYPE UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET A505. ## F. TYPICAL INTERIOR FURRING PARTITION IS F3 UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET A505. ## G. DIMENSIONS OF INTERIOR WALLS ARE TO FACE OF STUD, FACE OF CMU, FACE ## OF CONCRETE, OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE. ## H. DIMENSIONS OF EXTERIOR WALLS ARE TO EXTERIOR FACE OF SHEATHING, OR ## EXTERIOR FACE OF CMU OR CONCRETE UNLESS NOTED OTHERWISE. ## I. AT “ALIGN”NOTE, FINISH FACE OF WALLS TO ALIGN ## J. REFER TO ENLARGED PLANS, WHEN PROVIDED, FOR ADDITIONAL INFORMATION ## TO SUPPLEMENT THE FLOOR PLANS. ## K. SEE SHEET G002 FOR STANDARD AND ACCESSIBLE MOUNTING HEIGHTS OF ## FIXTURES AND ACCESSORIES. ## L. REFER TO PLUMBING PLANS FOR FLOOR DRAINS AND CLEANOUTS. ## M. PROVIDE METAL AND/OR FIRE-RESISTANT WOOD BLOCKING AT ALL WALL ## MOUNTED FIXTURES, FURNITURE, EQUIPMENT, ACCESSORIES, AND OTHER ## SPECIALTIES. ## N. OWNER SUPPLIED FURNITURE AND EQUIPMENT SHOWN AS DASHED. NOT IN ## CONTRACT UNLESS NOTED OTHERWISE. ## O. ALL EXPOSED PIPES, VENTS, AND CONDUIT PENETRATING WALLS, FLOORS,OR ## CEILINGS SHALL HAVE FINISHED TRIM RINGS (ESCUTCHEONS). ## P. FIRESTOP AROUND MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. WITH UL ## APPROVED FIRESTOPPING MATERIAL PER CODE AT ALL PENETRATIONS IN NEW ## AND EXISTING FIRE RATED WALLS OR FLOORS. ## Q. ALL NEW AND EXISTING GYPSUM BOARD SURFACES WITHIN THE CONSTRUCTION ## LIMITS TO RECEIVE PAINT UNLESS NOTED OTHERWISE. ## R. EXTERIOR LANDINGS, STOOPS, BALCONIES, AND PORCHES SHALL BE LEVEL ## ACROSS DOORWAYS AND SHALL SLOPE AWAY FROM THE BUILDING AT 1/4" PER ## FOOT. ## GENERAL SHEET NOTES ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ 3-4123 ## A ## B ## C ## D ## E ## G ## F ## D1 ## A301 _____________________ ## D1 ## A301 _____________________ ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## A1 ## A301 _____________________ ## A1 ## A301 _____________________ ## EQUIPMENT ## PLATFORM ## ROOF ACCESS ## EQUIPMENT ## PLATFORM ## COLD STORAGE 100 ## 100A ## 100D ## 42" HEIGHT MINIMUM ## GUARDRAIL, ALL SIDES ## 42" HEIGHT MINIMUM ## GUARDRAIL, ALL SIDES ## W '#' ## MAU ## MAU ## OPEN ABOVE ___________________ ## A412 ## A1 ___________________ ## A412 ## B1 ## CW2 ## CW3CW4CW4 ## CW4 ## CW1 ## CW1 ## CW1 ## CW1 ## KEYED SHEET NOTES # 1 ## 6" STEEL BOLLARD W/ BOLLARD POST SLEEVE, SAFETY YELLOW. SEE DETAIL 2 ## ADD DESCRIPTION HERE 3 ## ADD DESCRIPTION HERE 4 ## ADD DESCRIPTION HERE / ## B2A513 ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## CD ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## 08/03/2026 DD SET ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville MOC North A25.rvt ## 8/3/2026 2:14:28 PM ## A101 ## MC/IC ## MST 250485 ## OVERALL FLOOR ## PLAN 0 8 / 0 3 / 2 0 2 6 ## ROSEVILLE MOC ## NORTH ## 1105 WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/16" = 1'-0" ## A101 ## A1 ## L1 OVERALL FLOOR PLAN 1/16" = 1'-0" ## A101 ## A4 ## EQUIP. PLATFORM OVERALL PLAN Attachment 3 Page 25 of 54 ## LEVEL 1 100' -0" ## T.O. FOOTING 96' -0" ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ ## CLD STRG T/WALL 126' -0" 26' - 0" ## STOREFRONT WINDOWS1" PRECAST REVEAL ## 12" CIP ## CONCRETE ## PREFINISHED METAL ## COPING ## SITE RETAINING ## WALL ## STOREFRONT ## WINDOWS ## 1" PRECAST ## PANEL JOINT ## 6" PRECAST ## REVEAL 3-4123 ## D1 ## A301 _____________________ ## D1 ## A301 _____________________ ## SITE T/WALL 112' -0" ## SUN SHADE ## SUN SHADE ## TRANSLUCENT GLAZING ## BELOW 12'-0" TYP ## LEVEL 1 100' -0" ## T.O. FOOTING 96' -0" ## CLD STRG T/WALL 126' -0" ## HOLLOW METAL DOOR ## 12" CIP CONCRETE ## 6" PRECAST REVEAL ## PREFINISHED METAL ## COPING ## OVERHEAD SECTIONAL DOOR ## 1" PRECAST PANEL JOINT ## ABCDEGF ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## A1 ## A301 _____________________ ## A1 ## A301 _____________________ ## SITE T/WALL 112' -0" ## 12" CIP CONCRETE ## BOLLARDBOLLARD ## LEVEL 1 100' -0" ## T.O. FOOTING 96' -0" ## CLD STRG T/WALL 126' -0" ## STOREFRONT ## WINDOWS ## STOREFRONT ## WINDOWS ## SITE RETAINING ## WALL ## 1" PRECAST ## REVEAL ## PREFINISHED ## METAL COPING ## 1" PRECAST ## PANEL JOINT ## ABCDEGF ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## A1 ## A301 _____________________ ## A1 ## A301 _____________________ ## SITE T/WALL 112' -0" ## 12" CIP CONCRETE ## SUN SHADE ## TRANSLUCENT GLAZING ## BELOW 12'-0" TYP ## LEVEL 1 100' -0" ## T.O. FOOTING 96' -0" ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ ## CLD STRG T/WALL 126' -0" ## 1" PRECAST PANEL JOINT ## 12" CIP CONCRETE ## PREFINISHED METAL ## COPING ## 1" PRECAST ## PANEL JOINT ## 1" PRECAST ## PANEL JOINT 3-4123 ## D1 ## A301 _____________________ ## D1 ## A301 _____________________ ## SITE T/WALL 112' -0" ## 12" CIP CONCRETE ## BOLLARD ## 12" CIP CONCRETE ## 36" X 48" LOUVER ## WALL PACK 4' - 0"6' - 0"4' - 0"2' - 0"6' - 0"4' - 0"2' - 0"6' - 0"4' - 0"2' - 0"6' - 0"4' - 0"2' - 0"6' - 0"4' - 0"2' - 0"6' - 0"4' - 0"2' - 0"6' - 0"4' - 0"2' - 0"6' - 0"4' - 0"2' - 0"6' - 0"4' - 0"2' - 0"6' - 0"4' - 0"2' - 0" ## MATERIALS ## B1 - 1/2" THIN BRICK ## PC1 - ARCHITECTURAL ## PRECAST W/ REVEALS ## PC2 - ARCHITECTURAL ## PRECAST W/ REVEALS ## KEYED SHEET NOTES # 1 ## ADD DESCRIPTION HERE 2 ## ADD DESCRIPTION HERE 3 ## ADD DESCRIPTION HERE 4 ## ADD DESCRIPTION HERE ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## 08/03/2026 DD SET ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville MOC North A25.rvt ## 8/3/2026 2:14:37 PM ## A201 ## MC/IC ## MST 250485 ## EXTERIOR ## ELEVATIONS - COLD ## STORAGE 0 8 / 0 3 / 2 0 2 6 ## ROSEVILLE MOC ## NORTH ## 1105 WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/8" = 1'-0" ## A201 ## B1 ## EAST ELEVATION COLD STORAGE 1/8" = 1'-0" ## A201 ## A1 ## NORTH ELEVATION COLD STORAGE 1/8" = 1'-0" ## A201 ## C1 ## SOUTH ELEVATION COLD STORAGE 1/8" = 1'-0" ## A201 ## D1 ## WEST ELEVATION COLD STORAGE Attachment 3 Page 26 of 54 ## LEVEL 1 100' -0" ## T.O. FOOTING 96' -0" ## WASH BAY T/WALL 126' -0" ## A4 ## A302 _____________________ ## A4 ## A302 _____________________ ## 6" PRECAST ## REVEAL ## 1" PRECAST ## PANEL JOINT ## PREFINISHED ## METAL COPING ## 1-A1-B1-C ## B4 ## A302 _____________________ ## B4 ## A302 _____________________ ## WASH BAY T/ROOF 122' -2 1/2" ## BRINE T/WALL 123' -0" ## BRINE T/ROOF 118' -6" ## ROOF ACCESS LADDER ## BOLLARD ## 12" X 12" ## LOUVER ## WALL PACK ## ROOF MOUNTED EQUIPMENT ## WALL PACK ## BOLLARD ## WALL PACK ## LEVEL 1 100' -0" ## T.O. FOOTING 96' -0" ## WASH BAY T/WALL 126' -0" ## B1 ## A302 _____________________ ## B1 ## A302 _____________________ ## A1 ## A302 _____________________ ## A1 ## A302 _____________________ ## 6" PRECAST REVEAL ## OVERHEAD ## SECTIONAL DOOR ## PREFINISHED ## METAL COPING ## 1" PRECAST ## PANEL JOINT ## HOLLOW METAL ## DOOR 1-11-21-3 ## WASH BAY T/ROOF 122' -2 1/2" ## BRINE T/WALL 123' -0" ## BRINE T/ROOF 118' -6" ## BOLLARD ## ROOF MOUNTED ## EQUIPMENT ## WALL PACK ## WALL MOUNTED GREEN ## WALL TRELLIS ## LEVEL 1 100' -0" ## T.O. FOOTING 96' -0" ## WASH BAY T/WALL 126' -0" ## B1 ## A302 _____________________ ## B1 ## A302 _____________________ ## A1 ## A302 _____________________ ## A1 ## A302 _____________________ ## HOLLOW METAL DOOR ## OVERHEAD SECTIONAL ## DOOR ## PREFINISHED ## METAL COPING ## 6" PRECAST REVEAL ## 1" PRECAST ## PANEL JOINT ## 12" CIP ## CONCRETE 1-11-21-3 ## WASH BAY T/ROOF 122' -2 1/2" ## BRINE T/WALL 123' -0" ## BRINE T/ROOF 118' -6" ## SITE T/WALL 112' -0" ## ROOF ACCESS ## LADDER ## BOLLARD ## 24" X 24" LOUVER ## ROOF MOUNTED EQUIPMENT ## WALL PACK ## PAD MOUNTED ## GENERATOR ## WALL MOUNTED ## GREEN WALL ## TRELLIS ## LEVEL 1 100' -0" ## T.O. FOOTING 96' -0" ## WASH BAY T/WALL 126' -0" ## A4 ## A302 _____________________ ## A4 ## A302 _____________________ ## PREFINISHED ## METAL COPING ## 6" PRECAST ## REVEAL ## 1" PRECAST ## PANEL JOINT ## 12" CIP CONCRETE ## 1-A1-B1-C ## B4 ## A302 _____________________ ## B4 ## A302 _____________________ ## WASH BAY T/ROOF 122' -2 1/2" ## BRINE T/WALL 123' -0" ## BRINE T/ROOF 118' -6" ## SITE T/WALL 112' -0" ## ROOF MOUNTED ## EQUIPMENT ## ROOF ACCESS ## LADDER ## THRU WALL SCUPPER ## BOLARD ## WALL PACK ## WALL MOUNTED GREEN ## WALL METAL MESH ## TRELLIS 95' - 4" 16' - 0" ## MATERIALS ## B1 - 1/2" THIN BRICK ## PC1 - ARCHITECTURAL ## PRECAST W/ REVEALS ## PC2 - ARCHITECTURAL ## PRECAST W/ REVEALS ## WASH BAY T/WALL 126' -0" ## A4 ## A302 _____________________ ## A4 ## A302 _____________________ ## 1-A1-B1-C ## B4 ## A302 _____________________ ## B4 ## A302 _____________________ ## WASH BAY T/ROOF 122' -2 1/2" ## BRINE T/WALL 123' -0" ## BRINE T/ROOF 118' -6" ## KEYED SHEET NOTES # 1 ## ADD DESCRIPTION HERE 2 ## ADD DESCRIPTION HERE 3 ## ADD DESCRIPTION HERE 4 ## ADD DESCRIPTION HERE ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## 08/03/2026 DD SET ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville MOC North A25.rvt ## 8/3/2026 2:14:39 PM ## A202 ## MC/IC ## MST 250485 ## EXTERIOR ## ELEVATIONS - WASH ## BAY 0 8 / 0 3 / 2 0 2 6 ## ROSEVILLE MOC ## NORTH ## 1105 WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/8" = 1'-0" ## A202 ## A3 ## EAST ELEVATION WASH BAY 1/8" = 1'-0" ## A202 ## A1 ## NORTH ELEVATION WASH BAY 1/8" = 1'-0" ## A202 ## B1 ## SOUTH ELEVATION WASH BAY 1/8" = 1'-0" ## A202 ## B3 ## WEST ELEVATION WASH BAY 1/8" = 1'-0" ## A202 ## C3 ## WASHBAY PARAPET Attachment 3 Page 27 of 54 ## MATERIALS ## B1 - 1/2" THIN BRICK ## PC1 - ARCHITECTURAL ## PRECAST W/ REVEALS ## PC2 - ARCHITECTURAL ## PRECAST W/ REVEALS ## LEVEL 1 100' -0" 2-12-22-32-4 ## C4 ## A302 _____________________ ## C4 ## A302 _____________________ ## SALT SHED T/ROOF 123' -9" ## SALT SHED T/WALL 127' -0" ## SITE T/WALL 112' -0" ## SALT SHED ## SALT SHEDSALT SHED ## SITE WALL ## SITE WALL ## LEVEL 1 100' -0" ## 2-A2-B ## C1 ## A302 _____________________ ## C1 ## A302 _____________________ ## SALT SHED T/ROOF 123' -9" ## SALT SHED T/WALL 127' -0" ## SITE T/WALL 112' -0" ## SITE WALL ## PREFINISHED METAL ## COPING ## 6" REVEAL ## 1" PANEL JOINT ## LEVEL 1 100' -0" 2-12-22-32-4 ## C4 ## A302 _____________________ ## C4 ## A302 _____________________ ## SALT SHED T/ROOF 123' -9" ## SALT SHED T/WALL 127' -0" ## SITE T/WALL 112' -0" ## 6" REVEAL ## 1" PANEL JOINT ## PREFINISHED ## METAL COPING ## OVERFLOW SCUPPER W/ DOWNSPOUT ## LEVEL 1 100' -0" ## 2-A2-B ## C1 ## A302 _____________________ ## C1 ## A302 _____________________ ## SALT SHED T/ROOF 123' -9" ## SALT SHED T/WALL 127' -0" ## SITE T/WALL 112' -0" ## WALL PACK ## SITE WALL ## 6" REVEAL ## 1" PANEL JOINT ## PREFINISHED ## METAL COPING ## KEYED SHEET NOTES # 1 ## ADD DESCRIPTION HERE 2 ## ADD DESCRIPTION HERE 3 ## ADD DESCRIPTION HERE 4 ## ADD DESCRIPTION HERE 1/8" = 1'-0" ## A203 ## A1 ## SALT SHED - SOUTH ELEVATION ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## 08/03/2026 DD SET ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville MOC North A25.rvt ## 8/3/2026 2:14:40 PM ## A203 ## MC/IC ## MST 250485 ## EXTERIOR ## ELEVATIONS - SALT ## SHED 0 8 / 0 3 / 2 0 2 6 ## ROSEVILLE MOC ## NORTH ## 1105 WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/8" = 1'-0" ## A203 ## B1 ## SALT SHED - EAST ELEVATION 1/8" = 1'-0" ## A203 ## C1 ## SALT SHED - NORTH ELEVATION 1/8" = 1'-0" ## A203 ## B3 ## SALT SHED - WEST ELEVATION Attachment 3 Page 28 of 54 ## 1133 WOODHILL DRIVE ROSEVILLE, MN 55113 ## CITY OF ROSEVILLE ## ROSEVILLE CIVIC CAMPUS ## LICENSE, PASSPORT CENTER, & DANCE STUDIO (LPCDS) ## PROJECT TEAM ## CLIENTPROJECT MANAGERCIVIL ENGINEERLANDSCAPE ARCHITECT ## ARCHITECTSTRUCTURAL ENGINEERMECHANICAL ENGINEERELECTRICAL ENGINEER ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: MATTHEW FINN ## E-MAIL: ## MATTHEW.FINN@LHBCORP.COM ## ORGANIZATION ## ADDRESS ## CITY, STATE ????? ## PHONE: (???) ???-???? ## FAX: (???) ???-???? ## CONTACT: NAME ## TITLE ## EMAIL@ADDRESS.COM ## VIEW FROM SOUTHEAST ALONG WOODHILL ## SHEET INDEX ## STATE MAP ## PROJECT SITE ## ROSEVILLE, MN ## LOCATION MAP ## PROJECT LOCATION ## MAP DATA ©2025 GOOGLE ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: GREGG CURTIS ## E-MAIL: ## GREGG.CURTIS@LHBCORP. ## COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: BEN KOBOLD ## E-MAIL: ## BEN.KOBOLD@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JAKE MELBOSTAD ## E-MAIL: ## JAKE.MELBOSTAD@LHBCOR ## P.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: MARTIN THOMPSON ## E-MAIL: ## MARTIN.THOMPSON@LHBCORP. ## COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JORDAN CABAK ## E-MAIL: ## JORDAN.CABAK@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JESS VETRANO ## E-MAIL: ## JESS.VETRANO@LHBCORP.COM ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 1670 Broadway Suite 3400 ## Denver, CO 80202-4824 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 2660 Civic Center Dr ## Roseville, MN 55113 ## 05/07/2026 SD SET ## 08/03/2026 DD SET ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville LPCDS A25.rvt ## 8/3/2026 1:47:57 PM ## G001 ## XXX ## XXX 250485 ## PROJECT TITLE ## SHEET 8 / 3 / 2 0 2 6 ## LICENSE, PASSPORT ## CENTER, & DANCE ## 1133 WOODHILL DRIVE ## ROSEVILLE, MN 55113 ## ARCHITECTURAL ## #SHEET NAMESD DD CD ## A100ARCHITECTURAL SITE DETAILS● ● ## A101LEVEL 1 FLOOR PLAN● ● ## A111ROOF PLAN● ● ## A121LEVEL 1 REFLECTED CEILING PLAN● ● ## A201EXTERIOR ELEVATIONS● ● ## A301BUILDING SECTIONS● ● ## A311WALL SECTIONS● ## A312WALL SECTIONS● ## A313WALL SECTIONS● ## A411INTERIOR ELEVATIONS - LICENSE● ## A412INTERIOR ELEVATIONS - PASSPORT● ## A413INTERIOR ELEVATIONS - DANCE● ## A501EXTERIOR DETAILS - TYPICAL● ## A601WINDOW, STOREFRONT, AND CURTAINWALL ## ELEVATIONS ● ## A611DOOR/OPENING SCHEDULES AND ELEVATIONS● ## A621WINDOW DETAILS● ## A701MATERIAL FINISH SCHEDULES● ## A721LEVEL 1 FINISH PLAN● ## A821LEVEL 1 FURNITURE REFERENCE PLAN● ## GENERAL ## #SHEET NAMESD DD CD ## G001PROJECT TITLE SHEET● ● ## G002GENERAL NOTES, SYMBOLS & ABBREVIATIONS● ## G004CODE PLAN● ● ## G005STANDARD MOUNTING HEIGHTS● ● ## G006EXTERIOR WALL TYPES● ## G007INTERIOR WALL TYPES● ## G008ROOF & FLOOR TYPES● ## LANDSCAPE ARCHITECTURE ## #SHEET NAMESD DD CD ## L100TREE PRESERVATION PLAN● ● ## L ## 101LANDSCAPE PLAN● ● ## L500TREE PROTECTION DETAILS● ● ## L501LANDSCAPE DETAILS● ● ## CIVIL ## #SHEET NAMESD DD CD ## C101REMOVALS AND INITIAL EROSION CONTROL PLAN● ● ## C102PROPOSED EROSION CONTROL PLAN● ## C201UTILITY PLAN● ● ## C301GRADING PLAN● ● ## C401SURFACING & LAYOUT PLAN● ● ## C501CIVIL DETAILS● ## C502CIVIL DETAILS● ## C503CIVIL DETAILS● ## C504CIVIL DETAILS● ## C505CIVIL DETAILS● ## C506CIVIL DETAILS● ## C507CIVIL DETAILS● ## C511EV CHARGING STATION PARKING DETAILS● ## FIRE PROTECTION ## #SHEET NAMESD DD CD ## F001FIRE PROTECTION SYMBOLS, ABBREVIATIONS, AND ## PLANS ● ## MECHANICAL ## #SHEET NAMESD DD CD ## M001MECHANICAL SYMBOLS AND ABBREVIATIONS● ## M151LEVEL 1 MECHANICAL PLANS● ## M201ROOF MECHANICAL PLAN● ## M501MECHANICAL SCHEDULES & DETAILS● ## PLUMBING ## #SHEET NAMESD DD CD ## P001PLUMBING SYMBOLS AND ABBREVIATIONS● ## P ## 111SANITARY PLANS● ## P121LEVEL 1 DOMESTIC WATER PLAN● ## P201ROOF PLUMBING PLAN● ## P501PLUMBING SCHEDULES & DETAILS● ## ELECTRICAL ## #SHEET NAMESD DD CD ## E001ELECTRICAL SYMBOLS AND ABBREVIATIONS● ## E ## S101 ELECTRICAL SITE PLAN● ## EP101 LEVEL 1 POWER PLAN● ## EP111 ROOF POWER PLAN● ## T101LEVEL 1 TECHNOLOGY PLAN● ## EL121 LEVEL 1 LIGHTING PLAN● ## E401ENLARGED ELECTRICAL PLANS● ## E501ELECTRICAL DETAILS● ## E601ELECTRICAL SCHEDULES● ## E602ELECTRICAL SCHEDULES● ## E701ELECTRICAL DIAGRAMS● ## T501TECHNOLOGY DETAILS● ## STRUCTURAL ## #SHEET NAMESD DD CD ## S001GENERAL STRUCTURAL NOTES & ABBREVIATIONS● ## S011LOAD MAPS● ## S101FOUNDATION PLAN● ## S102ROOF FRAMING PLANS● ## S301SECTIONS● ## S401BRACED FRAME ELEVATIONS AND DETAILS● ## S501TYPICAL FOUNDATION DETAILS● ## S511TYPICAL FRAMING DETAILS● ## S601SCHEDULES● ## S901PROJECT 3D VIEWS● Attachment 3 Page 29 of 54 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X | | ## H ## Y ## D > > > > > > ## ST ## EXISTING ## BUILDING ## EXISTING ## BUILDING > > > > > > > > > > >> >> ## S >> >> ## S >> >> ## S ## WOODHILL DRIVE ## TP | | | | | | | | | | | | ## W ## S ## O | | | | | | |||| | | | | | | | ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XX ## XXX ## X ## TP ## TP ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## CONSTRUCTION LIMITS ## CONSTRUCTION LIMITS ## FO ## FO ## FO ## FO 9.00' ## (TYP.) 8' ## 18.00' (TYP.) 9.00' ## (TYP.) 23.00' 34.66' 29.33' 30.68' 25.34' 34.64' ## 2.00' (TYP.) ## 5.00' (TYP.) 28.5' 8.00' 18.67' 6.00' 6.00' 11.00' 62.00' 98.00' ## PROPOSED ## BUILDING 8.12' 20.30' 10.00' 8.00' ## (TYP.) 200.00' 106.00' ## CONCRETE WALK ## CONCRETE PAVEMENT ## CONCRETE WALK ## BITUMINOUS PAVEMENT ## CONCRETE WALK ## BASKETBALL COURT ## WITH STRIPING ## LIMESTONE AGGREGATEBALLFIELD SURFACING ## MATCH EX. CURB PROFILE ## MATCH EX. CURB PROFILE ## MATCH EX. CURB PROFILE ## B612 CURB & GUTTER ## B612 CURB & GUTTER ## B612 CURB & GUTTER ## BENCH (TYP.) ## SEE 8/L501 ## BIKE RACK (TYP.) ## SEE 9/L501 ## ADA RAMP ## ADA RAMP ## ADA RAMP ## VALLEY GUTTER ## VALLEY GUTTER ## FOUL POLE (TYP.) ## PICNIC TABLE (TYP.) ## 16'X16' PICNIC SHELTER ## PLAYGROUND ## SEE NOTE 8 ## PLAYGROUND CURB ## SEE 10/L501 ## SCOREBOARD ## BASKETBALL ## HOOP (TYP.) ## 8' FENCE WITH SAFETY TOP CAP ## 1' CONCRETE MAINTENANCE ## EDGER (TYP.) ## 15' FENCE (TYP.) ## 20' BACKSTOP FENCE ## 30'X10' COVERED ## DUGOUT AND BENCH ## 10' GATE ## 4' GATE (TYP.) ## FLAGPOLE (TYP.) ## VFW MONUMENT SIGN ## VETERANS PARK MONUMENT SIGN ## BUS STOP LANDING AND BENCH ## LPCDS MONUMENT SIGN ## BALLFIELD BASES (TYP.)BY OWNER ## 20' LONG, 4 ROW ## HIGH ALUMINUM ## BLEACHERS ## 24' ALUMINUM BENCH ## 24' ALUMINUM BENCH ## TRANSFORMER PAD 11.49' 91.99' 8.04' ## TRASH ENCLOUSURE ## BIKE RACK (TYP.) ## SEE 9/L501 ## ELECTRIC VEHICLEPARKING STALLS ## CURB TAPER ## CURB TAPER ## RIBBON CURB ## LEGEND ## CONSTRUCTION LIMITS ## BITUMINOUS PAVEMENT. SEE 1/C502, INSET ABITUMINOUS COURT. SEE 1/C502, INSET B ## CONCRETE PAVEMENT. SEE 1/C502, INSET CCONCRETE WALK. SEE 1/C502, INSET D ## LIMESTONE AGGREGATE BALLFIELD SURFACINGPLAYGROUND. SEE NOTE 8.REVERSE CURB & GUTTER ## SURFACING CONTROLLED BY OTHER DISCIPLINES ## LIGHT POLE, REFER TO ELECTRICAL ## GENERAL NOTES ## 1. REFER TO C402 FOR SIGNAGE AND PAVEMENT STRIPING. ## 2. REFER TO L101 FOR PERMANENT TURF ESTABLISHMENT REQUIREMENTS. ## 3. SITE LIGHTING IS SHOWN FOR LOCATION ONLY. REFER TO ELECTRICAL FOR ## ADDITIONAL REQUIREMENTS. ## 4. PREVENT FORM DAMAGE ALL SURFACES OUTSIDE THE CONSTRUCTION LIMITS. RESTORE ALL DISTURBED AREAS DUE TO CONSTRUCTION ACTIVITIES TOPRE-CONSTRUCTION CONDITION UNLESS OTHERWISE NOTED IN THE DRAWINGS. 5. ADJUST ALL CASTINGS, VALVE BOXES AND JUNCTION BOXES TO FINISH GRADE.6. PROVIDE BITUMINOUS TACK COAT BETWEEN PROPOSED BITUMINOUS PAVEMENTS AND ## ALL ADJACENT CONCRETE OR BITUMINOUS SURFACES. ## 7. PROVIDE BITUMINOUS TACK COAT BETWEEN THE WEARING AND NON-WEARING ## COURSES FOR ALL PROPOSED BITUMINOUS PAVEMENTS. ## 8. PLAYGROUND SURFACING AND EQUIPMENT TO BE COMPLETED BY PLAYGROUND ## INSTALLER. INCLUDE $200,000 ALLOWANCE FOR THIS SCOPE. ## SURFACING & LAYOUTPLAN ## DPG ## JTC ## C401 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 THIS SQUARE APPEARS 1/2" x 1/2" ## ON FULL SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 08/03/2026 ## PROJECT NAME: ## ROSEVILLE LICENSE ## AND PASSPORT CTRAND DANCE STUDIO 1133 ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:2660 CIVIC CENTER DR ## ROSEVILLE, MN 55113 ## File Path: ## ..\250485\500 Drawings\Civil\01 NW AREA\250485.01 C401 Surfacing Plan.dwg ## 7/31/2026 3:44 PM ## Plot Date: 1 05/08/2026 ## SD PRICING ## 1670 BROADWAY, SUITE 3400 ## DENVER, CO 80202-4824 ## CONSULTANT: 2 08/03/2026 ## DD PRICING ## Attachment 3 Page 30 of 54 929 930 928 929 931 931 ## 4" DIP BLDG WATER CONNECTION ## REFER TO MECHANICAL FOR CONTINUATION ## IE=2.34 ## HYDRANT | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## G ## G | | ## H ## Y ## D | | ## H ## Y ## D > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> ## S >> >> ## S >> >> ## S | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## W ## S ## O | | | | | | || | | | | | | | ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XX ## X ## X ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## FO ## FO ## FO ## CONSTRUCTION LIMITS, TYP. ## BUILDING FOOTPRINT ## DIRECTIONAL ## SIGN, SEE ARCH. ## ROCK MULCH ## MAINTENANCE ## EDGER, TYP. ## SEE 7/L501 ## STEEL EDGER, TYP ## SEE 6/L501 ## FLAGPOLES (3), ## SEE ARCH. ## BENCH, TYP ## WASTE RECEPTACLE, TYP ## 4-SEAT TABLE, TYP3-SEAT TABLE, TYP ## BASKETBALL HOOP, TYP ## BASKETBALL COURT STRIPING, TYP ## PICNIC SHELTER ## PLAYGROUND ## EQUIPMENT AND ## SURFACING ## DUGOUT BENCH, TYP ## SPECTATOR SEATING ## BIKE RACK, TYP ## MONUMENT SIGN ## MATCH CITY STANDARD ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## CONT ## CONIFEROUS CANOPY TREE ## CT 19 ## Coniferous Tree ## 6` HT ## DECIDUOUS CANOPY TREE ## DT 48 ## Deciduous Tree ## 3" B&B ## ORNAMENTAL TREE ## OT 41 ## Ornamental Tree ## 1 1/2" B&B ## DN 15 ## Ornamental Tree - Narrow ## 8` B&B ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## SIZE ## SHRUBS ## CS 15 ## Coniferous Shrub ## #7 CONT ## SYMBOL ## QTY ## BOTANICAL / COMMON NAME ## CONT ## SPACING ## SHRUB AREAS 12,091 sf ## Landscape Bed ## Includes Shrub and Perennial Plantings with 4" of Hardwood Mulch ## #5 CONT 42" o.c. ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## GROUND COVERS ## AS 24,951 sf ## Athletic Field Sod ## LS 53,842 sf ## Lawn Sod ## ME 1,231 sf ## Maintenance Edger ## NS 3,578 sf ## Native Seed Mix 10' 20' 40' Scale: 1"=20' ## LANDSCAPE PLAN 1 ## LANDSCAPE PLAN ## KAT ## JSV ## LANDSCAPE NOTESPLANT SCHEDULE ## GENERAL LANDSCAPE NOTES: ## 1. THIS DRAWING DOES NOT CONSTITUTE AN OFFICIAL ## SURVEY OF THE SITE. CONFIRM ALL LOCATIONS OFSURFACE AND SUB-SURFACE FEATURES BEFORE ## BEGINNING INSTALLATION. ADVISE LANDSCAPE ARCHITECT ## OF ANY DISCREPANCIES. ## 2. THE PLAN TAKES PRECEDENCE OVER THE PLANT ## SCHEDULE IF DISCREPANCIES EXIST. ADVISE LANDSCAPE ## ARCHITECT OF ANY DISCREPANCIES. ## 3. CONFIRM ALL QUANTITIES, SHAPES, AND LOCATIONS OF ## LANDSCAPE AREAS, AND ADJUST TO CONFORM TO THE ## SITE CONDITIONS. CONFIRM ANY ADJUSTMENTS WITH THE ## LANDSCAPE ARCHITECT. ## 4. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES ## PRIOR TO DIGGING. NOTIFY THE LANDSCAPE ARCHITECT OF ## ANY CONFLICTS WITH PLANT INSTALLATION. ## 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL MULCHES AND ## SOIL QUANTITIES TO COMPLETE THE WORK SHOWN IN THE ## DRAWINGS. VERIFY ALL QUANTITIES SHOWN ON THE PLANT ## SCHEDULE. ## 5.1. REFER TO SPECIFICATION SECTION 31 2323 FILL FOR ## SOIL TYPES AND REQUIREMENTS. DO NOT BEGIN ## PLANTING OPERATIONS IF SOIL CONDITIONS ARENOT AS SPECIFIED. ## 5.2. REFER TO SPECIFICATION SECTION 32 9300 FOR ## MULCH TYPES AND REQUIREMENTS. ## 6. LANDSCAPE BED AREAS TO CONTAIN SHRUBS AS SHOWN ## ON SHEET L102 AND HARDWOOD MULCH AND PLANTINGSOIL AT DEPTHS IDENTIFIED IN DETAIL 4/L501. ## 7. BASIN BOTTOM NATIVE SEED MIX AREAS TO CONTAIN ## PERENNIAL PLUG PLANTINGS AS OUTLINED IN DETAIL ## 7/L501. REFER TO CIVIL FOR REQUIRED SOIL DEPTHS FOR ## BIOFILTRATION BASINS. ## 8. REMOVE FROM THE SITE ALL TURF WHICH HAS BEEN ## REMOVED FOR NEW PLANT BEDS. LONG-TERM STORAGE OF ## MATERIALS OR SUPPLIES ON-SITE IS NOT ALLOWED. ## 9. STAKE TREE AND PLANTING BED LAYOUT IN-FIELD FOR ## LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANTING ## OPERATIONS ## PROTECTIONS ## 10. PROTECT EXISTING TREES. DO NOT STORE OR DRIVE ## HEAVY MATERIALS OVER TREE ROOTS. DO NOT DAMAGE ## TREE BARK OR BRANCHES. REFER TO SHEET L500 FORTREE PROTECTION REQUIREMENTS. ## 11. KEEP PAVEMENTS, FIXTURES AND BUILDINGS CLEAN AND UNSTAINED. ANY DAMAGE TO EXISTING FACILITIES WILL BEREPAIRED AT THE CONTRACTOR’S EXPENSE. KEEP THEPROJECT SITE CLEAR OF CONSTRUCTION WASTES AND ## DEBRIS. ## 12. PROVIDE AND MAINTAIN INLET AND PERIMETER EROSION ## CONTROL BMPS AS SPECIFIED ON CIVIL SHEETS. ## 13. ALL AREAS OF THE SITE DISTURBED BY CONSTRUCTION ## WILL BE RESTORED WITH SEED OR SOD UNLESS ## OTHERWISE NOTED. SEE SPECIFICATIONS FOR TURF ## RESTORATION REQUIREMENTS. ## PLANT MATERIAL ## 14. PLANT TREE ROOT BALLS FLUSH WITH FINAL GRADE AND ## THE TOP OF ROOT FLARE EXPOSED, PER PLANTING ## DETAILS. ## 15. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ## ACCEPTED UNLESS APPROVED IN WRITING BY THE ## LANDSCAPE ARCHITECT. ## 16. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ## REJECT ANY PLANTS WHICH ARE DEEMEDUNSATISFACTORY. ## 17. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN ## STANDARD FOR NURSERY STOCK", ANSI-Z60. LATEST ## EDITION, OF THE AMERICAN ASSOCIATION OF ## NURSERYMEN, INC. ## 18. HEEL IN AND WATER ANY PLANT STOCK NOT PLANTED ## WITHIN 24 HOURS OF DELIVERY UNTIL INSTALLATION. ## PLANTS NOT MAINTAINED IN THIS MANNER WILL BEREJECTED. ## 19. REFER TO SPECIFICATIONS FOR WARRANTY ## REQUIREMENTS AND OTHER PLANTING ACCESSORIES. ## MAINTENANCE AND CARE ## 20. BEGIN PLANT MAINTENANCE IMMEDIATELY AFTER EACH ## PORTION OF THE WORK IS IN PLACE. ## 21. MAINTENANCE INCLUDES WATERING, WEEDING, MULCHING, REMOVAL OF DEAD MATERIAL PRIOR TO GROWING SEASON,RE-SETTING PLANTS AND PROPER GRADE, AND KEEPINGPLANTS IN A PLUMB POSITION. ## 22. REFER TO SPECIFICATIONS FOR FULL INSPECTION, ## MAINTENANCE, AND WARRANTY REQUIREMENTS. ## IRRIGATION ## 23. CONTRACTOR TO PROVIDE DESIGN-BUILD IRRIGATION ## SERVICES TO IRRIGATE ALL LANDSCAPE BEDS, SODDED, ## AND SEEDED AREAS. ## 24. INTENT IS TO UTILIZE CAPTURED AND TREATED ## STORMWATER RUNOFF FROM PARKING LOT TOSUPPLEMENT IRRIGATION SYSTEM. WATER TO BE ROUTED ## THROUGH UNDERGROUND SYSTEM THAT INCLUDES ## STORAGE, PUMPS, TREATMENT, AND A BYPASS VALVE TO ## AVOID COLLECTION DURING WINTER MONTHS. ## COORDINATE WITH CIVIL AND MECHANICAL. ## 25. DESIGN FOR IRRIGATED AREAS MUST BE SUBMITTED AND ## APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR ## TO INSTALLATION. COORDINATE WITH OWNER ON FINAL ## PRODUCT SELECTION. AS-BUILT DOCUMENTATION WILL BEREQUIRED. ## L101 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 2\MSPp THIS SQUARE APPEARS 1/2" x 1/2" ## ON FULL SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 08/03/2026 ## PROJECT NAME: ## ROSEVILLE LICENSE ## AND PASSPORT CTRAND DANCE STUDIO 1133 ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT: ## 2660 CIVIC CENTER DR ## ROSEVILLE, MN 55113 ## File Path: ## ..12\MSPprojects\25Proj\250485\500 Drawings\LA\250485.01 L100 Landscape Plan.dwg ## 7/31/2026 2:01 PM ## Plot Date: 1 05/08/2026 ## SD PRICING ## 1670 BROADWAY, SUITE 3400 ## DENVER, CO 80202-4824 ## CONSULTANT: 2 08/03/2026 ## DD PRICING ## Attachment 3 Page 31 of 54 ## REF. ## MNBC 602.1 ..."WHERE REQUIRED TO HAVE A FIRE-RESISTANCERATING BY TABLE 601, ## BUILDING ELEMENTS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF SECTION ## 703.2. THE PROTECTION OF OPENINGS, DUCTS AND AIR TRANSFER OPENINGS IN ## BUILDING ELEMENTS SHALL NOT BE REQUIRED UNLESS REQUIRED BY OTHER ## PROVISIONS OF THIS CODE." 1hFP ## WALL RATING ## FIRE SEPARATION CATEGORY ## FP FIRE PARTITION ## FB FIRE BARRIER ## FW FIRE WALL ## SW SHAFT WALL (FIRE BARRIER) ## SP SMOKE PARITION ## SB SMOKE BARRIER ## ** STRUCTURAL PROTECTION REQUIRED BY TABLE 602.1.; SEE ## NOTE BELOW ## FIRE RATING KEY ## CODE LEGEND ## EXIT ACCESS TRAVEL DISTANCE ## COMMON PATH OF TRAVEL DISTANCE ## DEAD END CORRIDOR DISTANCE ## CODE OCCUPANCY TAG ## PARKING ## 1,500 GSF ## S-2 300 5 ## OCCUPANCY DESCRIPTION ## SQUARE FOOTAGE ## BUILDING/AREA OCCUPANCY CLASSIFICATION ## OCCUPANT LOAD FACTOR ## OCCUPANT LOAD ## EXIT TAG / 100 24" 36" ## OCCUPANTS ## INDICATES EGRESS EXIT ## REQUIRED EXIT WIDTH ## PROVIDED EXIT WIDTH ## TRAVEL DISTANCE PATH ## BUSINESS ## ASSEMBLY ## ACCESSORY ## CIRCULATION ## OCCUPANCY TYPES ## EXIT SIGN (CEILING MOUNTED) ## EXIT SIGN (WALL MOUNTED) ## EMERGENCY BATTERY LIGHT ## REMOTE EMERGENCY BATTERY LIGHT ## EXIT SIGNAGE ## GENERAL CODE / LIFE SAFETY NOTES ## A. SPECIAL INSPECTIONS AS IDENTIFIED BY IBC CHAPTER 17 ARE NOT REQUIRED FOR THIS ## PROJECT. ## B. REFER TO ELECTRICAL DRAWINGS FOR EXIT SIGN LOCATIONS. ## 2,356 SF ## DANCE STUDIO ## A-3 15 156 ## 1,899 SF ## BLDG COMMON (none) 150 15 ## 1,048 SF ## STAFF ## B 150 7 ## 2,227 SF ## LICENSE CTR ## B 150 16 ## 1,580 SF ## LICENSE WAITING ## B 150 40 ## OCCUPANCY BASED ## ON SEATING FOR 40 ## OCCUPANCY BASED ## ON SEATING FOR 40 ## 607 SF ## DANCE LOBBY ## A-3 15 46 / 70 11" 72" / 48 8"72" / 169 26" 72" / 47 8"72" / 114 18" 72" / 88 14" 36" 138' - 7 1/4" 52' - 6" 123' - 6 1/4" 49' - 7 5/16" ## 1,356 SF ## PASSPORT WAITING ## B 40 ## 1,262 SF ## PASSPORT CENTER ## B 200 7 ## 514 SF ## DANCE CENTER ## B 150 6 33' - 0 1/16" ## 267 SF ## STORAGE ## ACC 200 2 122' - 2 3/4" 81' - 9 1/4" ## 323 SF ## MECH / ELEC ## ACC 200 2 / 15 3"42" ## CONVENIENCE DOOR ONLY. ## EXIT ACCESS ALWAYS AVAILABLE ## FROM INSIDE, ## LOCKED AT EXTERIOR & ELECTRIC ## STRIKE WILL FAIL SECURE ## DOOR TO LOBBY ALLOWS STAFF A ## CHOICE TO CONTINUE NORTH, OR ## EXIT THROUGH LOBBY ## DOOR TO LOBBY ALLOWS STAFF A ## CHOICE TO CONTINUE SOUTH, OR ## EXIT THROUGH SHARED SPACES ## PASSPORT STAFF RETAIN ## ACCESS THROUGH LICENSE ## AREA, NOTE SWING IN ## DIRECTION OF EGRESS TRAVEL ## EXIT ONLY, ALARMED ## ALWAYS SECURE FROM EXTERIOR. 3' - 4" 5' - 8" 3' - 0" ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 1670 Broadway Suite 3400 ## Denver, CO 80202-4824 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 2660 Civic Center Dr ## Roseville, MN 55113 ## 05/07/2026 SD SET ## 08/03/2026 DD SET ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville LPCDS A25.rvt ## 8/3/2026 1:19:03 PM ## G004 ## XXX ## XXX 250485 ## CODE PLAN 8 / 3 / 2 0 2 6 ## LICENSE, PASSPORT ## CENTER, & DANCE ## 1133 WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/8" = 1'-0" ## G004 ## A3 ## CODE PLAN Attachment 3 Page 32 of 54 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 1670 Broadway Suite 3400 ## Denver, CO 80202-4824 23456 ## B ## C ## D ## E ## 21 W. SUPERIOR ST., STE 500 | DULUTH, MN 55802 | 218.727.8446 ## 2660 Civic Center Dr ## Roseville, MN 55113 ## 05/07/2026 SD SET ## 08/03/2026 DD SET ## A u t o d e s k ## D o c s : / / 2 5 0 4 8 5 ## R o s e v i l l e ## M ## O ## C - ## L ## P ## C ## D ## S / 2 5 0 4 8 5 ## R o s e v i l l e ## L ## P ## D ## C ## S ## S 2 5 . r v t 8 / 3 / 2 0 2 6 1 2 : 0 5 : 3 0 ## P ## M ## S901 ## RDV ## GMC 250485 ## PROJECT 3D VIEWS 0 8 / 0 3 / 2 0 2 6 ## LICENSE, PASSPORT ## CENTER, & DANCE ## 1133 WOODHILL DRIVE ## ROSEVILLE, MN 55113 ## S901 ## A1 ## 3D VIEW FROM SOUTHEAST (REFERENCE ONLY) ## S901 ## B1 ## 3D VIEW FROM NORTHWEST (REFERENCE ONLY) Attachment 3 Page 33 of 54 ## LEVEL 1 100' -0" ## T.O. WALL 116' -0" ## A1 ## A301 _____________________ ## T.O. ROOF 119' -10 3/4" ## WOOD COLUMN ## FACE BRICK, TEXTURE 1 ## FIBER CEMENT PANEL, ## COLOR 1 ## FIBER CEMENT PANEL, ## COLOR 2 ## PRE-FIN METAL, COLOR 2 ## METAL PANEL, COLOR 1 ## ALUMINUM WINDOW ## FACE BRICK, TEXTURE 1 ## SOLDIER COURSE ## HM DOOR, PAINTED 1 ## A312 _____________________ 2 ## A312 _____________________ ## LEVEL 1 100' -0" ## T.O. WALL 116' -0" ## C1 ## A301 _____________________ ## B1 ## A301 _____________________ ## D1 ## A301 _____________________ ## B4 ## A301 _____________________ ## C4 ## A301 _____________________ ## T.O. ROOF 119' -10 3/4" ## WOOD COLUMN ## FACE BRICK ## FIBER CEMENT PANEL, COLOR 1 ## METAL PANEL, COLOR 2 ## FACE BRICK ## ALUMINUM SUNSCREEN BY ## WINDOW MANUF. ## METAL SUNSHADE 2 ## A313 _____________________ ## FIBER CEMENT PANEL, COLOR 2 ## METAL PANEL, COLOR 1 ## FIBER CEMENT PANEL, COLOR 1 ## PRE-FIN METAL, COLOR 2 ## PRE-FIN METAL, COLOR 2 ## PRE-FIN METAL, COLOR 2 ## CEMENT FIBER PANEL, COLOR 3 ## FACE BRICK, SOLDIER COURSE ## DOWNSPOUT, 3" ROUND, PTD. ## CANOPY, METAL PANEL, COLOR 2 ## LEVEL 1 100' -0" ## T.O. FOOTING 96' -0" ## T.O. WALL 116' -0" ## A1 ## A301 _____________________ ## T.O. ROOF 119' -10 3/4" ## FACE BRICK ## WOOD COLUMN ## FIBER CEMENT PANEL, COLOR 1 ## FIBER CEMENT PANEL, COLOR 1 ## ALUMINUM WINDOW ## METAL PANEL, COLOR 2 ## CANOPY, METAL PANEL, COLOR 2 ## METAL PANEL, COLOR 1 ## FIBER CEMENT PANEL, COLOR 2 ## FIBER CEMENT PANEL, COLOR 3 ## ALUMINUM STOREFRONT ## SOLDIER COURSE ## SOLDIER COURSE 1 ## A312 _____________________ 2 ## A312 _____________________ ## ALUMINUM WINDOW ## PRE-FIN. METAL SILL ## PRE-FIN METAL FLASHING AT WALL ## LEVEL 1 100' -0" ## T.O. WALL 116' -0" ## C1 ## A301 _____________________ ## B1 ## A301 _____________________ ## D1 ## A301 _____________________ ## B4 ## A301 _____________________ ## C4 ## A301 _____________________ ## T.O. ROOF 119' -10 3/4" ## FACE BRICKFIBER CEMENT PANEL, COLOR 1 ## FACE BRICK, TEXTURE 1 ## ALUMINUM WINDOW ## METAL PANEL, COLOR 2 ## METAL PANEL, COLOR 1 ## CAST-IN-PLACE CONCRETE ## STOOP AND STAIR ## HM DOOR, PAINTED ## SOLDIER COURSE ## SOLDIER COURSE ## SOLDIER COURSE ## HANDRAIL, GALV. PTD. 2 1/2" x 1" BARSTOCK ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 1670 Broadway Suite 3400 ## Denver, CO 80202-4824 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 2660 Civic Center Dr ## Roseville, MN 55113 ## 05/07/2026 SD SET ## 08/03/2026 DD SET ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville LPCDS A25.rvt ## 8/3/2026 1:12:54 PM ## A201 ## XXX ## XXX 250485 ## EXTERIOR ## ELEVATIONS 8 / 3 / 2 0 2 6 ## LICENSE, PASSPORT ## CENTER, & DANCE ## 1133 WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/8" = 1'-0" ## A201 ## C3 ## NORTH ELEVATION 1/8" = 1'-0" ## A201 ## B1 ## EAST ELEVATION 1/8" = 1'-0" ## A201 ## C1 ## SOUTH ELEVATION 1/8" = 1'-0" ## A201 ## A1 ## WEST ELEVATION Attachment 3 Page 34 of 54 ## 1140 WOODHILL DRIVE ## ROSEVILLE, MN 55113 ## ROSEVILLE CIVIC CAMPUS ## MAINTENANCE AND ## OPERATIONS CENTER - SOUTH ## PROJECT TEAM ## CLIENTPROJECT MANAGERCIVIL ENGINEERLANDSCAPE ARCHITECT ## ARCHITECTSTRUCTURAL ENGINEERMECHANICAL ENGINEERELECTRICAL ENGINEER ## CITY OF ROSVILLE ## 2660 CIVIC CENTER DR. ## ROSEVILLE, MN ## PHONE: (651) 444-9810 ## CONTACT: JESSE FREIHAMMER ## EMAIL: ## JESSE.FREIHAMME@CITYOFROSE ## VILLE.COM ## RENDERING IMAGESHEET INDEX ## STATE MAP ## PROJECT SITE ## ROSEVILLE, MN ## LOCATION MAP ## MOC SOUTH ## PROJECT ## LOCATION ## MAP DATA ©2026 RAMSEY COUNTY GIS ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: GREGG CURTIS ## E-MAIL: ## GREGG.CURTIS@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: BEN KOBOLD ## E-MAIL: ## BEN.KOBOLD@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JAKE MELBOSTAD ## E-MAIL: ## JAKE.MELBOSTAD@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: MARTIN THOMPSON ## E-MAIL: ## MARTIN.THOMPSON@LHBCORP. ## COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JORDAN CABAK ## E-MAIL: ## JORDAN.CABAK@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JESS VETRANO ## E-MAIL: ## JESS.VETRANO@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: MATT COLIANNI ## E-MAIL: MATT.COLIANNI ## @LHBCORP.COM ## EQUIPMENT DESIGN ## HDR ## 1601 UTICA AVENUE SOUTH ## SUITE 600 ## ST. LOUIS PARK, MN 55416-3400 ## PHONE: (303) 318-6331 ## CONTACT: JACKSON ROREX ## E-MAIL: ## JACKSON.ROREX@HDRINC.COM ## MOC NORTH ## PROJECT ## LOCATION ## WOODHILL DR ## LEXINGTON AVE NORTH ## CIVIC CENTER DRIVE NORTH ## COUNTY ROAD C WEST ## HAMLINE AVE NORTH ## 2680 CIVIC CENTER DRIVE ## ROSEVILLE, MN 55113 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## 08/03/2026DD SET ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville MOC South A25.rvt ## 8/3/2026 2:16:55 PM ## G001 ## MC/IC ## MST 250485 ## PROJECT TITLE ## SHEET 8 / 3 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## 1140 WOODHILL DRIVE ## ROSEVILLE, MN 55113 ## ARCHITECTURAL ## #SHEET NAMESD DD CD ## AD101LEVEL 1 DEMOLITION PLAN● ## A101OVERALL FLOOR PLAN●● ## A101AFLOOR PLAN - AREA A●● ## A101BFLOOR PLAN - AREA B●● ## A101CFLOOR PLAN - AREA C●● ## A101DFLOOR PLAN - AREA D●● ## A102OVERALL FLOOR PLAN - MEZZANINES●● ## A103FLOOR PLAN - MEZZANINES● ## A111OVERALL ROOF PLAN●● ## A121OVERALL REFLECTED CEILING PLAN● ## A121AREFLECTED CEILING PLAN - AREA A● ## A121BREFLECTED CEILING PLAN - AREA B● ## GENERAL ## #SHEET NAMESD DD CD ## G001PROJECT TITLE SHEET●● ## G002GENERAL NOTES, SYMBOLS & ABBREVIATIONS● ## G003STANDARD MOUNTING HEIGHTS● ## G005CODE PLAN●● ## CIVIL ## #SHEET NAMESD DD CD ## C101REMOVALS & INITIAL EROSION CONTROL PLAN●● ## C ## 102PROPOSED EROSION CONTROL PLAN● ## C201UTILITY PLAN●● ## C301GRADING PLAN●● ## C401SURFACING & LAYOUT PLAN●● ## C501CIVIL DETAILS● ## C502CIVIL DETAILS● ## C503CIVIL DETAILS● ## C504CIVIL DETAILS● ## C505CIVIL DETAILS● ## C506CIVIL DETAILS● ## C507CIVIL DETAILS● ## C511EV CHARGING STATION PARKING DETAILS● ## LANDSCAPE ARCHITECTURE ## #SHEET NAMESD DD CD ## L100TREE PRESERVATION PLAN●● ## L101LANDSCAPE PLAN●● ## L500TREE PROTECTION DETAILS●● ## L501LANDSCAPE DETAILS●● ## EQUIPMENT ## #SHEET NAMESD DD CD ## Q001EQUIPMENT ABBREVIATIONS, NOTES & SYMBOLS●● ## Q101OVERALL EQUIPMENT PLAN - SOUTH MOC●● ## Q101AEQUIPMENT PLAN - SOUTH MOC - AREA A●● ## Q101BEQUIPMENT PLAN - SOUTH MOC - AREA B●● ## Q101CEQUIPMENT PLAN - SOUTH MOC - AREA C●● ## Q101DEQUIPMENT PLAN - SOUTH MOC - AREA D●● ## Q102OVERALL EQUIPMENT PLAN - OVERHEAD - SOUTH MOC●● ## Q102AEQUIPMENT PLAN - OVERHEAD - SOUTH MOC - AREA A●● ## Q102BEQUIPMENT PLAN - OVERHEAD - SOUTH MOC - AREA B●● ## Q102CEQUIPMENT PLAN - OVERHEAD - SOUTH MOC - AREA C●● ## Q102DEQUIPMENT PLAN - OVERHEAD - SOUTH MOC - AREA D●● ## Q301EQUIPMENT SECTIONS●● ## Q302EQUIPMENT SECTIONS● ## Q401EQUIPMENT ENLARGED PLAN - FLUID/COMPRESSOR ## ROOM ●● ## Q501EQUIPMENT DETAILS● ## Q502EQUIPMENT DETAILS● ## Q601EQUIPMENT SCHEDULES●● ## Q602EQUIPMENT SCHEDULES●● ## QS001SERVICE EQUIPMENT, ABBREVIATIONS, NOTES & ## SYMBOLS ● ## QS101OVERALL SERVICE EQUIPMENT - SOUTH MOC● ## QS101A SERVICE EQUIPMENT PLAN - SOUTH MOC - AREA A● ## QS101B SERVICE EQUIPMENT PLAN - SOUTH MOC - AREA B● ## QS101C SERVICE EQUIPMENT PLAN - SOUTH MOC - AREA C● ## QS101D SERVICE EQUIPMENT PLAN - SOUTH MOC - AREA D● ## QS102OVERALL SERVICE EQUIPMENT PLAN - OVERHEAD - ## SOUTH MOC ● ## QS102A SERVICE EQUIPMENT PLAN - OVERHEAD - SOUTH MOC - ## AREA A ● ## QS102B SERVICE EQUIPMENT PLAN - OVERHEAD - SOUTH MOC - ## AREA B ● ## QS102C SERVICE EQUIPMENT PLAN - OVERHEAD - SOUTH MOC - ## AREA C ● ## QS102D SERVICE EQUIPMENT PLAN - OVERHEAD - SOUTH MOC - ## AREA D ● ## QS401SERVICE EQUIPMENT ENLARGED PLAN - ## FLUID/COMPRESSOR ROOM ● ## QS501SERVICE EQUIPMENT DETAILS● ## QS502SERVICE EQUIPMENT DETAILS● ## QS601SERVICE EQUIPMENT SCHEDULES● ## STRUCTURAL ## #SHEET NAMESD DD CD ## S001GENERAL STRUCTURAL NOTES & ABBREVIATIONS● ## S011LOAD MAPS - MEZZANINES● ## S012LOAD MAPS - ROOF● ## SD101A FOUNDATION DEMOLITION PLAN - AREA A● ## SD101B FOUNDATION DEMOLITION PLAN - AREA B● ## SD101C FOUNDATION DEMOLITION PLAN - AREA C● ## SD101D FOUNDATION DEMOLITION PLAN - AREA D● ## S101FOUNDATION PLAN● ## S101AFOUNDATION PLAN - AREA A● ## S101BFOUNDATION PLAN - AREA B● ## S101CFOUNDATION PLAN - AREA C● ## S101DFOUNDATION PLAN - AREA D● ## S102MEZZANINE & EQUIPMENT PLATFORM FRAMING PLANS● ## S111ROOF FRAMING PLAN● ## S111AROOF FRAMING PLAN - AREA A● ## S111BROOF FRAMING PLAN - AREA B● ## S111CROOF FRAMING PLAN - AREA C● ## S111DROOF FRAMING PLAN - AREA D● ## S301SECTIONS● ## S302SECTION & ELEVATIONS● ## S401BRACED FRAME ELEVATIONS● ## S501TYPICAL FOUNDATION DETAILS● ## S502TYPICAL SLAB DETAILS● ## S503TYPICAL MASONRY DETAILS● ## S511TYPICAL PRECAST FRAMING DETAILS● ## S512TYPICAL STEEL FRAMING DETAILS● ## S513TYPICAL JOIST AND DECK FRAMING DETAILS● ## S601SCHEDULES● ## S611GRAPHICAL COLUMN SCHEDULE● ## S901PROJECT 3D VIEWS● ## ELECTRICAL ## #SHEET NAMESD DD CD ## E001ELECTRICAL SYMBOLS AND ABBREVIATIONS● ## ESD101 ELECTRICAL SITE DEMOLITION PLAN● ## ES101ELECTRICAL SITE PLAN● ## EP101A LEVEL 1 POWER PLAN - AREA A● ## EP101B LEVEL 1 POWER PLAN - AREA B● ## EP101C LEVEL 1 POWER PLAN - AREA C● ## EP101D LEVEL 1 POWER PLAN - AREA D● ## EP102LEVEL 2 POWER PLAN - OVERALL● ## EP111ROOF POWER PLAN● ## T101ALEVEL 1 TECHNOLOGY PLAN - AREA A● ## T101BLEVEL 1 TECHNOLOGY PLAN - AREA B● ## T101CLEVEL 1 TECHNOLOGY PLAN - AREA C● ## T101DLEVEL 1 TECHNOLOGY PLAN - AREA D● ## T102LEVEL 2 TECHNOLOGY PLAN - OVERALL● ## EL121A LEVEL 1 LIGHTING PLAN - AREA A● ## EL121B LEVEL 1 LIGHTING PLAN - AREA B● ## EL121C LEVEL 1 LIGHTING PLAN - AREA C● ## EL121D LEVEL 1 LIGHTING PLAN - AREA D● ## EL122LEVEL 2 LIGHTING PLAN - OVERALL● ## E401ENLARGED ELECTRICAL PLANS● ## E402ENLARGED ELECTRICAL PLANS● ## E501ELECTRICAL DETAILS● ## E601ELECTRICAL SCHEDULES● ## E602ELECTRICAL SCHEDULES● ## E603ELECTRICAL SCHEDULES● ## E604ELECTRICAL SCHEDULES● ## E701ELECTRICAL DIAGRAMS● ## T501TECHNOLOGY DETAILS● ## MECHANICAL ## #SHEET NAMESD DD CD ## M001MECHANICAL SYMBOLS AND ABBREVIATIONS● ## M ## 141LEVEL 1 HYDRONIC PLAN - OVERALL● ## M141aLEVEL 1 HYDRONIC PLAN - AREA A● ## M141bLEVEL 1 HYDRONIC PLAN - AREA B● ## M141cLEVEL 1 HYDRONIC PLAN - AREA C● ## M141dLEVEL 1 HYDRONIC PLAN - AREA D● ## M151LEVEL 1 VENTILATION PLAN - OVERALL● ## M151aLEVEL 1 VENTILATION PLAN - AREA A● ## M151bLEVEL 1 VENTILATION PLAN - AREA B● ## M151cLEVEL 1 VENTILATION PLAN - AREA C● ## M151dLEVEL 1 VENTILATION PLAN - AREA D● ## M201ROOF MECHANICAL PLAN● ## M301ENLARGED MECHANICAL PLANS● ## M302ENLARGED MECHANICAL PLANS● ## M501MECHANICAL DETAILS● ## M601MECHANICAL SCHEDULES● ## M701SYSTEM DETAILS AND CONTROLS● ## PLUMBING ## #SHEET NAMESD DD CD ## P001PLUMBING SYMBOLS AND ABBREVIATIONS● ## P110UNDERSLAB SANITARY PLAN - OVERALL● ## P110aUNDERSLAB SANITARY PLAN - AREA A● ## P110bUNDERSLAB SANITARY PLAN - AREA B● ## P110cUNDERSLAB SANITARY PLAN - AREA C● ## P110dUNDERSLAB SANITARY PLAN - AREA D● ## P111LEVEL 1 SANITARY PLAN - OVERALL● ## P111aLEVEL 1 SANITARY PLAN - AREA A● ## P111bLEVEL 1 SANITARY PLAN - AREA B● ## P111cLEVEL 1 SANITARY PLAN - AREA C● ## P111dLEVEL 1 SANITARY PLAN - AREA D● ## P121LEVEL 1 DOMESTIC WATER PLAN - OVERALL● ## P121aLEVEL 1 DOMESTIC WATER PLAN - AREA A● ## P121bLEVEL 1 DOMESTIC WATER PLAN - AREA B● ## P121cLEVEL 1 DOMESTIC WATER PLAN - AREA C● ## P121dLEVEL 1 DOMESTIC WATER PLAN - AREA D● ## P201ROOF PLUMBING PLAN● ## P501PLUMBING DETAILS● ## P601PLUMBING SCHEDULES● ## P911SANITARY RISER DIAGRAM● ## P921DOMESTIC WATER RISER DIAGRAM● ## FIRE PROTECTION ## #SHEET NAMESD DD CD ## F001FIRE PROTECTION SYMBOLS AND ABBREVIATIONS● ## F101FIRE PROTECTION PLAN - OVERALL PLAN● ## F201FIRE PROTECTION ENLARGED PLANS● ## ARCHITECTURAL ## #SHEET NAMESD DD CD ## A121CREFLECTED CEILING PLAN - AREA C● ## A121DREFLECTED CEILING PLAN - AREA D● ## A201OVERALL EXTERIOR ELEVATIONS●● ## A301BUILDING SECTIONS - AREA A●● ## A302BUILDING SECTIONS - AREA B● ## A303BUILDING SECTIONS - AREA C● ## A304BUILDING SECTIONS - AREA D● ## A311WALL SECTIONS● ## A312WALL SECTIONS● ## A313WALL SECTIONS● ## A314WALL SECTIONS● ## A315WALL SECTIONS● ## A316WALL SECTIONS● ## A401ENLARGED STAIR PLANS● ## A402STAIR & SHIPS LADDER DETAILS● ## A410ENLARGED PLANS AND INTERIOR ELEVATIONS● ## A411INTERIOR ELEVATIONS● ## A501EXTERIOR WALL TYPES & INTERIOR PARTITION TYPES● ## A502ROOF & FLOOR TYPES● ## A511EXTERIOR DETAILS - ROOF DETAILS● ## A512EXTERIOR DETAILS - ROOF DETAILS● ## A513EXTERIOR DETAILS● ## A611DOOR/OPENING SCHEDULES AND ELEVATIONS● ## A701MATERIAL FINISH SCHEDULES● ## A721FINISH PLAN - AREAS A, B AND C AND ENLARGED FINISH ## PLANS ● ## A722FINISH PLAN - AREA D● Attachment 3 Page 35 of 54 > > ## ST > > ## ST > > ## ST > > ## ST > > ## ST ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XXX ## XXX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## FO ## FO ## FO ## FO ## FO ## EM ## EM ## EM ## EM | | ## H ## Y ## D | | ## H ## Y ## D | | ## H ## Y ## D > > > > > > > > > > > > > > > > > > > > > > ## ST > > ## ST ## EXISTING ## BUILDING ## F.F.E=930.96 ## EXISTING ## BUILDING ## EXISTING ## BUILDING ## F.F.E=931.13 ## CANOPY ## F.F.E=933.99 ## F.F.E=934.05 ## F.F.E=933.99 ## F.F.E=933.98 ## F.F.E=933.98 ## F.F.E=934.07 ## SHIPPING ## CONTAINER ## EB ## EB ## EB > > > > > > > > > > > > > ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 12" ## RCP 12" > > ## RCP 12" > > > > > > > > > > > > > > > > ## RCP 12" ## CAST IRON 15" ## RCP 12" ## PVC 12" > > > > > > ## RCP 12" ## PVC 12" > > > > > ## RCP 12" ## RCP 12" > > ## RCP 12" > ## RCP 18" > > > > > > > > > > > > > > > > > > > ## RCP 15" ## RCP 18" ## RCP 15" ## PVC 8" ## RCP 15" ## RCP 12" > > > > > ## RCP 12" ## RCP 12" ## PVC 12" > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## RCP 18" ## RCP 18" >> >> ## S >> ## S ## WOODHILL DRIVE | | | | | | | | | | | | | | | |||||||||||||||||||||||| ||||||||||||||||||||||||||||||||||||||| |||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | > > ## ST | | > > ## ST ## 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 ## SNOW PILE ## CIVIC CENTER DRIVE | | ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO > > > > > > > ## RCP 12" ## 934.84 TNH ## 930.14 TNH ## 936.37 TNH ## W ## S ## O | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## MAILBOX ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## ELECTRIC ## OUTLETS ## MAILBOX ## ELECTRIC ## OUTLET ## G ## G ## G ## G ## G ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## FIBER OPTIC LINE ## PER CITY GIS ## FIBER OPTIC LINE ## ELECTRIC LINE ## PER CITY GIS ## APPROX STORM LINE ## LOCATION PER CITY ## PLANS ## RADIO TOWER ## RADIO TOWER 929 930 931 933 932 921 923 922 924 925 926 926 927 927 928 929 931 930 932 932 934 935 930 930 931 932 931 932 933 922 923 924 925 927 928 933 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## EM ## CONSTRUCTION LIMITS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## FO ## FO ## FO ## FO ## FO ## REMOVE BUILDING. SEE ## ARCH FOR EXTENTS ## ROCK CONSTRUCTION ENTRANCE ## REMOVE CONCRETE WALK AS REQUIRED ## FOR BUILDING CONSTRUCTION ## REMOVE ROCK MULCH ## REMOVE WALL ## REMOVE WALL ## REMOVE TREE (TYP.) ## REMOVE TREE (TYP.) ## REMOVE BUILDING. SEE ## ARCH FOR EXTENTS ## REMOVE BUILDING. SEE ## ARCH FOR EXTENTS ## SALVAGE LIGHT (TYP.) ## PROTECT RADIO TOWER ## AND ENCLOSURE DURING ## CONSTRUCTION ## PROTECT RADIO TOWER ## AND ENCLOSURE DURING ## CONSTRUCTION ## PROTECT EXISTING ## BUILDING TO REMAIN. SEE ## ARCH FOR EXTENTS ## REMOVE CONCRETE PAVEMENT ## REMOVE FUEL TANK ## REMOVE STORM ## STRUCTURES AND PIPING ## REMOVE STORM ## STRUCTURES AND PIPING ## REMOVE STORM ## STRUCTURES AND PIPING ## REMOVE CONCRETE PAVEMENT ## REMOVE CURB ## PROTECT EXISTING ## BUILDING TO REMAIN. ## REMOVE APRON ## SAWCUT & REMOVE BITUMINOUS PAVEMENT ## AND CONCRETE CURB & GUTTER ## REMOVE CONCRETE ## REMOVE VEGETATION ## INLET PROTECTION (TYP.) ## INLET PROTECTION (TYP.) ## SILT FENCE (TYP.) ## SILT FENCE (TYP.) ## SAWCUT & REMOVE BITUMINOUS PAVEMENT ## AND CONCRETE CURB & GUTTER ## FO ## FO ## FO ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## REMOVE CATCH BASIN ## AND PIPE ## REMOVE TRANSFORMER ## PROTECT EXISTINGBUILDING TO REMAIN. ## PROTECT EXISTING ## WALL TO REMAIN. ## REMOVE WALL ## REMOVE BITUMINOUS PAVEMENT ## REMOVE BITUMINOUS PAVEMENT ## REMOVE BOLLARDS ## REMOVE CURB ## TREE PROTECTION (TYP.) ## LEGEND ## CONSTRUCTION LIMITS ## ROCK CONSTRUCTION ENTRANCE, SEE 2/C501 ## SILT FENCE, SEE 1/C501 ## INLET PROTECTION, SEE 4-6/C501 ## TREE PROTECTION, SEE L500 ## REMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE ## CLEAR & GRUB ## REMOVE TREE 0 0 0 ## TYPE I ## GENERAL NOTES ## 1. THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK IN THE RIGHT-OF-WAY. ## THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL WHILE WORKING WITHINTHE RIGHT-OF-WAY. ## 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING. SEE PROJECT ## MANUAL FOR REQUIREMENTS. ## 3. THE CONTRACTOR SHALL VERIFY THE PROJECT LOCATION WITH SITE INTERFACES ## INCLUDING BUT NOT LIMITED TO UTILITIES, SIDEWALKS, EXISTING GRADES AND ## PROPOSED GRADES. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR ## TO EXECUTING THE WORK. NOTIFY THE ENGINEER IF FIELD CONDITIONS VARY FROMTHE PLAN. ## 4. ALL BITUMINOUS AND CONCRETE REMOVAL LIMITS SHALL BE SAW CUT TO A NEAT LINE ## PRIOR TO PLACEMENT OF ANY NEW MATERIAL AGAINST EXISTING EDGES. ## 5. REMOVE ALL CONCRETE PAVEMENT, CONCRETE CURB AND CONCRETE CURB AND ## GUTTER TO NEAREST EXISTING JOINT. PARTIAL PANEL REPLACEMENT IS NOT PERMITTED. ANY PANEL DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL BE FULLYREMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. ## 6. ALL EXISTING AND PROPOSED STRUCTURE ACCESS COVERS SHALL BE ADJUSTED TO ## FINISHED GRADE BY THE CONTRACTOR. ## 7. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING PAVEMENTS ## DESIGNATED TO REMAIN. ANY PAVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE ## REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. ## EROSION CONTROL NOTES ## 1. THE CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL ON THIS PROJECT. THE EROSION CONTROL DEVICES SHOWN IN THESE DRAWINGS ARE THE MINIMUMREQUIREMENTS. CONSTRUCT EROSION CONTROL DEVICES AS SHOWN AND AS NECESSARY TO PREVENT THE RUNOFF, TRACKING OR LOSS OF SOIL MATERIALS FROMDISTURBED AREAS ON THE PROJECT SITE. ## 2. SEDIMENT AND EROSION CONTROL DEVICES SHALL BE FUNCTIONAL BEFORE ANY LAND ## IS OTHERWISE DISTURBED ON THE SITE. ## 3. THE SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES ARE THE MINIMUM. ## ADDITIONAL SEDIMENT CONTROL PRACTICES MAY BE REQUIRED DURING THE COURSE ## OF CONSTRUCTION. ## 4. PUBLIC AND PRIVATE DRIVES SHALL BE SWEPT CLEAR AS NEEDED TO KEEP THE ## PAVEMENT CLEAR OF SEDIMENT AND CONSTRUCTION DEBRIS. ## 5. REFER TO SHEET C102 FOR EROSION AND SEDIMENT CONTROL TO BE INSTALLED ## AFTER CONSTRUCTION OF SITE FEATURES. ## 6. CONTRACTOR TO LOCATE CONCRETE WASHOUT FACILITY ON SITE AND PROTECT SITE ## AND ADJACENT PROPERTY FROM CONCRETE WASHOUT RUNOFF. ## REMOVALS & INITIALEROSION CONTROL PLAN ## DPG ## JTC ## C101 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 ## THIS SQUARE APPEARS 1/2" x 1/2" ON FULL ## SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 ## BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 08/03/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## SOUTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: ## File Path: ## ..\250485\500 Drawings\Civil\03 S AREA\250485.03 C101 Removals & EC.dwg ## 7/31/2026 3:52 PM ## Plot Date: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 2 08/03/2026 ## DD PRICING ## Attachment 3 Page 36 of 54 > > ## ST > > ## ST > > ## ST > > ## ST > > ## ST ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XXX ## XXX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## FO ## FO ## FO ## FO ## FO ## EM ## EM ## EM | | ## H ## Y ## D | | ## H ## Y ## D | | ## H ## Y ## D > > > > > > > > > > > > > > ## ST ## F.F.E=933.99 ## F.F.E=934.05 ## F.F.E=933.99 ## F.F.E=933.98 ## F.F.E=933.98 ## F.F.E=934.07 ## SHIPPING ## CONTAINER ## EB ## EB ## EB > > > > > > > > > > > > > ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 12" ## RCP 12" > > ## RCP 12" > > > > > > > > > > > > > > > > ## RCP 12" ## CAST IRON 15" ## RCP 12" ## PVC 12" > > > > > > ## RCP 12" ## PVC 12" > > > > > ## RCP 12" ## RCP 12" > > ## RCP 12" > ## RCP 18" > > > > > > > > > > > > > > > > > > > ## RCP 15" ## RCP 18" ## RCP 15" ## PVC 8" ## RCP 15" ## RCP 12" > > ## RCP 12" ## RCP 12" > > > > > ## RCP 18" >> >> ## S >> ## S ## WOODHILL DRIVE | | | | | | | | | | | | | | | |||||||||||||||||||||||| ||||||||||||||||||||||||||||||||||||||| |||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | > > ## ST | | > > ## ST ## 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 ## SNOW PILE ## CIVIC CENTER DRIVE | | ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## 934.84 TNH ## 930.14 TNH ## 936.37 TNH ## W ## S ## O | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## MAILBOX ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## ELECTRIC ## OUTLETS ## MAILBOX ## ELECTRIC ## OUTLET ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## FIBER OPTIC LINE ## PER CITY GIS ## FIBER OPTIC LINE ## ELECTRIC LINE ## PER CITY GIS ## RADIO TOWER ## RADIO TOWER >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## EM ## CONSTRUCTION LIMITS ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR 6' ## PROPOSED ## BUILDING ## PROPOSED ## BUILDING ## PROPOSED ## BUILDING ## EXISTING ## REMODELED ## BUILDING 8.77' ## BITUMINOUS PAVEMENT ## BITUMINOUS PAVEMENT ## BITUMINOUS PAVEMENT ## CONCRETE ## WALK AND ## ADA RAMP ## CONCRETE WALK ## RECONNECT FENCE ## PRECAST RETAINING ## WALL. SEE ARCH ## PRECAST RETAINING ## WALL. SEE ARCH 20' ## B618 CURB (TYP.) ## B618 CURB (TYP.) ## CROSSWALK STRIPING ## AND SIGNAGE ## B624 CURB (TYP.) ## BITUMINOUS PAVEMENT ## CONCRETE PATIO 15.00' 10.08' ## B624 CURB (TYP.) 20.00' ## B618 CURB (TYP.) 30' ## CONCRETE WALK ## ADA RAMP ## ADA STALLS 8' 8' 8' 6' ## WALL. SEE ARCH ## LEGEND ## CONSTRUCTION LIMITS ## HEAVY DUTY BITUMINOUS PAVEMENT. SEE 1/C502, INSET A ## CONCRETE PAVEMENT. SEE 1/C502, INSET BCONCRETE WALK. SEE 1/C502, INSET C ## BITUMINOUS TRAIL. SEE 1/C502, INSET DREVERSE CURB & GUTTER ## SURFACING CONTROLLED BY OTHER DISCIPLINES ## LIGHT POLE, REFER TO ELECTRICAL ## GENERAL NOTES ## 1. REFER TO C402 FOR SIGNAGE AND PAVEMENT STRIPING. ## 2. REFER TO L101 FOR PERMANENT TURF ESTABLISHMENT REQUIREMENTS. ## 3. SITE LIGHTING IS SHOWN FOR LOCATION ONLY. REFER TO ELECTRICAL FOR ## ADDITIONAL REQUIREMENTS. ## 4. PREVENT FORM DAMAGE ALL SURFACES OUTSIDE THE CONSTRUCTION LIMITS. RESTORE ALL DISTURBED AREAS DUE TO CONSTRUCTION ACTIVITIES TOPRE-CONSTRUCTION CONDITION UNLESS OTHERWISE NOTED IN THE DRAWINGS. 5. ADJUST ALL CASTINGS, VALVE BOXES AND JUNCTION BOXES TO FINISH GRADE.6. PROVIDE BITUMINOUS TACK COAT BETWEEN PROPOSED BITUMINOUS PAVEMENTS AND ## ALL ADJACENT CONCRETE OR BITUMINOUS SURFACES. ## 7. PROVIDE BITUMINOUS TACK COAT BETWEEN THE WEARING AND NON-WEARING ## COURSES FOR ALL PROPOSED BITUMINOUS PAVEMENTS. ## SURFACING & LAYOUTPLAN ## DPG ## JTC ## C401 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 ## THIS SQUARE APPEARS 1/2" x 1/2" ON FULL ## SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 ## BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 08/03/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## SOUTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: ## File Path: ## ..\250485\500 Drawings\Civil\03 S AREA\250485.03 C401 Surfacing Plan.dwg ## 7/31/2026 3:56 PM ## Plot Date: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 2 08/03/2026 ## DD PRICING ## Attachment 3 Page 37 of 54 ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XX ## X ## X ## XX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## FO ## FO ## FO ## FO ## FO | | ## H ## Y ## D | | ## H ## Y ## D ## EB ## EB ## EB > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> ## S | | | | | | | | | ||||||||||||| |||||||||||||||||||| ||||||||||||||||||| ||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X | | ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## W ## S ## O | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## EM ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## MAINTENANCE EDGER ## SEE 8/L502 ## STEEL EDGER ## SEE 7/L502 ## CONSTRUCTION LIMITS, TYP ## 4-SEAT TABLE, TYP ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## CONT ## CONIFEROUS CANOPY TREE ## CT 4 ## Coniferous Tree ## 6` HT ## DECIDUOUS CANOPY TREE ## DT 18 ## Deciduous Tree ## 3" B&B ## ORNAMENTAL TREE ## OT 14 ## Ornamental Tree ## 1 1/2" B&B ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## CONT ## SPACING ## SHRUB AREAS ## LB 488 ## Landscape Bed ## #5 CONT 42" o.c. ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## GROUND COVERS ## GR 10,517 sf ## Green Roof Sedum Mat ## LS 1,203 sf ## Lawn Sod ## LM 13,971 sf ## Low Maintenance Turf ## ME 2,083 sf ## Maintenance Edger ## NS 11,649 sf ## Native Seed Mix 10' 20' 40' Scale: 1"=20' ## LANDSCAPE PLAN 1 ## LANDSCAPE PLAN ## KAT ## JSV ## LANDSCAPE NOTES ## PLANT SCHEDULE ## GENERAL LANDSCAPE NOTES: 1. THIS DRAWING DOES NOT CONSTITUTE AN OFFICIAL SURVEY OF THE SITE. CONFIRM ALL LOCATIONS OF SURFACE AND SUB-SURFACE FEATURES BEFORE BEGINNING INSTALLATION. ADVISE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 2. THE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF DISCREPANCIES EXIST. ADVISE LANDSCAPE ARCHITECT OF ANY ## DISCREPANCIES. 3. CONFIRM ALL QUANTITIES, SHAPES, AND LOCATIONS OF LANDSCAPE AREAS, AND ADJUST TO CONFORM TO THE SITE CONDITIONS. ## CONFIRM ANY ADJUSTMENTS WITH THE LANDSCAPE ARCHITECT. 4. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO DIGGING. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS ## WITH PLANT INSTALLATION. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL MULCHES AND SOIL QUANTITIES TO COMPLETE THE WORK SHOWN IN THE DRAWINGS. ## VERIFY ALL QUANTITIES SHOWN ON THE PLANT SCHEDULE. 5.1. REFER TO SPECIFICATION SECTION 31 2323 FILL FOR SOIL TYPES AND REQUIREMENTS. DO NOT BEGIN PLANTING ## OPERATIONS IF SOIL CONDITIONS ARE NOT AS SPECIFIED. ## 5.2. REFER TO SPECIFICATION SECTION 32 9300 FOR MULCH TYPES AND REQUIREMENTS. 6. LANDSCAPE BED AREAS TO CONTAIN SHRUBS AS SHOWN ON SHEET L102 AND HARDWOOD MULCH AND PLANTING SOIL AT DEPTHS ## IDENTIFIED IN DETAIL 4/L501. 7. BASIN BOTTOM NATIVE SEED MIX AREAS TO CONTAIN PERENNIAL PLUG PLANTINGS AS OUTLINED IN DETAIL 7/L501. REFER TO CIVIL ## FOR REQUIRED SOIL DEPTHS FOR BIOFILTRATION BASINS. 8. REMOVE FROM THE SITE ALL TURF WHICH HAS BEEN REMOVED FOR NEW PLANT BEDS. LONG-TERM STORAGE OF MATERIALS OR ## SUPPLIES ON-SITE IS NOT ALLOWED. 9. STAKE TREE AND PLANTING BED LAYOUT IN-FIELD FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANTING OPERATIONS ## PROTECTIONS 10. PROTECT EXISTING TREES. DO NOT STORE OR DRIVE HEAVY MATERIALS OVER TREE ROOTS. DO NOT DAMAGE TREE BARK OR ## BRANCHES. REFER TO SHEET L500 FOR TREE PROTECTION REQUIREMENTS. 11. KEEP PAVEMENTS, FIXTURES AND BUILDINGS CLEAN AND UNSTAINED. ANY DAMAGE TO EXISTING FACILITIES WILL BE REPAIRED AT ## THE CONTRACTOR’S EXPENSE. KEEP THE PROJECT SITE CLEAR OF CONSTRUCTION WASTES AND DEBRIS. 12. PROVIDE AND MAINTAIN INLET AND PERIMETER EROSION CONTROL BMPS AS SPECIFIED ON CIVIL SHEETS.13. ALL AREAS OF THE SITE DISTURBED BY CONSTRUCTION WILL BE RESTORED WITH SEED OR SOD UNLESS OTHERWISE NOTED. SEE ## SPECIFICATIONS FOR TURF RESTORATION REQUIREMENTS. ## PLANT MATERIAL 14. PLANT TREE ROOT BALLS FLUSH WITH FINAL GRADE AND THE TOP OF ROOT FLARE EXPOSED, PER PLANTING DETAILS.15. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.16. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY.17. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK", ANSI-Z60. LATEST EDITION, OF THE ## AMERICAN ASSOCIATION OF NURSERYMEN, INC. 18. HEEL IN AND WATER ANY PLANT STOCK NOT PLANTED WITHIN 24 HOURS OF DELIVERY UNTIL INSTALLATION. PLANTS NOT ## MAINTAINED IN THIS MANNER WILL BE REJECTED. ## 19. REFER TO SPECIFICATIONS FOR WARRANTY REQUIREMENTS AND OTHER PLANTING ACCESSORIES. ## MAINTENANCE AND CARE 20. BEGIN PLANT MAINTENANCE IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE.21. MAINTENANCE INCLUDES WATERING, WEEDING, MULCHING, REMOVAL OF DEAD MATERIAL PRIOR TO GROWING SEASON, ## RE-SETTING PLANTS AND PROPER GRADE, AND KEEPING PLANTS IN A PLUMB POSITION. ## 22. REFER TO SPECIFICATIONS FOR FULL INSPECTION, MAINTENANCE, AND WARRANTY REQUIREMENTS. ## IRRIGATION 23. CONTRACTOR TO PROVIDE DESIGN-BUILD IRRIGATION SERVICES TO IRRIGATE ALL LANDSCAPE BEDS, SODDED, AND SEEDED ## AREAS. 24. DESIGN FOR IRRIGATED AREAS MUST BE SUBMITTED AND APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. COORDINATE WITH OWNER ON FINAL PRODUCT SELECTION. AS-BUILT DOCUMENTATION WILL BE REQUIRED. ## SITE FURNISHINGS ## 25. INCLUDE PRICING FOR FOUR BIKE RACKS AND ASSOCIATED CONCRETE PAD. ## L101 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 2\MSPp ## THIS SQUARE APPEARS 1/2" x 1/2" ON FULL ## SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 ## BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 08/03/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## SOUTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: ## File Path: ## ..12\MSPprojects\25Proj\250485\500 Drawings\LA\250485.03 L100 Landscape Plan.dwg ## 7/31/2026 2:07 PM ## Plot Date: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 2 08/03/2026 ## DD PRICING ## Attachment 3 Page 38 of 54 ## UP ## UP ## UP ## REF.REF. ## REF. ## UP ## E ## F ## G ## H ## WELDING ## BAY/SHOP ## H.D. REPAIR BAY 317 ## L.D. REPAIR BAY ## L.D. REPAIR BAY 326 ## L.D. REPAIR BAY ## PARTS STORAGE 314 ## UPFITTING BAY 309 ## FLUID RM 311 ## PARKS SMALL ## ENGINE SHOP ## PARKS ## VEHICLE/EQUIP. ## REPAIR SHOP 307 ## PARKS OPEN ## WORK SHOP 305 ## GENERAL PARKS ## STORAGE 302 ## UTILITY SHOP AND ## STORAGE 210 ## VEHICLE STORAGE 230 ## VEHICLE STORAGE 220 ## VEHICLE STORAGE 221 / ## Area A ## A1A101A/ ## Area B ## A1A101B / ## Area D ## A1A101D / ## Area C ## A1A101C 8910131718 ## B ## E.3 ## O ## C ## M ## N ## P 345671 ## K ## L ## J ## D ## A 21112141516 ## WASH STATION 215 ## HUDDLE ROOM 322 148' - 3 3/4"158' - 7 1/4"48' - 4" 21' - 9" 14' - 0" 16' - 0" 50' - 5" 14' - 5" 143' - 8" 95' - 10" 16' - 4"32' - 10"51' - 2"85' - 5"135' - 2"61' - 3" 25' - 6" 31' - 6" 47' - 9" 99' - 2" 29' - 0" 77' - 5" 46' - 0" ## 482 SF ## CARPENTRY SHOP ## FIRE SPRINKLER ## RM 217 ## 331 SF ## MAIN ELEC. ROOM ## STORAGE 216 ## 48' - 0"36' - 0"48' - 0"V.I.F. 20' - 0" 90' - 0" 89' - 2" 20' - 0" ## GATE ## A. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. ## B. COORDINATE THIS ARCHITECTURAL PLAN WITH PLANS BY ALL OTHER ## DISCIPLINES IN THE DOCUMENTS, SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ## PLUMBING, ELECTRICAL, FIRE PROTECTION PLANS, AND OTHERS AS NECESSARY. ## NOTE: SYMBOLS USED IN PLANS BY OTHER DISCIPLINES MAY DIFFER FROM ## ARCHITECTURAL SYMBOLS. ## C. REFER TO THE CODE ANALYSIS ON SHEET XX.XX (VERIFY SHEET NUMBER)FOR ## REQUIRED FIRE RATINGS, TYPES AND LOCATIONS OF RATED ASSEMBLIES. ## D. ALL OPENINGS CUT, PENETRATIONS MADE, OR EQUIPMENT INSTALLED IN FIRE ## RATED ASSEMBLIES SUCH AS WALLS, PARTITIONS, FLOORS, CEILINGS, ETC. ## SHALL BE RESTORED, SEALED, FIRESTOPPED, OR OTHERWISE CONSTRUCTED ## TO MAINTAIN THE INTEGRITY AND FIRE RATING OF THE ASSEMBLY TO THEFULL ## SATISFACTION OF THE ARCHITECT, ENGINEER, BUILDING OFFICIAL AND OWNER. ## THE GENERAL CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ## THIS WORK. ## E. TYPICAL INTERIOR PARTITION IS A3 WALL TYPE UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## F. TYPICAL INTERIOR FURRING PARTITION IS F3 UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## G. DIMENSIONS OF INTERIOR WALLS ARE TO FACE OF STUD, FACE OF CMU, FACE ## OF CONCRETE, OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE. ## H. DIMENSIONS OF EXTERIOR WALLS ARE TO EXTERIOR FACE OF SHEATHING, OR ## EXTERIOR FACE OF CMU OR CONCRETE UNLESS NOTED OTHERWISE. VERIFY ## PER PROJECT ## I. AT “ALIGN”NOTE, FINISH FACE OF WALLS TO ALIGN ## J. INSTALL ACOUSTIC BATT INSULATION IN ALL RESTROOM WALLS AND WALLS ## CONTAINING PLUMBING PIPES. ## K. REFER TO ENLARGED PLANS, WHEN PROVIDED, FOR ADDITIONAL INFORMATION ## TO SUPPLEMENT THE FLOOR PLANS. ## L. SEE SHEET XX.XX (VERIFY SHEET NUMBER)FOR STANDARD AND ACCESSIBLE ## MOUNTING HEIGHTS OF FIXTURES AND ACCESSORIES. ## M. REFER TO PLUMBING PLANS FOR FLOOR DRAINS AND CLEANOUTS. ## N. SEE ROOM FINISH SCHEDULE FOR ROOMS WHERE WINDOW TREATMENTS ARE ## TO BE INSTALLED ## O. PROVIDE METAL AND/OR FIRE-RESISTANT WOOD BLOCKING AT ALL WALL ## MOUNTED FIXTURES, FURNITURE, EQUIPMENT, ACCESSORIES, AND OTHER ## SPECIALTIES. ## P. OWNER SUPPLIED FURNITURE AND EQUIPMENT SHOWN AS DASHED. NOT IN ## CONTRACT UNLESS NOTED OTHERWISE. ## Q. ALL EXPOSED PIPES, VENTS, AND CONDUIT PENETRATING WALLS, FLOORS,OR ## CEILINGS SHALL HAVE FINISHED TRIM RINGS (ESCUTCHEONS). ## R. FIRESTOP AROUND MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. WITH UL ## APPROVED FIRESTOPPING MATERIAL PER CODE AT ALL PENETRATIONS IN NEW ## AND EXISTING FIRE RATED WALLS OR FLOORS. ## S. ALL NEW AND EXISTING GYPSUM BOARD SURFACES WITHIN THE CONSTRUCTION ## LIMITS TO RECEIVE PAINT UNLESS NOTED OTHERWISE. ## T. EXTERIOR LANDINGS, STOOPS, BALCONIES, AND PORCHES SHALL BE LEVEL ## ACROSS DOORWAYS AND SHALL SLOPE AWAY FROM THE BUILDING AT 1/4" PER ## FOOT. ## U. EXISTING STRUCTURE LOCATIONS ARE APPROXIMATE AND BASED ON ## INFORMATION PROVIDED BY THE OWNER. FIELD VERIFY AS REQUIRED. ## V. INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS AS REQUIRED TO ## PERFORM WORK. PAINT ACCESS PANELS TO MATCH ADJACENT SURFACE. ## COORDINATE ACCESS PANEL LOCATIONS WITH MECHANICAL. ## GENERAL SHEET NOTES ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## CD ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## 08/03/2026 DD SET ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville MOC South A25.rvt ## 8/3/2026 2:17:04 PM ## A101 ## MC/IC ## MST 250485 ## OVERALL FLOOR ## PLAN 8 / 3 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## 1140 WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/16" = 1'-0" ## A101 ## A1 ## OVERALL FLOOR PLAN Attachment 3 Page 39 of 54 ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 1670 Broadway Suite 3400 ## Denver, CO 80202-4824 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 2660 Civic Center Dr ## Roseville, MN 55113 ## 05/07/2026 SD SET ## 08/03/2026 DD SET ## A u t o d e s k ## D o c s : / / 2 5 0 4 8 5 ## R o s e v i l l e ## M ## O ## C - ## L ## P ## C ## D ## S / 2 5 0 4 8 5 ## R o s e v i l l e ## M ## O ## C ## S o u t h ## S 2 5 . r v t 8 / 3 / 2 0 2 6 1 2 : 3 4 : 0 6 ## P ## M ## S901 ## WJD ## GMC 250485 ## PROJECT 3D VIEWS 0 8 / 0 3 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## 1140 WOODHILL DRIVE ## ROSEVILLE, MN 55113 ## 2660 CIVIC CENTER DRIVE ## ROSEVILLE, MN 55113 ## S901 ## A1 ## 3D BUILDING VIEW - LOOKING NORTHEAST (REFERENCE ONLY) ## S901 ## C1 ## 3D BUILDING VIEW - LOOKING SOUTHWEST (REFERENCE ONLY) Attachment 3 Page 40 of 54 ## LEVEL 1 100' -0" ## EFGH ## V.M. T.O. PARAPET 134' -0" ## T.O. EXIST. PARAPET 126' -0" ## T.O. LOWER ROOF PARAPET 118' -0" ## A1 ## A303 _____________________ ## A1 ## A303 _____________________ ## 6" REVEAL ## 1" PANEL JOINT ## 1" REVEAL ## BOCMNPKLJDA ## B1 ## A304 _____________________ ## B1 ## A304 _____________________ ## EXISTING PRECAST WALL ## EXISTING PRECAST WALL ## W3W3W3 ## PREFINISHED METAL ## COPING ## LEVEL 1 100' -0" ## EXISTING MEZZANINE 110' -6" ## V.M. T.O. PARAPET 134' -0" ## T.O. EXIST. PARAPET 126' -0" ## T.O. LOWER ROOF PARAPET 118' -0" ## A1 ## A302 _____________________ ## A1 ## A302 _____________________ ## C1 ## A304 _____________________ ## C1 ## A304 _____________________ ## EXISTING ELECTRICAL BUILDING ## OVERHEAD ## SECTIONAL DOOR 34561112141516 ## D1 ## A304 _____________________ ## D1 ## A304 _____________________ ## EXISTING PRECAST WALL ## W4W3W4W3 ## OVERFLOW SCUPPER ## W/ DOWNSPOUT ## PREFINISHED METAL COPING ## 1" REVEAL ## 6" REVEAL ## 1" PANEL JOINT ## LEVEL 1 100' -0" ## EXISTING MEZZANINE 110' -6" ## V.M. T.O. PARAPET 134' -0" ## T.O. EXIST. PARAPET 126' -0" ## T.O. LOWER ROOF PARAPET 118' -0" ## A1 ## A302 _____________________ ## A1 ## A302 _____________________ ## C1 ## A304 _____________________ ## C1 ## A304 _____________________ 34568.81112141516 ## D1 ## A304 _____________________ ## D1 ## A304 _____________________ ## EXISTING PRECAST WALL ## W3W3W3W3 ## W1W1W1W1W1W1W1W1W1 ## SUNSHADE ## SUNSHADE ## OVERFLOW SCUPPER ## W/ DOWNSPOUT ## PREFINISHED METAL ## COPING ## 1" REVEAL ## 6" REVEAL ## 1" PANEL JOINT ## LEVEL 1 100' -0" ## EFGH ## EXISTING MEZZANINE 110' -6" ## V.M. T.O. PARAPET 134' -0" ## T.O. EXIST. PARAPET 126' -0" ## T.O. LOWER ROOF PARAPET 118' -0" ## A1 ## A303 _____________________ ## A1 ## A303 _____________________ ## OVERHEAD SECTIONAL DOOR ## BOCMNPKLJDA ## B1 ## A304 _____________________ ## B1 ## A304 _____________________ ## B4 ## A301 _____________________ ## B4 ## A301 _____________________ ## W3W3 ## W2W2W2 ## BOLLARDSBOLLARDSBOLLARDS ## OVERFLOW SCUPPER ## W/ DOWNSPOUT ## OVERFLOW SCUPPER ## W/ DOWNSPOUT ## SUNSHADE ## ROOF ACCESS DOOR ## PREFINISHED METAL ## COPING ## 1" REVEAL ## 6" REVEAL ## 1" PANEL JOINT ## B1 - 1/2" THIN BRICK ## PC1 - ARCHITECTURAL ## PRECAST W/ REVEALS ## MTL1 - METAL PANEL SIDING ## MATERIALS ## PC2 - ARCHITECTURAL ## PRECAST W/ REVEALS ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## 08/03/2026 DD SET ## A u t o d e s k ## D o c s : / / 2 5 0 4 8 5 ## R o s e v i l l e ## M ## O ## C - ## L ## P ## C ## D ## S / 2 5 0 4 8 5 ## R o s e v i l l e ## M ## O ## C ## S o u t h ## A 2 5 . r v t 8 / 3 / 2 0 2 6 2 : 1 7 : 2 7 ## P ## M ## A201 ## MC/IC ## MST 250485 ## OVERALL EXTERIOR ## ELEVATIONS 8 / 3 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## 1140 WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/16" = 1'-0" ## A201 ## D1 ## OVERALL EXTERIOR ELEVATION - EAST 1/16" = 1'-0" ## A201 ## C1 ## OVERALL EXTERIOR ELEVATION - NORTH 1/16" = 1'-0" ## A201 ## B1 ## OVERALL EXTERIOR ELEVATION - SOUTH 1/16" = 1'-0" ## A201 ## A1 ## OVERALL EXTERIOR ELEVATION - WEST Attachment 3 Page 41 of 54 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## XX ## XXXX ## XXXXX ## XXX ## X ## XX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XXX ## X ## G ## G ## G ## G ## H ## Y ## D ## H ## Y ## D > > > > > > > > > > > > ## ST > > > > > > > > > > > > > > > > > > > > > >> >> ## S >> >> ## S >> >> ## S ## TP | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## W ## S ## O | | | | |||||||||||| ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## X ## X ## X ## X ## X ## X ## X ## X ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO | | | | | | 919 920 922 923 924 925 927 928 928 927 926 925 924 923 922 921 921 924 931 931 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XX ## XX ## TP ## TP ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH 66.00' 920 922 922 922 921 920 919 918 917 918 919 920 921 922 929 930 931 932 930 929 928 926 927 925 923 922 ## LOT 2 ## BLOCK 1 ## WOODHILL DRIVE (f/k/a COUNTY ROAD "C") ## LOT 1 ## N00°37'44"W 220.02 239.39 250.22 ## N89°59'35"W 489.68 ## S00°39'00"E 220.02 ## S89°59'38"E 489.61 ## N00°37'55"W 220.01 ## 52,663 SQ. FEET ## 55,059 SQ. FEET ## CITY OF ROSEDALE ## 2660 CIVIC CENTER DRIVE ## ROSEVILLE, MN, 55113 ## CITY OF ROSEDALE ## 2660 CIVIC CENTER DRIVE ## ROSEVILLE, MN, 55113 ## CITY OF ROSEDALE ## 2719 LEXINGTON AVE N ## ROSEVILLE, MN, 55113 ## CITY OF ROSEDALE ## 1135 WOODHILL DRIVE W ## ROSEVILLE, MN, 55113 ## MATTHEW F DRWALL ## 2736 GRIGGS ST N ## ROSEVILLE, MN, 55113 ## RYAN H MCLAUGHLIN ## 2730 GRIGGS ST N ## ROSEVILLE, MN, 55113 ## ANNE M ODBERG ## 2724 GRIGGS ST N ## ROSEVILLE, MN, 55113 ## ALEXANDER BRETZEL ## 2718 GRIGGS ST N ## ROSEVILLE, MN, 55113 10.00 20.00 6.00 20.00 10.00 10.00 ## CITY OF ROSEDALE ## 1135 WOODHILL DRIVE W ## ROSEVILLE, MN, 55113 ## ROSEVILLE VFW POST NO 7555 ## 1145 WOODHILL DRIVE ## ROSEVILLE, MN, 55113 250.31 239.38 SHEET 1 of 4 SHEETS ## PRELIMINARY PLAT ## ROSEVILLE CIVIC CENTER ## CITY OF ROSEVILLE, RAMSEY COUNTY, MINNESOTA ## TOWNSHIP 29 NORTH, RANGE 23 WEST OF THE 4TH PRINCIPAL MERIDIAN ## BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 3, 0 30 15 60 ## Basis of Bearing is Grid North, Ramsey County Coordinate System, NAD83. 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## LEGEND DENOTES EXISTING PARCEL LINEDENOTES PROPOSED PLAT BOUNDARYDENOTES PROPOSED LOT BOUNDARYDENOTES PROPOSED BUILDING SETBACKDENOTES FOUND IRON PIPEDENOTES EXISTIING SIGNDENOTES EXISTING POWER POLEDENOTES EXISTING TELEPHONE PEDESTALDENOTES EXISTING WATER SHUT OFFDENOTES EXISTING HYDRANTDENOTES EXISTING GAS MANHOLEDENOTES EXISTING DRAINAGE MANHOLEDENOTES EXISTING DRAINAGE INLETDENOTES EXISTING SANITARY MANHOLEDENOTES EXISTING MAJOR CONTOUR - 5'DENOTES EXISTING MINOR CONTOUR - 1'DENOTES STORM SEWERDENOTES SANITARY SEWERDENOTES WATERMAINDENOTES OVERHEAD ELECTRICDENOTES UNDERGROUND TELEPHONEDENOTES UNDERGROUND ELECTRICDENOTES UNDERGROUND FIBER OPTICDENOTES UNDERGROUND CABLE TVDENOTES UNDERGROUND GASDENOTES FENCE LINE ## X ## X ## GAS ## TV-BUR ## FO ## E-BUR ## T-BUR ## E-OH | >> > Lot 9, Block 1, THE LEXINGTONLot 1, Block 2, THE LEXINGTON That part of the publicly dedicated park in THE LEXINGTON, lying south of the westerly projection of the north line of Lot 1, Block 2, THE LEXINGTON, to the west boundary of THE LEXINGTON. The West 240 feet of the East 637.3 feet of the South 286 feet lying North of the South line of County Road "C" in Section 3, Township 29 North of Range 23 West. 07/14/2026 ## W ## S ## O > > > > > > > > > > > > ## H ## Y ## D ## G >> >> ## S > > ## D ## TP ## Attachment 4 Page 42 of 54 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## G ## G ## G ## G ## H ## Y ## D ## H ## Y ## D > > > > > > > > > > > > ## ST > > > > > > > > > > > > > > > > > > > > > >> >> ## S >> >> ## S >> >> ## S ## TP | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## W ## S ## O | | | | |||||||||||| ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO | | | | | | >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## TP ## TP ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH 66.00' ## REF. ## LOT 2 ## BLOCK 1 ## WOODHILL DRIVE (f/k/a COUNTY ROAD "C") ## LOT 1 ## 52,663 SQ. FEET ## 55,059 SQ. FEET ## CITY OF ROSEDALE ## 2660 CIVIC CENTER DRIVE ## ROSEVILLE, MN, 55113 ## CITY OF ROSEDALE ## 2660 CIVIC CENTER DRIVE ## ROSEVILLE, MN, 55113 ## CITY OF ROSEDALE ## 2719 LEXINGTON AVE N ## ROSEVILLE, MN, 55113 ## CITY OF ROSEDALE ## 1135 WOODHILL DRIVE W ## ROSEVILLE, MN, 55113 ## MATTHEW F DRWALL ## 2736 GRIGGS ST N ## ROSEVILLE, MN, 55113 ## RYAN H MCLAUGHLIN ## 2730 GRIGGS ST N ## ROSEVILLE, MN, 55113 ## ANNE M ODBERG ## 2724 GRIGGS ST N ## ROSEVILLE, MN, 55113 ## ALEXANDER BRETZEL ## 2718 GRIGGS ST N ## ROSEVILLE, MN, 55113 10.00 20.00 6.00 20.00 10.00 10.00 ## CITY OF ROSEDALE ## 1135 WOODHILL DRIVE W ## ROSEVILLE, MN, 55113 ## ROSEVILLE VFW POST NO 7555 ## 1145 WOODHILL DRIVE ## ROSEVILLE, MN, 55113 SHEET 2 of 4 SHEETS ## PRELIMINARY PLAT ## PROPOSED IMPROVEMENTS ## CITY OF ROSEVILLE, RAMSEY COUNTY, MINNESOTA ## TOWNSHIP 29 NORTH, RANGE 23 WEST OF THE 4TH PRINCIPAL MERIDIAN ## BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 3, 0 30 15 60 ## Basis of Bearing is Grid North, Ramsey County Coordinate System, NAD83. 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## Linetypes DENOTES STORM SEWERDENOTES SANITARY SEWERDENOTES WATERMAINDENOTES OVERHEAD ELECTRICDENOTES UNDERGROUND TELEPHONEDENOTES UNDERGROUND ELECTRICDENOTES UNDERGROUND FIBER OPTICDENOTES UNDERGROUND CABLE TVDENOTES UNDERGROUND GASDENOTES FENCE LINE ## X ## X ## GAS ## TV-BUR ## FO ## E-BUR ## T-BUR ## E-OH | >> > 07/14/2026 ## Attachment 4 Page 43 of 54 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## 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 | | ## H ## Y ## D > > > > > > > > > > ## ST ## EXISTING ## BUILDING ## EXISTING ## BUILDING > > ## RCP 12" ## RCP 12" > > > > > > > > > > > > ## RCP 18" ## RCP 18" >> >> ## S >> >> ## S >> >> ## S ## WOODHILL DRIVE ## TP | | | | | | | | | | | | ## W ## S ## O | | | | | | |||||||||| | | | | | | | ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## FIBER OPTIC LINE ## PER CITY GIS ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## APPROX. WATER ## LINES PER CITY >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XX ## XXX ## X ## TP ## TP ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## CONSTRUCTION LIMITS ## CONSTRUCTION LIMITS ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## PROPOSED ## BUILDING ## CONNECT TO EX. MAIN ## 8" GATE VALVE ## & BOX ## 29.6± LF - 8" PVC ## ALTERNATE ## GAS METER ## REFER TO MECHANICAL ## ALTERNATEAPPROXIMATE GAS ROUTING ## COORDINATE WITH PROVIDER ## 8" - 45° BEND ## 8" - 45° BEND ## 4.4± LF - 8" PVC ## 4.2± LF - 8" PVC ## CONNECT TO EX. MAIN ## 98.7 LF - 1" COPPER TYPE K ## 71.3 LF - 1" COPPER TYPE K ## 111.7 LF - 1" COPPER TYPE K ## CONNECT TO EX. BLDG WATER SERVICE ## CONNECT TO EX. BLDG WATER SERVICE ## 6" SANITARY BLDG CONNECTION ## SEE MECHANICAL FOR CONTINUATION ## IE=914.19 6"x8" WYE ## IE=910.82IE=910.90 ## IE OUT=910.83 (W) (VIF) ## RISER ## IE=913.79 ## PCB 02A ## RIM. 922.37 ## IE IN=917.48 (NW) ## IE IN=918.16 (N) ## IE OUT=917.38 (E) ## PCB 02C ## RIM. 921.93 ## IE IN=918.10 (NW) ## IE OUT=917.76 (SE) ## PMH 01A ## ADJUST CASTING & REPLACE ## WITH SOLID CASTING ## RIM. 921.55 ## IE IN=917.21 (NE) ## IE OUT=917.21 (S) ## PCB 04CRIM. 924.21 ## IE IN=919.23 (E)IE OUT=919.03 (S) ## PCB 03BRIM. 921.73 ## IE OUT=917.29 (SE) ## 20.2± LF - 6" PVC @ 2.00% ## 2.9± LF - 6" PVC @ 100.00% ## 55.3± LF - 15" RCP @ 1.00% ## 27.2± LF - 24" RCP @ 1.00% ## PCB 03A ## RIM. 922.60 ## IE IN=916.74 (NW) ## IE IN=918.10 (W) ## IE OUT=916.64 (E) ## 79.5± LF - 8" PVC @ 2.00% ## PCB 03C ## BLDG STORM CONNECTION ## REFER TO MECHANICAL FOR CONTINUATION ## RIM. 923.35 ## IE IN=919.34 (S) ## IE OUT=919.69 (E) ## 91.3± LF - 21" RCP @ 1.00% ## PCB 04DRIM. 925.56 ## IE IN=920.58 (E)IE OUT=920.14 (W) ## CONNECT TO TANK ## IE=916.93 ## PMH 04E ## RIM. 929.29 ## IE IN=923.17 (E) ## IE OUT=921.78 (W) ## CONNECT TO TANK ## IE=916.27 ## 119.6± LF - 21" RCP @ 1.00% ## PMH 01B ## RIM. 923.66 ## IE IN=919.49 (E) ## IE OUT=918.71 (W) (VIF) ## 65.1± LF - 27" RCP @ 0.50% ## CONNECT TO TANK ## IE=918.87 ## PCB 01C ## RIM. 924.77 ## WEIR=922.00 ## IE IN=920.62 (S)IE IN=920.06 (E) ## IE OUT=919.25 (N) ## IE OUT=920.07 (W) ## 1.9± LF - 4" PVC @ 2.00% ## 35.0± LF - 4" PVC @ 2.00% ## 25.0± LF - 4" PVC @ 2.00% ## 45.6± LF - 4" PVC @ 2.00% ## 66.2± LF - 4" PVC @ 2.00% ## 100.0± LF - 4" PVC @ 1.00% ## CONNECT TO EX. BLDG SANITARY SERVICE ## IE=924.16 ## CONNECT TO EX. MAIN 8"x4" WYE ## IE=921.63 ## IE=921.79 ## IE=921.63 (VIF) ## PSCO-01A ## WITH 4"x4" WYE ## RIM. 928.84 ## IE IN=922.84 (N) ## IE IN=922.84 (W) ## IE OUT=922.84 (S) ## 4" - 11.25° BEND ## IE=923.75 ## PSMH-01B ## WITH 4" - 11.25° BEND ## RIM. 928.34 ## IE IN=924.25 (N) ## IE OUT=924.25 (S) ## 4" - 45° BEND ## IE=924.95IE=924.95 ## CONNECT TO EX. BLDG SANITARY SERVICE ## 4" - 45° BEND ## IE=924.99 ## 35.4± LF - 12" RCP @ 1.00% ## PMH 02 ## ADS BARRACUDA PRETREATMENT ## RIM. 923.71 ## IE IN=917.03 (W) ## IE OUT=917.03 (E) ## SUMP=913.03 ## 10.0± LF - 12" RCP @ 1.00% ## PMH 03 ## ADS BARRACUDA PRETREATMENT ## RIM. 923.16 ## IE IN=916.37 (W) ## IE OUT=916.37 (E) ## SUMP=911.90 ## 10.0± LF - 24" RCP @ 1.00% ## 10.0± LF - 27" RCP @ 0.50% ## 28.9± LF - 12" RCP @ 1.00% ## PMH 01D ## ADS BARRACUDA PRETREATMENT ## RIM. 925.43 ## IE IN=918.92 (S)IE OUT=918.92 (N) ## SUMP=918.92 ## PCB 02B ## RIM. 922.62 ## IE OUT=918.45 (S) ## PCB 04BRIM. 925.57 ## IE OUT=921.41 (W) ## 39.8± LF - 12" RCP @ 1.74% ## PCB 04ARIM. 924.88 ## IE IN=920.72 (E)IE IN=918.55 (N)IE OUT=918.45 (W) ## 48.3± LF - 21" RCP @ 1.00% ## 53.6± LF - 8" PVC @ 2.02% ## 35.3± LF - 8" PVC @ 1.00% ## PCB 02D ## RIM. 923.31 ## IE IN=919.32 (N) ## IE OUT=919.19 (SE) ## PCB 02E ## RIM. 923.36 ## IE OUT=919.67 (S) ## 30.8± LF - 8" PVC @ 1.00% ## 57.9± LF - 12" RCP @ 1.00% ## 4.4± LF - 4" PVC @ 1.00% ## PSCO-01 ## RIM. 929.77 ## IE IN=921.84 (N) ## IE OUT=921.84 (S) ## PCB 03D ## RIM. 923.34 ## IE OUT=919.65 (N) ## 21.6± LF - 21" RCP @ 1.00% ## 10.0± LF - 21" RCP @ 1.00% ## PCB 04 ## ADS BARRACUDA PRETREATMENT ## RIM. 924.51 ## IE IN=918.23 (E)IE OUT=918.23 (W) ## SUMP=918.23 ## CONNECT TO TANK ## IE=918.13 ## UNDERGROUND STORAGE ## BASIS OF DESIGN ## (4) RUNS OF 200 LF - 72" CMP ## IE=913.00 ## PWQS 05 ## JELLYFISH FILTER ## RIM. 922.84(NW) 922.94(NE) 922.93(S) ## IE IN= 912.90(E)IE OUT= 912.40(W) ## CONNECT TO TANK ## IE=913.00 ## 10.0± LF - 18" HDPE @ 1.00% ## 55.2± LF - 18" HDPE @ 1.00% ## PMH 05APUMPHOUSERIM. 922.31 ## IE IN=911.85 (E)IE OUT=917.94 (W) ## TO IRRIGATION ## IE=917.94 ## 207.9± - FORCE MAIN ## VALVE ## RIM. 922.46 ## IE=917.94 ## VALVE ## RIM. 922.46 ## IE=917.94 ## 28.5± LF - 12" RCP @ 1.00% ## 8" PVC BLDG WATER CONNECTION ## REFER TO MECHANICAL FOR CONTINUATION ## IE=909.50 ## LEGEND ## CONSTRUCTION LIMITSSTORM SEWER ## DRAINTILE ## FORCEMAIN ## CATCH BASINSTORM MANHOLE ## FLARED END SECTION ## SANITARY SEWERSANITARY MANHOLECLEANOUT, SEE 3/C505 ## WATER SERVICE ## GATE VALVE, SEE 5/C502 ## CURBSTOP, SEE 3/C502 ## HYDRANT, SEE 2/C502 ## THRUST BLOCK, SEE 6/C502 ## FIRE DEPARTMENT CONNECTION ## GENERAL NOTES ## 1. EXISTING UTILITIES ARE BASED ON RECORD DRAWINGS AND HAVE NOT BEEN ## INDEPENDENTLY VERIFIED BY THE OWNER OR ENGINEER. THE CONTRACTOR SHALL ## FIELD VERIFY AL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. UTILIZE ## THE "GOPHER STATE ONE CALL SYSTEM" (1-800-252-1166) TO HAVE PUBLIC UTILITIES ## LOCATED WITHIN THE CONSTRUCTION LIMITS. CONTACT THE OWNER TO LOCATE PRIVATE UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS. NOTIFY THEENGINEER IMMEDIATELY OF ANY CONFLICTS. ## 2. SITE LIGHTING IS SHOWN FOR LOCATION ONLY. REFER TO ELECTRICAL SITE PLAN FOR ## ELECTRICAL ROUTING AND ADDITIONAL REQUIREMENTS. ## 3. UNLESS OTHERWISE NOTED, ALL UTILITY TRENCHES SHALL BE CONSTRUCTED PER ## 1/C502. ## 4. ADJUST ALL RISERS AND CASTINGS TO FINISH GRADE. ## 5. PREVENT CONSTRUCTION SEDIMENT, DIRT & DEBRIS FROM ENTERING INFILTRATION ## BMPS. ## 6. TRACER WIRE SHALL BE INSTALLED PER 2/C505 AND AND INDICATED IN THE PROJECT ## MANUAL SECTION 33 3113. ## 7. UTILITIES TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF ROSEVILLE ## STANDARD SPECIFICATIONS AND DETAIL PLATES. ## UTILITY PLAN ## DPG ## JTC ## C201 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 THIS SQUARE APPEARS 1/2" x 1/2" ## ON FULL SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 08/03/2026 ## PROJECT NAME: ## ROSEVILLE LICENSE ## AND PASSPORT CTRAND DANCE STUDIO 1133 ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:2660 CIVIC CENTER DR ## ROSEVILLE, MN 55113 ## File Path: ## ..\250485\500 Drawings\Civil\01 NW AREA\250485.01 C201 Utility Plan.dwg ## 7/31/2026 3:42 PM ## Plot Date: 1 05/08/2026 ## SD PRICING ## 1670 BROADWAY, SUITE 3400 ## DENVER, CO 80202-4824 ## CONSULTANT: 2 08/03/2026 ## DD PRICING ## Attachment 5 Page 44 of 54 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X | | ## H ## Y ## D > > > > > > ## ST ## EXISTING ## BUILDING ## EXISTING ## BUILDING > > > > > > > > > > ## RCP 18" ## RCP 18" >> >> ## S >> >> ## S >> >> ## S ## WOODHILL DRIVE ## TP | | | | | | | | | | | | ## W ## S ## O | | | | | | |||| | | | | | | | ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## APPROX. WATER ## LINES PER CITY 927 928 927 926 925 924 923 922 921 921 924 923 922 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XX ## XXX ## X ## TP ## TP ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## CONSTRUCTION LIMITS ## CONSTRUCTION LIMITS ## FO ## FO ## FO ## FO ## PROPOSED ## BUILDING 930.33 929.77 925 922 922 923 924 926 927 920 919 921 925 922 922 923 924 926 927 925 930 922 923 924 926 927 928 929 929 930 926 927 928 929 930 928 929 931 925 923 923 924 926 927 925 923 924 920 916 917 918 919 917 918 919 921 922 923 924 924 931 ## FFE 923.36 ## TBC 927.59 ## BC 927.45 ## BC 927.37 ## TBC 927.35 ## TBC 927.15 ## TBC 927.90 ## TBC 928.24 ## TBC 928.20 ## TBC 926.22 ## TBC 925.26 ## TBC 922.93 ## TBC 920.64 ## TBC 923.16 ## TBC 927.08 ## TBC 922.38 ## TBC 922.75 ## TBC 922.96 ## TBC 922.62 ## TBC 922.17 ## TBC 924.59 ## TBC 924.65 ## TBC 925.94 ## TBC 930.64 ## TBC 930.09 923.98 923.68 922.20 922.22 922.25923.83 923.99924.14 924.08 924.18 924.39 924.23 923.52 923.20 922.92 922.99 922.80 922.15 922.96 922.73 922.38 921.00 919.03 919.59 919.61 919.47 ## T/S 923.36 ## B/S 919.61 921.01 923.29 ## BC 927.49 ## BC 927.70 ## TBC 927.08 ## TBC 927.79 ## TBC 927.04 ## TBC 927.14 ## TBC 927.37 ## TBC 927.23 ## TBC 927.73 ## TBC 926.93 ## TBC 926.85 ## TBC 926.82 ## TBC 926.94 ## TBC 923.02 ## TBC 922.93 ## TBC 922.80 ## TBC 922.79 ## BC 921.57 ## TBC 922.10 ## TBC 922.60 ## TBC 922.23 ## TBC 922.81 ## TBC 922.98 ## TBC 922.38 ## TBC 922.32 ## TBC 924.79 ## TBC 924.79 ## TBC 924.69 ## TBC 924.73 ## TBC 926.14 ## TBC 926.14 ## TBC 926.02 ## TBC 926.08 ## TBC 929.03 ## TBC 928.97 ## TBC 927.65 ## TBC 927.51 925.89 926.01 926.76 926.44 926.15 926.13 926.27 926.27 927.60 927.63 926.77 926.62 925.78 925.46 925.44 925.48 925.57 ## TBC 925.61 923.36 923.36 923.36 923.36 923.36 922.86 922.31 919.45 ## TBC 923.42 ## TBC 922.51 ## TBC 922.73 ## TBC 922.31 ## TBC 921.25 ## TBC 928.89 ## TBC 926.00 ## TBC 926.90 ## BC 927.39 ## TBC 927.82 923.36 923.34 921.18921.15 920.87 920.83 920.78 920.83 920.96 923.29 919.99 920.03 920.17 919.40 919.35 919.57 919.02 919.38 919.43 5.0% 5.0% 927.51 927.65 ## LEGEND ## CONSTRUCTION LIMITS ## MAJOR CONTOUR (5' INTERVAL)MINOR CONTOUR (1' INTERVAL) ## SLOPE ARROWSPOT ELEVATION ## GRADE BREAK ## SWALE ## REVERSE GUTTER CURB ## ADA CRITICAL AREA ## 2% MAX IN ANY DIRECTION ## ABBREVIATIONS ## EO EMERGENCY OVERFLOWFFE FIRST FLOOR ELEVATION HWL HIGH WATER LEVELHP HIGH POINTLP LOW POINTMP MID POINTPC POINT OF CURVATUREPCC POINT OF COMPOUND CURVATUREPRC POINT OF REVERSE CURVATUREPR POINT OF TANGENT ## TBC TOP BACK OF CURB ## BC BACK OF CURBB/S BOTTOM OF STAIRS ## T/S TOP OF STAIRS ## B/W BOTTOM OF WALL ## T/W TOP OF WALL ## GENERAL NOTES ## 1. GRADES SHOWN ARE FINISH SURFACE ELEVATIONS UNLESS OTHERWISE NOTED. THE ## CONTRACTOR SHALL MAKE APPROPRIATE DEDUCTIONS FOR VARYING SURFACES TO ## DETERMINE SUBGRADE ELEVATIONS. ## 2. SPOT ELEVATIONS ALONG CURB LINES REPRESENT THE TOP BACK OF CURB UNLESS ## OTHERWISE NOTED. ## 3. UNLESS NOTED OTHERWISE, GRADES ADJACENT TO THE BUILDING WALL SHALL BE 8" ## BELOW FINISH FLOOR ELEVATION IN LANDSCAPED AREAS AND AT FINISH FLOOR ## ELEVATION FOR PAVED AREAS. ## 4. ALL EXISTING AND PROPOSED STRUCTURE ACCESS COVERS SHALL BE ADJUSTED TO ## FINISHED GRADE BY THE CONTRACTOR. ## 5. CONTRACTOR SHALL STOP WORK IMMEDIATELY IN THE AFFECTED AREA AND NOTIFY ## THE OWNER IF CONTAMINANTS ARE FOUND IN THE EXISTING SOILS. ## 6. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. CROSS-SLOPES OF AT LEAST ## 1.5% IN THE GENERAL DIRECTION OF THE OVERALL SITE SLOPE WILL BE ACHIEVED IN ## AREAS WHERE LONGITUDINAL SLOPES ARE LESS THAN 1.5%. 7. ONLY PLACE FILL MATERIALS ON COMPETENT, INSPECTED SUBGRADE.8. IN AREAS WHERE NEW FILL IS TO BE PLACED ON SLOPING GROUND, BENCHING THE SURFACE SHALL BE COMPLETED PRIOR TO PLACING THE FILL. BENCHING SHALL BECOMPLETED WHERE SLOPES ARE STEEPER THAN 4:1 (HORIZONTAL:VERTICAL) ## 9. SEE SHEETS C101-102 FOR THE SEDIMENTATION AND EROSION CONTROL PLANS. ## 10. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO ## NOT ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTINGDRAINAGE PATTERNS. ## 11. REFER TO LANDSCAPE PLANS FOR AREAS TO RECEIVE PERMANENT SEED, SOD, TREES ## AND SHRUBS, ETC. ## 12. THE CONTRACTOR SHALL ADJUST TO GRADE ALL MANHOLES STRUCTURES AND ## APPURTENANCES THAT FALL WITHIN THE LIMITS OF THIS CONTRACT. THE ## CONTRACTOR SHALL KEEP ALL SAID EXISTING UTILITIES AND THEIR APPURTENANCES ## FREE OF DEBRIS AND OPERABLE AT ALL TIMES DURING CONSTRUCTION. ## 13. ALL GRADE WITHIN THE LANDSCAPED AREAS SHALL NOT EXCEED 3 HORIZONTAL TO 1 ## VERTICAL AND HAVE A MINIMUM GRADE OF 2%, UNLESS OTHERWISE NOTED. AROUND ## THE BUILDING SHALL BE GRADED AT 5% FOR 10'. GRADED SWALES MUST HAVE A ## MINIMUM BOTTOM SLOPE OF 2.0%. ## 14. PREVENT CONSTRUCTION SEDIMENT, DIRT AND DEBRIS FROM ENTERING ALL ## FILTRATION BMPS. 863.25 ## CAUTION!!! ## EACH SUB CONTRACTOR SHALL VERIFY GRADES PRIOR TO INSTALLING ANY ## BUILDING ELEMENT. MAINTAIN ALL ACCESSIBLE ROUTES IN ACCORDANCE WITH ## THE MINNESOTA ACCESSIBILITY CODE. ## ADJUST GRADES AS NECESSARY FOR ## ANY FIELD CHANGES OR EXISTING CONDITIONS TO MAINTAIN ALL SLOPES BELOW ## CODE MAXIMUMS. NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES, ## ANY PAVEMENTS OR WALKS INSTALLED OUTSIDE OF CODE PARAMETERS SHALL ## BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. ## GRADING PLAN ## DPG ## JTC ## C301 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 THIS SQUARE APPEARS 1/2" x 1/2" ## ON FULL SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 08/03/2026 ## PROJECT NAME: ## ROSEVILLE LICENSE ## AND PASSPORT CTRAND DANCE STUDIO 1133 ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:2660 CIVIC CENTER DR ## ROSEVILLE, MN 55113 ## File Path: ## ..\250485\500 Drawings\Civil\01 NW AREA\250485.01 C301 Grading Plan.dwg ## 7/31/2026 3:43 PM ## Plot Date: 1 05/08/2026 ## SD PRICING ## 1670 BROADWAY, SUITE 3400 ## DENVER, CO 80202-4824 ## CONSULTANT: 2 08/03/2026 ## DD PRICING ## Attachment 5 Page 45 of 54 ## GENERAL SHEET NOTES ## KEYED SHEET NOTES ## J 32" 50" 18" 8" 20" 18" 18" 24" 20" 6" 6" 24" 20" 16" 18" 14" 10" 20" 10" 18" 18" 12" 4" 4" 10" ## JJ ## J ## J ## J ## J ## J ## J ## A.INSTALL LIGHTING AND POWER CONDUITS BETWEEN 24" (MINIMUM) ## AND 36" (MAXIMUM) BELOW FINISHED GRADE, UNLESS NOTED ## OTHERWISE. ## B.INSTALL TECHNOLOGY CONDUITS AT 36" MINIMUM BELOW FINISHED ## GRADE, UNLESS NOTED OTHERWISE. ## C.PROVIDE MINIMUM 1" CONDUIT SIZE FOR SITE LIGHTING, ## UNLESS ## NOTED OTHERWISE. ## D.CONDUIT ROUTING SHOWN IS DIAGRAMMATIC ONLY; COORDINATE ## ACTUAL ROUTING WITH OTHER TRADES. ## E.REFER TO ELECTRICAL SITE DETAILS FOR SPECIFIC INSTALLATION ## REQUIREMENTS. ## F.REFER TO LIGHTING AND POWER PLANS FOR BUILDING MOU ## NTED ## FIXTURES AND DEVICES. ## G.REFER TO SPECIFICATION SECTION 26 0519 FORE REQUIRED ## CONDUCTOR SIZE ADJUSTMENTS FOR VOLTAGE DROP. ## H.REFER TO LIGHTING CONTROLS SEQUENCE OF OPERATIONS ## SCHEDULE FOR EXTERIOR LIGHTING CONTROLS. ## 1.PROVIDE FLAG POLE LIGHT PER SPECIFICATION XX XXXX. CONNECT ## TO INDICATED CIRCUIT. ## 3.PROVIDE TWO HANDHOLES FOR LINE / LOW VOLTAGE CONDUCTORS ## TO SERVE EV CHARGING STATION(S). ## 4.PROVIDE DEDICATED CIRCUITS INDICATED FOR EV CHARGERS. ## CONFIRM POWER REQUIREMENTS FOR SELECTED MAKE / MODEL. ## 5.PROVIDE COURT LIGHTING EQUIPPED WITH PUSH BUTTON TIMER ## CONTROLS FOR USER OPERATION. ## 6.PROVIDE A POLE MOUNTED 360 DEGREE SECURITY CAMERA ## MOUNTED ON THE SITE LIGHTING POLE. ## 7.PROVIDE LINE VOLTAGE CIRCUIT TO SINGLE POINT CONNE ## CTION FOR ## SCOREBOARD. PROVIDE (X) X" UNDERGROUND CONDUIT FOR X ## XX ## SCOREBOARD AND (1) X" UNDERGROUND CONDUIT FOR FLAGPOLE ## LIGHT. ADDITIONALLY, PROVIDE (X) X" CONDUITS FOR AUDIO/VISUAL ## JUNCTION BOX FOR SCOREBOARD. CONFIRM POWER AND ## TECHNOLOGY REQUIREMENTS WITH SCOREBOARD MANUFACTURER. ## COORDINATE EXACT LOCATION OF SCOREBOARD WITH OWNER ## PRIOR TO WORK COMMENCING. ## UTILITY TRANSFORMER ## UTILITY CONNECTION CABINET 1 2 2 2 2 3 3 3 3 ## EV CHARGING STATION 1 ## EV CHARGING STATION 2 ## EV CHARGING STATION 3 ## EV CHARGING STATION 4 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1 ## AA1AA1 ## AA1 ## AA2 ## AA2 ## AA2 ## AA2 4 4 4 4 5 6 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## O ## N FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: ## 1670 BROADWAY, SUITE 3400 ## DENVER, CO 80202-4824 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 08/03/2026 DD SET ## 05/07/2026 SD SET ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville LPCDS MEP25.rvt ## 8/3/2026 1:46:09 PM ## ES101 ## XXX ## XXX 250791 ## ELECTRICAL SITE ## PLAN 0 8 / 0 3 / 2 0 2 6 ## ROSEVILLE LICENSE ## AND PASSPORT CTR ## AND DANCE STUDIO ## 1133 WOODHILL DR ## ROSEVILLE, MN 55113 ## 2660 CIVIC CENTER DR ## R ## OSEVILLE, MN 55113 1" = 20'-0" ## ES101 ## A1 ## ELECTRICAL SITE PLAN Attachment 5 Page 46 of 54 ## City of Roseville Civic Campus Open House Meeting Summary Date: July 15, 2026, 6:00 PM - 8:00 PM Location: Roseville City Hall, Willow Conference Room, 2660 Civic Center Drive, Roseville ## Roseville Staff Present: Pat Trudgeon, Matthew Johnson, Jesse Freihammer Open House Participants - See attached list. ## Meeting Summary Roseville staff walked participants through the individual boards to discuss the proposed zoning changes, plat, site plan architectural elements, and timeline of the proposed Civic Campus Plan. Residents were encouraged to provide comments and to gather additional information from the city website and to sign up for alerts on the project. •One resident expressed concerns about the changes and would like the project to occur elsewhere. There were concerns about the new LPCDS building being in close proximity to neighbors to the west. Concerns of increased noise from the MOC north site. •A lot of residents were satisfied with the current plans compared to previous plans presented to the public due to a larger portion of the park being saved and the smaller scale of building construction north of Woodhill. •Residents indicated they would like to make sure there is adequate screening between the LPCDS building and the neighboring properties to the west •Some residents wanted to make sure there was adequate fencing around the north MOC site. •A few residents wanted to make sure there was good pedestrian connectivity on Woodhill to the parks. Staff indicated a full pathway will be constructed on the south side of Woodhill likely in later 2030 after the Civic Campus project. •A few residents raised concerns about noise and dust during construction. Staff indicated that proactive communication will be going out from the construction manager and the City about the schedule of construction activities and will provide information for residents to contact with any questions or concerns during construction. •One resident wanted to make sure that any playground equipment was not adjacent to the rear yards of the homes on Griggs Street. Current plans show the playground on the east side of the site, near MOC North Attachment 6 Page 47 of 54 • A few residents asked about the park activities during construction. Staff indicated that the park would be closed for a period of time during construction to serve as a staging area. • A resident wanted to make sure that fencing on the west property line would not block sun from their garden. Staff noted the request and indicated most likely a fence would not be placed adjacent to their rear lot line as their lot is north of the LPCDS building. Written feedback to the meeting is attached. Attachment 6 Page 48 of 54 Attachment 6 Page 49 of 54 MOC. Not only will the MOC on the NW corner of Lexington and Woodhill impact the walkability, noise, and characteristic of our neighborhood when the MOC could reasonably be located in a commercial area without negatively impacting the quality of life, but the proposed location for the new license building will practically be in our neighbor's backyards when they currently have green space and park access. This is a huge change to the feel of a neighborhood. I strongly advocate for the re-zoning of the area to be denied. If the city decides to re-zone the area and proceed with their development proposals anyway, please consider the noise and feel of the neighborhood in addition to the space needs and cost of the projects. Please strive to mitigate noise impacts to the neighborhood to ensure that residents in the area can continue to live here in peace and endeavor to maintain the walkability and accessibility of the area, both during construction and once in operation. Keep in mind that large, heavy duty maintenance vehicles are loud and may be difficult for residents to walk near with our families and pets (they are super exciting to our pets which can lead to major pulling). Please build walkways and intersections with this in mind along with coaching city vehicle drivers to be mindful of pedestrians and stopping before entering the road - something I haven't always experienced with the city vehicles entering Woodhill from the driveways on the south side of the road when walking in our neighborhood. Thank you for your consideration, ## Mary Beth Kehrwald & Michael Zajicek ## 2723 Griggs St N Attachment 6 Page 50 of 54 ## WOODHILL DR ## FERNWOOD ST ## FERNWOOD ST ## LEXINGTON AVE N ## JUDITH AVE ## GRIGGS ST ## WOODHILL DR ## CHURCHILL ST ## CI ## V ## I ## C ## C ## E ## N ## T ## E ## R ## D ## R 2775 2755 2765 2777 2793 2801 2785 2800 2792 2778 2770 2762 2756 2750 2744 2736 2730 2724 2718 1145 2755 2747 2735 2725 1225 2724 2730 2736 2744 2750 2756 2762 2772 2780 2777 2769 2761 2755 2749 2743 2735 2729 2723 2717 2791 2799 2798 2788 2765 2775 2781 2787 2799 2713 2661 1140 2701 2719- 2737 2791 2797 2797 2796 2790 2680 2700 2728 2734 2740 2748 2756 2787 2763 2757 2749 2741 1059 2726 2730 2740 2744 2748 2750 2764 2772 2778 2779 2777 2763 2753 2751 2745 2737 2731 2723 1051 1135 2729 2721 2717 2789 2791 1095 ## Veteran's ## Park ## Howard Johnson ## Park ## Existing Comprehensive Plan ## (F ## uture Land Use) ## Residential ## Low Density Residential ## Medium Density Residential ## High Density Residential ## Mixed Use ## Neighborhood Mixed Use ## Community Mixed Use ## Corridor Mixed Use ## Core Mixed Use ## Employment ## Employment ## Employment Center ## Industrial ## Public / Institutional ## Institutional ## Park/Open Space ## Golf Course ## Water Ponding Attachment 7 Page 51 of 54 ## WOODHILL DR ## FERNWOOD ST ## FERNWOOD ST ## LEXINGTON AVE N ## JUDITH AVE ## GRIGGS ST ## WOODHILL DR ## CHURCHILL ST ## CI ## V ## I ## C ## C ## E ## N ## T ## E ## R ## D ## R 2775 2755 2765 2777 2793 2801 2785 2800 2792 2778 2770 2762 2756 2750 2744 2736 2730 2724 2718 1145 2755 2747 2735 2725 1225 2724 2730 2736 2744 2750 2756 2762 2772 2780 2777 2769 2761 2755 2749 2743 2735 2729 2723 2717 2791 2799 2798 2788 2765 2775 2781 2787 2799 2713 2661 1140 2701 2719- 2737 2791 2797 2797 2796 2790 2680 2700 2728 2734 2740 2748 2756 2787 2763 2757 2749 2741 1059 2726 2730 2740 2744 2748 2750 2764 2772 2778 2779 2777 2763 2753 2751 2745 2737 2731 2723 1051 1135 2729 2721 2717 2789 2791 1095 ## Veteran's ## Park ## Howard Johnson ## Park ## Proposed Comprehensive Plan ## (F ## uture Land Use) ## Residential ## Low Density Residential ## Medium Density Residential ## High Density Residential ## Mixed Use ## Neighborhood Mixed Use ## Community Mixed Use ## Corridor Mixed Use ## Core Mixed Use ## Employment ## Employment ## Employment Center ## Industrial ## Public / Institutional ## Institutional ## Park/Open Space ## Golf Course ## Water Ponding Attachment 7 Page 52 of 54 Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri ## WOODHILL DRIVE (f/k/a COUNTY ROAD "C") ## LEXINGTON AVENUE SHEET 3 of 4 SHEETS ## PRELIMINARY PLAT 0 40 20 80 ## Basis of Bearing is Grid North, Ramsey County Coordinate System, NAD83. 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## EXISTING ZONING CLASSIFICATIONS ## CITY OF ROSEVILLE, RAMSEY COUNTY, MINNESOTA ## VETERANS PARK AREA 07/14/2026 ## Attachment 8 Page 53 of 54 Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri ## WOODHILL DRIVE (f/k/a COUNTY ROAD "C") ## LEXINGTON AVENUE SHEET 4 of 4 SHEETS ## PRELIMINARY PLAT ## PROPOSED ZONING CLASSIFICATIONS ## CITY OF ROSEVILLE, RAMSEY COUNTY, MINNESOTA ## VETERANS PARK AREA 0 40 20 80 ## Basis of Bearing is Grid North, Ramsey County Coordinate System, NAD83. 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 07/14/2026 ## Attachment 8 Page 54 of 54