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HomeMy WebLinkAbout05-08-19 PCAPPROVAL OF THE AGENDA APPROVAL OF MINUTES April 3, 2019 Planning Commission Regular Meeting MINUTES.PDF APPOINTMENTS Planning Commission Reappointment PLANNING CASES Planning Case 18 -014 –Mounds View School District 1900 & 1901 Lake Valentine Road –Final PUD And Comprehensive Plan Amendment (Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF Planning Case 19 -005 –Boston Scientific –Site Plan Review (No Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF UNFINISHED AND NEW BUSINESS COMMENTS AND REPORTS Report From The City Council Planning Commission Comments ADJOURNMENT ADJOURN A quorum of the City Council may be present at this meeting. Chair: Nick Gehrig Commissioners: Steven Jones James Lambeth Subbaya Subramanian Paul Vijums Jonathon Wicklund Clayton Zimmerman Council Liaison: Dave McClung Planning Commission XXXXXX, 2019 6:30 p.m. City Hall Address: 1245 W Highway 96 Arden Hills MN 55112 Phone: 651 -792 -7800 Website : www.cityofardenhills.org City Vision Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. Agenda CALL TO ORDER 1. 2. 2.A. Documents: 3. 3.A. 4. 4.A. Documents: 4.B. Documents: 5. 6. 6.A. 6.B. 7. APPROVAL OF THE AGENDAAPPROVAL OF MINUTESApril 3, 2019 Planning Commission Regular MeetingMINUTES.PDFAPPOINTMENTSPlanning Commission ReappointmentPLANNING CASESPlanning Case 18 -014 –Mounds View School District 1900 & 1901 Lake Valentine Road –Final PUD And Comprehensive Plan Amendment (Public Hearing Required)MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDF ATTACHMENT D.PDF Planning Case 19 -005 –Boston Scientific –Site Plan Review (No Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF UNFINISHED AND NEW BUSINESS COMMENTS AND REPORTS Report From The City Council Planning Commission Comments ADJOURNMENT ADJOURN A quorum of the City Council may be present at this meeting. Chair:Nick GehrigCommissioners:Steven JonesJames LambethSubbaya SubramanianPaul VijumsJonathon WicklundClayton Zimmerman Council Liaison:Dave McClung Planning Commission XXXXXX, 2019 6:30 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. AgendaCALL TO ORDER1.2.2.A.Documents:3.3.A.4.4.A.Documents: 4.B. Documents: 5. 6. 6.A. 6.B. 7. Approved: May 8, 2019 CITY OF ARDEN HILLS, MINNESOTA PLANNING COMMISSION WEDNESDAY, APRIL 3, 2019 6:30 P.M. - ARDEN HILLS CITY HALL CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Chair Nick Gehrig called to order the regular Planning Commission meeting at 6:30 p.m. ROLL CALL Present were: Chair Nick Gehrig, Commissioners Subbaya Subramanian, Paul Vijums, Jonathan Wicklund, and Clayton Zimmerman. Absent: Commissioners Matt Dixon, Steven Jones and James Lambeth. Also present were: City Planner Mike Mrosla, Planning Consultant Jane Kanzier, Planning Consultant Sarah Strain and Councilmember Dave McClung. APPROVAL OF AGENDA – APRIL 3, 2019 Chair Gehrig stated the agenda will stand as amended removing Planning Case 19-001 as this item was withdrawn by the applicant. APPROVAL OF MINUTES January 9, 2019 – Planning Commission Regular Meeting Commissioner Zimmerman moved, seconded by Commissioner Wicklund, to approve the January 9, 2019, Planning Commission Regular Meeting as presented. The motion carried unanimously (5-0). APPOINTMENTS A.Planning Commission Appointments and Reappointments City Planner Mrosla administered the Oath of Office to the newly appointed and reappointed members of the Planning Commission. ARDEN HILLS PLANNING COMMISSION – April 3, 2019 2 PLANNING CASES A. Planning Case 18-014; Mounds View School District – 1900 & 1901 Lake Valentine Road – Final PUD and Comprehensive Plan Amendment – Public Hearing Required Planning Consultant Kanzier explained Mounds View Public Schools has submitted an application for a Master and Final Planned Unit Development (PUD). The Applicant is requesting to construct 27,300 square feet of additional classroom space and a 49,000 square feet gymnasium addition. The property, located at 1900 Lake Valentine Road, is zoned R-1, Single Family Residential and is guided as Public and Institutional on the Land Use Plan. Planning Consultant Kanzier stated in addition, the Applicant is requesting to amend the 2040 Comprehensive Plan. The Applicant is requesting to modify the existing Land Use of 1901 Lake Valentine Road, the former First Student Bus Garage from Low Density Residential to Public and Institutional in the 2040 land use plan. This property will be used for high school student and staff parking. The PUD is required to allow the two non-contiguous parcels to be used as a single use. Planning Consultant Kanzier reported the last major addition to the high school occurred in 2000 when they reconstructed the track and field stadium and added to the main entrance, auditorium, orchestra/choir area, storage, computer lab, staff dining area, woodshop, and classrooms. Planning Consultant Kanzier noted the Applicant is requesting a Comprehensive Plan Amendment to change the existing land use designation of 1901 Lake Valentine Road. In addition, the Applicant is proposing an addition totaling 76,300 square feet; 49,000 square feet for gymnasiums and 27,300 square feet for classrooms, adding seven total classrooms. Interior remodels of the existing building would include 65,000 square feet. The subject property is located at 1900 Lake Valentine Road. Planning Consultant Kanzier stated the Applicant recently acquired the former First Student school bus garage located adjacent to the high school at 1901 Lake Valentine Road. The Applicant is proposing to repave and restripe the parking lot for more efficient car parking. The existing building on the site will be used for cold storage. A more intensive use of the building may be proposed at a later date. Planning Consultant Kanzier indicated the Planned Unit Development process is a tool that provides additional flexibility for development that an underlying zoning district would not otherwise allow. For example, a PUD may make exceptions to setbacks, lot coverage, parking requirements, signage, building materials, or landscaping requirements. It is intended to overcome the limitations of zoning regulations and improve the overall design of a project. While the PUD process allows the City to negotiate certain aspects of the development, any conditions imposed on the PUD must have a rational basis related to the expected impact of the development. A PUD cannot be used to permit uses that would not otherwise be permitted in the underlying zoning district. Planning Consultant Kanzier commented if a PUD is comprised of multiple lots, it is often treated as one continuous development. The development as a whole would be expected to meet ARDEN HILLS PLANNING COMMISSION – April 3, 2019 3 the landscaping, structure coverage, and other similar requirements. For example, one property in the PUD may have 60 percent building coverage, but the development as a whole may not exceed 50 percent building coverage to maintain conformance with the underlying zoning district. Planning Consultant Kanzier explained the PUD development process is comprised of multiple steps. The first step is the Master PUD, which is a detailed concept plan for the entire development outlining the individual phases over a period of time. The City also works with the developer during this stage to set a design framework for the development. These standards are written into a development agreement, which generally includes the design standards, a list of conditions, and what deviations from the underlying zoning district will be permitted. A Final PUD proposal is then submitted prior to the development of each successive phase of the project. This plan provides a greater level of detail than the Master PUD and must conform to the approved development agreement. Planning Consultant Kanzier stated at this time, the applicant is simultaneously applying for both the Master and Final PUD. They hope to complete all the proposed development in a single phase. However, due to budget constraints, it may be necessary to delay the resurfacing and striping of the north parking lot to a later date. This phase primarily involves grading and reconstruction of the surface lot. If the applicant must delay this work, staff believes this phase can be reviewed as a site plan. Site Data Future Land Use Plan: PI: Public and Institutional Existing Land Use: Institutional: High School, and former site of First Transit bus garage Zoning: R-1: Single Family Residential Current Lot Sizes: 65.37 Acres Topography: There grades on the south side of Lake Valentine Road (existing school site) vary about 20’ from the road (low point) to the south side of the lot (high point). This site has been graded over the years to accommodate the buildings, athletic fields and parking lots. The lot on the north side of Lake Valentine Road slopes towards the north, and has a 6’ variation from the high point of the lot to the low point. Planning Consultant Kanzier reviewed the surrounding area, the Plan Evaluation, the Comprehensive Plan Amendment. She reported staff received revised plans that were submitted by the applicant just this week. She explained the original plans were revised in a significant manner with respect to the stormwater ponding and staff does not have enough information with respect to stormwater calculations and a tree inventory. Because of the significant departure from the original plans, staff recommended the Planning Commission table action on this item to May 8, 2019. City Planner Mrosla commented that the original plans showed the neighborhood the trees on the site would be preserved and the new plans show the trees being removed for a stormwater ARDEN HILLS PLANNING COMMISSION – April 3, 2019 4 pond. He explained staff would like to review this information with the neighbors, while also creating a buffer zone or improving the landscaping on the site. Chair Gehrig opened the floor to Commissioner comments. Commissioner Wicklund asked when the school district was planning to begin construction. City Planner Mrosla commented the school district was hoping to begin construction on April 1st. However, this timeline has been revised to ensure all City approvals can be issued based on the new plans. Commissioner Subramnian questioned if a traffic study had been completed. City Planner Mrosla reported the applicant had completed a thorough traffic analysis report and City consultants were reviewing this information. Planning Consultant Kanzier explained the City this has been a topic of discussion since conversations began with the high school. She indicated a workable solution was in place and the details should be addressed by May 8th. Commissioner Zimmerman encouraged the applicant to have a secure crossing in place to allow pedestrians to cross from one side of the street to the other. He encouraged City staff to take a close look at the landscaping plan to ensure all requirements were being met given the fact a large number of trees were going to be removed for the new stormwater pond. Chair Gehrig opened the public hearing at 6:47 p.m. Chair Gehrig invited anyone for or against the application to come forward and make comment. Amelia Rogers, 1785 Lake Valentine Road, stated she lived directly across from the parking lot and requested the south side of Lake Valentine Road have a sidewalk installed for student safety. Elizabeth Garsky, 1795 Lake Valentine Road, reported she lived east of the high school across from the parking lot. She explained she saw a problem with adding 478 additional parking spaces. She feared for student safety and questioned how these students would safely cross the street. She recommended the school reconsider their permitting process to encourage ridesharing to and from the high school. She stated she was also very concerned with the loss of trees as was proposed on the new plans from the school district. She explained these trees assisted in buffering freeway noise. Judy Bourg, 1812 Janet Court, explained her husband planted a large number of fir trees to buffer her home from the adjacent bus garage. She stated she feared how the new plans and the loss of trees would impact her property. City Planner Mrosla commented the City would be holding another neighborhood meeting to discuss the new plans in greater detail with the neighbors. There being no additional comment Chair Gehrig closed the public hearing at 6:56 p.m. ARDEN HILLS PLANNING COMMISSION – April 3, 2019 5 Councilmember Zimmerman stated he would like to see a traffic signal installed in order to ensure pedestrian safety was property addressed. He recommended the applicant speak with Ramsey County regarding a crosswalk and traffic signal. Commissioner Vijums questioned why the original plans were changed. Planning Consultant Kanzier stated she would speak to the applicant and have an answer for the Commission on May 8th. Commissioner Vijums moved, and Commissioner Zimmerman seconded a motion to table action on Planning Case 18-014 a Master and Final PUD at 1900 Lake Valentine Road to allow staff to gather additional information on the new plans submitted to the May 8, 2019 Planning Commission meeting. The motion carried unanimously (5-0). B. Planning Case 19-001; Brausen Family Automotive Repair – Site Plan Review and Final PUD – Public Hearing Required This item was withdrawn by the applicant. C. Planning Case 19-003; Bethel University Science Addition – Site Plan Review – No Public Hearing Required City Planner Mrosla stated Bethel University has submitted an application for Site Plan Review. The Applicant is requesting approval of a new 20,000 square foot addition to the Academic Commons Building. The property is located at3900 Bethel Drive. The property is zoned Institutional District and is guided as Public and Institutional on the Land Use Plan. City Planner Mrosla commented at their March 26, 2018 meeting, the City Council approved the Amended Conditional Use Permit (CPU) and Master Plan Amendment and Variance Approval Agreement for a 20,000 square foot addition to the Academic Commons building at Bethel University. As a condition of approval, the proposed addition required Site Plan approval. City Planner Mrosla reported the proposed addition is a component of a larger, phased project Bethel University is planning for the Academic Commons and Lundquist Community Life Center buildings. The proposed plan would include 45,000 gross square feet of renovations within the existing Academic Commons building and a new 20,000 gross square foot addition on the northwest corner of the building on an existing small parking lot. The addition would match the height of the existing three-story Academic Commons building. The proposed renovations and addition are needed to support science academic programs on the campus. City Planner Mrosla explained Bethel University anticipates the project will be built in five phases. The first and second phases would include interior renovations to the existing building to support the proposed addition and the proposed addition. Construction would take place between summer 2019 and summer 2021. Phases three, four, and five would involve interior renovations of existing buildings and is anticipated to begin once the proposed addition is constructed and occupied. The current schedule is to complete the proposed addition and all interior renovations by Fall 2023. ARDEN HILLS PLANNING COMMISSION – April 3, 2019 6 Site Data 2040 Land Use Plan: Public and Institutional Existing Land Use: Public and Institutional Zoning: INST – Institutional District Size: 191.32 Acres (Including main campus, athletic complex, and part of Lake Valentine) Topography: Varied topography across campus City Planner Mrosla reviewed the surrounding area and the Plan Evaluation. Staff offered the following Findings of Fact for review: General Findings: 1. The Bethel University main campus at 3900 Bethel Drive is located in the Institutional Zoning District. 2. A Higher Education, College Campus is a Conditional Use in the Institutional District. 3. Bethel University operates under a Conditional Use Permit Master Plan. 4. The 20,000 gross square foot addition to the Academic Commons building is anticipated to be constructed in summer 2019. 5. The proposed addition to the Academic Commons building would be in compliance with the lot coverage requirements for the Bethel University campus under the approved Conditional Use Permit. 6. The proposal is generally in conformance with the design standard requirements included in Section 1325.05 of the Zoning Code. 7. The proposed site plan will not impact parking, loading, or circulation demands since the addition is to better accommodate existing building uses and will not increase capacity or intensity of use. 8. The proposal is not expected to adversely affect the surrounding area of the community as a whole. City Planner Mrosla provided the following options and motion language for Planning Case 19- 003 for a Site Plan Review at 3900 Bethel Drive, based on the findings of fact and the submitted plans, as amended by the eleven (11) conditions in the April 3, 2019, Report to the Planning Commission. 1. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to the plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 2. All conditions of the original Conditional Use Permit and Master Plan Amendment and Variance Approval Agreement shall remain in full force and effect. 3. This approval does not include signs. A separate sign permit is required for all proposed signage. 4. Prior to the issuance of a building permit, a landscape financial security of $5,000.00 dollars shall be submitted. Landscape financial security is held for two full growing seasons. 5. Before construction, grading, or land clearing begins, trees or tree areas that are to be preserved shall be visibly marked and city-approved tree protection fencing or other ARDEN HILLS PLANNING COMMISSION – April 3, 2019 7 method shall be installed and maintained at the critical root zones of the trees to be protected. The location of the fencing shall be in conformance with the approved tree preservation plan and approved by staff in writing. 6. All rooftop or ground mounted mechanical equipment shall be hidden from view with the same materials used on the building in accordance with City Code requirements. 7. Prior to the issuance of a building permit, the Applicant shall submit a materials board to be approved in writing by staff. 8. The Applicant shall be responsible for obtaining a Grading and Erosion Control permit from the City’s Engineering Division prior to the commencement of any land disturbance activities. 9. Heavy duty silt fence and adequate erosion control around the entire construction site shall be required and maintained by the Developer during construction to ensure that sediment and storm water does not leave the project site. 10. The Applicant shall be responsible for obtaining any other permits necessary from other agencies, MPCA, Rice Creek Watershed District, etc. prior to the start of any site activities. 11. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments and debris during all construction activities. Temporary stormwater facilities shall be installed to protect the quality aspect of the proposed and existing stormwater facilities prior to and during construction activities. Maintenance of any and all temporary stormwater facilities shall be the responsibility of the Developer. City Planner Mrosla reviewed the options available to the Planning Commission on this matter: 1. Recommend Approval with Conditions 2. Recommend Approval as Submitted. 3. Recommend Denial 4. Table Chair Gehrig opened the floor to Commissioner comments. Commissioner Vijums commented on the proposed height of the building and asked if this met the PUD requirements. City Planner Mrosla reported the PUD that was approved in 2018 would allow for the building height flexibility that was being requested by Bethel University. Commissioner Subramnian inquired if the trees that would be removed were significant in nature. Planning Consultant Strain explained the trees proposed for removal were common and were not considered significant. Chair Gehrig reported the applicant was not requesting any variances for the building addition. He asked if the City had received any comments or concerns from the neighbors. ARDEN HILLS PLANNING COMMISSION – April 3, 2019 8 City Planner Mrosla indicated the City had not received any comments or questions from the neighbors. Commissioner Vijums questioned if the building addition would be handicap accessible. Brian Lapum, BWBR Architects representing Bethel University, discussed the main entrance on the building addition and explained this would be fully accessible, ADA. Commissioner Zimmerman moved, and Commissioner Vijums seconded a motion to recommend approval of Planning Case 19-003 for a Site Plan Review at 3900 Bethel Drive, based on the findings of fact and the submitted plans, as amended by the conditions in the April 3, 2019, report to the Planning Commission. The motion carried unanimously (5-0). UNFINISHED AND NEW BUSINESS None. REPORTS A. Report from the City Council Councilmember McClung updated the Planning Commission on City Council activities from the February and March meetings. He welcomed the returning and new members. He stated the City Council would be reviewing the AUAR. He provided the Commission with an update on the TCAAP development noting there remains a slight disagreement between the County and the City with respect to density and housing types. He indicated the City stands ready to continue to work with the County. He reported the Council would be addressing pedestrian safety concerns in the City in 2019. He explained the City would be amending its Tobacco Ordinance to raise the age for tobacco sales to 21 while also banning the sale of flavored tobacco products in Arden Hills. B. Planning Commission Comments and Requests Chair Gehrig welcomed the new Commissioners to the Planning Commission. He explained the Planning Commission had a vacancy and anyone interested in serving in this capacity was encouraged to contact City Hall for further information. C. Staff Comments None. ADJOURN Commissioner Zimmerman moved, seconded by Commissioner Vijums, to adjourn the April 3, 2019, Planning Commission Meeting at 7:27 p.m. The motion carried unanimously (5-0). _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 1 of 14 Requested Action Mounds View Public Schools has submitted an application for a Master and Final Planned Unit Development (PUD). The Applicant is requesting to construct 27,300 square feet of additional classroom space and a 49,000 square feet gymnasium addition. The property, located at 1900 Lake Valentine Road, is zoned R-1, Single Family Residential and is guided as Public and Institutional on the Land Use Plan. In addition, the Applicant is requesting to amend the 2040 Comprehensive Plan. The Applicant is requesting to modify the future Land Use of 1901 Lake Valentine Road, the former First Student Bus Garage from Low Density Residential to Public and Institutional in the 2040 land use plan. This property will be used for high school student and staff parking. The PUD is required to allow the two non-contiguous parcels to be used as a single use. This item was originally scheduled for a public hearing on April 3, 2019. However, just prior to the hearing, the Applicant submitted revised plans that were significantly different than the previous plans reviewed by staff. As a result, the item was tabled to allow time for additional plan review and a second neighborhood meeting. MEMORANDUM DATE: May 8, 2019 PC Agenda Item 4.A TO: Planning Commission FROM: Mike Mrosla, City Planner Jane Kansier, AICP, Planning Consultant SUBECT: Planning Case # 18-014 – Public Hearing Required Applicant: ISD #621: Mounds View Public Schools Property Location: 1900 and 1901 Lake Valentine Road Request: Master and Final Planned Unit Development; Comprehensive Plan Amendment _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 2 of 14 Background The last major addition to the high school occurred in 2000 when the track and field stadium was reconstructed and additions were made to the main entrance, auditorium, orchestra/choir area, storage, computer lab, staff dining area, woodshop, and classrooms. The Applicant is proposing an addition totaling 76,300 square feet, including 49,000 square feet for gymnasiums and 27,300 square feet for a total of seven classrooms. Interior remodels of the existing building include 65,000 square feet. The subject property is located at 1900 Lake Valentine Road. The Applicant recently acquired the former First Student school bus garage located directly north of the high school at 1901 Lake Valentine Road. The Applicant is proposing to repave and restripe the parking lot for more efficient car parking. The existing building on the site will be used for cold storage. A more intensive use of the building may be proposed at a later date. Existing Conditions 1. Site Data: 2030 Land Use Plan: PI: Public & Institutional and LRR: Low Density Residential Existing Land Use: Institutional: High School, and former site of First Transit bus garage Zoning: R-1: Single Family Residential District Lot Size: 65.65 Acres Topography: The grades on the south side of Lake Valentine Road (existing school site) vary about 20’ from the road (low point) to the south side of the lot (high point). This site has been graded over the years to accommodate the buildings, athletic fields and parking lots. The lot on the north side of Lake Valentine Road slopes towards the north, and has a 6’ variation from the high point of the lot to the low point. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 3 of 14 2. Surrounding Area: Direction 2030 Land Use Zoning 2040 Land Use North I-694 is located directly north of the site. North of I-694 is MB: Mixed Business G-B: Gateway Business District IND: Light Industrial & Office South LDR: Low Density Residential and P/OS: Parks & Open Space R-1: Single Family Residential District and POS: Parks and Open Space District LDR: Low Density Residential and POS: Parks & Open Space East LDR: Low Density Residential R-1: Single Family Residential District LDR: Low Density Residential West P/OS: Parks & Open Space District and PI: Public & Institutional R-1: Single Family Residential District and POS: Parks & Open Space District POS: Parks & Open Space District and PI: Public & Institutional Process 1. Comprehensive Plan Amendment: An amendment to the Comprehensive Plan requires a recommendation from the Planning Commission following a public hearing, adoption of a resolution by the City Council, and review and approval by the Metropolitan Council. The City has submitted its 2040 Com prehensive Plan update to the Metropolitan Council. The Metropolitan Council will not consider any amendments to the Comprehensive Plan until the 2040 Plan is approved. The City can proceed with the amendment, but must wait to submit it to the Metropolitan Council for final approval, likely later this summer. This delay does not affect the PUD process. 2. Planned Unit Development (PUD) Process: The Planned Unit Development process is a tool that provides additional flexibility for development that an underlying zoning district would not otherwise allow. For example, a PUD may make exceptions to setbacks, lot coverage, parking requirements, signage, building materials, or landscaping requirements. It is intended to overcome the limitations of zoning regulations and improve the overall design of a project. While the PUD process allows the City to negotiate certain aspects of the development, any conditions imposed on the PUD must have a rational basis related to the expected impact of the development. A PUD cannot be used to permit uses that would not otherwise be permitted in the underlying zoning district. If a PUD is comprised of multiple lots, it is often treated as one continuous development. The development as a whole would be expected to meet the landscaping, structure coverage, and other similar requirements. For example, one property in the PUD may have 60 percent building coverage, but the development as a whole may not exceed 50 percent building coverage to maintain conformance with the underlying zoning district. The PUD development process is comprised of multiple steps. The first step is the Master PUD, which is a detailed concept plan for the entire development outlining the individual phases over a period of time. The City also works with the developer during this stage to set a design framework for the development. These standards are written into a development agreement, which generally _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 4 of 14 includes the design standards, a list of conditions, and what deviations from the underlying zoning district will be permitted. A Final PUD proposal is then submitted prior to the development of each successive phase of the project. This plan provides a greater level of detail than the Master PUD and must conform to the approved development agreement. At this time, the Applicant is simultaneously applying for both the Master and Final PUD. They hope to complete all the proposed development in a single phase. However, due to budget constraints, it may be necessary to delay the resurfacing and striping of the north parking lot to a later date. This phase primarily involves grading and reconstruction of the surface lot. If the Applicant must delay this work, staff believes this phase can be reviewed as a site plan. Plan Evaluation 1. Chapter 13, Zoning Code Review Section 1320 – District Provisions A. Lot Size, Building Coverage, and Landscape Coverage – Meets Requirements The minimum lot size in the R-1 District for non-residential uses is 14,000 square feet. The total lot area of the subject property is 65.65 acres. No more than 25 percent of the total lot area may be covered by structures. In this case, the high school and the proposed additions would have a total footprint of 402,830 square feet, approximately 14 percent of the total site area. The Zoning Code requires properties in the R-1 District to maintain a minimum landscaped lot area of 65 percent. Landscaping is defined as all plantings, including trees, grass, and shrubs. R-1 District Requirements Existing Sites (%) Proposed Master PUD Structure Coverage 714,928 sf 25% 326,530 sf 11.41% 402,830 sf 14.08% Landscape Coverage 1,850,886 sf 65% 2,123,550 sf 74.26% 2,116,580 sf 74.01% Total Area within Master PUD 65.65 acres B. Height – Flexibility Required The maximum height in the R-1 District is 35 feet. Most of the proposed additions are at or below this height. There is a proposed penthouse addition, located adjacent to the gymnasium addition, which is proposed to be 40’ in height. This requires flexibility of 5’ of the maximum height. C. Setbacks – Meets Requirements The minimum R-1 setbacks and proposed setbacks are as follows: Minimum Setback Proposed Setback Front 40’ 60’ Side (min/total) 10’/25’ 370’/1,330’ Rear 30’ 260’ _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 5 of 14 Section 1325 – General Regulations A. Landscaping and Tree Preservation – Section 1325.05 Subd. 1 and 1325.055 Minimum Caliper Inches and Tree Ratio – Exceeds Requirements The Zoning Code requires a minimum number of caliper inches of trees be provided based on the gross square footage of the building on the property. The proposed additions have a 76,300 square foot footprint and are generally 2-stories, so the minimum caliper inches required for the landscaping plan is 477 inches. There are currently a total of 6,675 caliper inches of trees on the site. The planned removal is 2,842 caliper inches, and new landscaping includes 273.6 caliper inches to be planted throughout the site. This totals 1,523.6 caliper inches on the site. Tree Preservation – Flexibility Required The following table shows tree removal, required mitigation and proposed replacement: Caliper Inches Number of Trees Existing Significant Caliper Inches 6675 392 Proposed Significant Tree Removal 2842 167 Allowable Removal (10%) 668 -- Mitigation Requirement (1” for each 2”) 1087 -- Proposed Tree Plantings 525 175 Difference 562 -- Based on the ordinance requirements, an additional 562 caliper inches is required. The Applicant has the option of providing the additional trees on the site, or subject to City approval, plant additional trees off-site or provide cash in lieu of replacement. The landscaping plan has been updated to provide additional screening between the athletic fields and the single family houses to the south. There are also several trees planted along the stormwater pond on the north side of the site to provide screening to the homes along Janet Court. Trees along Street Frontage – Exceeds Requirements The Zoning Ordinance requires a minimum of one tree along the right of way for every fifty (50) feet of public street frontage. The proposed plan exceeds this requirement. Perennials and Shrubberies – Meets Requirements The Zoning Ordinance also requires at least ten (10) percent of the total landscaped area shall be covered with perennials and/or shrubbery and be planted within the perimeter of private parking, building, and driveway areas. The proposed landscaping plan exceeds this requirement. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 6 of 14 Planting Islands – Flexibility Requested The Zoning Ordinance requires planting islands in parking lots to visually break up expanses of hard-surface parking areas, to provide safe and efficient traffic movement, and to define rows of parking. Planting islands must occupy at least ten (10) percent of the parking area, and must be edged with concrete curbs. Parking lot planting islands are also required to be a minimum of 150 square feet in area, be of appropriate width and length, and include at least one tree meeting the requirements of this ordinance. The Applicant is not proposing any planting islands, and is requesting flexibility to this provision. Tree Selection – Meets Requirements The proposed landscape plan includes a variety of tree species, including maples, oaks, ash and evergreens, ranging in size from 2-3 caliper inches. This is consistent with ordinance requirements. B. Lighting – Section 1325.05 Subd. 3 – Meets Requirements The plan proposes new lighting in the parking lot on the north side of Lake Valentine Road and in the new bus parking area on the south side of Lake Valentine Road. The Applicant submitted a photometric plan that indicates the lighting does not exceed 0.1 foot candles at the property boundary. This is less than the permitted 0.4 foot candles. C. Screening – Section 1325.05 Subd. 4 - Meets Requirements Mechanical operating equipment located on the ground or roof is required to be screened from adjacent streets. The proposed plans indicate rooftop mechanical equipment is screened by prefinished metal panels, which are complimentary to the building façade. D. Drainage Wetlands and Flood Plain – Section 1325.05 Subd. 2 This proposal involves significant grading on the site to accommodate the stormwater ponding, building additions, the access road around the building, new parking lot configuration, and new athletic field configuration. The original proposal called for a series of underground stormwater structures; however, the cost of these structures proved to be prohibitive. The revised drainage plans directs stormwater runoff to a large stormwater pond located north of Lake Valentine Road, west of Janet Court, and east of the existing bus storage building. The grading and drainage plan is under review by the City Engineer and the Rice Creek Watershed District. Comments from those reviews will be provided as soon as possible. E. Requirements for Parking, Loading, and Circulation – Section 1325.06 - Meets Requirements The existing circle drive in front of the school’s main entrance is the current bus drop-off and pick-up, where buses are parked side-by-side and nose-to-tail; this creates an unsafe condition _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 7 of 14 forcing students to navigate between multiple lanes of buses. The Applicant is proposing to use the existing circle drive as the parent drop-off and pick-up. A turn lane will also be created at the entrance to this driveway to limit the number of vehicles stacking on Lake Valentine Road. The western half of the existing staff and student parking lot is proposed to be modified to become a bus-dedicated lot with diagonal bus parking (no double-parking) and enough room for the buses to turn around without having to back-up to exit the lot. As a condition of approval, overnight school bus parking is prohibited. The eastern half of the existing parking lot will remain largely unchanged and will be utilized for student parking. Sidewalks will be added to direct student between the eastern parking lot and the main building.The figure below illustrates the changes. The proposed addition is not anticipated to generate additional parking demand on the campus. Rather, the addition will support existing academic programs and the already planned for student population on the campus. However, due to the creation of the bus staging area, the Applicant is proposing to utilize the parking area on the recently acquired 1901 Lake Valentine Road for additional staff and student parking. The existing school is currently under parked by 105 spaces. Under the current proposal the school would have a surplus of 88 parking stalls as shown in the table below. The proposed parking area will be utilized by staff, students and visitors. The timing of the improvements to the north lot is unknown at this time, due to funding limitations. As a condition of approval of the PUD, site plan approval will be required prior to any reconstruction of this site. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 8 of 14 Existing Parking Requirements Land Use Number of Students/Staff Required Stalls Number of Stalls Provided Parking Deficiency/Surplus Secondary Schools - 1 for each school employee plus one space per 4 students 1800/172* 622 517 -105 Proposed Parking Requirements Land Use Number of Students/Staff Required Stalls Number of Stalls Provided Parking Deficiency/Surplus Secondary Schools - 1 for each school employee plus one space per 4 students 1800/172* 622 710 +88 *Estimate 1800 students +/- 25 to 50 students depending on the time of year. The official use of the north lot for school parking requires safety improvements on Lake Valentine Road. Lake Valentine Road is currently a two -lane road with a center turn lane between Janet Court and the west driveway into the school. This street is designated as a Municipal State Aid System (MSAS) route. The City is eligible to receive funding for maintenance and construction based on the number of miles of streets classified as MSAS roads. In order to maintain this classification, the City must meet specific design standards, including lane width and speed, for these roads. The City has worked extensively with the Applicant to develop a plan to safely accommodate pedestrians and vehicles at this location. The current plan includes crosswalks at two locations across Lake Valentine Road, including two (2) push button attenuated flashing crosswalk signals. The crosswalk signals are similar to the signals located at Valentine Hills Elementary School. A new median, with pedestrian safety refuges, is also included in the plan. In order to minimize points of conflict between pedestrians and vehicles, the plan also restricts the west driveway into the north lot to right-in/right-out turns. The median will include mountable curb to allow emergency vehicle access. A new sidewalk is proposed from the western access of 1901 Lake Valentine Road to Janet Court. The intent of the sidewalk to reduce mid-block pedestrian crossings at Janet Court. A four (4’) foot tall decorative fence will be added to both sides of the street in front of the school to guide students, staff and visitors to the crosswalks. Additional signage and other modifications may occur as the Applicant and staff are working to finalize the pedestrian crossing design. Finally, the staff is working with the Applicant to obtain information needed to create a school speed zone at this location. MnDOT must approve this designation but has indicated their support. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 9 of 14 Early discussions about safety at this location included consideration of a traffic signal and a pedestrian overpass. The location does not meet the warrants for a traffic signal. A pedestrian overpass or underpass would be very costly and would likely not meet ADA requirements. 2. Design Standards – Section 1325.05 Subd. 6 Aesthetics – Meets requirements According to the zoning ordinance, the proposed design, scale, massing, materials, height and other aspects of the proposed construction shall be evaluated by the Planning Commission and the Council with respect to structures and properties in the surrounding area. The Planning Commission and the Council shall consider whether the appearance of the proposed building is at conflict with the structures and properties in the surrounding area as to cause a substantial depreciation in the property values in the surrounding area or to unreasonably detract from the appearance of the area or the City as a whole. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 10 of 14 The proposed additions are utilizing the same or similar materials as the existing high school, and the overall design of the proposed addition complements the existing architectural theme found onsite. In addition, the Applicant is proposing to use metal accent panels and large windows. The proposed additions are similar in scale to the existing building. 3. Sign Code – Chapter 12 A. Wall Signage – Flexibility Requested The site is located in Sign District 1. Each property is allowed wall signage measuring up to 8 square feet in area. The proposed plan is requesting flexibility with wall signage to allow a sign depicting the school mascot. The location of the mascot sign is identified above. However, the scale in the elevation is incorrect. The proposed sign is not illumined, and if the Applicant determines to illuminate the sign, it shall externally illumined and shall be approved by planning staff in writing. Wall Sign Sign District 1 Permitted Proposed Type Wall Wall Maximum Copy Area 8 sq. ft. 52.5 sq. ft. Maximum Height None 7 feet B. Freestanding Signage – Meets Requirements Proposed signs on the site are auxiliary, relating to traffic movement, circulation, and parking. The maximum sign copy area for auxiliary signs is 2 square feet. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 11 of 14 4. Traffic Study The use of the parking lot on the north side of Lake Valentine Road for student and staff parking creates the potential for conflicts between pedestrians crossing the road and automotive vehicles. Safety improvements are required to mitigate the potential impacts of these conflicts. The applicant has provided an initial traffic impact study and a draft plan to address these issues. However, the traffic report submitted to the city on March 19, 2019 by Wenck states that a school speed zone shall be implemented. The recommend speed limit on Lake Valentine Road shall be reduced to from the posted speed of 35 miles per hour to 25 miles per hour during peak school time. The report also states that in order for the school speed zone to be effective, additional law enforcement activity will be need during times when the speed limit is reduce. The enforcement shall include assisting pedestrians crossing the road and regulating speed. Suggested Findings of Fact Staff offers the following findings of fact for consideration: 1. The property located at 1900 Lake Valentine Road is designed for Public and Institutional uses on the 2040 Land Use Plan map. 2. The property located at 1901 Lake Valentine Road is designated for Low Density Residential uses on the 2040 Land Use Plan map. 3. The properties located at 1900 and 1901 Lake Valentine Road are located in the R-1 Single Family Residential District. 4. The R-1 district is consistent with the existing and proposed Public and Institutional designation. 5. The Applicant has proposed a Master Planned Unit Development in order to include noncontiguous parcels as a single use. Other components of the proposal are classroom and gymnasium additions, reconfiguration of the bus parking lot and the staff and student parking lots, and reconfiguration of athletic fields. 6. The Applicant has submitted a Master and Final Planned Unit Development. 7. The Master PUD is generally consistent with the requirements of the City Code. 8. Where the plan is not in conformance with the City Code, flexibility has been requested by the Applicant and/or conditions have been placed on an approval that would mitigate the nonconformity. 9. Flexibility through the PUD process has been requested in the following areas: planting island coverage, tree replacement, building height, and wall signage. 10. The proposed development plan exceeds the minimum requirements of the City Code in the following areas: lot size, building coverage, landscape coverage, setbacks, street trees, perennials and shrubs, tree selection, lighting, screening, location and number of parking stalls, aesthetics and freestanding signs. 11. The Master PUD is in conformance with the draft Arden Hills 2040 Comprehensive Plan, as proposed to be amended. The properties at 1900 and 1901 Lake Valentine Road are zoned R-1, Single Family Residential. Compatible uses such as educational campuses are also intended for this zoning district. 12. With the applied conditions, the application is not anticipated to create a negative impact on the immediate area or the community as a whole. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 12 of 14 Recommended Conditions of Approval – Comprehensive Plan Amendment Staff recommends approval of Planning Case 18-014 for an amendment to the 2040 Comprehensive Plan Land Use Map from the Low Density Residential designation to the Public and Institutional designation subject to the following condition: 1. Approval of the Comprehensive Plan Amendment is subject to approval by the Metropolitan Council. Recommended Conditions of Approval – Planned Unit Development Based on the submitted plans and findings of fact, staff recommends approval of Planning Case 18-014 for a Master and Final PUD at 1900 and 1901 Lake Valentine Road be subject to the following conditions: 1. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to the plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 2. Prior to the issuance of a Grading and Erosion Control permit, the Applicant shall enter into a PUD Development Agreement with the City. The Development Agreement shall outline conditions of approval, required securities and fees, and sequence of events. 3. A letter of credit equal to or 125% of the cost of the required landscaping must be submitted to the City prior to issuance of a Grading and Erosion Control permit. 4. Prior to the issuance of a Grading and Erosion Control permit, staff shall review and approve the final landscaping plan. 5. Prior to the issuance of a Grading and Erosion Control permit, the Applicant shall determine if they will be adding 562 caliper inches of additional trees on the site, off-site or provide cash in lieu of replacement. 6. A Site Plan Review application shall be required for the reconstruction of the parking lot on PID 21302334005. 7. Any use of the existing building on the on PID 21302334005 other than cold storage will require an amendment to the approved PUD. The existing structure shall comply with City Code Chapter 14 and any other use of the building shall meet all actuatable codes. 8. Overnight vehicle storage is prohibited. All overnight vehicle storage shall be stored in indoors. 9. No exterior storage shall be permitted onsite. 10. All light poles shall be a maximum of 25 feet in height, including base, and shall be shoebox style, downward directed, with high-pressure sodium or LED lamps and flush lens. Other than wash or architectural lighting, attached security lighting shall be shoebox style, downward directed with flush lens. In addition, any entry lighting under canopies shall be recessed and use a flush lens. Shields shall also be added as directed by the City. 11. All rooftop or ground mounted mechanical equipment shall be hidden from view with the same materials used on the building in accordance with City Code requirements. 12. Prior to the issuance of a Grading and Erosion Control permit, trees or tree areas that are to be preserved shall be visibly marked and City-approved tree protection fencing or other methods shall be installed and maintained at the critical root zones of the trees to be _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 13 of 14 protected. The location of the fencing shall be in conformance with the approved tree preservation plan and approved by staff in writing. 13. The Applicant shall be responsible for obtaining any other permits necessary from other agencies, MPCA, Rice Creek Watershed District, etc. prior to the start of any site activities. 14. All disturbed boulevards shall be restored with sod. 15. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments and debris during all construction activities. Temporary stormwater facilities shall be installed to protect the quality aspect of the proposed and existing stormwater facilities prior to and during construction activities. Maintenance of any and all temporary stormwater facilities shall be the responsibility of the Applicant. 16. The Applicant shall be responsible for obtaining a land disturbance Grading and Erosion Control permit from the City’s Engineering Division prior to the commencement of any land disturbance activities. 17. Heavy duty silt fence and adequate erosion control around the entire construction site shall be required and maintained by the Developer during construction to ensure that sediment and storm water does not leave the project site. 18. Prior to the beginning of the 2019-2020 school year, the Applicant shall stripe a minimum of 334 parking stalls in parking lot located on PID 213023340005. Parking stalls dimensions shall be 9 feet by 18 feet. 19. Prior to the issuance of a Grading and Erosion Control permit, the School District shall provide the City in writing how they will staff the pedestrian crossing during student arrive and release. City staff and the Ramsey County Sheriff shall review and approve the pedestrian crossing plan prior to August 1, 2019. If the City or the Sheriff make any recommendation the School District shall implements said recommendations prior to 2019-2020 school year starting. 20. Prior to the issuance of a Grading and Erosion Control permit the Engineering Department shall approve the Final grading, utility, stormwater and right of way improvement plans. 21. The Applicant, Ramsey County Sheriff and City staff shall review traffic and pedestrian operations annually. The Applicant shall implement improvements recommended by the City Engineer. 22. Prior to the issuance of a land disturbance permit, all items identified in the March 5, 2019 Engineering Review Comments memo shall be addressed. All comments shall be adopted herein by reference. 23. The proposed mascot wall sign may be externally illumined and shall be approved by Planning staff in writing. Internal illumination is prohibited. The proposed mascot sign shall not exceed 53 square feet. Final location of the proposed mascot wall sign shall be approved in writing by Planning staff. 24. Findings and recommendations of the March 19, 2019 Traffic memo from Wenck shall be implemented. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine Road\Memos Reports Page 14 of 14 Proposed Motion Language 1. Recommend Approval with Conditions: Motion to recommend approval of Planning Case 18- 014 for a Comprehensive Plan Amendment and a Master and Final PUD at 1900 Lake Valentine Road, based on the findings of fact and submitted plans, as amended by the conditions in the May 8, 2019, Report to the Planning Commission. 2. Recommend Approval without Conditions: Motion to recommend approval of Planning Case 18-014 for a Comprehensive Plan Amendment and a Master and Final PUD at 1900 and 1901 Lake Valentine Road, based on the findings of fact and submitted plans in the May 8, 2019, Report to the Planning Commission. 3. Recommend Denial: Motion to recommend denial of Planning Case 18-014 for a Comprehensive Plan Amendment and a Master and Final PUD at 1900 and 1901 Lake Valentine Road based on the following findings of fact: findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. 4. Table: Motion to table Planning Case 18-014 for a Comprehensive Plan Amendment and a Master and Final PUD at 1900 and 1901 Lake Valentine Road for the following reasons: a specific reason and/or information request should be included with a motion to table. Notice and Public Comments Notice was published in the Arden Hills-Shoreview Bulletin on April 24, 2019. Notice was prepared by the City and mailed to property owners within 500 feet of the subject property. Two neighborhood meetings were conducted prior to the Public Hearing, the most recent on April 30, 2019. Six residents attended that neighborhood meeting. Since the last neighborhood meeting staff hasn’t received any other letters, e-mails, or telephone calls from property owners or residents in regard to this planning case. Attachments A. Application B. Location Map C. 11x17 Plan Sets D. Wenck Traffic Memo – March 19, 2019 Disclaimer: This map is intended for reference purposes only and is not a legally recorded map or survey. The City of Arden Hills shall not be liable for any damages or claims that arise due to accuracy,availability, use or misuse of the information herein pursuant to MNStatute 466.03 Subd 21. Interstate 694 Lake Valentine R o a d Venus Avenu e Gramsie Road Glenview AvenueFairview Avenue NorthCrystal Avenue Janet Court NB I35W To EB I694 Dellview AvenueValentine Crest Road WB I694 To NB I35 W Rolling Hills RoadInterstate 694 Fairview Avenue NorthSubject Parcel Park and Open Space Location Map §¨¦35W §¨¦694 £¤10Lexington Ave. N± R2R7R1R1R1R1R1R1R1R1R2R2R2X1R2X1REMOVE MAILBOXR2R2R2R2REMOVE BOLLARDSR2R2R3R3R3X1R3R3P3P3P3R3R3R3R3R5R5R5R5R3R3R5R5R5R7R7R7R8R2R2R9R10R11X1P2R12R12R12R12R12R12R14R14R14R14P1P1P10P1P2P2P2P2R2P2P2P2P2P2P2P2P2P2R2R2PROTECT VEHICLE GATEP2P2P2P2P3P3P3P3P3X1R3P3R5P5R5R5P5P5P7P7P8P8P7P7P8P7P11P9P9P9P9P12P12P12P8P12P12P12P12R5P14P14P14P14X1X2X2X2X2X2X2P3R2P2P2P5X1P5R3R14X1P9P2R1P3P4R12P12P12P3PROTECT WETLANDR2X1P2R12P12P12P12R12R12P2X2X2X2R8COORDINATE RELOCATIONOF POWER POLE WITHLOCAL POWER COMPANYCOORDINATE RELOCATIONOF POWER POLE WITHLOCAL POWER COMPANYR10R12R12R12R12R12R12R12REMOVE SANITARY SEWERREMOVE SANITARYSEWER STRUCTUREREMOVE SANITARYSEWER STRUCTUREX1R12BLACK OUT EXISTINGPAINT STRIPINGBLACK OUT EXISTINGPAINT STRIPINGR3R14R14P3R12NOTES:LEGENDCONCRETE PAVEMENT REMOVALSCONCRETE CURB AND GUTTER REMOVALSBITUMINOUS PAVEMENT REMOVALSGRAVEL / ROCK SURFACE REMOVALSFENCING REMOVALSRETAINING WALL REMOVALSUTILITY REMOVALSTREE REMOVALSMASS TREE / SHRUB REMOVALSSAWCUTREMOVALS KEY NOTEPROPERTY LINE1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING,ROADWAYS, ETC.) WHICH ARE TO REMAIN.3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS ANDVEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'SSATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEENDETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS ANDTHE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITECHARACTERISTICS.5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATEALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.6. SAWCUT ALL JOINTS FOR BITUMINOUS REMOVALS.KEY NOTE LEGENDREMOVE CONCRETE PAVEMENT TO NEAREST JOINTREMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTERREMOVE BITUMINOUS PAVEMENTREMOVE FENCING (INCLUDING FOOTINGS AND GATES)REMOVE TRAFFIC CONTROL SIGN AND POSTREMOVE RETAINING WALLREMOVE STORM SEWERREMOVE STORM SEWER STRUCTUREREMOVE WATERMAINREMOVE HYDRANTREMOVE GATE VALVEREMOVE TREEREMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)SAWCUTPROTECT CONCRETE PAVEMENTPROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTERPROTECT BITUMINOUS PAVEMENTPROTECT FENCING (INCLUDING FOOTINGS AND GATES)PROTECT TRAFFIC CONTROL SIGN AND POSTPROTECT RETAINING WALLPROTECT STORM SEWERPROTECT STORM SEWER STRUCTUREPROTECT WATERMAINPROTECT HYDRANTPROTECT GATE VALVEPROTECT TREEPROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)PROTECT SANITARY SEWERREFER TO UTILITY PLAN FOR TREATMENTREFER TO ELECTRICAL PLANS FOR TREATMENTREFER TO MECHANICAL PLANS FOR TREATMENTREFER TO ARCHITECTURAL PLANS FOR TREATMENTR1R1R2R3R4R5R6R7R8R9R10R11R12R13R14P1P2P3P4P5P6P7P8P9P10P11P12P13P14X1X2X3X4LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.111" = 40'DARMET02/06/20191722704018002/06/2019DAVID A. REYNORTHPLANREMOVALS R2R1R1R1R1R1R7R1R1R1R1R1R1R1R1R1R1R1R1R2R2X1R2X1REMOVE MAILBOXR2R2R2R2R2P2R2R2R2R2R2R2R2REMOVE BOLLARDSR2R2R2R2R3R3R3R3R3R3R3R3R3X1R3R3P3R3R3R3R3R3R3R3R3R3R3R4R4R4R4R5R5R5R5R3R3R5R5R5R5R5R5R5R4R5R6R6R6R7R7R7R7R7R7R7R7R7R7R7P1R8R8R8R8R8R8R8R8R2R2R9R9R9R9R10R11X1X1X1X1P2R12R12R12R12R12R12R12R12R12R12R12R12R12R12R12R14R14R14R14R14R14R14R14P1P1P1P1P1P1R14P1P1P1P1P10P1P1P1P1P1P2R2P2P2P2P2P2P2P2P2P2R2R2PROTECT VEHICLE GATEP2P2P2P2P2P2P2P2R14P2P3P3P3P3P3P3P3R3P3P3P3P3P6R4R6R4P4P4P4P4P4P4P4P5R5R5P5P5P5P6X1X1P7P7P7P7P8P8P7P7P8P7P8P11P9P9P9P9P9P9P11P9P9P9P9P12P12P12P12P8P12P12P14P14P14P14X1P2X2X2X2X2X2X2X2X2X2X2X2X2X2CONTACT AND COORDINATE WITH LOCALUTILITY TO RELOCATE EXISTING GAS LINEREMOVE VEHICLEGATE (INCLUDINGP3R2P2P2P5X1P5R14X1P9P2R1P3P4R2X1P2R12P12P12P12R12R12P2X2X2X2R8PROTECT STEPSX4R6R12X2X2X2X2P6P11P10P6P6P4R1R2R10REMOVE SANITARYSEWER STRUCTURER3R14P3BLACK OUT EXISTINGPAINT STRIPINGNOTES:LEGENDCONCRETE PAVEMENT REMOVALSCONCRETE CURB AND GUTTER REMOVALSBITUMINOUS PAVEMENT REMOVALSGRAVEL / ROCK SURFACE REMOVALSFENCING REMOVALSRETAINING WALL REMOVALSUTILITY REMOVALSTREE REMOVALSMASS TREE / SHRUB REMOVALSSAWCUTREMOVALS KEY NOTEPROPERTY LINE1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING,ROADWAYS, ETC.) WHICH ARE TO REMAIN.3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS ANDVEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'SSATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEENDETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS ANDTHE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITECHARACTERISTICS.5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATEALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.6. SAWCUT ALL JOINTS FOR BITUMINOUS REMOVALS.KEY NOTE LEGENDREMOVE CONCRETE PAVEMENT TO NEAREST JOINTREMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTERREMOVE BITUMINOUS PAVEMENTREMOVE FENCING (INCLUDING FOOTINGS AND GATES)REMOVE TRAFFIC CONTROL SIGN AND POSTREMOVE RETAINING WALLREMOVE STORM SEWERREMOVE STORM SEWER STRUCTUREREMOVE WATERMAINREMOVE HYDRANTREMOVE GATE VALVEREMOVE TREEREMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)SAWCUTPROTECT CONCRETE PAVEMENTPROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTERPROTECT BITUMINOUS PAVEMENTPROTECT FENCING (INCLUDING FOOTINGS AND GATES)PROTECT TRAFFIC CONTROL SIGN AND POSTPROTECT RETAINING WALLPROTECT STORM SEWERPROTECT STORM SEWER STRUCTUREPROTECT WATERMAINPROTECT HYDRANTPROTECT GATE VALVEPROTECT TREEPROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)PROTECT SANITARY SEWERREFER TO UTILITY PLAN FOR TREATMENTREFER TO ELECTRICAL PLANS FOR TREATMENTREFER TO MECHANICAL PLANS FOR TREATMENTREFER TO ARCHITECTURAL PLANS FOR TREATMENTR1R1R2R3R4R5R6R7R8R9R10R11R12R13R14P1P2P3P4P5P6P7P8P9P10P11P12P13P14X1X2X3X4LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.121" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYCENTERPLANREMOVALSAddendum #2 02/22/20191 R1R1R1R1R1R1REMOVE STAIRS (INCLUDINGFOOTINGS, RAILINGS, ETC.)R1R1R1R1R1R1R2R2R2R2R2R2R2R2R2R2P2R2R2R2R2R2R2R2R3R3R3R3R3R3R12R3R3R3R3R3R3R3R3R3R3R3R3R3R3R3R4R4R4R5R5R5R4R5RELOCATE SHED - COORDINATELOCATION WITH OWNERR6R6R6R7R7R7R7R7R7R7R7R7R7R7R7R7R7R8R7P1R8R8R8R8R8R8R8R8R8R8R8R8R8R9R9R9R10R9R12X1X1X1R12R12R12R12R12R12R12R12R12R12R12R12R12R12R12R12R14R14R14R14R14R14R14P1P1P1P1P1P1P1P1P1P1P1P1P2P2P2P2R14P2P2P2P2P3PP3P3P3P3P3R6R4P6P4R6R4R6R4R6R4P6R4R6R4P4REMOVE ROCKREMOVE GRAVELP4P5P6P6X1X1P7P7P7P8X1P7P9P9P11P9P9P9P9P12P12P12P12P12P12P12P12P12P12P12P12P12P12PROTECT ROCKPROTECT ROCKP2X2X2X2X2X2X2X2X2X2X2X2X3CONTACT AND COORDINATE WITH LOCALUTILITY TO RELOCATE EXISTING GAS LINECONTACT AND COORDINATE WITH LOCALUTILITY TO RELOCATE EXISTING GAS LINEREMOVE VEHICLEGATE (INCLUDINGPOSTS AND FOOTINGS)PROTECT STEPSX4R6R12P4PROTECT UNDERGROUND UTILITYP6P11P10P6P6P4R1R2NOTES:LEGENDCONCRETE PAVEMENT REMOVALSCONCRETE CURB AND GUTTER REMOVALSBITUMINOUS PAVEMENT REMOVALSGRAVEL / ROCK SURFACE REMOVALSFENCING REMOVALSRETAINING WALL REMOVALSUTILITY REMOVALSTREE REMOVALSMASS TREE / SHRUB REMOVALSSAWCUTREMOVALS KEY NOTEPROPERTY LINE1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING,ROADWAYS, ETC.) WHICH ARE TO REMAIN.3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS ANDVEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'SSATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEENDETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS ANDTHE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITECHARACTERISTICS.5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATEALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.6. SAWCUT ALL JOINTS FOR BITUMINOUS REMOVALS.R1KEY NOTE LEGENDREMOVE CONCRETE PAVEMENT TO NEAREST JOINTREMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTERREMOVE BITUMINOUS PAVEMENTREMOVE FENCING (INCLUDING FOOTINGS AND GATES)REMOVE TRAFFIC CONTROL SIGN AND POSTREMOVE RETAINING WALLREMOVE STORM SEWERREMOVE STORM SEWER STRUCTUREREMOVE WATERMAINREMOVE HYDRANTREMOVE GATE VALVEREMOVE TREEREMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)SAWCUTPROTECT CONCRETE PAVEMENTPROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTERPROTECT BITUMINOUS PAVEMENTPROTECT FENCING (INCLUDING FOOTINGS AND GATES)PROTECT TRAFFIC CONTROL SIGN AND POSTPROTECT RETAINING WALLPROTECT STORM SEWERPROTECT STORM SEWER STRUCTUREPROTECT WATERMAINPROTECT HYDRANTPROTECT GATE VALVEPROTECT TREEPROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)PROTECT SANITARY SEWERREFER TO UTILITY PLAN FOR TREATMENTREFER TO ELECTRICAL PLANS FOR TREATMENTREFER TO MECHANICAL PLANS FOR TREATMENTREFER TO ARCHITECTURAL PLANS FOR TREATMENTR1R2R3R4R5R6R7R8R9R10R11R12R13R14P1P2P3P4P5P6P7P8P9P10P11P12P13P14X1X2X3X4LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.131" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYSOUTHPLANREMOVALSAddendum #2 02/22/20191Addendum #3 02/26/2019 2 R12R12R12R12R12R12R12R12R12R12R12R12R12R12R12R12R12R12R12R12R12R12P12P4PROTECT SCOREBOARD AND RELATED COMPONENTSP7P8P12P12P12P12P12P12P12P12P12P12P12P12P12P12P4R4R12R12NOTES:LEGENDCONCRETE PAVEMENT REMOVALSCONCRETE CURB AND GUTTER REMOVALSBITUMINOUS PAVEMENT REMOVALSGRAVEL / ROCK SURFACE REMOVALSFENCING REMOVALSRETAINING WALL REMOVALSUTILITY REMOVALSTREE REMOVALSMASS TREE / SHRUB REMOVALSSAWCUTREMOVALS KEY NOTEPROPERTY LINE1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING,ROADWAYS, ETC.) WHICH ARE TO REMAIN.3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS ANDVEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'SSATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEENDETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS ANDTHE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITECHARACTERISTICS.5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATEALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.KEY NOTE LEGENDREMOVE CONCRETE PAVEMENT TO NEAREST JOINTREMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTERREMOVE BITUMINOUS PAVEMENTREMOVE FENCING (INCLUDING FOOTINGS AND GATES)REMOVE TRAFFIC CONTROL SIGN AND POSTREMOVE RETAINING WALLREMOVE STORM SEWERREMOVE STORM SEWER STRUCTUREREMOVE WATERMAINREMOVE HYDRANTREMOVE GATE VALVEREMOVE TREEREMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)SAWCUTPROTECT CONCRETE PAVEMENTPROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTERPROTECT BITUMINOUS PAVEMENTPROTECT FENCING (INCLUDING FOOTINGS AND GATES)PROTECT TRAFFIC CONTROL SIGN AND POSTPROTECT RETAINING WALLPROTECT STORM SEWERPROTECT STORM SEWER STRUCTUREPROTECT WATERMAINPROTECT HYDRANTPROTECT GATE VALVEPROTECT TREEPROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)PROTECT SANITARY SEWERREFER TO UTILITY PLAN FOR TREATMENTREFER TO ELECTRICAL PLANS FOR TREATMENTREFER TO MECHANICAL PLANS FOR TREATMENTREFER TO ARCHITECTURAL PLANS FOR TREATMENTR1R1R2R3R4R5R6R7R8R9R10R11R12R13R14P1P2P3P4P5P6P7P8P9P10P11P12P13P14X1X2X3X4LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.141" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYFIELDPLANREMOVALSAddendum #2 02/22/20191Addendum #3 02/26/2019 2 1C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.16LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.151" = 50'DARMET02/06/20191722704018002/06/2019DAVID A. REYNORTHPLANPROTECTIONTREE 1C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.161C1.16LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.161" = 50'DARMET02/06/20191722704018002/06/2019DAVID A. REYSOUTHPLANPROTECTIONTREETREE PROTECTIONDRIPLINE VARIES. SET FENCE 6'OUTSIDE DRIPLINE UNLESS SITEOBSTRUCTIONS INTERFERE.POSTS SHALL BE 7' U-CHANNEL 1.12LBS/FOOT STRENGTH PAINTED ORGALVANIZED FENCE: MEET OREXCEED Mn/DOT 2572.2B (2000)TREE PROTECTION FENCING: 48"WOOD SNOW FENCING ORCONSTRUCTION GRADE CHAIN LINK.FASTEN TO POSTS WITH GALVANIZEDWIRE TIES.NOTES:1. ALL TREE PROTECTION FENCING AND EROSION CONTROL FENCINGSHALL BE INSTALLED ACCORDING TO THE PLANS PRIOR TO ANYDEMOLITION. AFTER DEMOLITION OR AS NECESSARY, TREEPROTECTION FENCING MAY BE RELOCATED WITH APPROVAL FROMTHE LANDSCAPE ARCHITECT. ALL TREE PROTECTION FENCING ANDEROSION CONTROL DEVICES SHALL BE MAINTAINED FOR THEDURATION OF THE CONSTRUCTION PERIOD.2. CONTRACTOR SHALL NOT STORE ANY MATERIALS OR PARK ANYVEHICLES IN TREE PROTECTION ZONES. THE FENCE SHALLPREVENT TRAFFIC MOVEMENT AND THE PLACEMENT OFTEMPORARY FACILITIES, EQUIPMENT, STOCKPILES AND SUPPLIESFROM HARMING VEGETATION WITHIN THE LIMITS OF PROTECTION.3. THE CONTRACTOR SHALL CLEANLY CUT ALL ROOTS EXPOSED BYGRADING AS DIRECTED BY THE LANDSCAPE ARCHITECT.4. THE CONTRACTOR SHALL USE DESIGNATED CONSTRUCTIONENTRANCES AND STAGING AREAS.6' FROM DRIPLINE6' MAX. POST SPACINGDRIPLINE VARIES1C1.16 BUS PARKING(29 BUS STALLS)PROPOSED BUILDING ADDITION 'B'PROPOSED BUILDINGADDITION 'F'PROPOSED BUILDING ADDITION 'G'EAST PARKING(174 STALLS)WEST PARKING(8 BUS STALLS)SOUTH PARKING(14 BUS STALLS)ACCESSIBLE PARKING(14 STALLS)1741712NOPARKINGNOPARKINGNOPARKINGNOPARKINGNO PARKINGNO PARKING NO PARKING NO PARKING 24.00'36.00'36.00'24.00'36.00'24.00'36.00'24.00'36.00'24.00'36.00'24.00'36.00'NORTH PARKING(483 STALLS)LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.201" = 60'DARMET02/06/20191722704018002/06/2019DAVID A. REYDIAGRAMSCOPELIMITS OF SITE CONSTRUCTION WEST PARKING(8 BUS STALLS)ACCESSIBLE PARKING(14 STALLS)1245°0'0"40.00'13.00'5.00'30.00'4 UNITSTOTALSIMILAR TOSIMILARTOSIMILARTOSTANDARD ONE-WAY DIRECTIONALCOMBINED DIRECTIONALTIERED PERPENDICULARCOMBINED DIRECTIONALSTANDARD ONE-WAYDIRECTIONALSTANDARD ONE-WAY DIRECTIONALSTANDARD ONE-WAYDIRECTIONALGNOPARKINGNOPARKINGNOPARKINGNO PARKINGNO PARKING NO PARKING N PAR 24.00'36.00'36.00'24.00'36.00'24.00'36.00'24.00'36.00'24.00'36.00'24.00'36.00'NORTH PARKING(483 STALLS)REFER TO SHEET C1.25 FOR LAKEVALENTINE ROAD RELATED PAINT STRIPING9'X18' STALLS (TYPICAL)PAINTED ACCESSIBLESYMBOL (TYPICAL)4" PAINT STRIPE @ 3'O.C. WITH WORDS "NOPARKING" (TYPICAL)1C2.131C2.131C2.131C2.133C2.13TRANSITION CURBSTYLES OVER 10'3C2.133C2.13C2.1320C2.13192C2.136C2.136C2.136C2.136C2.136C2.136C2.136C2.136C2.136C2.136C2.138C2.138C2.138C2.139C2.131C2.142C2.1410C2.1310C2.1310C2.1311C2.1311C2.1312C2.1312C2.1312C2.133C2.133C2.133C2.133C2.1314C2.13C2.1320C2.1319C2.1320C2.1319C2.1320C2.1319C2.1320C2.1319C2.1320C2.13192C2.146C2.13C2.123C2.1221C2.1222C2.131C2.134C2.124" PAINT STRIPE @ 3'O C WITH WORDS "NOREFER TO STRUCTURAL5C2.135C2.135C2.1314C2.13DB16C2.13DB17C2.13CB12C2.15CB12C2.15CB12C2.15CB12C2.15DB17C2.13DB17C2.13EC2.1316FC2.1316FC2.131617C2.13A17C2.13AAC2.1317AC2.13168C2.1311C2.139C2.139C2.1317C2.13A2C2.142C2.142C2.142C2.14EC2.13165' WIDE SIDEWALK5' WIDE SIDEWALK5' WIDESIDEWALK8' WIDE SIDEWALK5' WIDE SIDEWALK5' WIDE SIDEWALK2C2.132C2.137C2.137C2.13BACK TO BACKPERPENDICULAR1C2.143C2.163C2.16BACK TO BACKPERPENDICULAR1C2.14STANDARD ONE-WAYDIRECTIONAL2C2.14GC2.131617C2.13GNOTES:1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.7. ALL DIMENSIONS ARE TO FACE OF CURB, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESSOTHERWISE NOTED.EXISTING PARKING COUNTS (680 TOTAL STALLS):NORTH PARKING = 158 CAR STALLSBUS / EAST PARKING = 446 CAR STALLSSOUTH PARKING = 68 STALLSWEST PARKING = 8 STALLSPROPOSED PARKING COUNTS (691 TOTAL CAR STALLS):NORTH PARKING = 483 STALLSBUS / EAST PARKING = 29 BUS STALLS, 174 CAR STALLSSOUTH PARKING = 14 STALLSWEST PARKING = 8 STALLSACCESSIBLE PARKING = 16 STALLSACCESSIBLE PARKING STALL REQUIREMENTS = 18 STALLSACCESSIBLE PARKING STALLS PROVIDED = 20 STALLSSITE STATISTICS:LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED CONCRETE WALKPROPOSED CONCRETE SLABPROPOSED MEDIUM DUTY BITUMINOUS PAVEMENTPROPOSED HEAVY DUTY BITUMINOUS PAVEMENTPROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENTPROPOSED RETAINING WALLPROPOSED REINFORCED SOIL SLOPE (RSS)PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIPPROPOSED TRAFFIC CONTROL SIGNPAINTED ACCESSIBLE SYMBOLPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1C2.116C2.137C2.1310C2.1311C2.1312C2.1324C2.111C2.122C2.123C2.1218C2.1319C2.1320C2.1313C2.1314C2.1315C2.1316C2.1317C2.1315C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.11LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.211" = 40'DARMET02/06/20191722704018002/06/2019DAVID A. REYNORTHPLANFINISHINGBUILDINGS: 246,897 SQ. FT.PARKING AND DRIVES: 390,962 SQ. FT.WALKWAYS: 80,981 SQ. FT.IMPERVIOUS SURFACE BREAKDOWN:MnMUTCD R1-1(30"x30")AMnMUTCD S1-1(30"x30")BMnMUTCD W16-7P(24"x12")CMnMUTCD W16-9P(24"x12")DMnMUTCD R4-7(36"x30")EMnMUTCD R3-7(30"x30")FSIGNAGE KEY NOTESMnMUTCD S5-1(24"x48")25SPEEDLIMITSCHOOLWHENFLASHINGG BUS PARKING(29 BUS STALLS)PROPOSED BUILDING ADDITION 'B'PROPOSED BUILDING ADDITION 'G'EAST PARKING(174 STALLS)WEST PARKING(8 BUS STALLS)SOUTH PARKING(14 BUS STALLS)ACCESSIBLE PARKING(14 STALLS)17125.00'45°0'0"45°0'0"40.00'13.00'40.00'13.00'5.00'30.00'73.88'REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUTREFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUTMATCH EXISTING FENCEHEIGHT AND LAYOUT - NOMAINTENANCE STRIP4 UNITSTOTALMATCH EXISTING FENCEHEIGHT AND LAYOUT - NOMAINTENANCE STRIPMATCH EXISTING FENCE HEIGHTAND LAYOUT INCLUDING GATESIZES AND LOCATIONSMATCH EXISTING FENCE HEIGHT ANDLAYOUT INCLUDING GATE SIZES ANDLOCATIONS - NO MAINTENANCE STRIP3.89'24.00'MATCH EXISTING FENCEHEIGHT AND LAYOUT - NOMAINTENANCE STRIPMATCH EXISTING FENCEHEIGHT AND LAYOUT - NOMAINTENANCE STRIPSIMILAR TOSIMILARTOSIMILARTOSIMILARTOAY DIRECTIONALCOMBINED DIRECTIONALCOMBINED DIRECTIONALDIRECTIONALSTANDARD ONE-WAY DIRECTIONALSTANDARD ONE-WAYDIRECTIONALNOPARKINGNOPARKINGNOPARKINGNOPARKINGNO PARKINGNO PARKING NO PARKING NO PARKING 12' WALK9'X18' STALLS (TYPICAL)PAINTED ACCESSIBLESYMBOL (TYPICAL)4" PAINT STRIPE @ 3'O.C. WITH WORDS "NOPARKING" (TYPICAL)1C2.131C2.131C2.131C2.131C2.131C2.131C2.13ANSFORMER - REFER TOECTRICAL PLANSK - REFER TOPLANS1C2.132C2.133C2.13TRANSITION CURBSTYLES OVER 10'3C2.133C2.132C2.134C2.134C2.135C2.135C2.135C2.136C2.136C2.136C2.136C2.136C2.136C2.136C2.136C2.136C2.13C2.136C2.136C2.136C2.137C2.137C2.137C2.138C2.138C2.139C2.132C2.1410C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1314C2.13C2.1320C2.1319C2.1320C2.1319C2.1320C2.13192C2.146C2.13C2.123C2.1221C2.125C2.131C2.1324C2.1118C2.13TIE INTO EXISTING RETAINING WALL. DISMANTLEEXISTING RETAINING WALL SYSTEM AS REQUIRED.TIE INTO EXISTING RETAINING WALL. DISMANTLEEXISTING RETAINING WALL SYSTEM AS REQUIRED.TIE INTO EXISTING RETAINING WALL AND EXISTINGFENCE. DISMANTLE EXISTING RETAINING WALL SYSTEMAS REQUIRED. MATCH EXISTING FENCE HEIGHT ANDCONCRETE MAINTENANCE STRIP / MOUNTING TO WALL.18C2.1318C2.136C2.131C2.134C2.12PLACE POST AS CLOSE ASPOSSIBLE TO BUILDINGPLACE POST MIN. 12"INSIDE BITUMINOUS LIMITS18C2.1318C2.133' WIDE SINGLE SWING GATEWITH LATCHING DEVICE12' WIDE DOUBLE SWINGGATE WITH LATCHING DEVICE12' WIDE DOUBLE SWINGGATE WITH LATCHING DEVICE18C2.1310C2.134" PAINT STRIPE @ 3'O.C. WITH WORDS "NOPARKING" (TYPICAL)REFER TO STRUCTURALPLANS FOR WALL SECTION1C2.135C2.135C2.135C2.135C2.1314C2.131C2.13C2.1318C2.11246C2.13CB12C2.15CB12C2.15CB12C2.15DB17C2.13DB17C2.13EC2.131617C2.13AAC2.13168C2.1311C2.139C2.139C2.1317C2.13A2C2.14C2.142C2.142C2.145' WIDE SIDEWALK8' WIDE SIDEWALK5' WIDE SIDEWALK5' WIDE SIDEWALK14C2.132C2.13C2.137C2.137C2.13BACK TO BACKPERPENDICULAR1C2.143C2.16BACK TO BACKPERPENDICULAR1C2.14NOTES:LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED CONCRETE WALKPROPOSED CONCRETE SLABPROPOSED MEDIUM DUTY BITUMINOUS PAVEMENTPROPOSED HEAVY DUTY BITUMINOUS PAVEMENTPROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENTPROPOSED RETAINING WALLPROPOSED REINFORCED SOIL SLOPE (RSS)PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIPPROPOSED TRAFFIC CONTROL SIGNPAINTED ACCESSIBLE SYMBOLPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1C2.116C2.137C2.1310C2.1311C2.1312C2.1324C2.111C2.122C2.123C2.1218C2.1319C2.1320C2.1313C2.1314C2.1315C2.1316C2.1317C2.1315C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.11LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.221" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYCENTERPLANFINISHINGAddendum #2 02/22/201911. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.7. ALL DIMENSIONS ARE TO FACE OF CURB, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESSOTHERWISE NOTED.1 PROPOSED BUILDING ADDITION 'B'PROPOSED BUILDINGADDITION 'F'PROPOSED BUILDING ADDITION 'G'SOUTH PARKING(14 BUS STALLS)45°0'0REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUTREFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUTREFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUTMATCH EXISTING FENCEHEIGHT AND LAYOUT - NOMAINTENANCE STRIPMATCH EXISTING FENCE HEIGHTAND LAYOUT INCLUDING GATESIZES AND LOCATIONSMATCH EXISTING FENCEHEIGHT AND LAYOUT - NOMAINTENANCE STRIPMATCH EXISTING FENCEHEIGHT AND LAYOUT - NOMAINTENANCE STRIPTO12' WALK1C2.131C2.131C2.131C2.131C2.131C2.13TRANSFORMER - REFER TOELECTRICAL PLANSFUEL OIL TANK - REFER TOMECHANICAL PLANS1C2.131C2.131C2.13C2.1318C2.11244C2.135C2.135C2.135C2.136C2.136C2.136C2.137C2.137C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.1311C2.13C2.1318C2.1124C2.1318C2.1124C2.1320C2.1318C2.123C2.1221C2.12C2.1320C2.13181C2.12C2.123C2.1221C2.12C2.1320C2.1318C2.123C2.1221C2.12C2.1320C2.1318C2.123C2.12221C2.135C2.135C2.131C2.1324C2.1118C2.13TIE INTO EXISTING RETAINING WALL. DISMANTLEEXISTING RETAINING WALL SYSTEM AS REQUIRED.TIE INTO EXISTING RETAINING WALL. DISMANTLEEXISTING RETAINING WALL SYSTEM AS REQUIRED.TIE INTO EXISTING RETAINING WALL AND EXISTINGFENCE. DISMANTLE EXISTING RETAINING WALL SYSTEMAS REQUIRED. MATCH EXISTING FENCE HEIGHT ANDCONCRETE MAINTENANCE STRIP / MOUNTING TO WALL.18C2.1318C2.136C2.136C2.136C2.136C2.13PLACE POST AS CLOSE ASPOSSIBLE TO BUILDINGPLACE POST MIN. 12"INSIDE BITUMINOUS LIMITS18C2.133' WIDE SINGLE SWING GAWITH LATCHING DEVICE5C2.135C2.13TIE INTO EXISTING RETAINING WALL AND EXISTINGFENCE. DISMANTLE EXISTING RETAINING WALL SYSTEMAS REQUIRED. MATCH EXISTING FENCE HEIGHT ANDCONCRETE MAINTENANCE STRIP / MOUNTING TO WALL.1C2.13C2.131C2.13C2.1318C2.11246C2.139C2.1314C2.13NOTES:LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED CONCRETE WALKPROPOSED CONCRETE SLABPROPOSED MEDIUM DUTY BITUMINOUS PAVEMENTPROPOSED HEAVY DUTY BITUMINOUS PAVEMENTPROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENTPROPOSED RETAINING WALLPROPOSED REINFORCED SOIL SLOPE (RSS)PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIPPROPOSED TRAFFIC CONTROL SIGNPAINTED ACCESSIBLE SYMBOLPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1C2.116C2.137C2.1310C2.1311C2.1312C2.1324C2.111C2.122C2.123C2.1218C2.1319C2.1320C2.1313C2.1314C2.1315C2.1316C2.1317C2.1315C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.11LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.231" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYSOUTHPLANFINISHINGAddendum #2 02/22/201911. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.7. ALL DIMENSIONS ARE TO FACE OF CURB, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESSOTHERWISE NOTED.Addendum #3 02/26/2019 2 PROPOSED FOOTBALL /LACROSSE FIELD(180' X 360')461.70' MEASURED ALONG PROPERTY LINE54.68'90°0'0"113°19'53"180.00'360.00'4C2.154C2.154C2.154C2.15NOTES:LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED CONCRETE WALKPROPOSED CONCRETE SLABPROPOSED MEDIUM DUTY BITUMINOUS PAVEMENTPROPOSED HEAVY DUTY BITUMINOUS PAVEMENTPROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENTPROPOSED RETAINING WALLPROPOSED REINFORCED SOIL SLOPE (RSS)PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIPPROPOSED TRAFFIC CONTROL SIGNPAINTED ACCESSIBLE SYMBOLPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1C2.116C2.137C2.1310C2.1311C2.1312C2.1324C2.111C2.122C2.123C2.1218C2.1319C2.1320C2.1313C2.1314C2.1315C2.1316C2.1317C2.1315C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.11LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.241" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYFIELDPLANFINISHING1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.Addendum #3 02/26/20192 BUS PARKING(29 BUS STALLS)EAST PARKING(174 STALLS)WEST PARKING(8 BUS STALLS)1712NOPARKINGNOPARKINGNOPARKINGNOPARKINGNO PARKINGNO PARKING NO PARKING NO PARKING NORTH PARKING(483 STALLS)PAINTEDDIRECTIONAL ARROW 24" SOLID WHITEPAINTED STOP BAR 24" SOLID WHITEPAINTED STOP BAR4" WIDE SINGLE WHITE PAINT STRIPE24" SOLID YELLOW LINE @ 30' O.C. WITHDOUBLE 4" YELLOW LINE BORDER. GRIND ORBLAST EXISTING PAINT STRIPING. LIMITS SHALLMATCH THE EXISTING CENTER LANE MARKINGSPER MnDOT CROSSWALK DETAIL - CROSSWALKBLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE)PER MnDOT CROSSWALK DETAIL - CROSSWALKBLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE)PER MnDOT CROSSWALK DETAIL - CROSSWALKBLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE) 24" SOLID WHITEPAINTED STOP BARPER MnDOT CROSSWALK DETAIL - CROSSWALKBLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE)PAINTEDDIRECTIONAL ARROWPER MnDOT CROSSWALK DETAIL - CROSSWALKBLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE)PAINTED 'STOP' BARPER MnDOT CROSSWALK DETAIL - CROSSWALKBLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE)R35.00'R35.00'R55.0 0' R35.00' R35.00'R100.00'15:1 LANE TAPERR35.00'11' LANE WIDTH11' LANE WIDTHR35.00'24.00'30.00'30.00'34.85'(EXISTING)R20.00'R35.00'12'12'13'R310.00'R310.00'13'13'12'12'4" WIDE PAINTSTRIPE @ 3' O.C.R35.00'4" WIDE DOUBLEYELLOW PAINT STRIPER25.00'EQEQ24.00'R35.00'R35.00'20' FIRE LANER120.00'120' TURN LANES125' TAPER110' TURN LANE105' TAPER23C2.13TYPICAL SECTIONALIGN WITH EXISTING LANE STRIPING4" WIDE SINGLE YELLOW SOLID PAINT STRIPEWITH 4" YELLOW 6' LONG DASH AT 45' O.C.(MATCH EXISTING LANE STRIPING)4" WIDE SINGLE YELLOW SOLID PAINT STRIPEWITH 4" YELLOW 6' LONG DASH AT 45' O.C.(MATCH EXISTING LANE STRIPING)LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.251" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYROADVALENTINELAKEMnMUTCD R1-1(30"x30")AMnMUTCD S1-1(30"x30")BMnMUTCD W16-7P(24"x12")CMnMUTCD W16-9P(24"x12")DMnMUTCD R4-7(36"x30")EMnMUTCD R3-7(30"x30")FSIGNAGE KEY NOTESCROSSWALK SIGN WITHFLASHING SIGNALNOTES:1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.MnMUTCD S5-1(24"x48")25SPEEDLIMITSCHOOLWHENFLASHINGG25SPEEDLIMITSCHOOLWHENFLASHING25SPEEDLIMITSCHOOLWHENFLASHING 23151712NO PARKING NOPARKINGNOPARKINGNOPARKINGNOPARKINGNO PARKINGNO PARKING NO PARKING NORTH PARKING(501 STALLS)BUS PARKING(29 BUS STALLS)5856585232343426232626EAST PARKING(174 STALLS)WEST PARKING(8 BUS STALLS)NO PARKING NOPARKINGNOPARKINGNOPARKINGNO PARKING NO PARKING LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.261" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYMOTIONSFIRE TRUCK F0"6"FFFF6"6"6"6"6"6"6"6"6"0"0"0"0"0"0"0"0"0"0"0"F0"6"0"0"0"0"0"0"0"6"6"6"6"6"FFFFFF6"0"0"6"6"0"0"6"0"0"6"6"LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.271" = 20'DARMET02/06/20191722704018002/06/2019DAVID A. REYDETAILSINTERSECTION1C1.27WEST INTERSECTION2C1.27CENTRAL INTERSECTION3C1.27EAST INTERSECTIONLEGENDCONTROL POINTS AT GUTTER FLOW LINETRUNCATED DOMES (SEE STANDARD PLATE 7038)CURB HEIGHTLANDING AREA - 4' X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALLDIRECTIONSINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED2.0%INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESSTHAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED2.0%DRAINAGE FLOW ARROWTRAFFIC FLOW ARROWSFXXXX" 91391191191191291291391391491491491591690991091191291391491591591690690791191291291314.814.714.314.214.113.813.713.513.413.213.112.911.811.2 ME11.7 ME12.3 ME05.4 ME07.4 ME07.3 ME07.6 ME08.7 ME09.1 ME12.9 ME15.515.115.315.413.513.315.315.215.615.414.114.715.715.813.713.818.1 ME17.715.0 ME15.9 ME16.6 ME17.0 ME12.7 ME12.6 ME12.3 ME11.9 ME11.9 ME14.014.013.212.813.012.2 ME12.2 ME12.3 ME12.8 ME12.8 ME12.4 ME12.412.412.412.412.412.412.6 ME12.6 ME13.3 ME13.7 ME13.3 ME14.013.813.613.814.013.814.113.914.214.0 ME14.814.113.9 ME10.0 ME11.8 ME13.3 ME14.3 ME15.1 ME15.3 ME15.9 ME15.8 ME15.6 ME15.3 ME14.7 ME15.9 ME15.6 ME16.1 ME15.7 ME16.7 ME15.9 ME15.7 ME15.5 ME14.8 ME14.3 ME13.4 ME12.7 ME06.2 ME10.6 ME10.5 ME11.712.312.513.213.814.114.714.914.815.415.615.115.715.914.914.820.5 ME20.5 ME11.7 ME12.7 ME12.5 ME12.6 ME12.715.415.715.415.111.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.012.0 ME12.2 ME12.1 ME12.5 ME12.212.312.112.212.312.212.812.712.712.612.412.312.412.311.611.211.109.0 ME09.4 ME09.8 ME09.1 ME14.814.514.3 ME14.6 ME14.7 ME13.1 ME13.2 ME13.313.212.6 ME12.6 ME15.1 ME16.015.415.6 ME11.9 EOF13.4 ME12.9 ME17.215.715.515.215.416.816.7913914915903903903 903903904904904904904905906 90790707.807.807.806.6 EOF07.807.807.807.807.8WEST PARKING(8 BUS STALLS)ACCESSIBLE PARKING(14 STALLS)MATCH EXISTING GRADES FORRESTORATION WORK OUTSIDEOF GRADING LIMITS (TYPICAL)MATCH EXISTING GRADES FORRESTORATION WORK OUTSIDEOF GRADING LIMITS (TYPICAL)STORM WATER POND SOUTH LOBEBOTTOM = 898.00NWL = 903.50HWL = 906.63EOF = 907.00STORM WATER POND NORTH LOBEBOTTOM = 894.50NWL = 903.50HWL = 906.63EOF = 907.00NORTH PARKING(483 STALLS)LEGEND91515.61.)Top of top nut of fire hydrant, approx. 115 feet north of door #2, north of schoolElevation = 920.79 feet2.)Top of top nut of fire hydrant, west of southerly building cornerElevation = 927.71 feet3.)Top of top nut of fire hydrant, north of Lake Valentine Rd., west of west entrance to bus garageElevation = 918.17 feetBENCHMARKS (FIELD VERIFY BEFORE USING)NOTES:1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.15C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.111C2.115C2.11LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.311" = 40'DARMET02/06/20191722704018002/06/2019DAVID A. REYNORTHPLANDRAINAGEGRADING ANDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED SAND SUBBASE AT FROST FOOTED STOOPSAPPROXIMATE SOIL BORING LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE 9139119119119129129139139256791491491491591591591691691791791791791891891992091591690690791191291291327.4 ME26.926.927.427.427.427.427.427.3 ME27.117.5 ME18.7 ME19.1 ME18.7 ME18.4 ME18.4 ME20.9 ME18.9 ME18.317.818.018.018.018.013.813.713.513.413.213.112.911.811.2 ME11.7 ME12.3 ME07.4 ME07.3 ME07.6 ME12.9 ME17.517.115.514.7 ME17.217.116.916.616.816.715.115.315.413.513.315.315.215.617.917.917.720.820.621.417.516.517.817.617.318.017.216.716.017.216.716.816.615.414.114.715.715.817.017.713.713.822.422.522.722.626.823.0 ME22.7 ME19.0 ME18.9 ME18.1 ME18.5 ME17.718.018.115.0 ME15.9 ME16.6 ME17.0 ME12.7 ME12.6 ME12.3 ME11.9 ME11.9 ME14.014.013.212.813.012.2 ME12.2 ME12.3 ME12.8 ME12.8 ME12.4 ME12.412.412.412.412.412.412.6 ME12.6 ME13.3 ME13.7 ME13.8 ME13.7 ME13.3 ME14.013.813.613.814.013.814.113.914.214.0 ME14.814.113.9 ME17.0 ME14.7 ME15.9 ME15.6 ME16.1 ME15.7 ME15.715.914.914.820.5 ME17.911.7 ME12.7 ME13.6 ME14.3 ME14.2 ME13.8 ME13.3 ME12.5 ME12.6 ME13.313.814.213.813.9 ME13.612.717.517.516.916.917.217.521.421.217.417.918.515.415.715.415.111.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.014.5 ME14.5 ME14.5 ME14.8 ME14.9 ME14.5 ME14.5 ME14.6 ME17.2 ME17.5 ME16.6 ME15.1 ME17.4 ME17.5 ME18.2 ME18.2 ME19.4 ME16.416.6 ME16.2 ME15.8 ME15.6 ME15.2 ME15.3 ME15.916.016.316.516.917.317.717.518.217.116.816.718.2ME6E26.5 ME25.7 ME25.4 ME24.7 ME25.2 ME30.6 ME25 412.0 ME12.2 ME12.1 ME12.5 ME12.212.312.112.212.312.212.812.712.712.612.412.312.412.311.611.211.109.0 ME09.4 ME09.8 ME09.1 ME13.1 ME13.2 ME13.313.212.6 ME12.6 ME20.021.723.831.528.832.627.124.615.1 ME16.015.415.6 ME11.9 EOF18.017.819.118.319.513.4 ME12.9 ME17.717.215.716.915.515.215.416.816.717.9727.2 ME914BUS PARKING(29 BUS STALLS)PROPOSED BUILDING ADDITION 'B'PROPOSED BUILDING ADDITION 'G'F.F.E. = 927.4 / ARCH. 100'-0"F.F.E. = 916.86 / ARCH. 89'-512"EAST PARKING(174 STALLS)WEST PARKING(8 BUS STALLS)SOUTH PARKING(14 BUS STALLS)ACCESSIBLE PARKING(14 STALLS)5C2.116C2.116C2.117C2.11MATCH EXISTING GRADES FORRESTORATION WORK OUTSIDEOF GRADING LIMITS (TYPICAL)MATCH EXISTING GRADES FORRESTORATION WORK OUTSIDEOF GRADING LIMITS (TYPICAL)LEGENDNOTES:1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.91515.615C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.111C2.115C2.11LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.321" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYCENTERPLANDRAINAGEGRADING ANDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED SAND SUBBASE AT FROST FOOTED STOOPSAPPROXIMATE SOIL BORING LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE 923923 924924924925925 925925 925 925925925926926 926926926 926926 926926927927927927 92792791791891891992026.926.926.827.4 ME26.926.927.427.427.427.427.427.427.427.3 ME27.427.427.427.426.926.926.926.927.427.427.427.426.927.123.425.625.225.726.423.024.424.926.826.826.125.626.025.425.625.124.024.824.824.426.925.025.425.925.926.626.724.425.223.323.726.226.125.825.725.125.524.622.222.423.224.123.524.224.724.424.024.526.526.419.1 ME18.7 ME18.4 ME18.4 ME20.9 ME18.9 ME18.317.818.018.018.018.017.517.117.516.517.817.617.318.017.216.716.017.216.716.817.017.722.422.522.722.627.227.426.826.026.126.525.823.0 ME22.7 ME27.427.427.427.326.927.226.926.926.7 ME26.926.8 ME25.5 ME25.026.226.627.226.825.525.824.725.3 ME23.225.2 ME22.917.0 ME17.517.516.916.917.521.417.417.925.225.518.518.2 ME18.2 ME19.4 ME16.417.717.518.217.116.816.718.226.6 ME25.7 ME25.6 ME25.2 ME23.824.625.914.2 ME20.2 ME23.8 ME17.5 ME16.3 ME15.5 ME15.5 ME16.6 ME23.5 ME23.8 ME24.2 ME23.3 ME19.7 ME10.9 ME13.1 ME22.7 ME23.3 ME24.8 ME25.4 ME25.3 ME24.5 ME23.5 ME23.2 ME22.8 ME23.3 ME23.9 ME24.7 ME28.5 ME27.1 ME25.0 ME25.0 ME24.5 ME24.1 ME22.4 ME21.8 ME21.5 ME20.3 ME21.6 ME26.126.2 ME26.9 ME26.8 ME25.9 ME25.9 ME25.625.826.127.526.925.325.826.625.925.326.026.325.626.025.724.927.2 ME25.926.5 ME25.7 ME25.4 ME24.7 ME25.2 ME30.6 ME32.0 ME30.4 ME29.8 ME29.6 ME29.5 ME29.4 ME29.1 ME26.627.127.227.126.425.926.326.125.423.823.420.021.723.831.528.832.632.126.027.124.627.018.017.819.130.625.727.2 ME26.726.7 ME26.5 ME25.4PROPOSED BUILDING ADDITION 'B'PROPOSED BUILDINGADDITION 'F'PROPOSED BUILDING ADDITION 'G'F.F.E. = 927.4 / ARCH. 100'-0"F.F.E. = 927.4 / ARCH. 100'-0"F.F.E. = 916.86 / ARCH. 89'-512"SOUTH PARKING(14 BUS STALLS)5C2.115C2.116C2.116C2.116C2.117C2.11MATCH EXISTING GRADES FORRESTORATION WORK OUTSIDEOF GRADING LIMITS (TYPICAL)MATCH EXISTING GRADES FORRESTORATION WORK OUTSIDEOF GRADING LIMITS (TYPICAL)MATCH EXISTING GRADES FORRESTORATION WORK OUTSIDEOF GRADING LIMITS (TYPICAL)LEGENDNOTES:1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.91515.615C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.111C2.115C2.11LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.331" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYSOUTHPLANDRAINAGEGRADING ANDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED SAND SUBBASE AT FROST FOOTED STOOPSAPPROXIMATE SOIL BORING LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1.)Top of top nut of fire hydrant, approx. 115 feet north of door #2, north of schoolElevation = 920.79 feet2.)Top of top nut of fire hydrant, west of southerly building cornerElevation = 927.71 feet3.)Top of top nut of fire hydrant, north of Lake Valentine Rd., west of west entrance to bus garageElevation = 918.17 feetBENCHMARKS (FIELD VERIFY BEFORE USING) 917918919920 920921 921922 922923924925926927928929 929930 930 931 931 932932 933933 933 93493530.029.632.633.019.6 ME28.3 ME35.9 ME32.6 ME30.6 ME26.6 ME26.6 ME26.6 ME19.6 ME19.6 ME29.6 ME29.5 ME29.2 ME29.0 ME29.3 ME29.5 ME29.1 ME28.9 ME29.8 ME28.8 ME28.5 ME29.7 ME16.6 ME16.2 ME19.7 ME19.7 ME19.7 ME19.319.118.818.429.5 ME32.9 ME33.0 ME33.1 ME33.2 ME33.0 ME33.2 ME33.2 ME33.2 ME32.7 ME33.2 MEPROPOSED FOOTBALL /LACROSSE FIELD(180' X 360')MATCH EXISTING GRADES FORRESTORATION WORK OUTSIDEOF GRADING LIMITS (TYPICAL)LEGEND91515.615C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.111C2.115C2.11GENERAL NOTESLANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.341" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYFIELDPLANDRAINAGEGRADING AND1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTIONSTAKING / LAYOUT.3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS,INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THECITY.4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTIONZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTSMUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES.5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OFMATERIALS TO BE HANDLED.7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.9. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT.10. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OFSECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BERESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP.11. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSEDDIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATIONAS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.12. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.13. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES(INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN.15. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESSOTHERWISE NOTED.16. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 15.1 OR 15 SHALL BE UNDERSTOOD TO MEAN915.1 OR 915.17. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES,UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDINGPERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITHLABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS.18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT,FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE INORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORTSUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTALTO THE CONTRACT.19. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESSOTHERWISE NOTED.20. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.21. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR ACONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.22. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.23. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OFTHE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).24. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFOREBEGINNING CONSTRUCTION.25. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDETEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTILTEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATEALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, ETC.) AS REQUIRED.REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED SAND SUBBASE AT FROST FOOTED STOOPSAPPROXIMATE SOIL BORING LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1.)Top of top nut of fire hydrant, approx. 115 feet north of door #2, north of schoolElevation = 920.79 feet2.)Top of top nut of fire hydrant, west of southerly building cornerElevation = 927.71 feet3.)Top of top nut of fire hydrant, north of Lake Valentine Rd., west of west entrance to bus garageElevation = 918.17 feetBENCHMARKS (FIELD VERIFY BEFORE USING) 91391191191191291291391391491491491591690991091191291391491591591690690791191291291314.814.714.314.214.113.813.713.513.413.213.112.911.811.2 ME11.7 ME12.3 ME05.4 ME07.4 ME07.3 ME07.6 ME08.7 ME09.1 ME12.9 ME15.515.115.315.413.513.315.315.215.615.414.114.715.715.813.713.818.1 ME17.715.0 ME15.9 ME16.6 ME17.0 ME12.7 ME12.6 ME12.3 ME11.9 ME11.9 ME14.014.013.212.813.012.2 ME12.2 ME12.3 ME12.8 ME12.8 ME12.4 ME12.412.412.412.412.412.412.6 ME12.6 ME13.3 ME13.7 ME13.3 ME14.013.813.613.814.013.814.113.914.214.0 ME14.814.113.9 ME10.0 ME11.8 ME13.3 ME14.3 ME15.1 ME15.3 ME15.9 ME15.8 ME15.6 ME15.3 ME14.7 ME15.9 ME15.6 ME16.1 ME15.7 ME16.7 ME15.9 ME15.7 ME15.5 ME14.8 ME14.3 ME13.4 ME12.7 ME06.2 ME10.6 ME10.5 ME11.712.312.513.213.814.114.714.914.815.415.615.115.715.914.914.820.5 ME20.5 ME11.7 ME12.7 ME12.5 ME12.6 ME12.715.415.715.415.111.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.012.0 ME12.2 ME12.1 ME12.5 ME12.212.312.112.212.312.212.812.712.712.612.412.312.412.311.611.211.109.0 ME09.4 ME09.8 ME09.1 ME14.814.514.3 ME14.6 ME14.7 ME13.1 ME13.2 ME13.313.212.6 ME12.6 ME15.1 ME16.015.415.6 ME11.9 EOF13.4 ME12.9 ME17.215.715.515.215.416.816.7913914915903903903 903903904904904904904905906 90790707.807.807.806.6 EOF07.807.807.807.807.8MH 1 (EXISTING)RIM = 912.2INV. = 901.3INV. = 901.50 SW48" IDR-1642CORE DRILL CONNECTION TOEXISTING STRUCTURE - PROVIDERUBBER BOOT AT CONNECTIONMH 2RIM = 915.1INV. = 903.5848" IDR-1642100' - 6" PVC @ 2.08%WEST PARKING(8 BUS STALLS)ACCESSIBLE PARKING(14 STALLS)CONNECT TO EXISTING8" WM AND 8" GVBD 9 (EXISTING)12,610 S.F.MH 116RIM = 913.2INV. = 906.65 NINV. = 906.65 SINV. = 906.77 SE48" IDR-1642OCS 1RIM = 911.50INV. = 907.30INV. = 907.50 DT (2)48" IDSEE DETAILCB 2RIM = 916.0INV. = 905.67 NINV. = 906.22 SINV 911 20 WCB 1RIM = 915.1INV. = 904.60 NINV. = 905.05 SINV. = 912.10 FD (2)84" IDR-3067-VMH 109RIM = 918.2INV. = 911.60INV. = 912.00 DT48" IDR-1642PROVIDE BACK WATERVALVE AT DT CONNECTION26' - 12" PVC @ 0.77%124' - 30" RCP@ 0.50%18' - 12" RCP@ 2.95%REPLACE EXISTING TOP SLAB AND CASTINGWITH NEW TOP SLAB AND R-3067-V CASTINGCB 12RIM = 913.2INV. = 907.6448" IDR-3067-V14' - 12" RCP @ 1.00%CONNECT TO EXISTING STRUCTURE AT INV. = 907.50.REPLACE TOP SLAB AND CASTING WITH NEW TOP SLABAND R-1642 CASTING. RECONSTRUCT AS REQUIRED.STORMWATER TRENCHAND PRETREATMENTSTRUCTURE.INLET INV. = 913.304C2.12HYD 3 & 6" GVCONNECT TO EXISTING8" WM AND 8" GV45° BEND8x6 TEE11C2.1110C2.11FILTRATION AREA 7BPBOTTOM = 911.00SURFACE AREA = 6,140 S.F.HWL = 912.50O.E. = 911.50EOF = 911.9013C2.1114C2.11MH 9 (REMOVE EXISTING STRUCTURE)RIM = 912.2INV. = 901.60 S (EXISTING - FIELD VERIFY)INV. = 901.60 NW48" IDR-1642FIELD VERIFY SIZE OF EXISTING EXITINGPIPE.ADJUST HYDRANT TO FINISH GRADEADJUST GATE VALVE TO FINISH GRADEADJUST GATE VALVE TO FINISH GRADE11C2.15126" DT @ INV. = 904.50 (TYPICAL)56' - 33" RCP@ 0.46%FES 1INV. = 903.5033" APRON ANDCLASS III RIP RAP(15 C.Y.)MH 101RIM = 910.8INV. = 903.76 NEINV. = 904.06 S84" IDR-1642136' - 33" RCP@ 0.40%HYD 4CONNECT TO EXISTING HYDRANT LEADFOLLOWING HYDRANT REMOVALFES 2INV. = 903.5015" APRONFES 3INV. = 903.0015" APRON ANDCLASS III RIP RAP(7 C.Y.)6' - 15" RCP @ 0.00%36' - 15" RCP @ 1.40%OCS 2RIM = 906.60INV. = 903.50INV. = 902.50 (1' SUMP)60" IDSEE DETAIL1C2.15STORM WATER POND SOUTH LOBEBOTTOM = 898.00NWL = 903.50HWL = 906.63EOF = 907.00STORM WATER POND NORTH LOBEBOTTOM = 894.50NWL = 903.50HWL = 906.63EOF = 907.00NORTH PARKING(483 STALLS)MH 10RIM = 908.8INV. = 902.3848" IDR-1642MH 11 (REMOVE EXISTING STRUCTURE)RIM = 909.0INV. = 904.50 W (EXISTING - FIELD VERIFY)INV. = 903.37 S48" IDR-1642FIELD VERIFY LOCATION AND SIZE OFEXISTING INCOMING PIPE.95' - 6" PVC @ 1.04%75' - 6" PVC @ 1.04%1PROVIDE TRAFFIC CONTROL PER MnDOTSTANDARDS AND COORDINATE LAKE VALENTINEROAD CONSTRUCTION WITH THE CITY1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BEENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889.3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER INSTALLATION SHALL BE INACCORDANCE WITH ASTM D2321.4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTMD3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”iii. OR APPROVED EQUAL.6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILEOR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THEOUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLEDAT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THEOUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONSOF SAME BEFORE BEGINNING CONSTRUCTION.9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITYSERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICALCONTRACTOR.10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVEAND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTERSHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.NOTESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATERMAINPROPOSED DRAINTILE / FINGER DRAINPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDEVERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH.CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING.PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE191515.615C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.111C2.11LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.411" = 40'DARMET02/06/20191722704018002/06/2019DAVID A. REYNORTHPLANUTILITYAddendum #2 02/22/201915C2.1111C2.1117BC2.11 9139119119119129129139139256791491491491591591591691691791791791791891891992091591690690791191291291327.4 ME26.926.927.427.427.427.427.427.3 ME27.117.5 ME18.7 ME19.1 ME18.7 ME18.4 ME18.4 ME20.9 ME18.9 ME18.317.818.018.018.018.013.813.713.513.413.213.112.911.811.2 ME11.7 ME12.3 ME07.4 ME07.3 ME07.6 ME12.9 ME17.517.115.514.7 ME17.217.116.916.616.816.715.115.315.413.513.315.315.215.617.917.917.720.820.621.417.516.517.817.617.318.017.216.716.017.216.716.816.615.414.114.715.715.817.017.713.713.822.422.522.722.626.823.0 ME22.7 ME19.0 ME18.9 ME18.1 ME18.5 ME17.718.018.115.0 ME15.9 ME16.6 ME17.0 ME12.7 ME12.6 ME12.3 ME11.9 ME11.9 ME14.014.013.212.813.012.2 ME12.2 ME12.3 ME12.8 ME12.8 ME12.4 ME12.412.412.412.412.412.412.6 ME12.6 ME13.3 ME13.7 ME13.8 ME13.7 ME13.3 ME14.013.813.613.814.013.814.113.914.214.0 ME14.814.113.9 ME17.0 ME14.7 ME15.9 ME15.6 ME16.1 ME15.7 ME15.715.914.914.820.5 ME17.911.7 ME12.7 ME13.6 ME14.3 ME14.2 ME13.8 ME13.3 ME12.5 ME12.6 ME13.313.814.213.813.9 ME13.612.717.517.516.916.917.217.521.421.217.417.918.515.415.715.415.111.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.014.5 ME14.5 ME14.5 ME14.8 ME14.9 ME14.5 ME14.5 ME14.6 ME17.2 ME17.5 ME16.6 ME15.1 ME17.4 ME17.5 ME18.2 ME18.2 ME19.4 ME16.416.6 ME16.2 ME15.8 ME15.6 ME15.2 ME15.3 ME15.916.016.316.516.917.317.717.518.217.116.816.718.2ME6E26.5 ME25.7 ME25.4 ME24.7 ME25.2 ME30.6 ME25 412.0 ME12.2 ME12.1 ME12.5 ME12.212.312.112.212.312.212.812.712.712.612.412.312.412.311.611.211.109.0 ME09.4 ME09.8 ME09.1 ME13.1 ME13.2 ME13.313.212.6 ME12.6 ME20.021.723.831.528.832.627.124.615.1 ME16.015.415.6 ME11.9 EOF18.017.819.118.319.513.4 ME12.9 ME17.717.215.716.915.515.215.416.816.717.9727.2 ME914115' - 6" PVC @ 2.04%198' - 6"PVC @ 2.08%MH 1 (EXISTING)RIM = 912.2INV. = 901.3INV. = 901.50 SW48" IDR-1642CORE DRILL CONNECTION TOEXISTING STRUCTURE - PROVIDERUBBER BOOT AT CONNECTIONMH 2RIM = 915.1INV. = 903.5848" IDR-1642MH 3RIM = 919.0INV. = 907.7048" IDR-1642MH 4RIM = 921.7INV. = 909.3048" IDR-1642MH 5RIM = 928.8INV. = 911.6948" IDR-1642MH 6RIM = 932.6INV. = 914.03 NE / SWINV. = 914.28 NW48" IDR-1642100' - 6" PVC @ 2.08%77' - 6" PVC @ 2.08%119' - 6" PVC @ 2.00%BUS PARKING(29 BUS STALLS)PROPOSED BUILDING ADDITION 'B'PROPOSED BUILDING ADDITION 'G'F.F.E. = 927.4 / ARCH. 100'-0"F.F.E. = 916.86 / ARCH. 89'-512"EAST PARKING(174 STALLS)WEST PARKING(8 BUS STALLS)SOUTH PARKING(14 BUS STALLS)ACCESSIBLE PARKING(14 STALLS)CONNECT TO EXISTING8" WM AND 8" GVCONNECT TO EXISTING8" WM AND 8" GVBS 1INV. = 908.74 / MECH. 81'-4"16 DFUs83' - 6" PVC @ 2.08%50' - 4" PVC @ 2.08%5.00' (TYPICAL)28.06'18.69'BD 10 (EXISTING)26,455 S.F.BD 2 (EXISTING)11,320 S.F.BD 3 (EXISTING)5,155 S.F.BD 6 (EXISTING)7,729 S.F.BD 9 (EXISTING)12,610 S.F.MH 116RIM = 913.2INV. = 906.65 NINV. = 906.65 SINV. = 906.77 SE48" IDR-1642OCS 1RIM = 911.50INV. = 907.30INV. = 907.50 DT (2)48" IDSEE DETAILCB 2RIM = 916.0INV. = 905.67 NINV. = 906.22 SINV. = 911.20 WINV. = 913.00 FD (3)72" IDR-3067-VCB 1RIM = 915.1INV. = 904.60 NINV. = 905.05 SINV. = 912.10 FD (2)84" IDR-3067-VMH 109RIM = 918.2INV. = 911.60INV. = 912.00 DT48" IDR-1642PROVIDE BACK WATERVALVE AT DT CONNECTIONMH 110RIM = 919.5INV. = 911.80 EINV. = 911.97 S48" IDR-1642BD 1 (10" STORM)INV. = 912.07 = MECH 84'-8"15,695 S.F.CB 3RIM = 917.5INV. = 906.49 N/SINV. = 912.30 E (EXISTING - FIELD VERIFY)INV. = 914.50 FD (3)72" IDR-2501-CCONSTRUCT STRUCTURE OVEREXISTING STORM SEWER. PROVIDEFLEXIBLE JOINTS AT CONNECTIONSMH 102RIM = 920.0INV. = 906.92 NE/SEINV. = 915.90 SW (EXISTING - FIELD VERIFY)72" IDR-1642CONSTRUCT STRUCTURE OVER EXISTINGSTORM SEWER. PROVIDE FLEXIBLEJOINTS AT CONNECTIONSMH 103RIM = 923.8INV. = 907.33 N72" IDR-1642CB 4RIM = 923.8INV. = 907.76INV. = 920.80 FD (2)72" IDR-2501MH 104RIM = 924.5INV. = 908.02 NE/SWINV. = 919.50 NW (EXISTING - FIELD VERIFY)72" IDR-1642CONSTRUCT STRUCTURE OVER EXISTINGSTORM SEWER. PROVIDE FLEXIBLE JOINTSAT CONNECTIONS116.6WNESEID42BD 4 (16" STORM)INV. = 922.57 = MECH 95'-2"BD 5 (EXISTING 10" STORM)INV. = 919.40 = MECH 92'-0" (EXISTING - FIELD VERIFY)27,350 S.F.H 112IM = 925.8NV. = 919.20 NE (EXISTING - FIELD VERIFY)NV. = 919.20 SW8" ID-1642ONSTRUCT STRUCTURE OVER EXISTINGTORM SEWER PIPE - PROVIDE FLEXIBLEOINT AT CONNECTIONS113' - 30" RCP @ 0.38%95' - 30" RCP @ 0.43%59' - 30" RCP @ 0.44%68' - 30" RCP @ 0.40%26' - 12" PVC @ 0.77%114' - 30" PVC @ 0.38%124' - 30" RCP@ 0.50%70' - 12" PVC@ 0.57%18' - 12" RCP@ 2.95%REPLACE EXISTING TOP SLAB AND CASTINGWITH NEW TOP SLAB AND R-3067-V CASTINGSTORMWATER TRENCHAND PRETREATMENTSTRUCTURE.INLET INV. = 913.304C2.1213' - 12" PVC @ 0.77%5.00'5.00'2.08'8.06'34.55'5.00'CONNECT TOEXISTING 8" WMAND 8" GV8" WMHYD 3 & 6" GVCONNECT TO EXISTING8" WM AND 8" GVCONNECT TO EXISTING8" WM AND 8" GV45° BEND45° BEND45° BEND8x6 TEE11C2.1111C2.1111C2.1111C2.11111111110C2.11FILTRATION AREA 7BPBOTTOM = 911.00SURFACE AREA = 6,140 S.F.HWL = 912.50O.E. = 911.50EOF = 911.9013C2.1114C2.11R-1642FIELD VERIFY SIZE OF EXISTING EXITINGPIPE.ADJUST HYDRANT TO FINISH GRADEADJUST GATE VALVE TO FINISH GRADEADJUST GATE VALVE TO FINISH GRADE11C2.1512C2.116" DT @ INV. = 904.50 (TYPICAL)12C2.1110' MIN.112C2.11PIPE SHALL BE SOLID PVCUNTIL MIN. 10' FROM WM5C2.11ADJUST RIM TO FINISH GRADE.RECONSTRUCT STRUCTURE AS REQUIRED.10' MIN.10' MIN.5.00' (TYPICAL)CB 10RIM = 916.9INV. = 912.0730" PVC STRUCTUREH-20 PEDESTRIAN GRATECB 11RIM = 916.9INV. = 912.2030" PVC STRUCTUREH-20 PEDESTRIAN GRATE24' - 8" PVC@ 0.54%BS 2INV. = 916.01 / MECH. 88'-7.25"388 DFUsR-1642136' - 33" RCP@ 0.40%32' - 12" PVC @ 1.14%HYD 4CONNECT TO EXISTING HYDRANT LEADFOLLOWING HYDRANT REMOVAL75' - 6" PVC @ 1.04%1LEGEND1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0"BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILMCONFORMING TO ASTM D 1248-889.3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISENOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTSIN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED INACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALLPIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”iii. OR APPROVED EQUAL.6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE,CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCEFOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BEMEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THECONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OFTHE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNINGCONSTRUCTION.9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARYSEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES,LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION ANDCONNECTIONS WITH MECHANICAL CONTRACTOR.10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OFGATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONSSHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURBAND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCHBASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.NOTESLANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.421" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYCENTERPLANUTILITYAddendum #2 02/22/20191Addendum #3 02/26/2019 2REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATERMAINPROPOSED DRAINTILE / FINGER DRAINPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDEVERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH.CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING.PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE191515.615C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.111C2.115C2.1111C2.1117BC2.11 923923 924924924925925 925925 925 925925925926926 926926926 926926 926926927927927927 9279279169179179179191891992026.926.926.827.4 ME26.926.927.427.427.427.427.427.427.427.3 ME27.427.427.427.426.926.926.926.927.427.427.427.426.927.123.425.625.225.726.423.024.424.926.826.826.125.626.025.425.625.124.024.824.824.426.925.025.425.925.926.626.724.425.223.323.726.226.125.825.725.125.524.622.222.423.224.123.524.224.724.424.024.526.526.419.1 ME18.7 ME18.4 ME18.4 ME20.9 ME18.9 ME18.317.818.018.018.018.017.517.117.217.116.916.616.816.717.917.917.720.820.621.417.516.517.817.617.318.017.216.716.017.216.716.816.615.417.017.722.422.522.722.627.227.426.826.026.126.525.823.0 ME22.7 ME19.0 ME18.9 ME18.1 ME18.5 ME17.727.427.427.427.326.927.226.926.926.7 ME26.926.8 ME25.5 ME25.026.226.627.226.825.525.824.725.3 ME23.225.2 ME22.918.018.117.0 ME17.917.517.516.916.917.217.521.421.217.417.925.225.518.515.118.2 ME18.2 ME19.4 ME16.417.717.518.217.116.816.718.226.6 ME25.7 ME25.6 ME25.2 ME23.824.625.914.2 ME20.2 ME23.8 ME17.5 ME16.3 ME15.5 ME15.5 ME16.6 ME23.5 ME23.8 ME24.2 ME23.3 ME19.7 ME10.9 ME13.1 ME22.7 ME23.3 ME24.8 ME25.4 ME25.3 ME24.5 ME23.5 ME23.2 ME22.8 ME23.3 ME23.9 ME24.7 ME28.5 ME27.1 ME25.0 ME25.0 ME24.4 ME24.2 ME24.3 ME24.5 ME24.1 ME22.4 ME21.8 ME21.5 ME20.3 ME21.6 ME26.126.2 ME26.9 ME26.8 ME25.9 ME25.9 ME25.625.826.127.526.925.325.826.625.925.326.026.325.626.025.724.927.2 ME25.926.5 ME25.7 ME25.4 ME24.7 ME25.2 ME30.6 ME32.0 ME30.4 ME29.8 ME29.6 ME29.5 ME29.4 ME29.1 ME26.627.127.227.126.425.926.326.125.423.823.420.021.723.831.528.832.632.126.027.124.627.018.017.819.118.319.517.717.216.916.816.717.930.625.727.2 ME26.726.7 ME26.5 ME25.4115' - 6" PVC @ 2.04%198' - 6"PVC @ 2.08%INV. 903.5848" IDR-1642MH 3RIM = 919.0INV. = 907.7048" IDR-1642MH 4RIM = 921.7INV. = 909.3048" IDR-1642MH 5RIM = 928.8INV. = 911.6948" IDR-1642MH 6RIM = 932.6INV. = 914.03 NE / SWINV. = 914.28 NW48" IDR-1642MH 7RIM = 932.1INV. = 916.1448" IDR-1642MH 8RIM = 930.6INV. = 917.6648" IDR-1642BS 2INV. = 918.82 / MECH. 91'-5"76 DFUs81' - 6" PVC @ 1.88%112' - 6" PVC @ 1.88%77' - 6" PVC @ 2.08%119' - 6" PVC @ 2.00%PROPOSED BUILDING ADDITION 'B'PROPOSED BUILDINGADDITION 'F'PROPOSED BUILDING ADDITION 'G'F.F.E. = 927.4 / ARCH. 100'-0"F.F.E. = 927.4 / ARCH. 100'-0"F.F.E. = 916.86 / ARCH. 89'-512"SOUTH PARKING(14 BUS STALLS)CONNECT TO EXISTING8" WM AND 8" GVBS 1INV. = 908.74 / MECH. 81'-4"16 DFUs83' - 6" PVC @ 2.08%50' - 4" PVC @ 2.08%61' - 6" PVC @ 1.88%5.00' (TYPICAL)28.06'18.69'5.90'BD 10 (EXISTING)26,455 S.F.BD 2 (EXISTING)11,320 S.F.BD 7 (8" STORM)INV. = 919.40 = MECH 92'-0"5,590 S.F.BD 3 (EXISTING)5,155 S.F.BD 6 (EXISTING)7,729 S.F.CB 6RIM = 923.0INV. = 909.76 SEINV. = 910.01 NWINV. = 920.00 FD (2)72" IDR-3067-VCB 8RIM = 924.6INV. = 914.42 SEINV. = 914.77 NINV. = 918.93 EINV. = 921.60 FD (2)48" IDR-3067-VCB 2RIM = 916.0INV. = 905.67 NINV. = 906.22 SINV. = 911.20 WINV. = 913.00 FD (3)72" IDR-3067-VR 3067 VMH 109RIM = 918.2INV. = 911.60INV. = 912.00 DT48" IDR-1642PROVIDE BACK WATERVALVE AT DT CONNECTIONMH 110RIM = 919.5INV. = 911.80 EINV. = 911.97 S48" IDR-1642BD 1 (10" STORM)INV. = 912.07 = MECH 84'-8"15,695 S.F.CB 3RIM = 917.5INV. = 906.49 N/SINV. = 912.30 E (EXISTING - FIELD VERIINV. = 914.50 FD (3)72" IDR-2501-CCONSTRUCT STRUCTURE OVEREXISTING STORM SEWER. PROVIDEFLEXIBLE JOINTS AT CONNECTIONSMH 102RIM = 920.0INV. = 906.92 NE/SEINV. = 915.90 SW (EXISTING - FIELD VERIFY)72" IDR-1642CONSTRUCT STRUCTURE OVER EXISTINGSTORM SEWER. PROVIDE FLEXIBLEJOINTS AT CONNECTIONSMH 103RIM = 923.8INV. = 907.33 N72" IDR-1642CB 4RIM = 923.8INV. = 907.76INV. = 920.80 FD (2)72" IDR-2501MH 104RIM = 924.5INV. = 908.02 NE/SWINV. = 919.50 NW (EXISTING - FIELD VERIFY)72" IDR-1642CONSTRUCT STRUCTURE OVER EXISTINGSTORM SEWER. PROVIDE FLEXIBLE JOINTSAT CONNECTIONSCB 5RIM = 925.2INV. = 908.58INV. = 921.40 DTINV. = 922.20 FD (2)72" IDR-3067-VPROVIDE BACK WATERVALVE AT DT CONNECTIONCB 9RIM = 922.2INV. = 918.20INV. = 919.20 FD (2)48" IDR-3067-VMH 113RIM = 926.2INV. = 919.3048" IDR-1642MH 111RIM = 926.6INV. = 917.80 SWINV. = 919.00 NEINV. = 922.50 SE48" IDR-1642BD 4 (16" STORM)INV. = 922.57 = MECH 95'-2"62,295 S.F.MH 114RIM = 927.2INV. = 919.3748" IDR-1642BD 5 (EXISTING 10" STORM)INV. = 919.40 = MECH 92'-0" (EXISTING - FIELD VERIFY)27,350 S.F.BD 8INV. = 919.40 = MECH 92'-0"60,000 S.F.MH 112RIM = 925.8INV. = 919.20 NE (EXISTING - FIELD VERIFY)INV. = 919.20 SW48" IDR-1642CONSTRUCT STRUCTURE OVER EXISTINGSTORM SEWER PIPE - PROVIDE FLEXIBLEJOINT AT CONNECTIONS37' - 12" PVC @ 1.00%10' - 12" PVC@ 1.00%3' - 18" PVC @ 1.00%113' - 30" RCP @ 0.38%95' - 30" RCP @ 0.43%143' - 30" PVC @ 0.39%59' - 30" RCP @ 0.44%68' - 30" RCP @ 0.40%26' - 12" PVC @ 0.77%114' - 30" PVC @ 0.38%124' - 30" RCP@ 0.50%70' - 12" PVC@ 0.57%13' - 12" PVC @ 0.77%5.00'5.00'32.08'8.06'34.55'5.00'28.44'5.00'5.00'3.00'HYD 1 & 6" GV8" WMHYD 2 & 6" GV8" WMCONNECT TOEXISTING 8" WMAND 8" GV8" WMCONNECT TO EXISTING8" WM AND 8" GV11.25° BEND22.5° BEND45° BEND6" X 8" TEE45° BEND45° BEND WITH 8x6 REDUCER45° BEND45° BEND8x6 TEEPROVIDE 40' SOLIDPVC TO CB 1411C2.1111C2.1111C2.1111C2.111111111110C2.1110C2.1112C2.1110' MIN.112C2.11PIPE SHALL BE SOLID PVCUNTIL MIN. 10' FROM WM5C2.11ADJUST RIM TO FINISH GRADE.RECONSTRUCT STRUCTURE AS REQUIRED10' MIN.10' MIN.5.00' (TYPICAL)12C2.115C2.115.00' (TYPICAL)12C2.1110' MIN.10' MIN.10' MIN.10' MIN.CB 10RIM = 916.9INV. = 912.0730" PVC STRUCTUREH-20 PEDESTRIAN GRATECB 11RIM = 916.9INV. = 912.2030" PVC STRUCTUREH-20 PEDESTRIAN GRATE24' - 8" PVC@ 0.54%BS 2INV. = 916.01 / MECH. 88'-7.25"388 DFUsMH 105RIM = 925.5INV. = 909.22 NEINV. = 909.27 NW72" IDR-1642MH 106RIM = 925.0INV. = 910.73 SEINV. = 911.43 N48" IDR-1642MH 107RIM = 925.6INV. = 911.77 SEINV. = 913.02 NWINV. = 917.20 E60" IDR-1642MH 108RIM = 927.0INV. = 915.34 SINV. = 917.39 NINV. = 919.26 E48" IDR-1642MH 115RIM = 924.8INV. = 917.79 SINV. = 917.83 W48" IDR-1642160' - 30" PVC @ 0.40%124' - 27" RCP @ 0.40%103' - 24" RCP @ 0.70%41' - 24" RCP @ 0.83%82' - 21" RCP @ 0.41%40' - 18" RCP@ 1.50%CB 7RIM = 924.4INV. = 913.36 SINV. = 913.61 NWINV. = 918.80 NEINV. = 921.40 FD (2)72" IDR-3067-V40' - 18" RCP@ 1.00%146' - 21" RCP @ 0.55%82' - 18" RCP @ 0.70%70' - 12" RCP @ 0.57%65' - 12" RCP @ 0.57%32' - 12" PVC @ 1.14%3' - 18" PVC @ 2.33%11' - 18" PVC @ 1.00%11C2.1111C2.1111C2.1111C2.1111C2.1111C2.1111LEGEND1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0"BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILMCONFORMING TO ASTM D 1248-889.3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISENOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTSIN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED INACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALLPIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”iii. OR APPROVED EQUAL.6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE,CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCEFOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BEMEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THECONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OFTHE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNINGCONSTRUCTION.9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARYSEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES,LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION ANDCONNECTIONS WITH MECHANICAL CONTRACTOR.10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OFGATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONSSHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURBAND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCHBASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.NOTESLANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.431" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYSOUTHPLANUTILITYAddendum #2 02/22/201911Addendum #3 02/26/2019 2REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATERMAINPROPOSED DRAINTILE / FINGER DRAINPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDEVERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH.CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING.PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE191515.615C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.111C2.115C2.1111C2.1117BC2.11 91390991091191291391491591591690690791291314.814.714.314.214.113.813.713.513.413.213.112.905.4 ME07.4 ME07.3 ME07.6 ME08.7 ME09.1 ME12.9 ME13.513.312.7 ME12.6 ME12.3 ME11.9 ME11.9 ME13 212 813 012.2 ME12.2 ME10.0 ME11.8 ME13.3 ME14.3 ME15.1 ME15.3 ME15.9 ME15.8 ME15.6 ME15.3 ME14.7 ME15.9 ME15.6 ME16.1 ME15.7 ME16.7 ME15.9 ME15.7 ME15.5 ME14.8 ME14.3 ME13.4 ME12.7 ME06.2 ME10.6 ME10.5 ME11.712.312.513.213.814.114.714.914.815.415.615.115.715.914.914.820.5 ME20.5 ME12.0 ME12.2 ME12.1 ME12.5 ME12.212.312.112.212.312.212.812.712.712.612.312.414.814.514.3 ME14.6 ME14.7 ME13.1 ME13.2 ME13.313.212.6 ME12.6 ME15.1 ME16.015.415.6 ME13.4 ME12.9 ME913914915903 903903904904904904905906 90790707.807.807.806.6 EOF07.807.807.807.807.8AAAAAAAPROVIDE AN ADDITIONAL 2 INLET CONTROL DEVICES AT THE2 CATCH BASINS ON THE SOUTH SIDE OF LAKE VALENTINEROAD APPROXIMATELY 100' AND 200' FROM THIS POINT1C2.111C2.112C2.111C2.111C2.111C2.111C2.111C2.11NORTH PARKING(483 STALLS)PROVIDE DAILYSWEEPING OF ALLPAVED AREAS1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING ANDEROSION CONTROL REQUIREMENTS.3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSEDDIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATIONAS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCALREGULATIONS.6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT INDOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUTDOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWERSTRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:A.WIMCO TOP SLAB™ MODEL RD 27.B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTALSYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE ANDCASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATEDSHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALLONLY, WITH A GEOTEXTILE SOCK.C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTERPAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVEDAREAS.D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'SSHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDEFILTER BAGS AND TIES FOR COMPLETE INSTALLATION.E. OR APPROVED EQUAL.NOTESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED STORM SEWERPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED SILT FENCEPROPOSED SEDIMENT CONTROL LOGPROPOSED ROCK CONSTRUCTION ENTRANCESEDIMENT CONTROL DEVICE AT STORM SEWER INLETPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINEA15C2.1119C2.1120C2.1122C2.1123C2.1191515.61C2.11LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.511" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYNORTHPLANCONTROLAND SEDIMENTPREVENTIONEROSION1C2.112C2.113C2.11Addendum #2 02/22/20191 9139119119119129129139139256791491491491591591591691691791791791791891891992091591690690791191291291327.4 ME26.926.927.427.427.427.427.427.3 ME27.117.5 ME18.7 ME19.1 ME18.7 ME18.4 ME18.4 ME20.9 ME18.9 ME18.317.818.018.018.018.013.813.713.513.413.213.112.911.811.2 ME11.7 ME12.3 ME07.4 ME07.3 ME07.6 ME12.9 ME17.517.115.514.7 ME17.217.116.916.616.816.715.115.315.413.513.315.315.215.617.917.917.720.820.621.417.516.517.817.617.318.017.216.716.017.216.716.816.615.414.114.715.715.817.017.713.713.822.422.522.722.626.823.0 ME22.7 ME19.0 ME18.9 ME18.1 ME18.5 ME17.718.018.115.0 ME15.9 ME16.6 ME17.0 ME12.7 ME12.6 ME12.3 ME11.9 ME11.9 ME14.014.013.212.813.012.2 ME12.2 ME12.3 ME12.8 ME12.8 ME12.4 ME12.412.412.412.412.412.412.6 ME12.6 ME13.3 ME13.7 ME13.8 ME13.7 ME13.3 ME14.013.813.613.814.013.814.113.914.214.0 ME14.814.113.9 ME17.0 ME14.7 ME15.9 ME15.6 ME16.1 ME15.7 ME15.715.914.914.820.5 ME17.911.7 ME12.7 ME13.6 ME14.3 ME14.2 ME13.8 ME13.3 ME12.5 ME12.6 ME13.313.814.213.813.9 ME13.612.717.517.516.916.917.217.521.421.217.417.918.515.415.715.415.111.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.014.5 ME14.5 ME14.5 ME14.8 ME14.9 ME14.5 ME14.5 ME14.6 ME17.2 ME17.5 ME16.6 ME15.1 ME17.4 ME17.5 ME18.2 ME18.2 ME19.4 ME16.416.6 ME16.2 ME15.8 ME15.6 ME15.2 ME15.3 ME15.916.016.316.516.917.317.717.518.217.116.816.718.2ME6E26.5 ME25.7 ME25.4 ME24.7 ME25.2 ME30.6 ME25 412.0 ME12.2 ME12.1 ME12.5 ME12.212.312.112.212.312.212.812.712.712.612.412.312.412.311.611.211.109.0 ME09.4 ME09.8 ME09.1 ME13.1 ME13.2 ME13.313.212.6 ME12.6 ME20.021.723.831.528.832.627.124.615.1 ME16.015.415.6 ME11.9 EOF18.017.819.118.319.513.4 ME12.9 ME17.717.215.716.915.515.215.416.816.717.9727.2 ME914BUS PARKING(29 BUS STALLS)PROPOSED BUILDING ADDITION 'B'PROPOSED BUILDING ADDITION 'G'EAST PARKING(174 STALLS)WEST PARKING(8 BUS STALLS)SOUTH PARKING(14 BUS STALLS)ACCESSIBLE PARKING(14 STALLS)AAAAAAAAAAAA3C2.11PROVIDE AN ADDITIONAL 2 INLET CONTROLDEVICES AT THE 2 CATCH BASINS ON LAKEVALENTINE ROAD APPROXIMATELY 25'DOWNSTREAM OF THIS POINTA1C2.111C2.111C2.112C2.112C2.111C2.111C2.111C2.111C2.11AA1C2.11APROVIDE CURB INLET PROTECTION ATEACH PRETREATMENT STRUCTURE (4)1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING ANDEROSION CONTROL REQUIREMENTS.3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSEDDIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATIONAS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCALREGULATIONS.6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT INDOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUTDOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWERSTRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:A.WIMCO TOP SLAB™ MODEL RD 27.B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTALSYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE ANDCASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATEDSHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALLONLY, WITH A GEOTEXTILE SOCK.C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTERPAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVEDAREAS.D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'SSHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDEFILTER BAGS AND TIES FOR COMPLETE INSTALLATION.E. OR APPROVED EQUAL.NOTESLEGENDLANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.521" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYCENTERPLANCONTROLAND SEDIMENTPREVENTIONEROSIONAddendum #2 02/22/201911REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED STORM SEWERPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED SILT FENCEPROPOSED SEDIMENT CONTROL LOGPROPOSED ROCK CONSTRUCTION ENTRANCESEDIMENT CONTROL DEVICE AT STORM SEWER INLETPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINEA15C2.1119C2.1120C2.1122C2.1123C2.1191515.61C2.111C2.112C2.113C2.11 923923 924924924925925 925925 925 925925925926926 926926926 926926 926926927927927927 92792791791791791891992026.926.926.827.4 ME26.926.927.427.427.427.427.427.427.427.3 ME27.427.427.427.426.926.926.926.927.427.427.427.426.927.123.425.625.225.726.423.024.424.926.826.826.125.626.025.425.625.124.024.824.824.426.925.025.425.925.926.626.724.425.223.323.726.226.125.825.725.125.524.622.222.423.224.123.524.224.724.424.024.526.526.418.718.4 ME18.4 ME20.9 ME18.9 ME18.317.818.018.018.018.017.517.117.217.116.916.616.816.717.917.917.720.820.621.417.516.517.817.617.318.017.216.716.017.216.716.816.617.722.422.522.722.627.227.426.826.026.126.525.823.0 ME22.7 ME19.0 ME18.9 ME18.1 ME18.5 ME17.727.427.427.427.326.927.226.926.926.7 ME26.926.8 ME25.5 ME25.026.226.627.226.825.525.824.725.3 ME23.225.2 ME22.918.018.117.917.517.516.916.917.217.521.421.217.417.925.225.518.518.2 ME18.2 ME19.4 ME16.417.518.217.116.816.718.226.6 ME25.7 ME25.6 ME25.2 ME23.824.625.914.2 ME20.2 ME23.8 ME17.5 ME16.3 ME15.5 ME15.5 ME16.6 ME23.5 ME23.8 ME24.2 ME23.3 ME19.7 ME10.9 ME13.1 ME22.7 ME23.3 ME24.8 ME25.4 ME25.3 ME24.5 ME23.5 ME23.2 ME22.8 ME23.3 ME23.9 ME24.7 ME28.5 ME27.1 ME25.0 ME25.0 ME24.4 ME24.2 ME24.3 ME24.5 ME24.1 ME22.4 ME21.8 ME21.5 ME20.3 ME21.6 ME26.126.2 ME26.9 ME26.8 ME25.9 ME25.9 ME25.625.826.127.526.925.325.826.625.925.326.026.325.626.025.724.927.2 ME25.926.5 ME25.7 ME25.4 ME24.7 ME25.2 ME30.6 ME32.0 ME30.4 ME29.8 ME29.6 ME29.5 ME29.4 ME29.1 ME26.627.127.227.126.425.926.326.125.423.823.420.021.723.831.528.832.632.126.027.124.627.018.017.819.118.319.517.717.216.916.816.717.930.625.727.2 ME26.726.7 ME26.5 ME25.4PROPOSED BUILDING ADDITION 'B'PROPOSED BUILDINGADDITION 'F'PROPOSED BUILDING ADDITION 'G'SOUTH PARKING(14 BUS STALLS)AAAA1C2.111C2.111C2.111C2.11AAAAAAA1C2.111C2.111C2.111C2.111C2.111. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING ANDEROSION CONTROL REQUIREMENTS.3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSEDDIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATIONAS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCALREGULATIONS.6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT INDOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUTDOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWERSTRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:A.WIMCO TOP SLAB™ MODEL RD 27.B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTALSYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE ANDCASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATEDSHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALLONLY, WITH A GEOTEXTILE SOCK.C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTERPAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVEDAREAS.D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'SSHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDEFILTER BAGS AND TIES FOR COMPLETE INSTALLATION.E. OR APPROVED EQUAL.NOTESLEGENDLANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.531" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYSOUTHPLANCONTROLAND SEDIMENTPREVENTIONEROSIONAddendum #2 02/22/20191REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED STORM SEWERPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED SILT FENCEPROPOSED SEDIMENT CONTROL LOGPROPOSED ROCK CONSTRUCTION ENTRANCESEDIMENT CONTROL DEVICE AT STORM SEWER INLETPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINEA15C2.1119C2.1120C2.1122C2.1123C2.1191515.61C2.111C2.112C2.113C2.11 917918919920 920921 921922 922923924925926927928929 929930 930 931 931 932932 933933 933 93493530.029.632.633.019.6 ME28.3 ME35.9 ME32.6 ME30.6 ME26.6 ME26.6 ME26.6 ME19.6 ME19.6 ME29.6 ME29.5 ME29.2 ME29.0 ME29.3 ME29.5 ME29.1 ME28.9 ME29.8 ME28.8 ME28.5 ME29.7 ME16.6 ME16.2 ME19.7 ME19.7 ME19.7 ME19.319.118.818.429.5 ME32.9 ME33.0 ME33.1 ME33.2 ME33.0 ME33.2 ME33.2 ME33.2 ME32.7 ME33.2 MEPROPOSED FOOTBALL /LACROSSE FIELD(180' X 360')A1C2.111C2.111C2.111C2.111C2.111C2.111C2.111C2.11SILT FENCE = 5,050 L.F.SEDIMENT CONTROL LOG = 720 L.F.ROCK CONSTRUCTION ENTRANCE = 75 C.Y.SEDIMENT CONTROL DEVICE AT STORM SEWER INLET = 48APPROXIMATE EROSION CONTROL DEVICEQUANTITIES1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELD, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING ANDEROSION CONTROL REQUIREMENTS.3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSEDDIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATIONAS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCALREGULATIONS.6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT INDOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUTDOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWERSTRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:A.WIMCO TOP SLAB™ MODEL RD 27.B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTALSYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE ANDCASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATEDSHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALLONLY, WITH A GEOTEXTILE SOCK.C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTERPAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVEDAREAS.D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'SSHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDEFILTER BAGS AND TIES FOR COMPLETE INSTALLATION.E. OR APPROVED EQUAL.NOTESLEGENDEXCERPT FROM THE SWPPP NARRATIVEThe following is from the Storm Water Pollution Prevention Plan Narrative, Section 01 89 13 of the Project Manual. In accordance withSection 31 00 00, the Contractor shall be responsible for full implementation of and maintenance required by the SWPPP Narrative until theNotice of Termination is approved by the MPCA. Should differences arise between the SWPPP Narrative information described below and theinformation contained within the SWPPP Narrative, bound into the Project Manual, the SWPPP in the Project Manual shall govern.V.General Construction SequenceA.Erosion Control Devices, noted herein, include:1.Silt fence2.Sediment Control Device at storm sewer inlets3.Sediment log4.Rock construction entrance5.Rock check dams6.Rip rap7.Storm water treatment basins8.Temporary sediment basins9.Storm sewer systems10.Temporary outlet pipes11.Erosion control blanket12.Temporary seeding13.Final seeding / sodding14.Temporary / permanent vegetation15.Other features identified by the Minnesota Pollution Control Agency, City or Engineer as a Best Management Practice (BMP) device.B.Contractor shall apply for NPDES Phase II Permit within 24 hours of award of Contract.1.The Contractor shall post the permit in the job site trailer or other suitable temporary storage area.C.Review the SWPPP and its sequencing and requirements. The Contractor shall notify the Engineer if site conditions, constructionsequencing, or other items are different or require modification from this written SWPPP. The Engineer will review the suggestedmodifications and amend the SWPPP accordingly.D.Following review of the SWPPP plans commence with the following construction sequence:1.Install perimeter silt fence where indicated on the Drawings. Silt fence shall be as specified in Section 31 25 00.2.Prior to construction, delineate turf and vegetated areas not to be disturbed with orange snow fence. No construction traffic,equipment or materials shall be permitted to utilize, access, or otherwise enter the areas designated not to be disturbed. Minimize soilcompaction and disruption of topsoil in areas outside the construction limits to comply with MN Construction Stormwater GeneralPermit.3.Locally strip topsoil and push topsoil into minimum 2 foot high temporary berms at perimeter silt fence locations for redundanterosion protection. Where possible, leave an undisturbed vegetation strip between the temporary topsoil berm and the silt fence. Siltfence shall be located downslope from the temporary berm.a.Provide temporary seed and mulch on temporary berms as described herein.4.Construct Sediment Control Devices at existing storm sewer inlets (hay bales around castings and silt fence under castings will not beacceptable).5.Construct the rock construction entrances.6.Have silt fence and other erosion control devices inspected by local authorities, as required by the local authority.7.Begin work at the building additions to allow for critical path construction of buildings footings, foundations, and the remainder of thebuildings.a.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.b.Strip and stockpile topsoil from the building additions and its oversize area. Provide temporary seed and mulch on stockpile asdescribed herein.c.Establish a concrete truck washout area and post with a sign.d.Rough grade the building pads.e.Complete the grading of the building pads.f.Begin footing excavations.g.Provide temporary seed and mulch on all stockpiles as described herein.8.Construct the sanitary sewer systems.a.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.b.Strip and stockpile topsoil. Provide temporary seed and mulch on stockpile as described herein.c.Stockpile excavated soils away from drainage swales.d.Backfill excavations at the end of each day.9.Construct the watermain systems.a.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.b.Strip and stockpile topsoil. Provide temporary seed and mulch on stockpile as described herein.c.Stockpile excavated soils away from drainage swales.d.Backfill excavations at the end of each day.10.Begin work on the west / south perimeter drives, northeast parking, parking area north of Lake Valentine Road, and bus parking areas,and surrounding areas. Work may occur simultaneously.a.Strip and stockpile topsoil. Provide temporary seed and mulch on stockpile as described herein.b.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.c.Rough grade the parking lots and drive areas.d.Construct proposed storm sewer system.(1)Construct Sediment Control Devices at proposed storm sewer inlets (hay bales around castings and silt fence under castingswill not be acceptable).e.Construct the underground stormwater systems.(1)Protect the underground retention systems during construction.(2)Construct a temporary berm around the open excavations to prevent construction site sediment from reaching theunderground retention systems. The temporary berms can be a simple wind-row of soil pushed into a berm from theadjacent areas.(3)Do not allow sediment to reach the underground systems. Maintenance of Sediment Control Devices is critical until theupslope areas are stabilized.(4)Once backfilling the underground retention systems is complete, remove the temporary berm.f.Establish subgrade elevation at the parking lot and drive areas, and prepare these areas for subsequent courses.g.Once pavement subgrade testing is complete, construct the stabilized aggregate base course. This will serve as temporarystabilization for the parking lot and drive areas.h.Construct curb and gutter, driveway entrance, and concrete walks. This will serve as permanent stabilization for the walk areas.i.Construct the first lift of pavement in the parking lot and drive areas. This will serve as permanent stabilization for thebituminous paved areas.j.Once the upslope areas are stabilized, Construct the Filtration Area.(1)The parking lot relies on this area for storm drainage. Therefore, it is critical to maintain or enhance the infiltratingproperties of the soils within this area. Options to accomplish include the following:(a)Limit construction traffic within these areas as much as possible to avoid contaminating and compacting the soils inthese areas.(b)Use a toothed bucket backhoe to excavate soils. Use off road trucks to haul and dump soils to other parts of the site.(c)Use a bucket and backhoe to place soils (where fill is required).(d)Use a toothed bucket for rough grading.(e)Use manual labor for finish grading.(f)Do not use equipment on the surface of the areas as this will compact the soils. Minimize smearing of the soils withmechanical equipment.(g)No stockpiling of soils or other materials shall occur within the areas.(2)Rough grade the filtration area to specified tolerances and in accordance with the procedures listed in Section 31 00 00Earthwork.(a)Access the area at a single location to minimize disturbance to the surrounding areas.(b)Use of self propelled equipment shall be limited within the Filtration Area. Self propelled equipment will compact thesoils and adversely affect infiltration. As much as possible, access work in the filtration area from the edges, outside ofthe filtration area limits.(c)Use a backhoe with long reach ability for final excavation that reaches from outside the areas).(d)Remove all debris by hand.(e)Scarify the existing underlying soils as specified in Section 31 00 00 Earthwork.(3)Provide final grading and final restoration at the Filtration Area, including:(a)Access the areas at a single location to minimize disturbance to the surrounding areas.(b)Use of self propelled equipment shall be as described above. Do not use skid steer equipment within the area.(c)Final grade by hand.(d)Prepare this area for final restoration.(e)Provide final seed and mulch. This will serve as permanent stabilization for the slopes adjacent to the Filtration Area.(f)Sod the areas by hand.(g)Establish vegetation by watering with a temporary irrigation system. Refer to Section 31 00 00 Earthwork foradditional information.11.Spread topsoil and finish grade turf grass areas (except around the building addition until exterior building work is complete).12.Install landscaping and plantings.13.Sod the turf grass areas except for the areas around the building. Use a temporary irrigation system to keep sod adequately watered.This will serve as permanent stabilization for the turf grass areas.14.Complete exterior building work.15.Spread topsoil around the building area.16.Finish grade topsoil and prepare these areas for sod.17.Sod the areas around the building. Use a temporary irrigation system to keep sod adequately watered.18.Provide final lift of pavement and pavement markings.19.Provide final stabilization and cleanup of the site.E.Provide maintenance to erosion control devices and BMP’s to comply with the requirements of the permit.F.Re-install all sediment control practices that have been adjusted or removed to accommodate short-term activates, such as passage ofconstruction vehicles or equipment, immediately after the short-term activity has been completed. All sediment control practices shall bere-installed before the next precipitation event if the short term activity is not complete.G.Inspect erosion control devices and provide routine maintenance as follows:1.Inspect erosion control a minimum of once per week and after each rain event measuring 0.5" or more. Record inspection on logposted in Contractor’s construction trailer or other suitable temporary storage area.a.Records of each inspection and maintenance activity shall include:(1)Date and time of inspections(2)Name of person conducting inspection(3)Findings of inspections, including recommendations for corrective actions(4)Findings shall include photographs, accurate description of the observations (i.e., color, odor, settled or suspended solids, oilsheen, or other pollutants), and a map describing the locations of the observations(5)Corrective actions taken (including dates, times, and party completing maintenance activities(6)Date and amount of all rainfall events greater than one quarter inch (0.25 inch) in 24 hours(7)Documentation of changes made to the SWPPP as required by the NPDES General Stormwater Permit for ConstructionActivity (MN R100001)b.Inspections are not required where the ground is frozen. The required inspectionsand maintenance schedule must begin within 24 hours after runoff occurs at the site or 24 hours prior to resuming construction,whichever comes first.c. Inspections of areas with permanent cover may be reduced to once per month, even if construction activity continues on otherportions of the site. Once all construction activity is complete, monthly inspections may be terminated after one year followingcompletion of all construction activities.2.Provide maintenance for all devices as follows:a.Silt fences, sediment logs, and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, to seeif fabric is securely attached to support posts or structure, and to see that posts and devices are securely in place.b.Silt fences, sediment logs and erosion control devices at storm sewer inlets, and other erosion control devices shall be cleanedwhen sediment reaches 1/3 the height of the erosion control device, within 24 hours.c.Rock construction entrances shall be inspected for clogging of river rock. River rock that has become clogged with sedimentshall be removed and replaced with fresh river rock.d.Repairs or replacements to all erosion control devices shall occur within 24 hours of discovery.e.Temporary diversion berms shall be inspected and any breaches promptly repaired.f.Tracked sediment from construction vehicles on to public streets and paved areas (including paved areas on the construction site)shall be removed within 24 hours of discovery.g.Removal of sediment and restabilization of Surface Waters shall be accomplished within 7 days of discovery (note: surfacewaters include curb and gutter, pavements, storm sewer, swales, or other similar storm water conveyance devices).h.Inlet protection may be removed if a local unit of government directs the permitee to do so because of a specific safety concern.H.Provide dewatering of excavations as identified in Section 31 00 00.I.Temporary Soil Stockpiles:1.Temporary soil stockpiles shall not be placed in surface waters of the state, including surface conveyances such as curb and gutter,swales, or ditches.2.Install silt fence at the base of the temporary soil stockpile (full perimeter).3.Temporary soil stockpiles shall be seeded with temporary seed mix and hydromulch when stockpiles are left inactive for seven (7)days. Note, this does not apply to aggregate stockpiles or other stockpiles without significant silt, clay or organic components (cleanaggregate stockpiles, clean rock, clean sand and similar clean aggregates).J.Stabilize denuded areas, initiated immediately, within the following number of days of last construction activity (temporary or permanent)in that area:1.Within 7 days, except:a.Temporary soil stockpiles shall be treated with appropriate erosion control measure, including silt fence and temporary seedingwhen stockpiles are left inactive for periods longer than 7 days. Note, this does not apply to aggregate stockpiles or otherstockpiles without significant silt, clay or organic components (clean aggregate stockpiles, clean rock, clean sand and similarclean aggregates).K.Provide maintenance of all seeded and sodded areas until fully established.L.Provide cleaning of storm sewer system at the completion of the project. Cleaning shall include removal of accumulated sediment from allsurface waters as defined by the permit (for example, curb and gutter, pavements, swales, and storm sewer piping and structures).M.Remove silt fence and erosion control devices at storm sewer inlets following full establishment of site vegetation. Dispose materialsproperly off-site.N.Apply for Notice of Termination (NOT) with MPCA. NOT must be submitted within 30 days after:1.Site has undergone Final Stabilization (at least 80% vegetative cover), and2.Removal of all temporary erosion control measures (silt fence, etc.), and3.Final cleanout and maintenance of all permanent storm water facilities, and4.Completion of all maintenance activities and site cleanup.LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.541" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYFIELDPLANCONTROLAND SEDIMENTPREVENTIONEROSIONREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED STORM SEWERPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED SILT FENCEPROPOSED SEDIMENT CONTROL LOGPROPOSED ROCK CONSTRUCTION ENTRANCESEDIMENT CONTROL DEVICE AT STORM SEWER INLETPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINEA15C2.1119C2.1120C2.1122C2.1123C2.1191515.61C2.111C2.112C2.113C2.11Addendum #2 02/22/20191 913911911911912912913913923924925925926926927 927914914914915915915916916917917917917918918919920909910911912913914915915916906907911912912913913914915903903903 903903904904904904904905906 907907BUS PARKING(29 BUS STALLS)PROPOSED BUILDING ADDITION 'B'EAST PARKING(174 STALLS)WEST PARKING(8 BUS STALLS)REFER TO 10 / C2.15 FOR DETAILEDVIEW OF FILTRATION PLANTINGSNATIVE SEED RSS WALLSNATIVE SEED RSS WALLNATIVE SEED RSS WALLSPATCH SOD AS REQUIRED FOR AREASDISTURBED BY TREE PLANTINGNORTH PARKING(483 STALLS)5AN2QBQB1IV8SL5AI5AM35IW7LG7AT9LS1012MBCR6EJ11LG8AM37SL6LC611RS5VA6SLMB10AI97CRAM33AM348EJIW55LC7SL15IVAT123AMTW41CO1CO4TRCV1SR3AN1MP2AN13SR1AN2MP1ANAS12AS2QEQB31QMQMQA4AS2MP4PL3JB10HB5HD76HBAM12QCQC1QM2AS35ASQB42QC2AMAS5AM3QM1PR3TR5PR5QM1QB3LL5QM2LL4PB6TW42QC5AF2PB2PR3QB3AS4QAQE3LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSLANDSCAPE ARCHITECTMINNESOTAL1.111" = 50'LJDLJD02/06/20191722705375302/06/2019LAURA J. DETZLERNORTHPLANLANDSCAPINGNOTES:LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)APPROXIMATE SOD LIMITSPROPOSED SEED MIX #1PROPOSED SEED MIX #2PROPOSED NATIVE SEEDINGPROPOSED SHRUB / MULCH BEDPROPERTY LINE1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELD, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROLREQUIREMENTS.3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORECONTRACTOR PROCEEDS WITH SODDING.4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED OR RECEIVE AGLIME SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NOADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING, REFER TO SPECIFICATION FORPROCEDURE.8. ALL TREES TO BE BALLED AND BURLAPPED.9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH,UNLESS OTHERWISE SPECIFIED.10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BEMATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGINBRANCHING NO LOWER THAN 6'.1C2.11TREESCOMMON NAME / BOTANICAL NAMECONTCALSIZEQTYAN Northwood Maple / Acer rubrum `Northwood` B&B 3" 12AM Green Mountain Sugar Maple / Acer saccharum `Green Mountain` TM B&B 3"9ASSienna Glen Maple / Acer x freemanii `Sienna`B&B 3"21CSNorthern Catalpa / Catalpa speciosaB&B 3"8COCommon Hackberry / Celtis occidentalisB&B 3"4CVThornless Cockspur Hawthorn / Crataegus crus-galli inermis TMB&B 3"4QAWhite Oak / Quercus albaB&B 3"11QBSwamp White Oak / Quercus bicolorB&B 3"17QENorthern Pin Oak / Quercus ellipsoidalisB&B 3"11QCHeritage Oak / Quercus macdanielli `Clemons` TMB&B 3"10QMBurr Oak / Quercus macrocarpaB&B 3"12TRRedmond American Linden / Tilia americana `Redmond`B&B 3"12CONIFEROUS TREESCOMMON NAME / BOTANICAL NAMECONTCALSIZEQTYAF Fraser Fir / Abies fraseri B&B 8` H 5LL Tamarack / Larix laricina B&B 8` H 9PB Black Hills Spruce / Picea glauca densata B&B 8` H 12PR Norway Pine / Pinus resinosa B&B 8` H 10TW White Cedar / Thuja occidentalis `White Cedar` B&B 8` H 8ORNAMENTAL TREESCOMMON NAME / BOTANICAL NAMECONTCALSIZEQTYMP Perfect Purple Crab Apple / Malus `Perfect Purple` B&B 2" 8SR Japanese Tree Lilac Clump / Syringa reticulata B&B 2" 6SHRUBSCOMMON NAME / BOTANICAL NAMECONTQTYAM3 Glossy Black Chokeberry / Aronia melanocarpa elata #5 19CR Red Twig Dogwood / Cornus sericea #5 13IW Winterberry / Ilex verticillata #5 12JB Blue Prince Juniper / Juniperus horizontalis `Blue Prince` #5 10PL Lemon Candy Dwarf Ninebark / Physocarpus opulifolius `Lemon Candy` #5 3VA American Cranberrybush / Viburnum trilobum #5 5PERENNIALS / ORNAMENTAL GRASSESCOMMON NAME / BOTANICAL NAMECONTQTYAI Swamp Milkweed / Asclepias incarnata #1 14AT Butterfly Milkweed / Asclepias tuberosa #1 21EJ Joe Pye Weed / Eupatorium maculatum #1 19HD Big Daddy Hosta / Hosta x `Big Daddy` #1 7HB Bridal Falls Hosta / Hosta x `Bridal Falls` #1 11IV Blue Flag / Iris versicolor #1 23LG Prairie Blazing Star / Liatris pycnostachya #1 20LC Cardinal Flower / Lobelia cardinalis #1 11LS Great Blue Lobelia / Lobelia siphilitica #1 10MB Wild Bergamot / Monarda fistulosa #1 22RS Sweet Black-eyed Susan / Rudbeckia subtomentosa #1 11SL Little Bluestem Grass / Schizachyrium scoparium #1 24PLANT SCHEDULE8C2.15Addendum #2 02/22/2019 16C2.155C2.156C2.157C2.159C2.15EXISTING SIGNIFICANT TREES TO BE REMOVED:INVENTORIED TREES = 6,675 CALIPER INCHESCALIPER INCHES REMOVED = 2,842PROPOSED TREE REPLACEMENT:DECIDUOUS TREES = 393 CALIPER INCHESCONIFEROUS TREES (8' HIGH = 2") = 88 CALIPER INCHESORNAMENTAL TREES = 28 CALIPER INCHESTOTAL = 509 CALIPER INCHES PROVIDED (1,089 REQUIRED)TREE INVENTORY INFORMATION:DENSE VEGETATION INVENTORIED = 5.51 ACRESDENSE VEGETATION NOT INVENTORIED = 11.46 ACRESTREE REPLACEMENT STATISTICS: 923 924924925925 925 925 925925925926926 926926 926926 9269269279279277 927927917918919920 920921 921922 922923924925926927928929 929930 930 931 931 932932 933933 933 93493526.926.926.827.4 ME26.926.927.427.427.427.427.427.427.427.3 ME27.427.427.427.426.926.926.926.927.427.427.427.426.927.123.425.625.225.726.423.024.424.926.826.826.125.626.025.425.625.124.024.824.824.426.925.025.425.925.926.626.724.425.223.323.726.226.125.825.725.125.524.624.024.526.526.430.029.632.633.019.6 ME28.3 ME27.227.426.826.026.126.525.827.327.226.926.926.7 ME25.026.226.624.725.225.516.3 ME15.5 ME15.5 ME16.6 ME23.5 ME23.8 ME24.2 ME23.3 ME19.7 ME10.9 ME13.1 ME22.7 ME23.3 ME24.8 ME25.4 ME25.3 ME24.5 ME23.5 ME23.2 ME22.8 ME23.3 ME23.9 ME24.7 ME28.5 ME27.1 ME25.0 ME25.0 ME26.126.2 ME26.9 ME26.8 ME25.9 ME25.9 ME25.625.826.925.325.826.625.925.326.026.325.626.025.724.927.2 ME25.926.5 ME25.7 ME25.4 ME24.7 ME25.2 ME30.6 ME32.0 ME30.4 ME29.8 ME29.6 ME29.5 ME29.4 ME29.1 ME26.627.127.227.126.425.926.326.125.423.823.420.021.723.831.528.832.632.126.027.124.630.625.727.2 ME26.726.7 ME26.5 ME25.435.9 ME32.6 ME30.6 ME26.6 ME26.6 ME26.6 ME19.6 ME19.6 ME29.6 ME29.5 ME29.2 ME29.0 ME29.3 ME29.5 ME29.1 ME28.9 ME29.8 ME28.8 ME28.5 ME29.7 ME16.6 ME16.2 ME19.7 ME19.7 ME19.7 ME19.319.118.818.429.5 ME32.9 ME33.0 ME33.1 ME33.2 ME33.0 ME33.2 ME33.2 ME33.2 ME32.7 ME33.2 MEPROPOSED FOOTBALL /LACROSSE FIELD(180' X 360')PROPOSED BUILDINGADDITION 'F'SOUTH PARKING(14 BUS STALLS)NATIVE SEED RSS WALLSNATIVE SEED RSS WALLSSTAGING AREA - TILL AS REQUIRED TO REMOVECOMPACTION. RETURN TO EXISTING GRADES.1COCV3QM1QA1QM1QE33QCAN3QA2QB14CS2QM3TRPB41QMCS21COQE2CS21QELANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSLANDSCAPE ARCHITECTMINNESOTAL1.121" = 50'LJDLJD02/06/20191722705375302/06/2019LAURA J. DETZLERSOUTHPLANLANDSCAPINGNOTES:LEGEND1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELD, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROLREQUIREMENTS.3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORECONTRACTOR PROCEEDS WITH SODDING.4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED OR RECEIVE AGLIME SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NOADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING, REFER TO SPECIFICATION FORPROCEDURE.8. ALL TREES TO BE BALLED AND BURLAPPED.9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH,UNLESS OTHERWISE SPECIFIED.10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BEMATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGINBRANCHING NO LOWER THAN 6'.TREESCOMMON NAME / BOTANICAL NAMECONTCALSIZEQTYAN Northwood Maple / Acer rubrum `Northwood` B&B 3" 12AM Green Mountain Sugar Maple / Acer saccharum `Green Mountain` TM B&B 3"9ASSienna Glen Maple / Acer x freemanii `Sienna`B&B 3"21CSNorthern Catalpa / Catalpa speciosaB&B 3"8COCommon Hackberry / Celtis occidentalisB&B 3"4CVThornless Cockspur Hawthorn / Crataegus crus-galli inermis TMB&B 3"4QAWhite Oak / Quercus albaB&B 3"11QBSwamp White Oak / Quercus bicolorB&B 3"17QENorthern Pin Oak / Quercus ellipsoidalisB&B 3"11QCHeritage Oak / Quercus macdanielli `Clemons` TMB&B 3"10QMBurr Oak / Quercus macrocarpaB&B 3"12TRRedmond American Linden / Tilia americana `Redmond`B&B 3"12CONIFEROUS TREESCOMMON NAME / BOTANICAL NAMECONTCALSIZEQTYAF Fraser Fir / Abies fraseri B&B 8` H 5LL Tamarack / Larix laricina B&B 8` H 9PB Black Hills Spruce / Picea glauca densata B&B 8` H 12PR Norway Pine / Pinus resinosa B&B 8` H 10TW White Cedar / Thuja occidentalis `White Cedar` B&B 8` H 8ORNAMENTAL TREESCOMMON NAME / BOTANICAL NAMECONTCALSIZEQTYMP Perfect Purple Crab Apple / Malus `Perfect Purple` B&B 2" 8SR Japanese Tree Lilac Clump / Syringa reticulata B&B 2" 6SHRUBSCOMMON NAME / BOTANICAL NAMECONTQTYAM3 Glossy Black Chokeberry / Aronia melanocarpa elata #5 19CR Red Twig Dogwood / Cornus sericea #5 13IW Winterberry / Ilex verticillata #5 12JB Blue Prince Juniper / Juniperus horizontalis `Blue Prince` #5 10PL Lemon Candy Dwarf Ninebark / Physocarpus opulifolius `Lemon Candy` #53VAAmerican Cranberrybush / Viburnum trilobum#55PERENNIALS / ORNAMENTAL GRASSESCOMMON NAME / BOTANICAL NAMECONTQTYAI Swamp Milkweed / Asclepias incarnata #1 14AT Butterfly Milkweed / Asclepias tuberosa #1 21EJ Joe Pye Weed / Eupatorium maculatum #1 19HD Big Daddy Hosta / Hosta x `Big Daddy` #1 7HB Bridal Falls Hosta / Hosta x `Bridal Falls` #1 11IV Blue Flag / Iris versicolor #1 23LG Prairie Blazing Star / Liatris pycnostachya #1 20LC Cardinal Flower / Lobelia cardinalis #1 11LS Great Blue Lobelia / Lobelia siphilitica #1 10MB Wild Bergamot / Monarda fistulosa #1 22RS Sweet Black-eyed Susan / Rudbeckia subtomentosa #1 11SL Little Bluestem Grass / Schizachyrium scoparium #1 24PLANT SCHEDULEREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)APPROXIMATE SOD LIMITSPROPOSED SEED MIX #1PROPOSED SEED MIX #2PROPOSED NATIVE SEEDINGPROPOSED SHRUB / MULCH BEDPROPERTY LINE1C2.118C2.15Addendum #2 02/22/2019 16C2.155C2.156C2.157C2.159C2.15 ENGINEERED FILL12"6"UNSUITABLE SOILTOPSOIL1'-0" (TYP)5'-0"11VARIESNOTE:BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILSENGINEER PRIOR TO PLACEMENT OF ANY FILL.4" SLABFINISH FLOORFINISH SUBGRADEFINISH GRADE (TURF)MINIMUM EXCAVATIONLIMITSFOOTINGSUITABLE SOILENGINEERED FILL8" STABILIZED AGGREGATE BASE (NO RECYCLED ASPHALT)6C2.11GRADING - BELOW GRADEBUILDING WALLSBUILDING PAD(ENGINEERED FILL)11FINISH GRADE (TURF AREAS)FINISH FLOORELEVATIONBACKFILL ATBELOW GRADEWALLSFOOTING (REFER TOSTRUCTURAL PLANS)FINISH FLOOR ELEVATIONREFER TO ARCHITECTURALPLANS FOR VERIFICATION INLOWER LEVEL FINISH FLOORELEVATIONS AND LOCATIONSOF VARIATIONS2'-0"30°0'0"6"MINIMUM 6" TOPSOIL6" TOPSOIL18" LOW PERMEABILITY CLAY SOILSC2.1176C2.11SAND SUBBASE/ DRAIN TILE ATDOORS & FROST FOOTED STOOPS5'-0"20'-0"5'-0"6'-0"4"NOTE: REFER TO GRADING AND DRAINAGEPLAN FOR LIMITS OF SAND SUB-BASEFINISH GRADEAT EDGE OF STOOPFINISH GRADEOF PAVEMENT ADJACENTTO FOOTED STOOPSTOOP FOOTINGREFER TO STRUCTURALDRAWINGS6" DRAIN TILE (WHERE INDICATEDON DRAWINGS) - EXTEND TOSTORM SEWER STRUCTUREWHERE INDICATED ONDRAWINGSSUBGRADE SOILSSAND SUBBASE5C2.116C2.13NOTE:ATTACH TRACER WIRE WITHBROWN STRIPE TO PIPE AT 3'O.C. WITH PLASTIC ZIP-TIES(OR APPROVED EQUAL).CLEANOUT ASSEMBLYMCDONALD 74M "A"SERIES CAST IRONMETER PIT FRAMEAND COVERFITTING HUB WITH 4"THREADED PLUG. APPLYTEFLON THREAD TAPE,OR APPROVED EQUAL,OVER THREADS.FINISH GRADELEAVE 24" OF EXCESSWIRE AT SURFACETRACER WIREMAINREFER TO PLAN15"11 12"4"24" DIA. x 8" THICK CONCRETESLABPOURED AROUND CASTING(FLUSH WITH PAVEMENT/TURFGRADE)12C2.11BACKWATER VALVEFLOWBACKWATER VALVESOLVENT WELD BACKWATERVALVE TO DRAINTILEPROVIDE FLEXIBLE JOINT -REFER TO SPECS6" DRAINTILECONNECT DRAINTILE TOSTRUCTURE AT ELEVATIONSHOWN ON THE DRAWING.GROUT SECURE TO STRUCTUREWALLMINIMIZE STUB THROUGH WALL.STUB ONLY AS REQUIREDTO ALLOW BACKWATER VALVETO BE CONNECTED TO DRAINTILEPROVIDE FLEXIBLEJOINT ATCONNECTION -REFER TO SPECSREFER TO PLAN FORSTRUCTURE TYPE10C2.11ROCK CONSTRUCTIONENTRANCENOTE: PROVIDE WHERE CONSTRUCTION TRAFFICENTERS OR EXITS THE CONSTRUCTION SITE6" MINIMUM THICKNESS50' MINIMUMAS REQUIREDEXISTING PAVEMENT TO REMAINPROPERTY/R.O.W. LINE2" TO 3" WASHED ROCKGEOTEXTILE FABRICC2.113SANITARY SEWER MANHOLE5"MIN.1'-4"4'-0"27"4'-0"16" O.C.BASES SHALL BE 8" INTEGRAL CAST, REINFORCED STANDARD PRECAST WITH 2" LEAN GROUT7"VARIABLE16" MAX.CLFLOWFLOWSLOPE @ 2 IN./FT.(TYP)COVER SHALL BE STAMPED"SANITARY SEWER"METAL SEWER CASTING - REFER TOPLAN FOR TYPEMIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING,AND ALONG OUTSIDE.PRECAST CONCRETE CONE SECTIONSTEPS ON DOWNSTREAM SIDERUBBER GASKET - TYPAT ALL JOINTSSLOPE AT 2 IN./FT. (TYP)RUBBER BOOT - REFER TO MNDOTSTANDARD PLATE NO. 4007CRUBBER BOOT - REFERTO MNDOT STANDARDPLATE NO. 4007CGROUT TO 1/2 PIPEINTEGRAL BASE SECTIONC2.1115STORM SEWER MANHOLEBASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH16" O.C.VARIABLE27"4'-0"VARIABLE5"MIN.COVER SHALL BE STAMPED"STORM SEWER"METAL SEWER CASTING - REFERTO PLAN FOR TYPEMIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING, ANDALONG OUTSIDE.PRECAST CONCRETE CONE SECTIONSTEPS ON DOWNSTREAM SIDERUBBER GASKET, TYP ALL JOINTSGROUT SHELF AND CHANNELSPROVIDE FLEXIBLE JOINTAT CONNECTION - REFER TO SPECSC2.1119CATCH BASINVARIESFLOWFLOW61"RIM ELEVATION"PRECAST COVER -8" THICKSTEPS - INSTALL ONDOWNSTREAM SIDE@ 16" O.C.RUBBER GASKET -TYP AT ALL JOINTSPRECAST CONCRETESECTIONGROUT SHELF ANDCHANNELSBASES SHALL BE 8"STANDARD PRECASTWITH 2" LEAN GROUT,OR POURED 8" SLABREINFORCED WITH6" x 6" 10/10 MESHPROVIDE FLEXIBLE JOINTAT CONNECTION -REFER TO SPECSSTORM SEWER PIPE- REFER TOPLAN FOR LOCATION, INVERT,AND SIZESMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE.METAL SEWER CASTING - REFERTO PLAN FOR TYPEC2.1120TEMPORARY DIVERSIONBERMPLAN VIEWSECTION A-AAADISTURBED EARTH2'MIN.24" MIN.2' MIN.UNDISTURBEDEARTHDISTURBED EARTH2:1 SLOPE ORFLATTER2:1 SLOPE OR FLATTERSILT FENCESILT FENCE21WHERE POSSIBLE, 10'UNDISTURBED EARTHUPHILL OF SILT FENCE1C2.11C2.114SEDIMENT CONTROL LOGFLOW24" MIN.2' O.C.MAX.FLOWFLOWSTAKE DETAILINSTALLATION DETAILSEDIMENT CONTROL LOGSTAKE TO BE PLACED AT TOEOF SLOPE, BOTH SIDESWOOD STAKEBOTTOM OF SWALEWOOD STAKE TOPENETRATE NETTINGMATERIAL ONLYSEDIMENT CONTROL LOGC2.112SILT FENCENORMAL USEPOSTS:(IF USED WITHOUTSUPPORT FENCE) WOOD2" SQ. (MIN)@ 4' (MAX)SPACING METAL0.95 lbs/lf (MIN.) @ 6'(MAX) SPACINGDIRECTION OFRUNOFF FLOWNOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITHHOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES5' MIN. LENGTH POST (METAL)4' MIN. LENGTH POST (WOOD)SILT FENCE FABRICOVERLAP FABRIC 6" ANDFASTEN @ 2' INTERVALSEXTEND WIRE MESH INTO TRENCHFABRIC ANCHORAGETRENCH BACKFILL WITHTAMPED NATURAL SOIL6" MIN.6" MIN.NATURAL SOIL24" MIN. BURY DEPTH (METAL)18" MIN BURY DEPTH (WOOD)30" MIN.METAL STAKE ORWOOD POSTOPTIONAL SUPPORTFENCE (WIRE MESH)1C2.11STRUCTURE WITH HOODEDOUTLET COVERVARIESREFER TO PLANSFLOWFLOWSUMP VARIESREFER TO PLANSPROVIDE FLEXIBLE JOINT(TYP.) - REFER TO SPECSPRECAST CONCRETESECTIONSIMILAR TORUBBER GASKET - TYPAT ALL JOINTSPROVIDE ANTI-SIPHONDEVICEPRECAST COVER -8" THICK"RIM ELEVATION"METAL SEWER CASTING -REFER TO PLANS FOR TYPEMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEEN RINGS,CASTING, AND ALONG OUTSIDE.HOODED OUTLET COVERINLET PIPES - ADJUSTOPENING IN STRUCTUREAS REQUIRED TO ALLOWADEQUATE SPACE FORHOODED OUTLET COVER.REFER TO PLANS FOR PIPESIZES AND ALIGNMENTBASES SHALL BE 8"STANDARD PRECASTWITH 2" LEAN GROUT, ORPOURED 8" SLABREINFORCED WITH 6" x 6"10/10 MESHC2.1120C2.1121TYPICAL SECTION THRUFILTRATION AREA3" DEPTH MIN. SHREDDEDWOOD MULCH (MnDOT TYPE 6)PLANTS WITH MULCHFILTRATION AREALIMITS AS SHOWN ON PLANGRASSROOT BALLOR POTFILTRATION SYSTEM SOILMIXTURE - SEE BELOWSEE NOTE 7 OF 19 / C1.71 FOR ENGINEERED SOIL MIXTURE6" DEPTHTOPSOILPLACE SEDIMENT LOG AT EDGE OF FILTRATION AREA - FULLPERIMETER , AND REMOVE ONCE ALL UPSLOPE AREAS AREFULLY STABILIZED (PERMANENT STABILIZATION)LANDSCAPINGEDGING (TYPICAL)FLAT BOTTOM11EXCAVATE TO SUBGRADEELEVATION WITH A TOOTHEDBUCKET BACKHOE. RIP SOILS 6"TO 9" TO REMOVE COMPACTIONUTILITY TRACERWIRE (TYPICAL)6" DRAIN TILE WITH 3" MIN. PEA ROCKSURROUNDING, WRAPPED IN GEOTEXTILE FABRIC- REFER TO PLAN FOR LOCATION AND INVERT6" MIN.30" MIN.13C2.11FILTRATION AREACONSTRUCTION NOTESFILTRATION AREA CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING:1. FILTRATION AREA LIMITS SHALL BE SURVEYED AND A VISUAL BARRIER, SUCH AS ORANGE SNOW FENCE, SHALL BEPLACED AROUND THE FULL PERIMETER TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILESOUT OF THE PROPOSED FILTRATION AREA. THE VISUAL BARRIER MUST BE INSTALLED BEFORE NEW CONSTRUCTIONBEGINS AND SHALL BE MAINTAINED THROUGH THE DURATION OF THE PROJECT.2. DELIVER SAMPLE MATERIALS ONSITE FOR PRIOR APPROVAL. PRIOR TO BEGINNING THE INSTALLATION, SUFFICIENTMATERIAL QUANTITIES SHALL BE ONSITE TO COMPLETE THE INSTALLATION AND STABILIZE EXPOSED SOIL AREASWITHOUT DELAY.3. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU OR TOPSOIL DURINGAND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED.4. INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORKFOR PERIODS OF DRY WEATHER. DO NOT WORK IF SOIL CONDITIONS ARE WET. EXCAVATION, SOIL PLACEMENT ANDRAPID STABILIZATION OF PERIMETER SLOPES WITH TURF SOD MUST COMPLETED BEFORE THE NEXT PRECIPITATIONEVENT. TURF SOD PLACED IN FLOW PATHS SHALL BE SECURED WITH AT LEAST 6 STAKES PER SQUARE YARD. PLACESTAKES ALONG UPHILL SEAM EDGES TO PREVENT UNDERMINING FLOWS UNTIL SOD ROOTS ESTABLISH.5. DO NOT LEAVE STORMWATER AREAS AND / OR PERIMETER SLOPES EXPOSED OVERNIGHT. SECURE THE SITE FROM RISKOF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERTSTORMWATER AWAY FROM THE WORK AREA AND TEMPORARILY COVER OF ALL EXPOSED SOILS WITH FILTER FABRICOR IMPERMEABLE SHEETING.6. FIELD OBSERVATION OF EXCAVATION AND SOIL PLACEMENT IS REQUIRED. NOTIFY GEOTECHNICAL ENGINEER PRIOR TODIGGING. USE BACKHOE WITH TOOTH BUCKET FOR CELL EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS.(DO NOT USE SKID STEER FOR EXCAVATION WITHIN THE CELL) USE TOOTH BUCKET TO SCARIFY (RIP) UNDERLYINGSOILS 6" TO 9" DEEP TO REMOVE COMPACTION. GENTLY MIX THE FIRST LIFT OF ENGINEERED SOILS WITH THE LOOSENEDUNDERLYING SOILS TO AVOID STRATIFICATION AND PROMOTE PERMEABILITY. USE EXCAVATOR BUCKET TO PLACEMATERIALS. CONSTRUCTION EQUIPMENT SHALL NOT BE ALLOWED INTO THE STORMWATER AREAS. LEVELING ANDFINAL GRADING WITHIN THE CELL MUST BE COMPLETED BY HAND.7. FILTRATION AREA SOIL MIX SHALL BE MINNESOTA STORMWATER MANUAL 4.1.2 MIX B: ENHANCED FILTRATION BLEND(WELL BLENDED MIXTURE OF 70% ASTM C-33 COARSE WASHED SAND (MN/DOT 3126) AND 30% MN/DOT 3890 GRADE 2LEAF LITTER COMPOST. THE MATERIAL SUPPLIER SHALL PROVIDE DOCUMENTATION THAT THE COMPOST HAS BEENSAMPLED AND TESTED AS REQUIRED BY THE SEAL OF TESTING ASSURANCE (STA) PROGRAM OF THE UNITED STATESCOMPOSTING COUNCIL (USCC) AND A GRADATION SIEVE ANALYSIS FOR THE WASHED SAND. THE ENGINEERED SOILSHALL NOT CONTAIN ANY TOPSOIL OR FILTER AGGREGATE WITH FINES.8. INSTALL PLANTINGS BY HAND.9. INSTALLED SOD AND PLANTINGS REQUIRE A TOTAL OF 1" OF WATER PER WEEK AND ACTIVE WEED MANAGEMENT UNTILWELL ESTABLISHED. WATERING COSTS ARE CONSIDERED INCIDENTAL TO SOD AND PLANTING INSTALLATION.CONSTRUCT A TEMPORARY IRRIGATION SYSTEM, CONSISTING OF ABOVE GROUND HEADS, PIPING, VALVES, ETC., FORWATERING UNTIL VEGETATION IS ESTABLISHED. DO NOT USE A WATER TRUCK AS THE FORCE OF THE WATER WILLADVERSELY AFFECT THE STORMWATER AREA SOILS.10. REMOVAL OF ACCUMULATED SEDIMENT AND DEBRIS SHALL BE DONE BY HAND OR, IF SELF-PROPELLED EQUIPMENT ISREQUIRED, FROM OUTSIDE THE PERIMETER OF THE FILTRATION AREAS.C2.1114GATE VALVE BOX8"AS REQUIREDADJUST TOP TO 1/2" BELOW FINISHED PAVEMENTGRADE OR 1" BELOW FINISHED TURF GRADE.SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT.COVER SHALL BESTAMPED WITH "WATER"FINISH GRADEVALVE BOXGATE VALVEREFER TO DRAWINGSFOR SIZESWATERMAINCONCRETE THRUST BLOCK16C2.11FIRE HYDRANT8'-0" MINIMUM3'-0"8'-0" MIN. COVERHYDRANT MARKERHYDRANT, HEIGHT VARIESFINISHGRADETRAFFIC FLANGE2" ABOVE GRADEREFER TO DETAIL4" x 4"VERTICALBLOCK4" x 4" THRUSTBLOCK1 CU. YD. GRAVEL 3/4"+ COVERWITH POLYETHLENETEE6" D.I.P. LEADMECH. JOINTS6" GATE VALVE8" CONCRETETHRUST BLOCKS2-3/4" TIE RODSC2.1116C2.1117WATERMAIN OFFSETPROPOSED / EXISTING SEWER- REFER TO PLAN FOR SIZESAND LOCATIONSONE LENGTH OFPROPOSED WATERMAINPIPE CENTERED ATCROSSINGTRANSITION TO SPECIFIED DEPTH (TYP).INSTALL VERTICAL BENDS AS REQUIRED18" MIN.WATERMAIN SHALLHAVE 8' MINIMUM COVER45 ° BEND (TYP)RESTRAINT AT EVERYJOINT17BC2.11THRUST BLOCKBENDCROSSTEE45° BENDWYENOTES:1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.2. KEEP CONCRETE CLEAR OF PIPE JOINTS, NUTS AND BOLTS.3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATEDABOVE, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) ANDALLOWABLE SOIL BEARING STRESS(ES).4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKEPRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN THIS STANDARDDETAIL.5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLESOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARINGAREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THEFOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARINGSTRESS) X (TABLE VALUE).PLUGGED CROSSPLUGGED CROSSPLUGGED TEEPLUG OR CAPNOMINALFITTING SIZE(INCHES)TEE, WYE,PLUG, ORCAP90° BEND,PLUGGEDCROSSTEE PLUGGEDON RUNA1 A245°BEND22.5°BEND11.25°BEND41.0 1.4 1.9 1.4 1.0 - -6 2.1 3.0 4.3 3.0 1.6 1.0 -105.9 8.4 11.8 8.4 4.6 2.6 1.2128.5 12.0 17.0 12.0 6.6 3.4 1.71411.5 16.3 23.0 16.3 8.9 4.6 2.31615.0 21.3 30.0 21.3 11.6 6.0 3.01819.0 27.0 38.0 27.0 14.6 7.6 3.62023.5 33.3 47.0 33.3 18.1 9.4 4.72434.0 48.0 68.0 48.0 26.2 13.6 6.883.8 5.3 7.6 5.4 2.9 1.5 1.01/4" PLYWOODOVER FACEOF BOLTSA1A2UNDISTURBED SIDE OF TRENCH (TYP.)BEDDING MATERIAL (TYP.)18C2.11RCP FLARED END SECTION(FES)PIPE SIZE21" & LESS24" TO 36"42" TO 54"60" & GREATER"U" BOLT DIA.1/2"5/8"3/4"1"WIDTH24"24"24"24""U" BOLT REQUIREMENTSNOTES:2 - "U" BOLT FASTENERS TO BE INSTALLED ACROSS EACHJOINT, ONE EACH SIDE OF PIPE AT 60° FROM THE TOP OFTHE PIPE. FASTEN FIRST THREE JOINTS AS SHOWN.CONCRETE PIPE TIES ("U" BOLTS)TRASH GUARD WITH 5/8" DIA.RODS AT 6" ON CENTER.FASTEN TO FES WITH 3HOT DIPPED GALV. CLIPSRIPRAP - REFERTO DETAILC2.1123C2.1122RIPRAP - FLARED ENDSECTIOND515D2'-0"D5D12"PLANSECTION A - ASECTION B - B12"18"BBAACLASS III RIPRAPGEOTEXTILE FABRICPLAN FINISH GRADECLASS III RIPRAPGEOTEXTILE FABRICPLAN FINISH GRADEFABRIC SHALL COVER THE AREAOF THE RIPRAP AND EXTENDUNDER THE CULVERT APRON 3'C2.11238C2.11CLASS B PIPE BEDDINGCITY STANDARD PLATE 40059C2.11CLASS C PIPE BEDDINGCITY STANDARD PLATE 4005LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC2.11NOT TO SCALEDARMET02/06/20191722704018002/06/2019DAVID A. REYDETAILSSITEAddendum #2 02/22/20191FINGER DRAIN3"3"3"CURB AND GUTTERBITUMINOUS PAVEMENT SECTIONREFER TO DETAIL6"3" MINIMUMUNDER TILEWRAP TRENCH AND PEAROCKWITH GEOTEXTILE FABRICPEA ROCK AROUND TILE6" DRAIN TILE - LENGTH OF INDIVIDUALFINGER DRAIN SHALL BE 30' MINIMUMUNLESS NOTED OTHERWISE.11C2.111C2.1310C2.1311C2.132C2.1312C2.13RETAINING WALL AND FENCEVARIESGEOSYNTHETIC REINFORCEMENTWALL BASE5'-0" MINIMUMEXCAVATION4'-0"18" MAX.CHAIN LINKFENCEDRAINTILE - CONNECTTO STORM SEWER(REFER TO UTILITY PLAN)6" MINIMUMCOMPACTEDAGGREGATE BASEFREE DRAININGAGGREGATESLOPE VARIESCAP BLOCK - MAX. ELEVATIONCHANGE AT TOP OF WALL IS4" - DOUBLE STACK CAPBLOCKS AS NECESSARYBLOCK UNITSFENCE POST FOUNDATION SYSTEMREFER TO SPECS - COORDINATELOCATION WITH FENCING CONTRACTOR24C2.11C2.1318 1C2.12REINFORCED SOIL SLOPEMn/DOT STANDARD PLAN 5-297.6462C2.12REINFORCED SOIL SLOPE DETAILSMn/DOT STANDARD PLAN 5-297.6493C2.12REINFORCED SOIL SLOPE SECTIONSMn/DOT STANDARD PLAN 5-297.6484C2.12STORMWATER TRENCH AND PRETREATMENT STRUCTURESTRUCTURELANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC2.12NOT TO SCALEDARMET02/06/20191722704018002/06/2019DAVID A. REYDETAILSSITE CURB TRANSITIONSURMOUNTABLE TO B-61210' TRANSITIONPROVIDE EXPANSIONJOINT AT ENDSOF TRANSITION (TYP.)4C2.131C2.132C2.13CONCRETE WALK1"NOTES:1) PROVIDE WIRE MESH REINFORCEMENT IN PANELS WITH DIMENSIONS TOJOINTS GREATER THAN 6' - REINFORCEMENT SHALL BE UNIFORMLYSUSPENDED 2" BELOW CONCRETE FINISH GRADE.2) PROVIDE EXPANSION JOINT AND CAULK SEALANT AT ALL WALK,BUILDING, AND STOOP JOINTS. REFER TO SPECS.WALK WIDTH ASLABELED ON PLANBITUMINOUS PAVEMENTCONCRETE CURB AND GUTTERWALK FLUSH WITH TOP OF CURB AND PROVIDETOOLED EDGE (WITH EXPANSION JOINT)5" CONCRETE WALKMIN. 4" SAND BASE OR STABILIZEDAGGREGATE BASE THICKENED TOBOTTOM OF CURB WHERE APPLICABLETYPICAL AT ALLGRASS AREASPREPARED SUBGRADEPROVIDE 2% CROSS SLOPE (MAX.)REFER TO GRADING PLAN FORDIRECTION12"MIN. 4"DEPTH6C2.13C2.1311C2.1310C2.131CONCRETE SLAB36"12"8"CAULK AT SURFACE6" STABILIZED AGGREGATE BASE TO BEPLACED BY PAVING CONTRACTORSTRUCTURE8" CONCRETE SLAB6" (MIN.) STABILIZED AGGREGATEBASE TO BE PLACED BY PAVINGCONTRACTORTHICKENED SLAB AT ALL SIDESNOT ADJACENT TO BUILDINGPREPARED SUBGRADECONCRETE FLUSH WITHBITUMINOUS PAVEMENTEXPANSION JOINT7C2.1311C2.134PLAN VIEW OF PERPENDICULAR RAMPDOME SPACINGDOME SECTION3221NOTES:SECTION A-AELEVATION OF RAMPPEDESTRIAN CURB RAMP3'-8"2CONCRETEWALK3'-8"A4'-0"MIN.4'-0"MIN4'-0" MIN4'-0" UNLESSOTHERWISE NOTEDON PLAN5'-8"5'-8"2'-0"436'-0"(6" CURB4'-0"(4" CURB)CONCRETE WALKA6'-3" (6" CURB)4'-2" (4" CURB)4'-0" UNLESSOTHERWISE NOTEDON PLAN6'-3" (6" CURB)4'-2" (4" CURB)16'-0" (6" CURB)4'-0" (4" CURB)4'-0"7/8" - 1-7/16"1/5"50%-60% OF BASEDIAMETER5/8" MIN.2'-0"5/8" MIN.15/16" (TYP.)1 5/8" - 2 3/8"1 5/8" - 2 3/8"15/16" (TYP.)6'-3"(6" CURB & 0.08 FT./FT. SLOPE)4'-2"(4" CURB & 0.08 FT./FT. SLOPE)4'-0"6'-3"(6" CURB & 0.08 FT./FT. SLOPE)4'-2"(4" CURB & 0.08 FT./FT. SLOPE)1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.PROVIDE A PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELYFLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIANRAMP.6" TO 8" IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/ TRUNCATED DOMEAREA FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS AT THEBACK OF CURB.ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL ANDSHALL EXTEND THE FULL WIDTH (4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH(TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKINGSURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY,WHITE, OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRETRUNCATED DOME AREA SHALL BE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHTYELLOW) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR.DISTURBED MINIMUMOUTER LIMITS OFCONCRETE WALKBACK OF CURBFRONT FACEOF CURBROUND ALL SLOPEDINTERSECTIONS0.08 FT./FT. SLOPE OF FLARED SIDECURB OR, CURBAND GUTTER0.083 FT./FT. OR FLATTER0.02 FT./FT. MAXDOME (TYP)6"9C2.136C2.13D-412 CURB & GUTTER12"6"6"R12"4"7"AGGREGATE BASE TO BEPLACED BY PAVINGCONTRACTOR (4" MIN.)12"NOTE:1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OFADJACENT PAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE.12SLOPE 34" PER FOOT TOWARDSPAVEMENT ON HIGH SIDE OFLOT/DRIVE (TIP OUT) - SLOPE 34"PER FOOT TOWARDS BACK OFCURB FACE ON LOW SIDE OFLOT/DRIVE (TIP BACK)FACE OF CURBC2.132B-612 CURB AND GUTTERNOTE:1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENTPAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE.2. AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1" BELOW GUTTER GRADE. SLOPEGUTTER 5' EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS.12"6"7 1/2"13 1/2"6"12"12AGGREGATE BASE TO BEPLACED BY PAVINGCONTRACTOR (4" MIN.)7"FACE OF CURB12" RADIUS3" RADIUSSLOPE 34" PER FOOT TOWARDSPAVEMENT ON HIGH SIDE OFLOT/DRIVE (TIP OUT) - SLOPE 34" PERFOOT TOWARDS BACK OF CURB FACEON LOW SIDE OF LOT/DRIVE (TIP BACK)12" RADIUS1:3 BATTERC2.131ACCESSIBLE PARKING SIGNAND POST WITH BOLLARDNOTE:SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACEOR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL.2"3'-6"3'-0"12"18"SIGN: WHITE LEGEND AND BORDER ON BLUE BACKGROUND FULLY REFLECTORIZEDCL1'-6"1'-0"POST TOPMETAL SIGN ACCORDING TOMN STATE STATUTE 169.346"VAN-ACCESSIBLE" LABELING (MNMUTCDR7-8b) PROVIDE AT ONE STALL3 1/2" FLANGED CHANNELSIGN POST PER Mn/DOT 34015" O.D. STEEL PIPE BOLLARD WITH TWO COATSSIGN ENAMEL (COLOR TO BE APPROVED BYOWNER). FILL ANNULAR SPACE WITH GROUT.10° SLOPECONCRETE(MN/DOT 3A32OR EQUAL)60" - 66"C2.1313MEDIUM DUTY BITUMINOUSPAVEMENT11.5"1.5" BITUMINOUS WEAR COURSETACK COAT2" BITUMINOUS BINDER COURSE8" AGGREGATE BASE COURSE12" SUBGRADE PREPARATIONC2.13106"6"12"12"12'-0" TAPERB-612 CURB TERMINATORSLOPE TOP OF CURB DOWN TO GUTTER5C2.131C2.13LAKE VALENTINE ROADBITUMINOUS PAVEMENT13"1.5" 2331 TYPE 41A BITUMINOUS WEAR COURSETACK COAT2" 2331 TYPE 31B BITUMINOUS BASE COURSE8" CLASS 5A AGGREGATE BASE12" SUBGRADE PREPARATION1.5" 2331 TYPE 41b BITUMINOUS BINDER COURSE12" SAND SUBBASETACK COAT12C2.13B-618 CURB AND GUTTERNOTE: DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCHDIRECTION OF ADJACENT PAVEMENT SLOPE.12"6"7 12"1'-1 12"6"18"12AGGREGATE BASE TOBE PLACED BY PAVINGCONTRACTOR (4" MIN.)FACE OF CURB1:3 BATTER3" RADIUS12" RADIUSSLOPE 34" PER FOOT TOWARDSPAVEMENT ON HIGH SIDE OFLOT/DRIVE (TIP OUT) - SLOPE 34"PER FOOT TOWARDS BACK OFCURB FACE ON LOW SIDE OFLOT/DRIVE (TIP BACK)12" RADIUSC2.133TRAFFIC SIGN AND POSTWITH BOLLARD2"7'-0" - VERIFYWITH LOCAL CODE3'-0"1'-6"POST TOPREFER TO PLANFOR MESSAGEMETAL SIGN5" O.D. STEEL PIPE WITH TWO COATSSIGN ENAMEL (COLOR TO BEAPPROVED BY OWNER). FILLANNULAR SPACE WITH GROUT.3 1/2" FLANGED CHANNELSIGN POST PER Mn/DOT 340110° SLOPECONCRETE(MN/DOT 3A32OR EQUAL)3'-6"1'-0"C2.1315TRAFFIC SIGN AND POSTWITH BREAKAWAY SIGN BASE2"7'-0" - VERIFYWITH LOCAL CODEPOST TOPREFER TO PLANFOR MESSAGEMETAL SIGN2" x 2" 12 GAUGE SQUAREPOST PER Mn/DOT 3402BREAKAWAY SIGN BASE BOLTED TO CONCRETESURFACE - REFER TO SPECIFICATIONSC2.1316TRAFFIC SIGN AND POST INGRASS2"7'-0" - VERIFYWITH LOCAL CODE2'-6"POST TOPREFER TO PLANFOR MESSAGEMETAL SIGN3 1/2" FLANGED CHANNELSIGN POST PER Mn/DOT 3401C2.1317CHAIN LINK FENCEREFER TO PLAN FOR HEIGHTNOTES:1. END, CORNER, AND PULL POSTS SHALL BE 4".LINE POSTS SHALL BE 2 1/2".2. ALL FENCING SHALL RECEIVE 2" x 2" #9GAUGE FABRIC UNLESS NOTED OTHERWISE.3. LINE POSTS MAY BE AIR DRIVEN.4. POST SPACING SHALL NOT EXCEED 10' O.C.5. BOTTOM RAIL SHALL BE PLACED NO MORETHAN 2" ABOVE FINISH GRADE.6"1 5/8" TOP RAILCHAIN LINK FENCE1 5/8" BOTTOM RAILFINISH GRADECONCRETE MAINTENANCE STRIP(UNLESS OTHERWISE NOTED)CONCRETE FOOTING 12" x 48"FOR END, CORNER, ANDPULL POSTS18C2.1320C2.13CONCRETE MAINTENANCESTRIP1'-3"4"3"2"PLANSECTION1/2" RADIUS(TYPICAL)FINISH GRADE AT MAINTENANCE STRIPSHALL BE 1" ABOVE SOD AND FLUSH WITHCONCRETE WALK WHERE APPLICABLE.(2) #4 REBAR1" DEPTH TOOLED CONSTRUCTION JOINTTOPSOIL 1" BELOW CONCRETECOMPACTED SUBGRADETOOLED CONSTRUCTION JOINT SHALL BE CUTTO 1"DEPTH AND SHALL OCCUR AT EACH POSTAND AT MIDPOINT BETWEEN POSTSPOST(2) #4 REBAR20C2.136C2.13ACCESSIBLE PARKING SIGNPOST WITH BREAKAWAY BASE2"60"-66" TO BOTTOM OF SIGN12"18"SIGN: WHITE LEGEND AND BORDER ON BLUE BACKGROUND FULLY REFLECTORIZEDPOST TOPMETAL SIGN ACCORDINGTO MN STATE STATUTE169.3462" X 2" 12 GAUGE SQUAREPOST PER Mn/DOT 3402PROVIDE "VAN-ACCESSIBLE"LABELING (MNMUTCD R7-8b)PROVIDE AT ONE STALLNOTE:SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACEOR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL.BREAKAWAY SIGN BASE BOLTED TO CONCRETESURFACE - REFER TO SPECIFICATIONSC2.1314DECORATIVE METAL FENCE112" x 1716" RIBBED CHANNEL RAILPICKET #1WM463" TYPICAL512"7'-8"4'-0"FINISH GRADE4'-0"19C2.13C2.13208C2.13DRIVEWAY APRONCITY STANDARD PLATE 2002CONCRETE STAIRS ATRETAINING WALLEXPANSION JOINTHANDRAIL CENTEREDON 6" CURBSTAIR NOSINGREFER TO SPECSEXPANSION JOINTTURFALL HANDRAIL PIPE SHALLBE 1-1/2" O.D. STD. PIPEWELD AND GRIND SMOOTH JOINTSSTAIR NOSING (TYPICAL) REFER TO SPECSTREAD REINFORCEMENT #3REBAR @ 16" O.C.SLOPE DOWN @ 1/4" PER TREADCOARSE BROOM FINISH#4 REBAR @ 3"FROM BOTTOM ANDEDGE OF FOOTING#4 REBAR @ 16" O.C.PREPARED SUBGRADE8" SAND BASE#4 CONTINUOUSREBAR (TYPICAL)EACH WAYCAST SLEEVE TORECIEVE HANDRAIL#4 REBAR (TYPICAL)EXPANSION JOINTCONTINUOUS NOSING BAR2'-0"16"534"6"2'-0"1'-0"34" STAIRSETBACK2'-0"SECTION A-A1'-4"1'-6"1'-0"TURFTURF6" CURB FLUSHWITH TOP OF STEPS6" CURB FLUSHWITH TOP OF STEPSPLAN VIEWAA21C2.13C2.136C2.136C2.1124C2.1124CONCRETE VALLEY GUTTER5 12"7"2'-0"1'-0"CONCRETE VALLEYGUTTERMIN. 6" AGGREGATE BASECOURSE TO BE PLACEDBY PAVING CONTRACTOR22C2.1312C2.13LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC2.13NOT TO SCALEDARMET02/06/20191722704018002/06/2019DAVID A. REYDETAILSSITEAddendum #2 02/22/20191HEAVY DUTY PAVEMENT14"2"2"PAVEMENT EDGE ASSHOWN ON PLANTYPICAL EDGE TREATMENTWITHOUT CURB AND GUTTER1.5" BITUMINOUS WEAR COURSETACK COAT2.5" BITUMINOUS BINDER COURSE10" AGGREGATE BASE COURSE12" SUBGRADE PREPARATIONC2.1311TYPICAL SECTION THROUGHMEDIANEXPANSION JOINT5'-0"12C2.137C2.132C2.13C2.1323 LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC2.14NOT TO SCALEDARMET02/06/20191722704018002/06/2019DAVID A. REYDETAILSSITEAddendum #2 02/22/201911C2.14MnDOT PEDESTRIAN CURB RAMP 1STANDARD PLAN 5-297.2502C2.14MnDOT PEDESTRIAN CURB RAMP 2STANDARD PLAN 5-297.2503C2.14MnDOT PEDESTRIAN CURB RAMP 3STANDARD PLAN 5-297.2504C2.14MnDOT PEDESTRIAN CURB RAMP 4STANDARD PLAN 5-297.250 911911911912912913913914914914915691191211.811.2 ME11.7 ME12.3 ME16.615.414.114.715.8781.9 ME13.212.2 ME12.2 ME12.3 ME12.8 ME12.8 ME12.4 ME12.412.412.412.412.412.412.6 ME12.6 ME13.3 ME13.7 ME13.8 ME13.7 ME13.3 ME14.013.813.613.814.013.814.113.914.214.0 ME14.814.113.9 ME11.7 ME12.7 ME13.6 ME13.612.75.415.415.111.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.012.212.312.112.212.312.212.812.712.712.612.412.311.611.211.109.0 ME09.4 ME09.8 ME09.1 ME11.9 EOF16.9BUS PARKING(29 BUS STALLS)LG55AN2QBQB1IV8SL5AI5AM35IW7LG7AT9LS1012MBCR6EJ11LG8AM37SL6LC611RS5VA6SLMB10AI97CRAM33AM348EJIW55LC7SL15IVAT12AM1FIELD MARKING PINSINSTALL AT CORNERS OF ALL FIELDS ANDAT OUTFIELD FOUL LINES OF SOFTBALL FIELDSPINS SHALL BE INSTALLED BY A REGISTEREDLAND SURVEYOR6"1'-6"FINISH GRADE OF FIELD3/4" DIAM. REBARC2.1541'-0"MIN1'-0"MIN2.5 X BALL DIA. MIN.DECIDUOUS TREESET TREE WITH ROOT COLLAR ATFINISH GRADE - ADJUST TREE ASREQUIRED SO THAT ROOT COLLARSTANDS LEVEL TO OR SLIGHTLYABOVE FINISHED GRADESHREDDED HARDWOOD MULCH(4" MIN DEPTH)PLANTING SOIL (MIN. DIMENSIONSHOWN)SOIL SAUCER: USED PREPAREDSOIL (4" MIN.)ROPES AT TOP OF BALL SHALL BECUT. REMOVE TOP 1/3 OF BURLAP.NON-BIODEGRADABLE MATERIALSHALL BE TOTALLY REMOVED.PREPARED SUBSOIL TO FORMPEDESTAL TO PREVENT SETTLING.C2.156SHRUB2 X BALL DIA. MIN.9"(MIN.)9"(MIN.)4" SHREDDED HARDWOOD MULCHEDGING (5 STAKES PER 20'LENGTH MINIMUM) ANDWEED BARRIERROOT BALL OR POTPLANTING SOIL (MIN.DIMENSION SHOWN)UNDISTURBED SOIL ORCOMPACTED SUBGRADEC2.157SHRUB BED EDGING6" MIN.FINISH GRADETOPSOILEDGINGFINISH GRADELANDSCAPE ROCKCOMPACTED SUBGRADEGEOTEXTILE WEED BARRIER -WRAP SIDES, TYPICAL8C2.15GROUNDCOVER ANDPERENNIALS6"EQUALEQUALPLANSECTION12"PLANTER EDGEALL GROUND COVER AND ANNUALSSHALL BE PLANTED AT EQUALTRIANGULAR SPACING AS INDICATEDON LANDSCAPE PLAN.LANDSCAPE ROCKCULTIVATE TO A 12" DEPTHAND AMEND PER SPECIFICATIONSTO FORM PREPARED PLANTING MIXC2.159CONIFEROUS TREE6"1'-0"MIN1'-0"MIN2.5 X BALL DIA. MIN.SET TREE AT FINISH GRADESHREDDED HARDWOOD MULCH(4" MIN. DEPTH)PLANTING SOIL (MIN. DIMENSIONSHOWN)SOIL SAUCER: USED PREPAREDSOIL (4" MIN.)ROPES AT TOP OF BALL SHALL BECUT. REMOVE TOP 1/3 OF BURLAP.NON-BIODEGRADABLE MATERIALSHALL BE TOTALLY REMOVED.PREPARED SUBSOIL TO FORMPEDESTAL TO PREVENT SETTLING.5C2.15LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC2.15NOT TO SCALEDARMET02/06/20191722704018002/06/2019DAVID A. REYDETAILSSITE10C2.15FILTRATION AREA PLANTINGS DETAILED VIEW1" = 20'Addendum #2 02/22/201914'-0""RIM" ELEVATION = 911.501'-0"SUMPSTORM SEWER PIPE-REFER TO UTILITY PLANSFOR PIPE LENGTHSAND SLOPESPROVIDEFLEXIBLE JOINT -REFER TO SPECS12" PIPE OUTINV. = 907.30OUTLET CONTROLSTRUCTURE (OCS 1)SECTIONPLAN1-1/4"GRATE DETAIL4' INSIDEDIAM.PROVIDE 6-1/2" SSANCHOR BOLTSW/CLIPS1 1/2" x3/8"OUTER RING1 1/2"x3/8" STEELBARS @4" O.C.MAX EACH WAY1/4"x1/4" STEEL BAR,WELD TOEACH MEMBERHOT-DIPPED GALVANIZEDGRATE IN 2 SECTIONSBASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESHPRECAST CONCRETESECTIONPROVIDEFLEXIBLE JOINT -REFER TO SPECS4'-0""RIM" ELEVATION = 911.501'-0"SUMPPROVIDEFLEXIBLE JOINT -REFER TO SPECS12" PIPE OUTINV. = 907.30BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESHPRECAST CONCRETESECTIONPROVIDE FLEXIBLE JOINTAT CONNECTION - REFERTO SPECS12" PIPE OUTINV. = 907.306" DT ININV. = 907.50PROVIDE FLEXIBLEJOINT AT CONNECTION -REFER TO SPECS6" DT ININV. = 907.506" DT ININV. = 907.506" DT ININV. = 907.5011C2.15PEDESTRIAN CROSSWALKFLASHER SYSTEM24" X 12" W16-7PRSTATIC SIGNALUMINUM POLE CAPBACK TO BACK 30"W11-2 STATIC SIGNSBACK TO BACKRRFB LIGHT BARS24" X 12" W16-7PLSTATIC SIGNRADIO ANTENNAALUMINUM CONTROL CABINET(MUST BE MOUNTED SO ANTENNASIGNAL IS NOT OBSTRUCTED FORPROPER RADIO RECEPTION)YELLOW PUSH BUTTON KIT4-1/2" O.D. ALUMINUMPOLE PACKAGENOTES:1) ALL DIMENSIONS ARE FOR REFERENCE ONLY.2) CONTROL CABINET HEIGHT MAY VARY.3) SNAP LOCKS ARE PROVIDED, STANDARD 34" S/SBANDING IS RECOMMENDED.4) J-BOLTS NOT SHOWN.5) PROVIDE DETECTION SENSOR, FLIR TRAFIONE195 OR APPROVED EQUAL, PER SPECIFICATIONSC2.1512Addendum #3 02/26/2019 25'-0"STORM SEWER PIPE-REFER TO UTILITY PLANSFOR PIPE LENGTHSAND SLOPESOUTLET CONTROLSTRUCTURE (OCS 2)SECTIONPLAN1-1/4"GRATE DETAIL5' INSIDEDIAM.PROVIDE 6-1/2" SSANCHOR BOLTSW/CLIPS1 1/2" x3/8"OUTER RING1 1/2"x3/8" STEELBARS @4" O.C.MAX EACH WAY1/4"x1/4" STEEL BAR,WELD TOEACH MEMBERHOT-DIPPED GALVANIZEDGRATE IN 2 SECTIONSBASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESHPRECAST CONCRETESECTIONPROVIDEFLEXIBLE JOINT -REFER TO SPECS5-0""RIM" ELEVATION = 906.60BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESHPRECAST CONCRETESECTIONPROVIDEFLEXIBLE JOINT -REFER TO SPECS6" ORIFICEINV. = 903.50PROVIDE FLEXIBLE JOINTAT CONNECTION - REFERTO SPECS15" PIPE ININV. = 903.5015" PIPE OUTINV. = 903.506" ORIFICE INV. = 903.50WEIR CREST INV. = 905.20CONCRETE BAFFLE WITH #4REBAR 12" O.C. BOTH WAYSDOWELED INTO SIDE WALLSOF INSIDE OF STRUCTUREAND BOTTOM SLAB. WEIRWALL SHALL BE CAST INFIELD BY CONTRACTOR.CONCRETE BAFFLE WITH #4REBAR 12" O.C. BOTH WAYSDOWELED INTO SIDE WALLSOF INSIDE OF STRUCTUREAND BOTTOM SLAB. WEIRWALL SHALL BE CAST INFIELD BY CONTRACTOR.WEIR CRESTINV. = 905.20HWL = 906.6315" PIPE ININV. = 903.50WEIR CRESTINV. = 905.2015" PIPE OUTINV. = 903.50PROVIDEFLEXIBLE JOINT -REFER TO SPECS15" PIPE OUTINV. = 903.501' SUMP"RIM" ELEVATION = 906.60HWL = 906.6315" PIPE ININV. = 903.506" ORIFICEINV. = 903.501' SUMP1C2.152C2.15NOT USED3C2.15NOT USED LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC2.16NOT TO SCALEDARMET02/06/20191722704018002/06/2019DAVID A. REYDETAILSSITE2C2.16MnDOT PEDESTRIAN CURB RAMP 6STANDARD PLAN 5-297.2501C2.16MnDOT PEDESTRIAN CURB RAMP 5STANDARD PLAN 5-297.2503C2.16MnDOT CONCRETE APPROACH NOSE DETAILSTANDARD PLATE NO. 7113A BASEML100'-0"T.O. MASONRY124'-0"BASEUL111'-2 3/4"4321BRICK LEDGE98'-8"TYP03.9808.5904.0107.3808.99TYP04.96TYP04.96TYP26.97_______137008TYP3.908.01BASEML100'-0"T.O. MASONRY124'-0"BASEUL111'-2 3/4"V.1V.2Y.1Y.2Z.1AA.1DD.2BRICK LEDGE98'-8"04.0104.01TYP07.3808.99TYP04.9608.54TYP_______13700804.01TYPTYPCC.9V.3BB.1Z.9BASEML100'-0"BASEUL111'-2 3/4"T.O. MASONRY124'-8"BASELL88'-5 1/2"03.0404.02TYP07.38TYP6'-0"BRICK LEDGE91'-4"138003_______TYPTYP 8"TOP OF NEW METAL COPING TO ALIGN WITH EXISTING04.0204.0204.02T.O. PRECAST112'-3"B.O. PRECAST110'-7"6'-0" 6'-0" 6'-0" 6'-0"BASEML100'-0"BASEUL111'-2 3/4"T.O. MASONRY124'-8"(1961) BASELL89'-5 1/2"TYP04.0204.0203.04NE ADDITION ENTRY90'-8"07.3804.0204.0204.0208.59TYPSKEWEDSEE E2/A5.10208.5108.92TYP TYP08.53TYPBRICK LEDGE90'-0"SEE E3/A5.102TYP6'-0"138003_______TYP8"ALIGN PRECAST WITH EXISTING, TYPT.O. PRECAST112'-3"TOP OF NEW METAL COPING TO ALIGN WITH EXISTING132004_______TYP132003_______TYPPRECAST SHAPE #1BPRECAST SHAPE #2AB.O. PRECAST110'-7"8"BASEML100'-0"BASEUL111'-2 3/4"BASELL89'-5 1/2"ABSEE E3/A5.102SKEWED VIEWBRICK LEDGE90'-0"TYPT.O. UHPC125'-4"B.O. UHPC108'-0"NE ADDITION ENTRY90'-8"08.54TYP08.95TYP08.93TYP08.94TYP07.9504.96TYPTYP07.39XAXBC4A5.102B1A5.102B3A5.102C1A5.102E2A5.102E3A5.102F1A5.102F3A5.102F6A5.102E5A5.102C7A5.102E1A5.102B6A5.102BRICK LEDGE90'-0"BASEML100'-0"BASEUL111'-2 3/4"T.O. MASONRY124'-8"03.0404.02TYPNE ADDITION ENTRY90'-8"T.O. CANOPY101'-2"B.O. CANOPY98'-8"T.O. PRECAST112'-3"03.98TYP07.3808.88TYP6'-0"138003_______TYP_______13700804.0204.0204.0207.3907.38SEE C7/A5.102SKEWEDB.O. PRECAST110'-7"08.0107.09PENTHOUSE121'-8"T.O. PENTHOUSE139'-4"07.06YZAABBCCDDEE07.38TYPDD.1PENTHOUSE121'-8"T.O. PENTHOUSE139'-4"07.06131211TYP07.3808.5908.01T.O. PENTHOUSE139'-4"08.59WYZAABBCCDDEETYP07.3807.06T.O. MASONRY121'-8"T.O. PENTHOUSE139'-4"07.06131211TYP05.9607.381904.0103.98BRICK LEDGE90'-0"T.O. UHPC125'-4"B.O. CANOPY98'-8"T.O. CANOPY101'-2"B.O. UHPC108'-0"NE ADDITION ENTRY90'-8"07.95TYP26.9708.01BASEUL111'-2 3/4"07.3907.39SEE E3/A5.102SKEWEDBRICK LEDGE90'-0"BASEML100'-0"BASEUL111'-2 3/4"T.O. MASONRY124'-8"GROUND FLOOR91'-4"T.O. CANOPY101'-2"B.O. CANOPY98'-8"04.0203.0407.38TYPTYP6'-0"138003_______TYPT.O. PRECAST112'-3"04.0204.0204.02B.O. PRECAST110'-7"4321T.O. MASONRY124'-0"07.3807.063.9 KEYED SHEET NOTESGENERAL SHEET NOTES 1. PROPOSED ROUTING OF NEW UTILITY SECONDARY FEEDING EXISTING MSB. ROUTE SHALL RISE ALONG EXTERIOR WALL AND CONTINUE ON BUILDINGS ROOF TO EXISTING 480/277V MSB. COORDINATE ALL ROOF PENETRATIONS WITH STRUCTURAL. ACTUAL ROUTE MAY VARY. SEE RISER DIAGRAM FOR SIZING OF SECONDARY. 2. PROVIDE 20A 277V BRANCH CIRCUIT FROM EXISTING BUILDING PANELBOARD. HOMERUN SHALL BE 1-1/4"C - 2#8 + #10G. TO PANELBOARD. VERIFY LOCATION OF PANELBOARD IN FIELD. UPDATE PANELBOARD DIRECTORY WITH ALL CHANGES. 3. UTILIZE EXISTING HANDHOLE TO FEED NEW LIGHTING ASSEMBLIES. 4. PROVIDE 1" C - 2#10 + #10 G MINIMUM TO ALL LIGHTING ASSEMBLIES ON CIRCUIT SERVING FIXTURES. TYPICAL. 5. PROVIDE RACEWAY STUB-OUT TO 3'-0" BEYOND BASE AND CAP. PROVIDE STEEL STAKE AT END FOR FUTURE LOCATION. 6. PROVIDE HANDHOLE TO INTERCEPT EXISTING BRANCH CIRCUITRY. EXTEND TO NEW ASSEMBLIES. MATCH EXISTING RACEWAY AND CONDUCTORS. 7. REUSE EXISTING AREA LIGHTING CIRCUITRY/CONTROLS FOR NEW LIGHTING. UPDATE PANELBOARD SCHEDULE. 8. RECONNECT EXISTING LIGHTING ASSEMBLIES TO NEW CIRCUIT. PROVIDE NEW CONDUCTORS THROUGHOUT. 9. MAINTAIN CIRCUIT CONTINUITY TO EXISTING FIXTURE. 10. PROVIDE EXTENSION OF RACEWAY TO EXISTING AREA LIGHTING ASSUMBLIES TO REMAIN. PROVIDE NEW CONDUCTORS THROUGHOUT.8"CLAYST SC O U N T Y R O A D F C O U N T Y R O A D F L A K E V A L E N T I N E R D.WW WWW WWWW WW W W W W(P) W(P)W(P)W(P)W(P)W(P)W(P)WGAS GASGAS GAS GAS GAS GAS GAS GASGASGAS4"PVC DRAIN TILE AROUND FIELD (TYP) 4"PVC DRAIN TILE AROUND FIELD (TYP)4"PVC DRAIN TILE AROUND FIELD (TYP) 4"PVC DRAIN TILE AROUND FIELD (TYP) 12" RC P ST S 15"PVCST S6"PVCST S12"RCP ST S12" PV C ST S 6"P VC ST S 12 " R C P S T S12"RCPST S12"PEP ST S1 2 "P E P S T S 8 "P V C S T S 1 2 "P V C S T S 12"RCPST S12"RCPST S12"RCP ST S 12" RC P ST S 15"RCP ST S 4" P V C S T S 12"PVC ST S 15"R CP INV= 904.8 15"RCPST S12"RCPST S18"RCPST S18"RCPST S12" RC P ST S 15"PVC ST S12" RC P ST S 15"FE S INV= 908.8 RD1 2 "P E P S T S 12"PVC ST S12"RCP ST SSAN S SAN S SAN S SAN SSAN SSAN SUGC UGC UGCUGCOHE O H P OHEUGEUGEUGEUGEUGE UGE UGEUGEUGEUGE U G E UGE UG E UGE U G E UGEU G E UGE UGEU G E UGEUGEU G EUGE U G E UGEUGE UGE UGE U G E U G E UGEU G EUGE UGEUGEUGEOHEOHEOHE O H E OHENEW LOCATION OF UTILITY TRANSFORMER 174 NEW ADDITION NEW ADDITION EXISTING BUILDING MOUNDSVIEW HIGH SCHOOL 1900 &1901 LAKE VALENTINE RD. T 174 UGE MSB-MS 1 1 174 BUS PARKING (29 BUS STALLS) PROPOSED BUILDING ADDITION 'B' PROPOSED BUILDING ADDITION 'F' PROPOSED BUILDING ADDITION 'G' EAST PARKING (174 STALLS) SOUTH PARKING (6 BUS STALLS) ACCESSIBLE PARKING (16 STALLS)BB3 BB3 BB3 BB3 AA4 AA4 AA4 AA4 AA4 AA3R AA4 EX EX EX EX EX EX 3 HH 26 26 26 26 26 26 26 3030 30 30 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 BB4 BB4 HH 56 9 EX 7 BB3 30 BB3 30 5 8 UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGE UGE UGEUGE UGE 3 3 3 3 5 3 UGE 10 10 3 3 BB3 30 A. ALL LIGHTING AND POWER CONDUCTORS SHALL BE INSTALLED BETWEEN 24" (MINIMUM) AND 36" (MAXIMUM) BELOW FINISHED GRADE. B. ALL COMMUNICATIONS CONDUIT AND CABLES SHALL BE INSTALLED 36" (MINIMUM) BELOW FINISHED GRADE. C. ALL CONDUCTORS FOR EXTERIOR LIGHTING AND POWER CIRCUITS SHALL BE #10 AWG MINIMUM. D. PROVIDE PRV-40 IN GREEN SPACES AND PVC-80 UNDER HARD SURFACES. E. PROVIDE PULL WIRE IN ALL EMPTY CONDUITS. F. PROVIDE DETECTABLE UNDEGROUND TAPE ABOVE EACH UNDERGROUND CONDUIT. G. SET BACK CENTER OF POLE BASES 3 FEET FROM FACE OF CURB OR SIDEWALK. H. SEE LIGHTING PLANS FOR EXACT LOCATIONS OF BUILDING MOUNTED LIGHTING. I. HANDHOLES AND PULLBOXES MAY NOT BE INDICATED ON PLANS. PROVIDE AS REQUIRED FOR INSTALLATION. MOUNDS VIEW HIGH SCHOOL - ELECTRICAL SITE PLANS - LIGHTING CALCULATIONSDesignerT.BERNSTEINDate03/27/2019ScaleSEE DRAWINGSDrawing No.Summary3 of 3ScheduleLabel QTY Catalog NumberDescriptionLampNumberLampsLumensper LampLLF WattageAA3RS1 VP-S-36L-80-4K7-2-HSS-90-LR Small Viper with HSS - 90 and Type 2 Lens.(Blocking the Left Side of the Distribution) -Parking Lot Area LightingX-70-CRI1 6505 0.85 85.3AA48 VP-S-36L-80-4K7-4Small Viper Type IV Distribution - ParkingLot Area LightingX-70-CRI DATA SHOWN ISSCALED FROM TEST11604137.071 9052 0.85 81AA514 VP-S-36L-80-4K7-5QMSmall Viper Type V Distribution - ParkingLot Area LightingX-70-CRI DATA SHOWN ISSCALED FROM TEST11604137.091 9219 0.85 81BB36 VP-S-24L-55-4K7-3Small Viper Type III Distribution - WalkwayArea LightingX-70-CRI DATA SHOWN ISSCALED FROM TEST11604137.051 6138 0.85 54BB41 VP-S-24L-55-4K7-4Small Viper Type IV Distribution - WalkwayArea LightingX-70-CRI DATA SHOWN ISSCALED FROM TEST11604137.071 6035 0.85 54LuminaireLocationsLabel MHAA3RS 27.50AA5 32.75AA5 32.75AA5 32.75AA5 32.75AA5 32.75AA5 32.75AA5 32.75AA4 27.50AA4 27.50AA4 27.50AA4 27.50AA4 27.50AA4 27.50AA4 27.50AA4 27.50AA5 32.75AA5 32.75AA5 32.75AA5 32.75AA5 32.75AA5 32.75AA5 32.75BB3 20.75BB3 20.75BB4 20.75BB3 20.75BB3 20.75BB3 20.75BB3 20.75ELECTRICAL SITE PLAN - SOUTH PARKING LOTScale: 1" = 30ft MAIN ENTRANCEEXISTING BUILDINGMAIN GAME FIELD AND TRACKEXISTING TENNIS COURTSEXISTING BUILDING(STORAGE)PONDPONDSTORMWATER RETENTIONMARSHLAKE VALENTINE ROADPARENT LOOPJA N E T C O U R T LOADING DOCKTICKETINGCONCESSIONSEDGE OF PROPERTYGYMNASIUMADDITIONNEW TURN LANECROSSWALK WITH BUMP-OUTLOT A(254)LOT B(224)LOT C(23)PARKING SETBACKWETLAND2650503117PROPOSED STORMWATER RETENTIONRELOCATED SOCCER FIELDRELOCATED LACROSSE FIELD / FOOTBALL FIELDEXISTING BASEBALL FIELDEASEMENTFAIRVIEW AVERELOCATED SOCCER FIELDNEW FIRE-LANECLASSROOM ADDITIONCLASSROOM ADDITIONPROPOSED NEW TREE LINEEXISTING TRACK EVENTSFIRE TRUCK TURN-AROUNDPARKING LOT (15)ACCESIBLEPARKING(13)ALTERNATE LOADING DOCKACCESSEXISTING SIDEWALKNEW SIDEWALKFLASHING PEDESTRIANLIGHTSPEDESTRIANMEDIANSEXISTINGSIDEWALKRAMPATHLETIC/STUDENT WALK-WAYSATHLETIC/STUDENTWALK-WAYSRE-ESTABLISH TURF-FALL 2020RELOCATE FIELD SUMMER 2019STUDENT PARKING DURING CONSTRUCTIONRECONFIGURE PARKING LOTS SUMMER 2019PRELIMINARY SUMMER 2020 CONSTRUCTIONCONTRACTOR / STAFF PARKING DURING CONSTRUCTIONCONSTRUCTION / DELIVERY ENTRANCESITE WORK TO COMMENCE APRIL 2019-S. LOT WILL BE CLOSED-HIGHLIGHTED ROADS WILL BE CLOSED TO PUBLIC / STUDENTS STARTING APRIL 2019STAFF PARKING DURING CONSTRUCTIONKA TRAILERSTAGINGATHLETIC WALKWAYSNEW FENCESOUTH ROAD / RETAINING WALL CONSTRUCTION: PHASE 3TEMP FIELDDURING CONSTRUCTIONWALK WAY BARRICADESACCESS RAMPSTO STAGINGTEMP HAUL ROADFOR FIELD RELOCATIONMAIN ROAD CONSRTUCTION:PHASE 2CHANGE DOORSWINGSECONDARY GYM EXITUPSTAIRS EXITCHANGE DOORSWINGBLOCK OFF STAGE ENTRANCE -NO ACCESS TO PUBLIC / STUDENTSENTRANCE AND BUS LOT:-FIRST LIFT SUMMER 2019- SECOND LIFT SUMMER 2020TEMP WALK WAY THROUGH CONSTRUCTION - BUILD AT END OF AUGUST FOR FALL STARTTECHNOLOGY WING EXITEXITS OFF LINEEXIT ROUTETEMP FENCEPARKING WALKWAYATHLETIC WALKWAYKEY: Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com - To: Mounds View Public School City of Arden Hills From: Ed Terhaar, P.E. Date: March 19, 2019 Subject: Hazard Identification for Potential School Zone Speed Limit on Lake Valentine Road for Mounds View High School PURPOSE AND BACKGROUND The School Zone Speed Limit guidance produced by the Minnesota Department of Transportation (MnDOT) includes the identification of hazards near a school site to determine the need for a modified speed limit. The Hazard Identification for the M ounds view High School site is shown below. HAZARD IDENTIFICATION FOR MOUNDS VIEW HIGH SCHOOL The nine items listed in the MnDOT School Zone Speed Limit guidance are described below. 1. Roadway geometry – Under existing conditions, Lake Valentine Road is approximately 44 feet wide. Under the proposed plan, the pedestrian crossing distance would be reduced through the construction of a raised median at the pedestrian crossing locations. 2. Traffic volume – The Average Annual Daily Traffic (AADT) volume in 2017 on Lake Valentine Road was 4,300 vehicles per day. Traffic volumes near the high school peak at the start and end of the school day. 3. Pedestrian volumes – Under existing conditions, there were 49 pedestrians crossing Lake Valentine Road from 6:30 to 7:30 a.m. and 42 crossing from 1:45 to 2:45 p.m. Pedestrian crossing volumes peak at the start and end of the school day. Under future conditions pedestrian volumes crossing Lake Valentine Road could increase significantly due to additional parking located on the north side of the street. 4. Parking – Under existing conditions the 44 foot roadway width allows for temporary parking to occur in the pedestrian crossing area. The proposed plan reduces the through lane width, making on-street parking at the crossing locations difficult. On- street parking will not be allowed at the pedestrian crossing locations. 5. Traffic control devices. All existing traffic control devices are operating correctly and are not hidden by vegetation. The proposed plan includes the addition of Rectangular Rapid Flashing Beacons (RRFB) at the pedestrian crossing locations on Lake Valentine Road. 6. Sidewalks – Sidewalks are provided on both sides of Lake Valentine Road. Mounds View Public Schools City of Arden Hills March 19, 2019 2 7. Fencing – Under existing conditions fencing is not provided at the pedestrian crossing locations. Under the proposed plan fencing will be provided on the north and south sides of Lake Valentine Road to direct pedestrians to the designated crossing locations. 8. Crash history - Crash data obtained from MnDOT using the Minnesota Crash Mapping Analysis Tool (MnCMAT) indicated two crashes from January 1, 2006 to December 31, 2015. Neither crash involved a pedestrian. The proposed plan is expected to improve pedestrian safety by reducing the crossing distance and improving crosswalk visibility. 9. Speed zones - Based on this information, it is recommended the speed limit on Lake Valentine Road be reduced from the posted 35 miles per hour to 25 miles per hour during peak school times when children are present. RECOMMENDATION Based on this information, it is recommended the speed limit on Lake Valentine Road be reduced from the posted 35 miles per hour to 25 miles per hour during peak school times when children are present. In order to be effective, additional police enforcement will be needed during the times when the speed limit is reduced. All signing and lighting requirements for school zone speed limits as shown in the Minnesota Manual on Uniform Traffic Control Devices must be implemented. City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2019\19-005 Boston Scientific - SP\Memos Reports Page 1 of 8 MEMORANDUM DATE: May 8, 2019 PC Agenda Item 4.B TO: Planning Commission Chair and Commissioners FROM: Mike Mrosla, City Planner SUBJECT: Planning Case #19-005 Applicant: Boston Scientific Corporation Property Location: 4100 Hamline Ave N. Request: Site Plan Review Requested Action The Boston Scientific Corporation has submitted an application for Site Plan Review. The Applicant is requesting approval to reconstruct and expand the existing parking lot adjacent to Lexington Avenue. The property is located at 4100 Hamline Ave North. The property is zoned I- 1, Limited Industrial District and is guided as I/O, Light Industrial and Office on the Land Use Plan. Background Boston Scientific has recently announced that the Minnetonka Boston Scientific campus will be shutting down and transferring all product, processes, and employees to the Arden Hills Campus. There will be approximately 400-500 employees transferring to the Arden Hills campus by 2020. The relocated jobs include approximately 100-200 manufacturing jobs and 300 office staff. In preparation for this move, the Applicant is requesting to reconstruct the existing parking lot adjacent to Lexington Avenue and add an additional 387 additional parking stalls. The Applicant is also requesting to make other pedestrian and vehicular safety improvement along existing parking areas on Lexington Avenue and Cummings Park Drive. 1. Existing Site Conditions: The Applicant is currently remodeling the existing office space in buildings 7 and 9 to accommodate the relocated employees. City Code Section 1325.06 Subd. 1 (G) states that any commercial or industrial buildings for a use, or uses, which is proposed to be converted, remodeled, or modified to accommodate another allowable use, or uses, which has a greater off- street parking requirement shall be required to apply for Site Plan Review and approval to assure the adequacy of off-street parking. Boston Scientific currently has 2,653 parking spaces and has City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2019\19-005 Boston Scientific - SP\Memos Reports Page 2 of 8 approximately 3,000 plus employees. The additional parking is needed to ensure parking is provided for the new employees. The existing eastern parking lot consists of 213 parking stalls. However, prior to 2005 the lot was larger with 295 stalls and was setback 17 feet from the property line and the Ramsey County right of way. The previous property owner reduced the eastern parking field from 295 stall to its current configuration in 2004. The intent of the removal was to create a main entrance to the campus. The main entrance concept was not implemented, as Boston Scientific purchased the former company and the property in 2006. As part of this application, the Applicant is proposing to improve upon the exiting landscaping theme at the Lexington Avenue access. The proposed landscaping will include ornamental trees, grasses and shrubs to create a welcoming environment. The image below shows how the site has changed from 2003 to the current proposal. The existing Boston Scientific Lexington Avenue access drive is currently 48 feet wide. The east bound movement onto Lexington Avenue currently consists of two turn lanes. The Applicant is requesting to reduce the drive lane width to 24 feet. The reduction in the drive lane width will reduce the speeds of vehicles entering and exiting the site. In addition, the reduction in lane width will reduce the number of vehicles ex iting onto Lexington Avenue and increase the efficiency of the intersection. The Applicant has discussed the proposed access modifications with Ramsey County, and they have determined that no improvements to Lexington Avenue are necessary as part of this project. City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2019\19-005 Boston Scientific - SP\Memos Reports Page 3 of 8 North of the exiting eastern parking field is an existing wooded area. The Applicant is requesting to expand the existing parking area into this area. The proposed expansion would increase the number of parking stalls by 173 for a total of 387 spaces in the eastern parking field. The intent of locating additional parking in this area as opposed to other areas of the campus is to better accommodate the majority of the employees relocating from the Minnetonka campus, most of whom will be working in the adjacent building. 1. Surrounding Area: Direction Future Land Use Plan Zoning Existing Land Use North Low Density Residential, Light Industrial and Office R-1: Single Family Residential, I-1: Limited Industrial Single Family Residential, Office South Light Industrial and Office, High Density Residential I-1: Limited Industrial, R-4: Multiple Dwelling Office, Utility, Multiple Family Residential East (Shoreview) RL-Residential / Office / RH- Residential PUD (Townhouses & Offices)/ R-3:Multiple Dwelling Residential Single Family Detached Residential / Office / Multiple Family West Low Density Residential Light Industrial and Office R-1: Single Family Residential I-1: Limited Industrial Single Family Residential Office 3. Site Data: 2040 Land Use Plan: Light Industrial and Office Existing Land Use: Light Industrial and Office Zoning: I-1: Limited Industrial Size: Lot 1 = 77.41 acres Proposed Density: N/A Topography: Level Plan Evaluation 1. Zoning Regulations - Section 1320.06 – District Provisions a) Lot Size and Dimensions The lot is in conformance with the I-1 Zoning District requirements in terms of minimum lot area, depth, and width. The lot is 3,385,450 square feet or 77.41 acres. b) Lot Coverage The maximum structure coverage allowed in the I-1 District is 30 percent and the minimum landscape coverage is 35 percent. The proposed project would not result in any additional structure coverage on the campus. The proposed landscape coverage is 43.02 percent of the campus area, satisfying the I-1 District requirements. City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2019\19-005 Boston Scientific - SP\Memos Reports Page 4 of 8 c) Setbacks The minimum setback for parking lots is 20 feet from the right of way, and the Applicant is proposing a 29-foot setback. The additional setback area will be used for screening the parking lot from Lexington Avenue. 1. Section 1325 – General Regulations a) Landscaping and Tree Preservation – Section 1325.05 and Section 1325.055 The impacts on the site might seem significant due to the removal of the existing trees. However, the majority of the trees in the exiting wooded area are invasive Buckthorn or trees that do not meet the City’s definition of a significant tree. According to the submitted tree inventory (Attachment C) the Applicant is requesting to remove 1,085 caliper inches or 82 trees. The required mitigation for the tree removal is 486.5 caliper inches of new tree plantings. The applicant is proposing to plant 603 caliper inches or 211 new trees. The Applicant is proposing to plant a mixture of conifers and deciduous trees at assist in screening the parking field from Lexington Avenue. Caliper Inches Number of Trees Total Existing Significant Trees 1,120 89 10% Permitted Removal 112 -- Proposed Removal 1085 82 Significant Trees Preserved 35 7 Replacement Trees Required* 486.5 -- Replacement Trees Proposed 603 211 * Replacement trees are calculated by subtracting the ten percent permitted removal from the proposed removal and dividing by two. Lot Coverage Requirements Total Area Structure Coverage Landscape Coverage Existing Boston Scientific Campus 3,385,450 sq. ft. (77.41 Acres) 17.64% (597,290 sq. ft.) 47.04% (1,592,352 sq. ft.) Proposed Boston Scientific Campus 3,385,450 sq. ft. (77.41 Acres) 17.64% (591,960 sq. ft.) 43.02% (1,456,380 sq. ft.) Total Area Structure Coverage Landscape Coverage Approved Boston Scientific Campus Master Plan* 3,385,450 sq. ft. (77.41 Acres) 30.06% (1,007,527 sq. ft.) 55.23% (1,862,340 sq. ft.) I-1 Zoning District Requirements 30,000 30% or less 35% or more * Under the existing PUD and Master Plan, the property as a whole including Lot 2 Block 1 (Bldgs. A, B, C) shall have a minimum landscaped cover of 55.25%. City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2019\19-005 Boston Scientific - SP\Memos Reports Page 5 of 8 The Zoning Code requires that a minimum of 10 percent of the total landscaped area shall be covered with perennials or shrubbery. The majority of the campus site is currently landscaped or forested and will remain unchanged. The Applicant is proposing to plant 15,700 square feet or 650-980 shrubs. In addition, the Applicant is proposing to plant a woodland seed mix of native grasses and wildflowers in front of the proposed landscaping and the existing trail along Lexington Avenue. The intent of the proposed landscaping is to screen the parking area from the adjacent roadways and properties. B) Stormwater Management The Applicant is proposing to construct an underground infiltration system. The proposed system will be constructed at the southern end of the existing parking lot and north of the Lexington Avenue access. Rice Creek Watershed District has reviewed and approved the proposed stormwater system. City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2019\19-005 Boston Scientific - SP\Memos Reports Page 6 of 8 c) Exterior Lighting – Section 1325.05, Subd. 3 The Applicant has submitted a lighting plan that identifies pole heights and lumen levels at the property lines. The Applicant is proposing to use LED to illuminate the parking areas. As a condition of approval, all lighting shall be downward directed shoebox style with flush lenses. d) Parking, Loading, and Circulation – Section 1325.06 The proposed expansion of the existing parking field is not expected to impact internal traffic circulation. The proposed improvements should improve the exiting site circulation and pedestrian movements. The Applicant is proposing to relocate existing western access on Cummings Park Drive to the east to accommodate future parking lot improvements. In addition, the Applicant is requesting to add an additional access to the east of the existing truck access. The intent of the new access is to discourage employees from accessing the site thought the semi-truck delivery area. The City Engineer has reviewed and approved the proposed plans. Public Notice and Comments: Although a Site Plan Review does not require a public hearing, a public hearing notice was mailed to all properties within 350 feet of the subject property. Staff has not received any letters, e-mails, or telephone calls from property owners or occupants concerning this planning case. City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2019\19-005 Boston Scientific - SP\Memos Reports Page 7 of 8 Findings of Fact The Planning Commission must make a finding as to whether or not the proposed application would adversely affect the surrounding neighborhood or the community as a whole based on the aforementioned factors. Staff offers the following eight (10) findings for consideration: General Findings: 1. The Boston Scientific corporate campus is located at 4100 Hamline Avenue North. 2. The Boston Scientific corporate campus is guided as I/O, Light Industrial and Office on the Land Use Plan. 3. The Boston Scientific corporate campus and the proposed site plan is a conforming use in the I-1 Limited Industrial Zoning District and operates under an approved PUD. 4. The proposed parking lot expansion and site improvements are anticipated to be constructed in fall 2019 or spring of 2020. 5. The proposed parking lot expansion is in compliance with the lot, structure, and landscaping coverage of the underlaying zoning district and PUD. 6. Boston Scientific has provided a Campus Parking Plan that identifies existing parking stalls and proof of parking areas to meet the current needs of the approximately 2,200 employees on the property. 7. The proposal is not expected to adversely affect the surrounding neighborhood or the community as a whole. 8. The proposed site plan will not negatively impact the parking, loading, or circulation demands of the campus and should improve overall pedestrian and vehicle safety. 9. The proposed site plan has significant landscaping to assist in screening the parking area from the adjacent roadways and properties. 10. The proposal tree replacement exceeds ordinance requirements. Options and Motion Language Staff has provided the following options and motion language for this case. The Planning Commission should consider providing additional findings of fact as part of the motion to support their recommendation for approval or denial. 1) Recommend Approval with Conditions: Motion to recommend approval of Planning Case 19-005 for a Site Plan Review at 4100 Hamline Avenue North, based on the findings of fact and the submitted plans, as amended by the eleven (11) conditions in the April 3, 2019, Report to the Planning Commission. 1. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to the plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 2. All conditions of the original Planned Unit Development and Master Plan Amendment shall remain in full force and effect. 3. This approval does not include signs. A separate sign permit is required for all proposed signage. City of Arden Hills Planning Commission Meeting for May 8, 2019 P:\Planning\Planning Cases\2019\19-005 Boston Scientific - SP\Memos Reports Page 8 of 8 4. Prior to the issuance of a building permit, a landscape financial security of $5,000.00 dollars shall be submitted. Landscape financial security is held for two full growing seasons. 5. Before construction, grading, or land clearing begins, trees or tree areas that are to be preserved shall be visibly marked and city-approved tree protection fencing or other method shall be installed and maintained at the critical root zones of the trees to be protected. The location of the fencing shall be in conformance with the approved tree preservation plan and approved by staff in writing. 6. The Applicant shall be responsible for obtaining a Grading and Erosion Control permit from the City’s Engineering Division prior to the commencement of any land disturbance activities. 7. Heavy duty silt fence and adequate erosion control around the entire construction site shall be required and maintained by the Developer during construction to ensure that sediment and stormwater do not leave the project site. 8. The Applicant shall be responsible for obtaining any other permits necessary from other agencies, MPCA, Ramsey County, Rice Creek Watershed District, etc. prior to the start of any site activities. 9. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments, and debris during all construction activities. Temporary stormwater facilities shall be installed to protect the quality aspect of the proposed and existing stormwater facilities prior to and during construction activities. Maintenance of any and all temporary stormwater facilities shall be the responsibility of the Developer. 2) Recommend Approval without Conditions: Motion to recommend approval of Planning Case 19-005 for a Site Plan Review at 4100 Hamline Avenue North, based on the findings of fact and the submitted plans in the May 8, 2019, Report to the Planning Commission. 3) Recommend Denial: Motion to recommend denial of 19-005 for a Site Plan Review at 4100 Hamline Avenue North, based on the following findings of fact: findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. 4) Table: Motion to table Planning Case 19-005 for a Site Plan Review at 4100 Hamline Avenue North for the following reasons: a specific reason and/or information request should be included with a motion to table. Attachments A. Land Use Application B. Location Map C. 11x17 Plan Sets PROJECT LIMITSPROJECT LIMITSADD ALTERNATIVEADD ALTERNATIVEADD ALTERNATIVEPROJECT LIMITSPROJECT LIMITSPROJECT LIMITSPROJECT LIMITSCUMMINGS PARK DRIVEQUALITY DRIVELEXINGTON AVENUE NORTHQUALITY DRIVELEXINGTON AVENUE NORTHBOSTON SCIENTIFIC DRIVEPROPERTY LINEPROPERTY LINEADD ALTERNATIVESNOWSTORAGENORTH0SCALE:1"=20'20' 40'60'WOODLAND EDGE SEED MIXVARIED GRASSES3' MAX HEIGHTLEXINGTON STREET PLANTINGSCATTERED BAND OF EVERGREENS ANDASPEN TREES IN NATIVE GRASSES PROVIDESCREENING AND CREATE ANINVITING STREETSCAPESCREENING SHRUBSEVERGREEN + DECIDUOUS SHRUBSPROVIDE 3' SCREENING YEAR ROUND ANDPROVIDE ATTRACTIVE PARKING LOT EDGEBOSTON SCIENTIFIC DRIVE ENTRYORNAMENTAL TREES, GRASSESAND SHRUBS FRAME ENTRYCUMMINGS PARK DRIVE ENTRYNEW ENTRY SIGN AT CORNERGRASSES, TREES AND SHRUBSCREATE INVITING BACKDROPAND SCREENINGBUILDING ENTRANCESBANDS OF GRASSESAND COLORFUL ORNAMENTALSFRAME DOORSENTRY DRIVE TREESFORMAL TREES LINEENTRY INTO CAMPUSENTRY DRIVE TREESFORMAL TREES LINEENTRY INTO CAMPUSQUALITY DRIVE ENTRYGRASSES, TREES ANDSHRUBS AT CORNERSCREATE INVITING ENTRYFLAG POLEFORMAL SHRUBSACCENTUATE FLAGPARKING LOT MAIN ENTRYFORMAL TREES IN COLORFULORNAMENTAL PLANTINGS INVITEPEOPLE TOWARDS FRONT DOORSPARKING LOT MAIN ENTRYFORMAL TREES IN COLORFULORNAMENTAL PLANTINGS INVITEPEOPLE TOWARDS FRONT DOORSPARKING PLANTINGSHADE TREES IN TALLGRASSES PROVIDEGREENING WITHIN PARKINGAREASQUALITY DRIVE LANDSCAPESCATTERING OF DECIDUOUSTREES IN AN OPEN LAWNPROVIDE CHARMING ENTRY DRIVEAND VISIBILITY FROM PARKING LOTTO BUILDINGPARKING PLANTINGSHADE TREES IN TALLGRASSES PROVIDEGREENING WITHIN PARKINGAREASADD ALTBOSTON SCIENTIFIC ILLUSTRATIVE PLAN PROJECT LIMITSPROJECT LIMITSADD ALTERNATIVE PROJECT LIMITS CUMMINGS PARK DRIVELEXINGTON AVENUE NORTH QUALITY DRIVE PROPERTY LINEPROPERTY LINE ADD ALTERNATIVE 1 - QB1 - QB1 - QB1 - QBSHRUBS 01 (1,007 sf)GRASSES (1,712 sf)ORNAMENTALS (1,313 sf)ORNAMENTALS (1,631 sf)GRASSES (1,084 sf)GRASSES (1,084 sf)ORNAMENTALS (1,581 sf)EXISTING TREESEXISTING TREESEXISTING TREESEXISTING TURFEXISTING HEDGEAPPROX.3 - CA3 - CA7 - QP(2,165 sf) TURF(5,697 sf) SHRUBS 01(2,944 sf) GRASSES(4,924 sf) TURFGRASSES (944 sf)SHRUBS 01 (563 sf)2 - QB10 - AG2 - PS9 - JE1 - QB1 - PT1 - QB1 - PT1 - QB1 - QB1 - PT1 - QB1 - PT1 - QB1 - PT1 - QB1 - QB1 - PT1 - QB1 - PT1 - QB4 - CA2 - QP2 - QP2 - QP2 - QP2 - QP2 - QP2 - QB2 - QB2 - QP2 - QP2 - QP2 - QP2 - QP2 - QP2 - QB2 - QB(7,811 sf) TURFGRASSES (330 sf)(330 sf) GRASSES(376 sf) ORNAMENTALS(376 sf) ORNAMENTALS(376 sf) ORNAMENTALS(376 sf) ORNAMENTALS(349 sf) ORNAMENTALS(381 sf) ORNAMENTALSGRASSES (484 sf)(484 sf) GRASSES(392 sf) ORNAMENTALS(392 sf) ORNAMENTALS(604 sf) ORNAMENTALS(321 sf) ORNAMENTALS(376 sf) ORNAMENTALS(376 sf) ORNAMENTALS2 - JE(713 sf) ORNAMENTALS1 - PS1 - PT1 - JE1 - PT1 - JE1 - PT1 - PS1 - PT1 - PT1 - PT1 - PS1 - PS1 - JE1 - PT1 - PS1 - PS1 - JE1 - PT1 - PT1 - PT1 - PT1 - PS1 - JE1 - PS2 - PS2 - JE2 - JE2 - PS2 - JE2 - JEEXISTING TURF1 - PO1 - PO1 - PO1 - PO1 - PO1 - PO1 - PO1 - PO1 - POENTRYSIGN3 - PT(15,274 sf) SEED MIX 01(14,639 sf) SHRUBS 02ADD ALTERNATIVEADD ALTERNATIVE PROJECT LIMITSPROJECT LIMITS PROJECT LIMITS QUALITY DRIVE LEXINGTON AVENUE NORTHBOSTON SCIENTIFIC DRIVE(270 sf) ORNAMENTALSORNAMENTALS (1,557 sf)GRASSES (1,536 sf)ORNAMENTALS (267 sf)1 - AG1 - AGGRASSES (1,712 sf)ORNAMENTALS (1,313 sf)EXISTING TREESEXISTING TURFEXISTING TURF1 - PS(1,019 sf) SHRUBS 01(1,962 sf) GRASSES(281 sf) TURF1 - QB1 - PT1 - PT1 - QB1 - QB1 - PT1 - QB1 - PT1 - QB4 - CA4 - CA2 - QP2 - QP2 - QP2 - QP2 - QP2 - QP2 - QP2 - QP2 - QP2 - QP2 - QP2 - QP2 - QB2 - QB(392 sf) ORNAMENTALS(392 sf) ORNAMENTALS(604 sf) ORNAMENTALS(321 sf) ORNAMENTALS(376 sf) ORNAMENTALS(376 sf) ORNAMENTALS3 - PT3 - CA(713 sf) ORNAMENTALS(715 sf) ORNAMENTALS7 - QP7 - QP2 - PT2 - JE3 - CA(260 sf) TURF(2,118 sf) GRASSES(771 sf) SHRUBS 01(3,446 sf) TURFSNOWSTORAGE1 - PT1 - PS1 - JE1 - PS1 - PT1 - PS1 - PT1 - PS1 - JE1 - PS1 - PT1 - JE1 - PS1 - JE1 - PS1 - PT1 - PS1 - JE2 - JE3 - JE2 - PT2 - JE1 - PO1 - PO1 - PO1 - PO(15,274 sf) SEED MIX 01(14,639 sf) SHRUBS 02ADD ALT QTY21049TREESCODEBOTANICAL NAME / COMMON NAMESIZEQTYAG AMELANCHIER X GRANDIFLORA / `AUTUMN BRILLIANCE` SERVICEBERRY 1.5" CAL. 10CA CORNUS ALTERNIFOLIA / PAGODA DOGWOOD1.5" CAL. 20JE JUNIPERUS VIRGINIANA / EASTERN RED CEDAR1.5" CAL. 37PS PINUS STROBUS / WHITE PINE1.5" CAL. 21PO PLATANUS OCCIDENTALIS / AMERICAN SYCAMORE2.5" CAL. 1PT POPULUS TREMULOIDES / QUAKING ASPEN1.5" CAL. 36QB QUERCUS BICOLOR / SWAMP WHITE OAK2.5" CAL. 29QP QUERCUS PALUSTRIS / PIN OAK6" CAL. 57EXISTING TREESCODEBOTANICAL NAME / COMMON NAMESIZEQTYEX2 EXISTING TREE / TO REMAINEXIST. 7PLANT SCHEDULE PROJECTGROUNDCOVER SCHEDULE4,332 SF1,007 SF6,620 SFGRASSES10,356 SFDESCHAMPSIA CESPITOSA / TUFTED HAIR GRASSFESTUCA GLAUCA / BLUE FESCUESPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEEDSHRUBS 018,049 SFJUNIPERUS HORIZONTALIS / CREEPING JUNIPERRHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMACORNAMENTALS8,500 SFECHINACEA PALLIDA / PALE PURPLE CONEFLOWERMONARDA FISTULOSA / BERGAMOTSHRUBS 0214,639 SFSCREENING SHRUBS - 3` HEIGHT 75% OPACITY AT MATURITYARONIA MELANOCARPA / CHOKEBERRYJUNIPERUS VIRGINIANA `GREY OWL` / EASTERN REDCEDARSEED MIX 0115,274 SFWOODLAND EDGE SEED MIX - NATIVE GRASSES AND WILDFLOWERS / TBDTURF18,887 SF-KEYBOTANICAL NAME / COMMON NAMEQTYADD ALT QTY Project No.Revisions1220 Marshall Street NEMinneapolisMinnesota 55413-1036612.677.7100612.677.7499 faxwww.rsparch.comRSP ArchitectsCertificationProject ForI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervision andthat I am a duly licensed Architect under the laws of theState of Minnesota.DateRegistration NumberSignatureDrawn ByChecked ByDateNOTICE: The designs shown and described hereinincluding all technical drawings, graphics, and modelsthereof, are proprietary and cannot be copied,duplicated or commercially exploited, in whole or inpart, without express written permission of RSPArchitects. These are available for limited review andevaluation by clients, consultants, contractors,government agencies, vendors and office personnelonly in accordance with this Notice.© Copyright RSP Architects 2019. All rights reserved.ConsultantsARDEN HILLSCAMPUS PARKINGEXPANSION6131.001.58Amber HillMatt Rensch4/1/19CITY SUBMITTAL4/1/192629203/27/2019401 North 2nd Avenue, Suite 410Minneapolis, MN 55401 p: 612.332.7522L060MATCHLINESEE RIGHTMATCHLINESEE LEFTNORTH0SCALE:9060301" = 30'Landscape Plan PROJECT LIMITSPROJECT LIMITSADD ALTERNATIVE PROJECT LIMITS CUMMINGS PARK DRIVELEXINGTON AVENUE NORTH QUALITY DRIVE PROPERTY LINEPROPERTY LINE ADD ALTERNATIVE T-01T-03T-04T-05T-06T-07T-08T-09T-12T-11T-13T-14T-15T-16T-17T-18T-19T-20T-21T-22T-23T-24T-25T-26T-27T-28T-29T-30T-31T-32T-33T-34T-35T-36T-37T-38T-39T-40T-44T-45T-46T-47T-48T-49T-50T-51T-52T-53T-54T-55T-57T-61T-62T-63T-64T-65T-67T-68T-69T-71T-72T-73T-74T-75T-02T-10T-60T-70T-66T-82DEDEDEDEDEDET-83T-84T-85T-86T-87T-88T-89SUBSURFACE TREATMENT BASINADD ALTERNATIVEADD ALTERNATIVE PROJECT LIMITSPROJECT LIMITS PROJECT LIMITS QUALITY DRIVE LEXINGTON AVENUE NORTHBOSTON SCIENTIFIC DRIVET-74T-75T-76T-77T-78T-79T-80T-41T-58T-59T-56T-70T-42T-43DETREE PRESERVATION SCHEDULESYMBOLT-01T-02T-03T-04T-05T-06T-07T-08T-09T-10T-11T-12T-13T-14T-15T-16T-17T-18T-19T-20T-21T-22T-23T-24T-25T-26T-27T-28T-29T-30T-31T-32T-33T-34T-35T-36T-37T-38T-39T-40T-41T-42T-43T-44T-45T-46T-47T-48T-49T-50T-51T-52T-53T-54T-55T-56T-57T-58T-59T-60T-61T-62T-63T-64T-65T-66T-67T-68T-69T-70T-71T-72T-73T-74T-75T-76T-77T-78T-79T-80T-82T-83T-84T-85T-86T-87T-88T-89DESOFTWOODS UNDER 12" ARE NOT REQUIRED TO BEQUANTIFIED IN TREE REMOVAL CALCULATIONSPECIESCAL/SIZETYPESTATUSOAK12"HARDWOOD DEMOOAK10"HARDWOOD DEMOOAK11"HARDWOOD DEMOOAK10"HARDWOOD DEMOOAK10"HARDWOOD DEMOCEDAR7"EVERGREEN DEMOOAK10"HARDWOOD DEMOCH12"HARDWOOD DEMOOAK15"HARDWOOD DEMOOAK15"HARDWOOD DEMOOAK15"HARDWOOD DEMOCOTTONWOOD 16"SOFTWOOD DEMOOAK10"HARDWOOD DEMOOAK10"HARDWOOD DEMOOAK16"HARDWOOD DEMOOAK12"HARDWOOD DEMOOAK26" HARDWOOD DEMOELM14"SOFTWOOD DEMOOAK24" HARDWOOD DEMOOAK16"HARDWOOD DEMOOAK13"HARDWOOD DEMOOAK18"HARDWOOD DEMOOAK12"HARDWOOD DEMOOAK9"HARDWOOD DEMOOAK12"HARDWOOD DEMOOAK11"HARDWOOD DEMOOAK12"HARDWOOD DEMOOAK10"HARDWOOD DEMOOAK10"HARDWOOD DEMOOAK14"HARDWOOD DEMOOAK11"HARDWOOD DEMOOAK10"HARDWOOD DEMOBOX ELDER 20" SOFTWOOD DEMOOAK12"HARDWOOD DEMOOAK14"HARDWOOD DEMOOAK18"HARDWOOD DEMOOAK14"HARDWOOD DEMOOAK15"HARDWOOD DEMOOAK14"HARDWOOD DEMOOAK11"HARDWOOD DEMOCRABAPPLE 13"SOFTWOOD DEMOCRAB APPLE 12"HARDWOOD DEMOASH18"HARDWOOD DEMOOAK12"HARDWOOD DEMOOAK17"HARDWOOD DEMOOAK20" HARDWOOD DEMOOAK14"HARDWOOD DEMOOAK10"HARDWOOD DEMOOAK10"HARDWOOD DEMOCOTTONWOOD 13"SOFTWOOD DEMOCOTTONWOOD 16"SOFTWOOD DEMOOAK10"HARDWOOD DEMOCH15"HARDWOOD DEMOASH10"HARDWOOD DEMOELM14"SOFTWOOD DEMOASH18"HARDWOOD DEMOOAK14"HARDWOOD DEMOASH18"HARDWOOD DEMOSPRUCE12"EVERGREEN DEMOOAK13"HARDWOOD DEMOOAK20" HARDWOOD DEMOOAK14"HARDWOOD DEMOBOX ELDER 14"SOFTWOOD DEMOOAK20" HARDWOOD DEMOBOX ELDER 15"SOFTWOOD DEMOASH16"HARDWOOD DEMOOAK20" HARDWOOD DEMOOAK20" HARDWOOD DEMOBOX ELDER 12"SOFTWOOD DEMOCRAB APPLE 15"SOFTWOOD DEMOSPURCE14"EVERGREEN DEMOASH22" HARDWOOD DEMOSPRUCE11"EVERGREEN DEMOSPRUCE5"EVERGREEN DEMOSPRUCE4"EVERGREEN DEMOSPRUCE4"EVERGREEN DEMOASH19"HARDWOOD DEMOSPRUCE5"EVERGREEN DEMOSPRUCE4"EVERGREEN DEMOASH16"HARDWOOD DEMOEVERGREEN 5"EVERGREEN DEMOEVERGREEN 5"EVERGREEN PRESERVEEVERGREEN 5"EVERGREEN PRESERVEEVERGREEN 5"EVERGREEN PRESERVEEVERGREEN 5"EVERGREEN PRESERVEEVERGREEN 5"EVERGREEN PRESERVEEVERGREEN 5"EVERGREEN PRESERVEEVERGREEN 5"EVERGREEN PRESERVEDESCRIPTIONCAL INCHESTOTAL TREE CALIPER INCHES1120"TOTAL DEMOLISHED CALIPER INCHES1085"DEMOLISHED CALIPER INCHES ABOVE 10% OF TOTAL973"REQUIRED REPLACEMENT (AT 1" PER 2" CALIPER REMOVED) 486"PROPOSED CALIPER INCHES WITHIN SITE BOUNDARY603"PROPOSED CALIPER INCHES WITHIN GREATER CAMPUSN/ATREE_PRESERVATION_CALCULATIONS Project No.Revisions1220 Marshall Street NEMinneapolisMinnesota 55413-1036612.677.7100612.677.7499 faxwww.rsparch.comRSP ArchitectsCertificationProject ForI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervision andthat I am a duly licensed Architect under the laws of theState of Minnesota.DateRegistration NumberSignatureDrawn ByChecked ByDateNOTICE: The designs shown and described hereinincluding all technical drawings, graphics, and modelsthereof, are proprietary and cannot be copied,duplicated or commercially exploited, in whole or inpart, without express written permission of RSPArchitects. These are available for limited review andevaluation by clients, consultants, contractors,government agencies, vendors and office personnelonly in accordance with this Notice.© Copyright RSP Architects 2019. All rights reserved.ConsultantsARDEN HILLSCAMPUS PARKINGEXPANSION6131.001.58Amber HillMatt Rensch4/1/19CITY SUBMITTAL4/1/192629203/27/2019401 North 2nd Avenue, Suite 410Minneapolis, MN 55401 p: 612.332.7522MATCHLINESEE RIGHTMATCHLINESEE LEFTNORTH0SCALE:9060301" = 30'L006Tree Preservation Plan BOSTON SCIENTIFIC DRIVECUMMINGS PARK DRIVELEXINGTON AVENUE NORTHQUALITY DRIVESUBSURFACE TREATMENT BASINLEXINGTON AVENUE NORTHQUALITY 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HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY REGISTEREDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.DANIEL PAUL BIGGARDATE:THESE DOCUMENTS HAVE BEEN PREPARED BY HUNT ELECTRIC CORPORATION WITH THEEXPRESSED UNDERSTANDING THAT THE INSTALLATION OF THE WORK DESCRIBED WILL BEPERFORMED BY HUNT ELECTRIC CORPORATION OR UNDER DIRECT SUPERVISION.INSTALLATION OF THIS WORK UNDER ANY OTHER CIRCUMSTANCES IS PROHIBITED.PROJECT NUMBER:DATE:DRAWN:CHECKED:SCALE:SHEET NUMBER7900 Chicago Avenue SouthBloomington, MN 55420(651) 646 2911Fax (651) 643 6575REG. NO.PLAN NORTH TRUE NORTHREVISION SCHEDULESHEET NAMENORTH ARROWKEY PLANSIGNATUREREG. NO. 26752ONE INCH BOSTON SCIENTIFICSITE PARKINGLIGHTINGLEXINGTON AVENUE LOTIssue Date8348203-15-2019S.U.O.M.B.NO. REVISIONDATEAS NOTEDPERMIT ISSUE03-15-2019ELECTRICAL SITE PLANLIGHTINGESITE1ESITESCALE: 1" = 30'-0" ELECTRICAL SITE PLAN - LIGHTING S:\Jobs\99930\MIKEB\BSCI Parking Expansion\DWG\ESITE.dwg, 3/15/2019 12:59:31 PM, DWG To PDF.pc3