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Home My WebLink About2021/11/17 - ADMIN - Agenda Packets - Planning Commission - Regular Planning commission meeting November 17, 2021 6:00 p.m. If you need special accommodations or have questions about the meeting, please call Sean Walther at 952.924.2574 or the administration department at 952.924.2525. Planning commission The St. Louis Park Planning Commission is meeting in person at St. Louis Park City Hall, 5005 Minnetonka Blvd. in accordance with the most recent COVID-19 guidelines. Some members of the planning commission may participate by electronic device or telephone rather than by being personally present at the meeting. Members of the public can attend the planning commission meeting in person or watch the meeting by webstream at bit.ly/watchslppc and on local cable (Comcast SD channel 17 and HD channel 859). Visit bit.ly/slppcagendas to view the agenda and reports. Members of the public who want to address the planning commission during the hearing(s) on the regular meeting agenda may attend the meeting in person or call the number noted below next to the corresponding item. Call when the meeting starts at 6 p.m. and follow instructions provided. Comments will be taken during the public hearing in the order they are received and must relate to the item being discussed on the agenda. Agenda 1.Call to order – roll call 2.Approval of minutes – November 3, 2021 3.Hearings 3a. Morrie’s Hyundai conditional use permit Applicant: Morrie’s Automotive Group Case No.: 21-36-CUP Public hearing phone number: 952.562.2886 4.Other Business 5.Communications 6.Adjournment Future scheduled meeting/event dates: December 8, 2021 – planning commission regular meeting December 15, 2021 – planning commission regular meeting January 5, 2022 – planning commission regular meeting January 19, 2022 – planning commission regular meeting 1 Planning commission meeting November 17, 2021 STUDY SESION 1. Just Deed’s presentation 2 Planning commission November 3, 2021 6:00 p.m. If you need special accommodations or have questions about the meeting, please call Sean Walther or the administration department at 952.924.2525. Planning commission Members present: Jim Beneke, Matt Eckholm, Jessica Kraft, Michael Salzer, Sam Tift, Joffrey Wilson Members absent: Tom Weber Staff present: Jacquelyn Kramer, Gary Morrison, Sean Walther Guests: none 1. Call to order – roll call 2. Approval of minutes – Oct. 6, 2021 A motion was made by Commissioner Beneke, seconded by Commissioner Wilson, to approve of the Oct. 6, 2021, planning commission minutes as presented. The motion passed 6-0 (Commissioner Weber absent). 3. Hearings 3a. Zoning text amendment off-street parking Applicant: City of St. Louis Park Case No: 21-31-ZA Ms. Kramer presented the report. Commissioner Wilson asked if the reductions are for future developments only or if existing developments can reduce their parking. Ms. Kramer stated when a rule in the zoning code changes, other existing uses can generally utilize the new code, unless there is a specific condition or regulation specific to the property requiring a certain number of parking stalls. Commissioner Beneke asked about restaurant parking reductions and if they are for fast food restaurants only. Ms. Kramer stated yes, only fast-food establishments would have the parking reduction. Sit-down restaurant requirements are not proposed to change in the ordinance. Commissioner Kraft asked about parking near transit and if this includes all types of projects and uses and all building types. Ms. Kramer stated yes, smaller or larger buildings, and all uses quality for the transit reduction if they are close enough. 3 Commissioner Tift asked if there is excess parking with developments now. Ms. Kramer stated we are looking mostly around areas with transit. Commissioner Tift asked if parking regulations are cost prohibitive. Ms. Kramer stated almost all developers will tell you parking is expensive but they have requirements by their lenders. Developers are smart about how to use the space most efficiently. Mr. Walther stated approvals granted with reductions have been justified so there has not been undo parking on the street. He stated this sets the floor and if it’s in an area with not very good transit service, the city does allow for more parking. Commissioner Salzer asked why coffee shops are called out separately. Ms. Kramer stated that coffee shops are already a separate category with one space for every 200 square feet. She noted they have been shown to have less parking demand and higher turnover. Chair Eckholm open the public hearing. There were no comments. Chair Eckholm closed the public hearing. Chair Eckholm stated staff has done a good job on this, taking feedback, and developing this text amendment. He stated this will make it easier to take advantage of parking that already exists and he likes the idea of more EV chargers as well. He stated he is supportive. Commissioner Beneke will also support this, adding this was well thought out by staff. Commissioner Tift agreed and will vote in favor of this amendment also. Commissioner Salzer stated he liked the changes and will vote in favor as well. Commissioner Kraft made a motion, seconded by Commissioner Tift, to approve the zoning code text amendment pertaining to off-street parking. The motion passed 6-0 (Commissioner Weber absent). 4. Other Business 5. Communications Mr. Walther stated following this meeting there will be planning commission study session. The next meeting is November 17. He noted the election results for City Council: Margaret Rog, Tim Brausen, Lynette Dumalag, Sue Budd, adding that certification by the city council will be forthcoming. 4 Commissioner Salzer introduced himself to the commission and public as the newest commissioner. 6. Adjournment – 6:25 p.m. Study Session 1. Solar energy systems Mr. Morrison presented the report. Mr. Morrison stated the ordinance would provide clarity and is required to get the SolSmart gold designation. Mr. Morrison noted three policy changes and stated he will be asking for feedback from the commission; should ground mounted solar energy systems be allowed in the front yards, should staff be given authority to administratively alter approved landscaping plans to accommodate solar energy systems, and should the city continue to require six foot privacy fences around pools when they are located closer than 25 feet to the rear lot line. Chair Eckholm stated he would prefer some aesthetics with a solar array when mounted on the ground. He added he is not excited about the idea of changing landscape to do this although he wants to encourage adding solar. He stated there are expectations that can be set forth also, adding he would hate for large trees to be torn down to make way for solar, noting there should be more discussion on this. Councilmember Kraft asked if there are any ground mounted solar panels in St. Louis Park. Mr. Morrison stated no. He added the ordinance proposes to require solar panels in residential districts to be on rooftops. Commissioner Tift asked what the threshold is for when staff can approve landscape changes. Mr. Walther stated there is a rule that allows staff to administratively make changes that impact less than 10% of the change. Staff includes the city forester typically when adjustments are made. Mr. Walther added that staff is concerned about making value judgements on removing mature trees. Commissioner Wilson stated city staff does have flexibility to make some decisions on landscape and not only rely on the residents, adding that each case is different. Mr. Walther stated staff would not be that involved on a single-family lot and would be more involved in a multi-family development. 5 Commissioner Wilson stated solar and EV is the direction cities are going so it will be important to put the infrastructure in place to be ready for the future of solar. He added he is hoping to avoid incremental costs for the city in the future, where and when possible. Mr. Walther stated these are good points and added that sustainability staff is working on this, however there are some limitations at this point. He also noted the city has worked with a consultant on this, as well. Mr. Walther added there will be solar panels on the Via Sol project roof. Commissioner Salzer asked if this relates to residential or commercial. Mr. Morrison indicated it could apply to both as written. Mr. Walther stated if solar is not allowed in the front yard, a resident could pursue a variance through the city. Commissioner Salzer asked about vegetation required to be underneath. He asked what if there were no grass, but asphalt only. Mr. Morrison stated for residential there is a limit as to how much of the front yard can be covered with impervious surface. For commercial this would not be an issue as there is typically asphalt in front of many buildings and landscaped area is also required by code. He added commercial and residential would be differentiated within the ordinance. Commissioner Salzer asked if there are any size requirements for solar array. Mr. Morrison stated the maximum is 15% lot covered as an accessory use and there is not a minimum size. Commissioner Kraft stated most will want to get the most bang for their buck on solar but noted she would be supportive of not allowing solar in front yards. Commissioner Beneke agreed. Mr. Morrison asked about landscaping adjustments. The commissioners agreed going beyond 10% for administrative adjustments would be fine if there are some aesthetic guidelines included for the solar equipment. Regarding swimming pools, Chair Eckholm stated it would depend how close the pool would be to another residential property. The commissioners suggested keeping the privacy fence requirement. Mr. Walther stated the Great Plains Institute has been helpful to the city on solar. He also noted that within the state of MN, there are cities where the electric transmission lines are at capacity and they may not be able to integrate solar into the grid for many years or take advantage of the current solar incentives. That doesn’t prevent individuals from adding to their properties on their own and only serving their site. Fortunately, that doesn’t seem to be a common issue in St. Louis Park. Mr. Morrison stated the ordinance will go before planning commission on December 8, 2021 for a public hearing. 6 2. Zoning ordinance amendment pertaining to daycare Mr. Morrison noted that commercial daycares are being requested within the city, especially with all the multi-family housing being developed. He also noted that they are having difficulty meeting city requirements. Commissioner Wilson stated he agrees with all the issues brought forth related to this amendment. He asked about using rooftops for play areas. Mr. Morrison stated this would be possible if it meets building and fire codes. Chair Eckholm also agreed with the items noted as well. He noted concerns about pedestrian crossings and is hesitant to comment on loading and unloading; he would prefer to see those at a turnaround or non-arterials. He added the daycares should not be on the second floor in the business park, and having the 50% limit on the first floor seems like an arbitrary restriction. For industrial and mixed-use areas, day care should be allowed, but not heavy industry. Commissioner Beneke stated he has mixed feelings about the use of parks as some commercial daycares might overwhelm a park, but if it is going to limit the development, then he may support it. Commissioner Wilson stated parents would likely police the daycare and the safety issues involved. Commissioner Kraft agrees with most items but she has one concern about using public parks as some in St. Louis Park are not appropriate for younger children. She added if the daycare is using only one park, multiple hours of the day, she would have concerns about this also. She stated she would prefer daycares have a playground included on the premises. Commissioner Wilson stated we have invested in our parks, so let’s use them. Chair Eckholm added a park can be upgraded so it becomes safe for use, noting that would be a win for all. Commissioner Wilson left the meeting at 7:34 p.m. Mr. Walther stated staff will also be discussing this with the operations and recreation staff. Mr. Morrison added a park must be 1,500 feet from the daycare center. Commissioner Kraft added she is open to daycare children using parks but only in addition to the play area that would be attached to the daycare itself. 7 Commissioner Kraft asked for more detail about the loading and unloading. Mr. Morrison stated that this is currently required to be onsite and the code would be adjusted to allow for some on-street curbside loading and unloading. Commissioner Beneke asked when a daycare becomes commercial. Mr. Morrison stated the home-based daycares are licensed by the county and the occupant of a home can operate with a maximum of 14 children and one outside employee. He added the proposed ordinance will not affect home-based daycares. Mr. Morrison stated staff will work on this ordinance and clarify the language and bring to council on December 8, 2021. 3. Adjournment -7:41 p.m. ______________________________________ ______________________________________ Sean Walther, liaison Matt Eckholm, chair member 8 Planning commission: Regular meeting Meeting date: November 17, 2021 Agenda item: 3a 3a Morrie’s Hyundai conditional use permit Location: 6639 Wayzata Boulevard Case Number: 21-36-CUP Applicant/Owner: Morrie’s Automotive Group Review Deadline: 60 days: December 5, 2021 120 days: February 3, 2022 Recommended motions: Chair to open the public hearing, take testimony, and close the public hearing. Motion to recommend approval of the conditional use permit subject to the conditions recommended by staff. Summary of request: Morrie’s Automotive Group requests city approval for an expansion and remodel project of their existing Hyundai car dealership and service center at 6639 Wayzata Boulevard. Site information: Site area (acres): 5.11 9 Regular meeting meeting of November 17, 2021 (Item No. 3a) Title: Morrie’s Hyundai conditional use permit Current use: Surrounding land uses: Motor vehicle sales, motor vehicle service and repair as an accessory use North: right-of-way (Wayzata Boulevard and Interstate 394) East: commercial South: multi-family residential West: commercial and multi-family residential Current 2040 land use guidance: Current zoning: COM - commercial C-2 general commercial Overlay districts: FEMA flood zone A Travel demand management zone B Background: The city adopted two resolutions related to the special permit for this property for new and used car sales. The original was Resolution 3050 in 1966 allowing the use and the other was Resolution 5979 in 1978 adding conditions to limit test driving cars on residential streets. The site has operated as a car dealership since 1966 under various owners. Morrie’s Automotive Group is the current property owner and operates a car dealership with a service department on the site. Present considerations: The applicant requests city approval to remodel and expand the existing building to bring it in line with current Hyundai franchise standards. Improvements include an expansion of the service department with new service reception and car washing facilities, a remodeled and expanded showroom and customer lounge, and an exterior refresh of the front of the building. The proposed car wash is part of the service department, and not a drive-up or automated car wash. The plan adds landscape islands to the parking lot and includes restriping the parking stalls. The plan also adds trees and shrubs throughout the site. Motor vehicle sales and accessory motor vehicle service and repair require a conditional use permit in the C-2 district. The applicant requests a conditional use permit (CUP) and, if approved, would replace the previous approvals and staff would recommends revoking the special permit as part of the process. Floodplain: According to Federal Emergency Management Agency (FEMA) flood hazard maps and thus the city zoning map, the property lies partially within the special flood hazard zone. However, the current building as well as the proposed expansions occur outside this zone. The current plans meet all city and federal floodplain requirements. Traffic demand management district: The cities of St. Louis Park and Golden Valley have a joint powers agreement and administer travel demand management (TDM) overlay districts in both cities along the Interstate 394 corridor. All developments in a TDM district which contain more than 0.6 square foot of gross floor area per each square foot of land area within a lot or parcel, also known as the floor area ratio (FAR), in the I-394 corridor. If a development exceeds this threshold, a conditional use permit with additional conditions related to traffic management is required. The proposed building additions would result in a FAR of 0.19. The project does not 10 Regular meeting meeting of November 17, 2021 (Item No. 3a) Title: Morrie’s Hyundai conditional use permit trigger any additional TDM district requirements, and no TDM fees are required for this project. Zoning analysis: The following table provides zoning information for the project. Further project details are provided below. Factor Required Proposed Met? Use Motor vehicle sales with motor vehicle service and repair No change Yes Height 6 stories, 75 feet 1 story, 19.5 feet Yes Building materials At least 60% Class I materials; No change to existing building; building additions will meet this requirement. Proposed Class 1 materials: brick, glass Yes Floor area ratio (FAR) Maximum 2.0 0.19 Yes Setbacks Front: 5 feet Side (east): 0 feet Side (west): 5 feet Rear: 15 feet Front: 42.1 feet Side (east): 442.8 feet Side (west): 37.7 feet Rear: 76.1 feet Off-street parking Motor vehicle sales: 1/2,500 square feet display area = 32 Motor vehicle service & repair: 4 per service bay = 104 Total: 136 Customer stalls: 45 Service stalls: 104 Display stalls: 271 Total: 420 Yes Electric vehicle supply equipment (EVSE) Level 2: 2 stations and 10% of stalls with conduit for future Level 2 ESVE (14 spaces) Level 2: 2 stations and 10% of stalls with conduit for future Level 2 ESVE (14 spaces) Yes Bicycle parking 14 spaces 14 spaces Yes Landscaping- number of trees and shrubs Trees 46 Shrubs 252 Trees 41 canopy trees + 10 ornamental trees Total: 46 Shrubs 252 Yes Refuse handling Full screening and compliance with city’s solid waste ordinance Plan will comply with all solid waste handling and screening requirements Yes 11 Regular meeting meeting of November 17, 2021 (Item No. 3a) Title: Morrie’s Hyundai conditional use permit Factor Required Proposed Met? Stormwater management Meet city, watershed, and state requirements Site will meet requirements Yes Mechanical equipment Full screening required Site will meet requirements Yes Parking: The project meets vehicular, bicycle, and electric vehicle parking requirements. The owner shall install signage to differentiate between customer, employee, and display parking, and only employees shall be allowed to park and drive vehicles to and from display spaces. Lighting: The applicant submitted a lighting plan as part of the application which meets all site lighting requirements in the zoning code. Lighting will be located and shielded to avoid spillover onto adjacent properties. Signs: A preliminary sign plan was submitted with this application, which appears to meet all sign requirements in the zoning ordinance. A separate sign permit will be required before any new signs may be installed on the site. Conditional use permit: Staff find the application meets all the following conditions for a conditional use permit for motor vehicle sales in the C-2 General Commercial zoning district: 1. No previously registered but currently unlicensed or inoperable vehicles shall be stored on premises. 2. A minimum of 50 percent of the vehicles for sale on the premises shall be new vehicles. 3. All open sales or rental lots shall be operated in conjunction with a building or buildings containing the same or similar materials as displayed on the open sales or rental lot. 4. The building and the sales or rental lot shall be on one contiguous site. 5. String lighting shall be prohibited. 6. The area of open sales or rental lot used for storage and display of merchandise shall not exceed two square feet for every one square foot of building on the site devoted to the same or a similar use or accessory use. 7. No test driving shall be permitted on local residential streets. 8. No outdoor public address system shall be permitted. 9. All customer and employee parking shall be clearly designated and signed. 10. No motor vehicle transport loading or unloading shall be permitted on any minor residential street. 11. No display or storage of motor vehicles shall be permitted on any public right-of-way. 12. The storage lot shall be located a minimum of 100 feet from any parcel that is zoned residential and used or subdivided for residential use, or has an occupied institutional building, including but not limited to schools, religious institutions, and community centers. 13. The use is in conformance with the comprehensive plan including any provisions of the redevelopment chapter and the plan by neighborhood policies for the neighborhood in which it is located, and conditions of approval may be added as a means of satisfying this requirement. 12 Regular meeting meeting of November 17, 2021 (Item No. 3a) Title: Morrie’s Hyundai conditional use permit Staff find the application meets all the following conditions for a conditional use permit for the accessory use of motor vehicle service and repair in the C-2 General Commercial zoning district: 1. No public address system shall be audible from any parcel that is zoned residential and used or subdivided for residential, or has an occupied institutional building, including but not limited to schools, religious institutions, and community centers. 2. All repair, assembly, disassembly, and maintenance of vehicles shall be inside a closed building except tire inflation, changing wipers or adding oil. 3. Test driving shall be prohibited on any street in an R or O district. 4. Access shall be to a roadway identified in the comprehensive plan as a collector or arterial or shall be otherwise located so that access can be provided without generating significant traffic on local residential streets. 5. The building housing the use shall be located a minimum of 100 feet from any parcel that is zoned residential and used or subdivided for residential use, or has an occupied institutional building, including but not limited to schools, religious institutions, and community centers. In the case of an automatic carwash where the vehicular entrance and exit doors do not face said parcel within 100 feet, the building shall be located a minimum of 95 feet from said parcel that is zoned residential and used or subdivided for residential use, or has an occupied institutional building, including but not limited to schools, religious institutions, and community centers. The project must also meet the following general requirements for conditional use permits: 1. Consistency with city plans. The use of this property for motor vehicle sales and motor vehicle service and repair is consistent with and supportive of principles, goals, objectives, land use designations, redevelopment plans, neighborhood objectives, and implementation strategies of the comprehensive plan. The property is guided “Commercial” which allows the existing uses. 2. Nuisance. The project is not detrimental to the health, safety, morals, and general welfare of the community as a whole. It will not have undue adverse impacts on the use and enjoyment of properties, existing and anticipated traffic conditions, parking facilities on adjacent streets, and values of properties near the conditional use. Staff are not aware of any complaints regarding the current uses, and do not anticipate negative effects from the proposed expansion. 3. Compliance with code. The project is consistent with the regulations, intent and purpose of City Code and the zoning district in which the conditional uses are located. 4. Consistency with service capacity. The project will not have undue adverse impacts on governmental facilities, services or improvements which are either existing or proposed. Services will not be impacted by the building additions. 5. Site design. The project plans are consistent with the design and other requirements of site and landscape plans prepared by or under the direction of a professional landscape architect or civil engineer registered in the state and adopted as part of the conditions imposed on the use by the city council. The site design meets the city’s requirements. 6. Consistency with utilities. The project is consistent with all city stormwater, sanitary sewer, and water plans. 13 Regular meeting meeting of November 17, 2021 (Item No. 3a) Title: Morrie’s Hyundai conditional use permit Public outreach: All property owners within 350 feet of the property were mailed notices of the public hearing. A legal notice was published in the official newspaper regarding the public hearing. Project and meeting information was shared on the city website. A “proposed development” sign with contact information was posted on the property. At the time of this report one person called to ask questions regarding the project but had no comments or concerns. Next steps: The council is scheduled to consider the application on December 6, 2021. Recommendations: Staff recommend approval of the conditional use permit to operate motor vehicle sales with accessory motor vehicle sales and service at 6639 Wayzata Boulevard, subject to the following conditions: 1. The special permit granted by Resolution 3050 and amended by Resolution 5979 are revoked. 2. Before the city issues a building permit for the project, the applicant must obtain a permit to install a fire suppression system in the existing building. 3. The owner shall install signage to differentiate between customer, employee, and display parking, and only employees shall be allowed to park and drive vehicles to and from display spaces. 4. A sign permit shall be approved by city staff before any new signs are installed on the site. 5. All utilities shall be buried. 6. Prior to starting any land disturbing activities, the following conditions shall be met: a. A preconstruction meeting shall be held with the appropriate development, construction, private utility, and city representatives. b. A performance guarantee in the form of cash escrow or irrevocable letter of credit shall be provided to the City of St. Louis Park in the amount of 1.25 times the estimated costs for the installation of all landscaping improvements. c. All necessary permits shall be obtained. d. Final construction plans for all improvements shall be signed by a registered engineer and submitted to the city engineer for review and approval. 7. The developer shall comply with the following conditions during construction: a. All city noise ordinances shall be complied with, including that there be no construction activity between the hours of 10 p.m. and 7 a.m. Monday through Friday, and between 10 p.m. and 9 a.m. on weekends and holidays. b. The site shall be kept free of dust and debris that could blow onto neighboring properties. c. Public streets shall be maintained free of dirt and shall be cleaned as necessary. d. The city shall be contacted a minimum of 72 hours prior to any work in a public street. 14 Regular meeting meeting of November 17, 2021 (Item No. 3a) Title: Morrie’s Hyundai conditional use permit e. Work in a public street shall take place only upon the determination by the city engineer (or designee) that appropriate safety measures have been taken to ensure motorist and pedestrian safety. f. Temporary electric power connections shall not adversely impact surrounding neighborhood service. 8. In addition to any other remedies, the developer or owner shall pay an administrative fee of $750 per violation of any condition of this approval. 9. The conditional use permit shall be revoked and cancelled if the building or structure for which the conditional use permit is granted is removed. Supporting documents: project plans Prepared by: Jacquelyn Kramer, associate planner Reviewed by: Sean Walther, planning manager 15 16 Sep 20, 2021 - 11:44am - User:JWeyenberg L:\PROJECTS\50313\CAD\Civil\Sheets\50313-C1-TITLE.dwg C0.00 COVER SHEET Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BLVD MINNETONKA, MN 55305 MORRIE'S HYUNDAI ADDITION ST. LOUIS PARK, MN 6661 WAYZATA BLVD ST. LOUIS PARK, MN JM JMW BF PRELIMINARY MM/DD/2021 50313 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 10/20/202152728 Brian Frank DEVELOPER/OWNER MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BOULEVARD MINNETONKA, MN 55305 TEL 952-797-1373 PHILLIP.BRANSON@MORRIES.COM CONTACT: PHILLIP BRANSON ARCHITECT GRIES ARCHITECTURAL GROUP, INC. 500 NORTH COMMERCIAL STREET NEENAH, WI 54956 TEL 715-808-1555 DBURNAM@GRIES.DESIGN CONTACT: DAN BURNAM CIVIL ENGINEER SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 BFRANK@SAMBATEK.COM CONTACT: BRIAN FRANK LANDSCAPE ARCHITECT SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 JWORKMAN@SAMBATEK.COM CONTACT: JOHN WORKMAN SURVEYOR SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 EWITHROW@SAMBATEK.COM CONTACT: ERIC WITHROW SHEET INDEX SHEET DESCRIPTION C0.00 COVER SHEET C0.01 EXISTING CONDITIONS C0.02 DEMOLITION PLAN C0.03 SITE PLAN C0.04 GRADING & UTILITY PLAN C0.05 GRADING & UTILITY NOTES C0.06 PHASE I EROSION CONTROL PLAN C0.07 PHASE II EROSION CONTROL PLAN C0.08 EROSION CONTROL NOTES & DETAILS C0.09 DETAILS L0.01 LANDSCAPE PLAN for Preliminary Site Development Plans Morrie's Hyundai Morrie's Automotive Group St. Louis Park, Minnesota Presented by: NO SCALE VICINITY MAP SITE CONSULTANT CONTACT LIST: N.T.S. CITY OF ST. LOUIS PARK SPECIFICATIONS (2021) CITY ENGINEER'S ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS (2013) MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (2018 EDITION) GOVERNING SPECIFICATIONSHAMPSHIRE AVE S394 100 CEDA R L A K E R D S PARK PLACE BLVD12 LAUREL AVE XENIA AVE S40 GLENWOOD AVE COLORADO AVE S17 Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of date: job: d. by: rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.griesarchitectural.com9/17/2021 2:56:18 PMC:\projects\21-004 Morries Hyundai\21-004 Revit\21-004_Morries Hyundai.rvtA-4.2 Author 09/17/2021 21-004BUILDING ALTERATIONS AND ADDITIONS FOR:MORRIES HYUNDAIST. LOUIS PARK, MINNESOTAA-4.2 1 NORTHEAST RENDERING A-4.2 2 NORTHWEST RENDERING 18 FIRST FLOOR 100' -0" FIRST FLOOR 100' -0" ROOF PLAN 118' -0" ROOF PLAN 118' -0" T.O. FOOTING 96' -0"T.O. FOOTING 96' -0" SHOP FLOOR 99' -6"13'-6"6'-0"PIPE BOLLARDS TO MATCH SHERWIN WILLIAMS #6104, TYP. 24" "SERVICE" CHANNEL LETTERS, WHITE, AS MANF BY HMA SIGN VENDOR SERVICE DRIVE LANE INDICATOR OVER DOOR, TYP. AFTER HOURS KEY DROP BOX O.H. GLAZED HIGH SPEED DOOR, TYP. FRAME AND MULLIONS CLR ANOD. ALUM 32" TALL CHROME HYUNDAI LOGO SIGN HCS-32F 23" TALL CHROME HYUNDAI BRAND SIGN HCL-23F 4'-6"9'-0"HORIZONTAL MULLION AT 9'-0" A.F.F. IS THE ONLY EXPOSED MULLION, ALL VERTICAL GLASS JOINTS ARE SILICONE BUTT JOINTS 'SHAPED SKY' ACM PANELS, AS MANUF BY AGI, INSTALLED OVER BLACK ACM PANELS, DRY JOINT ENTRY ELEMENT FRAMING BY CONTRACTOR, ACM PANELS, "HYUNDAI NORTH AMERICA BRONZE", AS MANUF AND INSTALLED BY HMA'S ACM VENDOR, DRY JOINT SYSTEM INCLINED COLUMNS (INTERIOR), TYP. 18" DEALER SIGN WHITE CHANNEL LETTERS DNW-18F 3'-10"4'-10" STRUCTURAL SILICONE GLAZED (SSG) CURTAIN WALL SYSTEM WITH CLEAR ANODIZED ALUMINUM INTERIORS "VITRO SOLARBAN 72 ON STARPHIRE GLASS AND CLEAR INTERIOR LITE" 'SHAPED SKY' ACM PANELS, AS MANUF BY AGI, INSTALLED OVER BLACK ACM PANELS, DRY JOINT EIFS OVER EXISTING CMU WALL, TO 48" AFF. COLOR TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE", SANDBLAST FINISH EIFS OVER EXISTING CMU WALL, FROM 48" AFF TO TOP OF WALL. COLOR TO MATCH SHERWIN WILLIAMS #9111 "ANTLER VELVET", SANDBLAST FINISH NEW PREFINISHED METAL CAP FLASHING 6'-0"13'-6"BUILDING MATERIALS AT ADDITION: 2,752 TOTAL WALL S.F.100% 1,873 CLASS I S.F. 68% 865 CLASS II S.F. 31% 100'-10 3/4" SIGNAGE AREA: 87 SQUARE FEET19'-6"18'-10"4'-0"4'-0"4'-0"4'-0"BRICK OVER CMU WALL, TO 48" AFF. COLOR TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE" BRICK OVER CMU WALL, FROM 48" AFF TO TOP OF WALL. COLOR TO MATCH SHERWIN WILLIAMS #9111 "ANTLER VELVET" BUILDING MATERIALS AT EXISTING: NEW EIFS ON EXISTING CMU FIRST FLOOR 100' -0" ROOF PLAN 118' -0" T.O. FOOTING 96' -0" SHOP FLOOR 99' -6" EIFS OVER EXISTING CMU WALL, TO 48" AFF. COLOR TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE", SANDBLAST FINISH EIFS OVER EXISTING CMU WALL, FROM 48" AFF TO TOP OF WALL. COLOR TO MATCH SHERWIN WILLIAMS #9111 "ANTLER VELVET", SANDBLAST FINISH NEW PREFINISHED METAL CAP FLASHING PAINT METAL DOORS, FRAMES & TRIM SHERWIN WILLIAMS #9111 "ANTLER VELVET", SEMI- GLOSS FINISH, TYP. HIGH SPEED GLASS OR ALUMINUM AND GLASS SECTIONAL OVERHEAD DOOR SERVICE DRIVE LANE INDICATOR OVER DOOR (TYPICAL OF TWO) COORDINATE WITH ELECTRICAL SERVICE DRIVE LANE INDICATOR OVER DOOR (TYPICAL OF TWO) COORDINATE WITH ELECTRICAL PAINT METAL DOORS, FRAMES & TRIM SHERWIN WILLIAMS #9111 "ANTLER VELVET", SEMI- GLOSS FINISH, TYP. HIGH SPEED GLASS OR ALUMINUM AND GLASS SECTIONAL OVERHEAD DOOR PAINT METAL DOORS, FRAMES & TRIM SHERWIN WILLIAMS #9111 "ANTLER VELVET", SEMI- GLOSS FINISH, TYP. HIGH SPEED GLASS OR ALUMINUM AND GLASS SECTIONAL OVERHEAD DOOR NEW SCUPPER IN COPING AT EXISTING ROOF, TYP. AT ALL NEW PRE-FINISHED DOWNSPOUT IN EXIST. LOCATION, TYP. AT ALL PIPE BOLLARDS TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE"4'-0"4'-0"4'-0"BUILDING MATERIALS AT ADDITION: 528 TOTAL WALL S.F.100% 474 CLASS I S.F. 90%18'-10"BRICK OVER CMU WALL, TO 48" AFF. COLOR TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE" BRICK OVER CMU WALL, FROM 48" AFF TO TOP OF WALL. COLOR TO MATCH SHERWIN WILLIAMS #9111 "ANTLER VELVET" BUILDING MATERIALS AT EXISTING: NEW EIFS ON EXISTING CMU FIRST FLOOR 100' -0" FIRST FLOOR 100' -0" ROOF PLAN 118' -0" ROOF PLAN 118' -0" T.O. FOOTING 96' -0" T.O. FOOTING 96' -0" LOADING DOCK 102' -6" SHOP FLOOR 99' -6" SHOP FLOOR 99' -6"4'-0"4'-0"4'-0"4'-0"EIFS OVER EXISTING CMU WALL, TO 48" AFF. COLOR TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE", SANDBLAST FINISH EIFS OVER EXISTING CMU WALL, FROM 48" AFF TO TOP OF WALL. COLOR TO MATCH SHERWIN WILLIAMS #9111 "ANTLER VELVET", SANDBLAST FINISH NEW PREFINISHED METAL CAP FLASHING BRICK OVER CMU WALL, TO 48" AFF. COLOR TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE" BRICK OVER CMU WALL, FROM 48" AFF TO TOP OF WALL. COLOR TO MATCH SHERWIN WILLIAMS #9111 "ANTLER VELVET" PIPE BOLLARDS TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE" PAINT METAL DOORS, FRAMES & TRIM SHERWIN WILLIAMS #9111 "ANTLER VELVET", SEMI- GLOSS FINISH, TYP. O.H. GLAZED HIGH SPEED DOOR, TYP. FRAME AND MULLIONS CLR ANOD. ALUM O.H. GLAZED HIGH SPEED DOOR, TYP. FRAME AND MULLIONS CLR ANOD. ALUM HORIZONTAL MULLION AT 9'-0" A.F.F. IS THE ONLY EXPOSED MULLION, ALL VERTICAL GLASS JOINTS ARE SILICONE BUTT JOINTS 'SHAPED SKY' ACM PANELS, AS MANUF BY AGI, INSTALLED OVER BLACK ACM PANELS, DRY JOINT INCLINED COLUMNS (INTERIOR), TYP. STRUCTURAL SILICONE GLAZED (SSG) CURTAIN WALL SYSTEM WITH CLEAR ANODIZED ALUMINUM INTERIORS "VITRO SOLARBAN 72 ON STARPHIRE GLASS AND CLEAR INTERIOR LITE" 9'-0" WIDE VEHICLE LOADING DOORS, TYP. NEW SCUPPER IN COPING AT EXISTING ROOF, TYP. AT ALL NEW PRE-FINISHED DOWNSPOUT IN EXIST. LOCATION, TYP. AT ALL 4'-0"BUILDING MATERIALS AT ADDITION: 2,247 TOTAL WALL S.F.100% 1,917 CLASS I S.F. 85% 274 CLASS II S.F. 15%4'-6"9'-0"49'-1"13'-6"18'-10"19'-6"BUILDING MATERIALS AT EXISTING: NEW EIFS ON EXISTING CMU FIRST FLOOR 100' -0" FIRST FLOOR 100' -0" ROOF PLAN 118' -0" ROOF PLAN 118' -0" T.O. FOOTING 96' -0" T.O. FOOTING 96' -0" SHOP FLOOR 99' -6" EIFS OVER EXISTING CMU WALL, TO 48" AFF. COLOR TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE", SANDBLAST FINISH EIFS OVER EXISTING CMU WALL, FROM 48" AFF TO TOP OF WALL. COLOR TO MATCH SHERWIN WILLIAMS #9111 "ANTLER VELVET", SANDBLAST FINISH NEW PREFINISHED METAL CAP FLASHING 4'-0"4'-0"4'-0"4'-0"HORIZONTAL MULLION AT 9'-0" A.F.F. IS THE ONLY EXPOSED MULLION, ALL VERTICAL GLASS JOINTS ARE SILICONE BUTT JOINTS 'SHAPED SKY' ACM PANELS, AS MANUF BY AGI, INSTALLED OVER BLACK ACM PANELS, DRY JOINT INCLINED COLUMNS (INTERIOR), TYP. STRUCTURAL SILICONE GLAZED (SSG) CURTAIN WALL SYSTEM WITH CLEAR ANODIZED ALUMINUM INTERIORS "VITRO SOLARBAN 72 ON STARPHIRE GLASS AND CLEAR INTERIOR LITE" 9'-0" WIDE VEHICLE LOADING DOORS, TYP. NEW PREFINISHED METAL CAP FLASHING BRICK OVER CMU WALL, TO 48" AFF. COLOR TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE" BRICK OVER CMU WALL, FROM 48" AFF TO TOP OF WALL. COLOR TO MATCH SHERWIN WILLIAMS #9111 "ANTLER VELVET" NEW WINDOWS PIPE BOLLARDS TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE" SERVICE DRIVE LANE INDICATOR OVER DOOR, TYP. PAINT METAL DOORS, FRAMES & TRIM SHERWIN WILLIAMS #9111 "ANTLER VELVET", SEMI- GLOSS FINISH, TYP. O.H. GLAZED HIGH SPEED DOOR, TYP. FRAME AND MULLIONS CLR ANOD. ALUM ENTRY ELEMENT FRAMING BY CONTRACTOR, ACM PANELS, "HYUNDAI NORTH AMERICA BRONZE", AS MANUF AND INSTALLED BY HMA'S ACM VENDOR, DRY JOINT SYSTEM NEW SCUPPER IN COPING AT EXISTING ROOF, TYP. AT ALL NEW PRE-FINISHED DOWNSPOUT IN EXIST. LOCATION, TYP. AT ALL BUILDING MATERIALS AT ADDITION: 2,586 TOTAL WALL S.F.100% 2,248 CLASS I S.F. 87% 274 CLASS II S.F. 10%4'-0"4'-0"4'-0"4'-0"4'-0"39'-2"9'-0"4'-6"13'-6"19'-6"18'-10"19'-4"BUILDING MATERIALS AT EXISTING: NEW EIFS ON EXISTING CMU FIRST FLOOR 100' -0" ROOF PLAN 118' -0" T.O. FOOTING 96' -0" SHOP FLOOR 99' -6" EIFS OVER EXISTING CMU WALL, TO 48" AFF. COLOR TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE", SANDBLAST FINISH EIFS OVER EXISTING CMU WALL, FROM 48" AFF TO TOP OF WALL. COLOR TO MATCH SHERWIN WILLIAMS #9111 "ANTLER VELVET", SANDBLAST FINISH NEW PREFINISHED METAL CAP FLASHING 4'-0"4'-0"4'-0"4'-0"PAINT METAL DOORS, FRAMES & TRIM SHERWIN WILLIAMS #9111 "ANTLER VELVET", SEMI- GLOSS FINISH, TYP. BUILDING MATERIALS AT EXISTING: NEW EIFS ON EXISTING CMU ROOF PLAN 118' -0" SHOP FLOOR 99' -6" NEW PREFINISHED METAL CAP FLASHING PIPE BOLLARDS TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE" O.H. GLAZED HIGH SPEED DOOR, TYP. FRAME AND MULLIONS CLR ANOD. ALUM BUILDING MATERIALS AT ADDITION: 527 TOTAL WALL S.F.100% 527 CLASS I S.F. 100% BRICK OVER CMU WALL, TO 48" AFF. COLOR TO MATCH SHERWIN WILLIAMS #6104 "KAFFEE", SANDBLAST FINISH BRICK OVER CMU WALL, FROM 48" AFF TO TOP OF WALL. COLOR TO MATCH SHERWIN WILLIAMS #9111 "ANTLER VELVET", SANDBLAST FINISH 4'-6"Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of date: job: d. by: rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.griesarchitectural.com10/7/2021 8:46:06 AMC:\projects\21-004 Morries Hyundai\21-004 Revit\21-004_Morries Hyundai.rvtA-4.1 DRB 09/17/2021 21-004BUILDING ALTERATIONS AND ADDITIONS FOR:MORRIES HYUNDAIST. LOUIS PARK, MINNESOTA3/32" = 1'-0"A-4.1 3 NORTH ELEVATION 3/32" = 1'-0"A-4.1 1 SOUTH ELEVATION 3/32" = 1'-0"A-4.1 6 EAST ELEVATION 3/32" = 1'-0"A-4.1 5 WEST ELEVATION 3/32" = 1'-0"A-4.1 2 PARTIAL SOUTH ELEVATION 3/32" = 1'-0"A-4.1 4 PARTIAL NORTH ELEVATION 19 WAYZATA BOULEVARD HAMPSHIRE AVENUE S.13 10 13 52 30 36 54 56 58 29 9 48 9 13 38 5 3 9 3 2 SCALE IN FEET 0 6030 NORTH Sep 20, 2021 - 11:44am - User:JWeyenberg L:\PROJECTS\50313\CAD\Civil\Sheets\50313-C2-EXCND.dwg C0.01 EXISTING CONDITIONS Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BLVD MINNETONKA, MN 55305 MORRIE'S HYUNDAI ADDITION ST. LOUIS PARK, MN 6661 WAYZATA BLVD ST. LOUIS PARK, MN JM JMW BF PRELIMINARY MM/DD/2021 50313 1.SUBJECT PROPERTIES ADDRESS IS 6639 WAYZATA BLVD, ST. LOUIS PARK, MN 55426, ITS PROPERTY IDENTIFICATION NUMBER IS 05-117-21-41-0005. 2.THE GROSS AREA OF THE SUBJECT PROPERTY IS 5.1113 ACRES OR222,647 SQUARE FEET. 3.THE SUBJECT PROPERTY IS ZONED C-2 GENERAL COMMERCIAL. 4.THE BUILDING(S) AND EXTERIOR DIMENSIONS OF THE OUTSIDE WALL AT GROUND LEVEL ARE SHOWN ON THE SURVEY. IT MAY NOT BE THE FOUNDATION WALL. FOUND MONUMENT SET MONUMENT MARKED LS 47481 ELECTRIC METER LIGHT SANITARY SEWER STORM SEWER WATERMAIN FLARED END SECTION ELECTRIC TRANSFORMER AIR CONDITIONER GUY ANCHOR HANDICAP STALL UTILITY POLE POST SIGN TELEPHONE PEDESTAL GAS METER OVERHEAD WIRE CHAIN LINK FENCE IRON FENCE WIRE FENCE WOOD FENCE EASEMENT LINE SETBACK LINE RESTRICTED ACCESS BUILDING LINE BUILDING CANOPY CONCRETE CURB BITUMINOUS SURFACE CONCRETE SURFACE LANDSCAPE SURFACE DECIDUOUS TREE CONIFEROUS TREE 1.THE VERTICAL DATUM IS BASED ON NGVD29-NAVD88. THE ORIGINATING BENCH MARKS ARE XXX AND XXX, BOTH REFERENCED FROM THE MNDOT GEODETIC DATABASE BENCHMARK #1 XXX. ELEV.=XXX.XX BENCHMARK #2 XXX. ELEV.=XXX.XX LEGEND DESCRIPTION PROPERTY SUMMARY BENCHMARKS SURVEY NOTES 1.This survey was prepared utilizing the First American Title Insurance Company Title Commitment No. NCS-1083226-MPLS, bearing an effective date of July 18, 2021. 2. The bearing system is based on the Hennepin County coordinate system. 3 Subject property's address is 6639 Wayzata Blvd, St. Louis Park, MN., its property identification number is 05-117-21-41-0005. DESCRIPTION FROM TITLE COMMITMENT: THAT PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 117, RANGE 21, DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF U. S. HIGHWAY NO. 12 WITH THE EAST LINE OF HAMPSHIRE AVENUE; THENCE SOUTH ALONG SAID EAST LINE 435 FEET; THENCE AT A RIGHT ANGLE EAST 500 FEET; THENCE AT A RIGHT ANGLE NORTH 455.59 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF SAID HIGHWAY; THENCE WESTERLY ALONG SAID RIGHT OF WAY LINE 500.43 FEET TO THE POINT OF BEGINNING. (ABSTRACT PROPERTY) THE FOLLOWING NOTES CORRESPOND TO THE REFERENCE NUMBERS LISTED IN SCHEDULE B, SECTION 2 OF THE TITLE COMMITMENT. 8.EASEMENT FOR SNOW FENCES AND BILLBOARD RESTRICTIONS IN FAVOR OF THE STATE OF MINNESOTA AS CONTAINED IN HIGHWAY EASEMENT DATED APRIL 23, 1937, RECORDED JUNE 9, 1937 IN BOOK 1409 OF DEEDS, PAGE 325 AS DOCUMENT NO. 1882158. EASEMENT IS ADJACENT TO SUBJECT PROPERTY ON THE NORTH SIDE. SOUTH LINE OF HIGHWAY EASEMENT IS SHOWN. 20 WAYZATA BOULEVARD HAMPSHIRE AVENUE S.REMOVE EXISTING SIGNAGE DEMOLISH BUILDING SCALE IN FEET 0 6030 NORTH Oct 25, 2021 - 1:47pm - User:JWeyenberg L:\PROJECTS\50313\CAD\Civil\Sheets\50313-C2-DEMO.dwg C0.02 DEMOLITION PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BLVD MINNETONKA, MN 55305 MORRIE'S HYUNDAI ADDITION ST. LOUIS PARK, MN 6661 WAYZATA BLVD ST. LOUIS PARK, MN JM JMW BF PRELIMINARY MM/DD/2021 50313 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 10/20/202152728 Brian Frank 10/19/21 JMW 75% Review SetNOT FOR CONSTRUCTIONLEGEND DEMOLITION NOTES UNDERGROUND GAS STONE RETAINING WALL CHAIN LINK FENCE WOOD FENCE IRON FENCE WIRE FENCE UNDERGROUND ELECTRIC UNDERGROUND CABLE TV UNDERGROUND TELEPHONE OVERHEAD ELECTRIC SANITARY SEWER WATERMAIN DRAIN TILE STORM SEWER LIGHT HYDRANT GAS METER SPRINKLER HEAD SPRINKLER VALVE GUARD RAIL HANDRAIL TREES / SHRUBS CONCRETE GUARD POLES SIGNS CONCRETE CURB BITUMINOUS CURB BUILDING REMOVE EXISTING CHAIN LINK FENCE REMOVE EXISTING REMOVE EXISTING BUILDING REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT SAW CUT EXIST BITUMINOUS PAVEMENT REMOVE EXIST CONCRETE CURB REMOVE EXISTING UTILITY LINE EXISTING REMOVE & RELOCATE EXISTING LIGHT POLE & FIXTURE MILL AND OVERLAY THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 1.DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. 2.THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC MAPPING PREPARED BY SAMBATEK DATED SEPTEMBER 13, 2021. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALL HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3.THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 4.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. 5.THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 6.CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL AND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR SERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHT OF WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES. 9.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED AND APPROVED BY THE LOCAL AUTHORITY. 11.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 13.ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS. COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL STANDARDS. 14.CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED BY THE LOCAL GOVERNING AUTHORITY. 21 WAYZATA BOULEVARD HAMPSHIRE AVENUE S.T EXISTING BUILDING FFE=880.96 FFE=880.88 FFE=880.67 NO PARKING NO PARKINGNO PARKINGA A A A A A A A A A A A A C RELOCATE GAS METER RELOCATE ELECTRIC METER 18'24' 32.7'12.8'42.1'106.1' 18'34.4' 30' 12.8'18'40.1'18'19.7'18' B B BF G GH R 5 ' I I I I I I I I I I RELOCATE WATER SERVICE E E E E 44 44 22 44 20 22 12 10 5 2 19 44 30 44 DISPLAY PARKING DISPLAY PARKINGDISPLAY PARKING SERVICE PARKINGSERVICE PARKINGDISPLAY PARKING CUSTOMER PARKING DISPLAY PARKING DISPLAY PARKINGSERVICE PARKINGDISPLAY PARKING DISPLAY PARKING SERVICE PARKING 36'24'36'36'24'36'36'24'36'36'30'18'9'31.1'M SERVICE PARKING SERVICE PARKING 12SERVICE PARKINGDISPLAY PARKING SETBACK DISPLAY PARKING CUSTOMER PARKING 22 N K K TYP CUSTOMER PARKING K K TYP TYP 22 J O R4.5'R6.4 'R6.4'R6.4 'R6.4'R 4 . 5 ' R 4 . 5 ' B B B B B B B SCALE IN FEET 0 6030 NORTH Oct 25, 2021 - 1:47pm - User:JWeyenberg L:\PROJECTS\50313\CAD\Civil\Sheets\50313-C3-SITE.dwg C0.03 SITE PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BLVD MINNETONKA, MN 55305 MORRIE'S HYUNDAI ADDITION ST. LOUIS PARK, MN 6661 WAYZATA BLVD ST. LOUIS PARK, MN JM JMW BF PRELIMINARY MM/DD/2021 50313 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 10/20/202152728 Brian Frank 10/19/21 JMW 75% Review SetNOT FOR CONSTRUCTION1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITH GRADING CONTRACTOR. 4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7.SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS 8.LIGHT STANDARD LOCATIONS ARE FOR REFERENCE ONLY, SITE LIGHTING PLAN IS DESIGN BUILD BY CONTRACTOR. CONTRACTOR SHALL CONFIRM LIGHT STANDARD LOCATION WITH LIGHTING VENDOR. 9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 10.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE HAVE BEEN DESIGNED WITH A MAXIMUM LONGITUDINAL SLOPE OF 4.5%, AND A MAXIMUM CROSS SLOPE OF 1.5%. THIS IS LESS THAN THE ADA CODE MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.00% (1:50). THE MAXIMUM DESIGN SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE IS 1.5%, LESS THAN THE ADA CODE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE OF 2.00% (1:50). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 12.ALL ADA STRIPED STALLS SHALL HAVE SLOPES INTERIOR TO THE PLANED STRIPING VERIFIED TO BE COMPLIANT WITH CURRENT ADA RULES BY CONTRACTOR PRIOR TO STRIPING CIVIL 3D MODEL LIMITATIONS SAMBATEK'S DELIVERABLE AND GOVERNING DOCUMENTS FOR CONSTRUCTION SHALL BE A HARD COPY AND/OR PDF PLAN SHEETS. IF A CIVIL 3D MODEL IS GENERATED IN THE PROCESS OF PREPARING THE PLAN SHEETS, IT IS AS A DESIGN TOOL ONLY AND NOT AS A SEPARATE DELIVERABLE. AT THE OWNER'S REQUEST, WE WILL RELEASE OUR CIVIL 3D MODEL FOR THE CONTRACTOR'S USE. HOWEVER, ITS USE IS AT THE CONTRACTOR'S RISK AND SHALL NOT BE USED FOR STAKING OF CURB, SIDEWALK, OR OTHER HARD SURFACE IMPROVEMENTS. IF A CIVIL 3D MODEL FOR STAKING HARD SURFACE IMPROVEMENTS IS REQUIRED, WE CAN PROVIDE A SUPPLEMENTAL AGREEMENT FOR REFINEMENT AND PREPARATION OF THE CIVIL 3D MODEL. LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SAWCUT LINE NUMBER OF PARKING STALLS PER ROW SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED KEY NOTE DEVELOPMENT SUMMARY DEVELOPMENT NOTES KEY NOTES WETLAND LIMITS TREELINE A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS) (SEE DETAIL 4 FOR STOOP TIE DOWN DETAIL, SHEET C0.12) B.B-612 CONCRETE CURB AND GUTTER C.TRANSFORMER D.FLAT CURB SECTION E.CONCRETE SIDEWALK F.MONUMENT SIGN (SEE ARCHITECTURAL PLANS) G.DIRECTIONAL SIGN H.DISPLAY PLATFORM I.EXISTING LIGHT POLES & FIXTURES TO BE RELOCATED (SEE PHOTOMETRIC PLAN) J.ACCESSIBLE RAMP K.ACCESSIBLE STALL STRIPING L.ACCESSIBLE PARKING SIGN M.BIKE RACK N.ELECTRIC VEHICLE CHARGING STATION O.TRASH ENCLOSURE XX XX THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONCRETE SIDEWALK AREA SITE AREA EXISTING IMPERVIOUS EXISTING PERVIOUS PROPOSED IMPERVIOUS PROPOSED PERVIOUS BUILDING SETBACKS FRONT YARD REAR YARD SIDE YARD EAST SIDE YARD WEST PARKING SETBACKS FRONT YARD REAR YARD SIDE YARD EAST SIDE YARD WEST ZONING EXISTING ZONING PROPOSED ZONING PARKING SUMMARY PARKING EXISTING PARKING REQUIRED: CUSTOMER STALLS (1/2500 SF DISPLAY AREA) SERVICE STALLS (4/SERVICE BAY) PARKING PROVIDED: CUSTOMER STALLS SERVICE STALLS DISPLAY STALLS FLOOR AREA RATIO (FAR) PERMITTED FAR PROPOSED FAR 222,647 SF 5.11 AC 197,376 SF 88.6% 25,271 SF 11.3% 194,745 SF 87.5% 27,902 SF 12.5 % 5 FEET 15 FEET 0 FEET 5 FEET 5 FEET 15 FEET 0 FEET 5 FEET C-2 GENERAL COMMERCIAL C-2 GENERAL COMMERCIAL 490 STALLS 32 STALLS 104 STALLS 45 STALLS 104 STALLS 271 STALLS RATIO SQUARE FEET 2.0 445,294 0.19 43,163 PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) LIGHT POLE (BY OTHERS) 22 WAYZATA BOULEVARD HAMPSHIRE AVENUE S.T 880 880880880 879880 EXISTING BUILDING FFE=880.96 FFE=880.88 FFE=880.67 NO PARKING NO PARKINGNO PARKING879.84 879.79 879.41879.47 879.33 879.73 879.28 879.13 879.00 879.13 879.63 879.63 879.38 879.81 880.56 880.92 880.67 879.39 880.05 878.91 879.65 879.93 879.57 880.16 879.76 879.64 880.82 879.64 879.89 880.96 880.96880.96 880.88 880.88 880.02 879.96880.34 880.08880.04 880.81 880.71 880.81 880.89 880.92 879.88880.84 880.92 879.98879.59 879.30 879.18 879.33 880.24 880.16 880.47 880.23 879.77 879.71879.80 879.80 879.78880.28880.38 880.92 879.97 879.88 880.89 880.90 880.91880.43 880.63 880.18 880.17 879.65 879.77 879.71 880.89879.83 879.80879.97 880.67 879.40 878.98 880.67 876.21 876.40 876.50 876.52 876.21 878.58878.85 878.22878.49 876.88 877.01 877.04 876.78 876.68 876.64 876.94 876.84 877.63 877.88 878.23 878.66 878.85 879.04 879.08 879.11 879.17 877.90 878.13 877.42 877.19 877.35 878.79 878.88 878.64 878.44 878.47 879.14 879.16 879.07 878.94 878.98 878.19 878.20 878.15878.07 878.13 876.00 876.05 875.91876.00 876.04 878.93 878.94 878.75878.67 RELOCATE GAS METER (REFER TO MECHANICAL PLANS FOR LOCATION) RELOCATE ELECTRIC METER (REFER TO MECHANICAL PLANS FOR LOCATION) RELOCATE WATER SERVICE (REFER TO MECHANICAL PLANS FOR LOCATION) SITE FALLS WITHIN FLOOD ZONE A BASE FLOOD ELEVATION (BFE)=878.50 NOTE: SEE DETAIL 02, SHEET C0.12 FOR STOOP TIE DOWN DETAIL INSTALL UNDERGROUND CONDUIT TO SERVE EV CHARGING STATIONS (SEE MECHANICAL PLAN) INSTALL UNDERGROUND CONDUIT TO SERVE EV CHARGING STATIONS (SEE MECHANICAL PLAN) PROPOSED GAS METER LOCATION, VERIFY WITH HVAC CONTRACTOR PROPOSED ELECTRIC METER LOCATION, VERIFY WITH ELECTRICAL CONTRACTOR PROPOSED RELOCATED WATER SERVICE, VERIFY W/ EXISTING CONDITIONS AND PLUMBING CONTRACTOR SCALE IN FEET 0 6030 NORTH Nov 11, 2021 - 9:27am - User:JWeyenberg L:\PROJECTS\50313\CAD\Civil\Sheets\50313-C4-GRADE.dwg C0.04 GRADING & UTILITY PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BLVD MINNETONKA, MN 55305 MORRIE'S HYUNDAI ADDITION ST. LOUIS PARK, MN 6661 WAYZATA BLVD ST. LOUIS PARK, MN JM JMW BF PERMIT 11/01/2021 50313 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 11/01/202152728 Brian Frank 10/19/21 JMW 75% Review Set 11/01/21 JMW Permit Set 11/11/21 AS Response to City Comments 902.5 X 902 SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. CURB & GUTTER BUILDING RETAINING WALL PROPERTY LIMIT EXISTINGPROPOSED LEGEND WETLAND LIMITS TREELINE STORM SEWER SOIL BORINGS EOF 902.5 D THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. TELEPHONE ELECTRIC GAS LINE FORCEMAIN (SAN.) EASEMENT WATERMAIN SANITARY SEWER DRAINTILE S S SLS BFE = 878.50 NOTE TO CONTRACTOR: EXISTING UTILITY SERVICES SHALL BE REMOVED AND RELOCATED AS NECESSARY TO AVOID CONFLICTS WITH THE BUILDING EXPANSION AND TO CONNECT TO NEW SERVICE LOCATIONS WITHIN THE BUILDING, REFER TO MECHANICAL PLANS FOR LOCATIONS. 23 WAYZATA BOULEVARD HAMPSHIRE AVENUE S.IP2 IP2 EC-9 NO ACCESS DURING CONSTRUCTION SITE FALLS WITHIN FLOOD ZONE A BASE FLOOD ELEVATION (BFE)=878.50 STORAGE OF CONSTRUCTION MATERIALS WITHIN THE FLOOD PLANE IS NOT ALLOWED. SCALE IN FEET 0 6030 NORTH Nov 11, 2021 - 9:28am - User:JWeyenberg L:\PROJECTS\50313\CAD\Civil\Sheets\50313-C5-EROS.dwg C0.06 PHASE I EROSION CONTROL PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BLVD MINNETONKA, MN 55305 MORRIE'S HYUNDAI ADDITION ST. LOUIS PARK, MN 6661 WAYZATA BLVD ST. LOUIS PARK, MN JM JMW BF PERMIT 11/01/2021 50313 10/19/21 JMW 75% Review Set 11/01/21 JMW Permit Set 11/11/21 AS Response to City Comments TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) TEMPORARY STORAGE AND PARKING AREA DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICE TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN LIMITS OF DISTURBANCE OVERFLOW ELEV. CONTOUR RIP RAP CHECK DAM SILT FENCE SOIL BORINGS EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. TSM TS SB EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 0 SILT DIKE LINEAR FEET 1700 BIO-ROLL LINEAR FEET 0 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 0 INLET PROTECTION DEVICE (IP-2)UNIT 3 SILT DIKE BIO-ROLL LEGEND NOTE TO CONTRACTOR EOF 902.5 D THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 902 * REFER TO SHEET C0.08 & C0.09 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS IPX 24 WAYZATA BOULEVARD HAMPSHIRE AVENUE S.T 880 880880880 879880 EXISTING BUILDING FFE=880.96 FFE=880.88 FFE=880.67 NO PARKING NO PARKINGNO PARKINGIP2 IP2 EC-9 NO ACCESS DURING CONSTRUCTION SITE FALLS WITHIN FLOOD ZONE A BASE FLOOD ELEVATION (BFE)=878.50 STORAGE OF CONSTRUCTION MATERIALS WITHIN THE FLOOD PLANE IS NOT ALLOWED. SCALE IN FEET 0 6030 NORTH Nov 11, 2021 - 9:28am - User:JWeyenberg L:\PROJECTS\50313\CAD\Civil\Sheets\50313-C5-EROS.dwg C0.07 PHASE II EROSION CONTROL PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BLVD MINNETONKA, MN 55305 MORRIE'S HYUNDAI ADDITION ST. LOUIS PARK, MN 6661 WAYZATA BLVD ST. LOUIS PARK, MN JM JMW BF PERMIT 11/01/2021 50313 10/19/21 JMW 75% Review Set 11/01/21 JMW Permit Set 11/11/21 AS Response to City Comments TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) TEMPORARY STORAGE AND PARKING AREA DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICE TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN LIMITS OF DISTURBANCE OVERFLOW ELEV. CONTOUR RIP RAP CHECK DAM SILT FENCE SOIL BORINGS EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. TSM TS SB EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 0 SILT DIKE LINEAR FEET 1700 BIO-ROLL LINEAR FEET 0 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 0 INLET PROTECTION DEVICE (IP-2)UNIT 3 SILT DIKE BIO-ROLL LEGEND NOTE TO CONTRACTOR EOF 902.5 D THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 902 * REFER TO SHEET C0.08 & C0.09 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS IPX SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE 25 Oct 05, 2021 - 3:33pm - User:JWeyenberg L:\PROJECTS\50313\CAD\Civil\Sheets\50313-C5-EROS.dwg C0.08 EROSION CONTROL NOTES & DETAILS Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BLVD MINNETONKA, MN 55305 MORRIE'S HYUNDAI ADDITION ST. LOUIS PARK, MN 6661 WAYZATA BLVD ST. LOUIS PARK, MN JM JMW BF PRELIMINARY MM/DD/2021 50313 DEVELOPER/OWNER: XXXXXXX XXXXXXX XXXXXXXX XXX-XXX-XXXX SITE OPERATOR / GENERAL CONTRACTOR SUPERINTENDENT: CROSS BRACE MIN.15"18"MAX.2" X 4" STAKE3' MIN.DROP INLET WITH GRATE 2" X 4" WOOD (TYP.) 5' MIN. SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. OVERLAP 5' MIN. SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) DEFLECTOR PLATE OVERFLOW 2 - TOP OF CURB BOX OVERFLOW 1 - CENTER OF FILTER ASSEMBLY 10" FILTER ASSEMBLY CURB CG 3067 HIGH-FLOW FABRIC MIRAFI FF101 ROAD DRAIN CASTING APPLICABILTY ·NEENAH R-3067 ·NEENAH R-3512 NOT TO SCALE 8' X 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 2'-0" MIN BERM AROUND PERIMETER GROUND SURFACE 12" MIN 12" MIN COMPACTED EMBANKMENT MATERIAL (TYP.)3:1 OR FLATTER SIDE SLOPES NOTES: 1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2.CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER EXTEND WIRE FENCE A MIN. OF 3" INTO GROUND EXTEND SILT FENCE MATERIAL A MIN. OF 1'-0" INTO GROUND EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" SITE LOCATION MAP NOT TO SCALE USGS MAP GENERAL EROSION NOTES: NOT TO SCALE CONCRETE WASHOUT AREA ROAD DRAIN INLET PROTECTION (IP-2)SILT FENCE INLET PROTECTION (IP-1) NOT TO SCALE POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. NOT TO SCALE AREA SUMMARY IN ACRES PAVEMENT AREA 0.10 AC± BUILDING AREA 0.16 AC± SEEDED AREA 0.05 AC± TOTAL DISTURBED 0.31 AC± PRE - CONSTRUCTION IMPERVIOUS 0.29 AC± POST - CONSTRUCTION IMPERVIOUS 0.26 AC± SEQUENCE OF CONSTRUCTION FRAME MAINTENANCE NOTES:PUBLIC R O A D HAR D S URF ACE MI N 0 . 5 % G R A D E 20' MINI M U M 50' M I N I M U M MINIMUM 0.5% GRADE DOWN FROM PUBLIC STREET GEOTEXTILE UNDERLINER 4"- 6" DIAMETER CLEAN STONE 10" MINIMUM N.T.S. TEMPORARY STONE CONSTRUCTION EXIT 1.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2.THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT, ISSUED AUGUST 1, 2018) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. (NOTE TO THE PREPARER: EDIT APPLICATION PROCESS PER PROJECT REQUIREMENTS) 4.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE TO THE PREPARER: REVISE INSPECTION RESPONSIBILITY PER OPTIONS IN SWPPP NARRATIVE (SECTION 02370)) 5.CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART 21.1-21.3 OF THE GENERAL PERMIT. 6.BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 7.ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 8.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 9.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 10.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 11.ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER IS NOT ACCEPTABLE. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARE ALLOWED. 12.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 13.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 14. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 15.HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 16.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 17.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH. 18.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. (NOTE TO THE PREPARER: WHERE PERMANENT SEEDING IS NOT CALLED OUT IN THE GRADING AND/ OR LANDSCAPE PLAN, REPLACE THE LAST SENTENCE IN THIS ITEM WITH THE FOLLOWING: SEED WET PONDS WITH MN/DOT SEED MIXTURE 310 "NATIVE WET TALL" BELOW THE HWL. SEED ALL OTHER AREAS WITH SEED MIXTURE 260 "COMMERCIAL TURF". SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2573.3.) 19.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 20.ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 21.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 22.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 23.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 24.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1.ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2.TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART 10.1-10.5 OF THE GENERAL PERMIT). 3.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART 9.11-9.12 OF THE GENERAL PERMIT. 5.CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL (ACCORDING TO PART 3.1 TO 3.8 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A (N.O.T.) HAS BEEN SUBMITTED TO THE MPCA. 6.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7.ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA PHASE I: 1.INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2.PREPARE TEMPORARY PARKING AND STORAGE AREA. 3.CONSTRUCT THE SILT FENCES ON THE SITE. 4.INSTALL INLET PROTECTION DEVICES ON EXISTING STORM STRUCTURES, AS SHOWN ON THE PLAN. 5.CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS, AS REQUIRED. 6.HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 7.CLEAR AND GRUB THE SITE. 8.BEGIN GRADING THE SITE. 9.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1.TEMPORARY SEED DENUDED AREAS. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3.INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4.INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE. 7.INSTALL INLET PROTECTION DEVICES. 8.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT. SITE HAMPSHIRE AVE S394 100 CEDA R L A K E R D S PARK PLACE BLVD12 LAUREL AVE XENIA AVE SCOLORADO AVE SSITE 26 NO ACCESS DURING CONSTRUCTION SITE FALLS WITHIN FLOOD ZONE ABASE FLOOD ELEVATION(BFE)=878.50 STORAGE OF CONSTRUCTION MATERIALS WITHIN THE FLOODPLANE IS NOT ALLOWED. Nov 11, 2021 - 9:28am - User:JWeyenberg L:\PROJECTS\50313\CAD\Civil\Sheets\50313-C5-EROS.dwg C0.08 EROSION CONTROL NOTES Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BLVD MINNETONKA, MN 55305 MORRIE'S HYUNDAI ADDITION ST. LOUIS PARK, MN 6661 WAYZATA BLVD ST. LOUIS PARK, MN JM JMW BF PERMIT 11/01/2021 50313 10/19/21 JMW 75% Review Set 11/01/21 JMW Permit Set 11/11/21 AS Response to City Comments DEVELOPER/OWNER: MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BOULEVARD MINNETONKA, MN 55305 952-797-1373 SITE OPERATOR / GENERAL CONTRACTOR SUPERINTENDENT: NOT TO SCALE EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" SITE LOCATION MAP NOT TO SCALE USGS MAP GENERAL EROSION NOTES: AREA SUMMARY IN ACRES PAVEMENT AREA 0.28 AC± BUILDING AREA 0.16 AC± SEEDED AREA 0.12 AC± TOTAL DISTURBED 0.56 AC± PRE - CONSTRUCTION IMPERVIOUS 4.53 AC± POST - CONSTRUCTION IMPERVIOUS 4.41 AC± SEQUENCE OF CONSTRUCTION MAINTENANCE NOTES: 1.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2.THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT, ISSUED AUGUST 1, 2018) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. (NOTE TO THE PREPARER: EDIT APPLICATION PROCESS PER PROJECT REQUIREMENTS) 4.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE TO THE PREPARER: REVISE INSPECTION RESPONSIBILITY PER OPTIONS IN SWPPP NARRATIVE (SECTION 02370)) 5.CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART 21.1-21.3 OF THE GENERAL PERMIT. 6.BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 7.ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 8.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 9.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. PORTABLE TOILETS MUST BE SECURED AND NOT ALLOWED TO TIP OVER. 10.NO VEHICLE WASHING IS ALLOWED ON SITE. NO CONCRETE WASHOUTS ALLOWED ON SITE AND MUST BE CONTAINED TO DELIVERY TRUCKS. 11.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 12.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 13. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 14.HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 15.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 16.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 7 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH. 17.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED WITHIN 7 DAYS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. (NOTE TO THE PREPARER: WHERE PERMANENT SEEDING IS NOT CALLED OUT IN THE GRADING AND/ OR LANDSCAPE PLAN, REPLACE THE LAST SENTENCE IN THIS ITEM WITH THE FOLLOWING: SEED WET PONDS WITH MN/DOT SEED MIXTURE 310 "NATIVE WET TALL" BELOW THE HWL. SEED ALL OTHER AREAS WITH SEED MIXTURE 260 "COMMERCIAL TURF". SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2573.3.) 18.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 19.ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 20.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 21.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 22.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 23.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. SITE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED ON SITE WITH THE EROSION CONTROL PLAN AND MADE AVAILABLE AT THE CITY'S REQUEST WITHIN 24 HOURS. THESE RECORDS SHALL INCLUDE: 1.DATE AND TIME OF INSPECTION 2.NAME OF PERSON CONDUCTING INSPECTIONS 3.FINDINGS OF INSPECTION, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS AND CORRECTIVE ACTIONS TAKEN, INCLUDING DATES, TIMES AND PARTY COMPLETING MAINTENANCE ACTIVITIES 4.DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES WITHIN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1.ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2.TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART 10.1-10.5 OF THE GENERAL PERMIT). 3.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART 9.11-9.12 OF THE GENERAL PERMIT. 5.CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL (ACCORDING TO PART 3.1 TO 3.8 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A (N.O.T.) HAS BEEN SUBMITTED TO THE MPCA. 6.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). PHASE I: 1.INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2.PREPARE TEMPORARY PARKING AND STORAGE AREA. 3.CONSTRUCT THE SILT FENCES ON THE SITE. 4.INSTALL INLET PROTECTION DEVICES ON EXISTING STORM STRUCTURES, AS SHOWN ON THE PLAN. 5.CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS, AS REQUIRED. 6.HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 7.BEGIN GRADING THE SITE. 8.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1.TEMPORARY SEED DENUDED AREAS. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3.INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4.PREPARE SITE FOR PAVING. 5.PAVE SITE. 6.INSTALL INLET PROTECTION DEVICES. 7.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 8.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT. SITE HAMPSHIRE AVE S394 100 CEDA R L A K E R D S PARK PLACE BLVD12 LAUREL AVE XENIA AVE SCOLORADO AVE SSITE CONTRACTOR TO COMPLETE CONTRACTOR TO COMPLETE NOT TO SCALE RECEIVING WATERS MAP SITE ULTIMATE OUTLET: OTTEN POND 27 WAYZATA BOULEVARD HAMPSHIRE AVENUE S.T EXISTING BUILDING FFE=880.96 FFE=880.88 FFE=880.67 NO PARKING NO PARKINGNO PARKING2 TH1 MM 1 IH 1 IH 1 MM 3 RP 2 BF 2 BS 2 TO 3 PW BF 3 PW 4 TO 1 SB 4 TN 7 TN 7 BJ 36TH 1 GL 5 PDS 8 BES 13 BIG 12 LRS 6 PDS 5 CAD 2 2 BLF BLF 2 CAD 2 5 PDS LRS 3 CAD 17 BLF 14 18 BJ 14 BES 1 TH 4 PDS 3 GL 6 SBA 3 CJ 3 CJ 3 CJ 3 CJ 3 CJ TN 7 GS 6 BH 9 FS 9 MK 3 LL 1 MK 3 FS 9 BH 9 GS 6 TN 7 GS 6 BH 9 FS 9 MK 5 LL 1 MK 5 FS 9 BH 9 GS 6 TN 7 SBA 5 DOUBLE SHREDDED HARDWOOD MULCH IN ALL ISLANDS 2 MM 2 IH 2 MM 2 IH BL 1 BL 1 1 BL 4 BIG CJ 7 GL 3 3 GL 3 GL 3 GL 4 GL 3 CJ BL 1 3 RP CM 2 1 CM 1 TH SEE DETAIL 6/L0.02 SEE DETAIL 6/L0.02 1 TH BL 1 SCALE IN FEET 0 6030 NORTH Nov 11, 2021 - 9:28am - User:JWeyenberg L:\PROJECTS\50313\CAD\Civil\Sheets\50313-L1-LSCP.dwg L0.01 LANDSCAPE PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client MORRIE'S AUTOMOTIVE GROUP 12520 WAYZATA BLVD MINNETONKA, MN 55305 MORRIE'S HYUNDAI ADDITION ST. LOUIS PARK, MN 6661 WAYZATA BLVD ST. LOUIS PARK, MN JM JMW BF PERMIT 11/01/2021 50313 10/19/21 JMW 75% Review Set 11/01/21 JMW Permit Set 11/11/21 AS Response to City Comments Registration No.Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. 11/01/202159119 John Workman Up to twenty five percent (25%) of the required number of canopy or evergreen trees may be substituted with ornamental trees at a ratio of two (2) ornamental trees to one (1) canopy or evergreen tree. A minimum of two canopy trees of the same species must be provided per island. 1.One (1) canopy or evergreen tree per 1,000 square feet of gross building floor area. -Canopy or evergreen trees -Ornamental trees (up to 10 trees) 2.Six (6) shrubs per 1,000 square feet of gross building floor area. -Shrubs *NO CITY CODE REQUIREMENTS LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED ST. LOUIS PARK LANDSCAPE CODE PLANT SCHEDULE WETLAND LIMITS TREELINE PROPOSED 43 10 CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN TREE PROTECTION FENCE LIMITS OF DISTURBANCE TREE TO BE REMOVED D S LS RIPRAP EXISTING 7 0 REQUIRED 48 * PROPOSED 252 EXISTING 0 REQUIRED 252 TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY CM Acer x freemanii `Armstrong` / Armstrong Freeman Maple B & B 2.5"Cal 3 MM Acer x freemanii 'Bailston' TM / Matador Freeman Maple B & B 2.5"Cal 6 IH Gleditsia triacanthos `Imperial` / Imperial Honeylocust B & B 2.5"Cal 6 RP Quercus robur x warei`Long` / Regal Prince Oak B & B 2.5"Cal 6 BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal 5 CONIFERS CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY BF Abies balsamea / Balsam Fir B & B 6`5 BS Picea glauca densata / Black Hills Spruce B & B 6`2 PW Pinus strobus `Fastigiata` / Pyramidal White Pine B & B 6`7 TO Thuja occidentalis / American Arborvitae B & B 7`3 ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY SB Amelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry B & B 2"Cal 4 TH Hydrangea paniculata `Tardiva` / Tardiva Hydrangea B & B 1.25"6 SHRUBS CODE BOTANICAL / COMMON NAME CONT BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal 36 LL Hydrangea paniculata `Limelight` TM / Limelight Hydrangea 5 gal 2 BJ Juniperus sabina `Broadmoor` / Broadmoor Juniper 5 gal 54 CJ Juniperus sabina `Monna` / Calgary Carpet Juniper 5 gal 25 TN Physocarpus opulifolius `SMPOTW` / Tiny Wine Ninebark 5 gal 35 GL Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 24 FS Sorbaria sorbifolia `Sem` / Sem Ash Leaf Spirea 5 gal 36 GS Spiraea japonica `Goldflame` / Spirea 5 gal 24 MK Syringa patula `Miss Kim` / Miss Kim Lilac 5 gal 16 GRASSES CODE BOTANICAL / COMMON NAME CONT PDS Sporobolus heterolepis / Prairie Dropseed 1 gal 22 PERENNIALS CODE BOTANICAL / COMMON NAME CONT SBA Allium x `Summer Beauty` / Summer Beauty Allium 1 gal 11 BLF Gaillardia x grandiflora `Arizona Sun` / Blanketflower 1 gal 18 BIG Geranium x cantabrigiense `Biokovo` / Biokovo Cranesbill 1 gal 16 CAD Hemerocallis x `Chicago Apache` / Daylily 1 gal 21 LRS Perovskia atriplicifolia `Little Spire` TM / Little Spire Russian Sage 1 gal 9 BES Rudbeckia fulgida `Goldstrum` / Black Eyed Susan 1 gal 27 GROUND COVERS CODE BOTANICAL / COMMON NAME 25-151 MNDOT Seed Mix 25-151 / High Maintenance Turf PLANT SCHEDULE 28 LIGHT POLE ANCHOR BOLTS AND BASE PLATE (PER MANUF. SPECS.) 3/4" CHAMFER #3 ROD WRAP TIES @ 2" O.C. @ TOP HAND RUB CONCRETE @ EXPOSED BASE ASPHALT PAVING OR GRADE 24" DIA. CONC. LIGHT POLE BASE (4) #4 RODS VERTICALLY #3 ROD TIES @ 12" O.C. 1 1/4" CONDUIT PER ELECTRICAL CONTRACTOR 5/8"X6'-0" LONG COPPER GROUND ROD BY ELECTRICAL CONTRACTOR MIN. 2"5'-0"2'-0"ASPHALT PAVING OR CONCRETE OVER COMP. GRANULAR FILL COMPACTED GRAVEL CONCRETE 1/2" HOLD FOR #3 BAR X 1'-2" EACH WAY 1'-6" MIN.3'-6"4'-0"1'-0"6" BOLLARD FABRICATED W/ SCH. 40 PIPE (6 5/8" O.D., POWDER COATED FINISH. PIPE TO BE CONC. FILLED WITH TOP TO BE MOUNDED, FINISHED SMOOTH (PAINT TO MATCH BOLLARD COLOR), TYP. SIGN POST PARKING SIGN HDCP PARKING SIGN 12"x18" MIN. SIZE (SEE DETAIL FOR TEXT) 2" DIA. GALV. PIPE OR GALV. CHANNEL SIGN POST GRADE 12" CONC. PIER GREEN TEXT & BORDER WHITE FIELD BLUE FIELD WHITE INTERNATIONAL SYMBOL GREEN TEXT SEE SITE PLAN FOR REQUIRED LOCATIONS ACCESSIBLE ROUTE INTERNATIONAL SYMBOL OF ACCESSIBILITY IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSTALL (WHERE SHOWN HEREON), BARRIER FREE PARKING SIGNS IN CONFORMITY TO WISCONSIN ADMINISTRATIVE CODE: TRANS #200.07 WALL OR POST MNT'D. SIGN AT EACH SPACE VAN ACCESSIBLE VEHICLES WITH VET OR DIS PLATES OR STATE DISABLED CARD RESERVED PARKING 18" HIGH5" HIGH12" WIDE 1'-0"2'-6"5'-0"36"MIN.PLAN SEE SITE 8' MIN. 8' MIN. FOR VANS 5' MIN. OR 1'-4" x 1'-4" x 1/2" PLATE W/ (6) 1/2" DIA. STUDS SET FLUSH W/ FINISH CONC. PROVIDE #5 HAIR- PIN TIE A MIN. OF 3' BACK INTO SLAB GATE SWING TO 105 DEG. IN THE OPEN POSITION -SEE DETAIL 10/A0.2 8" THICK CONC. SLAB W/ 18" THICKENED SLAB EDGE AT PERIMETER W/ (2) #5 RODS CONT. SEE 3/A0.1 FOR SLAB R/F. PROVIDE SEALER 4" BRICK VENEER AND 8" CONCRETE BLOCK WALL 7'-4" HIGH (4) 6" DIA. CONC. FILLED PIPE BOLLARDS 4'-0" HT. W/ MIN. 3'-6" BELOW GRADE SET IN CONC. MIN. 18" -SEE DETAIL 2/A0.2 FASTEN CORRUGATED METAL PANEL TO BACK OF TUBE STL. FRAME W/ 1/2" SPACERS. 6" DIA. CONC. FILLED PIPE ATTACHED TO REMOVABLE STAINLESS STEEL PLATE ANCHORED TO CONC. FTG. SLOPED SLAB AT 1/8"/FOOT MIN. THE OUTSIDE EDGE OF THE SLAB MUST BE MAINTAINED LEVEL FOR A MIN. OF 8" AS SHOWN. PROVIDE A MIN. 16" x16" LEVEL AREA AT THE FRONT TO ACCEPT THE BASE PLATES FOR THE GATE SUPPORT POSTS NOTE: GATE COLOR TO MATCH BURGUNDY BUILDING BRICK COLOR DEC. S.S. STEEL PULLS CENTERLINE/POST SEE SLIDE BOLT DETAIL 9/A0.2 REFER TO DETAILS 10/A0.2 FOR MORE INFO. TS2"x2"x1/4" FRAME (TYP.) TS2"x2"x1/4" GRILL WORK -TYP. SEE ELEV. 8/A0.2 1'-0"2'-2"6'-0"6'-0"6'-0"2'-2"1'-0" 24'-4"15'-0"1'-0"10'-0"A0.2 8 A0.2 6 A0.2 6 (2) 6 YARD ROLL-OUT DUMPSTERS PROVIDED BY OWNER 12'-8"1'-4"RECYCLING CONTAINERS CONTRACTED DIRECT BY OWNER PROVIDE CONVEX RADIUS & STOP BLOCKS TO HOLD GATE IN OPEN AND CLOSED POSITION (PROVIDE AT TOP AND BOTT. HINGES) NOTE: GATE COLOR TO MATCH BUILDING BRICK COLOR TS 2" X 2" X 1/4" REFER TO GATE LATCH DET. 9/A0.2 FASTEN CORRUGATED METAL PANEL TO BACK OF TUBE STL. FRAME W/ 1/2" SPACERS. PREP & PAINT COLOR TO MATCH BUILDING BRICK COLOR 8" THICK CONC. SLAB W/ W2.9XW2.9 6" X 6" WWF. PROVIDE 16" THICKENED SLAB EDGE AT PERIMETER W/ (2) #5 RODS CONT. PROVIDE SEALER WELDED STEEL CLIP TO HANG GATE IN PLACE FOR INSTALLATION. (1) EA. DOOR. TS 2" X 2" X 1/4" GRILL WORK-TYP. REFER TO GATE HINGE DET. 10/A0.2 (TYP. AT BOTH GATES) 1'-4" X 1'-4" X 1/2" PLATE W/ (6) 1/2" DIA. STUDS SET FLUSH W/ FINISH CONC. 6" DIA. CONC. FILLED PIPE, TYP. PROVIDE RADIUS CUT- OUTS AT OPEN AND CLOSED POSITION APPROX. 105 DEG.7'-0"5"6"6"3'-10"6"6"8"1"5 1/2"11'-1 1/2"1 1/2"11'-1 1/2"5 1/2"5"2'-11"7"3'-6"3'-4"3'-11"5" 1'-8"3'-9 7/8"3'-9 7/8"1'-8"6'-4"1'-7 1/2"2'-11"1'-7 1/2"THICKENED SLAB -SEE PLAN FOR NOTES BRICK VENEER TO MATCH BUILDING PRECAST CONCRETE CAP -SEE SECTION4"7'-4"7'-8"1'-0"4'-0"1'-6"7'-4"4"6" DIA. CONCRETE FILLED BOLLARD, PAINTED 8" CONCRETE DUMPSTER SLAB, SEE DETAIL 2/A0.2 FOR NOTES #4 AT 12" O.C., EACH WAY 18" DIA. CONCRETE BOLLARD FOUND. W/ #5 REINF.1'-0"1'-0"6"8"1'-4" 4"10"4" 1'-6"3'-6"6"3" CLR.CO(2) #5 CONT. FIN. GRADE -SEE CIVIL PLANS #5 @ 48" O.C. - CONCRETE CONTRACTOR TO COORD. LOCATIONS W/ MASONS #5 VERT. REINF. AT 48" O.C. IN SOLID GROUTED CORES 4" BRICK VENEER TO MATCH BUILDING 4" PRECAST CONCRETE WALL CAP -SLOPE TOP BOTH DIRECTIONS 8" DEEP BOND BEAM W/ (2) #4 CONT. 12" 48" 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 8" DIA DBL. EXTRA STRONG PIPE TS2X2X1/4 (TYPICAL) STOP BAR 6" DIA STD PIPE FILLED WITH CONCRETE STOP BAR ZERK GREASE FITTING 1/8" DRILLED HOLE (TYP.) 1/4" END PLATE POSITION STOP BAR AND ASSOCIATED BLOCKS TO ALLOW GATE TO SWING OUT 105 DEGREES STOP BAR BLOCK WELDED TO STATIONARY PIPE (TYP.) THIS SECTION OF PIPE NOT TO BE WELDED TO VERTICAL POST 7x5x3/4" STEEL PLATE WELDED TO HINGE SLEEVE. PROVIDE (4) 3/4" DIA. THREADED HOLES TO ACCEPT 3/4" BOLTS TS2x2x1/4 FRAME WELDED TO 7x5x3/4" STEEL PLATE. PROV. (4) ELLIPTICAL HOLES FOR (4) 3/4" BOLTS . .1 1/2"1 1/4". . TYP. TYP. TYP. 2x2x1/8 TUBE STEEL GATE FRAME 1/2" DIA. x 4"L. S.S. SLIDE BOLT 1 1/2x1 1/2 S.S. TUBE SLIDE DECORATIVE S.S. PULLS 1 1/2x1 1/2 STEEL TUBE SLIDE 1/2" DIA. x 4"L. STEEL SLIDE BOLT FRONT GATE SLIDE BOLT DETAILS CORRUGATED METAL PANELS FASTENED TO BACK OF TUBE STEEL FRAME W/ 1/2" SPACERS 2x2x1/8 TUBE STEEL SLIDE FRAME. PROVIDE SLOT FOR SLIDE BOLT. PROVIDE ZERK FITTING FOR LUBRICATION CORRUGATED METAL PANELS FASTENED TO BACK OF TUBE STEEL FRAME W/ 1/2" SPACERS. PREP AND PAINT COLOR TO MATCH BURGUNDY BUILDING BRICK COLOR 2x2x1/8 S.S. TUBE SLIDE FRAME. PROVIDE SLOT FOR SLIDE BOLT. PROVIDE ZERK FITTING FOR LUBRICATION. SLIDE BOLT 5" SLOT FOR 11" 1 1/2" 4" 1'-2 3/4" WELD LATCH TO PLATE ANCHORED TO CMU SWING LATCH Z CATCH/ STOP WELD TO SUPPORTWELD LATCH TO PLATE ANCHORED TO CMU SIDE GATE LATCH DETAILS HINGE BOLT 1"1/2"7/8"2 5/8"2"1/4"1 1/8" 2" 1/2" 1" ARCHITECTS I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Print Name: Stephen Andrew Gries Signature: Date: 10-20-2021 License # 40792 Reproducing Is Prohibited. Return Upon Request. ©Copyright. This Print/Computer File Gries Architectural Group, Inc. Use Only For Purpose Which Loaned. Copying Or Is The Exclusive Property Of date: job: d. by: rev.:GriesArchitectural Group Inc.500 North Commercial StreetNeenah, Wisconsin 54956Phone: 920-722-2445 Fax: 920-722-6605www.griesarchitectural.com10/7/2021 8:45:47 AMC:\projects\21-004 Morries Hyundai\21-004 Revit\21-004_Morries Hyundai.rvtA-0.2 DRB 09/17/2021 21-004BUILDING ALTERATIONS AND ADDITIONS FOR:MORRIES HYUNDAIST. LOUIS PARK, MINNESOTA1/2" = 1'-0"A-0.2 1 LIGHT POLE BASE DETAIL 1/2" = 1'-0"A-0.2 2 BOLLARD DETAIL NOT TO SCALEA-0.2 3 HC PARKING DETAILS 3/8" = 1'-0"A-0.2 4 MONUMENT SIGN 3/8" = 1'-0"A-0.2 5 DIRECTIONAL SIGNAGE 1/4" = 1'-0"A-0.2 11 DUMPSTER PLAN 1/4" = 1'-0"A-0.2 8 DUMPSTER - FRONT ELEVATION 1/4" = 1'-0"A-0.2 7 DUMPSTER - SIDE ELEVATION 1/2" = 1'-0"A-0.2 6 DUMPSTER SECTION 1" = 1'-0"A-0.2 10 GATE HINGE DETAIL 1" = 1'-0"A-0.2 9 GATE LATCH DETAIL 29 30