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HomeMy WebLinkAboutPlanning Commission Packet 06-21-2023Planning Commission 1 of 3 June 21, 2023 CITY OF PLYMOUTH AGENDA Regular Planning Commission June 21, 2023, 7:00 PM 1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE 2. PUBLIC FORUM—Individuals may address the Commission about any item not contained on the regular agenda. A maximum of 15 minutes is allotted for the Forum. If the full 15 minutes are not needed for the Forum, the Commission will continue with the agenda. The Commission will take no official action on items discussed at the Forum, with the exception of referral to staff for future reports. 3. APPROVE AGENDA —Planning Commission members may add items to the agenda for discussion purposes or staff direction only. The Commission will not normally take official action on items added to the agenda. 4. CONSENT AGENDA —These items are considered to be routine and enacted by one motion. There will be no separate discussion of these items unless a Commission member or citizen so requests, in which event the item will be removed from the Consent Agenda and placed elsewhere on the agenda. 4.1 Adopt proposed June 7, 2023 Planning Commission minutes. Draft Minutes.pdf 4.2 Variance to allow an encroachment into the required tributary stream setback for a rear yard addition located at 15610 55th Avenue (Purdue - 2023028) Planning Commission Report Resolution Location Map Aerial Map Notification Map Applicants Narrative and Graphics.pdf 5. PUBLIC HEARINGS 5.1 Conditional use permit request by APV Automotive, LLC for indoor limited motor vehicle sales within the existing industrial building located at 15020 27th Avenue (2023026) Planning Commission Report Information Location Map Aerial Map Hennepin County Locate & Notify Map Applicant's Brief Description of Request 1 Planning Commission 2 of 3 June 21, 2023 Conditional Use Permit Standards Site Graphics Resolution 5.2 Conditional use permit to allow indoor commercial recreation use in the I-1 (light industrial) zoning district located at 3500 Holly Lane (Plymouth Wayzata Fusion Soccer Club - 2023025) Planning Report.pdf Conditional Use Permit Standards.pdf Resolution Location Map Aerial Map Notification Map Applicants Narrative and Graphics 5.3 Request by Thielen & Green P.A., for approval of a site plan amendment, conditional use permit, and variances to allow construction of a of a new motor fuel station/convenience store with prepared food, with attached accessory car wash, and related site improvements in the C-3 (highway commercial) zoning district for the property located at 9605 36th Avenue (Thielen & Green P.A. - 2023009) Planning Commission Report Location Map Aerial Notification Area Map CUP Standards CUP Performance Standards - 21465.07 Subd 5 Variance Standards 36th and Kilmer - Roadway Improvements Schematic Applicant's Narrative Plans and Site Graphics Draft Resolution SP CUP VAR 5.4 Discuss zoning ordinance text amendment to amend beekeeping regulations (2023036) Draft Ordinance.pdf Draft Resolution.pdf U of M List of Bee Ordinances.pdf City of Edina Ordinance.pdf Resident Comment.pdf Resident Comment.pdf HOA Map.pdf 2021 FlashVote Results.docx 5.5 Request by Leo A Daly, on account of Hennepin County Facility Services, for approval of a site plan amendment, conditional use permits and variances to allow the construction of a 100,000 square-foot Hennepin County Sheriff’s Office Public Safety 2 Planning Commission 3 of 3 June 21, 2023 Services Division building and related site improvements, for the property located at 1145 Shenandoah Lane (Leo A Daly on account of Hennepin County Facility Services - 2023015) Planning Report.pdf Location Map Aerial Notification Area Map CUP Standards Variance Standards Applicant's Narrative Civil Plans Landscaping Plans Architectural Renderings Variance Site Plan and BMP Plan Site Lighting Plan Draft Resolution SP CUP VAR.pdf 5.6 Discuss zoning ordinance text amendment to amend accessory dwelling unit (ADU) regulations (2023030) Draft Ordinance.pdf Ordinance with No Markup.pdf Comparable Cities Regulations.pdf Resident Comment.pdf Family Housing Fund Policy Memo.pdf Family Housing Fund Ordinance Spreadsheet.pdf 6. NEW BUSINESS 7. ADJOURNMENT 3 Regular Planning Commission June 21, 2023 Agenda Number:4.1 To:Dave Callister, City Manager Prepared by:Chloe McGuire, Planning and Development Manager Reviewed by:Grant Fernelius, Community and Economic Development Director Item:Adopt proposed June 7, 2023 Planning Commission minutes. 1. Action Requested: Adopt the proposed minutes from the June 7, 2023 Planning Commission meeting. 2. Background: The regular Planning Commission meeting was held on June 7, 2023. 3. Budget Impact: N/A 4. Attachments: Draft Minutes.pdf 4 1 Proposed Minutes June 7, 2023 Proposed Minutes Planning Commission Meeting June 7, 2023 Chair Boo called a Meeting of the Plymouth Planning Commission to order at 7:00 p.m. in the Council Chambers of City Hall, 3400 Plymouth Boulevard, on June 7, 2023. COMMISSIONERS PRESENT: Chair Michael Boo, Julie Olson, Neha Markanda, Jennifer Jerulle, and Josh Fowler COMMISSIONERS ABSENT: Bill Wixon, Marc Anderson STAFF PRESENT: Planning and Development Manager Chloe McGuire, Senior Planner Lori Sommers, Julie Pointner Chair Boo led the Pledge of Allegiance. Approval of Agenda Motion was made by Commissioner Fowler and seconded by Commissioner Olson to approve the agenda. With all Commissioners voting in favor, the motion carried. Consent Agenda (4.1) Planning Commission minutes from meeting held on April 19, 2023. Commissioner Markanda referenced her comments on page five and noted that the response was misconstrued. She requested to change the word injurious to enjoyment. Motion was made by Commissioner Olson and seconded by Commissioner Jerulle to approve the consent agenda with the noted change. With all Commissioners voting in favor, the motion carried. Public Hearings (5.1) Site plan amendment, conditional use permit amendment, and variances for a double drive-through and associated site changes for Culver's located at 6175 Quinwood Lane (KSW Enterprises, LLC – 2023019) Senior Planner Sommers presented the staff report. Chair Boo noted that the trash area is being moved away from the building and into the parking lot and asked if the city had any concerns with that. 5 2 Proposed Minutes June 7, 2023 Senior Planner Sommers replied that the enclosure would meet the standards and would match the existing building. She noted that the existing enclosure is within the drive-thru lane and therefore the relocation will ease some of the traffic issues. Chair Boo noted the curb cut between Culvers and the adjoining property and asked if there is a reason to maintain that. Senior Planner Sommers replied that could be closed but noted that it is an emergency access. Chair Boo asked if the two-lane approach to ordering would limit the likelihood that stacking would push into the roadway. Senior Planner Sommers confirmed that this would allow more efficient stacking and waiting after ordering. Commissioner Jerulle asked if the trash truck picking up the trash would block the entry. Senior Planner Sommers described the path the truck could take to access the trash, which would be out of the line of traffic for the drive-thru. Chair Boo introduced the applicant, Eric Knott, who stated that Culvers was built in 2001 when the common practice was one drive-thru lane. He stated that the percentage of drive-thru usage has increased and therefore this design will help with the stacking. He acknowledged that people would see the dumpster and that is why it is designed to match the building. He noted that the current dumpster location disrupts the drive-thru traffic and therefore this will be an improvement as trash is not always picked up before business hours although that is preferred. Chair Boo opened the public hearing. No comments. Chair Boo closed the public hearing. Motion was made by Commissioner Jerulle and seconded by Commissioner Markanda to approve the variance as submitted. With all Commissioners voting in favor, the motion carried (5.2) Conditional use permit, site plan amendment, and variances request to construct a 100,000 square-foot Hennepin County Sheriff’s Office Public Safety Services Division building and related site improvements, for the property located at 1145 Shenandoah Lane (Requesting continuance to the June 21, 2023 meeting) (Leo A Daly on account Hennepin County Facility Services – 2023015) Chair Boo noted that a request has been made to continue this item to the June 21, 2023 meeting. Chair Boo opened the public hearing. No comments made. 6 3 Proposed Minutes June 7, 2023 Motion was made by Commissioner Fowler and seconded by Commissioner Jerulle to continue the item to the June 21, 2023 meeting. With all Commissioners voting in favor, the motion carried Adjournment Chair Boo adjourned the meeting at 7:24 p.m. 7 Regular Planning Commission June 21, 2023 Agenda Number:4.2 To:Planning Commission Prepared by:Lori Sommers, Senior Planner Reviewed by:Grant Fernelius, Community and Economic Development Director File No:2023028 1. Applicant: David Purdue 2. Proposal: Variance to allow an encroachment into the required tributary stream setback for a rear yard addition. 3. Location: 15610 55th Avenue 4. Guiding: LA-2 (living area 2) 5. Zoning: PUD (planned unit development) 6. School District: Wayzata 284 7. Review Deadline: October 4, 2023 8. Description: Variance to allow an encroachment into the required tributary stream setback for a rear yard addition located at 15610 55th Avenue. 8 9. Attachments: Planning Commission Report Resolution Location Map Aerial Map Notification Map Applicants Narrative and Graphics.pdf 9 Agenda Number File 2023028 PLYMOUTH COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT PLANNING AND ZONING STAFF REPORT TO:Plymouth Planning Commission FROM:Lori Sommers, Sr. Planner (509-5457) MEETING DATE:June 21, 2023 APPLICANT:David Purdue PROPOSAL:Variance to allow an addition to encroach into the required tributary stream setback. LOCATION:15610 55th Avenue GUIDING:LA-2 (living area 2) ZONING:PUD (planned unit development) REVIEW DEADLINE:October 4, 2023 DESCRIPTION OF REQUEST: The applicant is requesting approval of a setback variance to the Bass Creek Tributary Stream setback requirement of 42 feet where 50 feet is required for the construction of an addition to the rear of the home. Notice of the public meeting was mailed to all property owners within 200 feet of the site. A copy of the notification area map is attached. 10 2023028 Page 2 CONTEXT: Surrounding Land Uses Land Use Guiding Zoning Project Site Residential (Taylor Creek)LA-2 PUD North Residential (Wood Crest of Plymouth 2nd)LA-2 PUD/RSF-3 East Residential (Taylor Creek)LA-2 PUD South Residential (Taylor Creek )LA-2 PUD West Residential (Taylor Creek )LA-2 PUD Natural Characteristics of Site The site is located in the Shingle Creek watershed district. The site is located in a shoreland overlay district. Previous Actions The home is located in the Taylor Creek Subdivision that was approved in 2010. The home was constructed in 2013. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a variance is limited to whether or not the proposal meets the standards for a variance. The city has a relatively high level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards for a variance. ANALYSIS OF REQUEST: The applicant is requesting a setback variance to the Bass Creek Tributary Stream in order to allow a portion (roughly 8 feet) of the propose addition to encroach into the required setback. The applicant requests to construct approximately 18-foot by 30-foot addition in the rear yard of the existing home. Section 21665 of the zoning ordinance establishes the structure setback for Bass Creek at 50 feet from the ordinary high-water level. At the time the home was built, there was no tributary stream setback requirement. The survey shows the existing deck encroaches into the 50-foot setback requirement. The applicant states that the addition would extend an additional 6 feet toward the creek and would not affect the existing bolder retaining wall. The home was built with a 3.5-foot tall retaining wall that provides a buffer from the creek and the home. The applicant has indicated that the addition will be under an existing deck and screened in porch and will take advantage of the unused space. According to the applicant, the proposed addition is needed to provide a more livable space for their expanded family. The PUD zoning district lot size and width requirements are 13,653 square feet or greater and 80 feet wide or greater. The subject property is approximately 42,731 square feet and is approximately 200 feet wide. The existing home is setback 25.3 feet from the front property line, where 25 feet is required. The site meets all the requirements. 11 2023028 Page 3 The property is located in the shoreland overlay district for Bass Creek Tributary Stream and is subject to impervious restrictions. The applicant has submitted a site plan showing that the impervious surface on the lot would not exceed the maximum of 25 percent. The proposed addition would increase the impervious surface coverage by roughly 1.25 percent for a total of 11.75 percent. The site meets the requirements. Staff reviewed the request according to the standards listed in section 21030 of the zoning ordinance and has made the following findings: 1. The variance, and its resulting construction or project, would be in harmony with the general purposes and intent of this Chapter, and would be consistent with the comprehensive plan. 2. The applicants have demonstrated that there are practical difficulties in complying with the ordinance regulations, because: a. The request is reasonable and the property would be used in a reasonable manner; and b. The request is due to circumstances not created by the landowners; and c. The variance would not alter the essential character of the lot or neighborhood. The proposed addition would extend an additional 6 feet toward the creek from the existing deck. 3. The variance request is not based exclusively upon economic considerations but rather, the variance is requested to make improvements to the home to make it more livable for the current occupant. 4. The requested variance and resulting construction would not be detrimental to the public welfare, nor would it be injurious to other land or improvements in the neighborhood. The proposed addition would not be visible from the front and would be minimally visible to the rear neighbors because of the large lots and tree coverage. 5. The requested variance, and its resulting construction or project, would not impair an adequate supply of light and air to adjacent properties, nor would it substantially increase traffic congestion in public streets, increase the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood. 6.The variance requested is the minimum action required to address the practical difficulties and allow the homeowners to improve the livability of the home and to provide usable space. RECOMMENDATION: Community and Economic Development Department staff recommends approval of the variance at 15610 55th Avenue, subject to the conditions listed in the attached resolution. 12 CITY OF PLYMOUTH RESOLUTION NO. 2023- RESOLUTION APPROVING A VARIANCE FOR DAVID PURDUE FOR THE PROPERTY LOCATED AT 15610 55TH AVENUE (2023 028) WHEREAS David Purdue has requested the approval of a tributary stream setback variance to allow an addition at 15610 55th Avenue; and Whereas, property legally described as follows: Lot 2, Block 2, Taylor Creek, Hennepin county, Minnesota. WHEREAS, the Planning Commission has reviewed said request at a duly called public meeting and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does approve the request by David Purdue for a tributary stream setback variance to allow an addition at 15610 55th Avenue, subject to the following findings and conditions: 1. The requested variance is hereby approved in accordance with the application received by the City on May 31, 2022, with additional information on June 6, 2023, except as may be amended by this resolution. 2. The requested tributary stream variance is approved with the findings that all applicable variance standards would be met. Specifically, a. The variance, and its resulting construction or project, would be in harmony with the general purposes and intent of this Chapter, and would be consistent with the comprehensive plan. b. The applicants have demonstrated that there are practical difficulties in complying with the ordinance regulations, because: 1. The request is reasonable, and the property would be used in a reasonable manner; and 2. The request is due to circumstances not created by the landowners; and 3. The variance would not alter the essential character of the lot or neighborhood. The proposed addition would extend an additional 6 feet toward the creek from the existing deck. c. The variance request is not based exclusively upon economic considerations; but rather, the variance is requested to make improvements to the home to make it more livable for the current occupant. 13 Resolution 2023- File 2023028 Page 2 d. The requested variance and resulting construction would not be detrimental to the public welfare, nor would it be injurious to other land or improvements in the neighborhood. The proposed addition would not be visible from the front and would be minimally visible to the rear neighbors because of the large lots and tree coverage. e. The requested variance, and its resulting construction or project, would not impair an adequate supply of light and air to adjacent properties, nor would it substantially increase traffic congestion in public streets, increase the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood. f. The variance requested is the minimum action required to address the practical difficulties and to allow the homeowners to improve the livability of the home and to provide usable space. 3.A grading permit is required prior to the commencement of the project. 4.A building permit is required prior to the commencement of the project. 5. The permit is subject to all applicable building and fire codes, and to all city regulations and ordinances. Any violation thereof shall be grounds for revocation. 6. The variance shall expire one year after the date of approval, unless the property owner or applicants have commenced the authorized improvement or use, or unless the applicants, with the consent of the property owner, have received prior approval from the city to extend the expiration date for up to one additional year, as regulated under section 21030.06 of the Zoning Ordinance. APPROVED by the City Council on this ___th day of _____, 2023. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on ______, 2023, with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the city this ________day of ___________________, _________. __________________________________ Jodi M. 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w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w K SITE 2023028 15610 55th Ave Request for Variance Shen a n d o a h L n . Ter r a c e v i e w L n . 55th Ave. Legend C, Comercial CC, City Center CO, Commercial Office IND w w w w w w w w w LA-1, Living Area 1 w w w w w w w w w w w w LA-2, Living Area 2 w w w w w w w w w w w w w w w w w w w w w w w w w w w w LA-3, Living Area 3 LA-4, Living Area 4 LA-5 MXD MXD-R P-I, Public/Semi-Public/Institutional LA-2 U p l a n d L n . 54th Ave. 15 K SITE 2023028 15610 55th Ave Request for Variance 55th A v e . 16 Hennepin County Locate & Notify Map 0 100 20050 Feet Date: 6/6/2023 Buffer Size:200 Map Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us 17 (OVER) Community Development Department 3400 Plymouth Boulevard Plymouth, MN 55447 (763) 509-5450 FAX (763) 509-5407 PPLLAANNNNIINNGG AANNDD ZZOONNIINNGG AAPPPPLLIICCAATTIIOONN FFOORRMM FILE#______________ Please read before completing. The city will not begin processing an application that is incomplete. The city fee schedule, application checklists and information sheets explaining the application procedures and policies are available from the planning division or on the city’s website (http://www.plymouthmn.gov). For complex applications, applicants should review the specific code requirements and detailed information on procedures found in the Plymouth Zoning Ordinance. The zoning ordinance is also found on the city website. 1. PROPERTY LOCATION: (Street address, if applicable or property identification number) 2. LEGAL DESCRIPTION: 3. PROPERTY FEE OWNER NAME: COMPANY NAME: (Email) ADDRESS: CITY: STATE: ZIP: TELEPHONE: (Home) (Business) (Fax) 4. APPLICANT/CONTACT PERSON’S NAME: COMPANY: ADDRESS: (Mailing) (Email) CITY: STATE: ZIP: TELEPHONE: (Home) (Business) (Fax) 5. PLEASE CHECK THE REQUESTED ACTION(S): 5 PLEASE CHECK THE REQUESTED ACTION(S): _______ADMINISTRATIVE PERMIT _______ZO TEXT AMENDMENT _______COMPREHENSIVE PLAN AMENDMENT _______REZONING CONDITIONAL/INTERIM USE PERMIT SITE PLAN _______FINAL PLAT SITE PLAN AMENDMENT HOME OCCUPATION LICENSE PLAN MODIFICATION PRELIMINARY PLAT WETLAND-RELATED _______PUD FINAL PLAN VARIANCE _______PUD GENERAL PLAN _______OTHER _______PUD AMENDMENT 18 League of Minnesota Cities Model Form: 5/21/2021 Variance Application Page 1 May 25, 2023 CITY OF PLYMOUTH MN VARIANCE APPLICATION A. Applicant’s Name: Telephone Home cell: 612-327-0665 David G Perdue Work cell: 651-373-0067 B. Address (Street, City, State, ZIP): 15610 55th Avenue North, Plymouth MN 55446 C. Property Owner’s Name (If different from above): Telephone Home: Same Work/Cell: D. Location of Project: 15610 55th Avenue North, Plymouth MN 55446 E. Legal Description: Addition name: TAYLOR CREEK Lot: 002 Block: 002 Approximate parcel size: SW207X250X125X314 F. Description of Proposed Project: We are seeking a setback variance to allow for a 18’x30’ addition under my current deck and screen porch. This space is significantly needed for my blended family of 6 children, and will also allow much needed home work space. G. Specify the section of the ordinance from which a variance is sought: 21665.04 Subd 2 (d) Tributary Streams: Structures on lots which abut the public water and which are not served by municipal sanitary sewer shall be at least 100 feet from the Ordinary High Water Level; and, st ructures on lots which abut the public water and which are served by municipal sanitary sewer shall be at least 50 feet from the Ordinary High Water Level. 19 League of Minnesota Cities Model Form: 5/21/2021 Variance Application Page 2 H. Explain how you wish to vary from the applicable provisions of the ordinance: Our home abuts Taylor Creek, part of the Shingle Creek watershed. The creek elbows in and out towards the rear of our home and by doing so the proposed addition would be partially in the 50-ft setback. As shown on the survey document provided, only about 14% of the new structure would be within the 50ft of the creek. At its closest, the structure would be 42ft from the creek. Importantly, the home was built with a 3 ½ ft retaining wall to allow height, distance and buffering from the creek. At usual flow the creek is 10ft below where the addition will be built. We will demand best practices to prevent sediment or other construction impact on the creek. The project would not require new grading as the addition site is already flat. I. Please attach a site plan or accurate survey as may be required by ordinance. City Planner Shawn Drill felt the attached overlay on the existing survey would be sufficient. J. Please answer the following questions as they relate to your specific variance request: 1. In your opinion, is the variance in harmony with the purposes and intent of the ordinance? Yes ( X) No ( ) Why or why not? We understand that the ordinance is designed to protect the watershed which we fully support. However, the existing property was designed with a retaining wall, elevation, and a natural stream buffer which will not be impacted by the addition. As it would go on the flat land under our existing deck, it will have minimal impact on drainage or impervious surface. We will of course use best practices to protect the stream from construction impact. 2. In your opinion, is the variance consistent with the comprehensive plan? Yes ( X) No ( ) Why or why not? Fundamental tenets of the Plymouth Comprehensive plan are to promote and strengthen economic vitality, and to protect and enhance the natural environment while balancing policy to respect individual property rights. We feel the addition is aligned with this vision as it will allow us to make the property function better for our family and our businesses, while not impacting our neighbors or the watershed. 3. In your opinion, does the proposal put property to use in a reasonable manner? Yes ( X) No ( ) Why or why not? As above, the addition would go in the space under our current deck and screen porch. As such, it would take advantage of space that is not currently used, while having little impact on the overall footprint of the home. The benefit to my family will be to allow our home to better accommodate our housing and work from home needs. 20 21 C:\Users\harts\OneDrive\CAD 1\CAD 2023\Perdue\Perdue 6-5-23.gxd -- 06/05/2023 -- 08:55 AM -- Scale 1 : 48 22 C:\Users\harts\OneDrive\CAD 1\CAD 2023\Perdue\Perdue 6-5-23.gxd -- 06/05/2023 -- 09:09 AM -- Scale 1 : 48 23 C:\Users\harts\OneDrive\CAD 1\CAD 2023\Perdue\Perdue 6-5-23.gxd -- 06/05/2023 -- 08:56 AM -- Scale 1 : 48 24 C:\Users\harts\OneDrive\CAD 1\CAD 2023\Perdue\Perdue 6-5-23.gxd -- 06/05/2023 -- 08:57 AM -- Scale 1 : 48 25 C:\Users\harts\OneDrive\CAD 1\CAD 2023\Perdue\Perdue 6-5-23.gxd -- 06/05/2023 -- 08:57 AM -- Scale 1 : 48 26 Regular Planning Commission June 21, 2023 Agenda Number:5.1 To:Planning Commission Prepared by:Shawn Drill, Senior Planner Reviewed by:Grant Fernelius, Community and Economic Development Director File No:2023-026 1. Applicant: APV Automotive, LLC 2. Proposal: Conditional use permit to allow indoor limited motor vehicle sales in an existing industrial building 3. Location: 15020 27th Avenue 4. Guiding: IND (industrial) 5. Zoning: I-2 (general industrial) 6. School District: ISD #284 (Wayzata) 7. Review Deadline: September 27, 2023 8. Description: See attached Planning Commission Report Information 27 9. Attachments: Planning Commission Report Information Location Map Aerial Map Hennepin County Locate & Notify Map Applicant's Brief Description of Request Conditional Use Permit Standards Site Graphics Resolution 28 Planning Commission Report Information APV Automotive, LLC (2023-026) INTRODUCTION The applicant is requesting approval of a conditional use permit to allow “limited motor vehicle sales” inside the existing industrial building located at 15020 27th Avenue. Under the proposal, the applicant would purchase previously-owned passenger vehicles (i.e., cars, SUVs, pickups) and resell them. Notice of the Planning Commission’s public hearing was published in the city’s official newspaper and mailed to all property owners within 500 feet of the site. A copy of the Hennepin County Locate & Notify Map is attached. CONTEXT Surrounding Land Uses ADJACENT LAND USE GUIDING ZONING North Industrial IND I-2 East Industrial IND PUD (planned unit development) West (across Niagara Lane) Industrial IND I-1 (light industrial) South (across 27th Avenue ) Industrial IND I-2 Natural Characteristics of Site The roughly 2.2-acre site is located in the Bassett Creek drainage district. The site does not contain any land in the floodplain or shoreland district, nor does it contain any wetlands. Background The existing building was constructed in the 1970s and contains roughly 28,000 square feet. The building is owned by APV Properties, and includes two tenant spaces. AVP Drywall occupies the larger tenant space in the south portion of the building. APV Automotive would occupy the smaller tenant space in the north portion of the building. 29 File 2023026 Page 2 LEVEL OF CITY DISCRETION IN DECISION-MAKING The city’s discretion in approving or denying a conditional use permit is limited to whether the proposal meets the standards listed in the zoning ordinance. If it meets the specified standards, the city must approve the conditional use permit. However, the level of discretion is affected by the fact that some of the standards may be open to interpretation. ANALYSIS The zoning ordinance allows “limited motor vehicles sales or leasing” in the I-2 district upon issuance of a conditional use permit, subject to the following specific conditions: 1) There shall be no outside storage or display of vehicles for sale or lease. 2) Not more than five vehicles for sale or lease shall be on the premises at any given time. 3) Signage related to motor vehicle sales or leasing shall be limited to 24 square feet. 4) No temporary signage/advertising devises (e.g., portable signage, banners, pennants, spotlights, skytrackers, inflatables, balloons) shall be allowed. The four conditions listed above have been incorporated into the resolution. Under the plan, the applicant would continue to operate a drywall company in the south portion of the building. The applicant is requesting a conditional use permit to operate a “limited motor vehicle sales” business in the north portion of the building. No exterior site changes are proposed. Although permissible in the I-2 district, the applicant has stated that the use would not be set up to conduct mechanical service or body work on vehicles, nor would automobile detailing services be provided on the site. Parking Based on the size and uses of this office/warehouse building, the site is currently required to have a minimum of 42 parking spaces. There are 60 parking spaces on the site. As a result, the proposal would comply with the city’s parking regulations. Findings The Planning Commission must review the requested conditional use permit for compliance with the standards listed in the ordinance. A copy of the general standards is attached. Staff used these standards to review the request and finds it would meet the applicable general standards. Specifically, the proposed use: 1) would be consistent with the comprehensive plan; 2) would not endanger the public health or safety; 3) would not be injurious to other properties in the area or to the city as a whole; 4) would not impede orderly development of surrounding properties; 30 File 2023026 Page 3 and 5) would comply with the standards outlined in the ordinance. Additionally, the approval would be subject to the four specific zoning ordinance conditions for the use, as outlined above and addressed in the resolution. RECOMMENDATION Community and Economic Development Department staff recommends approval of the conditional use permit for APV Automotive, LLC to allow “limited motor vehicle sales” inside the existing industrial building located at 15020 27th Avenue, subject to the findings and conditions listed in the resolution. If new information is brought forward at the public hearing, staff may alter or reconsider its recommendation. 31 28th Ave 27th Ave 28 t h A v e 2 8 t h A v e SITE Ni a g a r a L n 2023-027APV Automotive, LLC15020 27th AvenueConditional Use Permit K 400 0 400 800200 Feet 32 27th Ave. Ni a g a r a L n . SITE 2023-026 -- Aerial Map K100010020050 Feet 33 34 35 (forms/cupsta) ZONING ORDINANCE CONDITIONAL USE PERMIT STANDARDS 21015.02. Subd.5. The Planning Commission shall consider possible adverse effects of the proposed conditional use. Its judgment shall be based upon (but not limited to) the following factors: 1. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. 2. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. 3. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood. 4. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 5. Adequate public facilities and services are available or can be reasonably provided to accommodate the use which is proposed. 6. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. 7. The conditional use complies with the general and specific performance standards as specified by this Section and this Chapter. Section 21015-Plymouth Zoning Ordinance 36 37 38 CITY OF PLYMOUTH RESOLUTION NO. 2023- RESOLUTION APPROVING CONDITIONAL USE PERMIT FOR APV AUTOMOTIVE, LLC TO ALLOW LIMITED MOTOR VEHICLES SALES AT 15020 27TH AVENUE (2023026) WHEREAS, APV Automotive, LLC has requested approval of a conditional use permit to allow limited motor vehicle sales in the I-2 (general industrial) zoning district for property legally described as Lot 10, Block 2, Circle Star Business Center 2nd Addition, Hennepin County, Minnesota; and WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does approve the request by APV Automotive, LLC for a conditional use permit for limited motor vehicle sales, subject to the following findings and conditions: 1. A conditional use permit is approved to allow limited motor vehicle sales inside the existing industrial building located at 15020 27th Avenue, in accordance with the application received by the city on May 26, 2023, except as may be amended by this resolution. 2. The conditional use permit is approved with the finding that the proposed use would comply with all applicable general standards and with all specific standards for a conditional use permit, as outlined in the ordinance. 3. A separate building permit is required for any building alterations. Additionally, a. A sewer availability charge (SAC) determination letter is required. Contact the Metropolitan Council for submittal requirements. b. The tenant space to be used for limited motor vehicles sales shall comply with all building and fire codes. c. If there are any floor drains in the tenant space to be used for limited motor vehicle sales, a flammable liquid interceptor will be required. d. A mechanical ventilation system will be required for any auto repair work in the tenant space to be used for limited motor vehicle sales. e. Within the tenant space to be used for limited motor vehicle sales, any equipment or appliances with an ignition source shall be elevated such that the source of ignition is not less than 18 inches above the floor. f. The fire sprinkler system must be evaluated by a fire sprinkler company to ensure proper fire protection. 4. Prior to commencement of the use, the applicant shall obtain the required motor vehicle sales license from the State of Minnesota. 39 Resolution 2023- File 2023026 Page 2 5. The use shall comply with the following specific conditions of approval as listed in Section 21565.07, Subd. 12 of the zoning ordinance: a. There shall be no outside storage or display of vehicles for sale or lease. b. Not more than five vehicles for sale or lease shall be on the premises at any given time. c. Signage related to motor vehicle sales or leasing shall be limited to 24 square feet. d. No temporary signage/advertising devises (e.g., portable signage, banners, pennants, spotlights, sky trackers, inflatables, balloons) shall be allowed. 6. Standard Conditions: a. Any signage shall comply with this resolution and the City Code and shall receive sign permits if required. b. Any subsequent phases or expansions are subject to required reviews and approvals per ordinance provisions. c. Violations of the conditions of approval may result in revocation of the conditional use permit. d. The conditional use permit shall expire one year after the date of approval, unless the property owner or applicant has started the project, or unless the applicant, with the consent of the property owner, has received prior approval from the city to extend the expiration date for up to one additional year, as regulated under Section 21015.07 of the City Code. APPROVED by the City Council on this ** day of ****, 2023. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on ____________________, 2023, with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the city this ________day of _________________, _________. __________________________________ Jodi M. Gallup, City Clerk 40 Regular Planning Commission June 21, 2023 Agenda Number:5.2 To:Planning Commission Prepared by:Lori Sommers, Senior Planner Reviewed by:Grant Fernelius, Community and Economic Development Director File No:2023025 1. Applicant: Plymouth Wayzata Fusion Soccer Club 2. Proposal: Conditional use permit to allow indoor commercial recreation use in the I-1 (light industrial) zoning district. 3. Location: 3500 Holly Lane 4. Guiding: IND (industrial) 5. Zoning: I-1 (light industrial) 6. School District: Wayzata 284 7. Review Deadline: October 5, 2023 8. Description: Conditional use permit to allow indoor commercial recreation use in the I-1 (light industrial) zoning district located at 3500 Holly Lane. 41 9. Attachments: Planning Report.pdf Conditional Use Permit Standards.pdf Resolution Location Map Aerial Map Notification Map Applicants Narrative and Graphics 42 Agenda Number File 2023025 PLYMOUTH COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT PLANNING AND ZONING STAFF REPORT TO: Plymouth Planning Commission FROM: Lori Sommers, Sr. Planner (509-5457) MEETING DATE: June 21, 2023 APPLICANT: Plymouth Wayzata Fusion Soccer Club PROPOSAL: Conditional use permit to allow indoor commercial recreation use in the I-1 (light industrial) zoning district LOCATION: 3500 Holly Lane GUIDING: IND (industrial) ZONING: I-1 (light industrial) REVIEW DEADLINE: October 5, 2023 DESCRIPTION OF REQUEST: The applicant is requesting a conditional use permit to allow an indoor commercial recreation use in the I-1 zoning district for property located at 3500 Holly Lane. Under the plan, Plymouth Wayzata Fusion Soccer would remodel a portion of the existing building into offices and a training facility. Plymouth Wayzata Fusion Soccer would occupy 19,053 square feet of the 75,592-square foot multi-tenant building. The zoning ordinance allows indoor commercial recreation uses in the industrial districts upon issuance of a conditional use permit. Notice of the public hearing was published in the City’s official newspaper and mailed to all property owners within 500 feet of the site. A copy of the notification area map is attached. Development signage was also placed on the site. 43 2023025 Page 2 CONTEXT: Surrounding Land Uses Land Use Guiding Zoning Project Site Industrial IND I-1 North Industrial IND I-1 East (across Cnty Rd. 24) Commercial (Plymouth Station) C PUD South Residential (Seven Ponds 5th Add.) LA-1 RSF-2 West Industrial IND I-1 Natural Characteristics of Site The site is located in the Bassett Creek watershed district. The site is not located in a shoreland overlay district. Previous Actions The building was constructed in 1997 as part of the Plymouth Ponds Business Park. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City’s discretion in approving or denying a conditional use permit is limited to whether or not the proposal meets the standards listed in the zoning ordinance. If it meets the specified standards, the City must approve the conditional use permit. However, the level of discretion is affected by the fact that some of the standards may be open to interpretation. ANALYSIS OF REQUEST: The applicants are requesting approval of a conditional use permit for an indoor commercial recreation use to allow the operation of Plymouth Wayzata Fusion Soccer Club. The applicant is proposing to construct offices and a soccer training facility in the 19,053 square foot tenant space. There would be 4-6 part time and full time employees who help to run the soccer operations on site and would have a maximum of 48 players per hour in the evenings. The hours of operation are to be from 9 AM to 10 PM, during the week, with weekends starting at 9 AM to 5 PM on Saturday and noon to 9 PM on Sunday. No exterior site changes are proposed. Parking is generally the main item that is reviewed for this type of application. There are presently 162 parking spaces on the site. The zoning ordinance requires that indoor commercial recreation uses provide one parking space for every 300 square feet of building space based on 90 percent of gross floor area, unless an applicant demonstrates that their parking needs are less than required by the ordinance. Consequently, the ordinance would require 57 parking spaces for this use, unless the applicant demonstrates that their parking needs are lower. (19,053 x 90% = 17,147.7 / 300 = 57.) Based on the other uses within the building, the zoning ordinance would require a total of 140 parking spaces. There are presently 162 total parking spaces for the site. The proposal meets the City regulations relating to parking requirements. 44 2023025 Page 3 The applicant is also proposing to post small directional signage within the development, and information inside the building entrance, informing drivers on how to safely head northbound on County Road 24. This would require drivers to take Holly Lane southbound to Medina Road eastbound, then take a left at the intersection. If the city determines that a significant traffic issue results from drivers exiting the site directly onto County Road 24 and performing a U-turn to ultimately head north, the city may close the ‘right-out’ only driveway onto County Road 24. The Planning Commission must review the requested conditional use permit for compliance with the standards listed in the zoning ordinance. A copy of the standards is attached. Staff used these standards to review the request and finds it would meet the applicable standards. Specifically, the proposed use would conform to the comprehensive plan, would not have adverse effects on public improvements in the area, would not impede the orderly development of the district, nor would it be detrimental to the surrounding properties or the city as a whole. RECOMMENDATION: Community and Economic Development Department staff recommends approval of the conditional use permit for Plymouth Wayzata Fusion Soccer Club to allow indoor commercial recreation use in the I-1 (light industrial) zoning district, subject to the conditions listed in the attached resolution. If new information is brought forward at the public hearing, staff may alter or reconsider its recommendation. 45 (forms/cupsta) ZONING ORDINANCE CONDITIONAL USE PERMIT STANDARDS 21015.02. Subd.5. The Planning Commission shall consider possible adverse effects of the proposed conditional use. Its judgment shall be based upon (but not limited to) the following factors: 1. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. 2. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. 3. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood. 4. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 5. Adequate public facilities and services are available or can be reasonably provided to accommodate the use which is proposed. 6. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. 7. The conditional use complies with the general and specific performance standards as specified by this Section and this Chapter. Section 21015-Plymouth Zoning Ordinance 46 CITY OF PLYMOUTH RESOLUTION NO. 2023- RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR PLYMOUTH WAYZATA FUSION SOCCER CLUB FOR THE PROPERTY LOCATED AT 3500 HOLLY LANE (2023 025) WHEREAS Plymouth Wayzata Fusion Soccer Club has requested a conditional use permit to allow an indoor commercial recreation use in the I-1 (light industrial) zoning district at 3500 Holly Lane; and Whereas, property legally described as follows: Lot 1, Block 2, Plymouth Ponds Business Park Irregular, Hennepin County, Minnesota. WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does approve the request by Plymouth Wayzata Fusion Soccer Club for a conditional use permit to allow an indoor commercial recreation use in the I-1 (light industrial) zoning district at 3500 Holly Lane, subject to the following findings and conditions: 1. A conditional use permit is approved in accordance with the application received by the City on May 23, 2022, with additional information on May 24, 2022, May 25, 2022, and June 7, 2023, except as may be amended by this resolution. 2. The requested conditional use permit is approved with the findings that all applicable conditional use permit standards would be met, as outlined in the zoning ordinance. 3.A building permit is required prior to the commencement of the project. 4. The business operator shall post small directional signage within the Plymouth Ponds development, and shall post information inside the building entrance, informing drivers wishing to head northbound on County Road 24 to take Holly Lane southbound to Medina Road eastbound. If the City determines that a significant traffic issue results from drivers exiting the site directly onto County Road 24 and performing a U-turn to ultimately head north, the City may close the ‘right-out’ only driveway onto County Road 24. 5. The permit is subject to all applicable building and fire codes, and to all city regulations and ordinances. Any violation thereof shall be grounds for revocation. 6. Standard Conditions: a. Any subsequent phases or expansions are subject to required reviews and approvals per ordinance provisions. 47 Resolution 2023- File 2023025 Page 2 b. The site shall remain in conformance with section 2025 of the City code regarding noise regulations. c. Compliance with the City’s lighting regulations. d. All signage shall require separate permits and shall be in conformance with the sign regulations in section 21155 of zoning ordinance. e. Compliance with City’s landscaping regulations. f. The conditional use permit shall expire one year after the date of approval, unless the property owner or applicant has started the project, or unless the applicant, with the consent of the property owner, has received prior approval from the city to extend the expiration date for up to one additional year, as regulated under sections 21045.09 and 21015.07, respectively, of the zoning ordinance. APPROVED by the City Council on this ___th day of _____, 2023. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on ______, 2023, with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the city this ________day of ___________________, _________. __________________________________ Jodi M. Gallup, City Clerk 48 w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w K SITE 2023025 3500 Holly Lane Request for CUP Hw y 5 5 LA-1 Cnt y R d . 2 4 C IND Me d i n a R d . Holly Ln. 49 K SITE 2023025 3500 Holly Lane Request for CUP Cnt y R d . 2 4 M e d i n a R d . Holly Ln. 50 Hennepin County Locate & Notify Map 0 200 400100 Feet Date: 6/2/2023 Buffer Size:500 Map Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us 51 Fusion Soccer Club is youth soccer organization based in Plymouth MN. We currently have approximately 1200 competitive soccer players (boys and girls) as well as a rec program with around 2500 participants throughout the course of the year. We also have camp programs that serve around 2000 participants through the course of the year. We currently rent and use many Plymouth facilities including (Plymouth Creek Center, Plymouth Creek Playfields, Elm Creek Playfields, Ridgemount Playfields, Zachary Playfields, Parkers Lake, etc.). We are requesting use of this facility to run our soccer club operations (office space) as well as a small indoor training facility (warehouse/field space). Typically during the week days (Monday-Friday) there are 4-6 part time and full time employees who help to run the soccer operations from 9-5pm for our competitive and recreational programs. In the evenings from 5pm-10pm we would have a max of around 48 players/hr we would potentially run programming for. Weekends we would also potentially use the facility to run training session from 9-5pm (Saturday) and 12-9pm (Sunday) The field space will be used as an additional technical training center for players who are interested in more training. There will also be some team trainings for our younger players throughout the Winter months (November-March). At this time we do not have any plans to host any events other than our training options. 52 Fusion Soccer Club - Digital Version of a Description 1. Fusion will be in compliance the Plymouth Comprehensive Plan. 2. This facility will help enhance opportunities for kids and families in the city of Plymouth. We will provide a safe, healthy and fun space for kids to play soccer. Our space is also used as 3. Our use of the facility will not have any negative impact on the other tenants in the building or impair property values in the surrounding neighborhoods. 4. Fusion’s use of the space will not impede the normal and orderly development and improvement of surrounding property. 5. We will have a clear pathway for entry and exit from the facility to minimize disruption to traffic or parking. Most families will be drop off/pick up and we will provide clear instructions to maximize efficiency during transitions. There will also be adequate spots designated for those who do park and enter the building. 6. We will conform to all applicable regulations of the district. 7. We will comply with all performance standards as specified by section 21015 and the Plymouth Zoning Ordinance. 53 PROJECT DIRECTORY A.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. B.ALL WORK TO CONFORM TO STATE AND LOCAL CODES. C.ALL WORK TO BE PERFORMED TO INDUSTRY STANDARDS. D.NO SUBSTITUTIONS WITHOUT OWNER'S REPRESENTATIVES APPROVAL. E.BEFORE STARTING ANY OPERATION, EACH CONTRACTOR SHALL EXAMINE WORK PERFORMED BY OTHERSTO WHICH HIS OR HER WORK ADJOINS OR IS APPLIED AND WILL REPORT TO THE GENERAL CONTRACTORANY CONDITIONS THAT WILL PREVENT SATISFACTORY ACCOMPLISHMENT OF HIS OR HER CONTRACT. F.THE CONTRACTOR SHALL GIVE TO THE PROPER AUTHORITIES ALL NOTICES AS REQUIRED BY LAW ANDOBTAIN ALL OFFICIAL BUILDING PERMITS. G.CLEAN UP - UPON COMPLETION OF THE WORK, THE TENANT SPACE SHALL BE MADE NEAT, AND DELIVEREDCLEAN, WHOLE, TIGHT AND FIT FOR IMMEDIATE OCCUPANCY. EACH INDIVIDUAL CONTRACTOR ISRESPONSIBLE AFTER THEIR WORK COMPLETION FOR CLEAN UP. H.CONTRACTOR TO SUPPLY AND INSTALL ANY SMOKE DETECTORS REQUIRED PER CODE IN SPRINKLEDBUILDINGS. IF THERE ARE ANY QUESTIONS REGARDING DESIGN AND BUILDING CODES, PLEASE NOTIFYTHE ARCHITECT. I.REPORT ANY DISCREPANCY OR QUESTIONS PERTAINING TO THIS DOCUMENT TO ARCHITECT, PRIOR TOSUBMITTING FINAL BID. PROJECT GENERAL NOTES 1. GENERAL 2. DEMOLITION A.ALL DEMOLITION/CONSTRUCTION TO BE DONE IN AN ORDERLY MANNER TO MINIMIZE DISTURBANCE TOEXISTING TENANTS AND PUBLIC SPACES. B.VERIFY WITH OWNER, PRIOR TO DEMOLITION, ALL ITEMS TO BE SALVAGED. STOCKPILE AND PROTECT ALLSUCH ITEMS. (I.E. LIGHT FIXTURES, DOORS/FRAMES, GLASS SIDELIGHTS, PLUMBING FIXTURES). C.PROPERLY TERMINATE ALL PLUMBING, ELECTRICAL, AND MECHANICAL ITEMS TO BE ABANDONED DURINGDEMOLITION. D.VERIFY WITH OWNER REMOVAL OF ALL DEMOLITION DEBRIS. CLEAN ALL AREAS FOR NEW CONSTRUCTION. E.WHERE REMOVAL OF WALLS, ETC. OCCURS, ADJOINING SURFACES SHALL BE PATCHED AND PREPAREDFOR NEW FINISH APPLICATION. F.DURING THE PROCESS OF DEMOLITION, CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXITS ANDRELATED CORRIDORS AS REQUIRED BY CODES FOR EMERGENCY EXITING. 3. ELECTRICAL A.ELECTRICAL CONTRACTOR TO PROVIDE ANY AND ALL DRAWINGS AND CALCULATIONS AS REQUIRED BYSTATE AND LOCAL CODES FOR PROPER INSTALLATION AND CIRCUITRY. INCLUDE EMERGENCY AND EXIT LIGHTING AS REQUIRED. B.VERIFY WITH TENANT FOR SPECIAL ELECTRICAL SERVICE TO ANY EQUIPMENT. C.LABEL ALL ELECTRICAL PANELS WITH PROPER CIRCUIT INFORMATION. D.PROVIDE AND INSTALL EMERGENCY/EXIT LIGHT FIXTURES AS REQUIRED. E.FIELD VERIFY ALL EXISTING LIGHT FIXTURES TO BE RE-USED AND REPLACE ANY DEFECTIVE LAMPS ANDBALLAST'S. REPLACE ANY T-12 LAMPS WITH NEW T-8 LAMPS, RE-BALLAST AND PROVIDE NEW LAMP HOLDERS AS NEEDED. IF IT IS MORE COST EFFECTIVE, CONTRACTOR TO REPLACE ENTIRE FIXTURE WITHNEW. F.WALL OUTLET HEIGHT SHALL BE 17" ABOVE FLOOR TO CENTERLINE OF J-BOX, UNLESS NOTED OTHERWISE. 4. SPRINKLER/FIRE PROTECTION A.IN TENANT SUITE AREAS, PROVIDE ADDITIONAL SPRINKLER HEADS OR RELOCATE EXISTING HEADS ASREQUIRED TO PROVIDE COVERAGE IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. B.THE SPRINKLER CONTRACTOR SHALL ADJUST, REPAIR OR REPLACE SPRINKLER SYSTEM COMPONENTS AS REQUIRED DUE TO DEMOLITION OR NEW CONSTRUCTION. C.ALL FIRE PROTECTION WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR AND SHALL CONFORMTO ALL STATE AND LOCAL CODES. D.THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE ANY AND ALL DRAWINGS AND CALCULATIONS ASREQUIRED BY STATE AND LOCAL CODES FOR PROPER INSTALLATION. 5. HVAC / PLUMBING NOTES A.ALL HVAC WORK TO BE PERFORMED BY A LICENSED MECHANICAL CONTRACTOR AND CONFORM TO ALL STATE AND LOCAL CODES. B.MECHANICAL CONTRACTOR TO PROVIDE ANY AND ALL DRAWINGS AND CALCULATIONS AS REQUIRED BY STATE AND LOCAL CODES FOR PROPER INSTALLATION. C.MECHANICAL CONTRACTOR TO REVIEW ALL HVAC DIFFUSERS, ZONES, AND THERMOSTAT CONTROLS WITHTENANT AND RE-BALANCE SYSTEM AT COMPLETION OF PROJECT. D.ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER WHO IS TO PROVIDE DRAWINGS ANDCALCULATIONS REQUIRED BY CODE AND CONFORM TO ALL STATE AND LOCAL CODES. E.ALL PLUMBING PIPES IN CEILING PLENUM TO BE CAST IRON OR COPPER. NO PVC PIPING TO BE ALLOWEDUNLESS COMPLETELY WRAPPED WITH AN APPROVED (1) HOUR FIRE RATED PROTECTIVE WRAP. F.EXISTING FIRE SPRINKLER AND MECHANICAL TO BE FIELD VERIFIED. UPGRADE AS REQUIRED TOACCOMMODATE NEW CONSTRUCTION IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES. G.PROVIDE ADD ALTERNATE FOR HVAC SERVICE TECH. TO CHECK EXISTING HVAC AND PROVIDE REPORT ON CONDITION OF EQUIPMENT. SYMBOLS LEGEND EXISTING WALL CONSTRUCTION TO REMAIN - TOUCH UP AS NEEDED TO RETURN TO A SMOOTH PAINTABLE SURFACE WALL CONSTRUCTION TO BE INSTALLED - SEE WALL TYPES LEGEND EXISTING DOOR AND FRAME TO REMAIN AS IS - TOUCH UP/OVER STAIN AS NEEDED DOOR AND FRAME TO BE INSTALLED - SEE DOOR SCHEDULE KEYNOTE REFERENCE EXISTING ILLUMINATED EMERGENCY EXIT SIGN AND LIGHT WITH BATTERY BACK-UP TO REMAIN ILLUMINATED EMERGENCY EXIT SIGN AND LIGHT WITH BATTERY BACK-UP TO BE INSTALLED X EXIT EXIT BUILDING KEY PLAN SHEET INDEX A-100 TITLE SHEET, GENERAL NOTES, BUILDING CODE ANALYSIS, CODE / EGRESS PLAN A-200 DEMOLITION PLANS AND NOTES A-300 FLOOR PLAN W/ ELECT., REFLECTED CEILING PLAN, PLAN NOTES GENESIS ARCHITECTURE: SENIOR SPACE PLANNER ARCHITECT JENNIFER NUETZMAN SCOTT P. WRASMAN(952) 897-7873 (484) 567-7682 jnuetzman@genesisarch.com swrasman@bergmannpc.com NOTE: DIRECT QUESTIONS RELATED TO DOCUMENTS, CODE ISSUES, TECHNICAL DETAIL AND/OR PROJECT SCOPE TO PERSONS LISTED ABOVE. II-B YES 19,053 SF BUILDING CODE ANALYSIS CODES REFERENCED SPRINKLER SYSTEM PROJECT AREA CONSTRUCTION TYPE TWO TWO 156'-0" 64" (ONE EXIT THROUGH WAREHOUSE) 2.52" (64" MINIMUM WITH TWO EXITS) 92'-6" (52" MINIMUM REQUIRED) LESS THAN 50 FEET LESS THAN 100 FEET LESS THAN 300 FEET NUMBER PROVIDED EXIT WIDTH PROVIDED EXIT WIDTH REQUIRED LONGEST DIAGONAL DISTANCE EXIT ACCESS TRAVEL DISTANCE COMMON PATH OF TRAVEL MAX. DEAD-END CORRIDOR DOOR SWING EXIT SEPARATION NUMBER REQUIRED YES - EACH RESTROOM HAS ONE SIDE TRANSFER ACCESSIBLE STALL N.A. - ONE STORY BUILDING YES ACCESSIBILITY HANDICAP PARKING AVAILABLE POWER ASSIST BLDG. ENTRY DOORS ELEVATOR RESTROOMS OUT OFFICE EXITING - 8,663 SF YES YES YES N.A. SUITE CIRCULATION BUILDING DOOR CLEARANCES SUITE DOOR CLEARANCES BUILDING CIRCULATION NO ACCESS. USE? 3 SF/OCCUP. 147----- # OCCUP.AREA 368 SF TYPE BPRIVATE OFFICES 19,053 SF-TOTAL OCCUPANCY AREAS -150 75,680 SFBUILDING AREA FOUR TWO 156'-5" 128" 0.42" (64" MINIMUM WITH TWO EXITS) 66'-8" (53" MINIMUM REQUIRED) LESS THAN 50 FEET LESS THAN 100 FEET LESS THAN 250 FEET NUMBER PROVIDED EXIT WIDTH PROVIDED EXIT WIDTH REQUIRED LONGEST DIAGONAL DISTANCE EXIT ACCESS TRAVEL DISTANCE COMMON PATH OF TRAVEL MAX. DEAD-END CORRIDOR DOOR SWING EXIT SEPARATION NUMBER REQUIRED OUT WAREHOUSE EXITING - 10,390 SF OCCUPANCY SEPARATION BBOFFICE TO TRAINING AREA NONE TO TYPETYPE SEPARATION REQD.NOTES ASSEMBLY FOR TRAINING / SKILL DEVELOPMENT IBC 2020 - MBC 2020 - MN ACCESSIBILITY CODE 2020 APPLICABLE CODE(S): 2020 MN BUILDING CODE 2020 MN STATE FIRE CODE 2016 NFPA 13: INSTALLATION OF FIRE SPRINKLER SYSTEMS2016NFPA 72: NATIONAL FIRE ALARM CODE2020NATIONAL ELECTRICAL CODE, CH. 13152020MN STATE PLUMBING CODE / CH. 47142020MN ACCESSIBILITY CODE / CH. 1341 2020 MN ENERGY CODE PLUMBING FIXTURE COUNT: OCCUPANTSOCCUPANCY WATER CLOSETS MALE RATIO REQUIRED FEMALE RATIO REQUIRED LAVATORIES MALE RATIO REQUIRED FEMALE RATIO REQUIRED FIXTURES REQUIRED:2.598 (3)3.97 (4)1.635 (2)1.635 (2) FIXTURES PROVIDED:2 3 Notes:1.Occupancy Separations - Section 508.3 and Table 508.4 and 508.3.12.Square Feet per Occupant determined by Table 1004.5 3.Exit Width determined by Section 1005.34.Exit Access - Section 1006 and Table 1006.3.3(2) 2020 Minnesota Accessibility Code, Section 305.7 (20% Percent Rule) 305.7 Where the alterations affecting an area containing a primary function.Where an alteration affects the accessibility to, or contains an area of primary function, the route to the primary function areashall be accessible. The accessible route to the primary function area shall include toilet facilities, parking facilities, anddrinking fountains serving the area of primary function. Exception #1: The cost of providing the accessible routes are not required to exceed 20% of the costs of the alterationsaffecting the area of primary function. Priority for Application of the 20 Percent cost for the Primary Function area shall be asfollows, until fees have been exhausted. If item can not be provided for the allowable costs, or is already in place, Contractorto move to the next item until all funds have been exhausted: A.Accessible Path of Travel - Path of Travel is AccessibleB.Accessible Toilet Facilities - Restrooms are AccessibleC.Accessible Parking - Parking is AccessibleD.Accessible Drinking Fountain - Existing Hi / Low Drinking Fountain 25368 SFBCONFERENCE ROOM -15 25370 SFBBREAK AREA -15 1032,056 SFBMULTI-PURPOSE AREA TRAINING / SKILL DEVELOPMENT20 4 4 26913,435 SFBTRAINING AREA TRAINING / SKILL DEVELOPMENT50 5890 SFS-1STORAGE AREA -200 BBOFFICE TO MULTI-PURPOSE NONE ASSEMBLY FOR TRAINING / SKILL DEVELOPMENT S-1BOFFICE TO STORAGE NONE - B 53 (54)25 / 50 1.08 25 / 50 40 / 80 0.675 40 /80 0.675 S-1 5 (6)100 0.03 100 100 1000.03 1.08 0.03 0.03 A-3 372 125 1.488 65 200 2002.86 0.93 0.93 WH E.P. E.P. E.P. EL E C T R I C A L P A N E L S RAMP UP E DW EXIT E EXIT EXIT EXIT EXIT EXIT WAREHOUSE AREALONGEST DIAGONAL197'-4" WAREHOUSE AREAEXIT SEPARATION152'-8" OFFICE AREALONGEST DIAGONAL102'-1" CO M M O N P A T H O F T R A V E L 13 9 ' - 9 " Vestibule 100 Multi-PurposeArea 102 Network 103 Janitor 104 Women's 107 Men's 108 Uniform Storage / Break Room 109 Office 110 Office 111 Office 112 Conference 113 TrainingArea 101 Vestibule 114 EquipmentStorage 106 EX I T OF F I C E A R E A EX I T S E P A R A T I O N 87 ' - 5 " 13,435 SF / 50 = 269 OCC. UN-OCCUPIED SPACE UN-OCCUPIED SPACE 368 SF / 15 = 25 OCC. 1 OCC. 1 OCC. 1 OCC. 2,056 SF / 20 = 103 OCC. BREAK AREA PORTION370 SF / 15 = 25 OCC.STORAGE PORTION370 SF / 200 = 2 OCC. 520 SF / 200 = 3 OCC. Hall 105 WH E.P. E.P. E.P. ELE C T R I C A L P A N E L S RAMP UP U.H. DW Genesis Architecture, LLC. 1600 Utica Avenue S., Suite 300 St. Louis Park, MN Ph. 952.897.7700 Project:Drawing Title: Drawing No. Drawn By: Job: Checked By: 2023.133.0 JLN SPW Client: NOTICE: The designs shown and described herein including all technical drawings, details, development, graphics and models, thereof, are the exclusive property of Genesis Architecture, LLC and can not be copied, duplicated, or reproduced, in whole or in part, nor can any derivative work be made unless expressly authorized by Genesis Architecture, LLC. Copyright 2021 Genesis Architecture, LLCIssue / Revision Date Issue / Revision Date Client Review 05-10-2023 A B C D E F G H A B C D E F G H 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 Fusion Soccer Club Plymouth Ponds II 3500 Holly Lane North, Suite 10 Plymouth, MN 55447 Link Logistics Real Estate Certification: CODE/EGRESS PLAN SCALE: 3/32" = 1'-0" 8A A100 PLAN NORTH PROJECT LOCATION PLAN NORTH Title Sheet, Building, Code Analysis, General Notes, Code/Egress Plan A100 54 WH E.P. E.P. E.P. EL E C T R I C A L P A N E L S RAMP UP U.H. EX I T EXIT 1 2 3 5 4 WH E.P. E.P. E.P. EL E C T R I C A L P A N E L S RAMP UP 1 2 1 2 1 2 4 1 2 1 2 1 2 1 2 3 3 3 3 5 6 4 1 1 2 2 1 2 7 SYMBOLS LEGEND EXISTING WALL CONSTRUCTION TO BE REMOVED EXISTING WALL CONSTRUCTION TO REMAIN - TOUCH UP AS NEEDED TO RETURN TO A SMOOTH PAINTABLESURFACE EXISTING DOOR AND FRAME TO BE REMOVED - RETAIN FOR RE-USE WHERE POSSIBLE EXISTING DOOR AND FRAME TO REMAIN AS IS - TOUCH UP/OVER STAIN AS NEEDED KEYNOTE REFERENCE PREVIOUS TENANT'S VOICE/DATA CABLE AND JUNCTION BOX TO BE REMOVED EXISTING BLANK FACE PLATE TO BE REMOVED EXISTING DUPLEX ELECTRICAL OUTLET TO BE REMOVED EXISTING 4-PLEX ELECTRICAL OUTLET TO BE REMOVED EXISTING 2x4 LIGHT FIXTURE TO BE REMOVED EXISTING 2x4 LIGHT FIXTURE TO REMAIN EXISTING HIGH BAY LIGHT FIXTURE TO REMAIN EXISTING LIGHT SWITCH TO BE REMOVED EXISTING LIGHT SWITCH TO REMAIN EXISTING ILLUMINATED EMERGENCY EXIT SIGN AND LIGHT WITH BATTERY BACK-UP TO BE REMOVED, RETAINFOR POSSIBLE RELOCATION IF IN GOOD WORKING ORDER. FINAL LOCATIONS TO BE APPROVED BY THEBUILDING OFFICIAL. EXISTING SPRINKLER HEAD TO BE ADJUSTED / REMOVED - SHOWN FOR REFERENCE PURPOSES ONLY,SPRINKLER CONTRACTOR IS RESPONSIBLE FOR FINAL HEIGHTS AND LAYOUT EXISTING SPRINKLER HEAD - SHOWN FOR REFERENCE PURPOSES ONLY, SPRINKLER CONTRACTOR ISRESPONSIBLE FOR FINAL HEIGHTS AND LAYOUT X EXIT DEMOLITION PLAN KEY NOTES:X 1.REMOVE EXISTING WALL CONSTRUCTION, DOORS, WINDOWS, FRAMES WHERE SHOWN. PATCH ADJACENT WALLCONSTRUCTION AS NEEDED. RETAIN DOORS, WINDOWS AND FRAMES FOR RE-USE WHERE POSSIBLE. VERIFY WITHPROPERTY MANAGEMENT AS TO STORAGE OR DISPOSAL OF UN-USED ITEMS. 2.REMOVE EXISTING ELECTRICAL OUTLETS, VOICE / DATA CONNECTIONS, AND BLANK FACE PLATES WHERE SHOWNOR AFFECTED BY WALL CONSTRUCTION. TERMINATE ALL WIRES AND CABLES BACK TO THEIR ORIGINAL SOURCE. NOUN-USED WIRES OR CABLES ARE TO REMAIN AT THE COMPLETION OF THIS REMODEL. 3.REMOVE EXISTING POWER POLES LEFT BY PREVIOUS TENANT. TERMINATE ALL WIRES AND CABLES BACK TO THEIRORIGINAL SOURCE. NO UN-USED WIRES OR CABLES ARE TO REMAIN AT THE COMPLETION OF THIS REMODEL. 4.REMOVE EXISTING CASEWORK WHERE SHOWN. CASEWORK IS NOT TO BE RETAINED AT THIS TIME. 5.IN THE SHADED AREA OF THE PLAN, REMOVE THE EXISTING CARPET TILE AND WALL BASE. REMOVE EXISTING GLUE /MASTIC AS NEEDED TO RETURN TO A SMOOTH CONCRETE FINISH. CONTRACTOR TO RETAIN (3) CARTONS OFCARPET TILE FOR TENANT'S FUTURE USE. 6.REMOVE EXISTING OUTLETS AND RAISE TO 44" A.F.F. DUE TO CASEWORK RELOCATION. PATCH WALLCONSTRUCTION AS NEEDED. 7.REMOVE EXISTING STOREFRONT DOOR AND WINDOW WHERE SHOWN. EXISTING VESTIBULE IS TO BE RE-WORKEDTO PROVIDE DIRECT ACCESS OUT OF THE TRAINING AREA. REFLECTED CEILING DEMOLITION PLAN KEY NOTES: 1.IN THE SHADED AREA OF THE PLAN, CONTRACTOR TO REMOVE THE EXISTING SUSPENDED CEILING GRID, TILE,LIGHT SWITCHES, AND LIGHT FIXTURES. RETAIN LIGHT FIXTURES FOR RELOCATION WHERE POSSIBLE. VERIFY WITHPROPERTY MANAGEMENT AS TO STORAGE OR DISPOSAL OF UN-USED LIGHT FIXTURES. 2.IN THE SHADED AREA OF THE PLAN, CONTRACTOR TO RAISE THE SPRINKLER HEADS AS NEEDED DUE TO NEW OPENDECK ENVIRONMENT. SPRINKLER HEADS SHOWN ARE FOR REFERENCE PURPOSES ONLY. FIRE PROTECTIONCONTRACTOR IS RESPONSIBLE FOR THE FINAL PLACEMENT AND MEETING ALL APPLICABLE CODES. 3.IN THE SHADED AREA OF THE PLAN, REMOVE THE EXISTING HVAC DUCT WORK, AIR DIFFUSERS, AND AIR SUPPLIESDUE TO CEILING REMOVAL AND NEW OPEN DECK ENVIRONMENT. 4.CONTRACTOR TO REMOVE THE EXISTING UNIT HEATER WHERE SHOWN. DISCONNECT ALL LINES AS NEEDED AND CAP OFF ROOF PENETRATIONS AS CLOSE TO THE DECK AS POSSIBLE. 5.CONTRACTOR TO REMOVE ALL DUCT WORK IN THE TRAINING AREA BACK TO THE ROOF TOP UNIT. X Genesis Architecture, LLC. 1600 Utica Avenue S., Suite 300 St. Louis Park, MN Ph. 952.897.7700 Project:Drawing Title: Drawing No. Drawn By: Job: Checked By: 2023.133.0 JLN SPW Client: NOTICE: The designs shown and described herein including all technical drawings, details, development, graphics and models, thereof, are the exclusive property of Genesis Architecture, LLC and can not be copied, duplicated, or reproduced, in whole or in part, nor can any derivative work be made unless expressly authorized by Genesis Architecture, LLC. Copyright 2021 Genesis Architecture, LLCIssue / Revision Date Issue / Revision Date Client Review 05-10-2023 A B C D E F G H A B C D E F G H 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 Fusion Soccer Club Plymouth Ponds II 3500 Holly Lane North, Suite 10 Plymouth, MN 55447 Link Logistics Real Estate Certification: REFLECTED CEILING DEMO PLAN SCALE: 3/32" = 1'-0" 8A A200 Demo Plan, Reflected Ceiling Demo Plan, Plan Notes A200 PLAN NORTH DEMO FLOOR PLAN SCALE: 3/32" = 1'-0" 1A A200 PLAN NORTH 55 WH E.P. E.P. E.P. EL E C T R I C A L P A N E L S RAMP UP DW Vestibule 100 Multi-PurposeArea 102 Network 103 Janitor 104 Women's 107 Men's 108 Uniform Storage / Break Room 109 Office 110 Office 111 Office 112 Conference 113 TrainingArea 101 Vestibule 114 EquipmentStorage 106 31'x16'-6" 100B 1 2 3 4 5 6 6 6 6 6 7 8 9 9 9 10 10 10 10 10 10 10 10 11 12 12 12 12 13 1 2 3 2 2 2 2 EQ U A L 12 ' - 4 " 12 ' - 4 " 12 ' - 4 " EQ U A L EQ.EQ. CL CL o f C o l u m n 31'-73 4"CL 12 ' - 2 12" 12 ' - 5 " 12 ' - 5 " CL CL ALIG N AL I G N ALIGN 135° AL I G N ALIGN 10'-212" CL 2 54 " C L R . 102 11 4 B 100A 114A 10 5 10 1 A 101B 101D 10 1 C 101F 101E 106 10 7 108 109A 10 9 B 103 10 4 110 111 112 113 Hall 105 14 1'-4" SYMBOLS LEGEND EXISTING WALL CONSTRUCTION TO REMAIN - TOUCH UP AS NEEDED TO RETURN TO A SMOOTH PAINTABLESURFACE WALL CONSTRUCTION TO BE INSTALLED - SEE WALL TYPES LEGEND EXISTING DOOR AND FRAME TO REMAIN AS IS - TOUCH UP/OVER STAIN AS NEEDED DOOR AND FRAME TO BE INSTALLED - SEE DOOR SCHEDULE KEYNOTE REFERENCE WALL TYPE - SEE WALL TYPE LEGEND DETAIL ELEVATION CALL OUT X X X X WALL TYPES 1 (1) LAYER 5/8" GYP. BD. EA.SIDE TO UNDERSIDE OFCEILING GRID. TAPE AND FINISH SAND. 2 SOUND ATTENUATIONBLANKET. FULL HT. ANDWIDTH OF STUD CAVITY. (1) LAYER 5/8" GYP. BD. EA. SIDE TO UNDERSIDE OF DECK.TAPE AND FINISH SAND TOCEILING HEIGHT. 3 SOUND ATTENUATIONBLANKET. FULL HT. ANDWIDTH OF STUD CAVITY. 3-5/8" METAL STUDS, GAUGEAND SPACING BYMANUFACTURERS SPEC'S. NOTES: -PROVIDE MOISTURE RESISTANT GYP. BD. AT ALL WET WALLS -PROVIDE BRACING OF METAL FRAMING/FURRING SYSTEMS AS REQUIRED BY MANUFACTURE SPECIFICATIONS -REPAIR OR PROVIDE NEW GYP. BD. COLUMN FURRING AT ALL COLUMNS THROUGHOUT SPACE AS REQUIRED -METAL STUD FRAMING SIZE, GAUGE AND SPACING TO CONFORM TO MANUFACTURE SPECIFICATIONS FORSPECIFIC HEIGHTS AND LOADING OF PARTITIONS -NEW WALL CONSTRUCTION RUNNING FROM FLOOR TO DECK ABOVE TO USE DEEP LEG TOP TRACK WITH SLIPCONNECTION. INSTALL 1-1/2" COLD ROLLED CHANNEL AS HORIZONTAL BRACING AT MAX. 48" O.C., WELDED ORSCREWED TO STUDS. 5/8" FIRE CODE GYPSUM BOARD EACH SIDE, FULL HEIGHT. INSULATE FULL THICKNESS OFSTUD TO DECK WITH SOUND ATTENUATION BATTS. 3-5/8" METAL STUDS, GAUGEAND SPACING BYMANUFACTURERS SPEC'S. 3-5/8" METAL STUDS, GAUGEAND SPACING BYMANUFACTURERS SPEC'S. 4-7/8"4-7/8" 4-7/8" (1) LAYER 5/8" GYP. BD. EA.SIDE TO 8'-0" A.F.F. TAPE ANDFINISH SAND. FLOOR PLAN KEYNOTES:X 1.PROVIDE AND INSTALL AN 8'-0" HIGH CHAIN LINK FENCE SURROUND AND TOP TO PROTECT ELECTRICAL PANELSWHERE SHOWN. PROVIDE A PAIR OF 3'-0" WIDE DOORS TO ALLOW ACCESS TO PANELS. 2.AT EQUIPMENT STORAGE ROOM #106, PROVIDE AND INSTALL:2.1.METAL STUDS AGAINST EXISTING DECK HIGH WALL TO 10'-0" A.F.F.2.2.A SLOPED CEILING WITH TIN FROM 8'-0" HIGH WALL TO 10'-0" HIGH STUDS TO PREVENT STORAGE ABOVE,ANCHOR AS NEEDED.2.3.SEE SECTION FOR SUGGESTED CONSTRUCTION 3.REPLACE EXISTING TOILET SEAT WITH NEW. 4.RELOCATED CASEWORK TO BE INSTALLED. 5.PROVIDE AND INSTALL STAINLESS STEEL DISHWASHER. 6.INSTALL 6'-0" WIDE x 3'-6" HIGH, TEMPERED, GLAZING WINDOW UNIT SET IN 2" WELDED FRAME. BASE OF WINDOW TO BE INSTALLED AT 3'-6" A.F.F. 7.AT VESTIBULE 100, PROVIDE AND INSTALL:7.1.ALUMINUM STOREFRONT WINDOW WHERE DOOR WAS REMOVED, 7.2.ALUMINUM STOREFRONT DOOR WITH PANIC RELEASE PUSH BAR HARDWARE 8. REPLACE EXISTING ALUMINUM STOREFRONT DOOR WITH NEW 3'-0" x 8'-0" METAL SERVICE DOOR WITH PANICRELEASE PUSH BAR HARDWARE. 9.AT UN-FINISHED EXTERIOR WINDOWS, PROVIDE AND INSTALL FIRE TREATED WOOD FRAMING. 10.DUE TO ASSEMBLY LOADS OF ROOMS AND SUITE, ALL EGRESS EXIT DOORS FROM SUITE ARE TO HAVE KEYEDLOCKSET, PUSH BAR, PANIC RELEASE HARDWARE THAT MEETS ASSEMBLY EGRESS REQUIREMENTS. EGRESSDOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. REPLACE PADDLE RELEASE AND LEVER HARDWARE AS NEEDED. 11.EXISTING BREAK ROOM SINK IS AT 34" A.F.F. TO MEET ACCESSIBILITY. 12.NET PROVIDED BY TENANT TO BE SUSPENDED FROM JOIST / BEAMS ABOVE. 13.IN-FILL OPENING CREATED BY DOOR REMOVAL WITH METAL STUDS AND 5/8" GYP.BD. ON EACH SIDE. PROVIDE SOUND BATT INSULATION FULL HEIGHT AND WIDTH OF CAVITY. 14.RELOCATED SIDELITE TO BE INSTALLED. ROOM FINISH SCHEDULE HGT.NO.ROOM NAME ROOM FLR.BASE WALLS NORTH EAST SOUTH WEST MAT'L CEILING REMARKS 100 101 102 103 104 105 106 9'-9"VESTIBULE EQUIPMENT STORAGE ACT TRAINING AREA MULTI-PURPOSE AREA NETWORK JANITOR HALL 108 109 110 111 112 113 MEN'S RESTROOM STORAGE / BREAK AREA OFFICE OFFICE OFFICE CONFERENCE ROOM 107 WOMEN'S RESTROOM 114 VESTIBULE -- DECKSTEELVINYL -TURF VINYL- --- --- VARIESTINVINYLCONC. -PNT PNT PNT PNT GYP.-- -GYP.-- -- QT -QT C.T. FLOORING MATERIAL AND WAINSCOTING TO REMAIN. ACID WASH TILE & GROUTAT PROJECT'S END. PAINT ANY GYP. BD. SURFACES C.T. FLOORING MATERIAL AND WAINSCOTING TO REMAIN. ACID WASH TILE & GROUTAT PROJECT'S END. PAINT ANY GYP. BD. SURFACESPNTPNTPNTPNT PNT PNT PNT PNT Q.T. FLOORING MATERIAL AND WALL BASE TO REMAIN. ACID WASH TILE & GROUT ATPROJECT'S END. PAINT ANY GYP. BD. SURFACES PNT PNT PNT PNT 9'-9"ACTPNTPNTPNTPNT 9'-9"ACTPNTPNTPNTPNT 9'-9"ACTPNTPNTPNTPNT VINYL-9'-9"ACTPNTPNTPNTPNT PNT PNT PNT PNT SLOPED TIN CEILING 9'-9"ACTPNTPNTPNTPNT PATCH EXISTING CARPET TILE AS NEEDED. INSTALL VINYL BASE TO MATCH EXISTINGAT NEW WALL CONSTRUCTION. PATCH EXISTING CARPET TILE AS NEEDED. INSTALL VINYL BASE TO MATCH EXISTINGAT NEW WALL CONSTRUCTION. CLEAN AND WAX EXISTING VCT FLOORING. PATCH VINYL WALL BASE AS NEEDED. VINYL-9'-9"ACTPNTPNTPNTPNT PATCH EXISTING CARPET TILE AS NEEDED. INSTALL VINYL BASE TO MATCH EXISTINGAT NEW WALL CONSTRUCTION. VINYL-9'-9"ACTPNTPNTPNTPNT PATCH EXISTING CARPET TILE AS NEEDED. INSTALL VINYL BASE TO MATCH EXISTINGAT NEW WALL CONSTRUCTION. VINYL-9'-9"ACTPNTPNTPNTPNT PATCH EXISTING CARPET TILE AS NEEDED. INSTALL VINYL BASE TO MATCH EXISTINGAT NEW WALL CONSTRUCTION. VINYL-9'-9"ACTPNTPNTPNTPNT PATCH EXISTING CARPET TILE AS NEEDED. INSTALL VINYL BASE TO MATCH EXISTINGAT NEW WALL CONSTRUCTION. 9'-9"ACTPNTPNTPNTPNT FINISH SELECTIONS CARPET:PATCH CARPET TILE AND INSTALL 4" VINYL BASE AT NEW WALL CONSTRUCTION AS NEEDED, MATCH EXISTING. TURF:TURF FLOORING TO BE PROVIDED BY TENANT AND INSTALLED BY CONTRACTOR. FLOORING IS TO MEET A MINIMUM CLASS C FIRE SPREAD RATING. QUARRY TILE:12"x12" QUARRY TILE WITH MATCHING COVED FLOOR TRANSITION. MATERIAL ALLOWANCE OF $6.00/SF. COLOR/STYLE SELECTION BY TENANT. CONC:SMOOTH CONCRETE FLOOR - GRIND FLOORS OF GLUE AND MASTIC AS NEEDED. FLOORS TO REMAIN UN-FINISHED AT THIS TIME. PAINT:APPLY ONE COAT OF PRIMER AND TWO COATS OF EGGSHELL FINISH LATEX PAINT TO ALL NEW AND EXISTING GYP. BD. SURFACES UNLESSNOTED OTHERWISE. PROVIDE A PRICE FOR (3) COLOR SELECTIONS. COLORS TO BE SELECTED BY TENANT. ACT:REPLACE ANY DAMAGED OR STAINED ACOUSTICAL CEILING TILE THROUGHOUT SPACE AS NEEDED, MATCH EXISTING UNLESS NOTEDOTHERWISE IN REFLECTED CEILING PLAN NOTES. ROOM FINISH SCHEDULE NOTES: 1.ACCENT WALL PAINT LOCATIONS TO BE DETERMINED BY TENANT AT A LATER DATE. 2.ALL FLOOR MATERIAL TRANSITIONS ARE TO BE AT THE CENTER OF THE DOORWAYS AND HAVE A SCHLUTER LOW-PROFILE ALUMINUM TRANSITION STRIP. NO.LOCATIONDOORDOOR DOOR SCHEDULE WIDTH RTNG.FIRE DOOR DOOR REMARKS FINISH FRAME TYPEHT.TYPETHICK.FINISH DOORDOORDOOR FRAMEDOOR FRAME LOCK SEAL CLSR.PASSAGE/STOP SMOKE - HARDWARE - - - - - - - -A STAIN 1 PAINT - - - --XC - - --X4'-0" - --X - - X - - PASSAGE LOCK LOCK -X1-3/4"C PAINT 1 PAINT3'-0"7'-0"XLOCK EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUTTHE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 100B 101A 102 103 104 105 106 VESTIBULE EQUIPMENT STORAGE TRAINING AREA MULTI-PURPOSE AREA NETWORK JANITOR HALL 108 109A 110 111 112 113 MEN'S RESTROOM STORAGE / BREAK AREA OFFICE OFFICE OFFICE CONFERENCE ROOM 107 WOMEN'S RESTROOM 114A VESTIBULE 100A VESTIBULE 101B TRAINING AREA 101C TRAINING AREA 101D TRAINING AREA 101E TRAINING AREA 101F TRAINING AREA 109B STORAGE / BREAK AREA 114B VESTIBULE EXISTING SERVICE DOOR TO REMAIN AS IS. VERIFY DOOR IS IN GOOD WORKING ORDER. PROVIDE NEW WEATHER STRIPPING AND MAKE ANY NECESSARY REPAIRSAS NEEDED. EXISTING INSULATED OVER HEAD DOOR TO REMAIN. VERIFY DOOR IS IN GOOD WORKING ORDER. PROVIDE NEW WEATHER STRIPPING AND MAKE ANY NECESSARYREPAIRS AS NEEDED. EXISTING INSULATED OVER HEAD DOOR TO REMAIN. VERIFY DOOR IS IN GOOD WORKING ORDER. PROVIDE NEW WEATHER STRIPPING AND MAKE ANY NECESSARYREPAIRS AS NEEDED. EXISTING SERVICE DOOR TO REMAIN AS IS. VERIFY DOOR IS IN GOOD WORKING ORDER. PROVIDE NEW WEATHER STRIPPING AND MAKE ANY NECESSARY REPAIRSAS NEEDED. EXISTING SERVICE DOOR TO REMAIN AS IS. VERIFY DOOR IS IN GOOD WORKING ORDER. PROVIDE NEW WEATHER STRIPPING AND MAKE ANY NECESSARY REPAIRSAS NEEDED. EXISTING ALUMINUM STORE FRONT DOOR WITH PADDLE RELEASE HARDWARE. REPLACE HARDWARE WITH EMERGENCY PUSH BAR EXIT HARDWARE THAT MEETSEGRESS CODES. INSTALL EMERGENCY PUSH BAR EXIT HARDWARE AND KEYED LOCKSET THAT MEETSEGRESS CODES. -X1-3/4"B ALUM.3 ALUM.3'-0"7'-0"XPUSH/PULL INSTALL EMERGENCY PUSH BAR EXIT HARDWARE THAT MEETS EGRESS CODES. DOOR KEY DOOR TYPE 'A' SE E S C H E D U L E SEE SCHED. SOLID CORE, FLUSH,PLAIN SLICED, RED OAKVENEER DOOR DOOR TYPE 'B'DOOR TYPE 'C' SE E S C H E D U L E SEE SCHED. HOLLOW METAL DOOR,PAINTED SE E S C H E D U L E SEE SCHED. ALUMINUM STOREFRONTDOOR, MATCH EXISTINGALUMINUM FINISH 10 " 24" 72 " 1-3/4"3'-0"7'-0"-XXPUSH/PULL INSTALL EMERGENCY PUSH BAR EXIT HARDWARE THAT MEETS EGRESS CODES. EXISTING INTERIOR DOOR AND FRAME - TOUCH UP SCRATCHES / BLEMISHES AND RE-VARNISH AS NEEDED. EXISTING INTERIOR DOOR AND FRAME - TOUCH UP SCRATCHES / BLEMISHES AND RE-VARNISH AS NEEDED. A STAIN 1 PAINT1-3/4"3'-0"7'-0"-XXPUSH/PULL INSTALL EMERGENCY PUSH BAR EXIT HARDWARE THAT MEETS EGRESS CODES. PAIR3'-0"1-3/4"7'-0"PAINT 1 PAINT PROVIDE TOP BOLT LOCK AT IN-ACTIVE LEAF. PROVIDE CLOSER AT ACTIVE LEAF ONLY. EXISTING INTERIOR DOOR AND FRAME - TOUCH UP SCRATCHES / BLEMISHES AND RE-VARNISH AS NEEDED. EXISTING INTERIOR DOOR AND FRAME - TOUCH UP SCRATCHES / BLEMISHES AND RE-VARNISH AS NEEDED. A STAIN 1 PAINT1-3/4"7'-0"KEYED LOCKSET THAT MEETS EGRESS CODES -XCXLOCKPAIR3'-0"1-3/4"7'-0"PAINT 1 PAINT PROVIDE TOP BOLT LOCK AT IN-ACTIVE LEAF. PROVIDE CLOSER AT ACTIVE LEAF ONLY.KEYED LOCKSET THAT MEETS EGRESS CODES. A STAIN 1 PAINT1-3/4"3'-0"7'-0"KEYED LOCKSET THAT MEETS EGRESS CODES -X-LOCKASTAIN1PAINT1-3/4"3'-0"7'-0"KEYED LOCKSET THAT MEETS EGRESS CODES -X-LOCKASTAIN1PAINT1-3/4"3'-0"7'-0"KEYED LOCKSET THAT MEETS EGRESS CODES -X-LOCKASTAIN1PAINT1-3/4"3'-0"7'-0"KEYED LOCKSET THAT MEETS EGRESS CODES -X1-3/4"B ALUM.2 ALUM.3'-0"7'-0"XLOCK EXISTING ALUMINUM STORE FRONT DOOR WITH PADDLE RELEASE HARDWARE. REPLACE HARDWARE WITH EMERGENCY PUSH BAR EXIT HARDWARE THAT MEETSEGRESS CODES. INSTALL EMERGENCY PUSH BAR EXIT HARDWARE THAT MEETS EGRESS CODES. KEYEDLOCKSET THAT MEETS EGRESS CODES. - - - FRAME TYPE '1' SE E S C H E D . SEE SCHED. WELDED H.M. FRAME,MATCH EXISTING 2" 2"2" FRAME TYPE '2' SE E S C H E D . SEE SCHED. ALUMINUM STOREFRONTDOOR W/ TEMPERED GLAZING SIDLITE 2'-0" 4" T FRAME TYPE '3' SE E S C H E D . 1- 3 / 4 " SEE SCHED.1-3/4"1-3/4" ALUMINUM STOREFRONT FRAME, MATCH EXISTING 1- 3 / 4 " 1-3/4"1-3/4"1-3/4"NOTES: -ALL DOORS TO HAVE COMMERCIAL GRADE, SCHLAGE, AL-SERIES, LEVER ACTION HARDWARE OR APPROVED EQUAL -ALL LOCKSETS TO MEET BUILDING CODE EGRESS -WHEN PRIVATE OFFICES ARE CALLED OUT TO HAVE KEYED LOCKSETS PER DOOR SCHEDULE, LOCKS ARE TO BE KEYED SEPARATELY AND TO A MASTER -ALL DOORS TO HAVE STOPS -REPLACE ANY ORBITAL HARDWARE WITH COMMERCIAL GRADE,SCHLAGE, AL-SERIES, LEVER ACTION HARDWARE OR APPROVED EQUAL -ANY RELOCATED DOORS AND FRAMES TO HAVE SCRATCHES ANDBLEMISHES TOUCHED UP AND BE RE-VARNISHED / PAINTED -REPLACE ANY THUMB TURN LOCK RELEASES WITH NEW PADDLE /LEVER RELEASE HARDWARE 10 ' - 0 " TIN ROOF WOOD STUD BLOCKING 3-5/8" METAL STUD W/ 5/8" GYP.BD. 16'-6" (F.V.) TO 8'-0" HIGH WALL Genesis Architecture, LLC. 1600 Utica Avenue S., Suite 300 St. Louis Park, MN Ph. 952.897.7700 Project:Drawing Title: Drawing No. Drawn By: Job: Checked By: 2023.133.0 JLN SPW Client: NOTICE: The designs shown and described herein including all technical drawings, details, development, graphics and models, thereof, are the exclusive property of Genesis Architecture, LLC and can not be copied, duplicated, or reproduced, in whole or in part, nor can any derivative work be made unless expressly authorized by Genesis Architecture, LLC. Copyright 2021 Genesis Architecture, LLCIssue / Revision Date Issue / Revision Date Client Review 05-10-2023 A B C D E F G H A B C D E F G H 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 Fusion Soccer Club Plymouth Ponds II 3500 Holly Lane North, Suite 10 Plymouth, MN 55447 Link Logistics Real Estate Certification:Floor Plan, Wall Types, Door Schedule, Finish Schedule, Proposed Wall Section, Plan Notes A300 FLOOR PLAN SCALE: 3/32" = 1'-0" 8A A300 PLAN NORTH SECTION SCALE: 1-1/2" = 1'-0" 7E A300 56 WH E.P. E.P. E.P. EL E C T R I C A L P A N E L S RAMP UP DW EXIT E EXIT EXIT EXIT EXIT EX I T EXIT EX I T 1 2 2 3 3 3 3 4 5 7 2 6 8 9 WH E.P. E.P. E.P. EL E C T R I C A L P A N E L S RAMP UP DW Vestibule 100 Multi-PurposeArea 102 Network 103 Janitor 104 Women's 107 Men's 108 Uniform Storage / Break Room 109 Office 110 Office 111 Office 112 Conference 113 TrainingArea 101 Vestibule 114 EquipmentStorage 106 44"D.W. 44" 44" 44" 44" MI C R O . 44 " MI C R O . 44 " MI C R O . 44 " MI C R O . 44 " 60" 60" 60" 44" Hall 105 44"44"44" SYMBOLS LEGEND DED EXISTING DUPLEX ELECTRICAL OUTLET TO REMAIN EXISTING 4-PLEX ELECTRICAL OUTLET TO REMAIN EXISTING TELEPHONE, DATA PORT/FACE PLATE, WIRING BY TENANT'S VENDOR EXISTING J-BOX WITH BLANK FACE PLATE TO REMAIN DUPLEX ELECTRICAL OUTLET TO BE INSTALLED DEDICATED DUPLEX ELECTRICAL OUTLET TO BE INSTALLED 4-PLEX ELECTRICAL OUTLET TO BE INSTALLED TELEPHONE/DATA OUTLET, PROVIDE MUD RING, WIRING BY TENANT'S VENDOR FLUSH MOUNTED, IN-FLOOR BOX WITH FOUR-PLEX ELECTRICAL OUTLET AND (2) DATACONNECTION TO BE INSTALLED. CONTRACTOR TO PROVIDE ELECTRICAL HOOK-UP,TENANT'S VENDOR TO PROVIDE TELEPHONE / DATA WIRING. VERIFY EXACT LOCATIONWITH TENANT'S FURNITURE VENDOR PRIOR TO INSTALLATION. EXISTING 2x4 LIGHT FIXTURE TO REMAIN NEW / RELOCATED 2x4 LIGHT FIXTURE TO BE INSTALLED EXISTING HIGH BAY LIGHT FIXTURE TO REMAIN NEW HIGH BAY LIGHT FIXTURE TO BE INSTALLED EXISTING SINGLE POLE LIGHT SWITCH TO REMAIN MOTION ACTIVATED LIGHT SWITCH TO BE INSTALLED EXISTING ILLUMINATED EMERGENCY EXIT SIGN AND LIGHT WITH BATTERY BACK-UP TOREMAIN, FINAL LOCATION TO BE APPROVED BY THE BUILDING OFFICIAL ILLUMINATED EMERGENCY EXIT SIGN AND LIGHT WITH BATTERY BACK-UP TO BE INSTALLED, FINAL LOCATION TO BE APPROVED BY THE BUILDING OFFICIAL LOCATION OF EXISTING SPRINKLER HEAD - SHOWN FOR REFERENCE PURPOSES ONLY,SPRINKLER CONTRACTOR IS RESPONSIBLE FOR FINAL HEIGHTS AND LAYOUT EXIT EXIT 1.AT TRAINING AREA #101, CONTRACTOR TO:1.1.PROVIDE CAGES AROUND SPRINKLER HEADS FOR PROTECTION1.2.PROVIDE CAGES AROUND NEW AND EXISTING HIGH BAY LIGHT FIXTURES FOR PROTECTION1.3.LIGHTS ARE TO BE ON MOTION ACTIVATED SENSORS, INSTALL SENSORS AS NEEDED.1.4.PRICE ALTERNATE: REPLACE EXISTING LIGHTS AND PROVIDE NEW HIGH BAY LIGHT FIXTURESWITH BUILT-IN CAGES. 2.LIGHTS AT MULTI-PURPOSE #102, HALL #105 AND BREAK ROOM #109 TO BE ON MOTION ACTIVATEDSENSORS, PROVIDE SENSORS AS NEEDED. 3.OFFICES AND CONFERENCE ROOM TO BE ON MOTION ACTIVATED LIGHT SWITCHES. 4.AT STORAGE AREA #106, PROVIDE AND INSTALL WALL MOUNTED, LED, STRIP LIGHT FIXTURES ONSINGLE POLE SWITCH. 5.AT ROOF TOP UNITS IN TRAINING AREA, CONTRACTOR TO PROVIDE A 4-WAY DIFFUSER TO PROVIDEHEATING AND COOLING. 6.SPRINKLER HEADS SHOWN ARE EXISTING AND FOR REFERENCE PURPOSES. IT IS THE RESPONSIBILITY OF THE FIRE PROTECTION CONTRACTOR FOR THE FINAL LAYOUT AND MEETING ALL APPLICABLECODES. 7.AT THE TRAINING AREA, CONTRACTOR TO RAISE THE SPRINKLER HEADS AS NEEDED TO THE UNDERSIDE OF THE DECK DUE TO NEW OPEN DECK ENVIRONMENT. ALL HEADS IN THE TRAINING AREAWILL REQUIRE CAGES FOR PROTECTION. 8.HVAC CONTRACTOR TO RE-ZONE THE EXISTING HVAC AS NEEDED DUE TO SUITE LAYOUT. PROVIDE AIR SUPPLIES AND AIR DIFFUSERS AS NEEDED. 9.AT STORAGE ROOM, FIRE PROTECTION CONTRACTOR TO PROVIDE SPRINKLER HEADS BELOW TINROOF AND ABOVE TO PROVIDE REQUIRED FIRE PROTECTION. REFLECTED CEILING PLAN KEYNOTES:X Genesis Architecture, LLC. 1600 Utica Avenue S., Suite 300 St. Louis Park, MN Ph. 952.897.7700 Project:Drawing Title: Drawing No. Drawn By: Job: Checked By: 2023.133.0 JLN SPW Client: NOTICE: The designs shown and described herein including all technical drawings, details, development, graphics and models, thereof, are the exclusive property of Genesis Architecture, LLC and can not be copied, duplicated, or reproduced, in whole or in part, nor can any derivative work be made unless expressly authorized by Genesis Architecture, LLC. Copyright 2021 Genesis Architecture, LLCIssue / Revision Date Issue / Revision Date Client Review 05-10-2023 A B C D E F G H A B C D E F G H 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 Fusion Soccer Club Plymouth Ponds II 3500 Holly Lane North, Suite 10 Plymouth, MN 55447 Link Logistics Real Estate Certification: REFLECTED CEILING PLAN SCALE: 3/32" = 1'-0" 8A A400 Electrical / Voice / Data Plan, Reflected Ceiling Plan, Plan Notes A400 PLAN NORTH ELECTRICAL / VOICE / DATA PLAN SCALE: 3/32" = 1'-0" 1A A400 PLAN NORTH 57 E.P. E.P. E.P. ELEC T R I C A L P A N E L S RAM P U P E U.H. Fusion Soccer Club Plymouth Ponds II 3500 Holly Lane North Suite 10 Plymouth, MN 55447 Site Plan Scale" 1"=80'-0" DR O P - O F F V E H I C L E E X I T P O I N T 73 Parking Stalls 58 02316883 June 2023 Signing and Wayfinding Plan Fusion Soccer TDM City of Plymouth Figure 1 Legend - Future Sign - Existing Sign Exit t o Hw y 5 5 Exit t o Hwy 5 5 NORTHNo r t h Exit t o Hwy 5 5 59 Regular Planning Commission June 21, 2023 Agenda Number:5.3 To:Planning Commission Prepared by:Kip Berglund, Senior Planner Reviewed by:Grant Fernelius, Community and Economic Development Director File No:2023009 1. Applicant: Thielen & Green 2. Proposal: Site plan amendment, conditional use permit, and variances request to allow construction of a of a new motor fuel station/convenience store with prepared food, with attached accessory car wash, and related site improvements. 3. Location: 9605 36th Avenue 4. Guiding: C (commercial) 5. Zoning: C-3 (highway commercial) 6. School District: Robbinsdale (#281) 7. Review Deadline: August 10, 2023 8. Description: 60 Request by Thielen & Green P.A. for a site plan amendment, CUP, and variances to allow construction of a of a new 4,619 square-foot motor fuel station/convenience store with prepared food, with attached accessory car wash, and related site improvements. 9. Attachments: Planning Commission Report Location Map Aerial Notification Area Map CUP Standards CUP Performance Standards - 21465.07 Subd 5 Variance Standards 36th and Kilmer - Roadway Improvements Schematic Applicant's Narrative Plans and Site Graphics Draft Resolution SP CUP VAR 61 Planning Commission Report Information Thielen & Green P.A. – Plymouth Pick N Save fuel station redevelopment, 9605 36th Avenue (2023009) INTRODUCTION The applicant is requesting approval of the following for the 0.89-acre property located at 9605 36th Avenue:  Site plan amendment to remove the existing fuel station building and construct a 4,619 square-foot fuel station/convenience store with to-go deli and connected car wash (the existing canopy and fuel pumps would remain as is);  Conditional use permit to allow a new building that includes a fuel station/convenience store with prepared food, and accessory commercial car wash in the C-3 zoning district;  Variances for the following: 1. Providing a bypass lane at the end of the car wash stacking lane where the entire length is required. 2. Parking located nine feet from the building where ten feet is required. Notice of this public hearing was mailed to all property owners within 500 feet. A copy of the notification area map is attached. Development signage is posted on the property. CONTEXT: Surrounding Land Uses Adjacent Land Use Guiding Zoning North (Across 36th Avenue) Multifamily “Lancaster Village Apartments” LA-4 RMF-4 West (Across Kilmer Ln.) Industrial Building – Apple Automatic Food Service C C-5 East Commercial/industrial - Endurance Automotive property with cell tower C C-3 South Commercial/industrial - M.T.I. Bus Company C C-3 Previous Actions Affecting Site The subject property was created in 1959 as part of the Glen Erie Addition subdivision. The existing fuel station/convenience store building was constructed in 1968 and has operated under different names. Previously as a Sinclair and currently known as Sami’s Stop. 62 File 2023009 Page 2 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a site plan amendment is limited to whether the proposal complies with the comprehensive plan and zoning ordinance requirements. If it meets these standards, the city must approve the site plan amendment. The city’s discretion in approving or denying a conditional use permit amendment is limited to whether the proposal meets the standards listed in the zoning ordinance. If it meets the specified standards, the city must approve the conditional use permit. However, the level of discretion is affected by the fact that some of the standards may be open to interpretation. The City’s discretion in approving or denying a variance is limited to whether the proposal meets the standards for a variance. The city has a relatively high level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards for a variance. ANALYSIS OF REQUEST: The applicant is requesting approval of a conditional use permit amendment, site plan amendment and variances to remove and replace an existing fuel station/convenience store and add an accessory commercial car wash connected to the building. Under the plan, the existing 1,300 square-foot fuel station building would be removed and replaced with a 4,619 square-foot convenience store with prepared food and connected accessory car wash which would extend further south that the buildings current location. The existing canopy and fuel pumps would remain. The applicant states that the new store would have a to-go deli kitchen but would not propose any associated indoor seating for the deli. Site Plan Amendment The zoning ordinance contains specific standards for approval of a site plan for development in the C-3 (highway commercial) zoning district. Staff used these standards to review the proposal. The specific standards that apply are as indicated on the following table. Standards for the C-3 District Specified Proposed Complies? Building Setbacks: --Front (along 36th Ave) 50 ft. (min.) 148 ft. Yes --Front (along Kilmer Ln) 50 ft. (min.) 61 ft. Yes --Side (east side) 15 ft. (min.) 32 ft. Yes --Rear (south side) 15 ft. (min.) 29 ft. Yes Parking Setbacks: --From Lot Lines: North 20 ft. (min.) 32 ft. Yes --From Lot Lines: West 20 ft. (min.) 20 ft. Yes --From Lot Lines: East 20 ft. (min.) 22 ft. Yes --From Building: 10 ft. (min.) 9 ft. No* 63 File 2023009 Page 3 Drive Aisle Setbacks: --Front (along Kilmer Ln) 10 ft. (min.) 10 ft Yes --Side and rear (east and south) 15 ft. (min.) 15 ft. Yes Drive Aisle Widths: 24 ft 24 ft Yes Parking Stall Size: 9 ft. x 18.5 ft. 9 ft. x 18.5 ft. Yes Parking Spaces: Fuel Station /Convenience Store 20 (min.) 21 Yes Parking Spaces: Car wash 1 (min.) Yes Car wash stacking 10 vehicles 10 (1 inside and 9 outside) Yes Building Height: 45 ft. (max.) 16 ft. Yes Trash Receptacle Setbacks: 50 ft, and 15 ft. 50 ft. and 15 ft Yes Landscaping: 9 overstory trees (min.) 8 (1 ex. & 7 new) *No Lighting: LZ2 --Fixture Height 30 ft. (max.) 14 ft. Yes --Lumens/sq. ft. 2.5 (max.) Unknown *No *Discussion follows Parking Based on the proposed fuel station/convenience store/car wash use, the site is required to have 21 parking spaces – four stalls for the motor fuel station, three for the kitchen area, 13 for the retail space and one for the car wash. The applicant has provided a site plan showing a total of 21 parking spaces to meet the zoning ordinance requirement. Access The site currently has access to the site from both 36th Avenue and Kilmer Lane. Under the proposed plan, the applicant would remove the existing access drive from 36th Avenue and propose to add a third access onto Kilmer Lane further south to accommodate vehicles exiting the car wash. Due to the proximity of the 36th Avenue and Kilmer Lane intersection, staff is requesting that the applicant reduce the number of access points onto Kilmer Lane from three to two. One option is that the new access point further south could be added, and the two further north could be reduced to one. A condition is included in the attached resolution requiring the access point reduction. 36th Avenue Bridge Project and Kilmer Lane Realignment Two road construction projects are scheduled to occur around the subject property in the next two years: 64 File 2023009 Page 4  In 2024, the portion of 36th Avenue leading up to and including the bridge over State Highway 169 is planned to be replaced in 2024. Staff supports the elimination of the existing entrance to the subject property due the proximity of the access point to the State Highway 169 on and off ramps. In addition, staff is requesting a 10-foot trail easement along the northern property line to accommodate the replacement of the Three Rivers Regional Trail.  In 2025, the Lancaster Lane/Kilmer Lane realignment project is scheduled to occur. The City of Plymouth acquired the property west of the subject property, across Kilmer Lane, to plan for the road realignment project. A concept of the realignment project is attached to the staff report. Building Materials The primary building materials would include EIFS, cultured stone veneer, prefinished metal, and glass with glazing. The proposed enclosed, freestanding trash enclosure, located northeast of the new building is required to be finished to match the proposed buildings. The proposal building would comply with City regulations relating to building materials and design. A condition is included in the attached draft resolution that requires additional details related to the trash enclosure to ensure that it matched the proposed building. Landscaping Section 21130 of the zoning ordinance states that for the expansion of non-residential developments, one new overstory tree per 1,000 square feet of gross floor area (five trees). Therefore, in addition to the four existing trees that were planted to satisfy previous landscaping requirements, a total of nine overstory trees are required to be on the site. The applicant has submitted a plan showing eight overstory trees. The proposed number of overstory trees does not meet the minimum requirement. A condition is included in the attached draft resolution that requires a revised landscaping plan with a total of nine overstory trees prior to the issuance of any permits. Lighting The project is in lighting zone 2 (LZ-2) and must meet the requirements under section 21105.06 of the zoning ordinance. The applicant submitted a lighting plan showing the proposed location, 65 File 2023009 Page 5 mounting height, and fixture details. However, the plan does not include the proposed lumens per square feet of hardscape and other required fixture details such as backlight, uplight, and glare (B.U.G.) ratings. It is unknown whether the proposal would comply with city regulations relating to exterior lighting requirements. A condition is included in the attached draft resolution that requires a revised lighting plan, and fixture details, which comply with the exterior lighting regulations, prior to the issuance of any permits. Stormwater The City of Plymouth’s water quality requirements state that if a certain area of new impervious surface is disturbed, then the City’s requirements would need to be met. A condition in the attached resolution requires that the plans and stormwater management report be reviewed and approved by the Engineering Department, and that the applicant obtain any required permits from other agencies, including the Bassett Creek watershed district. Conditional Use Permit A conditional use permit (CUP) is required for convenience grocery markets with prepared food and/or motor fuel sales with accessory car wash (no vehicle service or repair) in the C-3 (highway commercial) zoning district. The applicant is requesting a CUP to allow the replacement of the existing motor fuel station building with new building that includes a fuel station/convenience store with prepared food, and accessory commercial car wash. Section 21465.07, Subd. 5 of the zoning ordinance includes performance standards for convenience grocery markets with prepared food/motor fuel sales with accessory car wash (no vehicle service or repair). The performance standards are attached to the staff report. The Planning Commission must review this request for compliance with the performance standards and conditional use permit standards, as outlined in the zoning ordinance. A copy of the standards is attached. Staff used these standards to review the request and finds that it meets all the applicable standards. Specifically, the proposal: 1) would be consistent with the comprehensive plan; 2) would not endanger the public health or safety; 3) would not be injurious to other properties in the vicinity or the city as a whole; and 4) would not impede the normal and orderly development of nearby properties. In addition, the site is adequately served by public facilities. Variances The applicant is requesting the following variances: 1. Not providing a bypass lane for a portion of the car wash stacking lane where one is required. 2. Parking located nine feet from the building where ten feet is required. Bypass lane variance: Section 21120.04 of the zoning ordinance requires drive-throughs to have a bypass lane to allow motorists to exit if needed. The applicant is requesting to not provide a bypass lane for the car wash stacking lane. The plans were revised to locate the proposed building further north to be able 66 File 2023009 Page 6 to include a bypass lane south of the proposed car wash area. This bypass lane would allow vehicles to not be forced to enter the car wash, or have to back out, if not functioning once they enter the stacking lane. However, the vehicles would need to wait in the stacking lane until their vehicle can get to the bypass lane area. The applicant states that the addition of a bypass lane would result in the reduction in width to the building to be able to meet drive aisle width and parking space dimension requirements west of the building. Otherwise, it would result in the loss of green space around the perimeter of the site and create an additional variance requirement for drive aisle setback to the east property line not being met. The applicant also notes that keeping the fuel pump canopy in its current location results in site restraints on the existing lot with the proposed building design. Parking less than ten feet from the building variance: Section 21135 of the zoning ordinance requires parking to be setback at least ten feet from the principal building. The applicant is requesting the parking spaces, located along the west side of the building, to be located nine feet from the building. The applicant states that the variance is needed to be able to meet the building design width, parking space length and drive aisle width requirements. Staff notes that the existing building has roughly four feet of concrete along the western side of the building adjacent to a drive aisle. Findings In review of the request, staff finds that all the applicable variance standards would be met, as follows: 1) The requested variances, and resulting construction, would be in harmony with the general purposes and intent of the ordinance, and would be consistent with the city’s comprehensive plan. 2) The applicant has demonstrated that there are practical difficulties in complying with the ordinance regulations, because: a. The applicant proposes to use the property in a reasonable manner. The commercial use would be consistent with the existing surrounding development. b. The request is due to circumstances unique to the property that were not created by the landowner. c. The variances would not alter the essential character of the neighborhood the parking areas would be consistent with the surrounding areas and sight line issues would not be created internally or externally to the site. 3) The requested variances are not based solely upon economic considerations. The applicant is requesting the variances to configure the site to meet the majority of the requirements, including building setbacks, to create a safe and efficient traffic flow throughout the site and surrounding roadways. 4) The variances, and resulting construction, would not be detrimental to the public welfare, nor would it be injurious to other land or improvements in the neighborhood. 67 File 2023009 Page 7 5) The variances, and resulting construction, would not impair an adequate supply of light and air to adjacent properties, nor would it increase traffic congestion or the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood. 6) The variances requested are the minimum action required to address the practical difficulties. The proposed site plan was redesigned to reduce the number of variance requests while adding needed convenience of access and maneuverability of the site. The proposed building layout was designed around the existing canopy location thus limiting the ability to meet all code requirements. The proposed redevelopment would meet or exceed all other zoning regulations. The Planning Commission must review the variance request for compliance with the standards outlined in the zoning ordinance. A copy of the variance standards is attached. RECOMMENDATION: Community and Economic Development Department staff recommends approval of the site plan amendment, conditional use permit and variances, for property located at 9605 36 th Avenue, subject to the conditions outlined in the attached resolution. If new information is brought forward at the public hearing, staff may alter or reconsider its recommendation. 68 w w w w w w w w w w w w w w w w w w w wwwww w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 36th A ve 35th Ave K i l m e r L n SITE State Hwy No 169 P LY MO U TH/ N E W HOP E B O U N D A R Y L a n c a s t e r L n 36th A ve ^_ P-I LA-4 LA-4 C C C LA-1 LA-2 2023009 Thielen & Green P.A. Pick N Save 9605 36th Ave N Request for a CUP, SPA, and Variances K2500250 500125 Feet Legend C, Comercial CC, City Center CO, Commercial Office IND w w LA-1, Living Area 1 w w w w w w LA-2, Living Area 2 w w w w w w w w w w w w w w w w w w w w w w w w LA-3, Living Area 3 LA-4, Living Area 4 LA-5 MXD MXD-R P-I, Public/Semi-Public/Institutional SITE 36th Ave St a t e H w y N o 169 K i l m e r L n 35th Ave La n c a s t e r L n 2023009 -- Aerial Photograph K2500250500125 Feet 70 Hennepin County Locate & Notify Map 0 200 400100 Feet Date: 6/8/2023 Buffer Size:500 Map Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us 71 (forms/cupsta) ZONING ORDINANCE CONDITIONAL USE PERMIT STANDARDS 21015.02 PROCEDURE: Pursuant to Minnesota Statutes 15.99, an application for a conditional use permit shall be approved or denied within sixty(60) days from the date of its official and complete submission unless extended pursuant to Statute or a time waiver is granted by the applicant. If applicable, processing of the application through required state or federal agencies shall extend the review and decision-making period an additional sixty (60) days unless this limitation is waived by the applicant. Subd.5. The Planning Commission shall consider possible adverse effects of the proposed conditional use. Its judgment shall be based upon (but not limited to) the following factors: 1. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. 2. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. 3. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood. 4. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 5. Adequate public facilities and services are available or can be reasonably provided to accommodate the use which is proposed. 6. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. 7. The conditional use complies with the general and specific performance standards as specified by this Section and this Chapter. Section 21015-Plymouth Zoning Ordinance 72 21465.07. CONDITIONAL USES: The following are conditional uses in the C-3 District and require a conditional use permit based upon procedures set forth in and regulated by Section 21015 of this Chapter. Additionally, besides the specific standards and criteria which may be cited below for respective conditional uses, each request for a conditional use permit shall be evaluated based upon the standards and criteria set forth in Sections 21015.02, Subd. 5 and 21015.04 of this Chapter. Subd. 5. Convenience grocery markets with prepared food and/or motor fuel sales with accessory car wash (no vehicle service or repair), provided that: (a) Convenience/deli food is of the take-out type only and that no provision for seating or consumption on the premises is provided. Furthermore, that the enclosed area devoted to such activity, use and merchandise shall not exceed 15 percent of the gross floor area. (b) The storage, preparation and serving of food items are subject to the approval of the Zoning Administrator who shall provide specific written sanitary requirements based upon the applicable State and County regulations. (c) That the proximate area and location of space devoted to non-automotive merchandise sales shall be specified in the application and in the conditional use permit. Outdoor display of merchandise shall be allowed by administrative permit, pursuant to Section 21465.11, Subd. 5 of this Chapter. (d) The off-street loading space(s) and building access for delivery of goods shall be separate from customer parking and entrances and shall not cause conflicts with customer vehicles and pedestrian movements. (e) Hours of operation: The hours of operation for a convenience grocery market shall be limited to 6:00 AM to 11:00 PM, unless extended by the Council as part of the conditional use permit. Unless otherwise limited or prohibited by the Council as part of the conditional use permit, the hours of operation for pay-at-the-pump motor fuel sales may be 24 hours per day. (Amended by Ord. No. 2013-11, 04/23/13) (f) Motor fuel facilities shall be installed in accordance with State and City standards. Additionally, adequate space shall be provided to access gas pumps and to allow maneuverability around the pumps. Underground fuel storage tanks are to be positioned to allow adequate access by motor fuel transports and unloading operations which do not conflict with circulation, access, and other activities on the site. Fuel pumps shall be installed on pump islands. (g) A protective canopy located over pump islands may be an accessory structure on the property and may be located 20 feet or more from the front lot line, provided adequate visibility both on and off site is maintained. 73 (h) All canopy lighting for motor fuel station pump islands shall be recessed or fully shielded. Luminaires for pump islands shall comply with Section 21105.06 of this Chapter. (Amended by Ord. No. 2013-27, 10/22/13) (i) Litter Control. The operation shall be responsible for litter control within 300 feet of the premises and litter control is to occur on a daily basis. Trash receptacles must be provided at a convenient location on site to facilitate litter control. (j) All pumps and any related canopy shall be set back at least 300 feet from residentially zoned or guided property, unless screened by an intervening building or located across an arterial or major collector roadway from residentially zoned or guided property. (k) Accessory Car Wash/Vacuums. (1) No more than one car wash bay shall be allowed. (2) The car wash shall be designed to be an integral part of the principal building and may not be a separate freestanding structure. (3) The site shall provide stacking space for the car wash. The amount of stacking space shall take into account the type of car wash and the amount of time it takes to wash a vehicle. Stacking spaces shall not interfere with parking spaces or traffic circulation. (4) The exit from the car wash shall have a drainage system which is subject to the approval of the City and gives special consideration to the prevention of ice build-up during winter months. (5) Neither the car wash nor an accessory vacuum shall be located within 300 feet of any residentially zoned or guided property, unless completely screened by an intervening building or located across an arterial or major collector roadway from residentially zoned or guided property. (6) Both the car wash and accessory vacuum shall conform to noise regulations as defined in Section 21105.10 of this Chapter. 74 Forms: ZOvariancestds.docx Community Development Department 3400 Plymouth Boulevard Plymouth, MN 55447 (763)509-5450 FAX (763) 509-5407 ZONING ORDINANCE VARIANCE STANDARDS The City Council or Zoning Administrator may approve a variance application (major or minor, respectively) only upon finding that all of the following criteria, as applicable, have been met: 1. The variance, and its resulting construction or project, would be in harmony with the general purposes and intent of this Chapter, and would be consistent with the comprehensive plan. 2. The variance applicant has satisfactorily established that there are practical difficulties in complying with this Chapter. “Practical difficulties” means that: a. the applicant proposes to use the property in a reasonable manner not permitted by this Chapter; b. the plight of the landowner is due to circumstances unique to the property that were not created by the landowner; and c. the variance, if granted, would not alter the essential character of the locality. 3. The variance request is not based exclusively upon economic considerations. 4. The variance, and its resulting construction or project, would not be detrimental to the public welfare, nor would it be injurious to other land or improvements in the neighborhood. 5. The variance, and its resulting construction or project, would not impair an adequate supply of light and air to adjacent properties, nor would it substantially increase traffic congestion in public streets, increase the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood. 6. The variance requested is the minimum action required to address or alleviate the practical difficulties. Section 21030-Plymouth Zoning Ordinance 75 LEGEND FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N ALT 1 RO A D W A Y G E O M E T R I C A L T E R N A T I V E 1 RE V E R S E C U R V A T U R E R E A L I G N M E N T 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 CI T Y O F P L Y M O U T H 36 T H A V E N U E N O R T H G E O M E T R I C S T U D Y 36TH AVENUE NORTH LA N C A S T E R L A N E KI L M E R L A N E H I G H W A Y 1 6 9 HI G H W A Y 1 6 9 76 From Kris Thielen Thielen & Green P.A. 2051 Red Oak Lane Lino Lakes, MN 55038 kmt@tandgarch.com 763-553-7927 Re: 9505 36th Ave N (Plymouth Gas Station) Site Plan Request Narrative: CUP review, major site plan amendment, and variance request for the removal and replacement of existing gas convenience store for new structure with attached car wash. Existing gas pumps including canopy to remain, new site upgrades include: new 4,619 GSF structure with car wash and to-go deli kitchen (no interior seating); new parking striping, closing of existing curbcut along 36th Ave N; new curbcut along Kilmer Lane, new trash enclosure. A variance will be required for the 10'-0" parking setback from building (proposed 9'-0") as well as bypass drive aisle limited to south of the car wash. Conditional Use Permit Description: A conditional use permit is requested as set forth in Section 21015 Plymouth Zoning Ordinance. As the property is located within C-3 zoning district, per 21465.07 Subd 5, the proposed project will include a convenience grocery market with prepared food and motor fuel sales with accessory car wash. The establishment will promote and enhance the general public welfare and will not be detriment to the public health, safety, morals or comfort as in addition to replacing the existing structure with the same use (gas station with convenience store) the expansion to the additional services will provided by the “grab and go” deli and car wash give greater opportunity for use by the general public. The project will not diminish the property value to the surrounding area as the owner will redevelop the site with exception to the existing gas pumps with canopy, and as the function of the project will remain the same it will not impede the normal use of the development with the new construction. Site access will be modified to close off the curbcut onto 36th Ave N while including an additional curbcut near the carwash exit, providing a higher level of safety for site access and exiting as well as the future realignment with Kilmer Lane, and the project intends to conform to all other applicable regulations of the district where it is located. Variance Request Description: Two (2) variances will be required for the project as follows: a. A proposed 9’-0” parking setback from the building is proposed, just under the 10'-0" parking setback requirement b. A bypass drive aisle lane is limited to south end of the car wash. Both items are requested due to the site constraints of the existing lot with the required building setback and performance standards for the que lane at the car wash. The building orientation is rotated to provide better access to the site it allowed the east side of the property to allow vehicle stacking that for car wash (up to 12), keeping entrance/exit free from idle vehicles waiting while still providing parking including accessibility. In the event there is an issue with either a vehicle in the car wash access lane or the car wash is closed the ability to continue through the lane is provided by having an extension to the lane at the south side of the building, allowing the patron to drive around the building. The variance if granted would not alter the essential character of the locality as it promotes better use of the site, promoting a higher level of safety to the area. 77 THIELEN & GREEN 2051 Red Oak Lane Lino Lakes, Minnesota 55038 W | www.tandgarch.com P | 763.553.7927 Page | 1 Date: 04/09/2022 ☐ ADDENDUM ☐ CONSTRUCTION BULLETIN ☐ SUPPLEMENTAL INSTRUCTION ☐ REQUEST FOR INFORMATION NUMBER 05 ISSUED BY: Thielen & Green – Kris Thielen PROJECT: Plymouth Pick N Save 9605 36th Ave N PZ2023009 REGARDING DOCUMENTS DATED: 2/17/2023 ISSUED TO: City of Plymouth NOTICE: The following list of items represent revisions and/or corrections to the Planning and Zoning Submittal response letter bearing the date listed above. These items shall become a part of the submittal, please see below for response to each item as noted ITEM 01 REVISION OR ☐ CORRECTION ☒ REQUESTED BY City of Plymouth DESCRIPTION 1. Landscaping Plan = Identify existing trees to be removed and replaced and trees to be added to Section 21130.03: Response Please refer to C1 Demolition plan for trees identified to be removed and/or protected, Refer to C11 Landscape Plan for additional notes for new tress ITEM 02 REVISION OR ☐ CORRECTION ☒ REQUESTED BY City of Plymouth DESCRIPTION 2. Lighting Plan/Lighting Fixture Specifications: Submittal of exterior lighting plan identifying the proposed mounting height, lumens per square feet of hardscape, shielding requirements and fixture specifications including lighting fixture details that include the backlight, uplight, glare (B.U.G) information, CRI and CCT information pursuant to Section 21105.06 Response Please refer to new sheet photometric plan for additional information including fixture height, type, etc 78 THIELEN & GREEN 2051 Red Oak Lane Lino Lakes, Minnesota 55038 W | www.tandgarch.com P | 763.553.7927 Page | 2 ITEM 03 REVISION OR ☐ CORRECTION ☒ REQUESTED BY City of Plymouth DESCRIPTION 3. Fire Protection Plan: showing locations of all fire lanes and fire lane signage, associated turn arounds and dead ends (including turning radius calculations), hydrants, post indicator valves, and fire department connections, and any above or below ground storage tanks Response Please refer to new sheet C12 Fire Protection Plan for additional notes ITEM 04 REVISION OR ☐ CORRECTION ☒ REQUESTED BY City of Plymouth DESCRIPTION 4. Turning Radius Movements: Provide turning radius movements for cards, trucks, delivery trucks throughout the site including the carwashing stacking and bypass lane Response Please refer to new sheet C13 Turning Exhibit for additional notes ITEM 05 REVISION OR ☐ CORRECTION ☒ REQUESTED BY City of Plymouth DESCRIPTION 5. Stormwater and Geotechnical report. Include drainage calculations and permanent stormwater management design systems, pursuant to City of Plymouth water quality standard and watershed requirements Response Please refer Stormwater and Geotech report provided dated 1.29.2023 79 THIELEN & GREEN 2051 Red Oak Lane Lino Lakes, Minnesota 55038 W | www.tandgarch.com P | 763.553.7927 Page | 3 ITEM 06 REVISION OR ☐ CORRECTION ☒ REQUESTED BY City of Plymouth DESCRIPTION 6. Response to variance standards: Include response to variance standards listed on the variance application checklist Response Please refer to below for response to variance standards to each item on application checklist 1. The variance, and its resulting construction or project, would be in harmony with the general purposes and intent of this Chapter, and would be consistent with the comprehensive plan. The variance we requested would be harmonious with the general purpose and intent of the Chapters as the project’s intention is to improve on the site due as we are limited due to the unique shape of the lot as it is narrow, limiting opportunities to develop where required to stay within all setbacks required. Parking will be provided and in order to include stalls in front of the building we maximized the space allowed with 9’-0” from building front, only 12” less than the 10’-0” requirement. These stalls include accessible which are part of the shortest travel distance to the front doors, and the shorter setback still meets the intent of providing open area in front of the building. At the rear of the building near the drive through car wash lane is also limited again due to the narrow shape of the lot that does not allow a bypass lane the entire length to the drive thru at the car wash. In order to provide a lane in the event the car wash is inactive or a car breaks down the bypass lane is located south of the building, giving the opportunity for a vehicle to still travel thru. 2. The variance applicant has satisfactorily established that there are practical difficulties in complying with this Chapter. “Practical difficulties” means that: a. the applicant proposes to use the property in a reasonable manner not permitted by this Chapter; b. the plight of the landowner is due to circumstances unique to the property that were not created by the landowner; and c. the variance, if granted, would not alter the essential character of the locality. The variances requested are due to the unique shape of the lot as it limits the applicant’s opportunity to improve the site. We have modified our building layout by rotating 90 degrees to be within the building setback requirements (with exception to parking setback and the full drive thru bypass lane from which the variances are requested). The proposed updates does not alter the character of the locality as the building program, function, use, and access will still be improved upon by providing an additional level of safety with closing the existing curbcut along 36th Avenue North. A new curcbut will be added further south along Kilmer lane to provide better flow and access from the same street that the site is currently accessed from, and with the long elevation of the building facing Kilmer it reinforces the access currently experienced. 3. The variance request is not based exclusively upon economic considerations. The variances requested is due to the shape of the lot as it is long and narrow. The site will be improved upon by providing safer access, increased lighting for safety, and more options for the convenience store portion with 80 THIELEN & GREEN 2051 Red Oak Lane Lino Lakes, Minnesota 55038 W | www.tandgarch.com P | 763.553.7927 Page | 4 the carwash that provides more services to the community. The variances sought allow the applicant to redevelop the site to the best possible outcome with the limited space available 4. The variance, and its resulting construction or project, would not be detrimental to the public welfare, nor would it be injurious to other land or improvements in the neighborhood. The redeveloped site will improve the public welfare as the current site is in much need for updating as both the site and building are original to the property. The current size limits what can be provided to the community, and with the redevelopment the same function/use of the gas station will be improved upon providing more services to customers with the car wash and more selections from the convenience store portion. 5. The variance, and its resulting construction or project, would not impair an adequate supply of light and air to adjacent properties, nor would it substantially increase traffic congestion in public streets, increase the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood. Site lighting will be improved upon with updating the current light sources on the site (light poles) as well as new building lighting will be added to increase visibility while still being cognizant of the neighbor to the south by keeping the footcandles at 1 at the property line. Site access will be safer by closing the curbcut on 36th to prevent congestion onto the street as access will still be used but improved upon from Kilmer with the additional curbcut added to the south of the property. The site redevelopment will not diminish property value as the improvements will improve the existing property’s value with the updates and would not change/decrease the adjacent property values. 6. The variance requested is the minimum action required to address or alleviate the practical difficulties. The variances requested are minimal in nature as they are sought to provide parking in front of the building including accessibility stalls (reduction of 12” for a 9’-0” parking setback) and the drive thru bypass lane to occur near the car wash entrance (not the entire lane). No special knowledge is required for the variances and are requested due to existing shape of the lot. It is the applicant’s goal to meet the requirements of the zoning code, and all efforts were made to make the variance requests as minimal as possible. 81 7' - 6" PROPERTY LINE BUILDING SETBACK 50' - 0"76' - 6" BUILDING & DRIVE AISLE SETBACK 15' - 0" BUILDING SETBACK 50 ' - 0 " BU I L D I N G A N D D R I V E A I S L E S E T B A C K 15 ' - 0 " 21 0 ' - 0 " ALLOWABLE BUILDING LOCATION (WITHIN RED) PARKING SETBACK 20' - 0" PA R K I N G S E T B A C K 20 ' - 0 " PARKING SETBACK 20' - 0" ALLOWABLE PARKING LOCATION (WITHIN PURPLE) DR I V E A I S L E S E T B A C K 10 ' - 0 " DRIVE AISLE SETBACK 10' - 0" PA R K I N G S E T B A C K 20 ' - 0 " 2- WAY DRIVE AISLE 24' - 0" STALL 18' - 6"9' - 0" CARWASH BUILDING 48' - 0" CAR WASH PAY EXIST CANOPY & PUMPS (TO REMAIN) 12 ' - 0 " ALLOWABLE DRIVE LANE LOCATION (WITHIN BLUE) 9 CAR STACKING QUE 11 STALLS 8 S T A L L S 141' - 6" VACCUM SD01 2 3' - 0" DRIVE THRU 14' - 0" 31 ' - 0 " TRASH ENCLOSURE RISER ROOM ST A L L 18 ' - 6 " NE W C U R B C U T 30 ' - 0 " BY P A S S L A N E 14 ' - 0 " CLEAR 26' - 0"11' - 10" DELIVERIES 97 ' - 4 " EXIST CURBCUT TO REMAIN EXIST CURBCUT TO REMAIN CLOSE EXISTING CURBCUT CANOPY (OVERHEAD) 34' - 3 1/2" TO EXIST EXIST UNDERGROUND TANKS TO REMAIN 2 S T A L L S KI L M E R L A N E 4' - 0 " 8' - 0 " 6' - 0 " 8' - 0 " 6' - 0 " 8' - 0 " 6' - 0 " 8' - 0 " 6' - 0 " 8' - 0 " 10 ' - 6 " 3' - 4 " 4' - 0 " 9' - 0 " 2' - 6 " 97 ' - 4 " 13 ' - 4 " 84 ' - 0 " 9' - 0 " 20' - 8" 4' - 0"8' - 0"6' - 0"8' - 0"14' - 8"3' - 4"4' - 0" 9' - 5" SD02 2 SD02 3 540 SF CAR WASH 105 44' - 0"4' - 0" 48' - 0" 53 SF RISER ROOM 106 88 SF UTILTIES 107 CA R W A S H E Q U I P M E N T 190 SF KITCHEN 108 77 SF WIC 109 61 SF RR 110 61 SF RR 111 530 SF COOLER STORAGE 112 2534 SF MERCHANDISE 113 97 ' - 4 " 48' - 0" 36 ' - 0 " 6' - 0" 6' - 0 " 4' - 0 " 4' - 0 " COFFEE 18 ' - 0 " 19 ' - 0 " 23 ' - 0 " 14 ' - 4 " 24' - 0"24' - 0" 35 SF FREEZER STOREAGE 116 182 SF CHECKOUT 117 SD025 BEVERAGES 2' - 8 " 9' - 0 " 1' - 8 " DELI MERCH MERCH DISPLAY FINISH FLOOR 100' -0" RISER ROOM EXIT FROM CAR WASH EXIST PUMP CANOPY STRUCTURE TO REMAIN EIFS CULTURED STONE VENEER METAL PARAPET CAP PARAPET 115' -4" STOREFRONT RRAMEPREFINISHED AWNINGEXTERIOR WALL SCONCE SILL VENEER CAR WASH QUE LANE DELIVERIES DOOR FINISH FLOOR 100' -0" 16 ' - 0 " 5 1 / 2 " 11 ' - 0 1 / 2 " 4' - 0 " 6" PARAPET 115' -4" FINISH FLOOR 100' -0" ENTRANCE TO CAR WASH PARAPET 115' -4" PL Y M O U T H G A S 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 Designer AM Date 03/21/2023 Scale As Noted Drawing No. Summary 1 of 1 Schedule Symbol Label Image QTY Manufacturer Catalog Description Number Lamps Lamp Output LLF Input Power Polar Plot AA1 2 Lithonia Lighting RSX1 LED P3 40K R4 RSX Area Fixture Size 1 P3 Lumen Package 4000K CCT Type R4 Distribution 1 14206 0.9 109.44 WP 11 Lithonia Lighting WPX2 LED 40K Mvolt WPX2 LED wallpack 6000lm 4000K color temperature 120-277 Volt 1 5896 0.9 47.77 A 6 Lithonia Lighting CNY LED P3 40K MVOLT Contractor Select CNY LED Canopy P3=11,000lm 216 10755 0.9 86.58 8:43 AM n:\projects current\22-0155.00 plymouth gas station & carwash\Civil\cad files\CoverSWPPP.dwg3/2/2023 C: \ U s e r s \ m m o r d a l h u e b s c h \ D o w n l o a d s \ i m a g e e d i t _ 1 _ 5 9 8 8 6 7 3 6 6 0 . p n g Sc a l e Da t e Dr a w n B y Ch e c k e d B y Pr o j e c t N u m b e r IS S U E DA T E PLYMOUTH PICK N SAVE CI T Y S T A M P A R E A I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , o r re p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t su p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e St a t e o f M i n n e s o t a . Si g n e d : Da t e : L i c . N o . LA N D S U R V E Y I N G CI V I L E N G I N E E R I N G EN V I R O N M E N T A L S E R V I C E S 13 0 7 6 F I R S T S T R E E T , B E C K E R , M N 5 5 3 0 8 - 9 3 2 2 TE L : 7 6 3 - 2 6 2 - 8 8 2 2 F A X : 7 6 3 - 2 6 2 - 8 8 4 4 BO G A R T , P E D E R S O N & A S S O C I A T E S , I N C . 1" = 2 0 ' CJ D MJ M 03 / 0 1 / 2 0 2 3 22 - 0 1 5 5 9605 36TH AVE N PLYMOUTH, MN 55441 RE V I S I O N S C H E D U L E NO . D E S C R I P T I O N D A T E N O T F O R C O N S T R U C T I O N UP D A T E D L A Y O U T SD # 0 3 SD # 0 4 08 / 3 1 / 2 0 2 2 10 / 1 9 / 2 0 2 2 10 / 2 7 / 2 0 2 2 SD # 0 5 02 / _ _ / 2 0 2 3 20 5 1 R E D O A K L A N E LI N O L A K E S , M N 5 5 0 3 8 76 3 - 5 5 3 - 7 9 2 7 WW W . T A N D G A R C H . C O M V1 CE R T I F I C A T E O F SU R V E Y 1 INCH = 30 FT 1" = 3 0 ' 87 CLEAR AND GRUB TREES CAUTION REMOVE BUILDING (APROX. 1,300 SQ FT) AND PAVEMENT (APROX 16,865 SQ FT) WITH CURBING ON EDGE OF PAVEMENT PROTECT AND PRESERVE POWER POLES AND OVERHEAD POWER LINES CAUTION PROTECT AND PRESERVE POWER POLES AND OVERHEAD POWER LINES CAUTION PROTECT AND PRESERVE EXISTING GAS PUMPS AND CANOPY DEMOLISH BUILDING (APPROX. 1,300 SQ FT) REMOVE UTILITIES AS NEEDED. MAINTAIN EXISTING CHAIN LINK FENCE RELOCATE PROPANE TANK REPLACE BOLLARDS PROTECT VENTS SAW CUT APPROX. 370 FT OF PAVEMENT SAW CUT APPROX. 68 FT OF PAVEMENT AT EXIST. ENTRANCES 40 . 0 ' 37 . 2 ' SAW CUT AND REMOVE APPROX. 43 FT OF CURBING AT PROPOSED ENTRANCE 30 . 8 ' SAW CUT AND REMOVE APPROX. 55 FT OF PAVEMENT AND CURBING AT EXIST. ENTRANCE PROTECT SIGN REMOVE LIGHT POST REMOVE LIGHT POST REMOVE TREE REMOVE TELE. PED. PROTECT TREE 38.4' PROTECT LIGHT POST CAUTION UNDERGROUND UTILITIES TO BE PRESERVED CONTRACTOR TO COORDINATE REMOVAL OF POWER LINE WITH UTILITY COMPANY SAW CUT APPROX. 120 FT OF PAVEMENT REMOVE APPROX. 800 SQ FT OF PAVEMENT FOR WATER SERVICE CONNCECTION CAP AND ABANDON EXISTING WATER AND SANITARY SERVICES CALL 48 HOURS BEFORE DIGGING: TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL 20'0 SCALE: 1" = 20' 8: 4 4 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ D e m o P l a n . d w g 3/ 2 / 2 0 2 3 DEMOLITION GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALL UTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITE AMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOT LIMITED TO WATER, SANITARY SEWER, UNDERGROUND GAS, ETC. 2. THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS (UNDERGROUND GAS, WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY. 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS AT PROPOSED CONNECTIONS TO EXISTING UTILITIES PRIOR TO ANY DEMOLITION. 4. CONTRACTOR SHALL COORDINATE WITH THE CITY OF PLYMOUTH FOR ALL UTILITY DISCONNECTIONS, SERVICE TERMINATIONS AND REMOVALS. CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTIONS AND RELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICE CONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITY CONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS. 5. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. 6. CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOT NOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANY FEATURES TO REMAIN. 7. TREES 6" AND LARGER AND OTHER NOTABLE VEGETATION WERE IDENTIFIED AND LOCATED DURING THE COURSE OF THE SURVEY. CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS OF THE PROJECT AREA AND REMOVE ALL TREES NOT DESIGNATED TO BE SAVED AND PROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS AND TOPSOIL SHALL BE REMOVED FROM THE SITE. REMOVE PAVEMENT SECTION AND BUILDING (AS INDICATED). REMOVE EXISTING TREES (AS INDICATED) LEGEND: REMOVE FEATURE (AS INDICATED) SALVAGE (AS INDICATED) SAW-CUT C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM N C1 DEMOLITION PLAN 88 RELOCATE PROPANE TANK CONCRETE PAVEMENT TRASH ENCLOSURE AREA (SEE ARCH. PLANS) MAIN BUILDING CAR WASH EXIST. UNDERGROUND TANKS TO REMAIN 106.5'R=11' L=13.2' 18 9 . 7 ' 83 . 0 ' R=3' L=4.7' 12 . 0 ' 7.5' 18 . 5 ' 99.0' 25 . 0 ' 12.0' 5. 0 ' 22.6' 5. 8 ' 7.0' R=10' L=15.7' R=10' L=15.7'6.9' 9.0' R=10' L=15.7' 38 . 8 ' R=10' L=15.7' 9.3' 30 . 0 ' 37 . 1 ' 30 . 8 ' 14.3' R=5' L=7.9' 9.0' ADA SIGNS IN BOLLARD (PER DETAIL) DOOR LOCATION (SEE ARCH. PLANS) 38.4' 5. 0 ' REPLACE REMOVED ENTRANCE W/ B618 CURB & GUTTER (REMOVE TO NEAREST JOINT) CONCRETE SIDEWALK (PER CITY DETAIL) CONCRETE SIDEWALK - THICKENED EDGE EXIST. CURB CUT TO REMAIN EXIST. CURB CUT TO REMAIN 9. 0 ' 9. 0 ' 18.5'24.0' 14.0' 15.0' 14 . 0 ' NEW / RESURFACED ASPHALT PAVEMENT BLOCK RETAINING WALL (SEE GRADING PLAN) 5' TAPER TO TIE INTO EXISTING CURB & GUTTER 12 . 0 ' 9.0' 40 . 0 ' 11 2 4 4 18 . 5 ' 9.0' BUILDING SETBACK PARKING SETBACK DRIVE AISLE SETBACK 37.3' 4. 3 ' 20.9' 8. 3 ' 48 . 7 ' 12 . 0 ' 2. 2 ' 20.0' 32 . 4 ' BOLLARDS BOLLARD 3' CURB CUT 3' CURB CUT 18.1' 38 . 7 ' 27 . 6 ' 83.0' NEW / RESURFACED ASPHALT PAVEMENT CONCRETE PAVEMENT 2.0' 2' WIDE VALLEY GUTTER 3' CURB CUT TO TIE INTO EXISTING CURB B612 CURB & GUTTER FILTRATION BASIN (SEE GRADING PLAN) PAINTED ARROWS (TYP.) CAR WASH PAY (BY OWNER) VACCUM (BY OWNER) BOLLARDS 115.0' 3.0' B612 CURB & GUTTER 32 . 3 ' 5.0' 1. 5 ' 1. 5 ' CONCRETE SIDEWALK - FLUSH W/ ASPHALTBOLLARD 6. 0 ' 6. 0 ' 9. 0 ' 79 . 0 ' R=5' L=7.9' 4.0' BOLLARD REPLACE ASPHALT PAVEMENT AND CURB FOR WATER SERVICE CONNECTION 40.1' 40.1' 20 . 0 ' FIRE LANE, NO PARKING SIGN FIRE LANE, NO PARKING SIGN CALL 48 HOURS BEFORE DIGGING: TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL 8: 4 4 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ S i t e P l a n . d w g 3/ 2 / 2 0 2 3 PROPOSED CONCRETE SIDEWALK PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT CONCRETE CURB AND GUTTER - B612 LEGEND: SITE PLAN NOTES: 1. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS. 2. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 3. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 4. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTY AND STATE REGULATIONS. 5. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY. 6. LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS & SPECIFICATIONS. 7. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131. 8. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. SITE PLAN INFORMATION: PARCEL AREA: ·0.89 ACRES ± EXISTING ZONING: ·C-3, HIGHWAY COMMERCIAL DISTRICT PRINCIPAL STRUCTURE SETBACKS: ·FRONT: 50' ·SIDE:15' ·REAR:15' PARKING SETBACKS: ·FRONT:20' ·SIDE:20' ·REAR:20' SITE DATA EXISTING PROPOSED PAVEMENT AREA 22,849 SF 22,794 SF BUILDING AREA 1,294 SF 4,619 SF PERVIOUS AREA 14,775 SF 11,505 SF TOTAL AREA 38,918 SF 38,918 SF PARKING REQUIREMENTS: ·MINIMUM PARKING STALL DIMENSIONS: 18.5' (20' OVERHANG) X 9' (90° PARKING) PARKING STALLS: ·TOTAL STALLS PROVIDED: 21 ·TOTAL ADA STALLS PROVIDED: 1 (1 VAN ACCESSIBLE) ·TOTAL ADA STALLS REQUIRED: 1 (1 VAN ACCESSIBLE REQUIRED) PROPOSED SIGN 20'0 SCALE: 1" = 20' N C2 SITE & DIMENSION PLAN C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM PROPOSED CONCRETE SIDEWALK - THICKENED EDGE PROPOSED BOLLARD 89 MAIN BUILDING CAR WASH 2.0% 2. 2 % 4 . 6 % 3.2% 976.30 FL976.70 FL 977.20 TC 976.80 TC 6.1% VV VV VV VV VVVVVVVVVV 973.70 TP 973.80 TP 975.00 TP 975.25 TP 974.30 TP 5.2% 0.7 % 3 . 0 % 976.60 TP 976.20 TP 976.20 TP 976.30 TP 976.05 TP 975.80 TP975.30 TP 976.00 TP 976.70 TP 976.40 TP 7.5% 7.4% 976.88 TP 4.2% 976.40 SW975.80 SW 975.70 SW 976.30 SW 976.30 TC 975.80 FL 975.70 TC 975.20 FL 976.70 TP976.90 TP 2.5% 2.5% 9 7 5 9 7 3 9 7 4 9 7 6 9 7 7 97 5 97 5 9 7 4 97 6 9 7 7 975 975 976 977 975.10 SW 975.00 SW 976.20 FG 977.50 SW 977.50 SW 977.32 FL 977.32 FL 977.32 SW 977.32 SW 976.66 FL 976.67 SW 975.87 FL 975.90 SW 977.00 FL 977.50 SW 976.92 FL 977.42 SW 976.95 TP 976.95 TP 977.32 FL 977.32 SW 977.00 TP 977.00 TP 977.00 TP 977.00 FL 977.50 SW 976.94 FL 977.44 SW 976.94 FL 977.44 SW 976.94 FL 977.44 SW 976.90 FL 977.40 SW 977.20 FL 977.40 SW 977.50 FL 977.50 SW 977.50 SW 977.50 SW 977.35 TP 977.30 TP977.40 TP 973.40 FL 973.70 FL 973.10 FL 972.40 FL 2.0% 2.0% 2.0% 9 7 6 9 7 7 97 5 97 6 974 973.50 TW973.00 BW 974.50 TW973.00 BW 976.00 TW973.50 BW 976.00 TW973.50 BW 975.00 TW974.50 BW 97 5 97 5 97 6 97 7 FL 0.8%FL 5.6% FL 1 . 7 % F L 6 .7 % FL 7.3 % FL 2.0% 976 974.45 TC 973.95 FL 975.90 TC 975.40 FL 976.00 TC 975.50 FL 974.45 TC 973.95 FL 973.70 TC 973.70 TC 974.75 TP 973.90 FL 975.00 FL 973.60 TC 973.10 FL 972.90 TC 972.40 FL 973.80 FL 974.30 TC 973.70 FL 973.70 TC 976.00 FL 976.00 TC 976.10 FL 976.60 TCFL2.1 % 3 . 9 % 3:1 3: 1 3.0% 975.80 FG 975.80 FG 975.80 FG 975.80 FG MAIN BUILDING FFE=977.50 CAR WASH FFE=977.00 W W W W W 6 C.Y. OF CL. 2 RIP RAP 5.9% 1.4% 1. 0 % FL 1.6% RUNOFF FROM BUILDING DIRECTED EAST/SOUTH EOF=975.10 4 C.Y. OF CL. 2 RIP RAP SAND FILTER BASIN 100-YEAR HWL=975.50 2 C.Y. OF CL. 2 RIP RAP 976.05 SW 976.13 SW 975.65 SW975.60 SW 1.8 % 1 . 3 % 1.2 % FL 1 . 5 % 97 4 . 5 97 4 . 5 976.90 TP 97 5 . 5 97 5 . 5 975.5 975.95 TP 3 . 2 % FL 2.0%977.50 FL 977.50 SW 977.20 TP 977.50 TP 977.15 TP 1.7% 1.2% 1.0% 3.1% 976.50 TP 4.4% 977.01 EX 977.08 EX 976.99 EX 977.23 EX 977.21 EX 976.82 FL 977.32 SW 5.0% 7.9% 3. 0 % 1. 0 % 7.4% 4.1% 6.9% 977.45 EX 0. 9 % S S S S S Retaining Wall Profile View 965 970 975 980 985 965 970 975 980 985 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 97 2 . 1 97 3 . 0 0 97 3 . 1 97 3 . 2 1 97 3 . 1 97 3 . 4 7 97 3 . 1 97 3 . 5 0 97 3 . 0 97 3 . 5 0 97 3 . 7 97 4 . 2 KEYSTONE STANDARD - STRAIGHT SPLIT SERIES I 8" H X 18" W X 18" D KEYSTONE STANDARD - STRAIGHT SPLIT SERIES I CAP UNIT 4" H X 18" W X 18" D BOTTOM OF WALL (FINISHED GRADE) TW=976.00 BW=973.00 TW=975.00 TW=976.00 TW=974.50 TW=973.50 BW=973.00 BW=973.50 BW=973.50 BW=974.50 TOP OF WALL (FINISHED GRADE) 8: 4 4 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ G r a d i n g . d w g 3/ 2 / 2 0 2 3 PROPOSED RIP RAP 984 NEW TOP-BACK OF CURB ELEVATION NEW SIDEWALK ELEVATION PROPOSED CONTOUR 980.50 TC NEW FLOW LINE OF CURB ELEVATION PROPOSED SLOPE 980.50 FL 980.50 SW NEW TOP OF GRAVEL ELEVATION NEW TOP OF PAVEMENT ELEVATION980.50 TP 980.50 TG EXISTING ELEVATION980.50 EX NEW FINISHED GRADE ELEVATION980.50 FG EMERGENCY OVERFLOWE.O.F. LEGEND: GRADING GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.). 4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT. 5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR. 6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS OTHERWISE SHOWN. 7. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT. 8. IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC. 9. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 10. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR) 11. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. 20'0 SCALE: 1" = 20' N GRADING PLAN C3 C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM HOR. 1"=20' VERT. 1"5' 90 MAIN BUILDING CAR WASH CO 1 RIM=974.50 S INV.=973.00 CO 2 RIM=974.50 N INV.=973.00 SW INV.=973.00 VV VV VV VV CO 3 RIM=974.50 NE INV.=973.00 W INV.=973.00 12 LF 4"Ø PERF. HDPE @ 0.00% CO 4 RIM=974.50 E INV.=973.00 W INV.=973.00 12 LF 4"Ø PERF. HDPE @ 0.00%CBMH 97 INV.=973.00 VVVVVVVVVV112 LF 4"Ø PERF. HDPE @ 0.00% 9 7 5 9 7 3 9 7 4 9 7 6 9 7 7 9 7 5 97 5 9 7 4 97 6 9 7 7 975 975 976 977 9 7 6 9 7 7 97 5 97 6 974 97 5 97 5 97 6 97 7 976 MAIN BUILDING FFE=977.50 CAR WASH FFE=977.00 W W W W W PLUG END INV.=969.0±SANITARY CLEANOUT RIM=976.05 INV.=968.00 (CONTRACTOR SHALL SHALL CALCULATE INVERT) CORE DRILL INTO EXISTING MH RIM=977.8 INV.=963.00 (CONTRACTOR SHALL VERIFY EXISTING INV. AND SIZE) 21 LF OF 6"Ø SCH 40 SANI. SERVICE @ 4.7% 112± LF OF 4"Ø C900 WATER SERVICE (CONTRACTOR SHALL CALCULATE INVERTS) WET TAP INTO EXISTING 6"Ø WATER MAIN. REPLACE EXISTING CONNECTION WITH 6"X4" TAP. (CONTRACTOR SHALL VERIFY EXISTING INV. AND SIZE) 99 L F 4 " Ø P E R F . H D P E @ 0 . 0 0 % 6 C.Y. OF CL. 2 RIP RAP 45° BEND RUNOFF FROM BUILDING DIRECTED EAST/SOUTH EOF=975.10 4 C.Y. OF CL. 2 RIP RAP SAND FILTER BASIN 100-YEAR HWL=975.50 2 C.Y. OF CL. 2 RIP RAP 97 4 . 5 97 4 . 5 97 5 . 5 97 5 . 5 975.5 977.01 EX 977.08 EX 976.99 EX 977.23 EX 977.21 EX 977.45 EX S S S S S 45° BEND 91 LF OF 6"Ø SCH 40 SANI. SERVICE @ 5.5% FIRE DEPARTMENT CONNECTION LOCATION 8: 4 4 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ G r a d i n g . d w g 3/ 2 / 2 0 2 3 VV PROPOSED STORM SEWER PROPOSED FLARED END SECITON PROPOSED CLEANOUT PROPOSED RIP RAP LEGEND: W S PROPOSED WATER SERVICE PROPOSED SANITARY SERVICE 20'0 SCALE: 1" = 20' N UTILITY GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. 4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS EXISTING IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 5. WATER LINE SHALL BE A MINIMUM 8.0 FEET DEPTH UNLESS SHOWN OTHERWISE ON PLANS. 6. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES. 7. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. 8. ALL SANITARY SERVICE PIPE AND FITTINGS SHALL BE SCH. 40 PVC. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSING BACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE. 10. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT WHICH IS DAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER, SANITARY, STORM SEWER SERVICE INSTALLATION. 11. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. NO DEWATERING IS EXPECTED FOR THIS SITE DUE TO SANDY SOIL CONDITIONS. 12. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR PAVEMENT REMOVAL, UTILITY INSTALLATION, AND REPLACEMENT AS NEEDED. 13. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. 14. ALL STORM SEWER PIPE OVER 18" IN DIAMETER SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 15. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: 15.1. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. 15.2. ACCEPTABLE MANUFACTURERS / PRODUCTS: 15.3. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE-DIAMETER WATERSTOPS" 15.4. PRESS-SEAL, WATERSTOP GROUTING RINGS" OR APPROVED EQUAL 16. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). 17. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. C4 UTILITY PLAN C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM 91 MAIN BUILDING CAR WASH VV VV VV VV VVVVVVVVVV 9 7 5 9 7 3 9 7 4 9 7 6 9 7 7 97 5 97 5 9 7 4 97 6 9 7 7 975 975 976 977 9 7 6 9 7 7 97 5 97 6 974 97 5 97 5 97 6 97 7 976 W W W W W EOF=975.10 97 4 . 5 97 4 . 5 97 5 . 5 97 5 . 5 975.5 977.01 EX 977.08 EX 976.99 EX 977.23 EX 977.21 EX 977.45 EX S S S S S 190 S.Y. OF EROSION CONTROL BLANKET (3N) SEEDING (TYP.) SEEDING (TYP.) SAND FILTER BASIN (NO COMPACTION OR HEAVY EQUIPMENT WITHIN AREA) (SEE DETAIL) ROCK CONSTRUCTION ENTRANCE/EXIT (CONTRACTOR TO DETERMINE FINAL LOCATION) S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SFSFSFSFSF SF SF SF SF SF SF INSTALL 59 LF OF TEMPORARY SILT FENCE INSTALL 614 LF OF TEMPORARY SILT FENCE INSTALL 26 LF OF TEMPORARY SILT FENCE INSTALL 194 LF OF TEMPORARY SILT FENCE 50 LF OF FIBER-LOGS 50 LF OF FIBER-LOGS 40 LF OF FIBER-LOGS SF SF SF SF SF SF SF SF SF 8: 4 4 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ E r o s i o n C o n t r o l . d w g 3/ 2 / 2 0 2 3 SF GRADING LIMITS AND PROPOSED TEMPORARY SILT FENCE TEMPORARY ROCK CONSTRUCTION ENTRANCE PROPOSED RIP RAP 984 PROPOSED CONTOUR EROSION CONTROL BLANKET (PER DETAIL) EMERGENCY OVERFLOWE.O.F. LEGEND: FIBER-LOG ROLLS EROSION CONTROL NOTES: 1. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE CONSTRUCTION/GRADING LIMITS SHOWN. 2. ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITH ALL PERMIT REQUIREMENTS. 3. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE PERMIT. 4. CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7 DAYS AND WITHIN 24 HOURS OF ANY MEASURABLE RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR PRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICES SHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO THE MPCA. 5. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. 6. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE CITY OF PLYMOUTH AND THE MPCA. 7. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDING SILT FENCE AND BALES, UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAID AREAS. 9. ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHER OFF-SITE AREA SHALL BE REMOVED DAILY. 10. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLED PRIOR TO ANY GRADING OPERATION. 11. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MN/DOT 2575. 12. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH THE PLYMOUTH STANDARD SHOWN ON THE DETAIL ON SHEET C7. 13. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWN AND NOT SHOWN ON PLANS DURING PHASING ON PROJECT TO COMPLY WITH MPCA, CITY INSPECTOR AND DEVELOPER REQUEST. 20'0 SCALE: 1" = 20' N APPROXIMATE EROSION CONTROL DEVICES ·SILT FENCE:893 LF ·FIBER-LOG:140 LF ·ROCK CONSTRUCTION:1 EACH ·EROSION CONTROL BLANKET:190 S.Y. ·RIP RAP (CLASS 2)10 C.Y. C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM C5 EROSION CONTROL PLAN 92 TEMPORARY EROSION AND SEDIMENT CONTROL SPECIFICATIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. PREVENTION OF SEDIMENTATION OF WATERWAYS, OPEN DRAINAGE WAYS, AND STORM AND SANITARY SEWERS DUE TO CONSTRUCTION ACTIVITIES. 1.02 REFERENCE STANDARDS A. GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM. MINNESOTA PERMIT NO: MN R100001. 1.03 PERFORMANCE REQUIREMENTS A. COMPLY WITH ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY FOR EROSION AND SEDIMENT CONTROL. B. DO NOT BEGIN CLEARING, GRADING, OR OTHER WORK INVOLVING DISTURBANCE OF GROUND SURFACE COVER UNTIL APPLICABLE PERMITS HAVE BEEN OBTAINED; FURNISH ALL DOCUMENTATION REQUIRED TO OBTAIN APPLICABLE PERMITS. 1. OBTAIN AND PAY FOR PERMITS REQUIRED BY AUTHORITY HAVING JURISDICTION. C. TIMING: PUT PREVENTIVE MEASURES IN PLACE PRIOR TO DISTURBANCE OF SURFACE COVER AND BEFORE PRECIPITATION OCCURS. D. EROSION OFF SITE: PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT ON OTHER PROPERTIES CAUSED BY WATER LEAVING THE PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES FOR THIS PROJECT. 1. PREVENT TRACKING OF MUD ONTO PUBLIC ROADS OUTSIDE SITE. 2. PREVENT MUD AND SEDIMENT FROM FLOWING ONTO PAVEMENTS. E. SEDIMENTATION OF WATERWAYS OFF SITE: PREVENT SEDIMENTATION OF WATERWAYS OFF THE PROJECT SITE, INCLUDING RIVERS, STREAMS, LAKES, PONDS, OPEN DRAINAGE WAYS, STORM SEWERS, AND SANITARY SEWERS. 1. IF SEDIMENTATION OCCURS, INSTALL OR CORRECT PREVENTIVE MEASURES IMMEDIATELY AT NO COST TO OWNER; REMOVE DEPOSITED SEDIMENTS; COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. F. MAINTENANCE: MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURES HAVE BEEN ESTABLISHED. PART 2 PRODUCTS 2.01 MATERIALS A. TEMPORARY SILT FENCE: WOVEN POLYPROPYLENE GEOTEXTILE RESISTANT TO COMMON SOIL CHEMICALS, MILDEW, AND INSECTS; NON-BIODEGRADABLE; IN LONGEST LENGTHS POSSIBLE; FABRIC INCLUDING SEAMS WITH THE FOLLOWING MINIMUM AVERAGE ROLL LENGTHS: 1. AVERAGE OPENING SIZE: 20 U.S. STD. SIEVE, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4751. 2. PERMITTIVITY: 0.05 SEC^-1, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4491. 3. ULTRAVIOLET RESISTANCE: RETAINING AT LEAST 70 PERCENT OF TENSILE STRENGTH, WHEN TESTED IN ACCORDANCE WITH ASTM D4355/D4355M AFTER 500 HOURS EXPOSURE. 4. TENSILE STRENGTH: 100 LB-F, MINIMUM, IN CROSS-MACHINE DIRECTION; 124 LB-F, MINIMUM, IN MACHINE DIRECTION; WHEN TESTED IN ACCORDANCE WITH ASTM D4632. 5. ELONGATION: 15 TO 30 PERCENT, WHEN TESTED IN ACCORDANCE WITH ASTM D4632. 6. TEAR STRENGTH: 55 LB-F, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4533. 7. COLOR: MANUFACTURER'S STANDARD, WITH EMBEDMENT AND FASTENER LINES PREPRINTED. 8. SILT FENCE POSTS: ONE OF THE FOLLOWING, MINIMUM 5 FEET LONG: a. STEEL U- OR T-SECTION, WITH MINIMUM MASS OF 1.33 LB PER LINEAR FOOT. b. SOFTWOOD, 4 BY 4 INCHES IN CROSS SECTION. c. HARDWOOD, 2 BY 2 INCHES IN CROSS SECTION. B. TEMPORARY SEDIMENT LOGS: FILTER LOGS SHALL CONSIST OF TYPE WOOD FIBER BIOROLLS AND THE REQUIREMENTS OF MNDOT SPEC. 3897. 1. SHALL BE ONE OF THE FOLLOWING. a. SHALL BE SILTSOXX PERIMETER CONTROL BY FILTREXX, INC., OR EQUAL. C. TEMPORARY SEDIMENT FILTER. 1. SHALL BE ONE OF THE FOLLOWING. a. DROP-IN SEDIMENT FILTER UNIT THAT INSERTS INTO THE INLET. 1) SHALL BE FLEXSTORM PURE: PERMANENT INLET FILTER BY ADS, INC., OR EQUAL. (a)PROVIDE CURB OPENING PROTECTION FOR EXISTING INLETS WITH CURB OPENINGS. D. TEMPORARY ROCK CONSTRUCTION ENTRANCE. 1. ROCK SHALL BE CLEAN 1 TO 2 INCH WASHED ROCK. E. TEMPORARY SLOPE EROSION PROTECTION. 1. SHALL BE ONE OF THE FOLLOWING. a. EROSION CONTROL BLANKET. 1) SHALL CONSIST OF A UNIFORM WEB OF INTERLOCKING STRAW OR WOOD FIBERS SANDWICHED BETWEEN AN ATTACHED TOP AND BOTTOM LAYER OF NET BACKING. 2) THE NETTING SHALL BE BIODEGRADABLE CONTAINING SUFFICIENT UV STABILIZATION FOR BREAKDOWN TO OCCUR WITHIN A NORMAL GROWING SEASON. 3) STAPLES USED TO ANCHOR THE BLANKETS SHALL BE U-SHAPED, 11 GAUGE OR HEAVIER STEEL WIRE HAVING A SPAN WIDTH OF 1 INCH AND A LENGTH OF 8 INCHES OR MORE FROM TOP TO BOTTOM AFTER BENDING. 4) THE EROSION CONTROL BLANKETS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE: (a)GEO-SYNTHETICS, INC., - LANDLOK 52. (b)NORTH AMERICAN GREEN - S150. (c)OR EQUAL. b. BONDED FIBER MATRIX. 1) THE FIBERS SHALL BE COMPOSED OF 100% WOOD OR WOOD BY-PRODUCTS. A MINIMUM OF 25% OF THE FIBERS SHALL AVERAGE 10.16 MM (0.4 INCHES) IN LENGTH AND 50% OR MORE SHALL BE RETAINED ON A CLARK FIBER CLASSIFIER 24 MESH SCREEN. FIBERS SHALL BE COLORED WITH A WATER SOLUBLE, NON-TOXIC DYE, TO AID IN UNIFORM APPLICATION OVER THE SITE. 2) THE BINDER SHALL BE A HYDRO COLLOID BASED (GUAR GUM) WITH ADDED SLOW-RELEASE AND AGRICULTURAL BASED FERTILIZERS. THE BINDER SHALL NOT DISSOLVE OR DISPERSE UPON REWETTING. 3) THE BFM SLURRY SHALL DRY TO FORM A CRUST APPROXIMATELY 3-6 MM (1/8 TO 1/4 INCHES) THICK ADHERING TO THE SOIL SURFACE. 4) THE MOISTURE CONTENT OF THE MATRIX SHALL BE 12% +/- 3% BY WEIGHT. 5) THE MATRIX SHALL CONSIST OF MATERIALS THAT ARE 100% BIODEGRADABLE AND 100% BENEFICIAL TO PLANT LIFE. 6) THE MATRIX SHALL PROVIDE 100% CONTINUOUS COVERAGE AND SHALL HAVE NO HOLES GREATER THAN 1MM IN SIZE. 7) THE HYDRATED MIXTURE DENSITY SHALL BE APPROXIMATED BY A SLUMP TEST PRIOR TO APPLICATION. 8) THE BFM MULCH: WATER RATIO SHALL BE AS MANUFACTURER RECOMMENDATIONS. THE MINIMUM BFM MULCH TO WATER RATIO IS 50LBS BFM MULCH AND 100 GALLONS WATER. THE WATER RATE WILL VARY BETWEEN 100 GALLONS AND 125 GALLONS PER 50LBS, DEPENDING ON WHICH OF THE PRODUCTS IS USED. 9) THE BONDED FIBER MATRIX MULCH PRODUCTS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE. (a)ECOAEGIS - MANUFACTURED BY CANFOR. (b)SOIL GUARD - MANUFACTURED BY MAT, INC. (c)CONWED 3000 - MANUFACTURED BY CONWED FIBERS, INC. F. TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1. NON-WOVEN GEOTEXTILE FABRIC SEWN INTO A BAG USING A DOUBLE NEEDLE MACHINE AND HIGH STRENGTH THREAD. a. SEAMS SHALL HAVE AN AVERAGE WIDTH STRENGTH OF 60LB/INCH AS PER ASTM D4883 AND MEET OR EXCEED THE FOLLOWING. 1) GRAB TENSILE OF 205 LBS AS PER ASTM D 4632. 2) PUNCTURE OF 110 LBS AS PER ASTM D 4833. 3) FLOW RATE OF 95 GAL/MIN/SF AS PER ASTM D 4491. 4) PERMITTIVITY OF 1.5 SEC-1 AS PER ASTM D 4491. 5) MULLEN BURST STRENGTH OF 350 PSI AS PER ASTM D 3786. 6) AOS% OF 80% US SIEVE AS PER ASTM D 4751. 2. SPOUT LARGE ENOUGH TO ACCOMMODATE A 4 INCH DISCHARGE HOSE WITH STRAP TO TIE UNIT CLOSED. 3. SHALL BE ONE OF THE FOLLOWING. a. DIRTBAG. 1) ACF ENVIRONMENTAL, INC., 2831 CARDWELL ROAD, RICHMOND, VIRGINIA 23234, 800-448-3636. b. DANDY DEWATERING BAG. 1) DANDY PRODUCTS, INC., P.O. BOX 1980, WESTERVILLE, OHIO 43086, 800-591-2284. c. OR EQUAL. PART 3 EXECUTION 3.01 PREPARATION A. SCHEDULE WORK SO THAT SOIL SURFACES ARE LEFT EXPOSED FOR THE MINIMUM AMOUNT OF TIME. B. THE CONSTRUCTION SITE OPERATOR SHALL FOLLOW ALL REQUIREMENTS OF THE MINNESOTA STORMWATER PERMIT NO. MN R100001. C. THE CONTRACTOR SHALL COMPLETE AND SIGN THE NOTICE OF INTENT, OBTAIN THE OWNER'S SIGNATURE, AND SUBMIT TO THE MPCA. 1. PROVIDE A SIGNED COPY TO THE OWNER. 3.03 INSTALLATION A. TEMPORARY ROCK CONSTRUCTION ENTRANCE. 1. THE ROCK AREA SHALL BE A MINIMUM OF 6 INCHES DEEP, EXTEND THE FULL WIDTH OF THE EGRESS AREA AND SHALL BE AT LEAST 50FT LONG, HOWEVER, LONGER ENTRANCES MAY BE REQUIRED TO ADEQUATELY CLEAN THE TIRES. 2. GEOTEXTILE FABRIC MAY BE USED TO PREVENT MIGRATION OF MUD FROM THE UNDERLYING SOIL INTO THE ROCK. B. TEMPORARY SILT FENCES: 1. STORE AND HANDLE FABRIC IN ACCORDANCE WITH ASTM D4873. 2. USE NOMINAL 30 INCH HIGH BARRIERS, MINIMUM 60 INCH LONG POSTS SPACED AT 6 FEET MAXIMUM SPACING. 3. EMBED BOTTOM OF FABRIC IN A TRENCH ON THE UPSLOPE SIDE OF FENCE, WITH 6 INCHES OF FABRIC LAID FLAT ON BOTTOM OF TRENCH FACING UPSLOPE; BACKFILL TRENCH AND COMPACT. 4. MINIMUM POST EMBEDMENT. a. STEEL POST = 24 INCHES, MINIMUM. b. WOOD POST = 18 INCHES, MINIMUM. 5. DO NOT SPLICE FABRIC WIDTH; MINIMIZE SPLICES IN FABRIC LENGTH; SPLICE AT POST ONLY, OVERLAPPING AT LEAST 18 INCHES, WITH EXTRA POST. 6. FASTEN FABRIC TO WOOD POSTS USING ONE OF THE FOLLOWING: a. FOUR NAILS PER POST WITH 3/4 INCH DIAMETER FLAT OR BUTTON HEAD, 1 INCH LONG, AND 14 GAGE, 0.083 INCH SHANK DIAMETER. b. FIVE STAPLES PER POST WITH AT LEAST 17 GAGE, 0.0453 INCH WIRE, 3/4 INCH CROWN WIDTH AND 1/2 INCH LONG LEGS. 7. FASTEN FABRIC TO STEEL POSTS USING WIRE, NYLON CORD, OR INTEGRAL POCKETS. C. TEMPORARY SEDIMENT LOGS: 1. PERIMETER CONTROL SHOULD BE INSTALLED PARALLEL TO THE BASE OF THE SLOPE OR OTHER DISTURBED AREA. 2. STAKES SHOULD BE INSTALLED THROUGH THE MIDDLE OF THE PERIMETER CONTROL ON 10 FT CENTERS, USING 2 IN BY 2 IN BY 3 FT WOODEN STAKES. IN THE EVENT STAKING IS NOT POSSIBLE, I.E., WHEN PERIMETER CONTROL IS USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE PERIMETER CONTROL TO HELP STABILIZE DURING RAIN EVENTS. D. TEMPORARY SEDIMENT FILTERS. 1. DROP-IN SEDIMENT TRAP. a. PLACE AS RECOMMENDED BY THE MANUFACTURER. E. TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. F. TEMPORARY SLOPE EROSION PROTECTION. 1. PLACE AT ANY AND ALL FINISH SLOPES THAT ARE STEEPER THAN 10H:1V. 2. SEED AND FERTILIZE PER SPECIFICATION 32 9219 PRIOR TO INSTALLING TEMPORARY SLOPE EROSION PROTECTION. 3. BONDED FIBER MATRIX. a. INSTALL THE BFM AS PER THE MANUFACTURER'S INSTRUCTIONS WITH THE FOLLOWING MINIMUM GUIDELINES. 1) THE BFM SHALL BE APPLIED WITH HYDRAULIC SPRAY EQUIPMENT BY A MANUFACTURER'S CERTIFIED APPLICATOR. 2) APPLICATION SHALL BE DONE AT LEAST 24 HOURS IN ADVANCE OF PROJECTED RAINFALL TO ALLOW THE BFM MULCH ADEQUATE TIME TO DRY. 3) THE BFM MULCH SHALL BE APPLIED IN TWO STAGES (ONE-HALF RATE) WITH AMPLE TIME TO DEWATER THE FIRST APPLICATION. 4) THE BFM MULCH SHALL BE APPLIED FROM AT LEAST TWO ALTERNATE DIRECTIONS, PREFERABLY 90 DEGREES APART, IF POSSIBLE, TO ENSURE ALL SOIL FACES ARE COVERED. 5) THE INSTALLATION RATE OF THE BFM MULCH SHALL BE 3500 LBS PER ACRE, MINIMUM AND 100% COVERAGE. 4. EROSION CONTROL BLANKET. a. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. 3.04 MAINTENANCE A. INSPECT PREVENTIVE MEASURES WEEKLY, WITHIN 24 HOURS AFTER THE END OF ANY STORM THAT PRODUCES 0.5 INCHES OR MORE RAINFALL AT THE PROJECT SITE, AND DAILY DURING PROLONGED RAINFALL. B. REPAIR DEFICIENCIES IMMEDIATELY. C. TEMPORARY SILT FENCES: 1. PROMPTLY REPLACE FABRIC THAT DETERIORATES UNLESS NEED FOR FENCE HAS PASSED. 2. REMOVE SILT DEPOSITS THAT EXCEED ONE-THIRD OF THE HEIGHT OF THE FENCE. 3. REPAIR FENCES THAT ARE UNDERCUT BY RUNOFF OR OTHERWISE DAMAGED, WHETHER BY RUNOFF OR OTHER CAUSES. D. TEMPORARY CONSTRUCTION EXIT. 1. PERIODIC ADDITION OF ROCK, OR REMOVAL AND REPLACEMENT OF PAD SHALL BE PROVIDED AS VOIDS BECOME FILLED WITH SOIL. E. TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1. REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE. F. PLACE SEDIMENT IN APPROPRIATE LOCATIONS ON SITE; DO NOT REMOVE FROM SITE. 3.05 CLEAN UP A. REMOVE TEMPORARY MEASURE AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED. B. WHERE REMOVAL OF TEMPORARY MEASURES WOULD LEAVE EXPOSED SOIL, SHAPE SURFACE TO AN ACCEPTABLE GRADE AND FINISH TO MATCH ADJACENT GROUND SURFACES. END OF SECTION GENERAL INFORMATION THIS STORMWATER POLLUTION PREVENTION PLAN IS PREPARED IN ACCORDANCE TO THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT NO. MN R1000001 FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. PROJECT NAME: PLYMOUTH PICK N SAVE LOCATION: 9605 36TH AVE N, PLYMOUTH, MN 55441 HENNEPIN COUNTY LAT/LONG: 45.021657, -93.401983 DESCRIPTION OF CONSTRUCTION ACTIVITY: DEVELOPMENT CONSISTS OF BUILDING AND PARKING LOT REMOVALS, BUILDING CONSTRUCTION, GRADING, PAVING, UTILITY INSTALLATION, AND EROSION CONTROL. PROJECT CONTACTS ___________________________ AND THE CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION. SWPPP PREPARATION: SWPPP PREPARER: CHRISTOPHER DAHN -BOGART, PEDERSON & ASSOCIATES TRAINING: ENGINEER AND SWPPP DESIGNER (EXP 2025) ADDRESS:13076 FIRST STREET BECKER, MN 53308-9322 TELEPHONE:763-262-8822 EMAIL;CDAHN@BOGART-PEDERSON,COM OWNER: OWNER CONTACT: ___________________________ ADDRESS:___________________________ TELEPHONE:___________________________ EMAIL;___________________________ CONTRACTOR (TO BE FILLED OUT BY THE CONTRACTOR): BUSINESS NAME ___________________________ OWNER NAME ___________________________ MAILING ADDRESS ___________________________ CITY ___________________________ TELEPHONE ___________________________ EMAIL ___________________________ CONTACT NAME ___________________________ MAILING ADDRESS ___________________________ CITY ___________________________ TELEPHONE ___________________________ EMAIL ___________________________ ESTIMATED DATES OF CONSTRUCTION: START DATE ___/____/____ (TO BE FILLED IN BY CONTRACTOR) COMPLETION DATE ___/____/____ (TO BE FILLED IN BY CONTRACTOR) PERMANENT STORMWATER DESIGN CALCULATIONS: SEE THE STORM WATER MANAGEMENT REPORT FOR MORE INFORMATION. CONTACT BOGART, PEDERSON & ASSOCIATES FOR REPORT. PROPOSED FLOW RATE IS LIMITED THROUGH DIRECTING RUNOFF FROM ADDED IMPERVIOUS SURFACES TO A SAND FILTER BASIN. SOIL GROUP: C DESCRIPTION OF EROSION CONTROL ACTIVITY: EROSION CONTROL CONSISTS OF SILT FENCE PERIMETER CONTROL, TURF ESTABLISHMENT THROUGH SEEDING AND EROSION CONTROL BLANKET, AND ROCK CONSTRUCTION ENTRANCE PLACEMENT. CUMULATIVE IMPERVIOUS SURFACES: AREA OF DISTURBANCE:0.95 ACRES PRE-CONSTRUCTION IMPERVIOUS AREA: 0.55 ACRES POST CONSTRUCTION IMPERVIOUS AREA:0.63 ACRES NEW IMPERVIOUS AREA: 0.08 ACRES RECEIVING WATERS: STORM WATER FROM THIS SITE WILL BE DISCHARGED TO KILMER LANE N, MATCHING THE EXISTING CONDITIONS. PLANS AND SPECIFICATIONS THE PLAN SHEETS OF THIS PLAN SET INDICATE THE FOLLOWING ITEMS: ·THE PROJECT LOCATION AND CONSTRUCTION LIMITS. ·LOCATIONS OF IMPERVIOUS SURFACES. ·LOCATIONS OF AREAS NOT TO BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.). ·STEEP SLOPE LOCATIONS. ·LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S TO BE INSTALLED ON THE PROJECT. ·THE DETAIL SHEETS INDICATE EROSION AND SEDIMENT CONTROL BMPS TO BE INSTALLED ON THE PROJECT. ·IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. TEMPORARY SEDIMENT CONTROL PRACTICES DOWN GRADIENT SILT FENCE AND SEDIMENT LOG INSTALLATIONS ARE TO BE INPLACE PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK OPERATIONS. TOPSOIL IS TO BE WINDROWED ALONG THE CONSTRUCTION LIMITS AND PLACED AS SLOPE DRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADING OPERATIONS, AS THE GRADING OPERATIONS PROCEED. TOPSOIL PLACEMENT ALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA IS TO BE SPREAD BY A LOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN THE SLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WITH THE CONTOURS. INSTALLATION OF MN/DOT CATEGORY 3 EROSION CONTROL BLANKET ALONG THE EMBANKMENT SLOPES ADJACENT THE WETLANDS AREA. ALL TEMPORARY SOILS STOCKPILES WILL REQUIRE AN EFFECTIVE MEANS OF SEDIMENT CONTROL SUCH AS AN EROSION CONTROL BLANKET COVERING OR SILT FENCE INSTALLATION ALONG THE TOE OF SLOPE. ALL COMPLETED SWALES SLOPES AND BOTTOMS NOT DRAINING TOWARDS WETLAND AREAS ARE TO BE STABILIZED WITHIN 7 DAYS. TEMPORARY STABILIZATION WILL BE REQUIRED IN AREAS WHERE GRADING OPERATIONS ARE SUSPENDED OR CEASED FOR A PERIOD OF 7 DAYS OR GREATER. A ROCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT THE PROJECT ENTRANCE ON KILMER LANE N. STREET SWEEPING OF THE PAVED SURFACES WILL BE REQUIRED AS DIRECTED BY THE ENGINEER. TIMING OF EROSION CONTROL: SILT FENCE AND SEDIMENT LOGS WILL BE INSTALLED PRIOR TO CONSTRUCTION. RIPRAP AND FILTER BLANKET WILL BE PLACED AT THE OUTLETS WITHIN 24 HOURS OF THE OUTLET PLACEMENT. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS IMMEDIATELY FOLLOWING CONSTRUCTION WHEREVER CONSTRUCTION WILL NOT OCCUR FOR A PERIOD GREATER THAN OR EQUAL TO 7 DAYS. STABILIZATION WORK MUST BE COMPLETE WITHIN 7 CALENDAR DAYS AFTER THE CONSTRUCTION WORK IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. AREAS THAT ARE WITHIN 200 FT OF A PUBLIC WATER MUST BE STABILIZED WITHIN 24 HOURS OF COMPLETING CONSTRUCTION DURING PERIODS OF "WORK IN WATER RESTRICTIONS" FOR TIME PERIODS DECLARED BY THE DNR. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE DISTURBED AREA UNTIL VEGETATION IN ESTABLISHED. ONCE VEGETATION IS ESTABLISHED AND CONSTRUCTION IS COMPLETE, THE SILT FENCE AND ANY OTHER TEMPORARY EROSION CONTROL THAT IS NOT BIODEGRADABLE SHALL BE REMOVED. STREET SWEEPING TO BE PROVIDED AS DIRECTED BY THE ENGINEER OR OWNER. THE CITY REQUIRES STREET SWEEPING TO OCCUR WITHIN 8 HOURS OF NOTICE FROM THE CITY. APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE. BLANKETS OR OTHER APPROVED, BY THE ENGINEER, METHOD SHALL BE USED. INSPECTION AND MAINTENANCE ACTIVITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING THE WORK OF ALL OPERATIONS, INCLUDING SUBCONTRACTORS AND UTILITY COMPANIES, SUCH THAT EROSION AND SEDIMENT CONTROL MEASURES ARE FULLY EXECUTED FOR EACH OPERATION AND IN A TIMELY MANNER OVER THE DURATION OF THE PROJECT. OPERATORS HAVE DAILY ACCESS TO THE PROJECT SITE. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE SWPPP IMPLEMENTATION UNTIL THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION AND N.O.T HAS BEEN SUBMITTED TO THE MPCA. THE CONTRACTOR IS TO PROVIDE A TRAINED INDIVIDUAL RESPONSIBLE FOR THE IMPLEMENTATION, INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BMPS ON THE PROJECT. THAT INDIVIDUAL IS TO BE IDENTIFIED AT THE PRE-CONSTRUCTION CONFERENCE AND LISTED IN THE MINUTES THEREOF. THE APPOINTED INDIVIDUAL IS TO PERFORM A ROUTINE INSPECTION OF THE ENTIRE SITE AT LEAST ONCE EVERY SEVEN DAYS DURING CONSTRUCTION OPERATIONS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. A INSPECTION FORM WILL BE PROVIDED BY THE CONTRACTOR. ANY DEFICIENCIES IN THE EROSION AND SEDIMENT CONTROL BMPS ARE TO BE NOTED ON THE INSPECTION FORM AND CORRECTED BY THE END OF THE NEXT BUSINESS DAY. PERIMETER CONTROL DEVICES ARE TO BE REPAIRED OR REPLACED WHEN THEY ARE NO LONGER EFFECTIVE OR WHEN THE SEDIMENT REACHES ONE-HALF THE HEIGHT OF THE DEVICE. TRAINING DOCUMENTATION: SWPPP IMPLEMENTATION, REVISING, AMENDING, AND INSPECTING (TO BE FILLED IN BY THE CONTRACTOR) NAME OF INDIVIDUAL OVERSEEING & INSPECTING ___________________________ DATE OF TRAINING ___________________________ NAME OF INSTRUCTOR ___________________________ ENTITY PROVIDING TRAINING ___________________________ CONTENT OF TRAINING ___________________________ TOTAL HOURS OF TRAINING ___________________________ BMP INSTALLATION, MAINTENANCE, AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR) NAME OF INDIVIDUAL OVERSEEING & INSPECTING ___________________________ DATE OF TRAINING ___________________________ NAME OF INSTRUCTOR ___________________________ ENTITY PROVIDING TRAINING ___________________________ CONTENT OF TRAINING ___________________________ TOTAL HOURS OF TRAINING ___________________________ POLLUTION PREVENTION FERTILIZERS ARE TO BE APPLIED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO THE SOIL TO MINIMIZE EXPOSURE TO STORMWATER RUNOFF. ONSITE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE. ANY INADVERTENT SPILLAGE OF FUEL OR CHEMICALS IS TO BE IMMEDIATELY CLEANED UP, REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE TO STATE AND LOCAL REGULATIONS. MAJOR SPILLS ARE TO BE REPORTED TO THE MPCA 24 HOUR NOTIFICATION NETWORK AT 800 422 0798. ALL VEHICLES ON-SITE ARE TO BE MONITORED FOR LEAKS AND SUBJECT TO ROUTINE PREVENTIVE MAINTENANCE EFFORTS TO REDUCE THE LIKELIHOOD OF LEAKAGE AND OR SPILLS. PORTABLE SANITARY WASTE FACILITIES ARE TO BE PROVIDED ONSITE AND EMPTIED ON A BI-WEEKLY BASIS. CONCRETE BATCH TRUCKS WILL NOT BE ALLOWED TO DISCHARGE DRUM AND CHUTE WASHOUT DIRECTLY ON THE GROUND. A PORTABLE WASHOUT RECEPTACLE IS TO BE PROVIDED BY THE CONTRACTOR AT THE LOCATION AS PROVIDED BY THE OWNER. FINAL STABILIZATION FINAL STABILIZATION OCCURS WHEN 70 PERCENT OF THE PERVIOUS AREA IS COVERED WITH UNIFORM, PERMANENT VEGETATION. ALL TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES ARE TO BE REMOVED AND THE NPDES NOTICE OF TERMINATION IS TO BE PREPARED AND SUBMITTED TO THE MPCA. LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN DESCRIPTION TITLE LOCATION EROSION CONTROL DETAILS CONSTRUCTION DETAILS C7-C9 EROSION CONTROL LOCATIONS EROSION CONTROL LOCATIONS C5 24 HOUR MPCA EMERGENCY NOTIFICATION: TELEPHONE NUMBERS: 651-649-5451 800-422-0798 ESTIMATED QUANTITIES: THE FOLLOWING QUANITITES IS AN ESTIMATED PRELIMINARY AMOUNT REQUIRED FOR SEDIMENT CONTROL BMP'S AT THE START OF THE PROJECT. THIS ESTIMATE IS PROVIDED AS REQUIRED BY THE MINNESOTA POLLUTION CONTROL AGENCY GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ANY ADDITIONAL AND/OR REPLACEMENT BMP'S QUANTITIES WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ESTIMATED PRELIMINARY QUANTITIES AT START OF PROJECT: ITEM UNIT ESTIMATED INITIAL QUANTITY TEMPORARY CONSTRUCTION ENTRANCE EA 1 TEMPORARY SEDIMENT FILTER EA - TEMPORARY CONCRETE WASHOUT EA 1 TEMPORARY PUMP SEDIMENT CONTROL DEVICE EA 1 TEMPORARY SEDIMENT LOGS LF 140 TEMPORARY SILT FENCE LF 893 EROSION CONTROL BLANKET (3N)SY 190 STORM WATER POLLUTION PREVENTION PLAN NARRATIVE: IMPAIRED WATERS MAP 8: 4 4 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ C o v e r S W P P P . d w g 3/ 2 / 2 0 2 3 MEDICINE LAKE (IMPAIRED WATER) 1 MILE RADIUS SITE LOCATION 1 MI0.5 MI NORTHWOOD LAKE (IMPAIRED WATER) C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM C6 SWPPP NARRATIVE 93 8: 4 4 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ C o v e r S W P P P . d w g 3/ 2 / 2 0 2 3 C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM C7 DETAILS 4" 4" NOTE: DRAIN TILE LIMITED TO 4" Ø DUE TO LIMITED SIZE OF BASIN 94 C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM 8: 4 5 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ C o v e r S W P P P . d w g 3/ 2 / 2 0 2 3 C8 DETAILS TACK COAT COMPACTED SUBGRADE 2" BITUMINOUS WEAR COURSE 2" BITUMINOUS BASE COURSE 8" CLASS 5 AGGREGATE BASE BITUMINOUS PAVEMENT SECTION N.T.S. 4" 4" NOTE: DRAIN TILE LIMITED TO 4" Ø DUE TO LIMITED SIZE OF BASIN CONCRETE B-612 CURB & GUTTER N.T.S. 3/4" PER FT. 3/8"3 1 3"R BASE TOP BIT. MAT 3" R 1/2" R 1/2" R AGGREGATE BASE AS PER ADJACENT PAVEMENT SECTION 7" 12"8" 7- 1 / 2 " 6" 13 - 1 / 2 " 6" EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 12IN BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF 2.5" 5" REINFORCED CONCRETE 6" CLASS 5 AGGREGATE BASE 6" TYP 12" MIN TYP. 1/2IN DIA. REINFORCING STEEL SPACED AT 18IN ON CENTER EACH WAY CONCRETE PAVEMENT SECTION N.T.S. CONCRETE SIDEWALK PAVEMENT SECTION N.T.S. 2"4" CONCRETE 4" AGGREGATE BASE 36"12" TOP OF ASPHALT PAVEMENT 1/2IN RADIUS BULLNOSE 12" DIA. REINFORCING STEEL SPACED AT 24" ON CENTER EACH WAY 6" 95 C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM 8: 4 5 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ C o v e r S W P P P . d w g 3/ 2 / 2 0 2 3 C9 DETAILS 18" DOMED STEEL CAP WELDED AND GROUND SMOOTH 6 IN SCHEDULE 40 STEEL PIPE CONCRETE FILLED FINISH GRADE CONCRETE 42" 42" 60" 6" STEEL BOLLARD POST N.T.S. SITE SIGNAGE WITH BOLLARD N.T.S. 14 INCH STEEL CAP WELDED AND GROUND SMOOTH R7-8M 12INx18IN WHITE ON BLUE R7-8bP 12INx6IN WHITE ON BLUE NOTE: 1. ALL POSTS AND ANCHORS SHALL BE 12 GAUGE WITH HOLES ON ALL FOUR SIDES 2. SIGNS SHALL BE IN ACCORDANCE WITH THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES R7-1 (MODIFIED) 12INx18IN WHITE ON BLUE FINISHED GROUND LINEFINISHED GROUND LINE 60" 60" PARKING 42" 48" 18" 6 INCH SCHEDULE 40 STEEL PIPE CONCRETE FILLED 18" CONCRETE 14 INCH STEEL CAP WELDED AND GROUND SMOOTH 42" 48" 18" 6 INCH SCHEDULE 40 STEEL PIPE CONCRETE FILLED 18" CONCRETE 96 C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM C10 DETAILS 8: 4 5 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ C o v e r S W P P P . d w g 3/ 2 / 2 0 2 3 97 MAIN BUILDING CAR WASH VV VV VV VV VVVVVVVVVV 9 7 5 9 7 3 9 7 4 9 7 6 9 7 7 97 5 9 7 5 9 7 4 97 6 9 7 7 975 975 976 977 9 7 6 9 7 7 97 5 97 6 974 97 5 97 5 97 6 97 7 976 W W W W W 97 4 . 5 97 4 . 5 97 5 . 5 97 5 . 5 975.5 S S S S S 1-NS EXISTING 12"± TREE TO MAINTAIN 1-NS 1-NS 1-EP1-HLT 1-EP 1-HB CALL 48 HOURS BEFORE DIGGING: TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL LANDSCAPE REQUIREMENTS: PER CITY OF PLYMOUTH ZONING ORDINANCE: ALL LANDSCAPING INCORPORATED IN SAID PLAN SHALL CONFORM TO THE FOLLOWING STANDARDS AND CRITERIA: A. ALL PLANTS MUST AT LEAST EQUAL THE FOLLOWING MINIMUM SIZE: POTTED/BARE ROOT OR BALLED & BURLAPPED OVERSTORY TREES 2 1/2-INCH DIAMETER EVERGREEN 6 FEET HIGH B. LANDSCAPE GUARANTEE: ALL NEW PLANTS SHALL BE GUARANTEED FOR TWO (2) FULL YEARS FROM THE TIME PLANTING HAS BEEN COMPLETED. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD OR BE REPLACED. C. NON-RESIDENTIAL USES — EXPANSION TO EXISTING DEVELOPMENT. EXPANSION OF EXISTING NON-RESIDENTIAL DEVELOPMENTS OR USES SHALL REQUIRE AT A MINIMUM ONE NEW OVERSTORY TREE PER 1,000 SQUARE FEET OF EXPANDED GROSS FLOOR AREA. C.A. (3,270 ADDED S.F. OF AREA: 4 ADDITIONAL TREES) D. 4 EXISTING TREES ON SITE (REMOVING 3, PROTECTING 1) E.TOTAL OVERSTORY TREES PROPOSED: 7 (SEE CITY ORDINANCE FOR FULL REQUIREMENTS) LEGEND: PROPOSED CONCRETE PAVEMENT PROPOSED BITUMINOUS PAVEMENT PROPOSED TURF ESTABLISHMENT LANDSCAPE NOTES: 1. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MN/DOT 2575. 2. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH THE PLYMOUTH STANDARD SHOWN ON THE DETAIL ON SHEET C7. PROPOSED DECIDUOUS TREE PROPOSED CONIFEROUS TREE N 8: 4 5 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ L a n d s c a p e . d w g 3/ 2 / 2 0 2 3 C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM LANDSCAPE PLAN C11 20'0 SCALE: 1" = 20' 98 VV VV VV VV VVVVVVVVVV W W W W W EOF=975.10 977.01 EX 977.08 EX 976.99 EX 977.23 EX 977.21 EX 977.45 EX S S S S S MAIN BUILDING CAR WASH FIRE DEPARTMENT CONNECTION 56 LF - FDC TO TRUCK 170 LF - TRUCK TO OPPOSITE BUILDING MIDPOINT 171 LF - TRUCK TO OPPOSITE BUILDING MIDPOINT MIDPOINT SECONDARY FIRE ACCESS (SHOWN FOR REFERENCE) FIRE LANE, NO PARKING SIGN FIRE LANE, NO PARKING SIGN FIRE ACCESS LANE 62.8' R = 4 5' L = 5 0.7' 36 . 4 ' 157 LF - TRUCK TO OPPOSITE BUILDING MIDPOINT 157 LF - TRUCK TO OPPOSITE BUILDING MIDPOINT 8: 4 5 A M n: \ p r o j e c t s c u r r e n t \ 2 2 - 0 1 5 5 . 0 0 p l y m o u t h g a s s t a t i o n & c a r w a s h \ C i v i l \ c a d f i l e s \ F i r e P r o t e c t i o n . d w g 3/ 2 / 2 0 2 3 20'0 SCALE: 1" = 20' N FIRE PROTECTION NOTES: 1. FIRE TRUCK TURN LANE NOTES: 1.1. LENGTH: 40 FEET 1.2. INNER RADIUS: 21.5 FEET 1.3. OUTER RADIUS: 42.5 FEET FIRE HOSE LEGEND: PROPOSED GATE VALVE & BOX W PROPOSED WATER SERVICE PROPOSED CURB STOP C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM FIRE PROTECTION PLAN C12 99 MAIN BUILDING CAR WASH P - P a s s e n g e r C a r P - P a s s e n g e r C a r CALL 48 HOURS BEFORE DIGGING: TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL 8: 5 4 A M N: \ P r o j e c t s C u r r e n t \ 2 2 - 0 1 5 5 . 0 0 P l y m o u t h G a s S t a t i o n & C a r w a s h \ C i v i l \ C A D F i l e s \ T u r n i n g E x h i b i t . d w g 03 / 0 2 / 2 3 PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT CONCRETE CURB AND GUTTER - B612 LEGEND: PROPOSED SIGN 20'0 SCALE: 1" = 20' N C:\Users\mmordalhuebsch\Downloads\imageedit_1_5988673660.png Scale Date Drawn By Checked By Project Number ISSUE DATE PL Y M O U T H PI C K N S A V E CITY STAMP AREA 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. Signed: Date: Lic. No. LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON& ASSOCIATES, INC. 1"=20' CJD MJM 03/01/2023 22-0155 96 0 5 3 6 T H A V E N PL Y M O U T H , M N 5 5 4 4 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOT FO R C O N S T R U C T I O N UPDATED LAYOUT SD#03 SD#04 08/31/2022 10/19/2022 10/27/2022 SD#05 02/__/2023 2051 RED OAK LANE LINO LAKES, MN 55038 763-553-7927 WWW.TANDGARCH.COM TURNING EXHIBIT NOTES: 1. TURNING EXHIBIT NOTES: 1.1. LENGTH: 19 FEET 1.2. INNER RADIUS: 16 FEET 1.3. OUTER RADIUS: 27 FEET C13 TURNING EXHIBIT 10 0 CITY OF PLYMOUTH RESOLUTION NO. 2023-___ RESOLUTION APPROVING A SITE PLAN AMENDMENT, CONDITIONAL USE PERMITS AND VARIANCES FOR THIELEN & GREEN P.A. FOR REDEVELOPMENT OF THE EXISTING MOTOR FUEL STATION FOR PROPERTY LOCATED AT 9605 36TH AVENUE (2023009) WHEREAS, Thielen & Green, P.A., has requested approval of a site plan amendment, conditional use permit and variances to allow construction of a of a new motor fuel station/convenience store with prepared food, with attached accessory car wash, and related site improvements in the C-3 (highway commercial) zoning district for the property presently legally described as follows: Lots 14 and 15, Block 2, Glen Erie Addition, Hennepin County, Minnesota. WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does approve the request by Thielen & Green P.A., for a site plan amendment, conditional use permit and variances to allow construction of a new motor fuel station/convenience store with prepared food, with attached accessory car wash, subject to the following conditions: 1. A site plan amendment is approved to allow construction of a 4,619 square-foot new motor fuel station/convenience store with prepared food, with attached accessory car wash, and related site improvements, in accordance with the plans received by the City on February 3, 2023, with additional information on April 12, 2023, except as amended by this resolution. 2. A conditional use permit is approved to allow a new building that includes a fuel station/convenience store with prepared food, and accessory commercial car wash in the C-3 zoning district, with the finding that the proposal complies with all applicable performance standards pursuant to section 21465.07 and conditional use permit standards. 3. A variance is approved to not require a bypass lane for a portion of the car wash stacking lane where the entire length is required, with the finding that the proposal complies with all applicable variance criteria. 4. A variance is approved to allow a parking located nine feet from the building where ten feet is required, with the finding that the proposal complies with all applicable variance criteria. 5. Convenience/deli food is of the take-out type only and that no provision for seating or consumption on the premises is provided. Furthermore, that the enclosed area devoted to such activity, use and merchandise shall not exceed 15 percent of the gross floor area. 101 Resolution 2023- File 2023009 Page 2 6. The operation shall be responsible for litter control within 300 feet of the premises and litter control is to occur on a daily basis. Trash receptacles must be provided at a convenient location on site to facilitate litter control. 7. Hours of operation: The hours of operation for a convenience grocery market shall be limited to 6:00 AM to 11:00 PM, unless extended by the Council as part of the conditional use permit. Unless otherwise limited or prohibited by the Council as part of the conditional use permit, the hours of operation for pay-at-the-pump motor fuel sales may be 24 hours per day. 8. The trash enclosure shall be of the same materials as the primary buildings. 9. Driveway access to 36th Avenue shall be prohibited. 10. A separate demolition permit is required for demolition of any existing building on site. 11. Prior to issuance of the demolition permit, the applicant shall obtain a sewer and water disconnect permit. 12. A separate building permit is required prior to construction of the project. 13. Prior to issuance of the building permit, the applicant shall fulfill the requirements, submit the required information, and revise the plans as indicated below, consistent with the applicable City code, zoning ordinance, and engineering guidelines: a. Execute a site improvement performance agreement and submit a financial guarantee pursuant to section 21045.10 of the zoning ordinance. b. Obtain the required right-of-way permits from the City of Plymouth engineering division for any work in the Kilmer Lane or 36th Avenue rights-of-way. c. Obtain any required permits from other agencies including, but not limited to MnDOT and the Bassett Creek watershed district, Metropolitan Council Environmental Services, Minnesota Pollution Control Agency, Minnesota Department of Health, as well as the NPDES permit. d. Obtain City approval of final construction plans. e. Provide a ten-foot trail easement on the north side of the property adjacent to 36th Avenue. f. Obtain City Fire Department approval of final construction plans. g. Obtain Sac determination letter from the metropolitan council. h. Receive Hennepin County Health Department approval. i. Show accessible routes (max slope 1:20) identified on the plans from the accessible parking spaces to the accessible entry. j. Provide an updated lighting plan that: 1) identifies the calculation of lumens per square foot of parking lot or other hardscape area to be lighted (note, the LZ2 allows up to 2.5 lumens/square- feet of hardscape; and 2) provides house side shielding of light fixtures (required if located within 300 feet of residential property). k. Provide Manufacturer cut sheets of proposed fixtures showing: 1) BUG (backlight, uplight, glare) rating, 2) CCT - Correlated Color Temperature (cannot exceed 4100K); 3) CRI - Color Rendering Index (shall be a minimum of 70). 102 Resolution 2023- File 2023009 Page 3 l. Provide proposed lighting controls (to meet curfew). See attached section 21105.06 of the zoning ordinance that contains the regulations for exterior lighting. The subject property is in LZ-2 (lighting zone 2). m. Provide an updated landscaping/reforestation plan - add additional tree to landscaping plan based on overall building/carwash size and trees to be removed (8 new overstory trees required). n. Revise the site plan to include one additional required parking space for the carwash (21 parking spaces required, 21 proposed) and to show striping for two spaces that meets parking space requirements near the vacuum area. o. Provide exterior trash enclosure details that meet/match the architecture or the principal building. p. Revise the plans to meet engineering requirements as follows: 1. Provide final engineering plans signed by a licensed engineer in the State of Minnesota in accordance with City plan submittal requirements. 2. Submit chloride management plan for approval. 3. Obtain MPCA and NPDES permits. 4. Obtain city right of way permit if work will extend into right of way. 5. Complete storm sewer maintenance agreement. 6. Submit and receive approval of revised storm water report. 7. Ensure correct city project number is provided on all page PZ2023009. 8. Reference latest guidelines & standard detail specifications for sanitary sewer, water main, storm sewer & street construction. 9. Reference latest specifications of MNDOT standard specifications for construction. 10. Reference latest specifications of city engineering association of Minnesota standard specifications. 11. Provide profiles for all proposed utilities and existing utilities where proposed grades will be modified by more than six inches. Need to include stations, elevations, pipe length, size, material, class, slope for gravity pipes, minimum cover for pressure pipes, rim elevations, invert elevations, existing and finished grade, and crossing utilities shown and labeled in the correct location. 12. Include contour elevation labels and percent of grade labels throughout to fully understand grading plan and drainage patterns. 13. Incorporate and reference strt-12 industrial / commercial driveway. 14. Show anticipated easements. 15. Revise silt fence locations as indicated in provided plan comments. 16. Provide approved erosion control notes and details including rock entrances and silt fencing. 17. Detail concrete wash locations per SWPPP requirements. 18. All erosion & sediment control items must be in compliance with MPCA CSW permit (MN r100001). 19. Provide current city details using city specific templates and headers. 20. Configure site to utilize only two driveway entrances from Kilmer Lane and to align with future Kilmer Lane realignment project. 103 Resolution 2023- File 2023009 Page 4 q. Revise the plans to meet fire code requirements as follows: 1. Fire department recommend that the existing tanks to be replaced due to being 33 years old. If not replaced, a qualified third-party vendor must perform a tightness test. Contact the Fire department to let them know what company will be preforming this test before it is conducted. 2. All dispensers need to be tested and pass inspection by a qualified third-party vendor. Fire needs to know what company will be conducting test. 3. Checkout counter needs to be moved to the north end of the building. Minnesota state fire code 2304.2.4 attendant shall have a clear view of dispensers at all times. Revise the interior building layout accordingly. 4. Minnesota fire code 2304.2.5 requires communications from the attendant to people at the dispensers at all times. The current system does not meet this requirement and the new system must meet this requirement. 5. No 24-hour fueling will be conducted until all requirements from the Minnesota state fire code are met. 6. All attendants must have a current Class C certification on site from MPCA. 7. Fire department connection must be located near main entrance. 8. A recessed mounted fire department lock box will be required by main entrance. Contact fire inspector with requirements and how to purchase from the city web site. 9. Fire sprinkler system must be monitored by a fire panel that will require a UL certificate. If main fire panel is not located near main entrance than a key activated annunciator panel will be required. 10. Provide a fire hydrant on island located in front of building. 11. Provide 12-inch-high address numbers on the 36th Avex Side of building. Must be visible from 36th Avenue. 12. Provide fire flow calculations to fire inspector. 13. Identify water main location. 14. Fire inspector shall locate fire lane signs for site. Please contact the fire inspector to confirm/approve locations of fire lane signs. 14. All construction parking shall be located on-site. 15. A stormwater maintenance agreement will be required. 16. All rooftop and mechanical equipment shall be screened as required by section 21130.05 of the zoning ordinance. 17. Silt fence shall be installed prior to any grading or construction on the site. 18. Fire lane signage shall be provided in locations to be field identified by the fire inspector. 19. All new and repaired drive aisles and fire lanes shall be constructed to minimum standards and approved by City Fire Inspector. 20. Standard Conditions: a. The applicant shall remove any diseased or hazardous trees. 104 Resolution 2023- File 2023009 Page 5 b. The site shall remain in conformance with section 2025 of the City code regarding noise regulations. c. Separate building permits are required for retaining walls 48 inches in height or higher. Additionally, a minimum 42-inch-high fence shall be installed at the top of retaining walls that exceed four feet in height. d. Compliance with the City’s lighting regulations. e. All signage shall require separate permits and shall be in conformance with the sign regulations in section 21155 of zoning ordinance. f. Compliance with City’s landscaping regulations. g. Any subsequent phases or expansions are subject to required reviews and approvals per ordinance provisions. 21. The conditional use permit, site plan amendment, and variance shall expire one year after the date of approval, unless the property owner or applicant has started the project, or unless the applicant, with the consent of the property owner, has received prior approval from the City to extend the expiration date for up to one additional year, as regulated under sections 21015.07, 21045.09 and 21030.06 respectively, of the zoning ordinance. APPROVED by the City Council this _____day of ______, 2023. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on __________, with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this ________day of _______________________. __________________________________ City Clerk 105 Regular Planning Commission June 21, 2023 Agenda Number:5.4 To:Planning Commission Prepared by:Chloe McGuire, Planning and Development Manager Reviewed by:Grant Fernelius, Community and Economic Development Director File No:2023036 1. Applicant: City of Plymouth 2. Proposal: 3. Location: 4. Guiding: NA 5. Zoning: NA 6. School District: NA 7. Review Deadline: 8. Description: The City of Plymouth City Council has directed staff to look into possible updates to the city's beekeeping regulations. A draft ordinance and 106 9. Attachments: Draft Ordinance.pdf Draft Resolution.pdf U of M List of Bee Ordinances.pdf City of Edina Ordinance.pdf Resident Comment.pdf Resident Comment.pdf HOA Map.pdf 2021 FlashVote Results.docx 107 CITY OF PLYMOUTH HENNEPIN COUNTY, MINNESOTA ORDINANCE NO. 2023- ORDINANCE AMENDING CHAPTERS 10 AND 21 OF THE PLYMOUTH CITY CODE, ENTITLED THE PLYMOUTH ZONING ORDINANCE, REGARDING THE KEEPING OF BEES (20230XX) THE CITY OF PLYMOUTH ORDAINS: SECTION 1. Amendment. Section 1010.01 of the Plymouth City Code (LICENSE FEES – Miscellaneous) is amended by adding as follows: Subd. 7. Miscellaneous Q. Bees $100 biennual (every 2 years) license fee SECTION 2. Amendment. Section 21005.02 of the Plymouth City Code (RULES AND DEFINITIONS – DEFINITIONS) is amended by adding, deleting, or changing definitions as follows: Animals: (a) Domestic Animals. For purposes of this Chapter, a domestic animal shall be defined as house pets such as dogs, cats, an d birds (except those defined as farm animals or wild animals) that can be contained within a principal structure throughout the entire year, provided that containment can be accomplished without special modification to the structure requiring a building p ermit from the City. In addition, it includes bees and rabbits, normally sheltered outside the home. (b) Farm Animals. Cattle, hogs, potbelly pigs, bees, sheep, goats, chickens, turkeys, horses (including miniatures) and other animals commonly accepted as farm animals in the State of Minnesota. Bees, Related: (a) Apiary: The assembly of one or more colonies of bees at a single location. (b) Beehive: A receptacle inhabited by a colony that is manufactured for the purpose of housing bees, which is designed so that the beekeeper can collect the honey that they produce. (c) Beekeeper: A person who owns or has charge of one or more colonies of bees. (d) Colony: An aggregate of bees consisting principally of workers, but typically having one queen and at times drones, brood, combs and honey. (e) Water Supply: Natural pond/stream or artificial container holding sufficient water with landing sites for honey bees to forage without drowning. 108 (f) Pollinator Garden: A type of garden that grows nectar and pollen producing plants with the intent of attracting pollinating insects. SECTION 2. Amendment. Section 21170.01 of the Plymouth City Code (ANIMALS – Keeping Animals) is added as follows: Subd. 1. Domestic animals, except bees, are allowed in all zoning districts, as regulated by Chapter 9 of the City Code. SECTION 3. Amendment. Section 21170.03 of the Plymouth City Code (Animals – Keeping of Bees) is added as follows: 21170.04 Keeping of Bees. Subd. 1. Licensing Requirement. No person shall have bees within the City of Plymouth without first obtaining a Beekeeping License. The procedures and fees for such license shall be as set forth in Chapter X, Licenses and Permits; Procedures and Fees of the City Code. (a) Information Requirement. (1) A license for the keeping of bees shall be required in the RSF-1, RSF-2, RSF-3 and single- family detached PUD zoning districts. (2) An application signed by the property owner, the submittal of a site plan and hive plan with the location and specifics of the hives, setbacks from all property lines and structures, including those on adjacent properties. The application shall also denote the proposed beekeepers, if different from the property owner. Any change in this information shall require a new application to the City. (3) Evidence of completion of the “Beekeeping in Northern Climates” course from the University of Minnesota or other comparable institution. (4) A bee management plan must accompany the application, including plans for swarm management, mite and disease treatment, and native pollinator preservation. (b) Upon receipt of a beekeeping application, the City shall follow the process for Home Occupations under Section 21145. (c) Any selling of honey from the home would require a separate home occupation license process pursuant to section 21145 in addition to any requirements from the Minnesota Department of Agriculture Dairy and Food Inspection Division regulations. (d) The City hereby reserves the right upon issuing any beekeeping license to inspect the premises in which the beekeeping is being conducted to ensure compliance with the provisions of this section, or any conditions additionally imposed. The City reserves the right to revoke any beekeeping license based on failure to comply with this section or relevant City Code sections. Subd 2. Hive Requirements. (a) Location. Colonies shall be located in the side or rear yard only and shall have a setback of at least 10 feet from the side or rear property lines. (b) Water Source. An appropriate water source shall be provided within 10 feet of each colony. (c) Pollinators. A pollinator garden must be provided on the subject property. 109 (d) Signage. The applicant shall post a clearly visible warning sign indicating that a beehive is present on the property. The sign shall be between four and eight square feet. No separate sign permit is required. (e) Size and Number. Each property may be allowed two hives, with a maximum height of twelve feet. (f) Neighborhood Beekeeping. Common spaces on residential, homeowners association maintained properties, properties zoned Public/Institutional, or properties owned by the City, are eligible for a beekeeping license if: a. All other requirements of this section are met. b. One main beekeeper shall be identified as an ongoing point of contact, willing to respond to any questions or concerns with the ongoing operations of the hive(s). c. The colony is located a minimum of 50 feet from public trails. d. A pollinator garden of at least twenty-five square feet shall be provided on the subject property. SECTION 4. Effective Date. This Ordinance shall be effective upon its passage. APPROVED by the City Council on this ____________ day of ___________, 2023. __________________________________ Jeffry Wosje, Mayor ATTEST: _______________________________ Jodi Gallup, City Clerk 110 CITY OF PLYMOUTH RESOLUTION 2023-____ APPROVING FINDINGS OF FACT FOR A ZONING ORDINANCE TEXT AMENDMENT TO SECTIONS 21005, AND 21170 OF THE ZONING ORDINANCE TO AMEND AND ADD KEEPING OF BEES (2023036) WHEREAS, the City of Plymouth initiated amendments to the definitions, and keeping of animals sections of the zoning ordinance; and, WHEREAS, the Planning Commission has reviewed the proposed text amendments at a duly called public hearing and recommends approval of the text amendments. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby approves the zoning ordinance text amendments to add bee related definitions and adopt new keeping of bees regulations and modify the city code, based upon the finding that the proposed amendments would be consistent with the city’s comprehensive plan and with the purpose and intent of the city’s ordinances and policies. ADOPTED by the City Council the__________ day of _______________, 2023. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS. The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on November________, 2023 with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this __________ day of _________________. ______________________________ City Clerk 111 City County Ordinanc e Citation Ordinance Language Contact Information Date Andover Anoka Title 5, Chapter 1, Section (d) Must be zoned R1, R2, or R3 and have at least two acres. (763) 755- 5100 8-1-13 Anoka Anoka Section 10-2 Bees are not mentioned in the city code, but the city planner said she would consider honey bees to be "non-domesticated" animal. The code prohibits non-domesticated or farm animals within City limits. (763) 576- 2700 8-1-13 Apple Valley Dakota Currently, no ordinance on bees. However, code prohibits non- domestic animals, and City interprets bees as non-domestic. City is revising the ordinance to expressly prohibit bees. (952) 953- 2500 8-1-13 Arden Hills Ramsey Chapter 13, 25.07 Bees are considered farm animals and are allowed within city limits as long as the lot meets the set back requirements (which depend upon how the hive is constructed). (651) 792- 7800 8-1-13 Bayport Washington Section 14 Honey bees are not allowed within City limits. (651) 275- 4404 8-1-13 112 Blaine Anoka Section 14-225 Areas zoned residential may not have honey bees. Areas zoned agricultural may have honey bees. (763) 785- 6122 8-1-13 Bloomingto n Hennepin City Code 12.116.01 Bees allowed with restrictions. 6-11-19 Blue Earth Faribault Sub- Section 360.16 Bees allowed with restrictions and permit 12-30-20 Brooklyn Center Hennepin Section 1- 140 Bees are allowed with restrictions and registration (763) 569- 3300 6-11-19 Brooklyn Park Hennepin Section 92.50 Honey bees are permitted in lots over 5 acres. Other require registration. (763) 424- 8000 11-24-15 Burnsville Dakota Section 6- 2-20 Honey bees are prohibited in all parts of Burnsville. (952) 895- 4400 2-8-17 Carver Carver Section 1005.02 Codicil 1 allows animals not listed under Section 1005.02 in city limits as long as they are not a nuisance. Therefore, honey bees are allowed as long as they are not a nuisance. (952) 448- 5353 8-1-13 Centerville Anoka Chapter 90.02(B) "Licensing Honey Bees. Notwithstanding other provisions of this chapter, a person may keep honey bee colonies on any premises after first obtaining a license as provided in this subsection. No license shall be issued except in compliance of this section. (1) Lot size shall be a minimum of one-half acre; (2) No more than two honey bee colonies shall be allowed; (3) Hives shall be setback from property lines a minimum of 25 feet; (4) Applicant must document at least 16 hours of training in beekeeping, and (5) the colony shall be maintained in good order and not be a nuisance to any member of the public." (651) 429- 3232 8-1-13 Champlin Hennepin Honey bees are not mentioned within Champlin's ordinances. The City would allow honey bees as long as they were not a nuisance and the neighbors were on board. (763) 421- 8100 8-1-13 Chanhasse n Hennepin and Carver Chapter 5, article IV Bees allowed by permit. (952) 227- 1100 11-8-18 113 Chaska Carver Chapter 5, Section 82 The Chaska Police Department is in charge of code enforcement. Police officer told me they would allow a honey bee hive as long as it didn't bother the neighbors. (952) 448- 9200 8-1-13 Circle Pines Anoka Section 320.02(B) "Licensing Honey Bees. Notwithstanding other provisions of this chapter, a person may keep honey bee colonies on any premises after first obtaining a license as provided in this subsection. No license shall be issued except in compliance of this section. (1) Lot size shall be a minimum of one-half acre; (2) No more than two honey bee colonies shall be allowed; (3) Hives shall be setback from property lines a minimum of 25 feet; (4) Applicant must document at least 16 hours of training in beekeeping, and (5) the colony shall be maintained in good order and not be a nuisance to any member of the public." (763) 784- 5898 8-1-13 Coon Rapids Anoka 6-502(2), (5) "Non-domestic animals are defined as … bees. It shall be unlawful to keep, maintain, harbor, or feed any non-domestic animal within the City except where permitted elsewhere in this Chapter." 8-1-13 Corcoran Hennepin Section 1020.020: bees are agricultural use. Allowed in areas zoned for agricultural use. Other areas with restrictions. (763) 420- 2288 3-6-19 Cottage Grove Washington Section 11-3-7 Bees are considered a farm animal and are allowed on properties of 5 or more acres. Section defining "farm animal" is 11-1-3. (651) 458- 2800 8-1-13 Crystal Hennepin City ordinances do not cover bees. Therefore, bees are allowed. (763) 531- 1000 8-1-13 Dayton Wright and Hennepin Section 1001.42 subd.8(1)( e) Honey bees are prohibited in areas zoned residential - Old Village, residential - mobile home, industrial and business, unless you have a conditional use permit. (763) 427- 4589 8-1-13 Duluth St. Louis 1959-6-80 Ok in areas zoned rural;. Others require license. 11-23-15 Eagan Dakota Section 10.12 Honey bees may be kept on properties in areas that are zoned agricultural and have a minimum of five acres. Or by permit. 3-6-15 Edina Hennepin Section 300.11 Bees are allowed with permit. 10-1-15 114 Elko New Market Scott Section 6- 4-5 Section 6-4-2 Honeybees are considered a farm animal. Section 6-4-5 states, "Farm animals shall be kept only in areas approved under the city zoning ordinance." 8-1-13 Excelsior Hennepin Section 6- 4 Ordinance defines "undomesticated animal" as "any animal, mammal, amphibian, or reptile, which is of a species which is wild by nature or of a species which due to size, vicious nature, or other characteristics is inherently dangerous to human beings." "Any person may own, keep, harbor, or maintain any nondomesticated animal, provided that it weighs less than 50 pounds." 8-1-13 Falcon Heights Ramsey Section 113-3 Honey bees are defined as a farm animal. Farm animals are not allowed to be harbored within the city. The Falcon Heights City Council looked into a honey bee ordinance last year but ultimately did not pass it. (651) 792- 7600 8-1-13 Faribault Rice 2017-4 Bees allowed by permit 5-30-18 Farmington Dakota 6-4-2 Allowed with restrictions http://sterlingcodifiers.com/codebook/index.php?bo ok_id=463&chapter_id=2... 7-23-18 Forest Lake Anoka Chapter 99 Bees are defined as a farm animal. City code allows farm animals in areas zoned for agricultural use and if the property is five acres or more. (651) 464- 3550 8-1-13 Fridley Anoka Section 101.05 Allowed by license. application at FridleyMN.gov. Class on beekeeping required. (763) 571- 3450 5-11-18 Golden Valley Hennepin Section 10.32 Honey bees are defined as a farm animal. Farm animals are not allowed to be harbored within the city. 8-1-13 Grand Meadow Mower Section 91.2 Bees allowed with some restrictions 2-11-20 Hastings Dakota and Washington Chapter 91.01 Bees are not mentioned in the city code, so they are permitted. City planner warned that if the bees stung people or upset the neighbors, they could be removed through the public nuisance ordinance (Section 95.20). (651) 480- 2350 8-1-13 Hibbing St. Louis Section 10.23 Honey bees are defined as a farm animal. Farm animals are not allowed to be harbored within the city. 2-8-17 115 Hopkins Hennepin Hopkins Code of Ordinances does not address honey bees, so they interpret that to mean they are not permitted. 952-548-6303 2-8-17 Hugo Washington Although not expressly listed in the ordinance, honey bees are considered "farm animals," so they are allowed in areas zoned agricultural and on lots of five or more acres. (651) 762- 6300 8-1-13 Independe nce Hennepin 510.05 subd. 46 Defines bees as "livestock." Bees are allowed in areas which are zoned agricultural. (763) 479- 0527 8-1-13 Inver Grove Heights Dakota Section 10-2-2 Bees are allowed in areas zoned agricultural or estate. (651) 450- 2500 8-1-13 Jordan Scott No ordinance, so bees are not allowed. Perhaps could apply for a conditional use permit stating beekeeping as a home occupation. (952) 492- 2535 8-1-13 Lake Elmo Washington Title 9, Chapter 95.71 Honey bees are allowed on property five acres or more. Permit required for under 5 acres. (651) 747- 3900 10-1-15 Lake St. Croix Beach Washington No online ordinance s No one from the City returned my messages. (651) 436- 7031 8-1-13 Lakeville Dakota Chpt 35/11-35- 3 Allowed with an interim Use Permit. Application fee is $500 (ouch!) and must be presented to and approved by the Planning Commission. The City of Lakeville contact is Daryl Morey, Planning Director, 952-985-4422. 6-11-19 Lauderdale Ramsey Section 5- 3-1 Bees are defined as a farm animal. City ordinance 5-3-4-1 requires a permit to have a farm animal. (651) 792- 7650 8-1-13 Lilydale Dakota Section 801.01 It's unclear if bees are allowed or not in the ordinances, and no one at the City returned my phone messages. (651) 457- 2316 8-1-13 Lino Lakes Anoka Zoning Restricted to agricultural zoned land 11-23-15 Long Lake Hennepin Honey bees are not mentioned in the Code. City of Long Lake's general position is if it is not expressly allowed, it is prohibited. (952) 473- 6961 8-1-13 Lonsdale Rice S90.01 Beekeeping allowed by permit. (507) 744- 2327 1-2-18 116 Mahtomedi Washington Chapter 3.02 "No person may keep within the City any of the following: any hive or other facility for the housing of bees." (651) 426- 3344 8-1-13 Maple Plain Hennepin Honey bees are not mentioned in the Code. City of Maple Plain's general position is that they are allowed, but are subject to the nuisance ordinance. (763) 479- 0515 8-1-13 Maplewoo d Ramsey Ordinanc e 978 Allowed with setback requirements. Bees are allowed unless they become a nuisance. (651) 249- 2000 11-13-18 Marine on St. Croix Washington Chapter 5 City of Marine on St. Croix does not have an ordinance about honey bees. The City's position is that they are allowed unless they are a nuisance. (651) 433- 3636 8-1-13 Medicine Lake Hennepin Section 200.2(7)(b ) Bees are classified as farm animals. Must get a conditional use permit to have bees. (763) 542.9701 8-1-13 Mendota Heights Dakota Ordinance 448, not yet codified Brand new ordinance: Bee keeping is allowed on properties of fifty (50) acres or more. (651) 255- 1153 8-1-13 Minneapoli s Hennepin Section 74.80 Must get a permit from Minneapolis Animal Care and Control. 8-1-13 Minnetonk a Hennepin No ordinance on bees, so bees are allowed unless they are a nuisance. (952) 939- 8200 8-1-13 Village of Minnetonk a Beach Hennepin Section 508(C)(28 )(b) "No person shall keep or allow to be kept any hive or other facility for the housing of honeybees." (952) 471- 8878 8-1-13 Minnetrista Hennepin Section 1110.09 Bees are considered farm animals. "Farm animals may only be kept in A or AP zoning districts, or in a residential lot of at least ten acres in size provided that farm animals on said residential lots are not sheltered within 300 feet of an adjoinin piece of property." (952) 446- 1660 8-1-13 Moundsvie w Ramsey Title 700 Chapt 701 Bees allowed by permit. 9-25-15 New Brighton Ramsey Honey bees requrie permit (651) 638- 2100 6-1-15 117 Newport Washington Section 600.21 Honey bees are considered a farm animal. Must have a permit from the City Council. Lot size must be at least four acres. Must provide written notification to occupied property owners situated within 250 feet from the hive. Additional standards of practice listed in Section 600.21 subd. 3(F)(4). (651) 459- 5677 8-1-13 North St. Paul Ramsey Section 95.23 Honey bees are classified as a farm animal. No farm animals are allowed within city limits. 8-1-13 Oak Park Heights Washington Section 602.02(B) Honey bees are classified as a farm animal. Farm animals are only permitted in areas zoned O - Open Space Conservation District and also need a conditional use permit. (651) 439- 4439 8-1-13 Oakdale Washington Section 4- 18 "No person shall keep or allow to be kept any man-made or manufactured hive or other facility for the housing of bees within the city without a permit." (651) 739- 5086 8-1-13 Orono Hennepin Section 62-1 Honey bees are classified as a farm animal and are allowed in areas zoned for agriculture. (952) 249- 4600 8-1-13 Osseo Hennepin Chapter 93.18(z) City code states that any caring for any non-domestic animal is a public nuisance, so beekeeping currently is not allowed. However, City Attorney said the City might be open to a resident asking for a variance or trying to change the ordinance. (763) 425- 2624 8-1-13 Plymouth Hennepin Zoning Ordinance 21170.01 subd.3 Bees are only allowed in areas zoned future restricted development (rural). (763) 509- 5080 8-1-13 Prior Lake Scott Allowed with restrictions (952) 447- 9800 3-6-19 Richfield Hennepin Section 906 Bees are allowed with restrictions and permit. (612) 861- 9702 11-13-20 Robbinsdal e Hennepin Section 915.357 "It is unlawful to keep or maintain roosters or bees, without first having obtained a permit therefor." (763) 537- 4534 8-1-13 Rogers Hennepin Section 125-1 Bees are classified as a farm animal and are allowed in areas zoned agricultural. (763) 428- 2253 8-1-13 Rosemoun t Dakota No ordinance on honey bees, so they are allowed. (651) 322- 2022 8-1-13 118 Roseville Ramsey No ordinance on honey bees, so they are allowed. The City reserves the right to regulate location and fencing in the future. (651) 792- 7000 8-1-13 Sauk Rapids Benton Section 4.10, Subd.22( C) Permits beekeeping limited to six hives. (320) 258- 5300 St. Anthony Village Hennepin No ordinance on honey bees, so City of St. Anthony Village's position is that they are not allowed. (612) 782- 3301 8-1-13 St. Francis Anoka Section 8- 3-5 "Bees shall not be kept on parcels smaller than five (5) acres in size. No parcel shall have more than one hive or colony housing structure not to exceed three (3) feet in size in any dimension unless it is an agricultural use. All hives shall be of the removable frame type. All hives shall be kept one hundred (100) feed from any property line." (763) 753- 2630 8-1-13 St. Louis Park Hennepin Bees are not addressed in city ordinance, so they are allowed as long as they are not a nuisance. (952) 924- 2500 8-1-13 St. Paul Ramsey Chapter 198.02(d) "No person shall keep or allow to be kept any hive or other facility for the housing of bees within the city without a permit." (651) 266- 8989 8-1-13 St. Paul Park Washington Ordinance #694 Honey bees are allowed; must get a permit and obey set back ordinance. (651) 459- 9785 8-1-13 Savage Scott Section 91.01(2) Bees are classified as a farm animal. Under Section 91.04, farm animals are "allowed only as a legal non-conforming use where a similar use occurred before the most recent change in the Zoning Code and continues consistently thereafter." (952) 882- 2660 8-1-13 Shakopee Scott Section 11.02(5)( B) Bees are classified as an "agricultural use" and allowed in areas zoned rural residential or agricultural. Other areas with restrictions. (952) 233- 9300 8-1-13 Shoreview Ramsey Section 601.020(E ) Bees are allowed with restrictions and permit required (651) 490- 4600 12-4-17 Shorewood Hennepin Section 705.09 Bees are classified as an "urban farm animal." Section 705.09 subd 2(h) states, "The number of bee hives shall not exceed four." (952) 960- 7900 8-1-13 119 South St. Paul Dakota Section 15-1(3) Bees are listed as a farm animal. Section 15-3 states, "It shall be illegal for any person to own, possess, harbor, or offer for sale, any farm animals within city limits…" (651) 554- 3200 8-1-13 Spring Park Hennepin Bees are not allowed in city limits. (952) 471- 9051 8-1-13 Stillwater Washington Section 27-3 Bees are allowed in city limits as long as you have a permit. The ordinance sets forth a number of rules and regulations. (651) 430- 8800 8-1-13 Sunfish Lake Dakota Section 1225.01 Bees are considered farm animals. Only the farm animals expressly listed (such as bees) are allowed in the City of Sunfish Lake as long as you get a permit. (763) 231- 2555 8-1-13 Victoria Carver Chapter 30, Article VIII, Section 30- 313(13) Bees are only allowed in areas zoned agricultural and if you get a conditional use permit. (952) 443- 4210 8-1-13 Virginia St. Louis Honey bees are defined as a farm animal. Farm animals are not allowed to be harbored within the city. 2-8-17 Waconia Carver Section 710.15 subd. 1 Bees are considered farm animals, so they are allowed in areas zoned agricultural. (952) 442- 2184 8-1-13 Wayzata Hennepin No ordinance, so bees are allowed unless they are a nuisance. (952) 404- 5300 8-1-13 West St. Paul Dakota Section 905.15 subd. 3 Bees are allowed. The only requirement is that the hives are at least 100 feet from neighboring houses. Some lots are too small to comply with this requirement. (651) 552- 4100 8-1-13 White Bear Lake Ramsey and Washington Section 702.045 Bee keeping is allowed in City limits as long as you have a license. (651) 429- 8526 8-1-13 Woodbury Washington Section 24-4 Bees are considered "livestock" and they are allowed on property of five or more acres in areas zoned rural residential or existing farmstead. (651) 714- 3500 8-1-13 120 Subpart A - CODE OF ORDINANCES Chapter 8 - ANIMALS ARTICLE VII. HONEY BEEKEEPING Edina, Minnesota, Code of Ordinances Created: 2023-05-19 10:31:35 [EST] (Supp. No. 13, Update 1 ) Page 1 of 3 ARTICLE VII. HONEY BEEKEEPING Sec. 8-311. Registration. (a) No beekeeper shall keep honeybees in the city without a current registration from the City of Edina Police Department. (b) Each beekeeper shall register with the police department prior to bringing any honeybees into the city. (c) Beekeepers operating within the city prior to the effective date of this section shall have four weeks from the date this section goes into effect to register with the police department as a beekeeper. (d) The registration shall be upon the form provided by the city and shall include the applicable fee as set forth in section 2-724, Schedule A. If a beekeeper adds or relocates a hive or colony, the beekeeper shall update the registration prior to the addition or relocation on the form provided by the city. All questions asked or information required by the forms shall be answered fully and completely by the beekeeper. (e) The city beekeeping registration shall be valid until December 31 of each calendar year and shall be renewed prior to expiration each year by submitting a renewal form to the police department on the form provided by the city. A person no longer keeping honeybees in the city shall notify the police department within 30 days. (f) Upon the initial registration, annual renewal, or change of address within city, each beekeeper shall allow the chief of police or his/her designee the right to inspect any apiary for the purpose of ensuring compliance with this section. (g) Upon initial registration or change of address within the city, the city shall notify in writing all owners of lots within 200 feet of any lot line of the apiary site, of the presence of said apiary. (h) Any resident within 200 feet of any lot line of an apiary site may file a written appeal of the approval of the initial registration to the city manager, or their designee. If an appeal is filed, the beekeeper will be notified in writing by the city manager or their designee. ( Ord. No. 2015-02 , § 1, 3-17-2015) Sec. 8-312. Required conditions. (a) Honeybee colonies shall be kept in hives with removable frames, which frames shall be kept in sound and usable condition. (b) Each colony on the apiary site shall be provided with a convenient source of water located on the apiary site so long as colonies remain active outside the hive. (c) Materials from a hive or colony which might encourage the presence of honeybees, such as wax comb, shall be promptly disposed of in a sealed container or placed within a building or other bee-proof enclosure. (d) For each colony permitted to be maintained under this section, there may also be maintained upon the same apiary site, one nucleus colony in a hive structure not to exceed one standard 9⅝ inch depth ten-frame hive body, with no supers. (e) Beekeeping equipment shall be maintained in good condition. Unused beekeeping equipment must be protected to prevent occupancy by swarming honeybees. 121 Created: 2023-05-19 10:31:34 [EST] (Supp. No. 13, Update 1 ) Page 2 of 3 (f) Hives shall be continuously managed to provide adequate living space for their resident honeybees in order to control swarming. (g) In any instance in which a colony exhibits unusual aggressive behavior, it shall be the duty of the beekeeper to promptly implement appropriate actions to address the behavior. If requeening is required, queens shall be selected from European stock bred for gentleness and non-swarming characteristics. (h) Fruit trees and other flowering trees, which are located on an apiary site, shall not be sprayed, while in full bloom, with any substance which is injurious to honeybees. ( Ord. No. 2015-02 , § 1, 3-17-2015) Sec. 8-313. Colony location. (a) No hive shall occupy any front yard. (b) In no instance shall any part of a hive be located within ten feet of any lot line. (c) In no instance shall any part of a hive be located within 20 feet of any dwelling unit on adjacent property in any zoning district or located within 20 feet of any public sidewalk. (d) All apiaries shall comply with Edina City Code subpart B land development regulations, chapter 36 zoning, article XII, supplementary district regulations, division 2 general requirements, section 36-1254, Customary home occupations as an accessory use. ( Ord. No. 2015-02 , § 1, 3-17-2015) Sec. 8-314. Colony density. (a) Every lot within the city shall be limited to the following number of colonies based on the size of the lot: (1) One-half acre or smaller = two colonies. (2) More than one-half acre to three-quarter acre = four colonies. (3) More than three-quarter acre to one acre = six colonies. (4) More than one acre = eight colonies. (b) Regardless of lot size, if all lots within 200 feet of any lot line of the apiary site are undeveloped property, there shall be a limit of 12 colonies that can be kept on the apiary site. However, upon the development of any lot within 200 feet of any lot line of the apiary site, the apiary site shall comply with the restriction set forth in this subdivision 5. (c) If any person removes honeybees from locations where they are not desired, that person shall not be considered in violation of the restriction in this subdivision 5, if the person temporarily houses the honeybees on the apiary site of a beekeeper registered under this section for no more than 30 days and remains at all times in compliance with the other provisions of this section. ( Ord. No. 2015-02 , § 1, 3-17-2015) Sec. 8-315. Inspection. (a) Upon prior notice to the owner of the apiary site, the chief of police or his/her designee shall have the right to inspect any apiary for the purpose of ensuring compliance with this section. 122 Created: 2023-05-19 10:31:34 [EST] (Supp. No. 13, Update 1 ) Page 3 of 3 (b) It shall be deemed a violation of this section for any person to resist, impede or hinder the chief of police or his/her designee in the performance of their duties in inspecting any apiary and surrounding grounds. ( Ord. No. 2015-02 , § 1, 3-17-2015) Sec. 8-316. Denial, revocation or suspension. (a) Registrations issued under the provisions of this section may be denied, revoked or suspended by the chief of police after notice and the right to request a hearing, for any of the following causes: (1) Fraud, misrepresentation or false statements on the registration or during the course of the registered activity. (2) The keeping of honeybees in an unlawful manner or a manner so as to constitute a breach of peace, or to constitute a nuisance to the health, safety or general welfare of the public. (3) Any violation of this section. (b) Notice of the denial, revocation or suspension, shall be in writing, specifically set forth the grounds for denial, revocation or suspension and the person's right to request a hearing before the city manager or his/her designee. Such notice shall be mailed, postage prepaid, to the person to his/her last known address, or shall be delivered in the same manner as a summons. Any person who desires a hearing before the city manager or his/her designee must request the hearing in writing, within 15 days of the date of the notice, by filing a written request for a hearing with the chief of police. If a hearing is requested it shall be held before the city manager or his/her designee within 30 days of the request. The city shall notify the person in writing of the time, date and location of the hearing at least five days prior to the hearing. Within 15 days after the hearing the city manager or his/her designee shall issue a written decision in the matter and that decision shall be final. If the person fails to request a hearing within 15 days of the date of the notice, the denial, suspension, or revocation shall automatically be deemed final. The right to request a hearing before the city manager or his/her designee shall be in place of any right to appeal. (c) In considering requests for denial, suspension revocation, the city manager shall consider the public health safety and welfare issues and base his decision on criteria included in policies adopted and adjusted from time to time. ( Ord. No. 2015-02 , § 1, 3-17-2015) 123 To: Jeffry Wosje <jwosje@plymouthmn.gov> Subject: Special Council session May 23 bee ordinance Greetings Mayor Wosje! It appears the special meeting on May 23rd is addressing further research done by city staff in preparation for another public meeting on the subject of bee keeping in Plymouth.The general tenor being a change of ordinance is going to happen and you are sorting out the details. Yay! That is exciting! I have several observations to make on the viability of the regulations suggested. In particular: 1.Number of hives limited to two. This number seems to be small in regards to optimal management practices to control swarming which occurs when hives become productive. 2.Provision of water on property required. This may be problematic and a non issue during the winter months when the hives are hibernating. 3.Setbacks from neighboring buildings and property lines and Limiting hives to back and side yards(both of these seem to ignore the basic siting requirements for optimal hive entrances and orientation) 4.No use of public land although several parks in my neighborhood have been rebranded as nature reserves and would be ideal sites. (Oakview Pond and Beacon Heights link to map below) My own yard under the suggested regulations for size would not qualify although I am very interested and have taken a beekeeping course in preparation. It appears almost all these regulations focus on the human factors as opposed to optimizing the odds for a successful hive. ParkLocatorWABmaps.arcgis.com Further, public land use would encourage better siting for hives( perhaps leased spaces like trailer parks)and facilitate oversight by limiting the number and location of sites to be overseen. 5.The impact of domestic bees on native pollinators endangered or otherwise. This issue was raised repeatedly in the comments section of the survey and I append here a general article on the subject: Do Domestic Honeybees Impact Native Bee Populations? backyardbeekeeping.iamcountryside.com 6.Many Metro area cities were surveyed by your research team but I was puzzled by the omission of Edina as a pertinent model. I append here the questions and responses from the Deputy City Clerk. FYI: You don't often get email from valsito@gmail.com. Learn why this is important From: Gretchen Larson <valsito@gmail.com> Sent: Thursday, May 18, 2023 8:46 PM 124 Population Edina 53,000 Population Plymouth 80,000 Note this data is for 2015-present not broken out by year. Begin forwarded message: From: Noel Mills Ford <NMills@edinamn.gov> Date: March 2, 2023 at 8:54:41 AM CST To: zgl3@yahoo.com Subject: Public Data Request Hi Gretchen, Below are some answers to your questions. 2015-present by year: 1.How many permits issued 47 total (including two that have just recently registered and have not yet been inspected) 2.Number of complaints associated with permits granted I don’t have any data on complaints, but we did revoke one registration twice and another registration once due to objections from neighbors. 3. Number of rescinded permits due to violations. None, just due to objections from neighbors. I’m confirming this with our animal control department – stay tuned. 4. First responder trips related to bee stings city wide. We aren’t able to parse out these trips from others. Hope this helps. Please let me know if you have any other questions. Thank you, Noel Noel Mills Ford, Deputy City Clerk 952-826-0409 | Fax 952-826-0390 NMills@EdinaMN.gov | EdinaMN.gov Lastly,I read through most of attached survey results and in particular the comments section . Quite illuminating and good to set the context elected officials are working in. Thank you for your work in making Plymouth a great place to live! Sincerely, Gretchen Larson 125 Anne Pierce 12135 24th Ave N Plymouth, MN. 55441 May 22, 2023 Council Member Julie Pointner Dear Councilwoman Pointner, I understand the City Council is discussing beekeeping regulations at a May 23 meeting. I am emailing to express my enthusiastic and wholehearted support. I have an admitted bias: my father was a commercial beekeeper, as was his father before him. They were active in both state and national beekeeping organizations and the Hofmann Apiary has been designated a National Register of Historic Place due to its history (which dates back to the early 1900s). Dad wrote articles for professional bee journals, judged honey at the MN State Fair for many years, took beautiful bee photography, with one gracing the cover of a prominent bee publication. He even made international news when he donned a “bee beard” for our city’s centennial celebration in 1958! (Bee beards are no big deal now, but they were quite novel then!) To read more about the apiary, go to: https://theworldofbees.com/farm.html Needless to say, I grew up knowing the value of bees, pollination and honey. This winter I took the University of Minnesota’s beekeeping class and became interested in keeping a colony of bees myself. The board of the West Medicine Lake Community Club where I have a community garden plot, has given its approval to have bees on its 5- acre site. It is an ideal location, with no homes within 200 ft. I have talked to the 2 closest neighbors and they were both positive about having bees nearby. I have listened to the 2021 council meeting at which a chicken ordinance was approved, but the bee ordinance was not. Significant time was given to the chicken ordinance, but less than half that time was spent discussing the bee ordinance before it was voted down. Compared to chickens, bees are quieter, smaller, neater, dare I say smarter (!), offer a real benefit to the community and are more popular than chickens (per 2021 flash vote) with the citizens of Plymouth. I am left wondering if a fear of bees was a factor in the council’s 2021 decision - as it often is with bees. Interestingly, more and more businesses support beekeeping and have bees on their premises: Whole Foods in Minnetonka has bees on its roof. There are bees on the premises of the Bakken Museum and the Bell Museum. The historic Empress Hotel in Victoria, BC has bees right next to their building (see attached signage). All are well-visited places and as far as I know, there have been no problems As you revisit this ordinance, I have one suggestion: 1. 21170.03,Subd.1., (b) “No person other than those who reside on the premise shall conduct bee keeping operations.” My yard is not conducive to proper placement/orientation of a beehive, but I have been given permission to keep bees at an ideal site (see above). Please consider making the requirement of living at the site of the bees more flexible. With 57% of Plymouth citizens voicing their approval of bees in a 2021 flash vote, I remain hopeful that this ordinance will finally be approved. Please feel free to contact me with any questions or concerns you may have about bees or beekeeping. (Bees are really cool!) Thank you for your consideration! Anne Pierce Ward 3 612-751-2821 126 Co Rd No 6 In t e r s t a t e H w y N o 4 9 4 Co R d N o 1 0 1 In t e r s t a t e H w y N o . 4 9 4 Co R d N o 2 4 Co R d N o 1 0 1 Interstate Hwy No 494CoRdNo6 Co Rd N o 4 7 Bass Lake Rd Bass L a k e R d StateHwyNo 55 S t a t e H w y N o 5 5 Stat e H w y N o 5 5 St a t e H w y N o 1 6 9 St a t e H w y N o 1 6 9 St a t e H i g h w a y N o 5 5 St a t e H w y N o 1 6 9 St a t e H w y N o 1 6 9 Rockfo r d R d Rockford Rd St a t e H w y N o 1 6 9 CoRd47 Co Rd No 47 BassLakeRd Co R d N o 1 0 1 Co Rd No 24 Co Rd N o 6 Co Rd No 6 Co R d N o 1 0 1 Sta t e H w y N o 5 5 Co Rd N o 1 5 Vi c k s b u r g L n K Homeowners Association Map Legend City Limits Open Space HOA Unsure Yes No 127 The City of Plymouth conducted this five question FlashVote to collect input on allowing backyard chickens and/or bees in single-family zoning districts. At the time of the survey, chickens and bees were regulated as farm animals and only allowed in areas zoned for future development, which make up a small percentage of the city. Q1 & Q3 have been removed since they were specific to chickens. 128 Other responses: No need for license Allergic to bee stings. A definite absolutely not. No. One only, if that. My family raised bees. Hives don?t belong in the suburbs. Put hives in lower density areas. Now that West Hwy 47 is being over-developed, I'm not sure where. Depends on the amount of acreage. It would depend on the size of the property. Yes, but no licensing needed I support it but worry about those with serious allergies with more bees around I'm not opposed but if we're trying to save native bees this is not the best solution. Should be limited based on this from UMN: https://www.beelab.umn.edu/bees/helping- bees Only if safe (people have allergies, willing mowing make them angry, teenagers being teenagers) Yes but without licenses. I would recommend they plant native pollinator habitat instead I would support my neighbors having bees without training or licensing fully support bees; do not support training or licensing requirements; creates excessive burden No licensing or training required. OK to get bees. I don?t live in a single family home. 129 I think both should be allowed. Bees are more important to earth than humans are. create a listing of neighbors who would be willing to sell fresh eggs and honey I moved away from the country to get away from the smell and noise of barnyard animals. I do no support the noise and sanitation issues related to bringing them into neighborhoods with closely spaced houses. Even though we probably wouldn't take advantage of this ourselves, I appreciate you considering this! I think it's a great option. Do not allow bees & chickens. Just no Having more bees in the neighborhood is wonderful. Having an abundance of pollinators is so important for gardens and the environment in and surrounding the area. would be okay with city lands having bee hives I would be fine with chickens and/or bees in my neighborhood. Glad to hear that roosters would not be a part of it. I think bees could be beneficial to the overall ecosystem. Having chickens? eh...not sure I see the point there. But, at the same time, if that is what someone wants to do I don't see it being up to me to tell them they can't. However, I'm not interested in having a rooster bothering me. If I wanted farm sounds, I'd move to the country. so, I'd definitely limit that. There are areas of Plymouth that have traditional large lots where such things might work; but all recent housing developments with cookie cutter homes on tiny lots should not be allowed to have such things. The only deterrent is that chickens and roosters are loud. I have small children. I do not want the noise nor the problem of bees near my children playing. Encourages more home activities; great opportunity for children to learn my neighbors can't even do their own lawn mowing, I don't want to see/hear/smell chickens that they stop caring for when the novelty wears off Although it isn't for me I would strongly support any of my neighbors who want chickens or bees. They should be handled like any other pets--deal with the small minority of people who don't comply with the rules but don't block the people who follow the rules. allow it! I would like the ordinances for both to have setbacks from property lines as well as structures on other property. Also, periodic renewals of licenses. Live in a TH Association, this would not be allowed with our By-laws... What are we waiting for? Other, larger and more urban, cities allow this with minimal issues. Chickens are too noisy. Keep any training and licensing requirements minimal I get people's individual desires to have these animals/insects, however this is for rural spaces not cities and suburbs. I LOVE the ideas of bees, for the environment. I don't see the benefit of chickens and worry about their cleanliness/smell; I would be apt to a neighbor having chickens if my kids could visit them. Like this opportunity for families to raise eggs and keep bees Nice idea! 130 Four chickens is not enough to be considered a flock. Why is permit and education required for chickens and bees when it is not required for dogs or cats? This would be a nuisance to neighbors - do not support. Backyard chickens and bees should NOT be allowed within Plymouth. I have seen this first hand in other cities and it was a disaster. Chickens are meant to live in a farm environment for a reason. If someone would like to have chickens or bees, they should move out to a more rural area. The fact that the idea has been entertained this long, is scary. DO NOT ALLOW THIS TO MOVE FORWARD. I like that the City is considering these as we may need to sustain ourselves locally more often. The safety of the national food supply systems appear to have weakened over the past two decades. Great for the environment (bees are pollinators and chickens help reduce populations of bad grubs) and great outdoor activities for kids that help teach them science and responsibility. As a gardener and parent, I'm very enthusiastic! I definitely think Plymouth should join our neighboring cities in permitting backyard chickens and bees, particularly bees as our ecosystem depends on their survival. How and who would regulate to make sure if this happens that people are following the laws and rules. How would you make them get rid of either if they prove to be irresponsible and abuse either the animals or regulations? Do the chickens generate a smell? Would the chickens attract foxes and would dogs/cats affected? That would be a neighborhood concern. I think property lot size it should be taken into consideration. In our neighborhood the homes are so close together I can?t imagine having chickens or bees within a few feet of my property line. And especially given the number of people who are allergic to bee stings, that is extremely concerning. All for Bees, Totally against chickens. Bees in higher density areas could pose an issue for neighbors with bee allergy problems. Chickens would simply be a nuisance. IF my neighbors were not following the ordinance I would expect the city to handle the issue, and not be told that it's best if neighbor speak to neighbor. The time for bees and chickens and livestock in Plymouth has passed. We are a heavily populated suburban community. Neighbors have complaints about dogs. Imagine what it'll be with chickens and bees and perhaps other farm animals in the future. I would not want this in our neighborhood due to the close nature of our homes. I do think these things should be allowed with enough spacing. Not within small lot neighborhoods. Seems like you would need at least an acre of land or more to allow bees and a larger space for chickens. So much depends on the size of the lot. Not sure if my quarter acre lot would really allow to have bees as my wife flowers. A lot will depend on how serious the City would would monitor things with both. While this has become more popularover the years, I think this belongs in a large acreage or rural setting. We regulate the number of dogs/cats and other animals i residential zoning - this would go too far and open up possible neighbor/neighbor complaints. I also imagine HOAs would have to activate in this space and look at covenants. This is long overdue Do it Thanks for asking for our opinion! chickens where I live would attract more coyotes. I'm allergic to bees so no thanks there. 131 If there would be regular inspections and enforcement of rules we would be willing to allow neighbors to have chickens and bees. I'm concerned about odors from keeping chickens. It seems that neighbors often put things such as rabbit hutches close to the border of adjoining properties. So enforcement of putting chicken coops and beehives within proper distance from neighbors would be critical to acceptance of them. It should be mandatory for residents who keep chickens and bees to have fencing around their property to keep neighborhood dogs, cats away and other critters away. I think allowing people to have chickens or bees is great! They are an extension of gardening and being able to feed ones family. While maybe not right for me, these can be healthy and sustainable home food options. Protections would be key; perhaps a requirement for a fence to reduce attracting predators; minimum set backs for hives from neighbor dwellings, etc. Bees are critical to our ecosystem. My parents neighbors have chickens in Rochester. Live in residential and they are a nuisance NOT SUPPORTIVE OF THIS My neighbors let their dogs run free through my neighborhood despite the city ordinance that all dogs must be leashed. I expect they would likewise not comply with the ordinances on chickens. I think the city should allow Think the proposal is too restrictive Too noisy for chickens In this day and age if someone wants to be a tad more self reliant let?s go for it! I would never want chickens near me. I hope my HOA would restrict this. If we allow all kinds of animals, including very dangerous and biting dogs, then we should allow caged chickens and honeybees. Allowing this, both bees and chickens, would be an asset to the community I am not opposed to chickens, but I worry about whathappens to them when people realize it?s more work and mess than they are willing to handle. Love these ideas. I support them fully. I would only consider allowing farm type animas for homeowners that had sufficient acreage, such as 2+ acres. I live in a senior co-op so I have no option for bees and chickens. But I really like the idea of Plymouth allowing interested parties to raise them. We raised both when I was growing up and as an adult. I have heard chickens in my daughter?s Mpls neighborhood, and while I would like to support such an endeavor, I can?t stand the noise. Please don?t go there! But bees, that?s a different story. I say go for that one! It's time we address this. Backyard chickens should not be allowed if the neighbors object. An objection from a neighbor or someone who hears or smells the animal should be enough. Allowing backyard chickens is a really bad idea. Home developments in Plymouth are not a farm. The lots are not that large. Bees in a neighborhood with children and pets (not to mention other humans) is NOT a good idea. We don't live in the country so no chickens please If you open the door to chickens and bees, it would surely lead to some neighbor issues. Just let it alone and it will be one less thing for neighbors to fight about. Absolutely YES for bees! 132 Many other cities have allowed bees and chickens without problems. Good for residents, good for environment and good for the city's reputation -- we can add this to the list of reasons to live in Plymouth. Also appreciate removing one more unnecessary government barrier. Laying hens only. Bees are fine No to chickens but yes to bees given how important they are to the ecosystem and their dwindling numbers due to pesticide overuse. The people who are thinking chickens would be fun, have no idea what is involved. This seems like a win for the city and community. Pollinators are needed, and chickens help to reduce pests. I fully support this and believe that the city setting ordinance based on this would help to ensure proper care and treatment of these beings as well as safety of the community at large. For bees, consideration of offset to property lines is a must to make sure it doesn?t creat an issue where the bee hive and therefore bees end up making someone else?s property unusable Do not want to hear chickens crowing at 5 am, like you hear in Mexico, I know of a couple of people who have a serious allergy to bee stings. Nope, have at it. Perhaps they should live in the country if they want to be farmers. We have enough trouble with barking dogs, owners not picking up after their dogs, etc. Neighborhood notifications would be nice so if there is an allergy in the family folks could be made aware. I have no allergies and fully support this change to the zoning. Get real. Most people aren?t responsible enough to handle chickens and bees in city or suburban settings. I am shocked that anyone ever thought of illegalizing hens and bees in the first place. Roosters, that I get. Consider allergies to bee stings. Consider any enforcement of making sure the chickens are being taken care of humanely. Keep AS IS I don't currently have a backyard so I would not be able to own either chickens or bees, but in thinking about my future home, if Plymouth were to allow these then that would be a favorable factor when considering location. If managed properly through the education requirement and licensing chickens and bees would not adversely change a neighborhood. Bees could be a danger as kids might instigate them and get hurt. Chicken feathers always fly to neighborhood areas and hard to get rid of them. I live in a townhome association. The chickens and bees would have to be kept on our common property. Not sure how the city would enforce ordinances . Seriously! Turn us into China at the same time so you can more easily transmit bird to human viruses. I don?t think you need training for bees and chickens, we have chickens and had no training, they were great No chickens or bees on residential property please. I think lot size should be a factor in approval. If you live on a rural lot (multiple acres) I'd support chickens or bees, but a standard 1/3 acre residential lot would likely cause issues with neighbors. I'd also like to see the permitting process require approval from neighbors. 133 I think chickens are more containable and could be less of a nuisance. I would like bees....but do not know enough about them to know if they can be a nuisance in a city environment and would not want to lose the ability to hang on my deck or cause that issue with my neigbors If people want this in their backyards - does not bother me. Personally, don't want to take care of them, but definitely supportive of others. I love the idea of both! We likely wouldn't get them, but I would support others who felt up to the task! Please allow! Do NOT allow back yard chickens. Do NOT allow back yard bees. I am allergic to bee stings. No way. Chickens and dogs you are asking for trouble. Eggs are about $1.30 a dozen. No chickens. We have a hard enough time with neighbors and their gardens attracting pests and rodents. Chickens can help keep snake populations in check which we have a major problem with on our property. We fully support both chicken and bee ownership for residents. Both need laws to limit negative impacts to neighbors. Hens still can make some noise and smell, and having bees around can be problematic for those allergic to their sting. My other half will simply not spend much time outside, which is not necessarily right. Bees are bae My neighbor is exactly the kind of person who would love to have chickens and bees...he cannot be trusted to bring his trash can up from the street for 3 -4 days after trash service. Do you think he?ll keep up with a chicken coop or keep an eye on how things are going in his back yard? This is a disaster waiting to happen, please don?t allow this! Only concern--chickens, would there be a bad odor, Bees--concern of them getting loose and stinging people/pets I think this all sounds very cute and homey for the people in older parts of Plymouth, but I really can?t imagine it going over well with the expanding New-Build population. I?m a pretty open-minded person but I really am not into this becoming part of suburban life - absolutely NOT the chickens. I live in a townhouse so I'm pretty sure the association would not allow either. Reasonable limits is one thing, but I hope Plymouth doesn?t make the process of getting approved to have chickens reasonably complicated or expensive! I grew up on a farm. I really don't feel that farm animals belong in backyards. I think people might like the novelty of it but then might become negligent and not take proper care of them. It takes a strong commitment to raise bees and chickens. We raised both and I had many beestings as a kid without provocation. Again, don't think it is a good idea for city size lots. Thank you for thinking about bringing the city in line with other west metro cities. With viruses jumping species, the whole point of living in cities is to be away from animals and zoonotic viruses. Moreover, chickens make a lot of noise, dirty yards and can spread bird flu and other viruses. let those who want to raise chicken or bees buy a farm. this is a thin edge of the wedge, what next cows, pigs? I think of space and quality control, especially when it comes to sanitary conditions for a chicken coop and proper disposal of waste or taking care of a hive when the owners leave the home. 1. Statistically, will only people who love or hate chickens or bees respond? 134 2. Medicine Lake is choking to death; plastic bags are choking French Park; our drinking water contains microplastics; and we're asking about chickens? Really? These are bad ideas where people have at most 1/3-1/2 acre lots. If people who live in areas with bigger lots want to do this, so be it. But in nearly all Plymouth neighborhoods, you can't escape the smell, noise or eyesores coops and hives will be in your next door neighbor's yard. My vote is a vehement NO for both chickens and bees. I think there should be a minimum land acreage to have chickens and bees. I would support homes having them as long as there was a good amount of space between homes. Maybe impose a 1 acre minimum for example. Bees and chickens are great for the environment! If someone wants chickens/bees I highly recommend moving to a farm. This is awesome and so important to help plymouth families be more self sustaining and help out environment! Thank you! Would love to see both of these approved! Absolutely NO to chickens or bees in single family residential areas. We move into these neighborhoods because of the farm free setting. They should be in rural areas only! No, no, a thousand times no!!!! I do not support. Have had problems with illegal chickens in the neighborhood in the past. I would think a town with bees and chickens would be a charming place to live, and the bees in particular are good for all the plant life. Very slippery slope as far as people being careful to follow "rules" etc. Chickens should be based on acreage. The more bees the better. Chickens will help to feed the the hawks, fox and coyotes. People can move out to the country if they want farm animals. They have no place in the suburbs and will only serve to cause disruption and decrease property values. I must be very careful around bees as I will react to the sting. But I do think there are areas in Plymouth where bees can be taken care. Example is the city property near the Luce Line trail west of Vicksburg. Houses that have associations and covenants should not be allowed to have either. I would support a communication effort to promote widespread community understanding of the safety measures put in place to allow this change to happen w/o negative, unintended consequences (if there was training and ordinance following as suggested in the survey). Many people do not support this change because of information/"knowledge" that may not be accurate. I?m not sure who to report to but a neighbor has roosters. I have lived in a suburb prior to moving here where my close neighbor had 4 beehives. My flowers and vegetables thrived as never before. I am strongly, 100% supportive of allowing chickens and beehives in Plymouth neighborhoods. I see it as a positive for our community on so many levels. Voting yes to this initiative shows prospective residents that Plymouth leadership makes educated decisions. Neighbors currently don?t follow city limits/restrictions for other pets (dogs, cats) so limits for chickens and bees will not be followed. How will the City of Plymouth monitor and enforce? I love this idea! Even if we couldn't have them, our whole family would love to know there were chickens in our neighborhood! I live in a townhome, so this would not likely affect me. Live on a hobby farm with acreage if you want chickens or bees. Bees could migrate onto another?s property, but I recognize the importance to the ecosystem. Hens- not sure I would like the coop visible- unless lots of codes for appearance and upkeep, could be bad for property values of neighbors. 135 as long as neighbors following reasonable city guidelines - we should afford them flexibilities in a home they have purchased Can I have a clothes line in my yard? We can?t even get our neighbors to keep their dogs on leash and not poop in our yard or jump on our children. I don?t trust my neighbors with something more wild and loud with potential for more nuisance. If people want a farm they should live in the country not in Plymouth Bees and chickens on large properties away from homes yes. On .25acre properties no. Should be allowed These are two very different animals. I think it is stupid to consider them under one heading. How about elephants and ants. What is the policy there. I nearly died as a child from bee stings in 50s plymouth oppose chickens and bees in suburbia With chickens , it becomes a noise and manure issue. Bees are good for the environment. There is no way to keep bees in your own yard and out of your neighbors space. Chickens are noisy and smell. If you want to raise chickens you should purchase a hobby farm with acreage where chickens can be properly kept away from your neighbors. Chicken feed, straw and waste bring in rodents, raccoons, weasels and other vermin into the neighborhood. I don't want to smell them on a hot, humid day while I'm enjoying a BBQ with my family. I moved to the city and expected not to be around farm animals and the waste they bring with them. Let's keep Plymouth clean. Please don?t do this. I think it would be great to add chickens and bees back into our landscape, as long as steps are taken to ensure they don't turn into a nuisance. I support both of these ideas wholeheartedly. A push for bee-friendly lawns/yards would be a great thing to pair with a new ordinance on bee-keeping. Nobody needs a license to have chickens. We can always report to the city if we hear roosters. My family has a bee allergy - hell no we don't want anything that could make us go to the hospital. I would not chickens in my neighborhood. THIS IS NOTHING SHORT OF DISGUSTING!! IF EITHER ARE DESIRED, MOVE OUT AND AWAY! SOON! A license? Really? More stupid government oversight. For thousands of years, people did not need licenses. It's just a way to grab more money! Can you just let people be? That being said, I do expect proper management of chickens. But then again, I come from a generation where people applied COMMON SENSE and gentle guidance for concerns. But you're not going to listen to me anyway. How will the city regulate bee/ chicken owners? Follow up to make sure regulations being followed will be key for owners and neighbors. Just don't do it! I would love to see this pass, we should be permitted to use our yards to benefit the planet! Buy a farm Who will be tasked to inforce the regulations? From where will the City probably otherwise needed sources pull? In my opinion already enough time wasted on this subject because of some Parents that are bored out of their mind. I love the ideas of chickens and bees in our community. Bring them in! We have lost prime habitat for many species as Plymouth has developed. Small corrective measures like these are to be encouraged. 136 The very definition of urban or suburban is that it is not rural. The very motivation and purpose of paying the cost of a suburban home site is for it to be not rural. Those who chose rural ways must move there. (We have bees, and they are not kept but do their work anyway.) would love if all publicly owned land had pollinator plants, would love buying local honey and eggs from neighbors Bees are a potential threat to the immediate neighborhood especially to kids. Chickens will be a nuisance. 4 chickens is too few. Should be up to 6 or even 8. Bees are critical to human survival. Chickens are not. Plymouth residents can not even manage controlling their dogs let alone control bees or chickens. I would like to see Plymouth do more to stop loud barking dogs. Maybe limit the size of dogs to small dogs since the large dogs are the loud barkers. Please stop the barking!! Please no! I am a big supporter of micro urban gardening. Chickens and Bees are essential to this process. I was taught how to do this by Dr. Kim Fox (Kimski) from Chernobyl. She is a biologist whose job it was to restore decimated soil after the nuclear accident. She taught micro urban gardening in Tucson Arizona and PBS sponsored her 110 mile bike trek across Europe to collect heirloom seed. These are great ideas at helping residents be self-sustainable. Additionally, bees are so necessary to our ecosystem- what great ideas! I hope they are approved. I am concerned about bee stings affecting people and pets. Look to other neighboring cities who have this in place for tips on how to roll this out. We do have wildlife that may wonder about having a chicken dinner, but this is no different from what chicken ranchers face on a regular basis, and they have the proper shelters to keep them safe at night. In most cases, people should be allowed to do what they want with their property. Less government regulation is better. I think it is a great idea. Bees are a critical resource; most of our food depends on bees. I'd encourage any action that was for the betterment of bees. If people want chickens and/or bees. Move further out from the city where you can have more acreage between you and the neighbors. Plymouth should align with neighboring communities to allow chickens and bees. This initiative is not acceptable in an urban environment. I think Plymouth should also allow any kinds of "farm" animals to be kept as pets (not for slaughter). These would include goats, sheep, small pigs, and miniature horses. But, I think Plymouth should ban any new pit bulls as pets. They are just too dangerous. I also think Plymouth should ban invisible fences for dogs. People walking by have no way of knowing that an invisible fence will really restrain an aggressive dog. Many other municipalities allow bees and chickens. There?s no reason for Plymouth to not follow suit. Density of operations should be regulated,as well as size of individual operations. Chickens often come with a rooster. And roosters are an unmitigated nuisance. They don't just crow at dawn--they crow all the time. Friends of mine, in a northern suburb that allows chickens, were annoyed by day and kept awake at night by constant crowing from a home several acres away. Attempts to come to an amicable understanding between neighbors failed. Complaints to the city failed, as the neighbors were within their legal rights to keep chickens, and didn't care if they bothered someone else; in fact when their rooster died, they 137 promptly got a new rooster. My friends eventually sold their house and moved in order to get away from the rooster. (They made sure to move to a place that didn't allow chickens.) Bees could be problem if near foot traffic. Trails roads This is way overdue! Both raising bees and chickens are beneficial in so many ways, and we are behind many other cities in allowing this. Arent there enough issues right now. Why is this an item to vote on? Is downtown Mpls fixed? Lets get that to be safe. Farms are for bees and chickens not houses in town. This is embarrassing that Plymouth would even bring this up in a pandemic. I do not support backyard chickens or bees at all! I am 100% on board with Plymouth residents having chickens and bees. I don't see any problem with this, and raising chickens is getting increasingly popular. Given the decline in honeybee population, I would be very supportive of having honeybee hives. I think this is a wonderful idea!!! The city needs to have a plan for how residents can complain about issues and who will the city send out to investigate. The residents need to see final guidance info before deciding for sure if we want this in out city/neighborhoods. Having chickens would likely call in even more fox and coyotes than are currently in the area. They are already prevalent and gaining more aggression as time goes on. Inviting more in could result in injury or fecal related illness to domestic pets, or worse, young children. Such animals belong on farms in rural areas, not in the suburbs. More government regulations trying to control the populist. Training for 4 chickens. What a joke... I believe that the city and the suburbs are not the place for farm animals. People who would like to raise chickens or bees have the ability to move to a hobby farm or out of the suburban rings. People who choose to raise chickens and bees take rights away from neighbors by luring wildlife closer to our homes, bringing rodents closer to our homes, causing property damage with displaced bees making hives where they don't belong, and anaphylactic reactions to those allergic to stings. As a gardener, I am all for pollination. I do not want an aggressive, non-native pollinator to be supported in my yard. Move to the country if you want a farm Subject to prior training and permitting, I have no problem at all with this proposal Personally, I don?t want to smell a chicken coop or get stung by bees. Those activities seem better suited for an acreage or hobby farm. Also, there are a lot of people with severe bee allergies and there is no way to contain flyng insects to the bee keeper?s property. I would approve depending on location and lot type (as in large or wooded) I believe that chickens and bees belong on properties larger than those found in Plymouth. In addition, there will be additional administrative costs for monitoring that people are abiding by health codes etc. and I don't want to pay more taxes for that. I worry especially about the bees as my mother, father, and sister all have anaphylactic reactions to beestings which means that I am highly likely to develop the same deadly reaction. I know that honeybees are not aggressive, but just having more bees in the area increases the danger-NO thanks. Our Parkview Ridge Homeowners' Association does not allow keeping chickens of bees. My biggest concerns are noise and odor from chickens and the safety of pets and children and even adults with regards to the beehives. However I am open to learning more about how these types of animals/insects can be managed safely, quietly and odor free. If either of these were to be mismanaged by neighbors, how would it be handled? Would there be limits per block or neighborhood? This seems to be much ado about not much! 138 My neighbors don't even keep up their yard, how would I trust them to take care of chickens or bees? So long as it was not an eyesore, I'd have zero objection. In fact, it might add a little unique interest to the neighborhood. I live in a condo so cannot have either chickens or bees, but I fully support persons in single family homes having them. Our neighbors already have chickens and they a nuisance Please allow chickens and bees! I know other suburban cities in MN, for example Mendota Heights, allow chickens. Maybe Plymouth could look in to how it is working for them, get a copy of their laws and regulations, implement them here, and make changes as needed. I believe even NYC allows bees, my relative who lives there has a hive on his roof which is allowed. Don't do it Family member is deathly allergic to bee stings. This could be devastating. Concerned about safety of our cats. In the case of chickens, I would be concerned about the odor. Chickens can go feral ... check out Miami chicken busters ... Extremely supportive of bees. Our pollinators need all the help they can get! We need to stay progressive and keep up with neighboring cities. Others all around allow chickens, we should as well. All for it! While I don't think the city should legislate all things, I see this being more of a nuisance issue rather than a valid reason to have bees and chickens. Please allow chickens and bees! I'm all for both as long as done responsibly. CHICKENS.....This information may be available...... Where are supplies delivered and stored,? Are there requirements as to how to move the manure from back yard to the street? How permanent would the water source be? Could there be more than four during the switch over from older to younger chickens. I think a good number of those interested have a romanticized version of "having a few chicks." When that is realized, there could easily be an uncaring permit holder and a disgruntled neighbor. Too many variables, DON'T WANT CHICKENS IN PLYMOUTH. BEES.....are ok if permit regulations are very SPECIFIC. Seems like a good thing to allow! Bee keeping I support. Chickens would be messy and noisy and I wouldn't want to live next to that. Who would enforce the regulations? Policing of smelly chickens could be a tricky problem. Or bees deciding to make a hive somewhere other than their designated hives. Bees and chickens take more maintenance than most people are willing to put in. I think it is a wonderful idea to allow chickens and Bees. Chickens would be nice now, especially in these difficult economic times. Bees would certainly help our environment especially with their numbers dwindling. I think its a wonderful idea for Plymouth to be proactive with chickens and bees. Wiith education I see it as a win win. Wonderful for the families having them and great for our environment. I'm all for increasing pollinators in the city, and I have no problem with people raising poultry. My instinct is these are not typical "pets" but maybe there could be a minimum size lot for this. Say 1 acre or more. 139 Bees are not contained, they will come to my house to and in groves, if a hive is nearby. I have enough trouble with bees each summer around my house. Chickens are the same, they are noisy, and cannot be trained to be quiet such as a family dog, and they are dirty. Who would be making up the ordinances? Can associations over-ride the city ordinances to not allow it? What is the time frame for establishing the new ordinances My family is excited about chickens! We're hoping to maybe get some next year if passed, due to start up costs. Plymouth WAS a rural area - it isn't any longer! We already have challenges to our suburban quality of life including weak and ineffective dog barking ordinances, adding the nuisances of chickens and bees would make things worse. Buy your eggs and honey at the local grocery store, and plant bee-friendly flowers in your gardens! If you want to do-it-yourself buy a farm elsewhere. not supportive of this 'farm' setting in the city. I think this is great! Bees would be beneficial to neighborhood gardens, fruit trees, berries, etc. I?m less worried about what people do on their own property than what city, state, and federal governments do with money from others. Plymouth leadership is not representing their constituents when you jack up our taxes while putting people out of work by closing businesses and building $50m playgrounds for seniors despite having Lifetime next door. If I catch the neighbors chicken pooping on my car, can I invite the chicken to dinner? If allowing either one, resident must have at least five to ten acres. And, chickens are smelly! People always complain about coyotes. Coyotes would love a chicken dinner! My only concern on bees is to make sure that they stay in their hives and not try to make their home at my house. Highly support. This is a no brainer. I am definitely against allowing chickens or bees. I fully support the bee keeping. However, chickens are another matter and I don't have enough information about chickens to decide either way. Lots in Plymouth are not large enough to have farm animals without impact on neighbors. I think chickens are loud and dirty. And my neighbors are not qualified as beekeepers. This is insane. I have kids that are allergic to bee stings., and we already have enough bees flying around the neighborhood. And why do I want a smelly chicken coop next door? I can't believe you're actually considering this for a handful of people who what this. What happened to majority rule? When you get half the people of Plymouth asking for this, then fine.... I think both are a great idea and would constitute a good service for Plymouth residents Great idea - hopefully the chicken allowance is chickens-only, not including roosters. Licensing and training would be important I live in a condominium development. Is the City considering whether bees or chickens would be allowed for multi-unit housing complexes? I think the city should do everything it can to support bees with appropriate guardrails in place to protect ppl with severe allergies. It seems the food supply is VERY dependent on our bee populations. Chickens make lousy house pets. As a former chicken owner I'm concerned with the health and safety of the animals. Coops must be safe against predators (including other neighborhood pets), owners must have good plans for handling manure, providing water that's available (not frozen) and how they will keep the chickens from free ranging off their home property. The City may also wish to 140 specify whether chickens may be kept as house chickens as this may be how some Minnesotans plan to keep their chickens safe during winter months. I support keeping of bees but not chickens There is absolutely nothing wrong with having chickens or bees in a suburban setting There should be good options for those wanting chickens and bees. People are free to have dogs and cats even with all the risks to people and the environment posed by dogs and cats. If they are allowed, I think there should be a minimum acreage. It should not be allowed where houses are right next to one another in developments/neighborhoods. Maybe out ?in the country? where the lots are an acre or more. If people want chickens or bees they can move to a farm. I strongly support the keeping of bees within city limits, and have no problem with the keeping of chickens either. Maybe there needs to be a setback from the property line for coops and hives. That way, if the neighbors have a swingset or pool or something on their property edge, it would not abut a coop or hive which might be bothersome. I believe the U of M has some type of beekeeping outreach, they might be a good resource for the council. J. Steen Bees in more rural settings but not in backyards where there in less than 200 feet of property line. Let people live their lives. The city is not a dictatorship. I fully support this and feel it contributes positively to our ecosystem (bees) and to our residents? self sustenance. Are used to live in Minneapolis, where homes are much closer together than they typically are in Plymouth, and if keeping chickens works there, there?s no reason it shouldn?t in Plymouth. I think chickens and bees should be allowed as long as they don't interfere with the neighbors. Well look at Plymouth trying to get all progressive, it?s about time! I am concerned about the noise and the possibility that fox and coyote would be more prevalent causing a safety issue for small pets Please do not allow these animals and insects in the city limits. The mess will bring down property values. If people want to play farmer, please move to the country. People are misinformed about honeybees. I think this survey could be a teaching moment. https://www.npr.org/sections/thesalt/2018/01/27/581007165/honeybees-help-farmers-but- they-dont-help-the-environment I support both wholeheartedly. In particular, pollinators need all the support they can get. People are way more likely to be stung by wasps than honeybees, which are not aggressive unless harassed. Encouraging residents to plant native plants, skip the removal of leaves by mulching them, and do a better all around job of education on the merits of naturalization. That will bring in more bees. The chickens are on their own :-) I?m ok with it I lived next to a place with chickens and they woke us up every morning, super early. Annoying. Chickens YES! Bees, please follow the science. Xerces Society has a lot of resources. If we want to have bees to help with the crisis of pollinator loss then we need to focus on native bees. Hive bees compete with natives for food so aren't necessarily a good solution. We'd all be better planting native plants and flowers to help native bees regain habitat. I'm happy to talk or testify if this helps. I'm not opposed to bees but strongly ask that we do what's best to protect our native bees which are at risk. If chickens and/or bees were allowed, the size of the lot should be included. For examples. a lot must be larger than 1/2 acre to allow chickens or bees. 141 This is a very bad idea. No amount of independent training, a licensing process or ordinances would be able to avoid the problems this could cause. Keep farmland, farmland and lots for homes, lots for homes. no reason not to allow Approving these would be great! This would be great. My husband talk about this all the time. We have a huge back yard that would be appropriate for a small area for chickens without bothering and neighbors. Only downside I know of for chickens is noise from roosters. I'm not educated enough to know other concerns. Bees sound scary to me, but also necessary so I'm torn. Maybe they'd be better in a park away from trails No, but we should talk about bee-friendly insecticides and pesticides being used, maybe city ordinance for city-workers they can only use those types of products? Yes, please allow bees and chickens! I am very much in favor of this! No chickens! Chickens are farm animals, Plymouth is not a "farm community". Considering that we are in the midst of a pandemic and that poultry have been a concern in other disease outbreaks we don't need to bring them into the city - closer to the general population. A couple of chickens are ok. People need to make the pens look nice vs patch work crap. Independent beekeeping should probably be limited since according to U of MN, honeybees compete with our native MN bees. More information should be gathered first. Source: https://www.beelab.umn.edu/bees/helping-bees We have a growing crisis with our shrinking bee population and the valuable service they provide, namely pollination. Anything to encourage more honey bees in beautiful Plymouth, MN is fine with this Plymouth Household. Lee H. THANK YOU FOR DOING THIS!! I've been wanting both chicken and bees and when I saw they city didn't allow them, was looking into how to cut that! Yes to chickens &bees!!! Maybe allow on properties above a certain square footage/acreage and a certain amount of distance from any neighbor. Review ordinances around native flower planting especially at boulevards to support rain waiter runoff in sewers as well as pollinators I fully support having chickens and bees in Plymouth!!! Let's do it! As a city, we should be doing everything we can to support more local food production. I'm all for this! Chickens are for farms. If you want farm fresh eggs, support a local farmer and buy from them. As for the Bees, offer limited Permits for public spaces within the parks and/or Dog Parks. We don't need Bees in backyards. It?s nice that there would be a requirement to get proper training. It would also be nice for there to be some type of follow up process to ensure the bees? and chickens? safety and proper care maybe a year or two after a permit is issued. The main reason why I would?t be getting bees or chickens is because I live in a townhome community. No bees! Please We need bees!! Our apple trees have never produced fruit:( Being allowed to have either/both would be amazing! I hope the cities does allow this opportunity for the Plymouth residents. maybe neighborhood quotas/maximums? 142 Survey doesn't address those living in non-single family dwellings. I'd be fine if my near neighbors had critters. You would be making a number of families happier to live in Plymouth. With friends in other Twin Cities towns having chickens, it feels like Plymouth is missing out. It is not a good idea to allow backyard chickens and the keeping of bees within the city limits. These are two situations which can open up so many issues and conflicts with neighbors and within neighborhoods. There will be health dangers and sanitation issues. Then the city of Plymouth will find itself in more complicated situations involving chickens and bees. Currently some Plymouth dog owners cannot even take care of their pet dogs. Some pet dogs are left to run unleashed. Some dog owners do not pick up their dog?s feces. These dog owners are choosing to ignore current city rules. One can assume that some chicken and bee owners will also choose to ignore city guidelines and rules for their chickens and bees. I think this is good for the environment and won't be a problem for other residents, as long as guidelines are followed. The noise and smell of chickens would be a huge drawback. Regarding bees, we need more pollinators anywhere we can get them, since their numbers are seriously declining. The city should also plant more pollinator friendly gardens and not mow as much (to help bees/butterflies and also to reduce carbon emissions). Ummmm. Let?s not get silly like Minneapolis and have backyard chickens. Who?s hairbrained idea was this? Lord, aren?t there other areas the city could spend their time on? Will people be notified if their neighbors are having chickens/bees? Can we also allow one cow/calf pair? No bulls of course. :) I would just make sure the homeowner has enough space. I would love to have bees, but my lawn is very tiny as the rest is a marsh. I too would like free eggs and honey, but in reality this is a terrible idea. The first time a chicken gets out and causes a car accident people are going to be asking why they are allowed in neighborhoods. These things are just a million incidents waiting to happen. I'd love to have chickens and bees, but I realize my neighborhood is an inappropriate place for them. Please really think about the downsides to this. Sounds like a fun idea! This pandemic has made the need to grow/raise your own food even more important. The point of this would be allowing Additional independence of property owners Not Creating a money pool From licensing. Our neighbors have illegal chickens right now and they are ridiculously noisy, especially the rooster. All we need are more of those stupid things...not! Additionally, they are very upsetting to my dog who would likely kill them if he had a chance. As for bees, not in a neighborhood. My sister is extremely allergic and literally could die if stung. I want her to be able to be at my house/yard in peace and safety. Chickens, noisy, smelly, draws predators Strongly in favor of chickens. I like the idea of beekeeping in theory but worry that having more honeybees with drive out native pollinators who are already struggling and ruin our natrual praire habitat and endanger native plants. We do not have the space in our yards for hens or bees and I see the need for keeping them to be frivolous. Just wait until the owners fail to be responsible. The what will you do? I?d permission is granted it will require oversight. 143 So happy the city is looking at this! We would love to raise chickens and have fresh organic eggs! And we need more Native honey bees! Please make it happen! As someone who grew up on a farm I can definitively say that chickens and bees would rather live in the country. And so would geese and ducks, which is why we should do away with the plethora of ?wetlands? in Plymouth that could be re-landscaped as green spaces and parks for humans to use and enjoy. I don?t know enough about chickens to feel strongly. I am in strong support of bees. There should be considerations for households with certain allergies. What an excellent idea! I think this would be great for our city. As long as the chicken and/or bee keepers are considerate of their neighbors, and are making every effort to ensure the chickens or bees are very well cared for, I have no objections. Why not if there were chickens our dog would go nuts everytime he was out. Neither I nor the neighbors would appreciate that I support the draft ordinances I have seen. I would like to see the chicken coop/run area be larger than 120 square feet. Smaller spaces could lead to behavioral issues even with only 4 chickens and would not provide sufficient space to separate any birds if needed due to illness/disease. no thank you chickens are for the country not the city Please, no chickens or bees. Inherently, this opens the door to unsightly structures and many other issues I would like to know more about the bees first. Do they sting? Would my children be at risk? How far away from the hive do they fly? Need more education to decrease my fears. Bees and/or chickens can be no more of a nuisance, and probably less, than barking dogs. I doubt many people would choose to have bees and chickens ANYWAY as they are a lot of work and a large expense. However, I believe people who want to have their own healthy source of eggs and honey should not be prevented from doing so. I also think by allowing beekeeping, we as a community can help do our part in combatting colony collapse. And, if the city of Minneapolis allows backyard chickens, it is curious that Plymouth does not, especially in neighborhoods that have larger lot sizes. I like this idea. I never expected these questions! It's about time! If chickens are allowed they should be only with acre plus lots only. I would love to have chickens, but we currently have a pool. I fully support my neighbors having chickens. This will cause more diseases and unnecessary health risks involved Family members are allergic to bees. One older lady in our family is very allergic to bees. Plymouth needs to be a "bee friendly" city and prohibit the use of neonaticide pesticides. 4 chickens limit us too low. I'd say 10 is a better limit. Once it starts it is hard to reel it back. Bees are super important, so I?m excited to have the option. As long as the chickens are a nucence, I?m ok with allowing chickens. Bees and the new bee keeper needs to join a bee club and or take classes at the U of M bee lab. New bee keepers would need to learn how to keep bees and all the equipment that needed and hive placement etc. We need bees! Are you kidding me? Sorry, but I do not believe that people should have bees or chickens in the city. Our yards are way too small and close together for that. Seriously!! It's difficult enough to get people to take care of their dogs! You are asking for all kinds of trouble if you 144 allow farm animals in people's back yards. If people want farm animals, they can move out to the country. What are you thinking??? Again, as long as no roosters are around to wake my children up the moment the sun comes up, I see no issues with neighbors having chickens or bees. Might be useful though to limit the amount of bee hives per area. Ex. We have 3 additional neighbors on one corner, that could be up to 8 beehives right next to each other. I think it's a great idea to allow both chickens and bees. When I really hope both of these pass. It's been a long time coming. Thanks! Really oppose backyard chickens. Have heard a lot of bad stories in Minneapolis. Bees maybe. Would need more information. Our HOA would not allow this, but I?m happy to support those that might be able to do this in Plymouth. We?d love to get fresh eggs around here instead of driving to other cities. Enforcement of following the number of chickens and bee hives could become an issue. Houses are to close together Please do not offer this within Plymouth city limits. We are near enough to larger areas of land ownership that people should consider their farming lifestyle before choosing a suburban environment. Approving this would make me consider moving out of Plymouth all together. Yes to bees! Maybe no to chickens. Chickens are a nuisance and make noise. Do not allow chickens in Plymouth. If you have been to Kauai Hawaii you will see what chickens can turn into. Chickens...no problem. I wold;wamnt bee hives to be a significant distance form my property to prevent my getting stung. I'm not sure what that distance would need to be, I am strongly in favor of allowing chickens and beekeeping. We need to encourage people to interact with nature, we need to encourage people to nurture the environment. The city should also not stand in the way of people who wish to exercise their rights to cultivate their own food on their own property. As long as ordinances are enforced and people are compliant then I don't see a problem. I encourage the city to adopt this. Do you think I want to look at my neighbors chicken coop across my backyard? Go live on a farm if you want chickens. Some worries about curious children, pets...maybe adults and how this might be handled. I am allergic to bees. Not too thrilled if a neighbor would have bees. 1. Coops will need to be a certain distance from property line and regulated size and construction, I hope. 2. City should also up its education and acceptance of projects that promote NATIVE bee populations (which are threatened) and ensure kept bee hives do not put such populations at risk. Chickens are noisy and I'm severely allergic to honey bees so not a fan of this. My neighbors already have too much ?stuff? in their backyard! I can only imagine the mess a chicken coop would add. As far as bees, I am just not educated enough on the safety aspect to make a thoughtful decision. I would be in favor of it if deemed safe and good for our native plants & environment. I am so happy to see Plymouth considering this and hope they allow chickens and bees. I absolutely support this. I think it's an excellent idea to have chickens for fresh eggs and bees for pollination. I would have chickens if I wasn't a renter I don?t trust my neighbors to keep them on their property! 145 I?m deeply concerned that this conversation is taking place without considering the ill effects from improper livestock keeping. We?re in the middle of a pandemic. I?d hate to see another pandemic spawn from urban and suburban areas housing chickens. Need to allow enough space for both to live well. Spaying of chemicals (herbicides and pesticides) would need to be reduced or eliminated for the safety of bee colonies. I don't know how bees could be securely contained in a neighbors yard I'm allergic to bees and I would be very afraid of being outdoors with bee hives nearby. I don't think chickens belong in cities in backyards. Please don't allow chickens or bees. Thank you. Thank you for asking We try to plant pollinator friendly gardens. Why not have people benefit from having the honey bees. If considering can there be a lot size requirement? I?d be very unhappy if neighbors put anything close to our yard. If allowed, there should be requirements for the size of your property. Most neighborhoods are way too tightly spaced for chickens and bees!! Bees are good for the inviorment Not a good idea!! Someone will not do what they are suppose to and someone will get hurt. Property value will go down. Such a great idea to allow people to be able to feed themself and connect back to the basic of food production. Even it?s a small step, but it has many other angles to consider; e.g. it compliments backyard gardening in a huge way, it?s a great education for young generations in many ways....drawing them outdoor, teaching them about food source, etc. All in all, keeping chicken and bees promote healthy community! I think both should be allowed. I like the idea of allowing this I used to be a beekeeper many years ago, I wonder how you can control this. If almost all neighbors had two hives of bees that could be a problem for those that don?t appreciate bees. Bees don?t stay close to their hives during warm sunny days!!! Don't make it bureaucratic. People are smart and can handle having either or both of these without the city getting in their business. I live in a townhouse so I can't have chickens, but if I had a single family home with a yard I would definitely want them! Plymouth has built too many houses on small lots, there is no space for bees and chickens. If people want they need to buy land and move out of the residential area. Plymouth is also a family community with many children, seems to be a risk to our children to have bees that sting and chickens in close proximity of kids. I also would like to see the city working harder to get people to replace lawns with native plants. Is this a joke? where is the equivalence between chickens and bees? This is no longer agricultural land use....no chickens. We were able to this in Golden Valley when we lived there before moving to Plymouth. It is time that Plymouth gets more current with the idea of a more natural way to get food sources. Especially eggs. But there should be a limit, two chicken and 1 maybe two behives. 100% back this ordinance. I?ve known several people to safely and respectfully raise both bees and chickens in suburban neighborhoods, while being courteous of their neighbors. Benefits include: home business opportunities, environmental support (bees), educational opportunities for kids, food benefits, among others 146 We don't support chickens in residential areas. People allergic to bee stings could be impacted by neighboring hives. I think allowing people to do what they want within reason is a great idea. If people want to raise chickens and bees, i say they should be allowed and encouraged. I fully support this!! Appreciate the limit of 4 chickens, but this is a growing trend in the area and would like Plymouth residents to have the option to participate. Don't reinvent the wheel. There are plenty of communities that allow either chickens or bees or both. Check out as many as you can (not just one) and use their experience and regulations to model Plymouth regulations. Make the regulations reasonable. And make sure to give weight to informed opinions rather than many of the knee-jerk, uninformed opinions that we see on Next Door and Facebook. Great you are listening to a very, very small population of the community. Would love focus on speed, traffic and pedestrian safety - follow nextdoor to see all the threads. Walk along 101 between the elementary schools and see how safe you feel. Great idea! Don't love the idea We already have more than enough domestic animals. I?d love to see Plymouth allow Honey Bees, they bring so much to the community. I truly hope Plymouth allows this so more bee keepers can help support the bee population, this will encourage flower growers, gardeners etc. I keep bees in St. Louis Park in the 60s and 70s. we had no issues with the neighbors although we kept the hives 50 feet from side and rear property lines. I think the set backs are important. I have also worked in land use zoning and enforcement for over 35 years. We had 100 foot setbacks for livestock. Also, a waste plan should be submitted by the applicant. Bees should be encouraged Less concerned about chickens... bees make me nervous with little kids in neighborhoods. If people are allowed to have chickens. There should be restrictions in place for how large the yard must be and how far away the coop must be from the neighbors homes and property It is so thrilling to see that our city is taking steps towards allowing residents to expand their animal ownership options! These types of changes increase our quality of life, reduce our negative impact on the environment and help to preserve the nature within our community!!! I support as long as the rules are followed and the chickens are treated humanely. I?m not very knowledgeable about either, and would need more info, but the chicken thing definitely does not sound good to me, even without knowledge, Chickens can be noisy. I don't know how you prevent them from disturbing neighbors at 500 am All of these may be ?wonderful? in a rural environment ~ although not in Plymouth that also has so many parks adjacent to private homes ? where ?possibly? these birds ? and bees ? could fly away into ? Thank you for saying no roosters! Chickens are great though. We would consider getting some ourselves. Proper training is a must so the correct cold weather breeds are chosen. We don't want the poor things suffering in the cold if they can't handle it. I do have a concern of attracting more predators. Would correct safety measures be covered in the training? Assuming reports are correct that coyote sightings are up, then the population would also be growing. Farming hens in the backyard is an open invitation to coyotes. I think this is a terrible idea. I do not want more coyotes living closer to houses. Plus I do not want my neighborhood to smell like a farm. If you want a farm buy one or start a coop somewhere else. 147 We have enough problems with fox, coyotes, etc. Don't need to invite more. Yes, they would be caged... sneaky like a fox... it would still be a problem. Love the idea! Good for nutrition and good for children's/families' learning on so many levels! I support beekeepers because pollinators benefit ecosystems. Bee provide value to community, they are pollinators. Chickens can cause disease. The past bird virus. Also fungi infection (Histoplasmosis). I think this is a great idea to allow chickens or bees How will proper implementation of these changes be enforced? I grew up on a farm and frankly chicken coops smell if not cleaned out regularly; how will the bi-product be disposed of? And who will check that homeowners are following regulations? Some homeowners have trouble picking up after their dog, I pray these people do not get chickens. Bees would help all of our gardens. Maybe encourage people to plant more pollinator friendly gardens. There is literally no reason not to do this. I think you really need to consider the regulations around this. Chickens and bees in neighborhoods where lot sizes are small and houses are butting up against each other as it is, both of these could be a nuisance to neighbors. And if complaints are submitted, action needs to happen swiftly and permanently. I just want to be sure that the chickens wouldn?t be real noisy I strongly oppose any Change To the current animal regulation Both personal bees and chickens is a great idea. I have close friend in Mpls who has Bees. Also great for kids to learn about animals. I live in a townhouse area so I wouldn't be able to consider having either chickens or bees. I would if I had an area that would support them. Prefer an enforcement method that requires residence to remove chickens/bees in the event they are not complying with requiments. I would definitely not support any honey bee hives in the area and prefer not to have chickens, but am more likely to allow that if properly maintained If allowed, I believe the ordinance should require proper fencing for chicken enclosures. For chickens, please ensure that enclosures will be humane, allow free-roam, and will be insulated and kept warm during winter months. It can get quite cold and having chickens live outside in the cold is cruel and inhumane. Also, surrendering/abandoning/giving up chickens in the fall/winter can be an issue; how will this be mitigated? move into the country if you want to have a mini farm I do not think either backyard chickens or bees are appropriate within Plymouth city limits. I?m in total support of Plymouth residents hosing chicken or bees on their property of so desired. I don?t care too much about chickens either way, but because of the importance of bees as pollinators, I think it would be excellent to have our community helping the bee population thrive. All for it. I am strongly against backyard chickens and the keeping of bees within the city limits primarily because once the city allows those agricultural activities it will be difficult for the city to refuse requests for other slightly (or significantly) more invasive agricultural activities. Bees are good for bees are good for pollinating. We need them. Save Hollydale The rules the planning commission suggested seem very reasonable. 148 Almost all communities in Twin Cities allow chickens. I think it's good for the overall psychological health and well-being, to educate kids and stay positive. It's time for Plymouth to allow chickens! I don't know as much about bees, but also see them as a positive thing. Would support it if my neighbors start that. How will compliance be enforced, neighbor complaints vs. periodic inspections? What are the penalties for non-compliance? I think the city of Minneapolis has good requirements, including requiring training and permission from local neighbors. I do think that I'd want to be clear if raising bees is actually as beneficial or actually counter to existing native bees (vs. planting pollinator-friendly plants etc.) None at this time I love the idea of allowing backgard chickens and beekeeping! Both practices enrich people's personal connection to the enviroment and encourage friendly neighbor interaction (through sharing eggs or honey, or through shared animal-keeping experiences). I would be very excited to hear that the City of Plymouth chose to allow backyard chickens and beekeeping for responsible residents. I've been a Plymouth resident for the past 2 years, and I would love the opportunity to raise bees on the property. I want to do my part to maintain a healthy bee population, improve the environment, and help model to others the importance of environmental care in our community civics. Already concerned about fire pits in the back yards - I have one on each side of us. We can't sit out on our screened in porch without smoke filling the room. Chickens could be the same and don't want smell them - not too concerned about seeing or hearing them. There should be a set back of at least 20 feet Thanks for considering this! I?m all for it! Chickens are a nuisance! My bees answer is based on whether or not the bees would be flying around other properties than their home one. If not I am in favor as bees are essential in the ecosystem Our houses are too close together to allow these in our neighborhood. I'd like to learn more about this topic. I'm interested in doing these two things myself, but don't know enough of what that practically means. Do I have enough room to have chickens? Do I need a shed or cage? I think it's a wonderful way of getting children in touch with nature and understanding more of what it means to consume a chicken and/or honey products. Let's get on board and allow this to happen. THIS SHOULD NOT BE ALLOWED IN PLYMOUTH. When handled responsibly, the addition of chickens and/or bees can be a very good thing. I think it's a wonderful idea. I'm sure you're aware of the benefits to the environment. I hope the city supports the initiative. Enforcement of criteria? I think allowing residents to have chickens and/or bees would be great! I believe allowing access to bees would be very beneficial to Plymouth. Access to chickens woukd be good as well, with the understnading the chickens need to be maintained and care for so there is no neglect or damage brought on by escaped chickens. Chickens smell and I hate bees! 149 I already have neighbors that struggle with keeping old cars and other junk out of their yard so would worry about how the city would control and maintain adherence to any regulations for chickens and bees. Go to St. Paul and see what happens to neighborhoods which allowed this. Great idea, progressive and enviromentally considerate. I fully support this idea! All I can see is chickens running around in the neighborhoods! I could see properties that have a couple of acress of land, that could handle chickens...but not in the average neighborhoods where you have a postage stamp yard. As for bees, I am allergic to their stings....so that would be my concern on having my neighbor have a hive in their backyard. I support these activities in Plymouth. I do not believe Plymouth is the place these types of activies, especially in residential areas with relatively small lots. Having bees or chickens will have a significant impact on neighboring properties. Many other cities near us allow for chickens and bees, including more dense populations like Minneapolis. I feel like Plymouth is behind the times on allowing Chickens and bees, both of them have positive impacts to the environment. 150 Regular Planning Commission June 21, 2023 Agenda Number:5.5 To:Planning Commission Prepared by:Kip Berglund, Senior Planner Reviewed by:Grant Fernelius, Community and Economic Development Director File No:2023015 1. Applicant: Leo A Daly, on account of Hennepin County Facility Services 2. Proposal: Request for a site plan amendment, conditional use permits and variances to allow the construction of a 100,000 square-foot Hennepin County Sheriff’s Office Public Safety Services Division building and related site improvements 3. Location: 1145 Shenandoah Lane 4. Guiding: P-I (public/semi-public/institutional) 5. Zoning: P-I (public/institutional 6. School District: Wayzata (#284) 7. Review Deadline: August 8, 2023 8. Description: 151 Request for a site plan amendment, conditional use permits and variances to allow the construction of a 100,000 square-foot Hennepin County Sheriff’s Office Public Safety Services Division building and related site improvements. 9. Attachments: Planning Report.pdf Location Map Aerial Notification Area Map CUP Standards Variance Standards Applicant's Narrative Civil Plans Landscaping Plans Architectural Renderings Variance Site Plan and BMP Plan Site Lighting Plan Draft Resolution SP CUP VAR.pdf 152 Planning Commission Report Information Leo A Daly on account Hennepin County Facility Services - Hennepin County Sheriff’s Office Public Safety Services Division building, 1145 Shenandoah Lane (2023015) INTRODUCTION The applicant is requesting approval of the following for the 60-acre property located at 1145 Shenandoah Lane: 1) Site plan amendment site plan amendment to construct a 100,000 square-foot Hennepin County Sheriff’s Office Public Safety Services Division building and related site improvements in the northeast area of the property; 2) Conditional use permits for: a. An additional freestanding building b. Barbed wire along portions of the fencing 3) Variances for the following: a. Impervious surface percentage. b. Parking space size in the employee parking areas and drive aisle width. c. Fencing style and height. d. Exterior lighting Notice of this public meeting was mailed to all property owners within 500 feet. A copy of the notification area map is attached. Development signage was posted on the property. CONTEXT: Surrounding Land Uses Adjacent Land Use Guiding Zoning North (Across County Rd. 6) Single family “Parkers Lake North 3rd Subdivision” LA-2 PUD West (Across Vicksburg Ln.) Commercial “Vicksburg Plaza” Townhomes “Cimarron Ponds” Single family “Vicksburg Terrace” C, LA-2, LA-1 C-2, RSF-4, RSF-1 East (Across Shenandoah Ln.) Parkers Lake Park P-I P-I South (Across Luce Line Trail) Single family “Vicksburg Forest Subdivision” LA-1 RSF-1 153 File 2023015 Page 2 LEVEL OF CITY DISCRETION IN DECISION -MAKING: 1) Site Plan Amendment: The city’s discretion in approving or denying a site plan amendment is limited to whether the proposal complies with the comprehensive plan and zoning ordinance requirements. If it meets these standards, the city must approve the site plan amendment. 2) Conditional Use Permit: The city’s discretion in approving or denying a conditional use permit amendment is limited to whether the proposal meets the standards listed in the zoning ordinance. If it meets the specified standards, the city must approve the conditional use permit. However, the level of discretion is affected by the fact that some of the standards may be open to interpretation. 3) Variances: The city’s discretion in approving or denying a variance is limited to whether the proposal meets the standards for a variance. The city has a relatively high level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards for a variance. ANALYSIS OF REQUEST: The applicant is requesting approval of a site plan amendment to construct a roughly 100,000 square-foot Hennepin County Sheriff’s Office Public Safety Services Division (HCSO) building and related site improvements, conditional use permits for an additional freestanding building, and barbed wire fencing, and variances for impervious surface percentage, fencing height, parking space size, and exterior lighting, to be located between County Road 6 and the Emergency Communications Facility, for the property located at 1145 Shenandoah Lane. Under the plan, the work release portion the existing building, adjacent to the women’s workhouse facility, will be demolished to accommodate the new building. The applicant states that the proposed building would provide offices and garage space for the vehicles and equipment associated with the Hennepin County Sheriff Public Safety Services Division. 154 File 2023015 Page 3 Site Plan The zoning ordinance contains specific standards for approval of a site plan for development in the P-I (public/institutional) zoning district. Staff used these standards to review the proposal. The specific standards that apply are as indicated on the following table. Standards for the P-I District Specified Proposed Complies? Building Setbacks: --Abutting residential 75 ft. (min.) 1,500 ft. or more Yes --Abutting non-residential 50 ft. (min.) 80 ft. or more Yes Parking Setbacks: 20 ft. (min.) 38 ft. or more Yes Drive Aisle Setbacks 10 ft (min.) 50 ft. or more Yes Drive Aisle Width 24 ft. and 26 ft. 22 ft. and 24 ft. No* Parking Spaces: 120 (min.) 111 No* Parking Space Size 9 ft. x 18.5 ft. 9 ft. x 18 ft. No* Building Height: 45 ft. (max.) 27 ft. Yes Impervious Surface Coverage: 25% (max.) 43.8% No* Fence Height: --Front yard area 4 ft. (max.) 8 feet No* --Other yard areas 6 ft. (max.) 8 ft plus barbed wire and 12 ft with razor wire No* Landscaping: 186 new trees (min.) Equivalent to 190 new trees Yes Lighting: --Fixture height 30 ft. (max.) 28 ft. Yes --Shielding Fully Shielded Fully Shielded Yes --Lumens per sq. ft. 2.5 (max.) 3.5 *No * Discussed below or variances requested 155 File 2023015 Page 4 Parking Based on the proposed uses within the proposed sheriff’s office building, the site is required to have 120 parking spaces – 90 stalls for the office area and 30 for the warehousing and vehicle storage area. The applicant has provided a site plan showing a total of 111 parking spaces, nine spaces less than the zoning ordinance requirement. However, when the Emergency Communications Facility (ECF) was approved in 2012, 11 more parking spaces were installed than required by code. The applicant states that the proposed parking design and parking numbers are based on the parking use at their current facility in Brooklyn Park. The applicant states that although the facility will be open 24 hours, it is typically occupied by shift work employees and that it is anticipated that 20-40 employees will be at the facility at any given time. In addition, the applicant states that there are shared parking opportunities for the employees of the Adult Correctional Facility (ACF), ECF and the proposed Hennepin County Sheriff’s Office. Therefore, there are other spaces near the subject area that could be used if needed. For example, there are 18 spaces just south of the new building location, east of the ECF and several more west of the ECF. Staff supports the parking layout as proposed. However, there is a condition listed in the attached resolution that requires the applicant to add additional parking, under a separate site plan review, if parking shortages occur. Access Access to the sheriff’s office facility site would come from three new curb cuts along Shenandoah Lane. Two existing curb cuts along Shenandoah would be removed and relocated. Visitor parking would be located in the front yard area east of the building. The visitor parking lot would be fenced and gated. The gates for the guest parking area would be open during regular business hours. The staff parking lot would be located west and south of (behind) the building. Those parking areas would be fenced and gated to control access to them at all times. 156 File 2023015 Page 5 Building Materials The primary building finishes would be precast structural concrete and brick veneer and anodized aluminum. Glass and windows would accent the office area, and an aluminum canopy would be constructed at the public entrance in the southeast corner of the building. The proposed building materials and design would comply with the standards listed in the zoning ordinance. Landscaping Section 21130 of the zoning ordinance states that for new non-residential developments, a minimum of one new overstory tree per 1,000 square feet of gross floor area (100 trees). In addition, the applicant would be required to replace any trees that would be removed as a result of the project that were planted to satisfy previous landscaping requirements (86 trees) Therefore, 186 overstory trees or equivalent overstory trees are required for this site. Up to 50 percent of the required number of overstory trees on a site may be substituted with an equivalent number of understory trees or shrubs. In such case, three understory trees or ten shrubs shall be equivalent to one overstory tree. The applicant has submitted a plan showing 190 equivalent overstory trees. The proposed number of overstory trees meets the minimum requirement. Stormwater The city requires that storm drainage systems be designed so the post-development rate of runoff from a site does not exceed the pre-development rate. Additionally, the city requires treatment of storm water runoff before it enters the drainage system. The proposed development would include two biofiltration basins with draintile north and east of the new building. A condition in the attached resolution requires that the plans and stormwater management report be reviewed and approved by the Engineering Department, and that the applicant obtain any required permits from other agencies, including the watershed district. 157 File 2023015 Page 6 Conditional Use Permits The applicant is requesting two conditional use permits to allow: 1) An additional principal building on the site; and 2) Barbed wire fencing around portions of the facility. Additional Principal Building Under the plan, a new principal building would be constructed on the site to house the proposed Hennepin County Sheriff’s headquarters. The zoning ordinance allows more than one principal building on a site upon the issuance of a conditional use permit. As stated above, in 2012, conditional use permit for an additional principal structure, the 911 emergency communications facility, was approved. The proposed sheriff’s office facility would be consistent with the other public safety-related buildings on the site and would function under the same property ownership. The Planning Commission must review the conditional use permit request for compliance with the general standards listed in section 21015 of the zoning ordinance. A copy of the standards is attached. Staff used these standards to review the request and finds that it meets all the applicable general standards. Specifically, the conditional use: 1) Would be consistent with the comprehensive plan 2) Would promote the general public welfare and would not be detrimental to or endanger the public health, safety, morals, or comfort 3) Would not be injurious to the use and enjoyment of other properties or diminish property values in the neighborhood 4) Would not impede the normal and orderly development of nearby properties. 5) In addition, the site is adequately served by public facilities. Barbed Wire Fencing Under the plan, fencing along the north and west perimeter of the sheriff’s office building and staff parking lots would be topped with three horizontal strands of barbed wired. Barbed wire fencing is not proposed for the guest parking lot in front of the building, along Shenandoah Lane. The zoning ordinance allows barbed wire fencing upon issuance of a conditional use permit. The requested barbed wire would provide an additional measure of security for the sheriff’s office headquarters and would match existing fencing that was approved for additional security for the emergency communications facility. The Planning Commission must review this request for compliance with the general standards listed in section 21015 of the ordinance. A copy of the standards is attached. Staff used these standards to review the request and finds that it meets all the applicable general standards. Specifically, the conditional use: 1) would be consistent with the comprehensive plan; 2) would promote the general public welfare and would not be detrimental to or endanger the public health, safety, morals, or comfort; and 3) would not be injurious to the use and enjoyment of other properties or diminish property values in the neighborhood. 158 File 2023015 Page 7 Variances The applicant is requesting the following variances: 1) Impervious surface percentage. 2) Parking space size in the employee parking areas and drive aisle width. 3) Fencing style and height. 4) Exterior lighting. Impervious surface percentage: The eastern portion of the site (35.51 acres of the 62.24 total acres), including the area of the proposed sheriff’s office headquarters, lies within the shoreland overlay district for Parkers Lake, where the ordinance specifies a maximum impervious coverage of 25 percent. Under the plan, the impervious coverage would be increased from 40.4 percent to 43.8 percent. The subject property has received previous variances for impervious surface in 2012 and 2013, for the construction of the ECF building and increased parking. In their calculations, the applicant also included the total impervious surface of the 60-acre property to be 31 percent if the subject application is approved. All additional runoff would be managed in two new bio-retention basins on the site, thereby incorporating acceptable best management practices (BMPs) to offset the increased impervious surface coverage. In addition to the biofiltration basins BMP, a water reuse system, a green roof on the lower roof, sumps, and baffles to pretreat water before the biofiltration basins, and forebays to pretreat water before the infiltration basin. The result is mor volume provided than required for storm events and reduced runoff rates below that of the existing condition runoff rate. Parking space size in the employee parking areas and drive aisle width: To reduce the overall amount of impervious surface, the applicant is requesting reduced parking space length of 18 feet where 18.5 feet is required, in addition to reduced drive aisle width of 24 feet where 26 feet is required for drive aisles with parking on both sides and 22 feet where 24 feet is required for two-way traffic. Regarding the proposed reduced parking space length request, the applicant states that not any of the parking spaces are nose-to-nose, which allows for vehicles to overhang at the end of the stalls in all conditions. Regarding the reduced drive aisle width, the applicant states that, with the small amount of guest parking areas, the majority of the reduced drive aisle width areas would be in private secured parking areas. Fencing height: Under the plan, perimeter fencing around the sheriff’s office headquarters facility would exceed the maximum specified height of four feet in the front yard area (along Shenandoah Lane and north of the new building), and the maximum specified height of six feet along the west, and south portions of the proposed building. In the front yard area, the applicant proposes an eight-foot-high black aluminum decorative picket-style fence. For the remainder of the fencing around the new building, the applicant proposes an eight-foot-high chain link fence. In addition to the eight-foot height of the chain link fence, three strands of barbed wire set at a 45-degree angle would be placed at the top of the fence. (The requested barbed wire was discussed under the conditional use permit section of this report). Finally, 12-foot-high chain link fence with razor wire and privacy slats would be placed at the Adult Correctional Facility (ACF) to secure the perimeter. 159 File 2023015 Page 8 The additional fence height is requested because a high level of security is imperative for the proposed sheriff’s office facility and adjacent buildings. The proposed facility is critical for operations for the county sheriff’s office. The proposed fencing style and height would match the existing fencing at both the Emergency Communications Facility (ECF) and Adult Correctional Facility (ACF) and would ensure compliance with detention standards and guidelines. Exterior lighting: Section 21105.06 of the zoning ordinance contains regulations for exterior lighting. The subject property is in LZ2 (light zone 2) which allows for moderate ambient lighting. LZ2 allows up to 2.5 lumens per square foot of hardscape. Hardscape is defined as: permanent hardscape improvements to the site including parking lots, drives, entrances, curbs, ramps, stairs, steps, medians, walkways, and non-vegetated landscaping that is 10 feet or less in width. Materials may include concrete, asphalt, stone, gravel, etc. The applicant states, for safety purposes, and to provide enough light for video monitored secured areas, the proposed lighting contains 3.5 lumens per hardscape. The applicant has identified 131,959 square feet of hardscape which would allow up to 329,897 lumens. The proposed lighting plan contains 463,317 lumens. Staff would support the proposed increased lumens of up to 3.5 lumens per hardscape, if needed to meet safety and security concerns. However, staff would not support any fixtures with greater than 4,100 correlated color temperature (CCT) due to the bright white, daylike like color of light. The proposed lighting plan contains multiple fixtures with 5000K. The attached draft resolution has a condition that states no fixtures with greater than 4,100K shall be permitted. Findings In review of the request, staff finds that all the applicable variance standards would be met, as follows: 1) The requested variances, and resulting construction, would be in harmony with the general purposes and intent of the ordinance, and would be consistent with the city’s comprehensive plan. 2) The applicant has demonstrated that there are practical difficulties in complying with the ordinance regulations, because: a. The applicant proposes to use the property in a reasonable manner. The governmental/institutional use would be consistent with the existing surrounding development. b. The request is due to circumstances unique to the property that were not created by the landowner. c. The variances would not alter the essential character of the neighborhood the parking areas would be consistent with the surrounding areas and sight line issues would not be created internally or externally to the site. 160 File 2023015 Page 9 3) The requested variances are not based solely upon economic considerations. The applicant is requesting the variances to configure the site to meet the majority of the requirements, including building setbacks, to create a safe and efficient traffic flow throughout the site and surrounding roadways, to limit additional impervious surface, and to meet safety and to ensure compliance with detention standards and guidelines. 4) The variances, and resulting construction, would not be detrimental to the public welfare, nor would it be injurious to other land or improvements in the neighborhood. 5) The variances, and resulting construction, would not impair an adequate supply of light and air to adjacent properties, nor would it increase traffic congestion or the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood. 6) The variances requested are the minimum action required to address the practical difficulties. The proposed building design and layout was designed around the existing campus location. The footprint is needed to allow for secure storage of the fleet of vehicles and equipment, thus limiting the ability to meet all code requirements. The proposed building addition would meet or exceed all other zoning regulations. The Planning Commission must review the variance request for compliance with the standards outlined in the zoning ordinance. A copy of the variance standards is attached. RECOMMENDATION: Community and Economic Development Department staff recommends approval of the site plan amendment, conditional use permit and variances, for property located at 1145 Shenandoah Lane, subject to the conditions outlined in the attached resolution. If new information is brought forward at the public hearing, staff may alter or reconsider its recommendation. 161 File 2023015 Page 10 Exhibit A: Previous Actions Affecting Site The adult correctional facility was originally constructed on this site in the 1930’s. Over the years, the City Council has approved several site plans, site plan amendments, and conditional use permits for the site. In 1996, the City Council rezoned the site from R-1A (a former single-family district) to P-I (public/institutional) as part of the city’s overall amendment to the zoning ordinance and map. Later in 1996, the City Council approved a conditional use permit for a golf driving range for the western portion of the site. In 2000, the City Council approved a nine-hole pitch and putt golf course south of the driving range. Also in 2000, the City Council approved a conditional use permit for a cellular antenna. In 2004, an administrative plan modification was approved to allow a groundskeeping storage shed. In 2006, an administrative plan modification was approved to allow installation of a canopy for the adult correctional facility. In 2008, an administrative permit was approved for an emergency generator for Verizon Wireless cell tower. In 2012, the City Council approved a site plan, conditional use permit, and variance for impervious surface for a 911 emergency communications facility. In 2013, the City Council approved a site plan amendment and variance for impervious surface for parking and security improvements and an administrative plan modification was approved to allow for remodeling and a new transport garage. In 2020, an administrative plan modification was approved to allow the replacement of rooftop mechanical units and a new ground mounted equipment. In 2021, the City Council approved a site plan amendment to allow the installation of 1,300 ground mounted solar panels located on the field located south of the Hennepin County Adult Correctional Facility within the existing ten-foot chain link fence area. In 2022, the City Council approved a conditional use permit amendment, site plan amendment and variance to replace a portion of the existing golf driving range netting from 50 feet in height to 100 feet in height. 162 w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w wwww w w w w w w w w w w w w w w w w w w w w 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Yuma Ln 14th Ave Terracev i e w L n 10thAve 2th A v e 9th Ave T e r r a c eview Ln Sh ena n doa h Ln 16thAve 15th Ave n Yum a Ln aks L n X e n eLn Zanzib ar L n Y u m a L n Xen e L n Xen e Ln W e s t o n Ln Y u m a L n We s to n Ln Vicksburg Ln We st on L n SITE P-I P-I ^ LA-1 P-I LA-1 C LA-2 Parkers Lake 2023015 Leo A Daly Hennepin County Sheriff's Office 1345 Shenandoah Lane Request for a CUP, SPA, and Variances K500 0 500 1,000250 Feet Legend C, Comercial CC, City Center CO, Commercial Office IND w w LA-1, Living Area 1 w w w w w w LA-2, Living Area 2 w w w w w ww w w w w w w w w w w w w w w w w w LA-3, Living Area 3 LA-4, Living Area 4 LA-5 MXD MXD-R P-I, Public/Semi-Public/Institutional163 B L A C K O A K S L A Parkers Lake ^_ 16th Ave N S h e n a n d o a h L n N Terra ce vi e wL n N15th Pl N VicksburgLn N 8th Ave N 10th A v e N 1 2 th Ave N Ra n c h v i e w Ln N 9 th Ave N X e n e L n N We s t o n L n N 14th Av e N ")6 2023015 -- Aerial Photograph K50005001,000250 Feet = SITE 164 Hennepin County Locate & Notify Map 0 780 1,560390 Feet Date: 4/21/2023 Buffer Size:500 Map Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIS Office 300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us 165 (forms/cupsta) ZONING ORDINANCE CONDITIONAL USE PERMIT STANDARDS 21015.02 PROCEDURE: Pursuant to Minnesota Statutes 15.99, an application for a conditional use permit shall be approved or denied within sixty(60) days from the date of its official and complete submission unless extended pursuant to Statute or a time waiver is granted by the applicant. If applicable, processing of the application through required state or federal agencies shall extend the review and decision-making period an additional sixty (60) days unless this limitation is waived by the applicant. Subd.5. The Planning Commission shall consider possible adverse effects of the proposed conditional use. Its judgment shall be based upon (but not limited to) the following factors: 1. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. 2. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. 3. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood. 4. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 5. Adequate public facilities and services are available or can be reasonably provided to accommodate the use which is proposed. 6. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. 7. The conditional use complies with the general and specific performance standards as specified by this Section and this Chapter. Section 21015-Plymouth Zoning Ordinance 166 Forms: ZOvariancestds.docx Community Development Department 3400 Plymouth Boulevard Plymouth, MN 55447 (763)509-5450 FAX (763) 509-5407 ZONING ORDINANCE VARIANCE STANDARDS The City Council or Zoning Administrator may approve a variance application (major or minor, respectively) only upon finding that all of the following criteria, as applicable, have been met: 1. The variance, and its resulting construction or project, would be in harmony with the general purposes and intent of this Chapter, and would be consistent with the comprehensive plan. 2. The variance applicant has satisfactorily established that there are practical difficulties in complying with this Chapter. “Practical difficulties” means that: a. the applicant proposes to use the property in a reasonable manner not permitted by this Chapter; b. the plight of the landowner is due to circumstances unique to the property that were not created by the landowner; and c. the variance, if granted, would not alter the essential character of the locality. 3. The variance request is not based exclusively upon economic considerations. 4. The variance, and its resulting construction or project, would not be detrimental to the public welfare, nor would it be injurious to other land or improvements in the neighborhood. 5. The variance, and its resulting construction or project, would not impair an adequate supply of light and air to adjacent properties, nor would it substantially increase traffic congestion in public streets, increase the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood. 6. The variance requested is the minimum action required to address or alleviate the practical difficulties. Section 21030-Plymouth Zoning Ordinance 167 168 169 170 From: Heller, Michael <MSHeller@leoadaly.com> Sent: Friday, June 16, 2023 10:32 AM To: Kip Berglund Cc: Keenan, Ma$hew Subject: RE: HCSO parking summary Hi Kip, if it’s not too late, I need to make a revision to the summary I sent. I just received a call back from HCSO confirming the opera4on of their permit service. The revision is that the majority of permits are by appointment, but some unscheduled walk-ins do occur. They feel the 5-stall parking lot is sufficient for an4cipated traffic. I’ve revised the summary below. Thanks and let me know if there are any ques4ons. Parking Summary Visitor parking for the ACF Women’s Sec on is provided in two areas along the northern end of the site. First, there is a parking lot immediately adjacent to ACF on the north side. Second, there is a row of new stalls along the access drive to the ACF, near Shenandoah Lane. Visitor parking for the PSS HQ is provided in a 5-stall lot at the southeast corner of the site. This lot will serve visitors seeking a gun permit in the public lobby of the PSS HQ, which is the only public func on of this building. This lot will be open to the public during regular business hours. A security gate is located just to west of the curb cut from Shenandoah, which will restrict access during non-business hours. The applicant contends that the size of this parking lot is sufficient given that the majority of visits are by appointment and scheduled in advance. This will moderate the flow of visitors and prevent the lot from overfilling. Staff parking for the PSS HQ is provided in the exteriors lots along the west side of the proposed new building. These parking stalls are located within a secure perimeter that includes security gates at the north and eastern access points. The size of the parking lot is sufficient to account for the number of on- duty staff. Fleet vehicle parking is provided within the garage of the proposed new building. The quan ty of fleet vehicle parking exceeds the number of staff parking stalls because not all fleet vehicles are used every day. In par cular, the specialty vehicles (labelled on sheet AE100 Overall Floor Plan) are not used every day. Michael S. Heller Architect LEO A DALY 730 Second Avenue South, Suite 1300, Minneapolis, MN 55402-2416 612.338.8741 D 612.326.5040 leoadaly.com MSHeller@leoadaly.com PLANNING ARCHITECTURE ENGINEERING INTERIORS 171 172 173 174 175 PLANNING ARCHITECTURE ENGINEERING INTERIORS ABU DHABI ATLANTA AUSTIN CHICAGO CONROE COLLEGE STATION CORPUS CHRISTI DALLAS DAMMAM DOHA FORT WORTH FRISCO HOUSTON LANSING LAS VEGAS LOS ANGELES MIAMI MINNEAPOLIS OMAHA ORANGE SAN ANTONIO SAN JOSE SAN MARCOS WACO WASHINGTON DC WEST PALM BEACH LEO A DALY 730 Second Avenue South Suite 1300 Minneapolis, MN 55402-2406 612.338.8741 leoadaly.com June 7, 2023 City of Plymouth Community Development Department 3400 Plymouth Boulevard Plymouth, MN 55447 Additional Variance Request Narrative – Site Lighting This letter requests an additional variance for the HCSO PSSD project. Specifically, the project seeks a variance for the site lighting requirement in 21105.06, Table 4, which establishes a maximum 2.5 lumens per square foot of hardscape. The project proposes a 3.5 lumens per square foot of hardscape, as shown on sheet ES103. The following points explain the justification for the variance request and follow the numbered topics in the Variance Summary Application Checklist as set forth in Section 21030. 1. The variance, and its resulting construction or project, would be in harmony with the general purposes and intent of this Chapter, and would be consistent with the comprehensive plan. i. The applicant contends that the proposed variance is in harmony with the comprehensive plan. The proposed use of the site (office and garage space for the Hennepin County Sheriff's Office) is consistent with the Plymouth Comprehensive Plan. The Comprehensive Plan envisions this site remaining as a Public/Institutional district, which is “devoted to serving the public and specialized government activities, and semi-public uses.” The proposed HCSO PSSD HQ will perform a law enforcement function, which is consistent with this definition. Furthermore, the proposed location of the HCSO PSSD HQ at the Shenandoah location is consistent with the Vision Statements articulated at the beginning of the Comprehensive Plan, specifically the statements titled “Maintain a safe and secure community.” The project will increase law enforcement presence on the site, which will contribute to the Comprehensive Plan’s goal of creating a safe environment for in Plymouth. Providing adequate exterior lighting for the site is critical to the project’s operations and site security. ii. Lighting requirement in 21105.06: The applicant understands the intent of this chapter is to contribute to a dark sky, minimize light pollution, and minimize light spillage to adjacent sites. Although the project exceeds the numerical requirements of the chapter, the applicant contends that the proposed design is respectful of the requirements of this chapter and represents the minimum action required. As described in greater detail below, the nature of the project’s use requires site illumination for security and to support normal operations of this critical facility. To meet these 176 LEO A DALY June 7, 2023 HCSO PSSD HQ Variance Request Page 2 requirements, the design team has designed to the minimum recommendations of the Illuminating Engineering Society, and thus feel that the proposed design is the minimum action required. Additionally, the design team has taken steps to mitigate the increased lighting levels by using LED fixtures, which have excellent cut-off performance that will minimize light being cast into the sky or to surrounding neighborhoods. 2. The variance applicant has satisfactorily established that there are practical difficulties in complying with this Chapter. i. The applicant contends that there are several practical difficulties in complying with the ordinance. The primary practical difficulty is due to the project’s use type: law enforcement and detention. These facilities will be operated and occupied continuously, 24 hours/day, 7 days/week and the site must be illuminated to support normal operations. Specifically, patrols will come and go throughout the night and employees will walk between the proposed new building and the adjacent Emergency Communications Facility, requiring that the paved areas be sufficiently illuminated. The lighting for these areas has been designed according to recommendations of the Illuminating Engineering Society for parking, roadways, gated entries and exits, building entries, exits and plazas. Additionally, security and surveillance are of critical importance to these project types, which requires that the overall site (including planted areas and building perimeter) be illuminated. This is necessary to enable the building occupants to observe the site and ensure that security is maintained. Additionally, illumination of both planted and paved areas is necessary to ensure optimal performance of the security cameras, which require lighting in order to function for distant views. Thus, the project type requires that the overall site be illuminated as opposed to only hardscape, which increases the lumen/sqft ratio. ii. A secondary practical difficulty is the Shoreland Overlay District’s requirements regarding impermeable surfaces. The SOD’s limits on the amount of impermeable surface led the design team to minimize the amount of hardscape and to propose parking stall and drive aisle sizes that are smaller than allowed by zoning code. However, this reduction in hardscape does not allow for a reduction the necessary light levels or the quantity of light fixtures. Thus, the project’s location has the practical effect of increasing the lumens/sqft ratio by reducing the amount of hardscape. The project’s location therefore somewhat inflates the actual lumens/sqft ratio. 177 LEO A DALY June 7, 2023 HCSO PSSD HQ Variance Request Page 3 3. The variance request is not based exclusively upon economic considerations. i. This variance request is not based on economic considerations. The applicant will incur costs to achieve the proposed lighting levels (for purchase and installation of light fixtures) and is therefore not proposed as a cost-saving measure. 4. The variance, and its resulting construction or project, would not be detrimental to the public welfare, nor would it be injurious to other land or improvements in the neighborhood. i. The specific light fixtures proposed are LED, which offer excellent cut-off control relative to other types of exterior lighting. This will minimize light cast into the sky or towards surrounding neighborhoods. ii. The project will plant a significant number of trees throughout site. Those planted to the north and east will strengthen the buffer of plantings surrounding the site, thereby reducing the amount of light leaving the site. 5. The variance, and its resulting construction or project, would not impair an adequate supply of light and air to adjacent properties, nor would it substantially increase traffic congestion in public streets, increase the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood. i. The proposed variance will not impact adjacent properties. As described above, the proposed design utilizes LED light fixtures, which offer excellent cut-off performance. This feature minimizes the amount of light cast into the sky or towards adjacent properties. This features directs nearly all of the light generated by the fixture to the intended target: the ground plane. Additionally, the project proposes to plant a significant number of trees along the north and west to enhance the existing vegetated buffer surrounding the site. Combined with the distance between the project and adjacent neighborhoods, this will serve to provide a robust and effective buffer around the site. 6. The variance requested is the minimum action required to address or alleviate the practical difficulties. i. The design team contends that the proposed 3.5 lumens/sqft is the minimum action required for adequate lighting levels for this project type. The site lighting was designed to the Illuminating Engineering Society’s minimum recommendations for exterior lighting. Given this, the design team contends that any reduction in the proposed site lighting levels would negatively impact the project’s operations. 178 From: Kip Berglund <kberglun@plymouthmn.gov> Sent: Friday, June 16, 2023 10:19 AM To: Heller, Michael <MSHeller@leoadaly.com> Cc: Keenan, Matthew <MPKeenan@leoadaly.com> Subject: RE: HCSO parking summary Thanks Michael, I appreciate the quick response. I added this email as an a$achment to the project narra4ve to help explain the parking counts. I would guess that parking will be discussed at the public hearing. Kip Berglund | Senior Planner Phone: 763.509.5453 From: Heller, Michael <MSHeller@leoadaly.com> Sent: Thursday, June 15, 2023 3:45 PM To: Kip Berglund <kberglun@plymouthmn.gov> Cc: Keenan, Matthew <MPKeenan@leoadaly.com> Subject: HCSO parking summary Hi Kip, I’m following up on our phone call with a descrip4on of parking for the HCSO project. See below. Let me know if addi onal informa4on is needed. Thanks, Parking Summary Visitor parking for the ACF Women’s Sec on is provided in two areas along the northern end of the site. First, there is a parking lot immediately adjacent to ACF on the north side. Second, there is a row of new stalls along the access drive to the ACF, near Shenandoah Lane. Visitor parking for the PSS HQ is provided in a 5-stall lot at the southeast corner of the site. This lot will serve visitors seeking a gun permit in the public lobby of the PSS HQ, which is the only public func on of this building. This lot will be open to the public during regular business hours. A security gate is located just to west of the curb cut from Shenandoah, which will restrict access during non-business hours. The applicant contends that the size of this parking lot is sufficient given that a pre-scheduled appointment is required in order to seek a permit. This requirement will moderate the flow of visitors and prevent the lot from overfilling. 179 Staff parking for the PSS HQ is provided in the exteriors lots along the west side of the proposed new building. These parking stalls are located within a secure perimeter that includes security gates at the north and eastern access points. The size of the parking lot is sufficient to account for the number of on- duty staff. Fleet vehicle parking is provided within the garage of the proposed new building. The quan ty of fleet vehicle parking exceeds the number of staff parking stalls because not all fleet vehicles are used every day. In par cular, the specialty vehicles (labelled on sheet AE100 Overall Floor Plan) are not used every day. Michael S. Heller Architect LEO A DALY 730 Second Avenue South, Suite 1300, Minneapolis, MN 55402-2416 612.338.8741 D 612.326.5040 leoadaly.com MSHeller@leoadaly.com PLANNING ARCHITECTURE ENGINEERING INTERIORS CONFIDENTIALITY AND PRIVILEGE NOTICE: This email communication, including any and all attachments, (collectively, this “Communication”), is intended solely for the person(s) to whom it is addressed. This Communication may contain information that is privileged, confidential and/or proprietary. Any unauthorized use, disclosure or copying of this Communication is strictly prohibited. If you have received this Communication in error, please contact the sender immediately and destroy any and all copies of this Communication. 180 VI C K S B U R G L N N CO. RD. N O . 6 S H E N A N D O A H L A N E S H E N A N D O A H L A N E SA Parking Count ST ☼ ☼ ☼ GV ʘ GVʘ ʘ ʘ GV GV w w ʘ SA T T ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ST ST ST ST ST STST ST ST ST ST ST ST ST ST ST ST ʘ w w GV ʘ w w w ʘ ʘ GV GV GV GV ʘGV w SA SA SA SA SA SA SA SA SA SA SA ☼☼☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ ☼ Tree Planting Area Tree Planting Area Tree Planting Area 10TH AVE. NO. Weather Station Parker's Lake Golf Center 1050 Vicksburg Lane N. Plymouth, MN 55447 ADA Ramp Bus Stop Bioretention Area Adult Correctional Facility - Men's Section 1145 Shenandoah Lane XX Gate CardReader X X X X X X X X X X XX X X HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF XX HCSO SITE HENNEPIN COUNTY ACFWOMEN'S SECTION EMERGENCY COMMUNICATIONSFACILITY LUCE LINE TRAIL 1,000-FOOT SHORELAND OVERLAY BOUNDARY MCWD BCWMC PARKERSLAKE 300100 SCALE IN FEET Know what's below. Call before you dig. R A1 VICINITY AND PROPERTY MAP 1" = 100' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) LOCATION AND VICINITY MAP CJ101 E6 LOCATION MAP NOT TO SCALE SUNSE T T R A I L XE N I U M L N . VI C K S B U R G L N . N DU N K I R K L N . N NI A G A R A L N . N GLEASON LAKE DR . MC G I N T Y R D . W CARL S O N P K W Y . WAYZAT A B L V D . GL E A S O N L A K E PARKERS LAKE MEDICINELAKE MINNETONKALAKE PROJECT SITE 494 494 39412 101 66 55 55 24 WATERSHED BOUNDARY LEGEND 18 1 B-02 B-21 B-22 B-18 B-17 B-24 B-19 B-20 B-25 B-26 B-27 B-28 B-29 B-04 B-03 B-06 B-10 B-07 B-09 B-05 B-08 B-11 B-13 B-14 B-16 B-15 B-12 B-31 B-30 VI C K S B U R G L N N CO. RD. N O . 6 S H E N A N D O A H L A N E S H E N A N D O A H L A N E B-23 B-32 B-34 B-35 B-36 B-33 PROTECT TREESEE LANDSCAPEREMOVELIGHT POLEREMOVELIGHT POLE REMOVE CURB &GUTTER (TYP) REMOVE BITUMINOUSPAVEMENT (TYP) REMOVE PAVEMENT TO LIP OF CURBPROTECTSTORM SEWER PROTECTSTORM SEWER REMOVE CURB &SIDEWALK REMOVE TREES &REMOVE VEGETATION REMOVE BITUMINOUS PAVEMENT (TYP) REMOVE SANITARY SEWER (TYP) PROTECT SANITARY MH REMOVE BUILDING PER ARCHITECTURALDEMOLITION PLAN CONSTRUCTION LIMITS (TYP) CONSTRUCTIONLIMITS (TYP) DRIVING RANGE IRRIGATION TO BE REMOVED OR ABANDONED WITHIN CONSTRUCTION LIMITS PROTECT EXISTINGFENCE GATE REMOVE TREES & REMOVE VEGETATION PROTECT FIBER OPTICLINE ADJACENT TO BUILDING TO BE REMOVED STORM TO BE ABANDONED PROTECT STORM TOREMAIN ABANDON STORMSTRUCTURE PROTECTSANITARY MHPROTECTSANITARY MH REMOVE TREES & REMOVE VEGETATION PROTECT EXISTINGUTILITIES REMOVE RETAINING WALL.REBUILD SIDEWALK AS MAY BE REQUIRED A1 CD402 REMOVE CONCRETESIDEWALK TO GATE PROTECT FIRE SIGN REMOVE FENCE AND 12'WIDE DOUBLE SWING GATE PROTECTHYDRANT REMOVE CURB RAMP AND DOMES REMOVESIGNS REMOVE POST SALVAGE EXISTING"RESERVED SIGN" PROTECT CONCRETE WALK REMOVE AND SALVAGE "NO PARKING FIRE LANE" SIGN PROTECT EXISTING SIGNS REMOVE ANDSALVAGE SIGN REMOVE AND SALVAGE ROCK AND WOOD MULCH UNDER CANOPY REMOVE FENCE AS NEEDED FOR STORM INSTALLATION.REMOVE TO NEAREST POST REMOVE FENCE AS NEEDED FOR 12' WIDE DOUBLE GATE A1 CD401 EXISTING IRRIGATION LINES TO BE REMOVED WITHIN CONSTRUCTION LIMITS. COORDINATE WITH OWNER ON LOCATION. 12040 SCALE IN FEET Know what's below. Call before you dig. R A1 DEMOLITION PLAN 1" = 40' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) DEMOLITION PLAN CD101 DEMOLITION NOTES LEGEND 1.BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY TAKEN FROM SURVEYPERFORMED BY HENNEPIN COUNTY RESIDENT AND REAL ESTATE SERVICESSURVEY DIVISION, MINNESOTA ON MAY 2 2022 EXPRESSLY FOR THIS PROJECT.ELAN DESIGN LAB CANNOT GUARANTY THE ACCURACY OR COMPLETENESS OFTHIS INFORMATION. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONSPRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWNUTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THEENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 2.CONTRACTOR SHALL BRING ANY CHANGED OR UNFORESEEN CONDITIONS THATCOULD RESULT IN ADDITIONAL COST TO THE ATTENTION OF THE OWNER ANDENGINEER AS SOON AS THEY ARE DISCOVERED SO THAT THEY CAN BE PROPERLYDOCUMENTED. FAILURE TO NOTIFY OR COVERING UN-WITNESSED WORK SHALLRESULT IN REJECTION OF CLAIMS FOR ADDITIONAL COMPENSATION. 3.PROTECT ALL STRUCTURES AND LANDSCAPE NOT LABELED FOR DEMOLITION OROUTSIDE OF CONSTRUCTION LIMITS FROM DAMAGE DURING CONSTRUCTION. ANYON-SITE OR OFF-SITE AREAS DISTURBED DIRECTLY OR INDIRECTLY DUE TOCONSTRUCTION SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTERTHAN THE EXISTING CONDITION. CONTRACTOR IS SOLELY RESPONSIBLE FOR ANYCIVIL PENALTIES RESULTING FROM THEIR WORK UNDER THIS CONTRACT. 4.LIMIT CONSTRUCTION ACTIVITIES TO THE CONSTRUCTION LIMITS SHOWN ON THEPLAN. IF WORK NEEDS TO EXTEND TO PUBLIC STREETS IT IS THE CONTRACTOR'SRESPONSIBILITY TO APPLY FOR ALL PERMITS, PREPARE ALL DRAWINGS AND PAYALL FEES AND COSTS. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITHLOCAL ORDINANCES. 5.SILT FENCE, CONSTRUCTION ENTRANCE AND FIBER LOGS SHALL BE IN PLACEPRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS. SEE SHEET CG200SERIES FOR ALL EROSION CONTROL MEASURES AND APPROPRIATE STAGING. 6.PROVIDE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHERTRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION ANDSAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT THE LIFE OF THE PROJECT. 7.ABATEMENT OF HAZARDOUS MATERIALS WILL BE BY OWNER. 8.EXISTING MATERIALS SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITHALL LOCAL, COUNTY, STATE AND FEDERAL REQUIREMENTS. ABATEMENT OF ANYMATERIALS DETERMINED BY THE ENVIRONMENTAL ENGINEER TO BE HAZARDOUSSHALL BE REMOVED IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS. 9.REMOVE ALL EXISTING SURFACE SITE FEATURES INCLUDING, BUT NOT LIMITEDTO, CONCRETE AND BITUMINOUS PAVING, CONCRETE AND BITUMINOUS CURBING,WALKWAYS, FENCING, RETAINING WALLS, SCREEN WALLS, CONCRETE APRONS,SITE LIGHTING AND RELATED FOUNDATIONS, SITE SPECIFIC SIGNAGE ANDRELATED FOUNDATIONS, BOLLARDS, LANDSCAPING, AND STAIRWAYS WITHIN THECONSTRUCTION LIMITS UNLESS NOTED OTHERWISE. 10.A SEPARATE DEMOLITION PERMIT SHALL BE OBTAINED FOR THE WORK RELATEDTO THE WORK RELEASE PORTION OF THE BUILDING. 11.A RIGHT OF WAY PERMIT WILL BE REQUIRED FOR WORK WITHIN THE PUBLIC RIGHTOF WAY. FULL-DEPTH BITUMINOUS PAVEMENT REMOVAL CONSTRUCTION LIMITS REMOVE CONCRETE REMOVE BUILDING AND FOUNDATION >> REMOVE WATER VALVE REMOVE FIRE HYDRANT REMOVE LIGHT REMOVE ELECTRIC STRUCTURE REMOVE STORM STRUCTURE REMOVE WATER LINE REMOVE SANITARY PIPE REMOVE STORM PIPE REMOVE UNDERGROUND TELECOMM REMOVE FIBER OPTIC REMOVE HOT WATER UTILITY REMOVE UNDERGROUND ELECTRIC REMOVE TREES & VEGETATION REMOVE FENCE REMOVE SIGN REMOVE IRRIGATION LINE 18 2 B-02 B-21 B-22 B-18 B-17 B-24 B-19 B-25 B-04 B-03 B-06B-05 CO. RD. N O . 6 S H E N A N D O A H B-23 REMOVE TREE (TYP) REMOVETREE (TYP) REMOVE LIGHT POLE (TYP) REMOVE LIGHT POLE REMOVE LIGHTPOLE (TYP) REMOVE LIGHT POLE (TYP) REMOVE TREE (TYP) REMOVE CATCH BASIN & PIPING (TYP) REMOVE TREES &REMOVE VEGETATION REMOVE CATCHBASIN & PIPING REMOVE TREEREMOVE LIGHT POLE (TYP) REMOVE BOLLARDS RELOCATE NO PARKING SIGN PROTECT CATCH BASIN REMOVE SIGN (TYP) RELOCATE SPEEDLIMIT SIGN REMOVE STORM PIPES AND FLARED END SECTIONS REMOVE TREE REMOVE SPRUCE TREES (TYP) PROTECT TREES & VEGETATION SEE LANDSCAPE REMOVE SIDEWALK REMOVE WATER & FIRE SERVICES & VALVES REMOVE WATER MAIN (TYP) REMOVE UG POWER (TYP) CONSTRUCTION LIMITS (TYP) CONSTRUCTIONLIMITS (TYP) REMOVECATCH BASIN PROTECT TREESEE LANDSCAPE EXISTING GAS BUILDING TO REMAIN REMOVE AND SALVAGE SIGN REMOVE ANDSALVAGE FIRE LANE SIGN REMOVE AND SALVAGE ACFRESTRICTEDACCESS SIGNS REMOVE AND SALVAGE "NOPARKING FIRE LANE" SIGNS REMOVE SIGN REMOVE SIGN POST REMOVE SIGN POSTS REMOVE WALL REMOVE ALL BIKE RACKS REMOVE DIRECTIONAL SIGNS, POSTS, AND CONCRETE FOOTING REMOVE BOULDER SALVAGE BUS SHELTERAND RELOCATE REMOVE PAVERS REMOVE PAVERS ALONG WALK REMOVE LIGHT BOLLARDS REMOVE LIGHT BOLLARDS REMOVE UGPOWER (TYP) REMOVE CATCHBASIN & PIPING (TYP) REMOVE LIGHT POLE REMOVE POST. SALVAGE SIGN REMOVE WATER MAIN (TYP) REMOVE WATER MAIN (TYP) 6020 SCALE IN FEET Know what's below. Call before you dig. R A1 DEMOLITION PLAN - NORTH 1" = 20' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) DEMOLITION PLAN - NORTH CD401 DEMOLITION NOTES 1.REFER TO SHEET CD101 FOR DEMOLITION NOTES. LEGEND FULL-DEPTH BITUMINOUS PAVEMENT REMOVAL CONSTRUCTION LIMITS REMOVE CONCRETE REMOVE BUILDING AND FOUNDATION >> REMOVE WATER VALVE REMOVE FIRE HYDRANT REMOVE LIGHT REMOVE ELECTRIC STRUCTURE REMOVE STORM STRUCTURE REMOVE WATER LINE REMOVE SANITARY PIPE REMOVE STORM PIPE REMOVE UNDERGROUND TELECOMM REMOVE FIBER OPTIC REMOVE HOT WATER UTILITY REMOVE UNDERGROUND ELECTRIC REMOVE TREES & VEGETATION REMOVE FENCE REMOVE SIGN 18 3 B-20 B-26 B-27 B-28 B-29 B-10 B-07 B-09B-08 B-11 B-13 B-14 B-16 B-15 B-12 S H E N A N D O A H L A N E PROTECT CONCRETE PROTECT BOLLARDS(TYP) REMOVE CONCRETEPAVEMENT (TYP) REMOVE UG TELEPHONE REMOVE STORM MANHOLE REMOVESIGN (TYP) REMOVE LIGHT POLE (TYP) PROTECT STORMMANHOLE REMOVE TREE (TYP) REMOVETREE (TYP) REMOVETREE (TYP) REMOVETREE (TYP) REMOVE TREE (TYP) REMOVE FLAREDEND SECTION AND PORTION OF ROOF DRAIN REMOVE CONCRETE & CATCH BASIN REMOVE FENCE & CONCRETE RELOCATE HYDRANT REMOVE SIGN (TYP) PROTECT TREESSEE LANDSCAPE (TYP) PROTECTHANDHOLE REMOVE CONCRETERAMPS REMOVETREES (TYP) REMOVE BITUMINOUS TRAIL (TYP) REMOVE FENCE ANDCONCRETE CURB REMOVE TREE (TYP) SALVAGE GATEASSEMBLY ANDASSOCIATED EQUIPMENT REMOVE FENCE & CONCRETE CURB (TYP) REMOVE LIGHT POLE (TYP) REMOVESIGN (TYP) REMOVE GATE & BOLLARD REMOVE POST.SALVAGE SIGN REMOVE BITUMINOUS TRAIL REMOVE LIFT GATECONCRETE, LIGHTS& BOLLARDS REMOVE SIGN,CONCRETE & LIGHTS REMOVEDRAIN TILE REMOVE DRAIN TILE REMOVELIGHT POLE REMOVE FENCE (TYP) REMOVE WATERMAIN (TYP) REMOVE SIGNS (TYP) REMOVEBITUMINOUSPAVEMENT (TYP) REMOVE CATCH BASINS, CURB, BITUMINOUSTRAIL, CONCRETE ANDBITUMINOUS PAVEMENT AS NECESSARY TOINSTALL STORM SEWER PROTECT TREE (TYP) REMOVE 349' OF8" WATER MAIN PROTECT EXISTINGWATER MAIN REMOVE SIGN PROTECT WALL SUPPLY AND RETURN LINES. REMOVE TO MH AS SHOWN. GROUT OPENING. VERIFYDEPTH OF LINES. PROTECT EXISTING FIBER OPTIC LINE REMOVESTORMMANHOLE REMOVECONCRETE PROTECT HANDHOLE FENCE TO REMAIN UNTILSITE IS SECURE AT LEASTUNTIL ORANGE PHASE REMOVE SIGN PROTECT STORM SEWER - 6" PVC REMOVE 532' OF 2" IRRIGATIONLOOP MAIN REMOVE BOLLARDS PROTECT CONCRETE REMOVE CURB PROTECT PORTION OF ROOF DRAIN, 5' TO REMAIN REMOVE HYDRANT LEAD8" WATERMAINAND PLUG 8" MAIN AT TEE REMOVE STORM SEWER SALAVAGE FIRELANE SIGNS SALAVAGE FIRE LANE SIGNS REMOVE GATE, CONCRETE ANDAPPURTENANCES REMOVEROCK (TYP) SALVAGE ROCK BEHIND CURB REMOVE ROCK REMOVE ROCK REMOVEDOUBLE SWING GATE PROTECT WALL REMOVEROCK (TYP) REMOVE ROCK (TYP) REMOVE PAVEMENT MARKINGS REMOVE PAVEMENT MARKINGS PROTECT COMM AND STORM SEWER REMOVE SIDEWALK TO NEAREST JOINT REMOVE SIDEWALK REMOVE BITUMINOUS PAVEMENT REMOVE STORM PIPESAND FLARED END SECTIONS CAP AND REMOVE HEATINGWATER LINES TO WR BUILDING SEE MECH FOR CLOSING OF VALVES AND CAPPING OF THE MAIN. REMOVE WATERMAIN (TYP) REMOVE HYDRANT AND VALVE REMOVE WATERMAIN (TYP) REMOVE OR ABANDONFIBER OPTIC LINE VERIFY FIBER OPTIC LINE EXISTSAND IS IN USE. REMOVE OR RELOCATE AS NECESSARY TOMAINTAIN ADEQUATE COVER PROTECTBOLLARD 6020 SCALE IN FEET Know what's below. Call before you dig. R A1 DEMOLITION PLAN - SOUTH 1" = 20' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) DEMOLITION PLAN - SOUTH CD402 DEMOLITION NOTES 1.REFER TO SHEET CD101 FOR DEMOLITION NOTES. LEGEND FULL-DEPTH BITUMINOUS PAVEMENT REMOVAL CONSTRUCTION LIMITS REMOVE CONCRETE REMOVE BUILDING AND FOUNDATION >> REMOVE WATER VALVE REMOVE FIRE HYDRANT REMOVE LIGHT REMOVE ELECTRIC STRUCTURE REMOVE STORM STRUCTURE REMOVE WATER LINE REMOVE SANITARY PIPE REMOVE STORM PIPE REMOVE UNDERGROUND TELECOMM REMOVE FIBER OPTIC REMOVE HOT WATER UTILITY REMOVE UNDERGROUND ELECTRIC REMOVE TREES & VEGETATION REMOVE FENCE REMOVE SIGN 18 4 VI C K S B U R G L N N CO. RD. N O . 6 S H E N A N D O A H L A N E S H E N A N D O A H L A N E TYPE B2 FENCE12' HIGH, 12' WIDE DOUBLE GATE W/ RAZORWIRE X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXX X X X X X X X X HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF X X X X X X X X X X X XX XX XX 42' 9' ( T Y P ) PIV W V WV WV CO CO COCO COCO CO CO CO COCO CO CO COCO CO WV W V COCO WV CO CO CO CO CO CO WV WV 20' 15 ' B1 CK501 B612 CURB AND GUTTER (TYP) R 8 0 ' R 9 0 ' R3.6 7 ' C1 CK501 BITUMINOUS PAVEMENT INTERLOCK @ MATCH LINE (TYP) C1 CK502 TYPE B4 FENCE 4' CHAIN LINK FENCE (TYP) C1 CK502 TYPE B2 FENCE 12' FENCE W/ RAZORWIRE A1 CK502 TYPE B3 FENCE12' RAZOR WIRE FENCE WITH PRIVACY SLATS TYPE B2 FENCE12' RAZOR WIRE FENCE END FENCE AT EXISTING POST 10'8.1' CONNECT TO EXISTING FENCE GATE 4 16 13 9 27 7 5 5 1,000 SHORELAND OVERLAY BOUNDARY 2 0 ' P A R K I N G S E T B A C K 20' PARKIN G S E T B A C K INFILTRATION BASIN EXISTING BASIN A1 CS403 EXISTING BUILDINGTO REMAIN STAIRS PER ARCH WALL PER STRUC A1 CS402 A1 CS401 CONCRETE SIDEWALK(TYP) REPLACE FENCE ASNEEDED FOR STORM SEWER. REMOVE TO NEAREST POST TYPE B4 FENCE12' WIDE DOUBLE GATE A5 CS403 ROCK MULCH SEE LANDSCAPE A3 CK503 22' LIFT ARM GATE FREE EXIT LOOP AND BOLLARDS CARD READER & BOLLARDS(TYP) SIGNS (TYP) SEE CS102 CONNECT TO EXISTING4' CHAIN LINK FENCE 159'66' 12 ' F1 CK501 LIGHT DUTY ASPHALT PAVEMENT (TYP) F2 CK501 HEAVY DUTY ASPHALT PAVEMENT (TYP) REFER TO CS102 FOR SIGNAGE ANDSTRIPING (TYP) 50' BLDG S E T B A C K 5 0 ' B L D G S E T B A C K 2 0 ' P A R K I N G S E T B A C K 5 0 ' B L D G S E T B A C K TYPE B5 FENCEBOTH SIDES OF GATE. CONNECT TO 12' FENCE 12040 SCALE IN FEET Know what's below. Call before you dig. R A1 SITE PLAN 1" = 40' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) SITE PLAN CS101 1.VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/ CONSTRUCTION.IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIRCONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 2.DIMENSIONS SHOWN ON THIS PLAN ARE EDGE OF PAVEMENT AND EXTERIOR FACE OF BUILDINGUNLESS NOTED OTHERWISE. 3.MEET AND MATCH EXISTING CONDITIONS. PROVIDE TRANSITION AS NECESSARY. 4.ALL PARKING STALLS TO BE PAINTED WITH A 4" WIDE WHITE STRIPING. ACCESSIBLE SYMBOLS TOBE PAINTED IN WHITE AND ACCESSIBLE ACCESS AISLES TO BE PAINTED WITH A 4" WIDE WHITEPAINTED STRIPE 18 INCHES ON CENTER AND AT 45 DEGREE ANGLES TO STALL, WITH 'NO PARKING'MARKED. REFLECTORIZED PAINT SHALL COMPLY WITH MNDOT 3592. 5.MAXIMUM CROSS SLOPE 2.0%. ON ALL WALKS. 6.REINFORCE ODD SHAPED PAVING PANELS WITH #3 BARS AT 24" EACH WAY. AN ODD SHAPEDPANEL IS CONSIDERED TO BE ONE IN WHICH THE SLAB TAPERS TO A SHARP ANGLE WHEN THELENGTH TO WIDTH RATIO EXCEEDS 2 TO 1 OF WHEN A SLAB IS NEITHER SQUARE, NORRECTANGULAR. 7.ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT A MAXIMUM OF 100'-0" AND CONTROL JOINTS AT AMAXIMUM OF 10'-0". 8.SEE LANDSCAPE PLAN FOR PLANTING, SEEDING AND RESTORATION INFORMATION. 9.CENTER LIGHT POLE BASES 5 FEET FROM EDGE OF PAVEMENT OR BACK OF CURB, UNLESSOTHERWISE NOTED. 10.RETAINING WALLS SHOWN ARE A DELEGATED DESIGN. CONTRACTOR TO OBTAIN A SEPARATEBUILDING PERMIT COMPLETE WITH A STRUCTURAL ENGINEERING DESIGN FOR RETAINING WALLSGREATER THAN 4 FEET IN HEIGHT. 11.CONTRACTOR TO OBTAIN CITY RIGHT OF WAY PERMIT IF WORK WILL EXTEND INTO RIGHT OF WAY. SITE PLAN NOTES PROJECT SUMMARY SHORELAND OVERLAY DISTRICT ZONED : P-I - PUBLIC/INSTITUTIONAL REQUIRED FRONT YARD 50' SIDE YARD 20'REAR YARD 20'HARD SURFACE COVERAGE 25% MAX.PARKING 20' DRIVE AISLE 10' PARKING SUMMARY ECF VISITOR PARKING EXISTING PROPOSED23 STALLS 16 STALLS 9'X18.5' ACCESSIBLE STALL 3 STALLS 3 STALLS 9'X18.5' STALL 20 STALLS 10 STALLS9'X23' PARALLEL STALL 0 STALLS 3 STALLS HCSO PROPOSED PARKING 111 STALLS 8'X18' ACCESSIBLE STALL 5 STALLS9'X18' EV CHARGING STALL 4 STALLS 9'X18' STALL 102 STALLS AREA SUMMARYSITE 2,710,980 SF. (62.24 AC.) EXISTING PROPOSED IMPERVIOUS 806,380 SF. (30%) 850,915 SF. (31%) BUILDING COVERAGE 219,320 SF. (8%)280,222 SF. (10%) PARKING & WALK 587,060 SF. (22%) 570,693 SF. (21%) PERVIOUS 1,904,576 SF. (70%) 1,860,065 SF. (69%) GREEN ROOF 0 SF. (0%) 19,342 SF. (1%) GREENSPACE 1,904,576 SF. (70%)1,840,723 SF. (68%) SHORELAND OVERLAY DISTRICT AREA SUMMARY SITE 1,667,600 SF. (38.51 AC.) EXISTING PROPOSED IMPERVIOUS 677,931 SF. (40.4%) 730,368 SF. (43.8%) PERVIOUS 999,669 SF. (59.6%) 937,232 SF. (56.2%) GREEN ROOF 0 SF. (0%)19,342 SF. (2%) LEGEND HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT BITUMINOUS TRAIL MEDIUM DUTY BITUMINOUS PAVEMENT TIP OUT CURB FOR DRAINAGE ORNAMENTAL FENCE X CHAIN LINK FENCE 18 5 VI C K S B U R G L N N CO. RD. N O . 6 S H E N A N D O A H L A N E S H E N A N D O A H L A N E X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXX X X X X X X X X HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF X X X X X X X X X X X XX XX XX D6 CS102 FIRE LANE SIGNAGE (TYP) HYDRANT EXISTING HYDRANT FIRE DEPARTMENT CONNECTION HYDRANT EXISTING HYDRANT HYDRANT POST INDICATOR VALVE FIRE LANE SIGNAGEFIRE LANE SIGNAGE D6 CS102 FIRE LANESIGNAGE FIRE LANESIGNAGE FIRE LANESIGNAGE D6 CS102 FIRE LANE SIGNAGE FIRE LANESIGNAGE FIRE LANESIGNAGE FIRE LANESIGNAGE FIRE LANESIGNAGE FIRE LANE SIGNAGE WITHDO NOT ENTER SIGNSFACING NORTH FIRE LANE SIGNAGE FIRE LANESIGNAGE B2 CK501CROSSWALK E1 CK502STOP SIGN E1 CK502 ACCESSIBLEPARKING SIGN (TYP) A1 CK501 ACCESSIBLE STALLPAVEMENT SYMBOL E1 CK502STOP SIGN (TYP) E1 CK502 STOP SIGN (TYP) STOP SIGN (TYP) B2 CK501 CROSSWALK B2 CK501 CROSSWALK (TYP) B2 CK501 CROSSWALK (TYP) CROSSWALK (TYP) STOP SIGN (TYP) CROSSWALK (TYP) CROSSWALK (TYP) B2 CK501 CROSSWALK (TYP) CROSSWALK (TYP) E1 CK502 ACCESSIBLEPARKING SIGN (TYP) A1 CK501 ACCESSIBLE STALL PAVEMENT SYMBOL NEW PSS HQ & ECF SIGN SEE ARCH ACF SIGNSEE ARCH INSTALLSALVAGED SPEED LIMIT SIGN INSTALLSALVAGED NO PARKING SIGN E1 CK502 ACCESSIBLE PARKING SIGN (TYP) A1 CK501 ACCESSIBLE STALL PAVEMENT SYMBOL ACCESSIBLE STALL PAVEMENT SYMBOL ACCESSIBLE PARKING SIGN(TYP) E1 CK502 ACCESSIBLEPARKING SIGN (TYP) 18 ' 9'(TYP) 18' 8' 8' 9' TY P 18.5' 9 ' T Y P 18.5' 8 ' T Y P 18 ' 9' TYP 18' 9' TY P 18' 9' TY P ACCESSIBLE STALLPAVEMENT SYMBOL ACCESSIBLE PARKING SIGN(TYP) 18' 9' TY P 8' 8' 8' 18' 18 ' 9'TYP 18' 9' TYP 8' 8' 9' TY P 8' 18 ' 9'TYP 8'8' A1 CK501 ACCESSIBLESTALL PAVEMENT SYMBOL E1 CK502 ONE WAY DO NOTENTER SIGN (2) R6-2A ONE WAYDO NOT ENTER SIGNAGE (3) R6-2a ONE WAY SIGN - R6 ONE WAYDO NOT ENTERSIGN R6-2a E1 CK502 STOP SIGN WITHNO LEFT TURN SIGN ACCESSIBLE ROUTE SEE CG401 FOR DESIGNSLOPES ACCESSIBLE ROUTE SEE D1/CG403 FORDESIGN SLOPES ACCESSIBLE ROUTE SEE D6/CG402 FOR DESIGN SLOPES ACCESSIBLE ROUTESEE D1/CG402 FORDESIGN SLOPES EXISTING FIRELANE SIGNAGE TO REMAIN EXISTING FIRE LANE SIGNAGETO REMAIN EXISTING FIRE LANE SIGNAGE TO REMAIN EXISTING DOUBLE SIDED FIRE LANESIGNAGE TO REMAIN EXISTING DOUBLE SIDED FIRE LANE SIGNAGE TO REMAIN 8040 SCALE IN FEET Know what's below. Call before you dig. R A1 FIRE PROTECTION PLAN 1" = 40' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) SIGNAGE AND STRIPING PLAN CS102 STANDARD DETAILS CITY OF PLYMOUTH REQUIREMENT FOR FIRE LANE SIGNAGE ON PRIVATE DRIVES, NOPARKING FIRELANE 5' 0" 12" 18 " 1. USE LYLE SIGN, "NO PARKING FIRE 2. THE SIGN SUPPORTS WILL BE A U 3. THE SUPPORTING POSTS SHALL BE 4. ALL SIGNS SHALL FACE THE 5. A FIRE LANE SHALL BE REQUIRED IN 6. ANY DEVIATION FROM THE ABOVE PUBLISHED CITY PL. NO. STRT-27 1-22 REVISED 1-20 EMERGENCY ACCESS DRIVES, AND FIRE LANES STANDARD DETAILS CITY OF PLYMOUTH REQUIREMENT FOR FIRE LANE SIGNAGE ON PRIVATE DRIVES, NOPARKING FIRELANE 5' 0" 1. USE LYLE SIGN, "NO PARKING FIRE LANE, LR7-22 OR APPROVED EQUAL. SIGN MUST BE A MINIMUM OF 12" X 18", ALUMINUM PLATE, .080 MIN. THICKNESS, HIGH INTENSITY SHEETING, INSTALLED AT A HEIGHT 5' ABOVE GROUND, WITH 2. THE SIGN SUPPORTS WILL BE A U POST, PAINTED GREEN. THE MATERIALS AND INSTALLATION REQUIREMENTS ARE PER DETAIL STRT-21 UNDER THE "POSTS" SECTION. 3. THE SUPPORTING POSTS SHALL BE SET BACK A MINIMUM OF 12" BUT NOT MORE THAN 36" FROM THE CURB ON BOTH SIDES OF THE FIRE LANE/PRIVATE DRIVE. 4. ALL SIGNS SHALL FACE THE DIRECTION OF TRAVEL AND BE INSTALLED ACCORDING TO THE LOCATIONS IDENTIFIED BY THE CITY ON THE APPROVED SITE PLAN, AND ONSTIE FOR THE DEVELOPMENT. 5. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT CONNECTIONS EXTENDING 5 FEET ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE OFFICIAL. 6. ANY DEVIATION FROM THE ABOVE REQUIREMENTS SHALL BE SUBMITTED IN WRITING, WITH A REVISED SITE PLAN, FOR PRIOR APPROVAL BY THE FIRE OFFICIAL. 12" 18 " RED LETTERING ON WHITE BACKGROUND (STANDARD). PUBLISHED CITY PL. NO. STRT-27 1-22 REVISED 1-20 EMERGENCY ACCESS DRIVES, AND FIRE LANES FIRE LANE SIGNAGED6 NO SCALE LEGEND ACCESSIBLE ROUTE 18 6 CO CO COCO COCO CO CO CO COCO CO CO CO WV X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X X X X X HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF X X X X CO. RD. N O . 6 S H E N A N D O A H L A N E R3 8 2 ' R4 1 2 ' R30' R 3 . 6 7 ' R2 4 3 ' R4 0 0 ' R15' R4 4 8 ' R3.6 7 ' R 1 0 0 ' R30' 19 R3.67 ' R3. 6 7 ' R85 ' R10' R55' R30' R1 3 ' R3.67 ' R3 . 6 7 ' 27 7 R30' R50' R45' R 1 5 0 ' 30 ' 8. 7 ' 5' 10 . 5 ' 9' (TYP) 2 2 ' 2 3 . 6 ' 5 ' 9' 5 ' 9' 20.2'18'24'18' 5.7'4.8' 30' 2 2 ' 24 ' 9' 24.3' 16' 14' 32 ' 5' 6'6' 1 2 ' 8.5' 5' 10 ' 9.8' 8.5' 1 2 ' 21.3' 1 0 ' 37.5' 17 . 6 ' 23 . 6 ' R27' LIGHTINGSEE ELEC (TYP) CONCRETE SIDEWALK (TYP) BITUMINOUS TRAIL (TYP) B612 CURB & GUTTER (TYP) B1 CK501 B612 CURB AND GUTTER (TYP)F1 CK501 LIGHT DUTY ASPHALT PAVEMENT (TYP) C1 CK501 BITUMINOUS PAVEMENT INTERLOCK AT MATCH LINE (TYP) E3 CK502 TYPE A1 FENCE8' ORNAMENTAL SECURITY FENCE (TYP) D5 CK501 CONCRETEMAINTENANCE STRIP (TYP) SIGNSEE CS102 D6 CK502 CONCRETE DRIVEWAY APRON (TYP) CURB TAPER TOB618 CURB & GUTTER A2 CK501 ACCESSIBLE CURBRAMP (TYP) ACCESSIBLE CURBRAMP (TYP) TYPE C PARALLEL RAMP 2 0 ' P A R K I N G S E T B A C K F2 CK501 HEAVY DUTY ASPHALTPAVEMENT (TYP) CONCRETE GUTTER CONCRETEGUTTER A6 CK502 LIGHTING SEE ELEC (TYP) C5 CK501 CURBMODIFICATION AT CATCHBASIN (TYP) 25' VERTICAL PIVOT GATE K9 KENNEL TYPE B1 FENCE 8' SECURITY FENCE (TYP) TYPE B5 FENCE LANDSCAPING SEE LANDSCAPE PLAN CONCRETE SIDEWALK (TYP) BITUMINOUSPAVEMENT INTERLOCK AT MATCH LINE (TYP) B612 CURB & GUTTER (TYP) BITUMINOUS PAVEMENT (TYP) B612 CURB & GUTTER (TYP) CONCRETE SIDEWALK (TYP) CONCRETE SIDEWALK (TYP) B1 CK501 B612 CURB AND GUTTER (TYP) F3 CK501 CONCRETE PAVEMENT (TYP) CONCRETE PAVEMENT (TYP) F4 CK501 CONCRETE SIDEWALK (TYP) E3 CK502 TYPE A1 FENCE 8' ORNAMENTAL SECURITY FENCE A1 CK503 25' VERTICALPIVOT GATE BOLLARD SEEARCH (TYP) BOLLARD SEE ARCH (TYP) CONCRETE PAVEMENT JOINT (TYP) THICKENED EDGE ASPHALT (TYP) C6 CK502 CONCRETE DRIVEWAYAPRON (TYP) A2 CK501 ACCESSIBLE CURB RAMP (TYP) 20' PARKIN G S E T B A C K EXISTING BUILDING TO REMAIN D6 CK502 CONCRETE GUTTER CONCRETE GUTTER CONCRETE PAVEMENT (TYP) CURB MODIFICATION AT CATCHBASIN IN RIGHT-OF-WAY (TYP) CURB MODIFICATION AT CATCHBASIN (TYP) C5 CK501 PATCH STREET TO MATCH EXISTING CARD READER AND BOLLARDS (TYP) CURBMODIFICATION AT CATCHBASIN (TYP) TYPE C PARALLEL RAMP (TYP) TRANSITION FROM 22' TO 24 WIDE DRIVE BIOFILTRATION BASIN SEE CG101 (TYP) BIOFILTRATION BASIN SEE CG101 (TYP) CARD READER AND BOLLARDS(TYP)CURB MODIFICATION AT CATCHBASIN (TYP) STORM SEWER STRUCTURE SEE CU101 (TYP) TYPE BPERPENDICULARRAMP TYPE BPERPENDICULAR RAMP ACCESSIBLE RAMP (TYP) TYPE B PERPENDICULAR RAMP BUILDING SLAB CONNECTION SEE STRUC BUILDING SLAB CONNECTION SEE STRUC BUILDING SLAB CONNECTION SEE STRUC SIGN SEE CS102 SIGN SEE CS102 SIGNSEE CS102 SIGNSEE CS102SIGNSEE CS102 SIGNSEE CS102 SIGNSEE CS102 SIGN SEE CS102 SIGN SEE CS102 SIGN SEE CS102 SIGN SEE CS102 D5 CK501 CONCRETE MAINTENANCESTRIP (TYP) GROUND LIGHTSEE ELEC C1 CK502 TYPE B1 FENCE 8' SECURITY FENCE (TYP) STOOP (TYP) SEE ARCH STOOP (TYP) SEE ARCH STOOP (TYP) SEE ARCH STOOP (TYP) SEE ARCH ARTIFICIAL TURF SEE LANDSCAPE SEE LANDSCAPEFOR STONE BUILDING WALL SEE ARCH E6 CK501 F1 CK501 LIGHT DUTY ASPHALT PAVEMENT (TYP) BITUMINOUS TRAIL (TYP) A6 CK502 B618 CURB & GUTTER (TYP) D7 CK505 BITUMINOUS TRAIL (TYP) CONCRETE EDGE TO MATCH EXISTING GUTTER LIGHTING SEE ELEC (TYP) LIGHTING SEE ELEC (TYP) LIGHTING SEE ELEC (TYP) LANDSCAPING SEE LANDSCAPE PLAN C1 CK501 BITUMINOUS PAVEMENTINTERLOCK @ MATCH LINE (TYP) MODULAR BLOCK RETAINING WALL(TYP) C2 CK501 THICKENED ASPHALTEDGE (TYP) D2 CK501 CONCRETE PAVEMENT JOINT (TYP) C4 CK501 CURB TAPER (TYP) D1 CK501 CONCRETE SIDEWALK JOINT (TYP) THICKENED EDGE ASPHALT (TYP) THICKENED EDGE ASPHALT (TYP) CONCRETESIDEWALK (TYP) B618 CURB & GUTTER (TYP) D7 CK505 CONNECT TOEXISTING B618 CURB CONCRETE PAVEMENT JOINT (TYP) 1 0 ' 1 0 ' 1 3 ' 6' 8.1' R2 2 5 ' 6'CROSSWALK SEE CS102 (TYP) 21.33' 50' BLDG S E T B A C K 5 0 ' B L D G S E T B A C K 6020 SCALE IN FEET Know what's below. Call before you dig. R A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) SITE PLAN - NORTH CS401 1.REFER TO SHEET CS101 FOR SITE PLAN NOTES. SITE PLAN NOTES LEGEND HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT BITUMINOUS TRAIL A1 SITE PLAN - NORTH 1" = 20' MEDIUM DUTY BITUMINOUS PAVEMENT 18 7 PIV WV WV WV COCO WV W V COCO CO CO CO CO CO CO WV X X X X X X X X X X X X X X X X X X X X X X X X X XR15' R 3 . 6 7 ' R10 ' R25' R25' R1 5 ' R3.67' R3.6 7 ' R3.6 7 ' R10' 5 5 6. 5 ' 60 . 4 ' 26 . 8 ' 35' 65.1' 9' (T Y P ) 13.9' 63 . 2 5 ' 8' 10.7' 72 . 4 ' 62.2' 17 . 3 ' 18 ' 9' 18' 5' 10 . 9 ' 3' 11 . 6 ' 7. 9 ' 4' 5. 2 ' 8. 3 ' 5.3' 11' 5' HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF D1 CS403 UTILITY AREA SEE MECH AND ELEC PAVEMENT MARKING CANOPY (TYP)SEE ARCH TYPE A1 FENCE 8' ORNAMENTAL SECURITYFENCE (TYP) TRASH ENCLOSURE SEE ARCH DARCYWELLS EV CHARGER SEE ELEC F2 CK501 HEAVY DUTY ASPHALT PAVEMENT (TYP) F1 CK501 LIGHT DUTY ASPHALT PAVEMENT (TYP) CONCRETE PAVEMENT (TYP) A6 CK502 BITUMINOUSTRAIL (TYP) C1 CK501 BITUMINOUS PAVEMENTINTERLOCK AT MATCH LINE (TYP) C1 CK502 TYPE B1 FENCE 8' SECURITY FENCE (TYP) D5 CK501 CONCRETE MAINTENANCE STRIP (TYP) BOLLARD SEE ARCH (TYP) CONTRACTIONJOINT (TYP) LANDSCAPE WALL SEE LANDSCAPE CONCRETE SIDEWALK (TYP) F4 CK501 CONCRETE SIDEWALK (TYP) F3 CK501 CONCRETE PAVEMENT (TYP) B1 CK501 B612 CURB AND GUTTER (TYP) CURB MODIFICATION AT CATCHBASIN (TYP) C5 CK501 F2 CK501 HEAVY DUTY ASPHALT PAVEMENT (TYP) C1 CK501 BITUMINOUS PAVEMENT INTERLOCK AT MATCH LINE (TYP) ACCESSIBLE CURB RAMP (TYP) A2 CK501 FIRE DEPARTMENT CONNECTION LIGHTING SEE ELEC (TYP) CANOPY COLUMN (TYP) SEE ARCH PROTECT EXISTING HANDHOLE PROTECT EXISTING CONCRETE SIDEWALK SIGN SEE CS102 CONCRETE PAVEMENT (TYP) FIRE HYDRANTAND PIV SEE CU101 C4 CK501 CURB TAPER (TYP) LIGHTINGSEE ELEC (TYP) CAT WALK AT GENERATORSSEE ELEC (TYP) ACCESSIBLE RAMP (TYP) TRANSFORMER SEE ELEC EXTEND CURB FACE AROUND ENCLOSURE TYPE B PERPENDICULAR RAMP ACCESSIBLE RAMP (TYP) BUILDING SLAB CONNECTION SEE STRUC SIGNSEE CS102 SIGN SEE CS102 STOOP (TYP) SEE ARCH STOOP (TYP) SEE ARCH STOOP (TYP)SEE ARCH 8.2'8.2' 34 . 3 ' 3' 11.5' ROCK MULCH (TYP) SEE LANDSCAPE PLAN LIGHTINGSEE ELEC (TYP) C2 CK501 THICKENED ASPHALTEDGE (TYP) D1 CK501 CONCRETE SIDEWALK JOINT (TYP) CONCRETE PAVEMENT (TYP) D2 CK501 CONCRETE PAVEMENT JOINT (TYP) THICKENED EDGE ASPHALT (TYP) THICKENED EDGE ASPHALT (TYP) THICKENED EDGE ASPHALT (TYP) CONNECT TYPE B1 SECURITY FENCE TO EXISTING FENCE DOWEL CONCRETE MAINTENANCE STRIP TO EXISTING 2 0 ' P A R K I N G S E T B A C K 5 0 ' B L D G S E T B A C K 2 0 ' P A R K I N G S E T B A C K PROVIDE CURB TAPER TO CONNECT TO EXISTING SURMOUNTABLE CURB C4 CK501 6020 SCALE IN FEET Know what's below. Call before you dig. R A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) SITE PLAN - SOUTH CS402 1.REFER TO SHEET CS101 FOR SITE PLAN NOTES. SITE PLAN NOTES LEGEND HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT BITUMINOUS TRAIL A1 SITE PLAN - SOUTH 1" = 20' 18 8 WV COCO CO X X X X X X 22 ' 23 ' 18'24' 9' ( T Y P ) R5' R3.67 ' TYPE A1 FENCE 8' ORNAMENTAL SECURITY FENCE (TYP) 18 . 2 ' 1 9 . 7 ' R10 ' R10 ' R3.67' R5' 25' VERTICAL PIVOT GATE RELOCATED 22' VERTICAL PIVOT GATE CANOPY COLUMN SEE ARCH SITE WALL (TYP) SEE LANDSCAPE 8' 8' 18' 3' CANOPY SEE ARCH 7' 11 . 6 ' 8' SITE LIGHTING (TYP) SEE ELEC HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF R30' R30' A6 CK502 BITUMINOUS TRAIL (TYP) C1 CK501 BITUMINOUS PAVEMENT INTERLOCK @ MATCH LINE (TYP)A2 CK501 ACCESSIBLE CURB RAMP (TYP) B1 CK501 B612 CURB & GUTTER (TYP) F2 CK501 HEAVY DUTY ASPHALT PAVEMENT (TYP) F1 CK501 LIGHT DUTY ASPHALT PAVEMENT (TYP) C1 CK501 BITUMINOUS PAVEMENT INTERLOCK AT MATCHLINE (TYP) F4 CK501 CONCRETE SIDEWALK (TYP) A6 CK503 CONCRETE STAIR (3 - 6" RISERS) D5 CK501 CONCRETE MAINTENANCE STRIP (TYP) NEW PSS HQ & ECF SIGN SEE ARCH 6' CARD READER (TYP) R6 ' R6' RELOCATED CARD READER WITH BOLLARDS (TYP) CONNECT TO EXISTING CONCRETE SIDEWALK 5 CONCRETE GUTTER, BOTH SIDES D6 CK502 CONCRETE DRIVEWAY APRON TAPER CURB C5 CK501 CURB MODIFICATION AT CATCHBASIN (TYP) LIGHTING SEE ELEC (TYP) CONCRETE SIDEWALK FOR STATUE 8' 7' 3' ACCESSIBLE CURB RAMP (TYP) FLAGPOLE 7' 9' TYPE B PERPENDICULAR RAMP VERTICAL PIVOT GATE (TYP) 8' ORNAMENTAL SECURITY FENCE (TYP) 8' ORNAMENTAL SECURITY FENCE (TYP) CONCRETE SIDEWALK (TYP) FIRE HYDRANT SEE CU101 RESTRIPE ECF PARKING STALLS 18.5' 9 ' ACCESSIBLE CURB RAMP WITH CONCRETE LANDING (TYP) 4 ' 1 2 ' 8.5' 6 ' GROUND LIGHT SEE ELEC 26' 9 . 5 ' 5.3' 2 . 6 ' 2.5' BIOFILTRATION BASIN SEE CG-101 4.8'4.8' CURB MODIFICATION AT CATCHBASIN (TYP) E3 CK502 A1 CK503 TYPE B PERPENDICULAR RAMP TYPE B PERPENDICULAR RAMP TYPE B PERPENDICULAR RAMP TYPE B PERPENDICULAR RAMP TYPE B PERPENDICULAR RAMP D6 CS403 ADA PUSH PAD BOLLARD SEE SECURITY PLANS SIGN SEE CS102 SIGN SEE CS102 SIGN SEE CS102 CROSSWALK (TYP) SEE CS102 A5 CK502 TYPE A2 FENCE 4' ORNAMENTAL FENCE EXTEND ORNAMENTAL FENCE TO SECURITY FENCE WITH MAXIMUM 6" GAP STOOP (TYP) SEE ARCH C2 CK501 THICKENED EDGE ASPHALT D7 CK505 B618 CURB & GUTTER (TYP) ROCK MULCH SEE LANDSCAPE ROCK MULCH SEE LANDSCAPE (TYP) ROCK MULCH SEE LANDSCAPE (TYP) CROSSWALK SEE CS102 2 0 ' P A R K I N G S E T B A C K 5 0 ' B L D G S E T B A C K 8 ' 18.5' 9 ' 18.5' 4" PAVEMENT STRIPING (TYP) B1 CK501 B612 CURB AND GUTTER (TYP) A2 CK502 TYPE C PARALLEL ACCESSIBLE CURB RAMP (TYP) 11' TAPER FROM 6" TO 0" HT CURB 8' TAPER FROM 6" TO 0" HT CURB 4' 6'F4 CK501 CONCRETE SIDEWALK (TYP) E1 CK501 MEDIUM DUTY ASPHALT PAVEMENT C1 CK501 BITUMINOUS PAVEMENT INTERLOCK AT MATCH LINE (TYP) PROTECT EXISTING WALL SIGN SEE CS102 SIGN SEE CS102 A1 CK501 ACCESSIBLE STALL PAVEMENT SYMBOL (TYP) 5 0 ' B L D G S E T B A C K 2 0 ' P A R K I N G S E T B A C K X X X X X X X X XX X X X X X X X X X X X X X X X 9' (TYP) 8'16'8' BITUMINOUS PAVEMENT INTERLOCK AT MATCH LINE (TYP) B612 CURB & GUTTER (TYP) 24' 15 ' 12 ' 18 ' 24 ' 18 ' 24' 23. 6 ' 20' F2 CK501 HEAVY DUTY ASPHALT PAVEMENT (TYP) R15' R4.25' R 3 . 6 7 ' R14 ' R3.67' R10 ' R 2 5 ' R3.67 ' R8' R15' R 1 0 ' R25' R5'R3.5' R3.5 ' R49 ' R4.2 5 ' F1 CK501 LIGHT DUTY ASPHALT PAVEMENT (TYP) R 2 ' ( T Y P ) 4 16 13 9 1,000 SHORELAND OVERLAY BOUNDARY BUS SHELTER 10' 6' LIGHTING SEE ELEC (TYP) 5' 6' CONNECT TO EXISTING SIDEWALK 5' PROTECT EXISTING TREE TO REMAIN SEE LANDSCAPE 3' 3' 4' 9.2' TYPE C PARALLEL RAMP R2 0 ' SIGN SEE CS102 SIGNSEE CS102 SIGN SEE CS102 A3 CK503 24' LIFT ARM GATE FREE EXIT LOOP AND BOLLARDS CARD READER AND BOLLARDS (TYP) A3 CK503 18' LIFT ARM GATE FREE EXIT LOOP AND BOLLARDS MAINTENANCE LIGHTING SEE ELEC (TYP) MODULAR BLOCKRETAINING WALL A1 CK501 ACCESSIBLE STALL PAVEMENT SYMBOL (TYP) CROSSWALK (TYP) SEE CS102 C6 CK502 MODULAR BLOCK RETAINING WALL B1 CK501 B612 CURB &GUTTER (TYP) F4 CK501 CONCRETE SIDEWALK (TYP) C1 CK501 BITUMINOUS PAVEMENT INTERLOCK AT MATCH LINE (TYP) A2 CK501 ACCESSIBLE RAMP (TYP) TYPE B PERPENDICULAR RAMP 42' 7' WIDE TYPE B2 AND B3 GATES EACH MATCH ADJACENT FENCE TYPE R3. 7 ' 5.7' CONCRETE SIDEWALK (TYP) A2 CK501 ACCESSIBLE CURB RAMP (TYP)TYPE C PARALLEL RAMP 7' SEE CS102 FOR STRIPING AND SIGNANGE (TYP) C1 CK502 TYPE B2 FENCE12' RAZOR WIRE FENCE END FENCE AT BUILDING ROCK MULCH SEE LANDSCAPE LIGHT DUTY ASPHALT (TYP) 10' C1 CK502 TYPE B3 FENCE 12' RAZOR WIRE FENCE WITH PRIVACY SLATS END FENCE AT BUILDING 40 . 4 ' 20' PARKIN G S E T B A C K 50' BLDG S E T B A C K 6020 SCALE IN FEET Know what's below. Call before you dig. R A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) ENLARGED SITE PLANS CS403 D1 ENLARGED SITE PLAN 1" = 10' 1.REFER TO SHEET CS101 FOR SITE PLAN NOTES. SITE PLAN NOTES LEGEND HEAVY DUTY BITUMINOUS PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT BITUMINOUS TRAIL 3010 SCALE IN FEET CAULK WATERPROOF CEMENT ALUM FLASH COLLAR 2'-6" 6" CONCRETE BASEDEPTH AND DIAMETER TO BE DETERMINED BY THE CONTRACTOR AND CERTIFIED BY ASTRUCTURAL ENGINEER NOTES: 1.REFER TO ELECTRICAL FOR POWER INFORMATION D6 FLAG POLE BASE NO SCALE TAPERED ALUMINUM FLAG POLE80-120 GRIT SATIN BRUSH FINISH HEIGHT TO TOP OF BASE=30' DRY SANDTIGHTLY TAMPED STEEL WEDGES 1/4" GALV STEEL TUBE 1" PVC 1/8 CU YD OF 1" ROCK 1/2" STEEL BASE PLATE STEEL SUPPORT PLATE (6")WELD TO GROUND SPIKE GROUNDING SPIKE HARDWOOD WEDGES GOLD ANODIZEDALUMINUM BALL A5 ENLARGED SITE PLAN 1" = 20'A1 ENLARGED SITE PLAN 1" = 20' 18 9 PIV WV WV W V CO CO COCO COCO CO CO CO COCO CO CO COCO CO WV W V COCO WV CO CO CO CO CO CO WV WV B-02 B-21 B-22 B-18 B-17 B-24 B-19 B-20 B-25 B-26 B-27 B-28 B-29 B-04 B-03 B-06 B-10 B-07 B-09 B-05 B-08 B-11 B-13 B-14 B-16 B-15 B-12 B-31 B-30 VI C K S B U R G L N N CO. RD. N O . 6 S H E N A N D O A H L A N E S H E N A N D O A H L A N E B-23 B-32 B-34 B-35 B-36 B-33 X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXX X X X X X X X X HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF FFE = 971.00 X X X X X X X X X BIOFILTRATION BASIN 1 BOTTOM 960.51-YR HWL 961.52-YR HWL = 961.6 10-YR HWL = 962.2100-YR HWL = 963.1 INFILTRATION 1 BASIN BOTTOM 950.0 1-YR HWL = 952.1 2-YR HWL = 952.4 10-YR HWL = 954.1 100-YR HWL = 957.7 WEST FOREBAY BOTTOM 957.0 1-YR HWL = 959.5 2-YR HWL = 959.9 10-YR HWL = 960.2 100-YR HWL = 960.9 X X XX XX XX 980 981980 981 98 0 9 7 9 9 8 1 979 978 977 976 972 97 5 970 971 972 973 97 4 971 970 969 96 8 967 966 965 965 966 964966968 969 968966964 965964 970 975 964 966968 9 6 9 9 6 8 97 0 9 7 0 982 982 985 986 983 984 9 7 0 97 1 9 7 0 9 7 1 9 7 1 9 7 0 97 1 969 970 97 0 96 8 96 6 96 4 96 2 96 9 96 7 96 5 96 3 965 962 968 9 6 7 967969 969 9 6 9 97 5 973 972 970 975 97 3 97 5 975 980 968 96 0 . 5 96 1 960.5 962960.5 970 967965963961 962 970 960.5 963962 9 6 0 . 5 962 962 966 983 982 984 98 4 984 980 981 974 97 2 972 970 97 0 960.5 965 960 96 0 95 5 95 0 969 960 965 95 5 96 0 96 5 969 9 6 9 970 969 97 0 971 960.5 955 950 955 950 95 0 968970 971972973974 9 6 2 9 6 4 9 6 5 970 970 97 0 97 4 97 3 9 7 2 970 971 970 9 7 2 97 6 97 0 96 9 97 3 97 1 970 969 969 969 96 9 967 964 968 97 0 9 6 5 9 6 0 . 5 9 6 2 97 6 98 0 971 973 973 976 977 98 1 965 964 963 962 961 960 959 958 957 956 955 954 952 951 950 96 9 98 2 98 2 98 0 97 9 967 968 969 9 6 5 9 6 6 9 6 6 953 . 5 953.5 9 6 3 9 6 5 96 6 96 6 9 6 4 969 EXISTING BIO- FILTRATION BASINEXISTING SAND FILTER A1 CG402 A1 CG401 D1 CG402 D4 CG402 D6 CG402 12040 SCALE IN FEET Know what's below. Call before you dig. R A1 GRADING PLAN 1" = 40' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) GRADING PLAN CG101 LEGEND CONCRETE PAVEMENT STORM SEWER>> MAJOR EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR 966.3' ± MATCH MATCH EXISTING 966.35' HP HIGH POINT LOW POINT TOP OF CURB 966.35' LP 966.35' TC 1005 1006 GRADING NOTES IMPERVIOUS PERVIOUS EXISTING PROPOSED BUILDING TOTAL IMPV NPDES AREA SUMMARY 0.459 ACRES PAVEMENT 2.977 ACRES 3.436 ACRES 7.870 ACRES 0.000 ACRES 1.855 ACRES 3.094 ACRES 4.949 ACRES 5.934 ACRES 0.444 ACRES 1.VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IFANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIRCONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 2.REFER TO DEMOLITION PLAN FOR EXTENT OF UTILITY REMOVALS UNDER THIS CONTRACT. 3.FOLLOW ALL RECOMMENDATIONS PRESENTED IN GEOTECHNICAL EVALUATION REPORT PREPAREDBY KILO ENGINEERING, LLC, ROSEVILLE, MN, DATED JANUARY 9, 2023. 4.SIDEWALLS SHALL BE RETAINED BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTINGPROJECT EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSO RESPONSIBLE FORNAMING THE “COMPETENT INDIVIDUAL” AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER -OSHA). 5.CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SOIL, UTILITY AND BUILDING RETENTIONSYSTEMS. 6.SEE SHEET CU101 STORM SEWER INFORMATION 7.RELOCATE BENCHMARKS AS NECESSARY WITH NEW BENCHMARK LOCATIONS WITHIN A TOLERANCEOF 0.010 VERTICAL FEET. 8.THE PROPOSED GRADES SHOWN ON THE GRADING PLAN ARE FINISHED GRADES. SPOT ELEVATIONSALONG CURB LINES REPRESENT THE FLOWLINE UNLESS OTHERWISE NOTED. 9.GRADING ACTIVITY WHICH BLOCKS TRAFFIC OF ANY PUBLIC STREET, ALLEY, OR DRIVE IS SUBJECTTO APPROVAL BY THE CITY OF PLYMOUTH. ALL WORK ON SITE SHALL BE SUBJECT TO HENNEPINCOUNTY APPROVAL. 10.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. 11.IN AREAS WHERE NEW FILL IS TO BE PLACED ON SLOPING GROUND, BENCHING THE SURFACE SHALLBE COMPLETED PRIOR TO PLACING THE FILL. BENCHING SHALL BE COMPLETED WHERE SLOPESARE STEEPER THAN 4:1 (HORIZONTAL:VERTICAL). 12.SEE SHEET CG201 FOR THE SEDIMENTATION AND EROSION CONTROL PLAN. 13.SEED ALL NON BUILDING AND NON PAVEMENT AREAS FOLLOWING FINAL GRADING ACTIVITIES PERTHE LANDSCAPE PLANS. 14.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOWWATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS. 15.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA REGULATIONS IN THEEXECUTION OF WORK UNDER THIS CONTRACT. 16.THE CONTRACTOR SHALL PROVIDE DECOMPACTION OF ALL DISTURBED SOILS MEETING CURRENTCITY OF PLYMOUTH ENGINEERING GUIDELINES, B3 REQUIREMENTS, AND STANDARD DETAILSPECIFICATIONS. SEE LANDSCAPE DRAWINGS FOR ALL TOPSOIL SECTIONS. 17.REFER TO LANDSCAPE PLANS FOR AREAS TO RECEIVE PERMANENT SEED, SOD, TREES, ANDSHRUBS, ETC. 18.THE CONTRACTOR SHALL ADJUST TO GRADE ALL UTILITY STRUCTURES AND APPURTENANCES THATFALL WITHIN THE LIMITS OF THIS CONTRACT. THE CONTRACTOR SHALL KEEP ALL SAID EXISTINGUTILITIES AND THEIR APPURTENANCES FREE OF DEBRIS AND OPERABLE AT ALL TIMES DURINGCONSTRUCTION. 19.ALL GRADES WITHIN THE LANDSCAPED AREA SHALL NOT EXCEED 3 HORIZONTAL TO 1 VERTICALAND HAVE A MINIMUM GRADE OF 2%, UNLESS OTHERWISE NOTED. GRADED SWALES MUST HAVE AMINIMUM BOTTOM SLOPE OF 0.5%. 20.ALL PAVEMENT GRADES SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:ASPHALT PAVEMENT - 1.5% MINIMUM, 5% MAXIMUMCONCRETE PAVEMENT - 1% MINIMUM, 5% MAXIMUM 21.GRADE TOP OF BERMS TO SHED WATER WITH A MINIMUM 2% SLOPE. DO NOT BUILD BERMS WITH AFLAT TOP. 22.OBTAIN CITY GRADING PERMIT PRIOR TO COMMENCEMENT OF PROJECT UNLESS REQUIREDDEMOLITION AND BUILDING PERMITS ARE OBTAINED PRIOR TO ANY GRADING OPERATIONS. 23.CONTRACTOR TO REMOVE SEDIMENT FROM FOREBAYS, BASINS AND CLEANOUT STORM SEWER OFSEDIMENT UPON FINAL STABILIZATION. GREEN ROOF TOTAL 11.306 ACRES 11.306 ACRES SBSB SOIL BORING 19 0 A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) SWPPP CG200 19 1 B-02 B-21 B-22 B-18 B-17 B-24 B-19 B-20 B-25 B-26 B-27 B-28 B-29 B-04 B-03 B-06 B-10 B-07 B-09 B-05 B-08 B-11 B-13 B-14 B-16 B-15 B-12 B-31 B-30 VI C K S B U R G L N N CO. RD. N O . 6 S H E N A N D O A H L A N E S H E N A N D O A H L A N E B-23 B-32 B-34 B-35 B-36 B-33 PIV WV WV W V CO CO COCO COCO CO CO CO COCO CO CO COCO CO WV W V COCO WV CO CO CO CO CO CO WV WV X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXX X X X X X X X X HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF FFE = 971.00 X X X X X X X X X X X XX XX XX 14' CURB TAPER VERIFY DEPTH OF POWER AND TELECOMM LINES ANDMAINTAIN A MINIMUM 18" OFCOVER OVER CONDUITS 3' CURB TAPER 10' CURB TAPER 3' CURB TAPER 3' CURBTAPER 3' CURBTAPER 3' CURBTAPER 3' CURBTAPER 3' CURBTAPER 3' CURBTAPER 3' CURBTAPER 2.5' CURBTAPER 3' CURBTAPER 3' CURBTAPER 3' CURBTAPER 3' CURB TAPER 3' CURB TAPER 7' CURBTAPER 3' CURB TAPER 3' CURB TAPER 18' CURB TAPER 3' CURB TAPER 980 981980 981 98 0 9 7 9 9 8 1 979 978 977 976 972 97 5 970 971 972 973 97 4 971 970 969 96 8 967 966 965 965 966 964966968 969 968966964 965964 970 975 964 966968 9 6 9 9 6 8 97 0 9 7 0 982 982 985 986 983 984 9 7 0 97 1 9 7 0 9 7 1 9 7 1 9 7 0 97 1 969 970 97 0 96 8 96 6 96 4 96 2 96 9 96 7 96 5 96 3 965 962 968 9 6 7 967969 969 9 6 9 97 5 973 972 970 975 97 3 97 5 975 980 968 96 0 . 5 96 1 960.5 962960.5 970 967965963961 962 970 960.5 963962 9 6 0 . 5 962 962 966 983 982 984 98 4 984 980 981 974 97 2 972 970 97 0 960.5 965 960 96 0 95 5 95 0 969 960 965 95 5 96 0 96 5 969 9 6 9 970 969 97 0 971 960.5 955 950 955 950 95 0 968970 971972973974 9 6 2 9 6 4 9 6 5 970 970 97 0 97 4 97 3 9 7 2 970 971 970 9 7 2 97 6 97 0 96 9 97 3 97 1 970 969 969 969 96 9 967 964 968 97 0 9 6 5 9 6 0 . 5 9 6 2 97 6 98 0 971 973 973 976 977 98 1 965 964 963 962 961 960 959 958 957 956 955 954 952 951 950 96 9 98 2 98 2 98 0 97 9 967 968 969 9 6 5 9 6 6 9 6 6 953 . 5 953.5 9 6 3 9 6 5 96 6 96 6 9 6 4 969 RIM = 964.40' BIOFILTRATION BASIN - CELL 2 EXISTING BIO- FILTRATION BASIN EXISTING SAND FILTER INFILTRATION BASIN BIOFILTRATIONBASIN - CELL 1RIP RAP SPILLWAY (TYP) E2 CK503 ROCK CONSTRUCTIONENRTANCE (TYP) E6 CK503 EROSION CONTROLBLANKET (TYP) E4 CK503 RIP RAP SPILLWAY (TYP) C6 CK503 FILTER LOG SLOPEPROTECTION (TYP) FILTER LOG SLOPEPROTECTION (TYP) EROSION CONTROLBLANKET (TYP) EROSION CONTROL BLANKET (TYP) E6 CK503 EROSION CONTROLBLANKET (TYP) C2 CK503 SEDIMENT LOG DITCHCHECK (TYP) E1 CK503 SILT FENCE (TYP) E4 CK503 RIP RAP SPILLWAY (TYP) SILT FENCE (TYP) EROSION CONTROL BLANKET (TYP) EROSION CONTROL BLANKET (TYP) C1 CK503 INLET PROTECTION(TYP) C1 CK503 INLET PROTECTION (TYP) E1 CK503 SILT FENCE (TYP) SILT FENCE (TYP) RIP RAPSPILLWAY (TYP) INLET PROTECTION(TYP) INLET PROTECTION (TYP) RIP RAP SPILLWAY (TYP) EROSION CONTROLBLANKET (TYP) ROCK CONSTRUCTION ENTRANCE (TYP) SILT FENCE (TYP) C1 CK503 INLET PROTECTION (TYP)INLET PROTECTION (TYP)INLET PROTECTION(TYP) INLET PROTECTION(TYP) C1 CK503 INLET PROTECTION (TYP)INLET PROTECTION(TYP) EROSION CONTROLBLANKET (TYP) SILT FENCE (TYP) E4 CK506 BIOFILTRATION WITH ELEVATED UNDERDRAIN (TYP) E4 CK506 BIOFILTRATION WITHELEVATED UNDERDRAIN (TYP) C1 CK506 INFILTRATION BASIN SILT FENCE (TYP) PLACE SILT FENCE ALONG STOCKPILE PERIMETER PRIOR TO STOCKPILING MATERIAL STOCKPILE AREA PLACE SILT FENCE ALONGSTOCKPILE PERIMETER PRIOR TO STOCKPILINGMATERIAL STOCKPILEAREA INLET PROTECTION(TYP) SITE SOIL PROTECTION ZONE TO INCLUDE BIOFILTRATION BASIN. CONSTRUCTION TRAFFICSHALL NOT ENTER BASIN BOTTOM ONCE FILTERMEDIA HAS BEEN PLACED. BASIN BOTTOM SHOULD BE DELINEATED WITH STAKES SITE SOIL PROTECTION ZONE TO INCLUDEBIOFILTRATION BASIN. CONSTRUCTION TRAFFIC SHALL NOT ENTER BASIN BOTTOM ONCE FILTERMEDIA HAS BEEN PLACED. BASIN BOTTOMSHOULD BE DELINEATED WITH STAKES SITE SOIL PROTECTION ZONE TO INCLUDE BIOFILTRATION BASIN. CONSTRUCTION TRAFFIC SHALL NOT ENTER BASIN BOTTOM ONCE FILTER MEDIA HAS BEEN PLACED. BASIN BOTTOM SHOULD BE DELINEATED WITH STAKES INLET PROTECTION(TYP) INLET PROTECTION(TYP) INLET PROTECTION(TYP) C5 CK506 OVERFLOW WEIR INSTALL DOUBLE ROW OF SILT FENCE A MINIMUM OF 3' AND MAX OF 5' AT INFILTRATION BASIN INLET PROTECTION (TYP) HAUL ROUTE TOSTOCKPILE DO NOT ENTER INFILTRATION BASIN INSTALL DOUBLE ROW OF SILT FENCE A MINIMUM OF 3' AND MAXOF 5' AT INFILTRATION BASIN INSTALL DOUBLE ROW OF SILT FENCE A MINIMUM OF 3' AND MAXOF 5' AT INFILTRATION BASIN WEST FOREBAY EAST FOREBAY 15' 8' EMERGENCY OVERFLOW WITH NON WOVEN GEOTEXTILE FABRICAND TYPE III RIPRAP ON FABRIC INLET PROTECTION (TYP)INLET PROTECTION (TYP) 8040 SCALE IN FEET Know what's below. Call before you dig. R A1 SEDIMENT AND EROSION CONTROL PLAN 1" = 40' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) SEDIMENT AND EROSION CONTROL PLAN CG201 EROSION CONTROL NOTES INLET PROTECTION ROCK CONSTRUCTION ENTRANCE FILTER LOG SEDIMENT CONTROL SILT FENCE REVEGETATION SEE LANDSCAPE PLAN EROSION CONTROL BLANKET(ALL SEEDED SLOPE >3:1 OR AS INDICATED) STOCKPILE DITCH CHECK LEGEND 1.SEE SWPPP FOR DETAILED REQUIREMENTS. 2.FOLLOW ALL LOCAL, COUNTY, WATERSHED, AND STATE REQUIREMENTS COVERING STORMWATERCOMPLIANCE. 3.INSTALL TEMPORARY BMP'S PRIOR TO COMMENCING GRADING ACTIVITIES. MAINTAIN BMP'STHROUGHOUT THE DURATION OF THE PROJECT. REMOVE TEMPORARY BMP'S AFTER SITE IS STABILIZED. 4.INSPECTIONS SHALL BE CONDUCTED BY THE CONTRACTOR ONCE EVERY SEVEN (7) DAYS DURINGACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN24 HOURS. 5.ADJACENT STREETS TO BE CONTINUOUSLY MONITORED FOR VEHICLE TRACKING AND IF NECESSARYSCRAPED CLEAN DAILY AND SWEPT CLEAN WEEKLY OR MORE OFTEN AS NEEDED. 6.THE CONTRACTOR SHALL LIMIT THEIR ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE GRADINGPLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE. THE CONTRACTORSHALL SCHEDULE THEIR OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. 7.ANY TEMPORARY SOIL STOCKPILES ON THE SITE ARE TO BE SURROUNDED WITH SILT FENCE ANDHYDRO MULCHED AND SHALL NOT BE PLACED IN STORM WATER CONVEYANCES OR SURFACE WATERS. 8.ALL EROSION, SEDIMENT AND WASTE CONTROL ITEMS MUST BE IN COMPLIANCE WITH THE MPCA CSWPERMIT (MN R100001). 9.SEE LANDSCAPE PLANS FOR TREE PROTECTION. CONSTRUCTION LIMITS HAUL ROUTE 1 1 ADDENDUM 001 05/XX/2023 1 19 2 CO CO COCO COCO CO CO CO COCO CO CO CO WV S H E N A N D O A H L A N E X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X PROTECT EXISTING TREE (TYP) SEE LANDSCAPE SEE CG402 HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF FFE = 971.00 971.00' 970.87' 970.99' 970.87' 970.72' 970.72' TC 970.43' 969.40' LP 970.00' EOF 2.0%3.8% 970.00' EOF 969.40' LP 969.70' EOF 970.92'970.82' 970.67'970.55'971.38' 971.08' 971.68' 971.12' 969.72'970.00' 969.78' 970.22' 969.43' 970.72' 970.72' TC 970.38'970.67' 970.82' 969.55' 969.45' 971.00' 971.00' 970.92' 970.72'970.72'970.82' 969.86'970.36' TC 970.46' 969.86'969.86' TC 970.06'970.56' TC 1.7% 970.20' 14 ' T A P E R 969.96' 970.67' 970.66' 1.7% 0.9% 970.75'970.83' 5. 0 % 4.0% 4. 7 % 4.0% 1. 5 % 10 ' T A P E R 969.54' 971.00' 970.87' 971.00'971.00' 969.42' 969.30' LP 970.02' 969.60' 970.00' EOF 970.87' 970.72' 971.22' TC970.72' 969.90' 2.0% 969.60' LP 970.39' 970.39' 15 ' T A P E R 970.72'970.72' TC 970.22'970.72' TC 970.43' TC 970.04' TC 2.0% 970.50'2.1% 970.26' 21' TAPER 1. 5 % 972.40' BW981.23' TW 971.10' BW980.95' TW 971.35' BW980.20' TW 971.50' BW979.00' TW 972.25' BW972.75' TW 975.40' BW975.90' TW 2. 5 % 970.02' 970.72' 971.74' 974.67'968.20' 971.33' HP 969.77'1.0%3.5% 972.49' 974.33'2.6% 4.1% 967.50'4.1% 966.75'967.26'3.8% 974.8' ± MATCH 973.82' 4. 9 % 968.54' 968.68' 968.80' 1.1% 974.30' TC974.30' 974.20'974.20' TC 974.40'974.47' 974.98' 970.92'970.92' 970.92' 970.92' A5 CG403 A1 CG403 974.29'974.79' TC 974.52'974.52' TC 974.57'974.57' TC 975.17' TC 974.62' 1.7% 970.05' 2.0% 966.58'966.40'965.27' 0 . 0 % 0 . 2 % 965.32'965.50' 0 . 0 % 2 . 0 % 9' CURB TAPER 3' CURB TAPER 974.00'974.50' TC 974.60' 3.0% 974.30' 10' CURBTAPER 9' CURB TAPER 965.40' EOF 970.67' 970.67'970.92' 971.00'971.00'970.92'970.92'970.67' 97 5 970 971 972 973 97 4 971 970 969 968 967 966 965 965 966 964 966 968 969 968 966 964 965 964 970 975 967 964 966 968 9 6 9 9 6 8 97 0 9 7 0 9 7 0 97 1 9 7 1 975 980 960.5 962 960.5 970 967 965 963 961 962 970 960.5 963 962 9 6 0 . 5 962 962 966 97 0 960.5 968969970 971 972 973 974 9 6 2 9 6 4 9 6 5 970 97 0 970 97 0 97 4 97 3 9 7 2 970 971 970 964 968 97 0 9 6 5 97 6 969 96 7 9 6 3 9 6 5 96 6 5.0% GRADE TO 11' FROMBACK OF CURB, THEN TRANSITION TO 3:1 SLOPE 965.17' EOF 966 6020 SCALE IN FEET Know what's below. Call before you dig. R A1 GRADING PLAN - NORTH 1" = 20' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) GRADING PLAN - NORTH CG401 UTILITY NOTES 1.REFER TO SHEET CG101 FOR GRADING NOTES & LEGEND 19 3 PIV W V WV W V COCO CO WV W V COCO CO CO CO CO CO CO WV X X X X X X X X X X X X X X X X X X X X X X X X X X X SEE CG401 FIELD VERIFY DEPTH BEFORE EXCAVATION HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF FFE = 971.00 S H E N A N D O A H L A N E FIELD VERIFY DEPTH BEFORE EXCAVATION 968.10' LP 969.30' LP 970.00' EOF 970.00'970.67' 970.87' 970.55' 970.72' TC 970.82' 971.00' 970.87'970.80' 969.71' 970.72' 970.22'970.72' TC 970.98' 971.68' 970.26'969.66'970.67' 969.53' 968.85' 971.00' 970.67'971.00' 968.50' EOF 968.66' 971.00' 969.33' 969.00' 1. 5 % 969.28'1. 3 % 969.75' 1. 4 % 968.00' LP 3. 0 % 7. 5 % 2. 9 % 969.7' ± MATCH 968.00' LP 969.73' 970.40' 970.82' 968.22' 968.50' 968.3' ± MATCH 968.4' ± MATCH 969.59' 968.50' 2. 3 % 970.67' 969.06' 2. 0 % 968.45' LP 4.2 % 3. 7 %969.00' EOF 1.5% 969.50' TC 969.00' EOF 969.8' ± MATCH 969.8' ± MATCH 969.8' ± MATCH 1.5% 969.17' 969.00' 968.84'968.86' TC 11' TAPER 2.4% 971.00' 970.94' 970.94'971.00' 971.00' 970.00'969.77'969.45' 969.31' 969.27' 969.49' 969.83' 968.60' 2.0% 1.6% 1. 5 % 2.2% 970.32'970.80' 1. 5 % 1. 5 % 0. 5 % 970.82' 2.0% 970.80' 971.00' 970.92' 970.92'970.92' 1.5%0.7% 969.70' D1 CG403 970.92' 970.92' 971.00' 970.72' TC970.72' 970.06' TC970.56' 968.4' ± MATCH 968.3' ± MATCH 968.4' ± MATCH 967.1' ± MATCH 967.6' ± MATCH 965.32'965.50'2.0% 0 . 9 % 0 . 0 % 9 7 0 9 7 1 9 7 0 97 1 969 97 0 97 0 96 8 96 6 96 4 96 2 96 9 96 7 96 5 96 3 965 962 968 9 6 7 967969 969 9 6 9 97 5 973 97 3 97 5 968 96 0 . 5 96 1 97 2 970 97 0 960.5 969 9 6 9 970 969 971 970 9 7 2 97 6 97 0 96 9 97 3 97 1 970 969 969 969 96 9 967 9 6 0 . 5 9 6 2 968 969 9 6 5 9 6 6 9 6 6 9 6 3 96 6 9 6 4 968.7' ± MATCH 969.2' ± MATCH 969.4' ± MATCH 969.4' ± MATCH 1.0% 969.0' ± MATCH 968.90' 969.20' 969.40' 968.30' 968.40' 969.9' ± MATCH 969968.50' 967.66' 968 X X X X X X X XX X X X X X X X X X X X X X X FIELD VERIFY DEPTH AND ADJUST UTILITIES AS REQUIRED TO MAINTAIN PROPER COVER 2.0% 2.0% 983.6' ± MATCH 981.65' 1.5 % 983.7' ± MATCH 984.73' HP 984.00' 984.36' 983.72' 981.63' 980.88'980.30' 979.78' 979.57' 979.45' 979.40' 980.47' 980.4' ± MATCH 980.2' ± MATCH980.6' ± MATCH 982.67' 1.5% 1. 5 % 981.41' 2.5% 981.60' 981.33' 981.10' 982.65' 982.43' 982.56' 982.91' 981.45' 980.69' 980.6' ± MATCH 980.10' 978.9' ± MATCH 980.00' BW986.25' TW 979.04'978.75' 980.00' BW985.13' TW 979.60' BW983.87' TW 979.60' BW983.55' TW 979.30' BW979.80' TW 979.70' BW980.00' TW 979.45' 979.10' 979.98' 1.9% 984.25' HP 984.05' 978.8' ± MATCH 978.7' ± MATCH 979.69' 979.50' 980.28'979.92' 2.0%1. 5 % 980.55'980.19' 980.75' 980.43'980.31' 2. 5 % 981.33'D5 CG403 1.5% 1. 5 % 3.0% 980 981980 981 98 0 9 7 9 9 8 1 979 982 982 985 986 983 984 983 982 984 98 4 984 980 981 97 6 98 0 9 8 1 WV X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX STAIR & WALLSEE ARCH 977.67' 977.67' BW 981.2' ± MATCH 976.68' 974.50' 970.25'970.5' ± MATCH 970.1' ± MATCH 974.10' 969.70' LP 977.21' 981.75' 976.2' ± MATCH 977.67' 977.15' 970.50'970.50' TC 970.75' TW 12' TAPER 969.77'970.27' TC 982.00' TW 981.2' ± MATCH 1.6% 978.40' BW981.74' TW 979.00' BW979.50' TW VERIFY DEPTH OF POWERAND TELECOMM LINES ANDMAINTAIN A MINIMUM 18" OF COVER OVER CONDUITS 971.95' RIM 978 977 976 972 972 970 975 974 972 971 971 973 973 976 977 98 1 98 2 98 2 98 0 97 9 965.8± MATCH 967.5± MATCH 966.45 966.10 967.03 966.75 967.2± MATCH 967.30 967.8± MATCH 1.5% 0 . 9 % 1.8 % 966.95 966.70 1 . 9 % 2.0% 967.20 TC 966.83966.83 TC 966.95 TC 966.90 967.30 TC 967.1± MATCH 967.8± MATCH 967.9± MATCH 967.30967.80 TC 967 966.10 6020 SCALE IN FEET Know what's below. Call before you dig. R A1 GRADING PLAN - SOUTH 1" = 20' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) GRADING PLAN - SOUTH CG402 UTILITY NOTES 1.REFER TO SHEET CG101 FOR GRADING NOTES AND LEGEND D1 ENLARGED GRADING PLAN 1" = 20'D4 ENLARGED GRADING PLAN 1" = 20'D6 ENLARGED GRADING PLAN 1" = 20' 19 4 WV CO X X X X X X 966.60' EOF 4.1% 966.25' LP 966.9' ± MATCH 967.60' 968.44' 967.90' 970.67' 4. 2 % 5.0% 965.80' 1.5% 966.50' 965.92' LP 967.28' 969.10' 969.10' 968.44' 2.0% 2.0% 2.0% 1.4%970.76' 968.60' 2.0% 0. 0 % 2. 4 % 968.08' 968.08' 3.7% 968.53' 4. 0 % 966.2' ±MATCH 968.25' 965.98' 968.56' 965.59' 966.25' 966.25'966.30' 4.8 % 966.36'967.22' 967.00' 966.12' 3.7% 969.17' 970.67' 970.80' 970.80' 970.90' 971.00'968.44' 969.86' 969.48' 969.38' 971.00' 971.00'970.80' 968.55' 969.12'969.17' 1. 0 % 970.67' 969.00' 968.44' TC 968.44'968.44' TC 968.94' TC 968.38'968.88' TC 3' CURB TAPER 10' CURB TAPER968.60' 5. 0 % 2.0% 969.44' 968.75' TC968.48'968.98' TC969.05' TC 3.5% 970.31' 970.16' 968.81' 969.38' HENNEPIN COUNTYSHERIFF'S OFFICE PSS HQ 99,990 SFFFE = 971.00 971.00' 966.60' 966.8' ±MATCH 968.50'969.00' TC 967.90'968.40' TC968.23'968.23' TC 968.73' 964.0' ±MATCH 964.10' 963.71' 0 . 6 % 0 . 7 % 8. 3 % 969.06' 968.43' 966.51' 965.80' TC 965.63'965.63' TC 965.53'966.01' TC 3' CURB TAPER 3' CURBTAPER 965.89'966.39' TC 4 . 7 % 966.7' ±MATCH 966.6' ± MATCH 2.0% 3' CURBTAPER 3' CURBTAPER 965.59' TC965.77'965.77' TC 965.88'966.38' TC 965.45'965.95' TC 966.80' TC 966.75' TC 967.19' 967.06' 966.09' 966.27' 5 . 0 % 0 . 9 % 2.0% 6.1% 968 9 6 7 96 7968 97 0 96 9 967 968 969 970 9 6 5 9 6 6 9 6 6 966.87'966.63' CO CO 970.72'971.00' 971.00' 970.72' 970.72'970.72' TC 970.72' TC 970.07'970.57' TC 970.07'970.57' TC 14' CURB TAPER 968.00' 968.20' 4.6% 4.3% 964.0' ± MATCH 966.15' 964.50' 964.76' 965.0' ± MATCH 970.92' 970.87' 967.33' 967.16'4.6% 2.0% 4.5% 967.83' TC 967.66' TC 966.28'966.78' TC 966.15'966.15' TC 965.96'965.96' TC 965.88'966.38' TC 965.61'966.11' TC 965.68'965.67' TC965.86'965.86' TC 965.98'966.48' TC 4 . 8 % 2.0% 966.35'966.17' 966.40' 966.58'2.0% 4 . 4 % 4.9%1 . 3 % 2.0% 4.6% 966.91' 4.4% 4.4% 2.5' CURB TAPER 967.71' 967.54' 3' CURB TAPER 0 . 0 % 3' CURB TAPER 3' CURBTAPER 2 . 0 % 964 966 968 9 6 9 9 6 8 962 966 97 0 960.5 968 9 6 5 96 7 96 6 966 965.57' 964.67' LP 3. 0 % 1.8% 965.2' ±MATCH 1.5% 3.3% 966.90' 967.00' 3' CURBTAPER 966.05' 3 . 1 % 966.28'966.78' TC 966.22'966.22' TC 966.05' TC 3' CURBTAPER 966.00'966.50' TC 964.4' ± MATCH 0 . 7 % 966.41' 966.64' 2 . 0 % 965.35' 965.40' 965.31' 965.27'965.87' TC 965.42' TC 965.40' TC 965.85' TC 965.28'965.78' TC 965.26'965.26' TC 965.23'965.23' TC 965.22'965.72' TC 3' CURBTAPER 3' CURBTAPER 966.22'966.32'966.50' 965.77' 3 . 3 % 4.6% 965.90' 964.92' 3' CURB TAPER 3' CURB TAPER 2.2% 965 965 966 965 967 963 968 969 965.17' EOF 965.40' EOF RIM = 964.40' X X X X X X X X X X X X X X X X X X X X X X X X 2.0% 980.70' 980.90' 981.1' ±MATCH 981.65' 2.0%980.48' 980.18'980.45' 980.60' 1.5% 1. 5 % 1.7 % 4.0% 980.56' 980.7' ± MATCH 981.5' ±MATCH 981.6' ±MATCH 981.7' ±MATCH 982.50' HP 1.9% 981.20' 1.9 % 980.55'981.2' ± MATCH 980.45' TC 980.32'980.82' TC 981.10' TC 980.57'980.57' TC 980.48' 980.70' TC 980.85'980.98' TC 981.40' TC 981.37' 980.23'980.23' TC 980.72'981.21' TC 980.17'980.66' TC 980.33' 980.33'980.33' TC 981.31' 980.4' ±MATCH 7' CURBTAPER 980.64'981.14' TC 980.82'980.82' TC 3' CURB TAPER 980.67' 0.0% 0.2 % 2.6 % 981.30'981.37' 8.0% 3' CURB TAPER 980.43'4. 9 % 2.0% 18' CURB TAPER 2. 2 % 3' CURB TAPER 98 1 979 97 8980 981 97 9 98 0 9 8 1 982 D1 ENLARGED GRADING PLAN 1" = 10' 3010 SCALE IN FEET Know what's below. Call before you dig. R A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) ENLARGED GRADING PLANS CG403 A1 ENLARGED GRADING PLAN 1" = 10'A5 ENLARGED GRADING PLAN 1" = 10' D5 ENLARGED GRADING PLAN 1" = 10' 19 5 VI C K S B U R G L N N CO. RD. N O . 6 S H E N A N D O A H L A N E S H E N A N D O A H L A N E X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXX X X X X X X X X HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF FFE = 971.00 X X X X X X X X X X X XX XX XX PIV WV WV W V CO CO COCO COCO CO CO CO COCO CO CO COCO CO WV W V CO 48" CBMH C2 W/ 4' SUMP & SNOUT1+02 CO WV s EX 48" SSWR MH 1 0+00 48" SSWR MH 2 0+32 SSWR LINE A8" PVC D2 CK504 SANITARY SEWER MANHOLE (TYP) 135'- 4" DRAIN TILE PROTECT EXISTING IRRIGATION TO REMAIN LIGHTING (TYP)SEE ELEC CONNECTING TO EXISTING CATCHBASININV 975.1 E5 CK501 EDGE DRAIN (TYP) PROTECT EXISTINGCOMMUNICATIONS, GAS, AND WATER MAIN TO REMAIN LOWER RIM TO 965.5 A1 CK506 SAFL BAFFLE (TYP) 2 - 20' - 4" DRAINTILE(TYP) STRM L I N E C 1 24" RC P STR M L I N E C 1 24" R C P 24" RCP FES C1 0+00 15" RCP FES I1 0+00 CONNECT TO EX 60" DRYWELL I2 ADD SAFL BAFFLE 0+63 S T R M L I N E I 1 1 5 " R C P 15" RCP FES J1 0+00 CONNECT TO EX 60" DRYWELL J3 ADD SAFL BAFFLE 1+24 ST R M L I N E J 15 " R C P 48" STMH J20+50 STRM LINE J 15" RCP 15" RCP FES K1 0+00 27" CB K2 0+35 STRM LINE K1 15" RCP D4 CK504 STORM MH(STMH) D5 CK505 27" CATCH BASIN (CB) A2 CK504 FLARED END SECTION (FES) CO CO CO CO CO CO WV WV UG COMM SEE ELEC A1 CU402 A1 CU401 12040 SCALE IN FEET Know what's below. Call before you dig. R A1 OVERALL UTILITY PLAN 1" = 40' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) OVERALL UTILITY PLAN CU101 UTILITY NOTES 1.VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TOCONSTRUCTION. ANY DISCREPANCIES BETWEEN LOCATED UTILITIES ANDTHE EXISTING CONDITIONS PLAN SHOULD BE NOTED AND FORWARDED TOTHE ENGINEER. 2.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TOCENTER OF STRUCTURE. 3.PIPE MATERIALS: WATERMAIN CLASS 52 DUCTILE IRON PIPE SAN SEWER ASTM D1785 SCHEDULE 40 PVCSTORM SEWER CLASS III & CLASS IV RCP, SCHEDULE 40 PVCDRAINTILE PERFORATED SCHEDULE 40 PVC 4.ALL UTILITY CONSTRUCTION TO CONFORM WITH MPCA REQUIREMENTS,CITY ENGINEER'S ASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS,AND CITY OF PLYMOUTH LATEST GUIDELINES, STANDARD DETAILS ANDSPECIFICATIONS FOR SANITARY SEWER, WATERMAIN, STORM SEWER ANDSTREET CONSTRUCTION. 5.ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADESWHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITYOWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET OWNERSREQUIREMENTS FOR TRAFFIC LOADING. 6.MAINTAIN 7.5' COVER ON ALL NEW WATERMAIN. 7.REFER TO SHEETS CU201 AND CU202 FOR STORM SEWER AND SANITARYSEWER PROFILES. SANITARY SEWER DOMESTIC WATER SERVICE UNDERGROUND COMMUNICATION LEGEND COMM COMM STORM SEWER GASGG DRAIN TILE UNDERGROUND ELECTRICAL GEOTHERMAL CATCH BASIN MANHOLE (CBMH) STORM MANHOLE (STMH) CONCRETE HEADWALL (HW) CO SANITARY MANHOLE (SSMH) DRAIN TILE CLEANOUT (CO) FIRE HYDRANT GAS OR WATER VALVE OUTLET CONTROL STRUCTURE (OCS) IRRIGATION LINE 19 6 STRM LINE B1 955 960 965 970 975 980 985 990 955 960 965 970 975 980 985 990 -0+250+000+501+001+502+002+503+003+504+00 18" RCP (CLASS III) 68' @ 0.65% 15" RCP (CLASS III) 75' @ 1.30% 15" RCP (CLASS III) 103' @ 1.32% 15" RCP (CLASS III) 82' @ 1.50% 15" RCP (CLASS III) 41' @ 1.50% 48 " C B M H B 3 ST A = 1 + 4 3 RI M = 9 6 9 . 3 1 ' IN L 9 6 2 . 1 1 ' ( S ) IN V 9 6 2 . 1 1 ' ( N E ) 48 " C B M H B 2 ST A = 0 + 6 8 RI M = 9 6 9 . 6 0 ' IN L 9 6 1 . 1 4 ' ( S W ) IN V 9 6 0 . 9 4 ' ( E ) 48 " C B M H B 5 ST A = 3 + 2 7 RI M = 9 6 9 . 4 1 ' IN L 9 6 4 . 6 8 ' ( S ) IN V 9 6 4 . 6 8 ' ( N ) 48 " C B M H B 4 ST A = 2 + 4 5 RI M = 9 6 9 . 4 1 ' IN L 9 6 3 . 4 6 ' ( S ) IN V 9 6 3 . 4 6 ' ( N ) 48 " C B M H B 6 ST A = 3 + 6 8 RI M = 9 6 9 . 3 0 ' IN V 9 6 5 . 3 0 ' ( N ) 18 " R C P F E S B 1 ST A = 0 + 0 0 IN V = 9 6 0 . 5 0 ' ( W ) STRM LINE C1 940 945 950 955 960 965 970 975 980 985 940 945 950 955 960 965 970 975 980 985 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+75 STRM LINE C3 950 955 960 965 970 975 980 985 950 955 960 965 970 975 980 985 -0+25 0+00 0+50 24 " R C P F E S C 1 ST A = 0 + 0 0 IN V = 9 5 0 . 0 0 ' ( N E ) 24" RCP (CLASS IV)102' @ 1.12% 48 " S T M H C 3 ST A = 2 + 1 1 RI M = 9 7 2 . 4 9 ' IN L 9 5 8 . 3 1 ' ( E ) IN V 9 5 8 . 3 1 ' ( S W ) 24" RCP (CLASS III) 105' @ 0.85% 48 " S T M H C 4 ST A = 3 + 1 6 RI M = 9 6 9 . 1 9 ' IN L 9 5 9 . 6 0 ' ( S E ) IN L 9 6 3 . 0 0 ' ( N ) IN L 9 6 7 . 1 9 ' ( E ) IN V 9 5 9 . 2 0 ' ( W ) 18" RCP (CLASS III) 83' @ 0.65% 48 " C B M H C 5 ST A = 3 + 9 9 RI M = 9 6 8 . 0 0 ' IN L 9 6 0 . 3 4 ' ( E ) IN V 9 6 0 . 1 4 ' ( N W ) 15" RCP (CLASS III) 101' @ 0.66% 48 " C B M H C 7 ST A = 6 + 0 2 RI M = 9 6 8 . 0 0 ' IN L 9 6 3 . 6 4 ' ( S E ) IN V 9 6 3 . 6 5 ' ( W ) 12" PVC (SCH 40) 39' @ 1.90% CL E A N O U T C 8 ST A = 6 + 4 0 RI M = 9 6 8 . 9 4 ' IN V 9 6 4 . 3 8 ' STRM LINE D1 950 955 960 965 970 975 980 985 950 955 960 965 970 975 980 985 -0+25 0+00 0+50 1+00 1+50 24 " x 3 6 " C B D 3 ST A = 1 + 2 2 RI M = 9 6 5 . 9 4 ' IN V 9 6 1 . 4 1 ' ( N E ) 15" RCP (CLASS III) 51' @ 0.60% 48 " C B M H D 2 ST A = 0 + 7 2 RI M = 9 6 6 . 2 7 ' IN L 9 6 1 . 1 1 ' ( S W ) IN V 9 6 1 . 1 1 ' ( N ) 15" RCP (CLASS III) 72' @ 0.85% 15 " R C P F E S D 1 ST A = 0 + 0 0 IN V = 9 6 0 . 5 0 ' ( S ) STRM LINE C2 950 955 960 965 970 975 980 985 950 955 960 965 970 975 980 985 -0+25 0+00 0+50 0+75 24" RCP (CLASS III) 109' @ 2.44% 48 " C B M H C 2 ST A = 1 + 0 2 RI M = 9 6 9 . 7 1 ' IN L 9 5 5 . 6 4 ' ( N E ) IN V 9 5 1 . 1 4 ' ( S W ) STRM LINE A1 950 955 960 965 970 975 980 985 950 955 960 965 970 975 980 985 -0+250+000+50 15" RCP (CLASS III) 28' @ 0.85% 48 " C B M H A 2 ST A = 0 + 2 8 RI M = 9 6 4 . 6 7 ' IN V 9 6 0 . 7 4 ' ( S ) 15 " R C P F E S A 1 ST A = 0 + 0 0 IN V = 9 6 0 . 5 0 ' ( N ) 12" RCP (CLASS III) 101' @ 2.42% 48 " C B M H C 6 ST A = 5 + 0 0 RI M = 9 6 8 . 4 5 ' IN L 9 6 1 . 2 0 ' ( E ) IN L 9 6 2 . 8 2 ' ( S E ) IN V 9 6 1 . 0 0 ' ( W ) STRM LINE F1 940 945 950 955 960 965 970 975 940 945 950 955 960 965 970 975 -0+250+000+501+001+50 48 " O C S F 4 ST A = 1 + 2 9 RI M = 9 6 6 . 7 3 ' IN L 9 5 6 . 2 5 ' ( S ) IN L 9 5 6 . 2 5 ' ( W ) IN V 9 5 6 . 2 5 ' ( E ) 15" RCP (CLASS III) 56' @ 1.76% 48 " C B M H F 3 ST A = 0 + 7 3 RI M = 9 6 2 . 7 4 ' IN L 9 5 5 . 2 7 ' ( W ) IN L 9 5 7 . 4 5 ' ( S W ) IN L 9 5 6 . 1 0 ' ( N ) IN V 9 5 5 . 2 7 ' ( E ) 15" RCP (CLASS III) 30' @ 3.25% 48 " C B M H F 2 ST A = 0 + 4 3 RI M = 9 6 2 . 4 6 ' IN L 9 5 4 . 2 8 ' ( W ) IN V 9 5 4 . 2 6 ' ( E ) 15" RCP (CLASS III) 43' @ 3.95% EX 4 8 " S T M H F 1 ST A = 0 + 0 0 EX R I M = 9 5 9 . 0 0 ' IN L 9 5 2 . 5 8 ' ( W ) EX I N V 9 4 7 . 4 0 ' ( E ) STRM LINE E1 950 955 960 965 970 975 980 985 950 955 960 965 970 975 980 985 -0+250+000+500+75 RD CONNECTION E3 STA = 0+53 INV = 963.00 (E) 10" PVC (SCH 40) 10' @ 2.15% 48 " S T M H E 2 ST A = 0 + 4 4 RI M = 9 6 9 . 5 0 ' IN L 9 6 2 . 7 9 ' ( W ) IN V 9 6 0 . 7 0 ' ( N E ) 15" RCP (CLASS III) 44' @ 0.46% 15 " R C P F E S E 1 ST A = 0 + 0 0 IN V = 9 6 0 . 5 0 ' ( S W ) VERIFY DEPTH OF EXISTING ROOF DRAIN 48 " C B M H C 6 ST A = 5 + 0 0 RI M = 9 6 8 . 4 5 ' IN L 9 6 1 . 2 0 ' ( E ) IN L 9 6 2 . 8 2 ' ( S E ) IN V 9 6 1 . 0 0 ' ( W ) CL E A N O U T C 9 ST A = 0 + 3 9 RI M = 9 6 9 . 7 5 ' IN L 9 6 3 . 6 0 ' ( E ) IN V 9 6 3 . 6 0 ' ( N W ) 6" PVC (SCH 40) 39' @ 2.00% VERIFY DEPTH OF EXISTING FOUNDATION DRAIN 48 " S T M H C 4 ST A = 3 + 1 6 RI M = 9 6 9 . 1 9 ' IN L 9 5 9 . 6 0 ' ( S E ) IN L 9 6 3 . 0 0 ' ( N ) IN L 9 6 7 . 1 9 ' ( E ) IN V 9 5 9 . 2 0 ' ( W ) RD C 1 0 ST A = 0 + 3 5 IN V = 9 6 4 . 3 3 ( S ) 15" PVC (SCH 40) 35' @ 3.84% 8" PVC INV=961.86' EX SSWR 6" PVCINV=959.21' DR A I N T I L E = 9 6 6 . 0 0 DR A I N T I L E = 9 6 4 . 4 6 DR A I N T I L E = 9 6 3 . 9 2 DR A I N T I L E = 9 6 6 . 4 5 DR A I N T I L E = 9 6 6 . 0 0 DR A I N T I L E = 9 6 7 . 7 0 DR A I N T I L E = 9 6 2 . 6 7 DR A I N T I L E = 9 6 7 . 3 0 DR A I N T I L E = 9 6 7 . 4 0 DR A I N T I L E = 9 6 7 . 4 0 DR A I N T I L E = 9 6 7 . 3 0 DR A I N T I L E = 9 6 7 . 6 0 DR A I N T I L E = 9 6 6 . 4 5 8" WATER EXISTING8" WATER EXISTING COMM 8" WATER EXISTING COMM NATURALGAS EXISTING WATER SERVICE 8" WATER NATURAL GAS UG POWER 6" FIRE 8" FIRE 3" PVC INV=958.60' COMM 2" IRRIGATION UG POWEREXISTINGCOMM EX SSWR8" PVCINV=961.35' COMM UG POWER EXISTING COMM COMM 2" IRRIGATION EXISTING 8" WATER UG POWER COMM 8" WATER EXISTING COMM EXISTING COMM EXIST UG POWER EXISTING NATURAL GAS EXISTING NATURAL GAS EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADEPROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE 6020 SCALE IN FEET Know what's below. Call before you dig. R A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) STORM SEWER PROFILES CU201A1STORM SEWER PROFILES H: 1" = 20' V: 1" = 5' 19 7 SSWR LINE A 950 955 960 965 970 975 980 985 950 955 960 965 970 975 980 985 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STRM LINE G1 950 955 960 965 970 975 980 985 950 955 960 965 970 975 980 985 -0+250+000+501+00 STRM LINE H1 950 955 960 965 970 975 980 985 950 955 960 965 970 975 980 985 -0+25 0+00 0+50 0+75 48 " C B M H H 2 ST A = 0 + 3 8 RI M = 9 6 6 . 1 5 ' IN V 9 6 0 . 8 2 ' ( S ) 15" RCP (CLASS III) 38' @ 0.84% 15 " R C P F E S H 1 ST A = 0 + 0 0 IN V = 9 6 0 . 5 0 ' ( N ) 18 " R C P F E S G 2 ST A = 0 + 8 5 IN V = 9 6 0 . 5 0 ( S ) 18" RCP (CLASS III) 85' @ 0.00% 18 " R C P F E S G 1 ST A = 0 + 0 0 IN V = 9 6 0 . 5 0 ' ( N ) 8" PVC (SCH 40) 212' @ 0.41%8" PVC (SCH 40) 32' @ 0.40% 6" PVC (SCH 40) 27' @ 3.37% 48 " S S W R M H 2 ST A = 0 + 3 2 RI M = 9 7 3 . 2 6 ' IN L 9 6 1 . 1 3 ' ( E ) IN V 9 6 1 . 0 3 ' ( S ) EX 4 8 " S S W R M H 1 ST A = 0 + 0 0 EX R I M = 9 7 1 . 9 5 ' IN L 9 6 0 . 9 0 ' ( N ) EX I N V 9 6 0 . 8 0 ' ( S ) 48 " S S W R M H 3 ST A = 2 + 4 4 RI M = 9 6 9 . 5 8 ' IN L 9 6 2 . 1 0 ' ( N ) IN V 9 6 2 . 0 0 ' ( W ) SS W R C O N N E C T I O N 4 ST A = 2 + 7 0 IN V = 9 6 3 . 0 0 ( S ) 15" PVC INV=963.31' STRM LINE I1 945 950 955 960 965 970 975 980 945 950 955 960 965 970 975 980 -0+250+000+501+00 EX 6 0 " D R Y W E L L I 2 ST A = 0 + 6 3 RI M = 9 6 4 . 5 5 ' BO T T O M = 9 4 6 . 5 5 ' IN L 9 6 0 . 6 5 ' ( N ) IN V 9 6 0 . 6 5 ' ( S E ) 15" RCP (CLASS III) 63' @ 5.78% 15 " R C P F E S I 1 ST A = 0 + 0 0 IN V = 9 5 7 . 0 0 ' ( N W ) STRM LINE J 945 950 955 960 965 970 975 980 945 950 955 960 965 970 975 980 -0+25 0+00 0+50 1+00 1+50 EX 6 0 " D R Y W E L L J 3 ST A = 1 + 2 4 RI M = 9 6 5 . 3 5 ' BO T T O M = 9 4 9 . 3 5 ' IN L 9 6 2 . 7 0 ' ( N E ) IN V 9 6 0 . 7 5 ' ( W ) 15" RCP (CLASS III)50' @ 1.00% 15 " R C P F E S J 1 ST A = 0 + 0 0 IN V = 9 5 7 . 0 0 ' ( N ) 15" RCP (CLASS III)74' @ 4.40% 48 " S T M H J 2 ST A = 0 + 5 0 RI M = 9 6 7 . 7 0 ' IN L 9 5 7 . 5 0 ' ( E ) IN V 9 5 7 . 5 0 ' ( S ) STRM LINE K1 940 945 950 955 960 965 970 975 940 945 950 955 960 965 970 975 -0+250+000+50 27 " C B K 2 ST A = 0 + 3 5 RI M = 9 6 0 . 0 0 ' IN V 9 5 2 . 0 0 ' ( E ) 15" RCP (CLASS III)35' @ 5.71% 15 " R C P F E S K 1 ST A = 0 + 0 0 IN V = 9 5 0 . 0 0 ' ( W ) DR A I N T I L E = 9 6 4 . 1 3 EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE 8" WATER 8" WATER EXISTING 8" WATER EXISTING COMM NATURAL GAS PERFORATION TO ELEVATION 958.08 PERFORATION TOELEVATION 958.85 6020 SCALE IN FEET Know what's below. Call before you dig. R A1 SANITARY SEWER PROFILE H: 1" = 20' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) STORM & SANITARY SEWER PROFILES CU202 V: 1" = 5' C1 STORM SEWER PROFILES (CONT) H: 1" = 20' V: 1" = 5' 19 8 X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X X X X 18" RCP FES B10+00 48" CBMH B2W/ 4' SUMP & SNOUT 0+68 48" CBMH B3 1+43 48" CBMH B4 2+45 ST R M L I N E B 1 15 " R C P CO CO COCO COCO CO CO CO COCO CO CO B1 CK505 FIRE HYDRANT & VALVE ASSEMBLY (TYP) 8" WATER 8" W A T E R 8"-45° BEND (x2) 8"-45° BEND (x2) 8" x 6" TEE6" FIRE A4 CK504 CATCH BASIN MANHOLE - CBMH (TYP) A2 CK504 FLARED END SECTION - FES (TYP) 4 - 20' - 4" DRAINTILE (TYP) 112' - 4" DRAIN TILE @ 2.81% 4" DRAIN TILE 4 - 20' - 4" DRAINTILE (TYP) A6 CK504 STORM SEWER PIPE BEDDING (TYP) B3 CK505 WATERMAIN PIPE BEDDING (TYP) E3 CK506 UNDERDRAIN INSPECTION PORT (TYP) A4 CK506 SNOUT OIL/DEBRISHOOD (TYP) SEE CU402 HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF FFE = 971.00 2 - 20' - 4" DRAINTILE (TYP) 2 - 20' - 4" DRAINTILE (TYP) E5 CK501 EDGE DRAIN ATCURB (TYP) 8" W A T E R 8" - 45° BEND (x2) CONNECT TO 8" WATER MAIN WATERMAIN PIPE BEDDING (TYP) SPLITDRAINTILEDIRECTION AT HIGHPOINT INV = 969.97 2 - 20' - 4"DRAINTILE(TYP) INV = 975.73 INV = 972.58 W/ 45° VERTICAL BEND TO INV = 968.85 37' - 4" SOLID PVC @ 3.92% 18" RCP FES G1 0+00 18" RCP FES G20+85 STRM LINE G1 18" RCP 48" CBMH H2 W/ 4' SUMP & SNOUT 0+38 ST R M L I N E H 1 15 " R C P ST R M L I N E B 1 15 " R C P WV STRM L I N E B 1 15 " R C P STRM LINE B1 18" RCP 48" CBMH A2W/ 4' SUMP & SNOUT0+28 15" RCP FES A10+00 STRM LINE A115" RCP 15" RCP FES H1 0+00 HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF FFE = 971.00 203' - 4" PERF TILE @0.50% 20' - 4" PERF TILE @ 0.50% CLEANOUT RIM = 961.50 INV = 956.67 CLEANOUT RIM = 961.50 INV = 956.77 56' - 4" PERF TILE @ 0.50% 59' - 4" PERF TILE @ 0.50% CLEANOUTRIM = 963.00 INV = 957.34 (N,S,W) 113' - 4" SOLID TILE @ 0.50% TRANSITION TO SOLID DRAINTILE AT BASIN BOTTOM CLEANOUT RIM = 963.00 INV = 957.05 CLEANOUT RIM = 963.00 INV = 956.97 TRANSITION TOSOLID DRAINTILE AT BASIN BOTTOM CLEANOUT RIM = 963.00 INV = 957.60 (E) 52' - 4" PERF TILE @ 0.50% 49' - 4" PERF TILE @ 0.50% 49' - 4" PERF TILE @ 0.50% CLEANOUT RIM = 963.00 INV = 957.44 (N,S,W) CLEANOUTRIM = 963.00 INV = 957.54 (N,S,W) CLEANOUTRIM = 963.00INV = 957.64 (S,W) 20' - 4" SOLIDTILE @ 0.50% 20' - 4" SOLID TILE @ 0.50% 20' - 4" SOLID TILE @ 0.50% TRANSITION TO SOLID DRAINTILEAT BASIN BOTTOM CLEANOUT RIM = 963.00 INV = 957.79 (E) CLEANOUT RIM = 963.00INV = 957.69 (E) TRANSITION TOSOLID DRAINTILE AT BASIN BOTTOM TRANSITION TO SOLID DRAINTILE AT BASIN BOTTOM CLEANOUTRIM = 961.50 INV = 958.66 (NW,E) CLEANOUTRIM = 963.00INV = 958.74 (SE) 16' - 4" PERFTILE @ 0.50% TRANSITION TOSOLID DRAINTILE AT BASIN BOTTOM B5 CK505 WATERMAIN DEFLECTION S H E N A N D O A H L A N E 6020 SCALE IN FEET Know what's below. Call before you dig. R A1 UTILITY PLAN - NORTH 1" = 20' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) UTILITY PLAN - NORTH CU401 UTILITY NOTES 1.REFER TO SHEET CU101 FOR UTILITY NOTES. SANITARY SEWER DOMESTIC WATER SERVICE UNDERGROUND COMMUNICATION LEGEND COMM COMM STORM SEWER GASGG DRAIN TILE UNDERGROUND ELECTRICAL GEOTHERMAL CATCH BASIN MANHOLE (CBMH) STORM MANHOLE (STMH) CONCRETE HEADWALL (HW) CO SANITARY MANHOLE (SSMH) DRAIN TILE CLEANOUT (CO) FIRE HYDRANT GAS OR WATER VALVE OUTLET CONTROL STRUCTURE (OCS) 19 9 X X X X X X X X X X X X X X X X X X X X X X X X XXXX X X X X X X X X X X X X X XXXX 48" CBMH B53+27 48" CBMH B63+68 ST R M L I N E B 1 15 " R C P 48" CBMH C7 6+02 PIV W V CONNECT TO EX 12" PVC WITH CLEANOUT C8 STRM LINE C1 12" PVC 24" x 36" CB D3 1+22 15" RCP FES D1 0+00 STR M L I N E D 1 15" R C P WV RD C10INV 964.33' STRM LINE C3 15" PVC W V COCO CO WV W V 48" CBMH D2 W/ 4' SUMP & SNOUT 0+72 8" W A T E R 8" W A T E R CONNECT TO 8" WATER MAIN 8"-45° BEND (x2) 8" - 45° BEND GAS METER SEE MECH 8"-45° BEND (x2) D6 CK504 2' x 3' CATCH BASIN (CB) GENERATORS & CATWALK SEE ELEC DA R C Y W E L L S EV CHARGING SEE ELEC HYDRANT & VALVE ASSEMBLY GEOTHERMALSEE MECHANICAL 4 - 20' - 4"DRAINTILE (TYP) 2 - 20' - 4" DRAINTILE (TYP) 2 - 20' - 4" DRAINTILE (TYP) 2 - 20' - 4" DRAINTILE (TYP) D4 CK504 STORM MH (STMH) B7 CK505 SANITARY SEWER PIPEBEDDING (TYP) E1 CK506 OUTLET CONTROLSTRUCTURE (TYP) DARCY WELLSSEE MECH PROTECT EXISTING GEOTHERMAL WELL FIELD CONNECT TO 8" WATER MAIN WITH WET TAPS LIGHTING (TYP)SEE ELEC SEE CU401 CONNECT TO 2" IRRIGATION MAIN CONNECT TO 2" IRRIGATION E3 CK506 UNDERDRAIN INSPECTION PORT (TYP) 4 - 20' - 4"DRAINTILE (TYP) A4 CK504 CATCH BASIN MANHOLE - CBMH (TYP) HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF FFE = 971.00 B1 CK505E5 CK501 EDGE DRAIN AT CURB (TYP) 8"-45° BEND NGAS 8" W A T E R 8" x 8" TEE CONNECT TO 8" WATER MAIN 8" - 45° BEND CONNECT TO W/ 8" - 45° BEND 8" x 8" TEE 8" W A T E R 8" VALVE B5 CK505 WATERMAIN DEFLECTION (TYP) A2 CK504 FLARED ENDSECTION (TYP) B3 CK505 WATERMAIN PIPE BEDDING (TYP) WATERMAIN PIPEBEDDING (TYP) WATERMAIN DEFLECTION (TYP) STRM LINE D1 15" RCP CO CONNECT TOEX 48" STMH F1 ADD SAFL BAFFLE 0+00 48" CBMH F2 0+43 STRM LINE F1 15" RCP 48" CBMH F30+73 STRM LINE F1 15" RCP 48" OCS F41+29 STRM LINE F1 15" RCP 15" RCP FES E1 0+00 48" STMH E2 0+44 STRM LINE E1 15" RCP RD CONNECTION E3 INV 963.00' STRM LINE E1 10" PVC CO S T R M L I N E C 1 18 " R C P 3" WATER 8" FIRE 48" STMH C4 3+16 D1 CG402 436' - 2" IRRIGATION STRM LINE C1 24" RCP 48" STMH C3 2+11 48" SSWR MH 3 2+44 SSWR CONNECTION 4INV 963.00' SSWR LINE A6" PVC SSWR LINE A 8" PVC HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF FFE = 971.00 7 6 ' - 4 " P E R F T I L E @ 0 . 5 0 % CLEANOUTRIM = 961.50 INV = 956.29 (N,S,E) 8' - 4" SOLID TILE @ 0.50% CLEANOUT RIM = 963.00 INV = 956.87 (N) 125' - 4" PERF TILE @ 0.50% TRANSITION TO SOLID DRAINTILEAT BASIN BOTTOM CO CO CO CO CO CO CLEANOUT RIM = 970.72 INV = 967.74 (S) CLEANOUTRIM = 970.48 INV = 967.56 (S) CLEANOUT RIM = 969.86 INV = 967.42 (N,E,W) CLEANOUT RIM = 970.24 INV = 967.51 (N,E,W) CLEANOUT RIM = 970.59 INV = 967.59 (N,W) 45' - 4" PERF TIL E @ 0 . 5 0 % 18' - 4" PERF TILE @ 0.50% 15' - 4" PERF TILE @ 0.50% 28 ' - 4 " P E R F T I L E @ 0 . 5 0 % 30' - 4" PERF TILE @ 0.50% CLEANOUTRIM = 970.72 INV = 967.66 (S)WV WV 8" VALVE UNDERGROUND COMMUNICATIONSSEE ELEC DEFLECT PROPOSED WATER BENEATH EXISTING, IF NECESSARY VERIFY EXISTENCE OF UG COMM LINES AND WHETHER THEY ARE IN USE REMOVE RELOCATE OR REMOVE FIBER LINE AS NECESSARY TO MAINTAIN ADEQUATE COVER WATAERMAINDEFLECTION UG COMM SEE ELEC LOWER RIM TO 968.10' AND REPLACE SOLID LID AND CASTING WITH NEENAH R-1792-FG CASTING OR APPROVED EQUAL S H E N A N D O A H L A N E 48" CBMH C53+99 PIV STRM LIN E C 1 15" RCP WV F3 CK505 POST INDICATOR VALVE (PIV) 8" FIRE 3" WATER UNDERGROUND ELECTRIC SEE ELEC UNDERGROUND COMMUNICATIONS SEE ELEC 20' - 4" DRAINTILE (TYP) 436' - 2" IRRIGATION 3"-45° BEND 8"-45° BEND 3"- 90° BEND 8"- 90° BEND8" x 6" TEE 6" F I R E FIRE HYDRANT & VALVE ASSEMBLY (TYP) ELEC AND MECH EQUIPMENT FIRE DEPARTMENT CONNECTION SEE ARCH 1.5" WATER SERVICE TO STORM SHELTER SEE MECH 3" WATER SERVICESEE MECH 8" FIRE CONNECTIONSEE MECH COMM SERVICE SEE ELEC 3" TEE WITH 1.5"REDUCER 1.5" - 90° BEND 48" CBMH C65+00 CLEANOUT C9 CONNECT TO EXIST 6" FOUNDATION DRAIN0+39 ST R M L I N E C 2 6" P V C CO STRM LINE C1 12" RCP 2 - 20' - 4" DRAINTILE (TYP) 20' - 4" DRAINTILE (TYP) ELEC AND MECHEQUIPMENT 8" F I R E 8" F I R E 3" W A T E R 3" W A T E R E5 CK501 EDGE DRAINAT CURB (TYP) B1 CK505 1.5" WATER ST R M L I N E C 1 18 " R C P WATERMAINDEFLECTION B5 CK505 WATERMAIN DEFLECTION 6020 SCALE IN FEET Know what's below. Call before you dig. R A1 UTILITY PLAN - SOUTH 1" = 20' A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) UTILITY PLAN - SOUTH CU402 UTILITY NOTES 1.REFER TO SHEET CU101 FOR UTILITY NOTES. SANITARY SEWER DOMESTIC WATER SERVICE UNDERGROUND COMMUNICATION LEGEND COMM COMM STORM SEWER GASGG DRAIN TILE UNDERGROUND ELECTRICAL GEOTHERMAL CATCH BASIN MANHOLE (CBMH) STORM MANHOLE (STMH) CONCRETE HEADWALL (HW) CO SANITARY MANHOLE (SSMH) DRAIN TILE CLEANOUT (CO) FIRE HYDRANT GAS OR WATER VALVE OUTLET CONTROL STRUCTURE (OCS) D1 ENLARGED UTILITY PLAN 1" = 10' 20 0 A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) SITE DETAILS CK501 CONCRETE PAVEMENT SECTION 6" CONCRETE PAVEMENT COMPACT SUBGRADE 6" AGGREGATE BASE (MNDOT3138 CL5) NO SCALE LIGHT DUTY ASPHALT PAVEMENT SECTION 1.5" ASPHALT WEAR COURSE COMPACT SUBGRADE 8" AGGREGATE BASE (MNDOT 3138 CL5) F1 2.0" ASPHALT NON-WEAR COURSE TACK COAT NO SCALE CONCRETE WALKWAY SECTION 5" CONCRETE PAVEMENT COMPACT SUBGRADE 4" AGGREGATE BASE(MNDOT 3138 CL5) F4 MAXIMUM SPACING 100'. ALSO USE WHEN ABUTTING BUILDINGS. SPACING: SEE PLAN 1/4"R JOINT SEALERSEE D4/CK501 NON-ASPHALT JOINT FILLEREXPANSION JOINT 5" S I D E W A L K 1/2" 1/ 2 " D1 SIDEWALK JOINT NO SCALE BUILDING OR STRUCTURE JOINT FILLER JOINT SEALER 8" 4" 6'-0" JOINT SEALER T THROUGH JOINT CONTINUE REINFORCING JOINT SEALERSEE D4/CK501 3/4" 3/ 4 " T 2" 12' MAX. SPACING USE WHERE CONCRETE PLACEMENT OPERATIONSSTOP FOR MORE THAN 30 MINUTES, END FORTHE DAY, OR WHERE CAST AGAINST PREVIOUSLY PLACED OR EXISTING CONCRETE. CONTRACTION JOINT DOWELED CONSTRUCTION JOINT ISOLATION JOINT USE AGAINST BUILDINGS OR OTHER STRUCTURES FILLER SEALER SURFACEPAVEMENT JOINT 3/4" BACKERMATERIAL JOINT 3/4" D W MATERIALBACKER D CONSTRUCTION JOINT JOINT SEALER W BACKERT D CONTRACTION JOINT MATERIAL CRACK INITIAL SAWCUT (1/8") JOINT BOTTOM OR INSERT W = WIDTH OF SEALANT RESERVOIR (1/2" (MIN), 5/8" (MAX)) D = DEPTH OF SEALANT (1.0 TO 1.5W) T = 1/4 SLAB THICKNESS BUTTED JOINT JOINT SEALER ISOLATION/EXPANSION JOINT NOTE: TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENTSURFACE FOR EXTERIOR PAVEMENTS1. D4 JOINT SEALANT NO SCALE PAVEMENTSURFACE PAVEMENTSURFACE D2 CONCRETE PAVEMENT JOINT NO SCALE 3"R 8" 1 3 6" 6" 1/2"R 12" 13 . 5 " 1/2"R 7" B1 B612 CONCRETE CURB & GUTTER CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE CURB AND BE 2" DEEP AT 10' MAX SPACING. SLOPE 3/4" PER FT. TIP OUT CURB SECTION 1/4" PER FT SE E P L A N 6" CONCRETE CURBAND GUTTER MATCH GEOMETRY OF CURB AND GUTTER 3'-0" 6" 5° 23° 4" WIDE STRIPE AS REQUIRED (SOLID FILL - OUTLINE SHOWN) 1'-0"2' - 0 " 1' - 0 " 6" 1' - 0 "1'-6" 3" 6"R 2' - 0 " R 1'-8" R 1'-0" 8" AISLE END OF PARKING STALL L OF PARKING SPACEC A1 ACCESSIBLE STALL PAVEMENT SYMBOL CURB TAPERC4 NO SCALE 24" FOR TRANSITION TO D412 20" FOR ALL OTHER TRANSITIONS ASPHALT PAVEMENT CONCRETE PAVEMENT AGGREGATE BASE 6" 8" VA R I E S - SE E P L A N V A R I E S - SE E P L A N 36" THICKENED SECTION TYPE C - PARALLEL TYPE A - TIERED PERPENDICULAR TYPE B - PERPENDICULAR SECTION A-A SECTION B-B PARALLELPERPENDICULAR/TIERED INSET A RAMP SIDE TREATMENTS RAMP TYPES RAMP CROSS SECTIONS PEDESTRIAN ACCESS ROUTE (PAR) AND CURB DETAIL NOTES KEYNOTES A2 ACCESSIBLE CURB RAMP NO SCALE UNLESS OTHERW I S E N O T E D C2 THICKENED EDGE ASPHALT NO SCALE 3/4" SMOOTH DOWEL @ 12" O.C. 16" MIN. SAWCUT CONTROL JOINT 1/4" SAWCUT, NO SEALANT 5" W A L K 1- 1 / 4 " NO SCALE HEAVY DUTY ASPHALT PAVEMENT SECTION COMPACT SUBGRADE 12" SAND SUBBASE F2 NOTES: 1.REINFORCE ODD SHAPED PAVING PANELS WITH #3 BARS AT 24" EACH WAY. AN ODDSHAPED PANEL IS CONSIDERED TO BE ON IN WHICH THE SLAB TAPERS TO A SHARP ANGLE WHEN THE LENGTH TO WIDTH RATIO EXCEEDS 3 TO 1 OR WHEN A SLAB ISNEITHER SQUARE NOR RECTANGULAR. 2.REFER TO DETAIL D4/CK501 FOR JOINT SEALANT. SAW CUT ALL EDGES. REMOVE BITUMINOUS AND ENOUGH AGGREGATE BASE MATERIAL TOACCOMMODATE NEW PAVEMENT. MILL 1/2 THICKNESS OF EXISTING PAVEMENT 2' WEAR COURSE NON-WEAR COURSE AGGREGATE BASE SAW CUT NEW PAVEMENT TACK COAT ALL EDGES BITUMINOUS INTERLOCK AT MATCH LINE NOTE: C1 NO SCALE E6 CURB MODIFICATION AT CATCH BASIN IN RIGHT-OF-WAY NO SCALE D5 CONCRETE MAINTENANCE STRIP NO SCALE SECTION PLAN COMPACTEDSUBGRADE 1" DEPTH CONSTRUCTION JOINT 1'-3"3" 2" 4" FINISH GRADE OF MAINTENANCESTRIP TO BE 1" ABOVE SOD #4 REBAR #4 REBAR #4 REBAR #4 REBAR POST CONSTRUCTION JOINT SHALL BE CUT TO 1"DEPTH AND SHALL OCCUR AT EACH POST AND MIDPOINT BETWEEN POSTS 1/2" RADIUS (TYP) E5 EDGE DRAIN AT CURB NO SCALE F3 NO SCALE B2 CROSSWALK 2' TYP 3' TYP 5' A T P R I V A T E D R I V E 9' A T P U B L I C T R A I L SEE PLAN YELLOW PAINT SEE PLAN FOR BAR LAYOUT NO SCALE NO SCALE NO SCALE 6" 18" 7" FLOW 7" FLOW LINE USEDON PLANS 12" DRAINAGE LAYER HEIGHT VARIES TOP OF CURB 2" CASTING WIDTH (CASTING NOT SHOWN) GUTTER 6" SECTION A - A 3' FACE OF CURB PLAN VIEW R-3067 CASTING EXPANSION JOINT WITH24" - 1/2" DIA. SMOOTH DOWELS (x2) C5 CURB MODIFICATION AT CATCH BASIN NO SCALE 2'2'2' EXPANSION JOINT WITH24" - 1/2" DIA. SMOOTH DOWELS (x2) 10" AGGREGATE BASE(MNDOT 3138 CL5) 2.0" ASPHALT WEAR COURSE 2.0" BINDER TACK COAT 4" PERFORATEDPVC PIPE AASHTO M43 No.57STONE FILTER FABRIC MIRAFI 140NSL OR APPROVEDEQUAL 4"4" 4" 4" B612 CURB & GUTTERSEE DETAIL B1/CK501 AGGREGATE BASE(MNDOT 3138 CL5) MATCH THICKNESSUNDER ASPHALT COMPACT SUBGRADE NO SCALE MEDIUM DUTY ASPHALT PAVEMENT SECTIONE1 COMPACT SUBGRADE 12" SAND SUBBASE 8" AGGREGATE BASE(MNDOT 3138 CL5) 1.5" ASPHALT WEAR COURSE 2.0" BINDER TACK COAT #4 BARS @ 18" OC F5 EDGE DRAIN NO SCALE EDGE DRAIN SEE F5/CK501 20 1 A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) SITE DETAILS CK502 FINISHED GRADE 3/8 " DIA. HOLES CONCRETE MOUNT SIGN SECURELY TO POST SLOPE CONCRETE TO DRAIN GALVANIZED U-CHANNEL POST12 GAUGE STEEL W/ MIN. WEIGHT 2 LB/FTDIMENSIONS IN ACCORDANCE WITH MNDOT SPEC SECTION 3401 LAP SPLICE BREAKAWAY SYSTEM 0.08" ALUMINUM SIGN WITHRETROREFLECTIVE SHEETING E1 TRAFFIC AND PARKING SIGNAGE 30"x30" R1-1 36 " 7' M E A S U R E D F R O M AD J A C E N T P A V E M E N T G R A D E 12" 6" 1" 5' M E A S U R E D F R O M AD J A C E N T P A V E M E N T G R A D E 6" M A X . 12"x18" ACCESSIBLE PARKING SIGN MEETING STATE ANDFEDERAL GUIDELINES 12"x6" VAN ACCESSIBLE SIGN (R7-8P)USE WHERE INDICATED ON PLAN SEE TRAFFIC SIGNAGE DETAIL FORPOST, FOUNDATION AND MATERIAL SPECIFICATIONS ACCESSIBLE PARKING SIGNTRAFFIC SIGN MATCH HEIGHT FOR OTHER PARKING SIGNAGE ³² E3NO SCALE TYPE A1 - 8' SECURITY FENCE: IMPASSE II GAUNTLET FENCE NO SCALE R5-1 C1 D6 CONCRETE DRIVEWAY APRON NO SCALE 2" CORNER, END,OR PULL POST TIE WIRES(TYP.) TRUSS ROD (3/8" MIN. DIA.) CHAIN-LINK FABRIC (9 GAGE, 2" MESH) TIE WIRES(TYP.) PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FEET. BRACE RAIL TOP RAIL LINE POST FA B R I C W I D T H - V A R I E S SE E S C H E D U L E LINE POST TOP RAIL BOTTOM RAIL GRADE TIE WIRES (TYP.) 12" MIN. DIA. 60 " 6" 10'-0" MAXIMUM LINE POSTS TO BE EQUALLY SPACED10'-0" MAXIMUM 6" 60 " M I N . 16" MIN. DIA. CHAIN-LINK SECURITY FENCE DETAIL NO SCALE TOP RAIL LINE POST BRACE RAILS TRUSS ROD PULL POST BRACE RAILS TRUSS ROD BOTTOM RAIL LINE POST 10'-0" MAX.10'-0" MAX. BOTTOM OF FABRIC 2" CONCRETE BASE BRACE PANEL DETAIL NO SCALE NOTE: CHAIN LINK SECURITY FENCE NO SCALE SEE SITE PLANS FOR FENCE TYPE LOCATIONSSEE SPECIFICATIONS FOR FURTHER DETAIL ON FENCE VARIATIONS: BARBED WIRE & RAZOR WIRENOTE: 48" FOR POSTS 8-5/8" O.D. 40" FOR POSTS 6-5/8" O.D. 36" FOR POSTS 4" O.D. AND LESS 5/8" DIA. TRUSS RODS (TYP.) GATE OPENING CHAIN-LINK FABRIC GATE FRAME DIRECTION OF GATE SWING (TYP.) HINGES (TYP.) CHAIN-LINK FABRIC LATCH ASSEMBLY GATE FRAME DROP ROD 6" VARIES. SEE PLAN. 6" T O CL E A R C U R B GATE FRAME 16" DIA. MIN. FOR GATE POSTS 4" O.D. AND LESS 24" DIA. MIN. FOR GATE POSTS OVER 4" O.D. PLAN ELEVATION DOUBLE SWING GATE NOTES: GATE LEAF WIDTH (NOMINAL) OUTSIDE DIMENSION (NOMINAL) 2-7/8" O.D. 2-1/2" SQ 8-5/8" O.D. GATE POST SCHEDULE 6' OR LESS MORE THAN 6' TO 13' MORE THAN 13' TO 18' MORE THAN 18' 4" O.D. 6-5/8" O.D. 1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION. 2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY, AND GATE KEEPERS EXCEPT AS NOTED. TEMPORARY GATE DOES NOT NEED DROP ARM. 3. ALL GATE FRAMES SHALL BE A MINIMUM 1-7/8" NOMINAL (ROUND) OR 2" NOMINAL (SQUARE). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT THE CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OFF ALL GATES SUPPLIED. 4. GATES SHALL BE DESIGNATED AS FOLLOWS: FENCE TYPE - FE5, FE6, ETC. FABRIC WIDTH - INCHES TYPE OPENING - SO (SINGLE) - DO (DOUBLE) HINGE - RA (STANDARD) - HO (OFFSET) OPENING - INCHES (CLEAR OPENING BETWEEN GATE POSTS) EXAMPLES: FE6-84-DO-RA-288 FE5-48-SO-HO-72 A1 CHAIN LINK FENCE GATE NO SCALE C6 MODULAR BLOCK RETAINING WALL NO SCALE 4" KEYSTONE CAP UNIT. MECH. FASTENW/CONST. ADHESIVE MIN. 1/4" SETBACKPER COURSE 3'-0'' FINISH GRADE TOP SOIL FILTER FABRIC 3/8" TO 3/4" CRUSHED STONE BACKFILL (FREE DRAINING) KEYSTONE 8"STG. UNIT 9-1/4" HIGH STRENGTH FIBERGLASS PINS (2 PER UNIT) 3/8" TO 3/4" CRUSHED STONE CORE FILL (FREE DRAINING) POURED IN PLACE CONC. LEVELING PAD. 2'-0''4" 8" 4" MA X . 4 ' - 4 " 8" 4" NO SCALEA6TRAIL 9.0' 3 STRANDS OF BARBED WIRE BARBED WIRE ARM45° FOR LINE POSTSBARBED WIRE ARM35° FOR CORNER POSTS NO SCALE TYPE A2 -ORNAMENTAL FENCE SCALE:NJBDR: CK: SH . 1of 1 Date 09/21/11 AMERISTAR R REV: MONTAGE PLUS MAJESTIC 2/3-RAIL DO NOT SCALE e Title: BS 1RMISO 1555 N. Mingo Tulsa, OK 74116 1-888-333-3422 COMMERCIAL STRENGTH WELDED STEEL PANEL PRE-ASSEMBLED www.ameristarfence.com Base Material Uniform Zinc Coating(Hot Dip) Zinc Phosphate Coating Epoxy Primer 1716" 112" FLAT MOUNT Acrylic Topcoat Bracket Options VariesWithHeight 2" Nom. 4' 32" Min.Footing Depth 118" 112" MONTAGE PLUS Rail(See Cross- Section Below) TM Post 212" x 16ga 1 3 4" 18ga Picket 2 RAKING DIRECTIONAL ARROWWelded panel can be raked30" over 8' with arrow pointing downgrade. MONTAGE PLUS RAILSpecially formed high strengtharchitectural shape. TM PROFUSION WELDING PROCESSNo exposed welds,Good Neighbor profile - Sameappearance on both sides TM MONTAGE PLUS RAILTM E-COAT COATING SYSTEM 2 TYPICAL31516" 8' O.C. Nom. 3 BX111BX112/117BX114 UNIVERSAL BOULEVARDLINE BOULEVARD BRACKETBRACKET BRACKET 3 NOTES:1.) Post size depends on fence height and wind loads. See MONTAGE PLUS specifications for post sizing chart.2.) Third rail required for Double Rings.3.) Available in 3" air space and/or Flush Bottom on most heights. TM Values shown are nominal and not to be used forinstallation purposes. See product specificationfor installation requirements. 6" 4" CONCRETESECTION A5 TREATMENT HEIGHT* 4' CHAIN LINK FENCE SCHEDULE TYPE B1 TYPE B2 TYPE B3 TYPE B4 12' 12' 8' FENCE TYPE BARBED WIRE BARBED WIRE WITH RAZOR WIRE BARBED WIRE WITH RAZOR WIRE AND PRIVACY SLATS NO TREATMENT FABRIC *FABRIC HEIGHT DOES NOT INCLUDE HEIGHT OF TREATMENT SEE SCHEDULE FOR LOCATIONS RAZOR WIRE ATTACHEDTO BARBED WIRE ARM PER MANUFACTURER'S RECOMMENDATIONSSEE SCHEDULE FOR LOCATIONS RAZOR WIRE ATTACHED TO BARBED WIRE ARM PER MANUFACTURER'S RECOMMENDATIONS SEE SCHEDULE PER DETAIL C1/CK502 EDGE DRAINSEE F5/CK501 3 STRANDS OF BARBED WIREBARBED WIRE ARM (TYP) 45° FOR LINE POSTS SEE SCHEDULE PER DETAIL C1/CK502 SEE SCHEDULE PER DETAIL C1/CK502 FA B R I C W I D T H - V A R I E S SE E S C H E D U L E P E R DE T A I L C 1 / C K 5 0 2 8'TYPE B5 NO TREATMENT 11.0' 12"x18" R6 WAY ONE 12"x18" R6-2A DO NOT ONE WAY ENTER 24"x24" R3-2 20 2 A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) EROSION CONTROL AND SITE DETAILS CK503 E1 SILT FENCE NO SCALE E2 CONSTRUCTION ENTRANCE NO SCALE C1 NO SCALE INLET PROTECTION STORM GRATE CURB FILTER OPTIONAL OUTFLOW PORTS DUMPING STRAPS CURBOPENING REINFORCEDCORNERS MANAGEABLE2 FOOTCONTAINMENT AREA LIFT STRAPS 1 1/2" 10" MAINTENANCE: FLOW FLOW FLOW FLOW E6 NO SCALE EROSION CONTROL BLANKET A.BURY THE TOP END OF THE MATTINGSTRIPS IN A TRENCH 6 INCHES OR MORE IN DEPTH. B.TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES, 10 INCHSPACING, 4 INCHES DOWN FROM THE TRENCH. C.OVERLAP - BURY UPPER END OF LOWERSTRIP AS IN "A" AND "B". OVERLAP END OFTOP STRIP 18 INCHES AND STAPLE. D. EROSION STOP - FOLD OF MATTING BURIED IN SLIT TRENCH AND TAMPED DOUBLEROW OF STAPLES. 2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES - DO NOT STRETCH. MAT OR BLANKET - TYPE PRODUCT SHOULD PROVIDE AT LEAST 30% COVERAGE OF THE SURFACE WHERE IT IS APPLIED. 1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. 3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY AS SHOWN. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FOOT AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THEADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FOOT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. 4. TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END OF THE NEW NET. OVERLAP THE END OF THE PREVIOUS ROLL 18 INCHES, AS SHOWN, AND STAPLEEVERY 12 INCHES JUST BELOW THE ANCHOR SLOT INSPECT ALL MULCHES PERIODICALLY, AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION, ORFAILURE. WHEN EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. TYPICAL STAPLES #8GAUGE WIRE PRESS ENDS 6 INCHES INTOTHE SOIL AROUNDSTRUCTURES AND STAPLE SECURELY WHEN USING NETTING IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE DIRECTION OF FLOW AND OVER THEPROTECTIVE MULCH. E4 RIP-RAP SPILLWAY NO SCALE SEDIMENT LOG SEE DETAIL 4/C-501 SEDIMENT LOGSSEE DETAIL 4/C-501 2x2 WOOD STAKE EROSION CONTROL BLANKET (ECB) INSTALL ECB IN ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS. 2"x2" WOOD STAKE 35' M A X . C E N T E R - TO- C E N T E R S P A C I N G 15' M A X . C6 NO SCALE BLANKET AND SEDIMENT LOG SLOPE PROTECTION POINT A POINT B SEDIMENT LOG SEDIMENTLOG WOODSTAKES FLOW PLAN 1. SEDIMENT LOG SHALL CONSIST OF STRAW OR FIBERS ENCASED IN AN OUTSIDE OPEN WEAVE CONTAINMENT FABRIC. 2. SEDIMENT LOG SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 3. POINT A SHALL BE HIGHER THAN POINT B TO ENSURE THAT WATER FLOWS OVER THE CHECKS AND NOT AROUND THE ENDS. 1 1 TURF REINFORCEMENT MATSEE 6/C-501 EROSION CONTROL BLANKETINSTALL ECB IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. NOTES: SECTION C2 NO SCALE SEDIMENT LOG AT DITCH DRIPLINE 4-FT MIN NOTES: 1. 2. 3. 6-FT. HIGH TEMPORARY ORANGE CONSTRUCTION FENCE OR SILT FENCE SHALL BE PLACED ATTHE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S) OR RUN CONTINUOUSLY ON THE CONSTRUCTION SIDE OF THE TREE(S) BEYOND THECONSTRUCTION LIMITS. INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVINGPOSTS OR STAKES INTO MAJOR ROOTS. FOR ROOTS OVER 1-IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN,STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BETEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVEREDWITH SOIL AS SOON AS POSSIBLE. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS,VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHINTHE LIMIT OF THE FENCING. C4 TREE PROTECTION FENCE NO SCALE A1 VERTICAL PIVOT GATE NO SCALE ≤ A3 LIFT ARM GATE NO SCALE #4 AT 12" E.W. 1"R 1"R DETAIL "A" 2-#4 CONT. 12" 6"9" 4" 4" 8" 6" 1" 3 " 6 " 2.0% SEE DETAIL E5/CK501 FOR BASE AND SUBGRADE TREATMENT SEE SHEET CS101 FOR TOTAL NUMBER OF RISERS 12" 1/2" SEALED EXPN. JT. (TYP.) 12" 8" 1 - #4 NOSING BAR (TYP) 2-#4 CONT. 2-#4 CONT.3 4"x18" SMOOTH DWLS @ 6" OC W/ EXP. CAP 3 4"x18" SMOOTH EXP. CAP. NO SCALEA6CONCRETE STAIR STAIR SCHEDULE NO FEET ELEV P1LSTAIR P2 ELEV_ _ _ _ _ _ _ _ _ __5 4 3 2 1 _ _ _ _DETAIL "A" SEE D1/CK501 EXPANSION JOINT 1. VERTICAL PIVOT GATE TO MATCH 8' ORNAMENTAL FENCE PER DETAIL E3/CK503 NOTES: 20 3 A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) UTILITY DETAILS CK504 D2 SANITARY MANHOLE NO SCALE D4 STORM MANHOLE NO SCALE D6 2' X 3' CATCH BASIN NO SCALE A2 FLARED END SECTION NO SCALE A4 CATCH BASIN MANHOLE NO SCALE A6 STORM SEWER PIPE BEDDING NO SCALE 20 4 A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) UTILITY DETAILS CK505 36 " A P P R O X . NOTES: PIV TO INCLUDE TAMPER SWITCH CONNECTED TO FIRE ALARM. REFER TO FIRE PROTECTION SPECIFICATIONS FOR ADDITIONAL INFORMATION ON SWITCH AND UNDERGROUND CONDUIT. 1. GROUND LINE SO F3 POST INDICATOR VALVE NO SCALE ENGINEERED FILL: SEESPECIFICATIONS FOR BACKFILLAND COMPACTION REQUIREMENTS ENGINEERED FILL: 1" MAX PARTICLE SIZE. SEE SPECIFICATIONS FORBACKFILL AND COMPACTION REQUIREMENTS 6" MIN12" MAX 12 " 6" LINE OF TRENCH BEDDING MATERIAL(SEE SPECS) SHAPE TRENCH TO MATCH BELL SECTIONS BEDDING MATERIAL(SEE SPECS) LINE OF BEDDING IN ROCK (8" SAND BASE IN ROCKFOUNDATION) 4" TYP (8" @ ROCK EXCAVATION) 1 1 F1 PVC/HDPE PIPE BEDDING NO SCALE B5 WATERMAIN DEFLECTION NO SCALEB1HYDRANT AND GATE VALVE NO SCALE B3 WATERMAIN PIPE BEDDING NO SCALE B7 SANITARY SEWER BEDDING NO SCALE D7 B618 CONCRETE CURB & GUTTER PRECAST CONCRETE VA R I E S T O 3 ' M I N . PI P E D I A . 27"DIA R-1792-FG CASTING(SEE PLAN) HIGH DENSITY INTERLOCKINGPOLYETHYLENE ADJUSTMENT RINGSPROVIDE A MINIMUM OF 2" AND A MAXIMUM OF 10" OF TOTAL ADJUSTMENT. USE LARGERSIZE RINGS TO REDUCE THE NUMBER OFJOINTS. INCLUDE ONE 2" RING IMMEDIATELY UNDER THE CASTING. PREFORMEDINVERT SLOPE 1" PER FOOT R-1792-FG CASTING D5 27" CATCH BASIN (CB) 20 5 A B C D 1 E F 2 3 4 5 6 7 KEY PLAN REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP 023-10377-000 / LAD22012 MAY 5, 2023 Project No. SMJ EJJ MJW MAN NO.DESCRIPTION DATE BY CO N S T R U C T I O N D O C U M E N T S Copyright © 2023 LEO A DALY Company HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 MARCELLE J. WESLOCK I hearby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Engineer under the laws of the State of Minnesota. Signature: Printed Name: Date:License No.:05/05/2023 42323 CONSTRUCTION DOCUMENTS Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 Acoustical Consultant: 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICESHEADQUARTERS (PSS HQ) UTILITY DETAILS CK506 BIOFILTRATION WITH ELEVATED UNDERDRAINE4 NO SCALE NON-COMPACTED SUBGRADE(SCARIFY TO DEPTH OF 12") 4" PERFORATED DRAINTILE. SEEPLAN FOR LOCATIONS OF SOLID PIPE. SEE SPECIFICATIONS FOR PIPEMATERIAL REQUIREMENTS. DRAINAGE LAYERS VARIES (SEE PLAN)MINIMUM OF 12"SOLID PIPE > 8" TOOUTLET INSPECTION PORT TRANSITION FROM SOLIDTO PERFORATED PIPE #8 STONE, PIPE WIDTH + 2" ABOVE PIPE #8 STONE DESIGN BASIN BOTTOM ELEV +/- 0.05' 11 HWL MPCA FILTRATION MEDIA MIX D SEESPECIFICATION FOR SOIL AMENDMENTS 1 1 EXTEND DRAINAGE LAYERS TO 12"BEYOND END OF PERFORATED PIPE OR TO EDGE OF BASIN 1 3 1 3 FILTRATION MEDIA ORWASHED SAND (ASTM C-33) 20" 6" 12" C.O. PLAN SQUARE OR CIRCULAR CONCRETE COLLAR 6" LARGER THAN OUTSIDE OF CAST IRON FRAME WHENLOCATED IN NON-PAVED SURFACE.A COLLAR IS ONLY NEEDED AT END OF INSPECTION PORT. E3 NO SCALE TEE PERFORATED PIPE UNDERDRAIN INSPECTION PORT NOTE:ALL PIPE SCHEDULE 40 PVC FLOW IN-LINE INSPECTION PORT PERFORATED PIPE PVC SCREW CAPSET 12" ABOVE BASIN BOTTOM WHEN LOCATED IN BASIN SOLID PVC STANDPIPE6" DIA OR MATCH TILE, WHICHEVER IS LARGER 90 DEGREE LONGRADIUS BEND FLOW END INSPECTION PORT SOLID PIPE OUTSIDE OF BASINSEE PLANS INFILTRATION BASIN SECTIONC1 NO SCALE IMPORT AND PLACE PREMIXED FILTRATION MEDIA, MPCA MIX B BOTTOM 950.0 NATIVE SOIL (ASSUME INFILTRATION RATE 0.8" PER HOUR) REMOVE AND REPLACE ANY FINEGRAINED SOILS ENCOUNTERED TO A DEPTH OF 3' BELOW THE SURFACE OF THE BASIN STORMWATER SEEDING SEE SHEET CG-201 AND LANDSCAPE PLANS 12" TOPSOIL SECTIONSEE LANDSCAPE PLANS 1 1 3 1 1 1 WET TOLERANT PLANTS AND LOWMAINTENANCE GRASSES SEE LANDSCAPE DRAWINGS 3 POST CONSTRUCTION USE DOUBLE RING INFILTROMETER TO VERIFY INFILTRATION RATE IS AT LEAST 0.8" INCHES/HOUR.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION ON TESTING INCLUDING QUANTITY. SAFL BAFFLEA1 NO SCALE OUTLETPIPE SNOUT HOOD BMP, INC 24R FOR 15" DIA OUTLET PIPE 1" PVC ANTI-SIPHON PIPE ADAPTER REMOVABLE WATERTIGHT ACCESS PORT, 6"-10" OPENING OUTLET PIPE (HIDDEN) SECTION VIEW NOTES: 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE AS MANUFACTURED BY: BEST MANAGEMENT PRODUCTS, INC. 53 MT. ARCHER RD. LYME, CT 06371 (860) 434-0277, (860) 434-3195 FAX TOLL FREE: (800) 504-8008 OR (888) 434-0277 WEB SITE: www.bmpinc.com OR PRE-APPROVED EQUAL 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS. 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT PIPE AND ELBOW AS DRAWN. (SEE CONFIGURATION DETAIL) 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATION (SNOUT SIZE ALWAYS LARGER THAN PIPE SIZE). 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE EQUAL TO 1/2 THE OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D. 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 12" ACCORDING TO STRUCTURE CONFIGURATION. 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL AND PIPE SHALL BE FINISHED FLUSH TO WALL. 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLATION DETAIL) 9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8" STAINLESS STEEL BOLTS E. ANCHOR SHIELDSFRONT VIEW SIDE VIEW POSITION HOOD SUCH THAT BOTTOM FLANGE IS A DISTANCE OF 1/2 OUTLET PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. FOAM GASKET W/ PSA BACKING (TRIM TO LENGTH) GASKET COMPRESSED BETWEEN HOOD AND STRUCTURE (SEE DETAIL B) 1"-90° PVC BEND 1" PVC ANCHOR W/ BOLT (SEE DETAIL A) MOUNTING FLANGE DETAIL B INSTALLATION NOTE: DRILLED HOLE EXPANSION CONE (NARROW END OUT) ANCHOR SHIELD STAINLESS BOLT D D/ 2 DETAIL A A4 NO SCALE SNOUT OIL/ DEBRIS HOOD MOUNTING FLANGE INSTALLATION DETAIL OUTLET CONTROL STRUCTUREE1 NO SCALE 15" DIA. OUTLET 66" X 8" PRECAST CONCRETE BASE 8" 4" POND SKIMMER GRATE HAALA INDUSTRIES PS48-58H ORAPPROVED EQUAL 9" SLOPE 5" WALL - STEEL DESIGN IN ACCORDANCE WITH ASTM C-478 SOIL TIGHT CONNECTION -GROUTED INSIDE AND OUT (TYP.) 48"Ø PRECAST MANHOLE ASTM C-478 956.25 962.00 4" DRAINTILE INLETS 1/2" GALVANIZED BOLT ANDCONCRETE ANCHOR (TYP)44" 1/4" GALVANIZEDSTEEL PLATE 18 " 30" x 5" ORIFICE 2" x 1/2" SLOT TO ADJUST ELEVATION OF PLATE (TYP) 961.6 961.2 BASIN BOTTOM 960.50 960.50 12 " PVC SCREW CAP AT GRADE WITH CONCRETE COLLAR PERFORATED PIPEWITHIN BASIN 36" x 12" OPENING INCONCRETE WALL C5 NO SCALE OVERFLOW WEIR STORMWATER FACILITY CLASS III RIP RAP (18" MIN) TOE OF SLOPE = 950.0 SECTION B-B GEOTEXTILE FABRIC TYPE IV UNDER RIP RAP DIRECTION OF FLOW TOP OF BANK TOE OF SLOPE STORMWATER FACILITY SEE TABLE TOP OF BANK = 953.5 0.5' SECTION A-A B B A A SEETABLE 1.5' EOF ELEVATION = 953.0 (0.05' +/-) 1.5' BASIN BOTTOM WIDTH SLOPE DOWNSTREAMEND TOWARDS CENTER TO CONTAIN FLOW CLASS III RIP RAP (18" MIN) GEOTEXTILE FABRIC TYPEIV UNDER RIP RAP INFILTRATION BASIN 8' 12" TOPSOIL SECTIIONSEE LANDSCAPE PLANS 20 6 A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP001 LANDSCAPE NOTES SITE AND LANDSCAPE NOTES SITE PREPARATION NOTES 1. CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. 2. CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED. 4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS (MINIMUM 10' CLEARANCE). 6. CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. UNDERGROUND UTILITIES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF EXISTING TREES TO REMAIN. 8. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. 9. HORIZONTAL AND VERTICAL ALIGNMENT OF PROPOSED WALKS, TRAILS OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. CHANGES IN ALIGNMENT AND GRADES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO IMPLEMENTATION. 10. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 11. CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 12. EXISTING TREES OR SIGNIFICANT SHRUB MASSINGS FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONS REGARDING EXISTING PLANT MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 13. EXISTING TREES TO REMAIN, UPON DIRECTION OF LANDSCAPE ARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD, DAMAGED AND RUBBING BRANCHES. 14. CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN REQUEST FOR THE SUBSTANTIAL COMPLETION INSPECTION OF LANDSCAPE AND SITE IMPROVEMENTS PRIOR TO SUBMITTING FINAL PAY REQUEST. 15. CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLE AS-BUILT DRAWING(S) OF LANDSCAPE INSTALLATION, IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO SUBSTANTIAL COMPLETION. 16. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVER NOTES. SOIL TESTING 1. CONTRACTOR SHALL OBTAIN A SOIL SAMPLE(S) FROM PROJECT SITE AND/OR SALVAGED TOPSOIL STOCKPILE AND SUBMIT TO INDEPENDENT TESTING AGENCY. ANALYSIS AND RECOMMENDATIONS FOR (INCLUDING BUT NOT LIMITED TO) MACRONUTRIENTS, MICRONUTRIENTS, COMPOSITION AND SOLUBLE SALTS SHALL BE PROVIDED. 2. CONTRACTOR SHALL PROVIDE ANALYSIS RESULTS AND RECOMMENDATIONS TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO SOIL AMENDMENT AND PRIOR TO PLANTING. GRADING 1. GRADING LIMITS ARE DEFINED AS THE JUNCTURE OF PROPOSED GRADE WITH EXISTING GRADE UNLESS NOTED OTHERWISE. 2. GRADING LIMITS AND LIMITS OF WORK SHOWN ON PLAN ARE ONLY APPROXIMATE AND MAY BE ADJUSTED IN FIELD BY LANDSCAPE ARCHITECT. WORK OUTSIDE OF THESE LIMITS WILL BE DONE AT LANDSCAPE CONTRACTORS EXPENSE UNLESS DIRECTED BY LANDSCAPE ARCHITECT OR OWNER IN WRITING. 3. FILL/CUT AS NECESSARY TO PROVIDE A 1% MINIMUM GRADE AWAY FROM BUILDINGS WITHIN LIMITS OF CONSTRUCTION. 4. SALVAGE TOPSOIL FROM THE EARTHWORK AREAS AS APPROPRIATE OR AS INDICATED ON PLANS AND STOCKPILE FOR REUSE. 5. MAINTAIN A UNIFORM GRADE BETWEEN CONTOURS IN AREAS TO BE GRADED UNLESS NOTED OTHERWISE. 6. ELEVATIONS, IF SHOWN ARE FINISHED ELEVATIONS. SPOT ELEVATIONS TAKE PRECEDENCE OVER CONTOURS. 7. CONTRACTOR SHALL CONTACT PUBLIC UTILITIES FOR LOCATION OF UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 8. CONTRACTOR SHALL PROVIDE PROPER EROSION CONTROL MEASURES AS REQUIRED TO ENSURE THAT EROSION IS KEPT TO AN ABSOLUTE MINIMUM. 9. PROVIDE TEMPORARY COVERING FOR CATCH BASINS AND MAN HOLES UNTIL FINISHED GRADING IS COMPLETE. 10. CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS AS NEEDED. 11. PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 12. CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES PER LOCAL POLLUTION CONTROL AGENCY AND SPECIFICATIONS. 13. WITHIN TWO WEEKS OF FINISHED SITE GRADING, DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, MULCH OR ROCK BASE. 14. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES AND EXCESS SEDIMENT IN PROPOSED CATCH BASINS, FOR THE DURATION OF CONSTRUCTION. 15. CONTRACTOR SHALL REMOVE EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED AND DISPOSE OF OFF SITE. 16. CONTRACTOR SHALL ENSURE THAT SOIL CONDITIONS AND COMPACTION ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRUCTION SITE. UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO ENSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN PLANTING AREAS. PLANTING 1. COUNTY TO SUPPLY AND INSTALL ALL TREES, NO WARRANTY REQUIRED FOR TREE INSTALLATION. 2. SPRING PLANT MATERIAL INSTALLATION IS FROM MAY 1 TO JULY 1. 3. FALL CONIFEROUS PLANTING IS ACCEPTABLE FROM SEPTEMBER 15 TO SEPTEMBER 30. 4. FALL DECIDUOUS PLANTING IS ACCEPTABLE FROM SEPTEMBER 15 TO SEPTEMBER 30. 5. ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 6. STAKE PROPOSED PLANTING LOCATIONS PER PLAN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALL. 7. PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' FEET ABOVE THE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACE. 8. INSTALL PLANT MATERIAL AFTER FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 9. INSTALL PERENNIALS AND SHRUBS PER PLANTING DETAILS. TREES ARE PROVIDED BY HENNEPIN COUNTY AND ARE TO BE INSTALLED PER COUNTY INSTALLATION RECOMMENDATIONS. 10. SUBSTITUTION REQUESTS FOR PLANT MATERIAL TYPE & SIZE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. SUBSTITUTIONS AFTER BIDDING MUST BE APPROVED BY LANDSCAPE ARCHITECT AND ARE SUBJECT TO CONTRACT ADJUSTMENTS. 11. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. 12. FERTILIZE PLANT MATERIALS IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS. 13. INSTALL 14" DEPTH OF PLANTING SOIL WITH 2" SOURCE SEPARATED ORGANIC MATTER COMPOST (SSOM) IN AREAS RECEIVING GROUND COVER, PERENNIALS, AND ANNUALS. REFER TO SPEC SECTION 32 92 00 (LAWNS AND GRASSES) FOR ADDITIONAL SOIL REQUIREMENTS. 14. REFER TO DETAIL 7/LP500 FOR INFILTRATION BASIN, BIORENTION BASIN, AND LOW MAINTENANCE TURF SEEDING AREA SOIL PROFILES. 15. APPLY PRE-EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) IN ANNUAL, PERENNIAL, AND SHRUB BEDS FOLLOWED BY SHREDDED HARDWOOD MULCH. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING USE OF HERBICIDES. MULCHING 1. INSTALL 4" DEEP FINELY SHREDDED HARDWOOD MULCH RINGS AT CONIFEROUS & DECIDUOUS TREES WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. 2. INSTALL 3" DEEP FINELY SHREDDED HARDWOOD MULCH RINGS AT SHRUB PLANTING AREAS WITH NO MULCH IN DIRECT CONTACT WITH SHRUB STEMS. 3. INSTALL 3" DEEP FINELY SHREDDED MULCH IN PERENNIAL PLANTING BEDS. REMOVE ALL MULCH FROM STEMS OF PERENNIALS; PLANT STEMS SHOULD NOT BE IN DIRECT CONTACT WITH MULCH. WATERING 1. PLANTED MATERIALS SHALL BE WATERED BY TEMPORARY MEANS UNTIL PLANTS ARE ESTABLISHED. 2. TEMPORARY WATERING MEANS, METHODS, AND SCHEDULING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. REMOVE TEMPORARY WATERING EQUIPMENT UPON PLANT ESTABLISHMENT. WARRANTY 1. WARRANTY NEW PLANT MATERIAL, EXCEPT TREES PROVIDED BY COUNTY, THROUGH ONE (1) CALENDAR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. EXISTING CONDITIONS & SITE REMOVAL NOTES SITE REMOVAL NOTES 1. EXISTING SITE INFORMATION WAS PROVIDED BY OTHERS. ACTUAL FIELD CONDITIONS MAY VARY. FIELD VERIFY UTILITY LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. 2. THE LOCATIONS OF UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. 3. CONTRACTOR TO VERIFY THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE-CALL AT 651-454-0002 (METRO) OR 1-800-252-1166 (OUT-STATE). 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY UTILITY COMPANY'S FORCES AND FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING FEES AND CHARGES. 5. REMOVAL ITEMS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER PER LOCAL GOVERNING AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. 6. PRIOR TO ANY WORK, EROSION CONTROL DEVICES ARE TO BE INSTALLED WHERE NECESSARY AND OBTAIN AN NPDES STORM WATER PERMIT. REFER TO CIVIL FOR EROSION CONTROL. 7. DAMAGE TO REMAINING EXISTING CONDITIONS WILL BE REPLACED AT CONTRACTOR'S EXPENSE AND SHALL BE EQUAL TO OR EXCEED THE QUALITY OF CONSTRUCTION PRIOR TO DAMAGE. IRRIGATION NOTES 1. NO PERMANENT IRRIGATION SYSTEM TO BE INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY IRRIGATION TO SUPPORT PLANTING ESTABLISHMENT. PROVIDE WATERING TO PLANTINGS EQUIVALENT TO 1" PER WEEK DURING GROWING SEASON. REFER TO WATERING NOTES. 2. CONTRACTOR SHALL PROVIDE & FILL TREE WATERING BAGS DURING THE MAINTENANCE PERIOD TURF NOTES 1. SOD AREAS DISTURBED DUE TO GRADING UNLESS NOTED OTHERWISE. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY [WITH WOODEN STAKES; NO METAL STAKES ARE ALLOWED]. 4. UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRING SEED & SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. 5. FALL SODDING IS ACCEPTABLE FROM AUGUST 15 TO NOVEMBER 1. FALL SEEDING IS ACCEPTABLE FROM AUGUST 15 TO SEPTEMBER 15. ADJUSTMENTS TO SOD/SEED PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 6. NO SOD NETTING ALLOWED ON SITE. NATIVE GRASS AND FORBS SEEDING NOTES 1. FALL NATIVE SEEDING IS ACCEPTABLE FROM SEPTEMBER 1 TO OCTOBER 15. ADJUSTMENTS TO NATIVE SEEDING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 2. SPRING NATIVE SEEDING FROM APRIL 1 TO JUNE 30TH. 20 7 TREE PROTECTION FENCING (161 LF) TREE PROTECTION FENCING (357 LF) EXACT TREE SPECIMENS TO BE PRESERVED FINALIZED IN THE FIELD PRIOR TO PROPOSED WORK IN THIS AREA TREE REMOVAL AREA TREE PROTECTION FENCING (567 LF) TREE PROTECTION FENCING (110 LF) TREE PROTECTION FENCING (46 SF) TREE PROTECTION FENCING (30 LF) TREE REMOVAL AREA TREE PRESERVATION FENCING SEE LP006 FOR TREE PROTECTION DETAILS A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP005 TREE PRESERVATION PLAN NORTH 0 SCALE: 1208040 1" = 40' TREE PRESERVATION LEGEND TREE PRESERVATION NOTES TREE PROTECTION 1. CONTRACTOR SHALL PRESERVE TREES SHOWN IN THE DRAWINGS TO BE PROTECTED AND PRESERVED. INSTALL TREE PROTECTION MEASURES PER DETAILS. 2. TREE PROTECTION MEASURES ARE TO BE INSTALLED PRIOR TO DEMOLITION AND SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD. 3. NO WORK SHALL OCCUR IN TREE PROTECTION ZONES. 4. CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS TO MINIMIZE DAMAGE TO TREES WHERE WORK IS DESIGNATED TO OCCUR WITHIN AND ADJACENT TO THE DRIPLINE OF TREES. REFER TO TREE PROTECTION DETAILS FOR TREE PROTECTION FENCE, TRUNK PROTECTION, AND PRUNING PRACTICES. 4.1. EXCAVATION WORK WITHIN DRIPLINE OF TREES SHALL BE LIMITED TO HAND REMOVAL, DIRECTIONAL BORING, AND AIR KNIFE ONLY TO MINIMIZE DAMAGE TO ROOT SYSTEMS. SEE SPECIFICATIONS FOR DIRECTIONAL BORING DEPTHS WITHIN DRIPLINE OF TREES. 4.2. WHERE WORK IS TO OCCUR WITHIN DRIPLINE OF TREES OR TREE PROTECTION ZONES, PROVIDE ROOT PRUNING AS CLEANLY CUT ROOTS PRIOR TO EXCAVATION OR TRENCHING ACTIVITIES. ROOT PRUNING TO BE PERFORMED BY ISA CERTIFIED ARBORIST FAMILIAR WITH ROOT PRUNING PRACTICES. 4.3. PROTECT TRUNK AND BRANCHES FROM DAMAGE WHERE WORK IS DESIGNATED TO OCCUR WITHIN THE DRIPLINE OF TREES. PROVIDE TRUNK PROTECTION PER DETAILS. 5. CONTRACTOR SHALL NOT PLACE TEMPORARY STRUCTURES OR STORE MATERIALS IN TREE PROTECTION ZONES OR WITHIN THE DRIPLINE OF TREES. ROOT PROTECTION 1. IN AREAS WHERE WORK OCCURS WITHIN DRIPLINE OF TREES AND IDENTIFIED AS ROOT PROTECTION ZONES, CONTRACTOR SHALL USE EXTRA PRECAUTION TO MINIMIZE DISTURBANCE TO ROOTS DURING CONSTRUCTION ACTIVITIES. 2. PROVIDE PROVIDE PROTECTIVE 4" ORGANIC WOOD MULCH LAYER BENEATH AND AROUND BUILIDNG CONSTRUCTION AREAS, CLEAN ROOT CUTTING BY ISA CERTIFIED ARBORIST, AND LOW-IMPACT EXCAVATION MEASURES. REFER TO PROJECT NOTES AND SPECIFICATIONS 3. CONTRACTOR SHALL NOT STORE MATERIALS, EQUIPMENT, OR PARK VEHICLES IN ROOT PROTECTION ZONES. LIMITED. 4. TEMPORARY ACCESS AND MOVEMENT ACROSS ROOT PROTECTION ZONES AND OVER PROTECTIVE MULCH LAYER TO FACILITATE THE WORK SHALL BE PERMITTED. REPAIR TO PROTECTIVE MULCH LAYER DISTURBED BY CONSTRUCTION ACTIVITIES DURING THE DURATION OF THE WORK. 20 8 A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP006 TREE PRESERVATION DETAILS 10' MAX. BETWEEN SUPPORTS DETAIL - TREE PROTECTION 1 1/2" = 1'-0" NOTES: 1. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO DEMOLITION IN LOCATIONS SHOWN ON PLANS AND SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD.TREE PROTECTION FENCING MAY BE RELOCATED AS NECESSARY WITH APPROVAL FROM THE LANDSCAPE ARCHITECT. 2. CONTRACTOR SHALL NOT STORE MATERIALS, EQUIPMENT OR PARK VEHICLES IN TREE PROTECTION ZONES. THE FENCE SHALL PREVENT TRAFFIC MOVEMENT AND THE PLACEMENT OF TEMPORARY FACILITIES, EQUIPMENT, STOCKPILES AND SUPPLIES FROM HARMING VEGETATION WITHIN THE LIMITS OF PROTECTION. 3. PLACE 4" DEPTH ORGANIC WOOD MULCH WITHIN TREE PROTECTION FENCING FOR MOISTURE PRESERVATION 4. PLACE TREE PROTECTION WITHIN DRIPLINE WHEN FULL DRIPLINE PROTECTION IS NOT FEASIBLE DUE TO EXISTING PAVEMENT OR OTHER OBSTACLES. 5. WHERE TREE PROTECTION OCCURS WITHIN DRIPLINE OF TREE, WRAP TRUNK W/ 2X4X8 BOARDS SECURED TIGHTLY AROUND TRUNK WITH STRAP BINDINGS. SEE DETAIL 3/LP006. 6. NO PRUNING SHALL BE PERFORMED EXCEPT WHERE APPROVED BY APPROVED LANSDCAPE ARCHITECT AND PERFORMED BY ISA CERTIFIED ARBORIST. 7. WHERE WORK OCCURS WITHIN DRIPLINE OF TREE, ROOT PRUNING TO BE PERFORMED BY ISA CERTIFIED ARBORIST PRIOR TO EXCAVATION OR TRENCHING. 6' MIN INSTALL FENCE 6' MIN. OUTSIDE DRIPLINE OR AS SHOWN ON PLAN. DRIPLINE VARIES TENSIONER: COATED WIRE OR NYLONE ROPE TO KEEP FENCE TAUGHT TREE PROTECTION FENCING: 48" ORANGE SNOW FENCING OR CONSTRUCTION GRADE CHAIN LINK. FASTEN TO POSTS WITH GALVANIZED WIRE TIES POSTS: 7' U-CHANNEL 1.12 LBS/FOOT STRENGTH PAINTED OR GALVANIZED TREE PROTECTION SIGNAGE SPACED EVERY 50' ALONG FENCE. REFER TO SIGNAGE DETAIL PERSPECTIVE PLAN 1 P-21 270-19 DETAIL - TREE PROTECTION SIGNAGE 1 1/2" = 1'-0" KEEP OUT TREE PRESERVATION AREA CALL ###-###-#### TO REPORT VIOLATIONS PROHIBIDO ENTRAR ZONA DE PROTECION DEL ARBORL LLAMAR AL TEL. ###-###-#### PARA REPORTAR INFRACCIONES 3'-0" 2' - 0 " LAMINATED TREE PROTECTION SIGNAGE SPACED EVERY 50' ALONG FENCE PROVIDE CONTACT INFORMATION FOR CONSTRUCTION PROJECT MANAGER 2 P-21 270-69 PROTECTIVE PLANKING: 2x4x8 UNTREATED LUMBER, COMPLETELY AROUND TREE TRUNK. MIN. 1/2" DIAMETER NATURAL ROPE OR NYLON STRAPS, TIGHTENED AROUND BOARDS. STAPLE TO BOARDS TO PREVENT SLIPPAGE. 3 STRAPS PER TREE TRUNK. WRAP TREE WITH 3-5 LAYERS BURLAP COMPLETELY UNDER TREE PROTECTION BOARDS. PROVIDE 5 LAYERS ON THIN-BARKED TREES (E.G. SUGAR MAPLES) RO O T F L A R E 8' - 0 " O R TO F I R S T M A I N B R A N C H NOTES: 1. DO NOT FASTEN PLANKING DIRECTLY TO TREE TRUNK. 2. DO NOT INSTALL PLANKING ON ROOT FLARE. DETAIL - TRUNK PROTECTION 1" = 1'-0"P-21 270-093 20 9 AMENITY SYMBOL DESCRIPTION QTY DETAIL MATERIAL PROFILE/ASSEMBLY MANUFACTURER PRODUCT/MODEL SCULPTURE - BY OWNER 1 SCULPTURE ELEMENT BY OWNER OVER CONCRETE PAD N/A BY OWNER ARTIFICIAL TURF SYMBOL DESCRIPTION QTY DETAIL MATERIAL PROFILE/ASSEMBLY MANUFACTURER PRODUCT/MODEL COLOR/FINISH ARTIFICIAL TURF 804 SF 8/LP500 ARTIFICIAL TURF FOREVER LAWN K9 GRASS CLASSIC SUMMER GREEN EDGING SYMBOL DESCRIPTION QTY DETAIL MATERIAL PROFILE/ASSEMBLY MANUFACTURER PRODUCT/MODEL COLOR/FINISH STEEL EDGING 2,043 LF 4/LP500 3/16" GALVANIZED STEEL RYERSON 3/16" GALVANIZED STEEL BLACK MINERAL MULCH SYMBOL DESCRIPTION QTY DETAIL MATERIAL PROFILE/ASSEMBLY MANUFACTURER PRODUCT/MODEL COLOR/FINISH TRAP ROCK 2 1/2"5,827 SF 5/LP500 2/ 1/2" TRAP ROCK, 6" DEPTH ROCK OVER GEOTEXTILE FABRIC DRESSOR TRAP ROCK 2-1/2" DIA.NATURAL GRAY TRAP ROCK 4-6"916 SF 5/LP500 4"-6" TRAP ROCK, 8" DEPTH ROCK OVER GEOTEXTILE FABRIC DRESSOR TRAP ROCK 4" - 6" WASHED NATURAL GRAY CRUSHED STONE 1,068 SF 6/LP500 3/8" CRUSHED STONE, 4" DEPTH. OVER GEOTEXTILE FABRIC DRESSER TRAP ROCK 3/8" MINUS NATURAL GRAY WALL SYMBOL DESCRIPTION QTY DETAIL MATERIAL PROFILE/ASSEMBLY MANUFACTURER PRODUCT/MODEL COLOR/FINISH PRECAST CONCRETE WALL 117 LF 2/LP501 PRECAST CONCRETE WALL OVER COMPACTED BASE -CUSTOM DARK CHARCOAL COLOR, LIGHT SANDBLAST FINISH AM-01 AT-01 ED-01 MM-01 MM-02 MM-03 WL-01 N/A 1 & 2/LP501 CUSTOM DECIDUOUS TREES CODE QTY BOTANICAL / COMMON NAME SIZE CONT. NOTES AG3 9 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` `AUTUMN BRILLIANCE` SERVICEBERRY 10` HT.BARE ROOT CLUMP FORM CO 4 CELTIS OCCIDENTALIS COMMON HACKBERRY 1.5" CAL. BARE ROOT CC 22 CORYLUS COLURNA TURKISH HAZEL 1.5" CAL. BARE ROOT GP 12 GINKGO BILOBA `PRINCETON SENTRY` PRINCETON SENTRY GINKGO 1.5" CAL. BARE ROOT GI3 6 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM SKYLINE THORNLESS HONEY LOCUST 1.5" CAL. BARE ROOT PD 7 POPULUS DELTOIDES `SIOUXLAND` EASTERN COTTONWOOD SIOUXLAND 1.5" CAL. BARE ROOT QB 44 QUERCUS BICOLOR SWAMP WHITE OAK 1.5" CAL. BARE ROOT QM2 10 QUERCUS MACROCARPA BURR OAK 1.5" CAL. BARE ROOT QR2 5 QUERCUS X `REGAL PRINCE` REGAL PRINCE OAK 1.5" CAL. BARE ROOT TG 7 TILIA AMERICANA 'REDMOND' REDMOND AMERICAN BASSWOOD 1.5" CAL. BARE ROOT EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE CONT. NOTES ACW 21 ABIES CONCOLOR WHITE FIR 6` HT. B&B PG6 15 PICEA GLAUCA WHITE SPRUCE 6` HT. B&B PP7 32 PINUS STROBUS EASTERN WHITE PINE 6` HT. B&B DECIDUOUS SHRUBS CODE QTY BOTANICAL / COMMON NAME SIZE CONT. NOTES SPACING AL 88 ARONIA MELANOCARPA 'UCONNAM165' LOW SCAPE MOUND® BLACK CHOKEBERRY 5 GAL CONT.24" o.c. AM 21 ARONIA MELANOCARPA `AUTUMN MAGIC` AUTUMN MAGIC BLACK CHOKEBERRY 5 GAL CONT.48" o.c. CF 34 CORNUS SERICEA `FARROW` ARCTIC FIRE RED TWIG DOGWOOD 5 GAL CONT.48" o.c. DL 218 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE 5 GAL CONT.48" o.c. PB 5 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO® NINEBARK #5 CONT.72" o.c. RG 70 RHUS AROMATICA `GRO-LOW` GRO-LOW FRAGRANT SUMAC 5 GAL CONT.72" o.c. SS 32 SPIRAEA NIPPONICA 'SNOWMOUND' SNOWMOUND SPIREA 5 GAL CONT.48" o.c. EVERGREEN SHRUBS CODE QTY BOTANICAL / COMMON NAME SIZE CONT. NOTES SPACING TT 27 TAXUS X MEDIA `TAUNTONII` TAUTON YEW 5 GAL CONT.60" o.c. PERENNIALS CODE QTY BOTANICAL / COMMON NAME SIZE CONT. NOTES SPACING AB 18 ASTILBE X ARENDSII 'BEAUTY OF ERNST' COLOR FLASH® ASTILBE 1 GAL CONT.24" o.c. CK 33 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` FEATHER REED GRASS 1 GAL POT 18" o.c. CB 96 CAREX BLANDA WOODLAND SEDGE 1 GAL CONT.24" o.c. EM 24 ECHINACEA PURPUREA 'MAGNUS' MAGNUS PURPLE CONEFLOWER 1 GAL CONT.24" o.c. RH3 19 RUDBECKIA FULGIDA VAR. SULLIVANTII 'GOLDSTURM' BLACK-EYED SUSAN 'GOLDSTRUM'1 GAL CONT.24" o.c. SP 406 SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' BLUE HEAVEN LITTLE BLUESTEM 1 GAL CONT.24" o.c. SH 57 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 1 GAL CONT.24" o.c. ZA 18 ZIZIA AUREA GOLDEN ALEXANDER 1 GAL CONT.24" o.c. PLANT SCHEDULE LOW MAINTENANCE TURF 61,983 SF REFER TO SPECIFICATION SECTION 329200 FOR SPECIES MIX - STORMWATER BASIN 22,959 SF SEED ENTIRE AREA WITH MNDOT SEED MIX #33-261, PLANT MIX OF PERENNIAL PLUGS ABOVE 10 YEAR STORM EVENT: ACORUS CALAMUS / SWEET FLAG 266 ANDROPOGON GERARDII / BIG BLUESTEM 266 ANEMONE CANADENSIS / CANADIAN ANEMONE 266 ASCLEPIAS INCARNATA / SWAMP MILKWEED 266 CALTHA PALUSTRIS / MARSH MARIGOLD 266 CAREX COMOSA / LONGHAIR SEDGE 597 EUTROCHIUM MACULATUM / SPOTTED JOE PYE WEED 266 PANICUM VIRGATUM / SWITCH GRASS 266 SALIX DISCOLOR / PUSSY WILLOW 150 SCIRPUS ATROVIRENS / DARK GREEN BULRUSH 266 TURF SOD 4,153 SF REFER TO SPECIFICATION SECTION 329200 - A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP010 LANDSCAPE SCHEDULES PLANTING SCHEDULE MATERIALS SCHEDULE SEED MIXES & GROUND COVER COUNTY TO SUPPLY AND INSTALL ALL TREES, NO WARRANTY REQUIRED FOR TREE INSTALLATION. OVERSTORY PLANTING CALCULATIONS: DECIDUOUS: 117 overstory trees @ 1.5" dia. = 70.2 overstory trees @ 2.5" dia. CONIFEROUS: 68 overstory trees (1=1 @ 6' height) ORNAMENTAL: 9 = 3 overstory trees (3=1 @ 2.5" dia.) SHRUBS: 495 = 49.5 overstory trees (10=1) 186 REQUIRED 190.7 PROPOSED 21 0 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXX X X X X X X FFE = 971.00 HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF CO. RD. N O . 6 S H E N A N D O A H L A N E A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP100 LANDSCAPE MATERIALS PLAN OVERALL NORTH 0 SCALE: 1208040 1" = 40' LP104 LANDSCAPE MATERIALS PLAN AREA - D LP101 LANDSCAPE MATERIALS PLAN AREA - A LP103 LANDSCAPE MATERIALS PLAN AREA - C LP102 LANDSCAPE MATERIALS PLAN AREA - B 21 1 X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X CO. RD. N O . 6 27' ARM GATE 20' ARM GATE HC WOMEN'S WORK HOUSE FACILITY 12' RAZOR WIRE CHAIN LINK FENCE WITH PRIVACY SLATS MODULAR BLOCK RETAINING WALL TREES TO REMAIN CONSTRUCTION LIMITS (TYP) CONCRETE SIDEWALK (TYP) 8' CLF SECURITY FENCE 25' VERTICAL PIVOT GATE TREE TO REMAIN MODULAR BLOCK RETAINING WALL 8' CLF SECURITY FENCE PARKING / DRIVEWAY LIGHT (TYP) MM-03 ED-01 PSS HQ BLDG 8" T Y P . 8" T Y P . MM-03 ED-01 12' RAZOR WIRE CHAIN LINK FENCE AMENITY SYMBOL DESCRIPTION QTY DETAIL SCULPTURE - BY OWNER 1 ARTIFICIAL TURF SYMBOL DESCRIPTION QTY DETAIL ARTIFICIAL TURF 804 SF 8/LP500 EDGING SYMBOL DESCRIPTION QTY DETAIL STEEL EDGING 2,043 LF 4/LP500 MINERAL MULCH SYMBOL DESCRIPTION QTY DETAIL TRAP ROCK 2 1/2"5,827 SF 5/LP500 TRAP ROCK 4-6"916 SF 5/LP500 CRUSHED STONE 1,068 SF 6/LP500 WALL SYMBOL DESCRIPTION QTY DETAIL PRECAST CONCRETE WALL 117 LF 2/LP501 AM-01 AT-01 ED-01 MM-01 MM-02 MM-03 WL-01 N/A 1 & 2/LP501 A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP101 LANDSCAPE MATERIALS PLAN AREA - A NORTH 0 SCALE: 483216 1" = 16' GENERAL NOTES 1. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR INFORMATION REGARDING SITE DEMOLITION, SITE PAVING, SITE GRADING. FENCING, BOLLARDS, RETAINING WALLS, AND GATES. 2. REFER TO ELECTRICAL SITE PLAN ES101 FOR LIGHTING TYPES AND LOCATION. MATERIALS LEGEND - REFER TO LP010 FOR FULL LANDSCAPE SCHEDULE INFORMATION. - LEGEND INCLUDES MATERIALS FOR THE ENTIRETY OF THE PROJECT, REFER TO OTHER AREA PLANS TO LOCATE REFERENCES NOT SHOWN. 21 2 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S H E N A N D O A H L A N E AT-01 ED-01 CONSTRUCTION LIMITS (TYP) ORNAMENTAL SECURITY FENCE ACF SIGN CONCRETE SIDEWALK (TYP) ED-018' CHAINLINK FENCE BOLLARDS 9' BITUMINOUS TRAIL (TYP) PARKING / DRIVEWAY LIGHT (TYP) BIOFILTRATION BASIN #2 25' VERTICAL PIVOT GATE CONCRETE SIDEWALK (TYP) ORNAMENTAL SECURITY FENCEED-01 30 ' - 2 " 7'-0" BIOFILTRATION BASIN #1 PSS HQ BUILDING 8" CLR FROM FENCE, TYP. ED-01 171'-11" MM-01 18 ' - 5 " 5'-0" 1'-6" TYP. MM-01 ED-01 MM-01 ED-01 AMENITY SYMBOL DESCRIPTION QTY DETAIL SCULPTURE - BY OWNER 1 ARTIFICIAL TURF SYMBOL DESCRIPTION QTY DETAIL ARTIFICIAL TURF 804 SF 8/LP500 EDGING SYMBOL DESCRIPTION QTY DETAIL STEEL EDGING 2,043 LF 4/LP500 MINERAL MULCH SYMBOL DESCRIPTION QTY DETAIL TRAP ROCK 2 1/2"5,827 SF 5/LP500 TRAP ROCK 4-6"916 SF 5/LP500 CRUSHED STONE 1,068 SF 6/LP500 WALL SYMBOL DESCRIPTION QTY DETAIL PRECAST CONCRETE WALL 117 LF 2/LP501 AM-01 AT-01 ED-01 MM-01 MM-02 MM-03 WL-01 N/A 1 & 2/LP501 A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP102 LANDSCAPE MATERIALS PLAN AREA - B NORTH 0 SCALE: 483216 1" = 16' GENERAL NOTES 1. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR INFORMATION REGARDING SITE DEMOLITION, SITE PAVING, SITE GRADING. FENCING, BOLLARDS, RETAINING WALLS, AND GATES. 2. REFER TO ELECTRICAL SITE PLAN ES101 FOR LIGHTING TYPES AND LOCATION. MATERIALS LEGEND - REFER TO LP010 FOR FULL LANDSCAPE SCHEDULE INFORMATION. - LEGEND INCLUDES MATERIALS FOR THE ENTIRETY OF THE PROJECT, REFER TO OTHER AREA PLANS TO LOCATE REFERENCES NOT SHOWN. 21 3 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FFE = 971.00 MM-03 ED-01 ED-01 ED-01 MM-01 ED-01 ED-01 ED-01 MM-03 MM-01 ED-01 MM-01 ED-01 ED-01 MM-01 3'-0"3'-0"3'-0" 9' WIDE BITUMINOUS TRAIL (TYP) ORNAMENTAL 4' HIGH FENCE SIGN 22' VERTICAL GATE BOLLARDS3'-0" (TYP) 6'-1" 44'-2" CONCRETE PATIO CONSTRUCTION LIMITS (TYP) TRASH ENCLOSURE ORNAMENTAL SECURITY FENCE 25' VERTICAL PIVOT GATE AM-01 9' - 6 " 4'-0"MM-01 ED-01 WL-01 CONC. PAD W FLAGPOLE SEE ARCH FOR FLAGPOLE AND ELECTRICAL FOR LIGHTING GENERATOR CONC PADS CATWALK W STAIRS AROUND GENERATORS INSTALL MM-01 UNDER CATWALKS & STAIRS 5'-5" MM-01 35 ' - 0 " MM-01 AGGREGATE BANDING TO BE ALIGNED WITH ARCHITECTURAL WINDOW OPENINGS, VERIFY PROPER ALIGNMENT PRIOR TO INSTALLATION WL-01 WL-01 WL-01 WL-01 ED-01 AGGREGATE BANDING TO ALIGN WITH LAYOUT ACROSS ROADWAY, TYPICAL ℄ ℄ 8'-8"18 ' - 0 " BIOFILTRATION BASIN #2 8'-8" 5'-0" R5'-0" 10'-7"9'-4"9'-7"9'-7" 9'-7"9'-7" 4'-0" ALIGN, TYP. 10'-0"10'-0" 3' - 0 " 3' - 0 " EQ.EQ.WL-012'-0" 20 ' - 0 " MM-02 MM-01 MM-01 MM-01 MM-02 MM-02 3' - 0 " T Y P . 3' - 0 " T Y P . 6'-1" 1'-6" TYP. 1'-6" TYP. 1' - 6 " T Y P . MM-02 MM-01 CONCRETE PAD, REFER TO CIVIL ED-01 MM-01 MM-02 MM-03 AMENITY SYMBOL DESCRIPTION QTY DETAIL SCULPTURE - BY OWNER 1 ARTIFICIAL TURF SYMBOL DESCRIPTION QTY DETAIL ARTIFICIAL TURF 804 SF 8/LP500 EDGING SYMBOL DESCRIPTION QTY DETAIL STEEL EDGING 2,043 LF 4/LP500 MINERAL MULCH SYMBOL DESCRIPTION QTY DETAIL TRAP ROCK 2 1/2"5,827 SF 5/LP500 TRAP ROCK 4-6"916 SF 5/LP500 CRUSHED STONE 1,068 SF 6/LP500 WALL SYMBOL DESCRIPTION QTY DETAIL PRECAST CONCRETE WALL 117 LF 2/LP501 AM-01 AT-01 ED-01 MM-01 MM-02 MM-03 WL-01 N/A 1 & 2/LP501 A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP103 LANDSCAPE MATERIALS PLAN AREA - C NORTH 0 SCALE: 483216 1" = 16' GENERAL NOTES 1. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR INFORMATION REGARDING SITE DEMOLITION, SITE PAVING, SITE GRADING. FENCING, BOLLARDS, RETAINING WALLS, AND GATES. 2. REFER TO ELECTRICAL SITE PLAN ES101 FOR LIGHTING TYPES AND LOCATION. MATERIALS LEGEND - REFER TO LP010 FOR FULL LANDSCAPE SCHEDULE INFORMATION. - LEGEND INCLUDES MATERIALS FOR THE ENTIRETY OF THE PROJECT, REFER TO OTHER AREA PLANS TO LOCATE REFERENCES NOT SHOWN. 21 4 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXX MM-01 MM-01 ED-01 ED-01 CONCRETE SIDEWALK (TYP) INFILTRATION BASIN CONSTRUCTION LIMITS (TYP) 12' RAZOR WIRE CHAIN LINK FENCE 8' CLF SECURITY FENCE ED-01 4'-0" PSS HQ BLDG MM-03 12' RAZOR WIRE CHAIN LINK FENCE WITH PRIVACY SLATS 12' RAZOR WIRE CHAIN LINK FENCE 8" TYP.8" TYP. AMENITY SYMBOL DESCRIPTION QTY DETAIL SCULPTURE - BY OWNER 1 ARTIFICIAL TURF SYMBOL DESCRIPTION QTY DETAIL ARTIFICIAL TURF 804 SF 8/LP500 EDGING SYMBOL DESCRIPTION QTY DETAIL STEEL EDGING 2,043 LF 4/LP500 MINERAL MULCH SYMBOL DESCRIPTION QTY DETAIL TRAP ROCK 2 1/2"5,827 SF 5/LP500 TRAP ROCK 4-6"916 SF 5/LP500 CRUSHED STONE 1,068 SF 6/LP500 WALL SYMBOL DESCRIPTION QTY DETAIL PRECAST CONCRETE WALL 117 LF 2/LP501 AM-01 AT-01 ED-01 MM-01 MM-02 MM-03 WL-01 N/A 1 & 2/LP501 A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP104 LANDSCAPE MATERIALS PLAN AREA - D NORTH 0 SCALE: 483216 1" = 16' GENERAL NOTES 1. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR INFORMATION REGARDING SITE DEMOLITION, SITE PAVING, SITE GRADING. FENCING, BOLLARDS, RETAINING WALLS, AND GATES. 2. REFER TO ELECTRICAL SITE PLAN ES101 FOR LIGHTING TYPES AND LOCATION. MATERIALS LEGEND - REFER TO LP010 FOR FULL LANDSCAPE SCHEDULE INFORMATION. - LEGEND INCLUDES MATERIALS FOR THE ENTIRETY OF THE PROJECT, REFER TO OTHER AREA PLANS TO LOCATE REFERENCES NOT SHOWN. 21 5 PIV W V WV WV W V CO CO COCO COCO CO CO CO COCO CO CO COCO CO CO WV X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXX X X X X X X FFE = 971.00 HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF CO. RD. N O . 6 S H E N A N D O A H L A N E LOW MAINTENANCE TURF (10,554 sf) LOW MAINTENANCE TURF (3,912 sf) LOW MAINTENANCE TURF (267 sf) LOW MAINTENANCE TURF (2,233 sf) LOW MAINTENANCE TURF (1,052 sf) LOW MAINTENANCE TURF (593 sf) LOW MAINTENANCE TURF (4,091 sf) LOW MAINTENANCE TURF (1,065 sf) LOW MAINTENANCE TURF (528 sf) LOW MAINTENANCE TURF (729 sf) LOW MAINTENANCE TURF (26,102 sf) INFILTRATION BASIN, LOW MAINTENANCE TURF LOW MAINTENANCE TURF (3,934 sf) LOW MAINTENANCE TURF (5,444 sf) LOW MAINTENANCE TURF (176 sf) STORMWATER BASIN (11,269 sf) TURF SOD (579 sf) TURF SOD (1,063 sf) TURF SOD (70 sf) STORMWATER BASIN (11,690 sf) 3 - PG6 3 - ACW 2 - PP7 1 - PP7 1 - QB 1 - QB HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF LOW MAINTENANCE TURF 61,983 SF REFER TO SPECIFICATION SECTION 329200 FOR SPECIES MIX - STORMWATER BASIN 22,959 SF SEED ENTIRE AREA WITH MNDOT SEED MIX #33-261, PLANT MIX OF PERENNIAL PLUGS ABOVE 10 YEAR STORM EVENT: ACORUS CALAMUS / SWEET FLAG 266 ANDROPOGON GERARDII / BIG BLUESTEM 266 ANEMONE CANADENSIS / CANADIAN ANEMONE 266 ASCLEPIAS INCARNATA / SWAMP MILKWEED 266 CALTHA PALUSTRIS / MARSH MARIGOLD 266 CAREX COMOSA / LONGHAIR SEDGE 597 EUTROCHIUM MACULATUM / SPOTTED JOE PYE WEED 266 PANICUM VIRGATUM / SWITCH GRASS 266 SALIX DISCOLOR / PUSSY WILLOW 150 SCIRPUS ATROVIRENS / DARK GREEN BULRUSH 266 TURF SOD 4,153 SF REFER TO SPECIFICATION SECTION 329200 - A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP200 OVERALL LANDSCAPE PLAN NORTH 0 SCALE: 1208040 1" = 40' LP204 LANDSCAPE PLANTING PLAN AREA - D LP201 LANDSCAPE PLANTING PLAN AREA - A LP203 LANDSCAPE PLANTING PLAN AREA - C LP202 LANDSCAPE PLANTING PLAN AREA - B SEED MIXES & GROUND COVER 21 6 WV X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X CO. RD. N O . 6 2 - RG 9 - DL 27 - DL 11 - AM 28 - RG 3 - PP7 13 - QB 9 - AG3 2 - ACW 3 - QM2 1 - CO 1 - CO 2 - ACW 3 - GI3 2 - GP 2 - QB 2 - PG6 1 - QB 1 - PD 1 - QB 3 - PG6 1 - TG 27' ARM GATE 20' ARM GATE HC WOMEN'S WORK HOUSE FACILITY MODULAR BLOCK RETAINING WALL TREES TO REMAIN CONSTRUCTION LIMITS (TYP) TREE TO REMAIN MODULAR BLOCK RETAINING WALL PARKING / DRIVEWAY LIGHT (TYP) PSS HQ BLDG DECIDUOUS TREES CODE QTY BOTANICAL / COMMON NAME AG3 9 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` `AUTUMN BRILLIANCE` SERVICEBERRY CO 4 CELTIS OCCIDENTALIS COMMON HACKBERRY CC 22 CORYLUS COLURNA TURKISH HAZEL GP 12 GINKGO BILOBA `PRINCETON SENTRY` PRINCETON SENTRY GINKGO GI3 6 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM SKYLINE THORNLESS HONEY LOCUST PD 7 POPULUS DELTOIDES `SIOUXLAND` EASTERN COTTONWOOD SIOUXLAND QB 44 QUERCUS BICOLOR SWAMP WHITE OAK QM2 10 QUERCUS MACROCARPA BURR OAK QR2 5 QUERCUS X `REGAL PRINCE` REGAL PRINCE OAK TG 7 TILIA AMERICANA 'REDMOND' REDMOND AMERICAN BASSWOOD EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME ACW 21 ABIES CONCOLOR WHITE FIR PG6 15 PICEA GLAUCA WHITE SPRUCE PP7 32 PINUS STROBUS EASTERN WHITE PINE DECIDUOUS SHRUBS CODE QTY BOTANICAL / COMMON NAME AL 88 ARONIA MELANOCARPA 'UCONNAM165' LOW SCAPE MOUND® BLACK CHOKEBERRY AM 21 ARONIA MELANOCARPA `AUTUMN MAGIC` AUTUMN MAGIC BLACK CHOKEBERRY CF 34 CORNUS SERICEA `FARROW` ARCTIC FIRE RED TWIG DOGWOOD DL 218 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE PB 5 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO® NINEBARK RG 70 RHUS AROMATICA `GRO-LOW` GRO-LOW FRAGRANT SUMAC SS 32 SPIRAEA NIPPONICA 'SNOWMOUND' SNOWMOUND SPIREA EVERGREEN SHRUBS CODE QTY BOTANICAL / COMMON NAME TT 27 TAXUS X MEDIA `TAUNTONII` TAUTON YEW PERENNIALS CODE QTY BOTANICAL / COMMON NAME AB 18 ASTILBE X ARENDSII 'BEAUTY OF ERNST' COLOR FLASH® ASTILBE CK 33 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` FEATHER REED GRASS CB 96 CAREX BLANDA WOODLAND SEDGE EM 24 ECHINACEA PURPUREA 'MAGNUS' MAGNUS PURPLE CONEFLOWER RH3 19 RUDBECKIA FULGIDA VAR. SULLIVANTII 'GOLDSTURM' BLACK-EYED SUSAN 'GOLDSTRUM' SP 406 SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' BLUE HEAVEN LITTLE BLUESTEM SH 57 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED ZA 18 ZIZIA AUREA GOLDEN ALEXANDER PLANT SCHEDULE LOW MAINTENANCE TURF 61,983 SF REFER TO SPECIFICATION SECTION 329200 FOR SPECIES MIX - STORMWATER BASIN 22,959 SF SEED ENTIRE AREA WITH MNDOT SEED MIX #33-261, PLANT MIX OF PERENNIAL PLUGS ABOVE 10 YEAR STORM EVENT: ACORUS CALAMUS / SWEET FLAG 266 ANDROPOGON GERARDII / BIG BLUESTEM 266 ANEMONE CANADENSIS / CANADIAN ANEMONE 266 ASCLEPIAS INCARNATA / SWAMP MILKWEED 266 CALTHA PALUSTRIS / MARSH MARIGOLD 266 CAREX COMOSA / LONGHAIR SEDGE 597 EUTROCHIUM MACULATUM / SPOTTED JOE PYE WEED 266 PANICUM VIRGATUM / SWITCH GRASS 266 SALIX DISCOLOR / PUSSY WILLOW 150 SCIRPUS ATROVIRENS / DARK GREEN BULRUSH 266 TURF SOD 4,153 SF REFER TO SPECIFICATION SECTION 329200 - A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP201 LANDSCAPE PLANTING PLAN AREA - A NORTH 0 SCALE: 483216 1" = 16' SEED MIXES & GROUND COVER GENERAL NOTES 1. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR INFORMATION REGARDING SITE DEMOLITION, SITE PAVING, SITE GRADING. FENCING, BOLLARDS, RETAINING WALLS, AND GATES. PLANTING LEGEND - REFER TO LP010 FOR FULL LANDSCAPE SCHEDULE INFORMATION. - LEGEND INCLUDES PLANTING FOR THE ENTIRETY OF THE PROJECT, REFER TO OTHER AREA PLANS TO LOCATE REFERENCES NOT SHOWN. 21 7 CO CO COCO COCO CO CO CO COCO CO CO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S H E N A N D O A H L A N E 3 - CC 3 - QB 3 - QB 9 - AG3 27 - TT5 - AM 5 - AM 1 - CO 5 - PP7 3 - CC 5 - PB 22 - SS 2 - CC 3 - PP7 4 - ACW 1 - PP7 1 - PD 1 - QM2 2 - PP7 2 - PG6 1 - QM2 1 - QM2 2 - QB 3 - PP7 2 - QM2 2 - QB 4 - CC 2 - QB 2 - PG6 2 - ACW 2 - CC 2 - QB 1 - TG 1 - TG 1 - QB 3 - PG6 2 - QB 1 - ACW 1 - QM2 2 - CO CONSTRUCTION LIMITS (TYP) ACF SIGN BOLLARDS 9' BITUMINOUS TRAIL (TYP) PARKING / DRIVEWAY LIGHT (TYP) BIOFILTRATION BASIN #2 BIOFILTRATION BASIN #1 BIOFILTRATION BASIN #1 PSS HQ BUILDING DECIDUOUS TREES CODE QTY BOTANICAL / COMMON NAME AG3 9 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` `AUTUMN BRILLIANCE` SERVICEBERRY CO 4 CELTIS OCCIDENTALIS COMMON HACKBERRY CC 22 CORYLUS COLURNA TURKISH HAZEL GP 12 GINKGO BILOBA `PRINCETON SENTRY` PRINCETON SENTRY GINKGO GI3 6 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM SKYLINE THORNLESS HONEY LOCUST PD 7 POPULUS DELTOIDES `SIOUXLAND` EASTERN COTTONWOOD SIOUXLAND QB 44 QUERCUS BICOLOR SWAMP WHITE OAK QM2 10 QUERCUS MACROCARPA BURR OAK QR2 5 QUERCUS X `REGAL PRINCE` REGAL PRINCE OAK TG 7 TILIA AMERICANA 'REDMOND' REDMOND AMERICAN BASSWOOD EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME ACW 21 ABIES CONCOLOR WHITE FIR PG6 15 PICEA GLAUCA WHITE SPRUCE PP7 32 PINUS STROBUS EASTERN WHITE PINE DECIDUOUS SHRUBS CODE QTY BOTANICAL / COMMON NAME AL 88 ARONIA MELANOCARPA 'UCONNAM165' LOW SCAPE MOUND® BLACK CHOKEBERRY AM 21 ARONIA MELANOCARPA `AUTUMN MAGIC` AUTUMN MAGIC BLACK CHOKEBERRY CF 34 CORNUS SERICEA `FARROW` ARCTIC FIRE RED TWIG DOGWOOD DL 218 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE PB 5 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO® NINEBARK RG 70 RHUS AROMATICA `GRO-LOW` GRO-LOW FRAGRANT SUMAC SS 32 SPIRAEA NIPPONICA 'SNOWMOUND' SNOWMOUND SPIREA EVERGREEN SHRUBS CODE QTY BOTANICAL / COMMON NAME TT 27 TAXUS X MEDIA `TAUNTONII` TAUTON YEW PERENNIALS CODE QTY BOTANICAL / COMMON NAME AB 18 ASTILBE X ARENDSII 'BEAUTY OF ERNST' COLOR FLASH® ASTILBE CK 33 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` FEATHER REED GRASS CB 96 CAREX BLANDA WOODLAND SEDGE EM 24 ECHINACEA PURPUREA 'MAGNUS' MAGNUS PURPLE CONEFLOWER RH3 19 RUDBECKIA FULGIDA VAR. SULLIVANTII 'GOLDSTURM' BLACK-EYED SUSAN 'GOLDSTRUM' SP 406 SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' BLUE HEAVEN LITTLE BLUESTEM SH 57 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED ZA 18 ZIZIA AUREA GOLDEN ALEXANDER PLANT SCHEDULE LOW MAINTENANCE TURF 61,983 SF REFER TO SPECIFICATION SECTION 329200 FOR SPECIES MIX - STORMWATER BASIN 22,959 SF SEED ENTIRE AREA WITH MNDOT SEED MIX #33-261, PLANT MIX OF PERENNIAL PLUGS ABOVE 10 YEAR STORM EVENT: ACORUS CALAMUS / SWEET FLAG 266 ANDROPOGON GERARDII / BIG BLUESTEM 266 ANEMONE CANADENSIS / CANADIAN ANEMONE 266 ASCLEPIAS INCARNATA / SWAMP MILKWEED 266 CALTHA PALUSTRIS / MARSH MARIGOLD 266 CAREX COMOSA / LONGHAIR SEDGE 597 EUTROCHIUM MACULATUM / SPOTTED JOE PYE WEED 266 PANICUM VIRGATUM / SWITCH GRASS 266 SALIX DISCOLOR / PUSSY WILLOW 150 SCIRPUS ATROVIRENS / DARK GREEN BULRUSH 266 TURF SOD 4,153 SF REFER TO SPECIFICATION SECTION 329200 - A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP202 LANDSCAPE PLANTING PLAN AREA - B NORTH 0 SCALE: 483216 1" = 16' SEED MIXES & GROUND COVER GENERAL NOTES 1. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR INFORMATION REGARDING SITE DEMOLITION, SITE PAVING, SITE GRADING. FENCING, BOLLARDS, RETAINING WALLS, AND GATES. PLANTING LEGEND - REFER TO LP010 FOR FULL LANDSCAPE SCHEDULE INFORMATION. - LEGEND INCLUDES PLANTING FOR THE ENTIRETY OF THE PROJECT, REFER TO OTHER AREA PLANS TO LOCATE REFERENCES NOT SHOWN. 21 8 CO X 4 - CF 18 - AB 8 - DL 2 - QR2 14 - DL 3 - QR2 26 - SH 20 - SH 24 - EM 9 - RH310 - RH3 18 - ZA 36 - SP PIV WV COCO CO CO COCO CO CO WV X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 32 - DL 10 - RG 30 - CF 46 - DL 5 - RG 1 - ACW 28 - SP 26 - AL 22 - AL 12 - DL DEMO AND REPAIR EXISTING IRRIGATION IN LANDSCAPE AREAS NORTH OF ECF BUILDING 20 - DL40 - AL 10 - SP 6 - DL 3 - GP 3 - GP 5 - PP7 3 - CC 4 - CC 3 - CC 2 - GP 1 - PP7 96 - CB 57 - SP1 - GI3 1 - GI3 9' WIDE BITUMINOUS TRAIL (TYP) SIGN BOLLARDS CONSTRUCTION LIMITS (TYP) BIOFILTRATION BASIN #2 CONC. PAD W FLAGPOLE SEE ARCH FOR FLAGPOLE AND ELECTRICAL FOR LIGHTING BIOFILTRATION BASIN #2 PSS BLDG PSS HQ BUILDING DECIDUOUS TREES CODE QTY BOTANICAL / COMMON NAME AG3 9 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` `AUTUMN BRILLIANCE` SERVICEBERRY CO 4 CELTIS OCCIDENTALIS COMMON HACKBERRY CC 22 CORYLUS COLURNA TURKISH HAZEL GP 12 GINKGO BILOBA `PRINCETON SENTRY` PRINCETON SENTRY GINKGO GI3 6 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM SKYLINE THORNLESS HONEY LOCUST PD 7 POPULUS DELTOIDES `SIOUXLAND` EASTERN COTTONWOOD SIOUXLAND QB 44 QUERCUS BICOLOR SWAMP WHITE OAK QM2 10 QUERCUS MACROCARPA BURR OAK QR2 5 QUERCUS X `REGAL PRINCE` REGAL PRINCE OAK TG 7 TILIA AMERICANA 'REDMOND' REDMOND AMERICAN BASSWOOD EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME ACW 21 ABIES CONCOLOR WHITE FIR PG6 15 PICEA GLAUCA WHITE SPRUCE PP7 32 PINUS STROBUS EASTERN WHITE PINE DECIDUOUS SHRUBS CODE QTY BOTANICAL / COMMON NAME AL 88 ARONIA MELANOCARPA 'UCONNAM165' LOW SCAPE MOUND® BLACK CHOKEBERRY AM 21 ARONIA MELANOCARPA `AUTUMN MAGIC` AUTUMN MAGIC BLACK CHOKEBERRY CF 34 CORNUS SERICEA `FARROW` ARCTIC FIRE RED TWIG DOGWOOD DL 218 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE PB 5 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO® NINEBARK RG 70 RHUS AROMATICA `GRO-LOW` GRO-LOW FRAGRANT SUMAC SS 32 SPIRAEA NIPPONICA 'SNOWMOUND' SNOWMOUND SPIREA EVERGREEN SHRUBS CODE QTY BOTANICAL / COMMON NAME TT 27 TAXUS X MEDIA `TAUNTONII` TAUTON YEW PERENNIALS CODE QTY BOTANICAL / COMMON NAME AB 18 ASTILBE X ARENDSII 'BEAUTY OF ERNST' COLOR FLASH® ASTILBE CK 33 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` FEATHER REED GRASS CB 96 CAREX BLANDA WOODLAND SEDGE EM 24 ECHINACEA PURPUREA 'MAGNUS' MAGNUS PURPLE CONEFLOWER RH3 19 RUDBECKIA FULGIDA VAR. SULLIVANTII 'GOLDSTURM' BLACK-EYED SUSAN 'GOLDSTRUM' SP 406 SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' BLUE HEAVEN LITTLE BLUESTEM SH 57 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED ZA 18 ZIZIA AUREA GOLDEN ALEXANDER PLANT SCHEDULE LOW MAINTENANCE TURF 61,983 SF REFER TO SPECIFICATION SECTION 329200 FOR SPECIES MIX - STORMWATER BASIN 22,959 SF SEED ENTIRE AREA WITH MNDOT SEED MIX #33-261, PLANT MIX OF PERENNIAL PLUGS ABOVE 10 YEAR STORM EVENT: ACORUS CALAMUS / SWEET FLAG 266 ANDROPOGON GERARDII / BIG BLUESTEM 266 ANEMONE CANADENSIS / CANADIAN ANEMONE 266 ASCLEPIAS INCARNATA / SWAMP MILKWEED 266 CALTHA PALUSTRIS / MARSH MARIGOLD 266 CAREX COMOSA / LONGHAIR SEDGE 597 EUTROCHIUM MACULATUM / SPOTTED JOE PYE WEED 266 PANICUM VIRGATUM / SWITCH GRASS 266 SALIX DISCOLOR / PUSSY WILLOW 150 SCIRPUS ATROVIRENS / DARK GREEN BULRUSH 266 TURF SOD 4,153 SF REFER TO SPECIFICATION SECTION 329200 - A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP203 LANDSCAPE PLANTING PLAN AREA - C NORTH 0 SCALE: 483216 1" = 16' ENLARGEMENT - ENTRY AREA PLANTING PLAN 1" = 8'-0" ENLARGEMENT - ENTRY AREA PLANTING PLAN 1 SEED MIXES & GROUND COVER GENERAL NOTES 1. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR INFORMATION REGARDING SITE DEMOLITION, SITE PAVING, SITE GRADING. FENCING, BOLLARDS, RETAINING WALLS, AND GATES. PLANTING LEGEND - REFER TO LP010 FOR FULL LANDSCAPE SCHEDULE INFORMATION. - LEGEND INCLUDES PLANTING FOR THE ENTIRETY OF THE PROJECT, REFER TO OTHER AREA PLANS TO LOCATE REFERENCES NOT SHOWN. 21 9 W V W V X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXX 12 - DL 15 - CK 18 - CK 24 - DL 7 - SS 6 - RG 3 - SS 18 - RG3 - ACW 3 - PP7 3 - ACW 3 - PP7 6 - PP7 1 - PD 1 - QM2 1 - PD 1 - PD 1 - PD 1 - PD 2 - QB 2 - QB 2 - QB 2 - QB INFILTRATION BASIN CONSTRUCTION LIMITS (TYP) PSS HQ BLDG DECIDUOUS TREES CODE QTY BOTANICAL / COMMON NAME AG3 9 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` `AUTUMN BRILLIANCE` SERVICEBERRY CO 4 CELTIS OCCIDENTALIS COMMON HACKBERRY CC 22 CORYLUS COLURNA TURKISH HAZEL GP 12 GINKGO BILOBA `PRINCETON SENTRY` PRINCETON SENTRY GINKGO GI3 6 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM SKYLINE THORNLESS HONEY LOCUST PD 7 POPULUS DELTOIDES `SIOUXLAND` EASTERN COTTONWOOD SIOUXLAND QB 44 QUERCUS BICOLOR SWAMP WHITE OAK QM2 10 QUERCUS MACROCARPA BURR OAK QR2 5 QUERCUS X `REGAL PRINCE` REGAL PRINCE OAK TG 7 TILIA AMERICANA 'REDMOND' REDMOND AMERICAN BASSWOOD EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME ACW 21 ABIES CONCOLOR WHITE FIR PG6 15 PICEA GLAUCA WHITE SPRUCE PP7 32 PINUS STROBUS EASTERN WHITE PINE DECIDUOUS SHRUBS CODE QTY BOTANICAL / COMMON NAME AL 88 ARONIA MELANOCARPA 'UCONNAM165' LOW SCAPE MOUND® BLACK CHOKEBERRY AM 21 ARONIA MELANOCARPA `AUTUMN MAGIC` AUTUMN MAGIC BLACK CHOKEBERRY CF 34 CORNUS SERICEA `FARROW` ARCTIC FIRE RED TWIG DOGWOOD DL 218 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE PB 5 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO® NINEBARK RG 70 RHUS AROMATICA `GRO-LOW` GRO-LOW FRAGRANT SUMAC SS 32 SPIRAEA NIPPONICA 'SNOWMOUND' SNOWMOUND SPIREA EVERGREEN SHRUBS CODE QTY BOTANICAL / COMMON NAME TT 27 TAXUS X MEDIA `TAUNTONII` TAUTON YEW PERENNIALS CODE QTY BOTANICAL / COMMON NAME AB 18 ASTILBE X ARENDSII 'BEAUTY OF ERNST' COLOR FLASH® ASTILBE CK 33 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` FEATHER REED GRASS CB 96 CAREX BLANDA WOODLAND SEDGE EM 24 ECHINACEA PURPUREA 'MAGNUS' MAGNUS PURPLE CONEFLOWER RH3 19 RUDBECKIA FULGIDA VAR. SULLIVANTII 'GOLDSTURM' BLACK-EYED SUSAN 'GOLDSTRUM' SP 406 SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' BLUE HEAVEN LITTLE BLUESTEM SH 57 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED ZA 18 ZIZIA AUREA GOLDEN ALEXANDER PLANT SCHEDULE LOW MAINTENANCE TURF 61,983 SF REFER TO SPECIFICATION SECTION 329200 FOR SPECIES MIX - STORMWATER BASIN 22,959 SF SEED ENTIRE AREA WITH MNDOT SEED MIX #33-261, PLANT MIX OF PERENNIAL PLUGS ABOVE 10 YEAR STORM EVENT: ACORUS CALAMUS / SWEET FLAG 266 ANDROPOGON GERARDII / BIG BLUESTEM 266 ANEMONE CANADENSIS / CANADIAN ANEMONE 266 ASCLEPIAS INCARNATA / SWAMP MILKWEED 266 CALTHA PALUSTRIS / MARSH MARIGOLD 266 CAREX COMOSA / LONGHAIR SEDGE 597 EUTROCHIUM MACULATUM / SPOTTED JOE PYE WEED 266 PANICUM VIRGATUM / SWITCH GRASS 266 SALIX DISCOLOR / PUSSY WILLOW 150 SCIRPUS ATROVIRENS / DARK GREEN BULRUSH 266 TURF SOD 4,153 SF REFER TO SPECIFICATION SECTION 329200 - A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP204 LANDSCAPE PLANTING PLAN AREA - D NORTH 0 SCALE: 483216 1" = 16' SEED MIXES & GROUND COVER GENERAL NOTES 1. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR INFORMATION REGARDING SITE DEMOLITION, SITE PAVING, SITE GRADING. FENCING, BOLLARDS, RETAINING WALLS, AND GATES. PLANTING LEGEND - REFER TO LP010 FOR FULL LANDSCAPE SCHEDULE INFORMATION. - LEGEND INCLUDES PLANTING FOR THE ENTIRETY OF THE PROJECT, REFER TO OTHER AREA PLANS TO LOCATE REFERENCES NOT SHOWN. 22 0 A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP500 LANDSCAPE DETAILS PREPARE PLANTING SOIL FOR THE ENTIRE BED APPLICATION OF PRE-EMERGENT HERBICIDE 3" MULCH; DO NOT PLACE IN CONTACT WITH SHRUB STEM PR E P A R E B E D A M I N . 4 " D E E P E R TH A N R O O T B A L L 12" MIN. SPACING DETAIL - SHRUB PLANTING 1" = 1'-0" EDGE CONDITION VARIES; REFER TO PLAN PLANTING SOIL FOR SHRUBS SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE CONTAINER GROWN MATERIAL SHALL HAVE ROOTS HAND LOOSENED P-21 270-021 PREPARE PLANTING SOIL FOR THE ENTIRE BED 1' - 6 " 6" MIN.SPACING UNDISTURBED SUBGRADE SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL PLANTING SOIL FOR PERENNIALS CONTAINER GROWN MATERIAL SHALL HAVE ROOTSH AND LOOSENED EDGE CONDITION VARIES; REFER TO PLAN 3" MULCH; DO NOT PLACE IN CONTACT WITH PLANT STEM DETAIL - PERENNIAL PLANTING 1 1/2" = 1'-0"2 P-21 270-04 EQ . CL CL CL CL EQ. NOTE: 1. REFER TO PLANTING SCHEDULE FOR PLANT SPACING. 2. SEE SPECIFICATION SECTION 32-9300 "EXTERIOR PLANTS" FOR MORE INFORMATION. GRID SPACING LAYOUT PLAN EQ . CL CL TRIANGULAR SPACING LAYOUT PLAN EQ. 12 PLANT SPACING UNLESS OTHERWISE NOTED ON PLANTING SCHEDULE 12 PLANT SPACING UNLESS OTHERWISE NOTED ON PLANTING SCHEDULE ED G E O F P L A N T B E D ED G E O F P L A N T B E D DETAIL - PLANT SPACING 3/4" = 1'-0"3 P-21 270-03 HOLD FINISHED GRADE 12" BELOW EDGER- SEE PLAN FOR EDGE CONDITION 3 16" METAL EDGER W/ STAKE PLANTING AREA- SEE PLANTING PLAN TURF- SEE PLANTING PLAN DETAIL - STEEL EDGING 1 1/2" = 1'-0"P-21 270-65P-21 270-654 4" M I N . TRAP ROCK AT 4" MIN. DEPTH, EXPOSE NO FABRIC, SIZE EITHER 2 1/2" OR 3/8" DIA, REFER TO PLANS FOR LOCATIONS NON-WOVEN GEOTEXTILE FABRIC, OVERLAP 6" MINIMUM, SECURE IN PLACE WITH POLY FABRIC STAPLES COMPACTED OR UNDISTURBED SUBGRADE DETAIL - TRAP ROCK 1" = 1'-0" SECTION-ELEVATION SECTION-PROFILE CONCRETE CURB 1'-6" MIN. VARIES, SEE PLAN 3/16" METAL EDGER W/ STAKE HOLD FINISHED GRADE 1/2" BELOW EDGER CONDITION VARIES - SEE PLAN P-21 270-075 NOTE: EACH LIFT OF CRUSHED STONE SHALL BE DAMPENED, ROLLED, AND COMPACTED AS SPECIFIED. CRUSHED STONE SHALL BE STABILIZED WITH A STABILIZING BINDER ACCORDING TO MANUFACTURER'S INSTRUCTIONS 4" DETAIL - STABILIZED CRUSHED STONE 1 1/2" = 1'-0" 3/8" DIAMETER CRUSHED STONE 2" SECOND LIFT 3/8" DIAMETER CRUSHED STONE 2" FIRST LIFT STEEL EDGER FILTER FABRIC, WRAP SIDES AND BOTTOM BETWEEN FIRST LIFT AND COMPACTED SOIL PREPARED SUBGRADE 6 P-21 270-08 ARTIFICAL TURF 1" LAYER - FINE STONE BASE FILTER FABRIC CLASS 5 AGGREGATE BASE, COMPACT TO 95% COMPACTED SUBBASE 1"FILTER FABRIC DETAIL - ARTIFICIAL TURF 3" = 1'-0" TRTD 2x4 NAILER BOARD STEEL EDGING 4" ADJACENT CONDITION VARIES P-21 270-188 DETAIL - SOIL PROFILES 1 1/2" = 1'-0" LOW MAINTENANCE TURF SEED BIOFILTRATION & INFILTRATION BASIN SIDE SLOPES BIOFILTRATION BASIN BOTTOM PLANTING SOIL INFILTRATION BASIN BOTTOM NATIVE SOIL 10" TOPSOIL 2" COMPOST, HENNEPIN COUNTY SSOM NATIVE SOILS 10" TOPSOIL 2" COMPOST, HENNEPIN COUNTY SSOM 12" PREMIXED FILTRATION MEDIA NATIVE SOIL 18" PREMIXED FILTRATION MEDIA NATIVE SOIL REFER TO DETAIL C1/CK506 FOR BASIN SECTION REFER TO E4/CK506 3" HARDWOOD MULCH 2" COMPOST, HENNEPIN COUNTY SSOM 14" PLANTING SOIL NATIVE SOIL NOTES: - UTILIZE SOURCE SEPARATED ORGANIC MATTER (SSOM) IN PLACE OF TYPICAL COMPOST MATERIAL PER HENNEPIN COUNTY'S SOLID WASTE INITIATIVE. 7 P-21 270-81 22 1 X X X X X X X X X X 2.0%TW 970.00TW 970.90 TW 970.00 TW 970.48 TW 970.48 970.96 TW 968 97 0 969 967968 5' - 1 0 " 5' - 1 0 " 5' - 1 0 " 5' - 1 0 " 5' - 1 0 " 5' - 1 0 " 5' - 1 0 " 5' - 1 0 " 5' - 0 " 5' - 0 " 5' - 9 " 5' - 9 " 5' - 9 " 5' - 9 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " A B C D 1 E F 2 3 4 5 6 7 REVISIONS FILE LOG ACTIVITY Draw Design Manager Check STAMP MAY 5, 2023 Project No. JS JH JS NO.DESCRIPTION DATE CONSTRUCTION DOCUMENTS BY Copyright © 2020 LEO A DALY Company 1345 SHENANDOAH LANE N. PLYMOUTH, MN 55447 HENNEPIN COUNTY SHERIFF'S OFFICE PUBLIC SAFETY SERVICES HEADQUARTERS (PSS HQ) HENNEPIN COUNTY FACILITY SERVICES 300 S. 6TH ST. | MINNEAPOLIS, MN 55487 Structural Consultant: PALANISAMI & ASSOCIATES, INC. 5661 International Parkway Minneapolis, MN 55428 Tel: 763.533.9403 Civil Consultant: ÉLAN DESIGN LAB, INC. 310 4 th Avenue South, Suite 1006 Minneapolis, MN 55415 Tel: 612.260.7004 Landscape Consultant: DAMON FARBER / LANDSCAPE ARCHITECTS 310 4 th Avenue South, Suite 7050 Minneapolis, MN 55415 Tel: 612.332.7522 Physical Security Consultant: TRUE NORTH CONSULTING GROUP 140 3 rd Street South Stillwater, MN 55082 Tel: 888.650.4580 Technology & A/V Consultant: TECHNOLOGY MANAGEMENT CORPORATION 4790 Lakeway Terrace Excelsior, MN 55331 Tel: 952.470.0217 730 Second Avenue South, Suite 1300 Minneapolis, MN 55402-2455 Tel: 612.338.8741 Acoustical Consultant: KVERNSTOEN, RöNNHOLM & ASSOCIATES, INC. 4826 Chicago Avenue South, Suite 206 Minneapolis, MN 55417 Tel: 612.374.3800 KEY PLAN N A B C D DF 21-270 I hereby certify that this document 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. Name Jesse Symynkywicz Registration#26970 Signature Date May 5, 2023 LP501 LANDSCAPE DETAILS ENLARGEMENT - PRECAST CONCRETE WALL PLAN 1 1/2" = 1'-0" NOTES: - REFER TO CIVIL GRADING PLAN FOR SURROUNDING AREA ELEVATIONS - WALL SEGMENT GROUPINGS TO HAVE CONSISTENT TOP OF WALL ELEVATIONS PERSPECTIVE VIEW - NTS PLANTING AREA WALL SEGMENTS WITHIN THE SAME GROUP TO HAVE CONSISTENT TOP OF WALL ELEVATION DRAWING FOR VISUAL REFERENCE ONLY, REFER TO PLAN ENLARGEMENT AND DETAIL FOR INSTALLATION PLAN VIEW 1'-0" = 10' 1 P-21 270-75 DETAIL - PRECAST CONCRETE WALL 1 1/2" = 1'-0" 1'-6" 2' - 2 " 1' - 0 " 2'-10" 3"3" 1/2" CHAMFER, TOP EDGES, TYP PRECAST CONCRETE BLOCK WALL W/ REINFORCEMENT BAR, 18" WIDTH x 26" HEIGHT" x VARIOUS LENGTHS COLOR: DARK CHARCOAL FINISH: LIGHT SANDBLAST #6 REBAR CONT. W/ #4 HORIZONTAL TIES EACH WAY GRADE AT WALL VARIES, PLACE BLOCKS ACCORDING TO TOP OF WALL ELEVATIONS PER WALL PLAN ENLARGEMENT AT ADJACENT CONCRETE, PROVIDE 1/2" GAP AND FILL SPACE W/ POLYMERIC SAND JOINTING MATERIAL ADJACENT PLANTING AREA, REFER TO PLANTING DETAILS AND SPECIFICATIONS FOR PROFILE CLASS V AGGREGATE BASE, COMPACTED TO 95% PROCTOR DENSITY 1/2" NOTES: - CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION - WALL SEGMENT LENGTHS VARY, REFER TO WALL PLAN ENLARGEMENT FOR SIZES PREPARED SUBGRADE 3" CLR. MIN. ALL SIDES 2 P-21 270-72 22 2 22 3 224 225 226 22 7 22 8 22 9 23 0 23 1 CO. RD. N O . 6 S H E N A N D O A H L A N E S H E N A X X X X X X X X X X XX X X HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF XX SI T E V A R I A N C E P L A N D E S I G N C i v i l E n g i n e e r i n g | L a n d s c a p e A r c h i t e c t u r e 3 1 0 4 T H S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 ww w . e l a n l a b . c o m p 6 1 2 . 2 6 0 . 7 9 8 0 f 6 1 2 . 2 6 0 . 7 9 9 0 HC S H E R I F F ' S O F F I C E - P S S H Q PL Y M O U T H , M N LA D 2 2 0 1 2 300100 SCALE IN FEET 05 / 1 9 / 2 0 2 3 DRIVE AISLE 24' CITY CODE REQUIRES 26' LEGEND DRIVE AISLE 22' CITY CODE REQUIRES 24' FOR TWO WAY AND 14' FOR ONE WAY 8' HIGH ORNAMENTAL FENCE WITHIN FRONT YARD 8' HIGH ORNAMENTAL FENCE 8' HIGH CHAIN LINK FENCE WITH BARBED WIRE PARKING DIMENSION VARIANCE REQUEST FENCING VARIANCE REQUEST* CITY CODE ALLOWS 6' OUTSIDE OF FRONT YARD 5 0 ' B U I L D I N G S E T B A C K 1,000-FOOT SHORELAND OVERLAY BOUNDARY VERTICAL PIVOT GATE TO MATCH 8' ORNAMENTAL FENCE (TYP) VERTICAL PIVOT GATE VERTICAL PIVOT GATE 8' HIGH CHAIN LINK FENCE DOG KENNEL 12' HIGH CHAIN LINK FENCE WITH RAZOR WIRE AT ACF SECURE PERIMETER 12' HIGH CHAIN LINK FENCE WITH RAZOR WIRE AND PRIVACY SLATS AT ACF SECURE PERIMETER *NOTE: THE PROPOSED FENCES ARE INTENDED TO MATCH THE ADJACENT FENCE TYPES AT BOTH ECF AND ACF. ADJACENT TO THE ECF BOTH THE 8' HIGH ORNAMENTAL FENCE AND THE 8' HIGH CHAIN LINK FENCE WITH BARBED WIRE MATCH THE ECF FENCE DETAILS. SIMILARLY, THE 12' FENCES AT ACF MATCH THEIR EXISTING FENCE TYPES. PARKING STALL 18' CITY CODE REQUIRES 18.5' VERTICAL PIVOT GATE 25 23 2 CO. RD. N O . 6 S H E N A N D O A H L A N E S H E N A X X X X X X X X X X XX X X HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF XX SH O R E L A N D O V E R L A Y B M P S D E S I G N C i v i l E n g i n e e r i n g | L a n d s c a p e A r c h i t e c t u r e 3 1 0 4 T H S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 ww w . e l a n l a b . c o m p 6 1 2 . 2 6 0 . 7 9 8 0 f 6 1 2 . 2 6 0 . 7 9 9 0 HC S H E R I F F ' S O F F I C E - P S S H Q PL Y M O U T H , M N LA D 2 2 0 1 2 300100 SCALE IN FEET 05 / 2 5 / 2 0 2 3 LEGEND 1,000' SHORELAND OVERLAY DISTRICT BOUNDARY BIOFILTRATION BASIN PRETREATMENT FOREBAY GREEN ROOF ROOF WATER REUSE INFILTRATION BASIN DRAINS TO BIOFILTRATION BASIN DRAINS TO INFILTRATION BASIN 23 3 FFE = 971.00 HENNEPIN COUNTY SHERIFF'S OFFICE PSS HQ 99,990 SF S3 S3 S3 S3 S3 S4 S4 S4 S3 S3 S4 S4 S4 S4 S4 S3 S3 S4 PBB PBB PBB PBB PBB PBB PBA PBB PBB PBB PBB PBB PBB PBB PBA PBA S3 S3 S3 PBB PBB PBB#12s #8s #10s #12s #12s #4s #4s #3s #6s #10s #10s #10s #4 #8s #8s H-1-15 Z1 Z1 Z3Z3 Z2 Z2 Z3 EC09 #10s #10s #10s #10s #10s #10s #12s #12s #12s #12s #12s FB FB FB Bldg mounted at D1 D2W W2 W3 Unless otherwise noted W3 D1 W3 W3 W3 D1 D1 W3 W3 D1 D1 W2 W2 W2 W2 W2 W2W2 W2 W3 W3 W2W3 D1 W3 D1W3 D1 W3 D1 D2W D2W D2W D2W D2WD2W D2W D2W D2W D2W D2W D2W D2W D2W D1 D1 D1 D1 CITY OF PLYMOUTH RESOLUTION NO. 2023-___ RESOLUTION APPROVING A SITE PLAN AMENDMENT, CONDITIONAL USE PERMITS AND VARIANCES FOR HENNEPIN COUNTY FACILITIES SERVICES FOR PROPERTY LOCATED AT 1145 SHENANDOAH LANE (2023015) WHEREAS Leo A Daly, on account of Hennepin County Facility Services, has requested approval of a site plan amendment, conditional use permits and variances to allow the construction of a 100,000 square-foot Hennepin County Sheriff’s Office Public Safety Services Division building and related site improvements, for the property presently legally described as follows: PARCEL 1: THAT PART OF GOVERNMENT LOT 4, SECTION 28, TOWNSHIP 118, RANGE 22 LYING SOUTHERLY OF THE LINE DESIGNATED “SURVEY LINE” ON THE PLOT OF HENNEPIN COUNTY STATE AID HIGHWAY NO. 6 PLOT 5 WHICH LIES WESTERLY OF THE CENTER LINE OF THE 66 FOOT WIDE RIGHT OF WAY OF SHENANDOAH LANE, SAID CENTER LINE IS DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 28; THENCE ON AN ASSUMED BEARING OF SOUTH 88 DEGREES 55 MINUTES 08 SECONDS EAST, ALONG THE SOUTH LINE OF SAID SECTION A DISTANCE OF 1228.98 FEET TO THE BEGINNING OF THE CENTER LINE TO BE DESCRIBED; THENCE NORTH 12 DEGREES 37 MINUTES 44 SECONDS WEST A DISTANCE OF 638.89 FEET; THENCE NORTHERLY A DISTANCE OF 342.08 FEET ALONG A TANGENTIAL CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 4878.93 FEET AND A CENTRAL ANGLE OF 4 DEGREES 01 MINUTE AND 02 SECONDS; THENCE NORTH 8 DEGREES 36 MINUTES 42 SECONDS WEST, TANGENT TO SAID CURVE A DISTANCE OF 176.34 FEET TO THE INTERSECTION WITH THE ABOVE-MENTIONED “SURVEY LINE” AND THERE TERMINATING. PAR 2: THOSE PARTS OF THE FOLLOWING DESCRIBED TRACTS OF LAND: ALL THAT PART OF GOVERNMENT LOT 1 OF SECTION 33, TOWNSHIP 118, RANGE 22 DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER THEREOF; THENCE SOUTH ON THE WEST LINE THEREOF TO THE SOUTHWEST CORNER THEREOF; THENCE EAST ALONG THE SOUTH LINE THEREOF 1272 FEET MORE OR LESS TO THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33; THENCE NORTH AT RIGHT ANGLES 732 FEET; THENCE EAST AT RIGHT ANGLES 520 FEET MORE OR LESS TO PARKER’S LAKE; THENCE NORTHWESTERLY ALONG THE SHORE OF SAID LAKE TO THE NORTH LINE OF SAID LOT; THENCE WEST ALONG THE NORTH LINE THEREOF TO POINT OF BEGINNING; AND BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 118 NORTH RANGE 22 WEST; THENCE EAST ALONG THE NORTH LINE OF SAID TRACT 532 FEET; THENCE NORTH 24 DEGREES AND 5 MINUTES EAST 110.5 FEET TO THE POINT OF BEGINNING OF THE LAND TO BE HEREAFTER DESCRIBED: THENCE NORTH 24 DEGREES AND 5 MINUTES EAST TO THE SHORE OF PARKER LAKE; THENCE NORTHWESTERLY ALONG THE SHORE OF SAID LAKE TO A POINT DUE EAST OF A POINT 732 FEET NORTH OF SAID NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 33; WHICH SAID POINT ON THE WEST SHORE OF SAID PARKER LAKE IS DESCRIBED IN THE DEED RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS IN AND FOR SAID HENNEPIN COUNTY IN BOOK 231 OF DEEDS, PAGE 55 AS MARKED ON A DEAD ELM TREE AND A FENCE IN SAID SECTION; THENCE WESTERLY AND PARALLEL TO THE NORTH BOUNDARY LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, 510 FEET MORE OR LESS TO SAID POINT DISTANT 732 FEET NORTH OF SAID NORTHWEST CORNER OR SAID SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION; THENCE SOUTH 647 FEET TO A POINT 85 FEET NORTH OF SAID NORTHWEST CORNER OF SAID TRACT; THENCE EASTERLY TO THE PLACE OF 235 Resolution 2023- File 2023015 Page 2 BEGINNING; WHICH LIE WESTERLY OF THE CENTER LINE OF THE 66 FOOT WIDE RIGHT-OF-WAY OF SHENANDOAH LANE, SAID CENTER LINE IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 33; THENCE ON AN ASSUMED BEARING OF SOUTH 88 DEGREES 55 MINUTES 08 SECONDS EAST ALONG THE NORTH LINE OF SAID SECTION 33 A DISTANCE OF 1226.98 FEET TO THE BEGINNING OF THE CENTER LINE TO BE DESCRIBED; THENCE SOUTH 12 DEGREES 37 MINUTES 44 SECONDS EAST A DISTANCE OF 30.87 FEET; THENCE SOUTHEASTERLY A DISTANCE OF 377.54 FEET ALONG A TANGENTIAL CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1145. 92 FEET AND A CENTRAL ANGLE OF 18 DEGREES 52 MINUTES 38 SECONDS; THENCE SOUTH 31 DEGREES 30 MINUTES 22 SECONDS EAST, TANGENT TO SAID CURVE, A DISTANCE OF 144.55 FEET; THENCE SOUTHEASTERLY A DISTANCE OF 174.44 FEET ALONG A TANGENTIAL CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 954.93 FEET AND A CENTRAL ANGLE OF 10 DEGREES 28 MINUTES 00 SECONDS; THENCE SOUTH 21 DEGREES 02 MINUTES 22 SECONDS EAST, TANGENT TO SAID CURVE, A DISTANCE OF 149.01 FEET; THENCE SOUTHEASTERLY A DISTANCE OF 180.00 FEET ALONG A TANGENTIAL CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 1432.40 FEET AND A CENTRAL ANGLE OF 7 DEGREES 12 MINUTES 00 SECONDS; THENCE SOUTH 13 DEGREES 50 MINUTES 22 SECONDS EAST, TANGENT TO SAID CURVE A DISTANCE OF 400 FEET AND SAID CENTER LINE THERE TERMINATING. SUBJECT TO A RIGHT OF WAY FOR AN ELECTRIC RAILWAY OVER AND ACROSS THAT PART OF SAID GOVERNMENT LOT 1 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT, THENCE EAST ON THE SOUTH LINE THEREOF 1272 FEET, THENCE NORTH AT RIGHT ANGLES 80 FEET, THENCE WEST IN A STRAIGHT LINE TO A POINT ON THE WEST LINE THEREOF 58 FEET NORTH OF THE POINT OF BEGINNING, THENCE SOUTH ON SAID LINE TO POINT OF BEGINNING., HENNEPIN COUNTY, MINNESOTA. WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does approve the request by Leo A Daly, on account of Hennepin County Facility Services, for a site plan amendment, conditional use permits and variances to allow the construction of a 100,000 square-foot Hennepin County Sheriff’s Office Public Safety Services Division building and related site improvements, for the property located at 1145 Shenandoah Lane, subject to the following conditions: 1. A site plan amendment is approved to allow the construction of an approximately 100,000 square- foot building and related site improvements, in the northeast area of the property, in accordance with the plans received by the City on March 6, 2023, March 10, 2023, and April 10, 2023, except as amended by this resolution. 2. Conditional use permits (CUPs), with the finding that the proposal complies with all applicable conditional use permit standards, are approved: a. To allow an additional freestanding principal building, with the finding that the proposal complies with all applicable conditional use permit standards. b. To allow barbed wire along a portion of the fencing throughout the site. 236 Resolution 2023- File 2023015 Page 3 3. Variances are approved, with the findings that the proposal complies with all applicable variance criteria, to allow: a. Up to 43.8% impervious surface coverage, within the portion of the property that lies within the shoreland overlay district for Parkers Lake, where the site currently contains 40.4% under previous variance approvals, where up to 25 percent is allowed. b. Parking spaces of 18 feet in length where 18.5 feet is required. c. Drive aisle widths of 24 feet where 26 feet is required for drive aisles with parking on both sides. d. Drive aisle widths of 22 feet where 24 feet is required for two-way traffic. e. Fence heights up to 8 feet and 12 feet in areas where up to 4 feet and 6 feet in height is permitted. f. Exterior lighting with up to 3.5 lumens per hardscape, where up to 2.5 lumens is permitted. 4. The applicant has proposed 111 parking spaces, which is nine less than the current number of required parking spaces (120) based upon the proposed uses within the building. If parking shortages occur onsite, based upon a higher parking demand or the needs of the property owner changing, the applicant is required to expand parking and provide sufficient parking onsite. Any parking expansion shall be reviewed by a separate application and all parking dimensions, setbacks, curb and gutter and other related requirements shall apply. 5. A separate building permit is required prior to commencement of the project. 6. Prior to issuance of the building permit, the applicant shall fulfill the requirements, submit the required information, and revise the plans as indicated below, consistent with the applicable City code, zoning ordinance, and engineering guidelines: a. Execute a site improvement performance agreement and submit a financial guarantee pursuant to section 21045.10 of the zoning ordinance. b. Obtain any required permits from other agencies including, but not limited to the Bassett Creek and Minnehaha Creek watershed district, Metropolitan Council Environmental Services, Minnesota Pollution Control Agency, Minnesota Department of Health, as well as the NPDES permit. c. Obtain City approval of final construction plans. d. Obtain Sac determination letter from the metropolitan council. e. Show accessible routes (max slope 1:20) identified on the plans from the accessible parking spaces to the accessible entry. f. Provide an updated lighting plan that does not contain any fixtures with a CCT of greater than 4,100K. g. All construction parking shall be located on-site. h. Silt fence shall be installed prior to any grading or construction on the site. 7. The permit is subject to all applicable building and fire codes, and to all city regulations and ordinances. Any violation thereof shall be grounds for revocation. 237 Resolution 2023- File 2023015 Page 4 8. Standard Conditions: a. The applicant shall remove any diseased or hazardous trees. b. The site shall remain in conformance with section 2025 of the City code regarding noise regulations. c. Separate building permits are required for retaining walls 48 inches in height or higher. Additionally, a minimum 42-inch-high fence shall be installed at the top of retaining walls that exceed four feet in height. d. Compliance with the City’s lighting regulations. e. Compliance with City’s landscaping regulations. f. Any subsequent phases or expansions are subject to required reviews and approvals per ordinance provisions. 9. The conditional use permits, site plan amendment and variances shall expire one year after the date of approval, unless the property owner or applicant has started the project, or unless the applicant, with the consent of the property owner, has received prior approval from the City to extend the expiration date for up to one additional year, as regulated under sections 21015.07, 21045.09 and 21650 respectively, of the zoning ordinance. ADOPTED by the City Council this day of , 2023. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on , with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this ________day of _______________________, 2023. __________________________________ City Clerk 238 Regular Planning Commission June 21, 2023 Agenda Number:5.6 To:Planning Commission Prepared by:Chloe McGuire, Planning and Development Manager Reviewed by:Grant Fernelius, Community and Economic Development Director File No:2023030 1. Applicant: City of Plymouth 2. Proposal: 3. Location: 4. Guiding: 5. Zoning: 6. School District: 7. Review Deadline: 8. Description: The Planning Commission Work Program for 2023 included discussing proposed amendments to the accessory dwelling unit (ADU) section of the Zoning Ordinance. These updates would allow for increased access and availability of ADUs throughout the city. 239 9. Attachments: Draft Ordinance.pdf Ordinance with No Markup.pdf Comparable Cities Regulations.pdf Resident Comment.pdf Family Housing Fund Policy Memo.pdf Family Housing Fund Ordinance Spreadsheet.pdf 240 CITY OF PLYMOUTH HENNEPIN COUNTY, MINNESOTA ORDINANCE NO. 2023-** ORDINANCE AMENDING CHAPTER 21 OF THE PLYMOUTH CITY CODE, ENTITLED THE PLYMOUTH ZONING ORDINANCE (20230XX) THE CITY OF PLYMOUTH ORDAINS: Section 1. Amendment. Section 21005.02 of the Plymouth City Code (RULES AND DEFINITIONS—DEFINITIONS) is amended by adding, deleting, or changing the following definitions as follows: Dwelling Unit, Accessory: A self-contained dwelling having its own kitchen and bathroom facilities, and which is designed as a second separate dwelling unit that is clearly incidental and subordinate to the principal use of a lot as a single-family detached residence. A self-contained unit that is subordinate and clearly incidental to a primary structure, intended for occupancy by one or more persons, that includes facilities for living, sleeping, cooking, and eating. The definition does not include hotels, tents, seasonal cabins, boarding or rooming houses, motor homes, or travel trailers, nor does it include licensed residential facilities (e.g., assisted living, memory care, skilled nursing). Section 2. Amendment. Section 21190.04 of the Plymouth City Code (ACCESSORY DWELLING UNITS) is amended as follows: Subd. 1. Accessory dwelling units may be allowed residential subdivisions that have received preliminary plat approval on or after June 1, 2001 and that include ten (10) or more single-family lots, subject to the approval of an administrative permit.on residential lots with a detached, single-family home within the FRD, RSF-1, RSF-2, RSF-3, or residential PUD district. Accessory dwelling units are not allowed on properties with apartment buildings or attached townhomes. Subd. 2. An accessory dwelling unit may be allowed provided all of the following conditions are met: (a) An accessory dwelling unit shall may be located above an attached or detached garage that is accessory to a single-family detached home; located in the RSF-R, RSF-1, RSF-2, or PUD zoning district. internal to an existing single-family home; attached to an existing single-family home; above an attached garage; or detached as a standalone structure. (b) An administrative permit for the accessory dwelling unit may shallonly be applied for concurrently with the application for a building permit for construction of the principal structure on the lot 241 (c) Not more than one (1) accessory dwelling unit shall be allowed per on a single-family detached lot. (d) An attached or detachedAny accessory dwelling unit shall comply with the same minimum building setback requirements as required for the living portion of the principal dwelling unit. (e) Except as noted in (c) above or as otherwise specified in this subdivision, a detached accessory dwelling unit shall be subject to the same regulations as provided for under Section 21120 of this Chapter. (f) An accessory dwelling unit shall be a clearly incidental and subordinate use, the gross floor area of which shall not exceed the gross floor area of the principal dwelling unit or one thousand (1,000) square feet, whichever is less. The accessory dwelling unit shall be a minimum of two hundred square feet. (g) The exterior design of an accessory dwelling unit shall incorporate a similar architectural style, roof pitch, colors, and materials as the principal building on the lot, and shall be compatible with the character of the surrounding residential buildings, subject to approval by the Zoning Administrator. (h) The owner of the property shall reside in full time on the subject property for at least nine months of the year in the principal dwelling unit or in the accessory dwelling unit. (i) Rental of the accessory dwelling unit, or rental of the principal dwelling unit if the property owner resides in the accessory dwelling unit, shall require a City license pursuant to Chapter IV (Housing and Redevelopment) of the City Code. The accessory dwelling unit shall not be rented as a short-term rental. (j) There shall be no separate ownership of the accessory dwelling unit. (k) In addition to the parking spaces required for the principal dwelling unit on the lot, two (2) off- street parking spaces shall be provided for an accessory dwelling unit. Such accessory dwelling unit parking spaces shall not conflict with the principal dwelling unit parking spaces, and shall comply with the requirements of this Chapter. (l) The accessory dwelling unit shall be addressed as a separate unit with the same numerical address as the principal structure pursuant to An accessory dwelling unit shall have a separate address from the principal dwelling unit on the lot, and shall be identified with address numbers pursuant to Chapter IV (Building Code) of the City Code. (m) The principal dwelling unit and accessory dwelling unit shall be created and maintained in compliance with Chapter IV (Building Code, Housing Maintenance, and Housing and Redevelopment) of the City Code. (n) The principal dwelling unit and accessory dwelling unit shall be connected to municipal sewer and water and shall not have separate utilities from the principal structure. (o) The accessory dwelling unit shall have a foundation and shall be a permanent structure. (p) Any exterior entrance for the accessory dwelling unit shall be on the side or rear of the home. (q) The applicant must demonstrate that the proposed new construction or modifications to existing construction comply with the building code. (Amended by Ord. No. 2009-07, 05/12/09) (Amended by Ord. No. 2002-24, 06/25/02) 242 Section 3. Effective Date. This Ordinance shall be in full force and effect upon its passage. ADOPTED by the City Council on this ** day of *****, 2023. __________________________ Jeffry Wosje, Mayor ATTEST: ____________________________ Jodi M. Gallup, City Clerk 243 CITY OF PLYMOUTH HENNEPIN COUNTY, MINNESOTA ORDINANCE NO. 2023-** ORDINANCE AMENDING CHAPTER 21 OF THE PLYMOUTH CITY CODE, ENTITLED THE PLYMOUTH ZONING ORDINANCE (20230XX) THE CITY OF PLYMOUTH ORDAINS: Section 1. Amendment. Section 21005.02 of the Plymouth City Code (RULES AND DEFINITIONS—DEFINITIONS) is amended by adding, deleting, or changing the following definitions as follows: Dwelling Unit, Accessory: A self-contained dwelling having its own kitchen and bathroom facilities, and which is designed as a second separate dwelling unit that is clearly incidental and subordinate to the principal use of a lot as a single-family detached residence. A self-contained unit that is subordinate and clearly incidental to a primary structure, intended for occupancy by one or more persons, that includes facilities for living, sleeping, cooking, and eating. The definition does not include hotels, tents, seasonal cabins, boarding or rooming houses, motor homes, or travel trailers, nor does it include licensed residential facilities (e.g., assisted living, memory care, skilled nursing). Section 2. Amendment. Section 21190.04 of the Plymouth City Code (ACCESSORY DWELLING UNITS) is amended as follows: Subd. 1. Accessory dwelling units may be allowed residential subdivisions that have received preliminary plat approval on or after June 1, 2001 and that include ten (10) or more single-family lots, subject to the approval of an administrative permit.on residential lots with a detached, single-family home within the FRD, RSF-1, RSF-2, RSF-3, or residential PUD district. Accessory dwelling units are not allowed on properties with apartment buildings or attached townhomes. Subd. 2. An accessory dwelling unit may be allowed provided all of the following conditions are met: (a) An accessory dwelling unit shall may be located above an attached or detached garage that is accessory to a single-family detached home; located in the RSF-R, RSF-1, RSF-2, or PUD zoning district. internal to an existing single-family home; attached to an existing single-family home; above an attached garage; or detached as a standalone structure. (b) An administrative permit for the accessory dwelling unit may shallonly be applied for concurrently with the application for a building permit for construction of the principal structure on the lot 244 (c) Not more than one (1) accessory dwelling unit shall be allowed per on a single-family detached lot. (d) An attached or detachedAny accessory dwelling unit shall comply with the same minimum building setback requirements as required for the living portion of the principal dwelling unit. (e) Except as noted in (c) above or as otherwise specified in this subdivision, a detached accessory dwelling unit shall be subject to the same regulations as provided for under Section 21120 of this Chapter. (f) An accessory dwelling unit shall be a clearly incidental and subordinate use, the gross floor area of which shall not exceed the gross floor area of the principal dwelling unit or one thousand (1,000) square feet, whichever is less. The accessory dwelling unit shall be a minimum of two hundred square feet. (g) The exterior design of an accessory dwelling unit shall incorporate a similar architectural style, roof pitch, colors, and materials as the principal building on the lot, and shall be compatible with the character of the surrounding residential buildings, subject to approval by the Zoning Administrator. (h) The owner of the property shall reside in full time on the subject property for at least nine months of the year in the principal dwelling unit or in the accessory dwelling unit. (i) Rental of the accessory dwelling unit, or rental of the principal dwelling unit if the property owner resides in the accessory dwelling unit, shall require a City license pursuant to Chapter IV (Housing and Redevelopment) of the City Code. The accessory dwelling unit shall not be rented as a short-term rental. (j) There shall be no separate ownership of the accessory dwelling unit. (k) In addition to the parking spaces required for the principal dwelling unit on the lot, two (2) off- street parking spaces shall be provided for an accessory dwelling unit. Such accessory dwelling unit parking spaces shall not conflict with the principal dwelling unit parking spaces, and shall comply with the requirements of this Chapter. (l) The accessory dwelling unit shall be addressed as a separate unit with the same numerical address as the principal structure pursuant to An accessory dwelling unit shall have a separate address from the principal dwelling unit on the lot, and shall be identified with address numbers pursuant to Chapter IV (Building Code) of the City Code. (m) The principal dwelling unit and accessory dwelling unit shall be created and maintained in compliance with Chapter IV (Building Code, Housing Maintenance, and Housing and Redevelopment) of the City Code. (n) The principal dwelling unit and accessory dwelling unit shall be connected to municipal sewer and water and shall not have separate utilities from the principal structure. (o) The accessory dwelling unit shall have a foundation and shall be a permanent structure. (p) Any exterior entrance for the accessory dwelling unit shall be on the side or rear of the home. (q) The applicant must demonstrate that the proposed new construction or modifications to existing construction comply with the building code. (Amended by Ord. No. 2009-07, 05/12/09) (Amended by Ord. No. 2002-24, 06/25/02) 245 Section 3. Effective Date. This Ordinance shall be in full force and effect upon its passage. ADOPTED by the City Council on this ** day of *****, 2023. __________________________ Jeffry Wosje, Mayor ATTEST: ____________________________ Jodi M. Gallup, City Clerk 246 City Process Type Are setbacks same as principal or accessory structure? Size Rental Parking Address Are separate utilities allowed? Additional Terms Additional setback rules Detached, Location Max Height Handouts Apple Valley CUP Attached Internal 300 sq ft - 40% of main home's footprint 2 in addition to principal structure spaces No AUDs shall be permitted only where it is demonstrated that the accessory unit will not have an undue adverse impact on adjacent properties and where there will not be a substantial alteration of the character of the neighborhood. Bloomington Administrative Attached Internal Principal structure setbacks 300 - 960 sq ft or 33% of home footprint License is required Principal must have 4 No Burnsville Permitted Attached Internal Detached Attached - principal structure Detached - accessory structure 300 - 960 sq ft or 33% of home footprint License is required 1 in addition to prinicipal structure spaces Same Address No Burnsville Crystal Permitted Attached Internal Detached < 50% of primary home area May be rented 1 in addition to principal structure spaces ADU is unit B No Minimum 10 feet from principal structure Crystal Eagan Annual Registration Attached Internal 300 - 960 sq ft or 33% of home footprint 2 in addition to principal structure spaces No Eagan Twin Cities ADU Regulations Note that all listed cities: only allow 1 ADU, only allow ADUs in single family residential districts, require the ADU matches the home, and require the owner to live onsite, and do not allow separate ownership of an ADU 247 Golden Valley Administrative review, Conditional Use Permit for detached if does not meet same side and rear setbacks as principal Attached Internal Detached Principal structure 250 - 950 sq ft or 35% of home's gross living area (whichever is less) License required 1 in addition to principal structure spaces No Entrance to face side or rear yard, rooftop deck not allowed Completely to the rear of principal structure, minimum lot size of 10,000 sq ft, located no less than 10 ft from side or rear lot line, located no less than 10 feet from principal structure 12 ft Golden Valley Hopkins Permitted Attached Detached Accessory structure < 800 sq ft No short term rentals No additional parking required No Entrances not to face nearest side or rear lot line. Detached is referred to as "backyard cottage" and attached is called "secondary suite" 10 ft min front setback, 3 ft min side and rear setback (same as accessory structure) Minimum distance from principal - 15 feet Inver Grove Heights City registration Attached Internal Detached 250 - 1000 sq ft License required 2 in addition to principal structure spaces Detached has separate address No Lakeville Attached Internal Principal structure < 30% principal structure area Permitted 3 garage stalls for adu and principal Same address No Long Lake CUP Principal structure < 900 sq ft Cannot be rented to individuals unrelated to owners 2 in addition to principal structure spaces Minneapolis Administrative - Filing a covenant with Hennepin County, must be submitted to zoning administrator for building permit Attached Internal Detached All > 300 sq ft. Internal < 800 sq ft. Detached < 1,300 sq ft, and Footprint not to exceed 676 sq ft or 10% of lot No additional parking required No Shall be located on 1 level, no additional entrances facing the public street Side and rear yard may be reduced to 3 feet Minimum 20 feet from principal structure 21 ft Minneapolis 248 Minnetonka Conditional Use Permit for internal and attached, Variance+CUP for detached Attached Internal Detached Principal structure 200 - 950 sq ft or 35% of the gross living area of home Case by case No Front 35 ft, side min 10 ft, rear 20% lot depth or 40 ft, whichever is less Minnetonka St Louis Park Administrative review Attached Internal Detached Principal structure Detached < 800 sq ft or 25% of back yard. Attached < 40% of gross living area. All > 200 sq ft No short term rentals No additional parking required Yes Rooftop deck no allowed, permanent foundation is required, Unit must be lockable and not have direct access to the principal living space Side yard or Back yard only, Located minimum 15 feet from rear lot line, Located a minimum of 5 ft from side property 15 ft St Louis Park Ramsey Permitted use, CUP required for conversion of lawful nonconforming garage Attached Detached Accessory structure < 800 sq ft No additional parking required Must retain same address No Must have permanent foundation. ADUs contain complete independent living facilities with 3 or more of the following - living, sleeping, eating, sanitation Ramsey Richfield Permitted use Attached Detached Attached - principal, detached - garage 300 sq ft - 800 sq ft or the gross floor area of the home (whichever is less) License required 3 in addition to principal structure spaces No Must be attached to principal structure or garage 18 ft or height of home Richfield Wayzata Permitted Use, Conditional Use Permit Attached Internal Detached 10 ft setback 300 - 960 sq ft or 33% of home footprint Cannot be rented 1 in addition to principal structure spaces 10 ft setback 249 For the best experience, open this PDF portfolio in Acrobat X or Adobe Reader X, or later. Get Adobe Reader Now! 250 ADUs: Housing Options for a Growing Region Accessory Dwelling Units (ADUs) are a flexible, neighborhood-scale solution to regional housing needs. Cities can encourage ADUs as part of their overall housing strategy by adopting proven policies. POLICY BRIEF 251 22 FAMILY HOUSING FUND | ADUs: Housing Options for a Growing Region | February 2019 What makes ADUs good for cities? ADUs provide affordable options in the private market: Most ADU rents are affordable to a household earning less than $56,000 annually.1 • ADUs represent gentle, or “hidden” density as a form of small-scale infill housing. • ADUs provide access for renters to established, well-connected neighborhoods. • ADUs are built by homeowners on existing lots, providing new housing without expensive land acquisition costs, and add value to the property, which can lead to increased property tax revenue for a city. • ADUs typically serve one- and two-person households, a growing demographic segment which comprises the majority of Twin Cities households.2 • ADUs support stable homeownership by serving lifecycle housing needs. Over time, rental income provided by an ADU can help homeowners pay their mortgages or save up. Homeowners may use their ADU to house family members who need care, or they may move into the ADU themselves to downsize. • ADUs are environmentally-friendly housing options because they are smaller and use less energy than the average home. They help reduce transportation- related environmental impacts when they are located near employment centers and established public transit routes.3 • ADUs support the local economy, as homeowners typically hire local construction and design firms to build them. • ADUs help create vibrant neighborhoods as new residents increase the customer base for nearby businesses and services. ADUs are often known as “carriage houses,” “in-law suites,” and “granny flats.” They are adjacent or attached to a primary home, and have their own entrance, kitchen, living area, and bathroom. ADUs can be located within a home, attached to a home, or as a detached structure in a backyard (sometimes above a garage). ADUs are a unique housing form created by individual homeowners and scattered throughout neighborhoods. What is an ADU? 1 Rent data from FHFund survey results. See also: Garcia, David. UC Berkeley Terner Center for Housing Innovation. Dec. 2017. ADU Update: Early Lessons and Impacts of California’s State and Local Policy Changes. ternercenter.berkeley.edu/uploads/ADU_Update_Brief_December_2017_.pdf 2 Metropolitan Council. Thrive MSP 2040 Housing Policy Plan. July 2015. p. 9 3 See Stephan, A., Crawford, R.H., 2016. The relationship between house size and life cycle energy demand: implications for energy efficiency regulations for buildings. Energy 116 (Part 1), 1158–1171. dx.doi.org/10.1016/j.energy.2016.10.038 A 2014 study found that ADU residents in Portland were less likely than the average to own cars (State of Oregon Department of Environmental Quality, 2014. Accessory dwelling units in Portland, Oregon: evaluation and interpretation of a survey of ADU 252 Why do we need ADUs as a housing option? ADUs can help reduce pressures on the regional housing market, including: • Increasing demand for more housing units: To meet the needs of anticipated workforce growth and other population trends, the seven-county Twin Cities region needs to add nearly 13,000 units of housing each year through 2040.4 ADUs engage private homeowners as a new set of partners addressing this housing need, without public subsidy. • Low supply of rental housing stock: Throughout the Twin Cities metro area, vacancy rates for studio and one-bedroom units are 2.1% and 2.3%, respectively— far below a healthy rate of 5% or more.5 Adding ADUs in existing neighborhoods helps to address this gap. • Cost pressures for renters: The greatest demand over the next 20 years will be for rental units priced below $1,875/month (in 2019 dollars), as ADUs typically are.6 • Smaller households: The type of new housing needed in the coming decades will be affected by changing demographic trends. Nearly half of the region’s projected household growth will be individuals living alone, and ADUs are typically designed for these smaller households.7 • Aging population: Four-fifths of household growth will be in older households headed by individuals aged 65 and older, many seeking options to downsize in their own neighborhoods; ADUs provide this option.8 Where can I find ADUs? Currently, an estimated 18 cities in the Twin Cities metropolitan area have policies permitting ADUs and approximately 150 permitted ADUs exist in the region. However, ADUs have always existed in the Twin Cities. 33 FAMILY HOUSING FUND | ADUs: Housing Options for a Growing Region | February 2019 Eric & Chrissi Larsen inside their ADU Hidden Density Can you spot the modern, spacious ADU behind this home in Saint Paul? 4 Met Council Housing Policy Plan. p. 9 5 Marquette Advisors Apartment Trends, 1st Quarter 2018. 6 FHFund/Lisa Sturtevant & Associates, 2018, forthcoming 7 Met Council Housing Policy Plan, p. 9 8 Met Council Housing Policy Plan, p. 9 9 Met Council Housing Policy Plan, p. 151: The region needs 9,550 new units of housing to meet the needs of households earning between 51-80% of the Area Median Income by 2030. Per Metropolitan Council 2017 estimates, there are approximately 721,035 single-family homes in the Twin Cities region. stats.metc.state.mn.us/profile/detail.aspx?c=R11000 How much housing could ADUs provide? ADUs are a cost-effective way to meet a substantial portion of the Twin Cities region’s future housing need without public subsidy. If ADUs in the seven-county metro area became as common as they are in Portland, Oregon (representing about 1.5% of single-family homes), we could create 11,000 new housing units, potentially meeting most of the region’s need for new housing for households who earn $40,000-50,000 per year.9 11,000 NEW HOUSING UNITS 253 How can local policies support ADU development? The evidence is clear: local government policies and practices that reduce regulatory and cost burdens make a critical difference in whether ADUs can reach their full potential for communities. • I n Austin, Texas, allowing larger ADUs (up to 1,100 square feet) and reducing other requirements10 paved the way for permit requests to rise nearly tenfold. • In Portland, Oregon, annual ADU permit volume increased from just 24 (in 2009) to 615 (in 2016) when it waived development fees for ADUs, saving homeowners $8,000-12,000 per unit.11 • In Los Angeles, California, ADU permits jumped from 80-90 per year to 1,980 in 2017, after California’s state legislature required cities to adopt ADU policies.12 44 FAMILY HOUSING FUND | ADUs: Housing Options for a Growing Region | February 2019 Flexible for Households Multigenerational Fue Lee’s parents live in the first-floor ADU attached to the family’s house in North Minneapolis. Fue and his adult siblings live in the main home. The Lees’ home and its neighbor to the north were developed by the City of Lakes Community Land Trust as the first two homes to be built with an ADU in Minneapolis. Encouraging ADUs: Best Practices for Cities REMOVE REGULATORY BARRIERS • Allow different types of ADUs as an accessory to all single-family or small multifamily homes, permitted by right rather than conditionally • Designate ADU experts within departments to facilitate a clear permitting process • Remove or reduce parking minimums • Remove owner-occupancy restrictions • Make design standards more flexible PROMOTE ADUs AND INCREASE ACCESS TO INFORMATION • Create a dedicated webpage and resource materials for ADU development • Host quarterly informational workshops about ADUs • Sponsor, promote, and participate in ADU tours LOWER COSTS AND INCREASE ACCESS TO CAPITAL • Offer homeowners waivers, discounts, tiered pricing, and payment plans for fees • Develop an ADU loan program for homeowners • Work with developers to incentivize building ADUs in new construction Illuminating solutions. Sparking change. FHFUND.ORG 10 Austin Development Services Department. Accessory Dwelling Units. ww.austintexas.gov/page/adu 11 City of Portland, Oregon. City Council Extends the SDC Waiver for ADUs, with Conditions. June 27, 2018. https://www.portlandoregon.gov/bds/article/689356 12 Garcia, David. UC Berkeley Terner Center for Housing Innovation. Dec. 2017. ADU Update: Early Lessons and Impacts of California’s State and Local Policy Changes. ternercenter.berkeley.edu/uploads/ ADU_Update_Brief_December_2017_.pdf 254 APPENDIX BEST PRACTICES FROM PEER CITIES Allow ADUs to be permitted by right for all single-family and two- family developments. In California, allowing ADUs to be processed ministerially (i.e. administratively/by right) has had a major impact, with a rapid rise in ADU permit applications after the enactment of SB 1069 and AB 2299 in January 2017.13 The City of Oakland had a sevenfold increase, from 33 permit applications in 2015 to 247 in 2017. The City of Los Angeles had a nearly 25-fold increase in applications, from 80 in 2016 to 1,980 in 2017. Remove or reduce parking minimums. In Oregon, a survey conducted by the Department of Environmental Quality found that ADUs had a negligible impact on parking congestion.14 ADU residents had a below-average vehicle ownership rate (less than one per household), and the dispersed nature of ADU development meant any additional on-street parking impact was also dispersed throughout the city. Remove owner-occupancy and household size restrictions. Most peer cities nationally and three Minnesota cities (Crystal, Stillwater, and Northfield15) do not have owner- occupancy requirements. These requirements limit the use of the property over time and may be a disincentive to homeowners considering ADU development or limit their financing options. Make design standards more flexible. After adjusting its regulations in 2015 to allow larger floor areas, Austin, Texas saw a marked increase in ADU development, from 250 issued permits from 1994 to 2015 to more than 600 in the three years since the change.16 Designate ADU experts in departments to facilitate a clear permitting process. To clear its backlog of ADU applications, San Francisco is working with multiple city departments to define a checklist of consistent guidelines to help homeowners successfully navigate city processes.17 Offer waivers, discounts, tiered pricing, and payment plans for fees. WAIVER FOR AFFORDABILITY: The City of Santa Cruz, California waives permit fees on a sliding scale in exchange for a commitment to renting an ADU to a low-income household. Approximately 39 households have used this waiver since 2016.18 TIERED PRICING: Most cities already offer tiered pricing in some form, such as for building permits. Offering tiered pricing for other fees, such as sewer access charges, can help reduce what would otherwise be a larger fixed cost for homeowners wishing to build an ADU. Develop an ADU loan program. The County of Santa Cruz in California,19 the City of Portland, Oregon,20 and the West Denver Renaissance Collaborative (WDRC) in Colorado21 are developing low- or no-interest loan programs for ADU development. Each program has an affordability focus, either creating affordable rental units or building wealth and stability for lower-income homeowners. Santa Cruz County also has a specialized My House, My Home ADU loan program to help low-income senior homeowners build ADUs so that they can afford to age in place.19 Work with developers to incentivize building ADUs in new construction. The City of Lakes Community Land Trust (CLCLT) builds and sells multigenerational-living homes with attached ADUs in Minneapolis. The homes are designed for flexibility, with ADUs at the back of the first floor that can open to the inside of the main home or can be accessed through a separate entrance, allowing the home to meet changing housing needs over multiple generations. REMOVE REGULATORY BARRIERS LOWER COSTS AND INCREASE ACCESS TO CAPITAL 55 FAMILY HOUSING FUND | ADUs: Housing Options for a Growing Region | February 2019 Encouraging ADUs in Your City Continued on next page 255 FEBRUARY 2019 ©Family Housing Fund 13 Garcia, David. 14 Oregon Department of Environmental Quality. 15 Northfield is noted here but is not counted as part of the 18 cities that have an ADU policy as it is outside the Twin Cities metro area. 16 City of Austin. Open Data. data.austintexas.gov 17 Sabatini, Joshua. “Just 23 in-Law Units Built after Two Years as SF Seeks to Iron out Approval Process.” The San Francisco Examiner. 25 Feb. 2018. www.sfexaminer.com/just-23-law-units-built-two-years-sf-seeks-iron-approval-process 18 City of Santa Cruz 2016 Accessory Dwelling Units Fee Waiver Information and Application www.cityofsantacruz.com/home/showdocument?id=53802 19 Santa Cruz County. Accessory Dwelling Units. Plan Your Financing. www.sccoplanning.com/ADU/Planyourfinancing.aspx 20 Portland Housing Bureau. Accessory Dwelling Unit Pilot Loan Program. www.portlandoregon.gov/phb/article/661992 [PDF Slides] 21 Martinez-Stone, Renee. 28 June 2018. 22 Peterson, Kol. 2018. Backdoor Revolution: The Definitive Guide to ADU Development. Accessory Dwelling Strategies, LLC. p. 227-228 23 Eastman, Janet. 29 Aug. 2017. “Get inside 24 Rentable Granny Flats: Portland’s Accessory Dwelling Unit Tour (Photos).” OregonLive.com. www.oregonlive.com/hg/index.ssf/2017/08/granny_flat_adu_tour_pdx_kol_p.html. 24 Lee, Chris. 25 Apr. 2018. “Minneapolis & Saint Paul Home Tour Features Homes and Neighborhood Pride.” Midwest Home. midwesthome.com/124463-2 APPENDIX BEST PRACTICES FROM PEER CITIES …continued Create a dedicated webpage and host informational workshops on ADU development. City of Santa Cruz, California has become a national model by appointing dedicated staff to the development of its ADU program, creating a guide for homeowners, sharing prototypes of architectural plans, hosting workshops, and creating a webpage with ADU information.22 Sponsor, promote, and participate in ADU tours. The city of Portland boasts an annual ADU tour, run in partnership between advocates and the City. It has been a successful beginning point for many ADU homeowners, who embarked on their developments after attending the tour.23 Locally, a few ADUs already have been popular stops on the Minneapolis & Saint Paul Home Tour.24 PROMOTE ADUs AND INCREASE ACCESS TO INFORMATION Illuminating solutions. Sparking change. FHFUND.ORG 310 4th Ave South Suite 9000 Minneapolis, MN 55415 MAIN 612.375.9644 256 Cities in the Twin Cities Metro Area with an ADU Policy Updated: February 2019 Local Cities Where are ADUs allowed? Special Permit Required? Parking for ADU Owner Occupancy Water/ Sewer Min. Lot Size Lot Coverage Min. ADU Size Max. ADU Size Type Ordinance Section Notes # Built or legalized Apple Valley In R-1 zoning district Conditional Use Permit 2 off-street for the ADU and 2 off-street for the main home Yes Must connect to main house 40,000 SF Cannot exceed 35% 300 SF Shall be no larger than 40% of the main home's footprint Attached, Internal 155.382 ADU occupancy limited to 3 people; ADUs must be two bedrooms or fewer 2 Bloomington* In R-1 and RS-1 zoning districts Primary home must have 4 off-street parking spaces Yes Must connect to main house 11,000 SF 300 SF 960 SF or 33% of the 4- season living area of the main home Attached, Internal § 21.302.03 ADU occupancy limited to 2 people; ADUs must be two bedrooms or fewer 1 permitted and constructed Burnsville In R-1 and R-1A zoning districts 1 off-street for the ADU and 2 off-street for the main home Yes Must connect to main house. If not on municipal lines, must meet private well and septic standards 10,000 SF for attached 1 acre for detached 300 SF 960 SF or 33% of the footprint of the main home Attached, Detached, Internal 10.7.52 ADUs must be two bedrooms or fewer; require park dedication and utility fees 0 Chaska In Planned Unit Developments Yes 768 SF Detached, above garage with alley access Ord. #708 10 Crystal In R-1 and R-2 zoning districts 1 additional for the ADU No Can be connected to property or utility main 6,000 SF Shall not exceed 50% of the finished floor area of the primary home Attached, Detached, Internal Chapter V, Subsection 515.23, Subdivision 3 1 permitted Eagan In Estate and R-1 zoning districts Annual Registration 2 off-street for the ADU and 2 off-street for the main home Yes Must connect to main house Cannot exceed 20% 300 SF 960 SF or 33% of the 4- season living area of the main home Attached, Internal Section 11.70, subdivision 32 ADU occupancy limited to 2 people; ADUs must be two bedrooms or fewer 1 constructed and 1 legalized Inver Grove Heights In the A, E-1, E-2, R-1A, R-1B, and R-1C zoning districts 2 off-street for the ADU and 1 off-street for the main home Yes Must share with main house 1 acre for detached 250 SF 1,000 SF Attached, Detached, Internal 10.18.1 ADU occupancy limited to 3 people 5 registered Lakeville In RS-1, RS-2, RS-3, and RS-4 zoning districts and Planned Unit Developments 3 garage stalls for the ADU and main home Must share with main house Attached, Internal 11.50.11.F, 11.51.11.F, 11.52.11.F, 11.53.11.F Must be accessed from inside the main home 2 permitted Long Lake In the R-1, R-1A, R-2, R- 3, and R-4 zoning districts Conditional Use Permit 2 for the ADU Yes x2 the minimum lot size required by the zoning district 900 SF Cannot be rented to non-family members 125 7 Cities in the Twin Cities Metro Area with an ADU Policy Updated: February 2019 Local Cities Where are ADUs allowed? Special Permit Required? Parking for ADU Owner Occupancy Water/ Sewer Min. Lot Size Lot Coverage Min. ADU Size Max. ADU Size Type Ordinance Section Notes # Built or legalized Minneapolis As an accessory to a permitted or conditional single-family or two- family dwelling. 0 for the ADU, 1 space each for other units Yes Connect to main home or the street 300 SF Internal: 800 SF not to exceed the first floor of the main home. Attached: 800 SF Detached: 1,300 SF (incl. parking areas) or 16% of the lot area. Footprint not to exceed 676 SF or 10% of the lot area, not to exceed 1,000 SF Attached, Detached, Internal 537.11 ~120 permitted and built Minnetonka In R-1 and R-2 zoning districts Conditional Use Permit Determined on a case by case basis Yes Must connect to main home No more than 35% of the gross living area of the home, including the ADU or 950 SF, whichever is smaller. Attached, Internal Section 300.16.3.d 30 Plymouth Within residential subdivisions in RSF-R, RSF-1, RSF-2, and PUD zoning districts, that have received preliminary plat approval on or after June 1, 2001 and that include 10 or more single-family lots 2 off-street for the ADU Yes Detached must connect to utility main Shall not exceed the gross floor area of the main home or 1,000 SF, whichever is less Attached, Detached 21190.04 Can only be constructed at the same time as the primary home, as part of a subdivision of 10 or more homes 0 Richfield In R and R-1 zoning districts 3 off-street spaces are required Yes Attached and Internal may connect to home 300 SF 800 SF or the gross floor area of the principal dwelling, whichever is less Attached, Detached, Internal 514.05 Subd. 8, 518.05 Subd. 8 Detached units are only allowed as part of a garage. 2 existing Roseville In the LDR-1 zoning district 1 additional off-street space for the ADU Yes Attached and Internal may connect to home 300 SF 650 SF or 75% of the 4- season living area of the main home Attached, Detached, Internal 11.011.12.B.1 ADU occupancy limited to 2 people; ADUs must be one bedroom or fewer 5, 2 of which were legalized; 1 in processing Shoreview In RE and R-1 zoning districts Accessory Apartment Permit 3 off-street spaces are required Yes Must share with main house 500 SF No more than 30% of the building's total floor area nor greater than 800 SF Attached, Internal 207.01 ADUs must be two bedrooms or fewer St. Paul R1-R4, RT1, RT2, RM1, RM2 Annual affadavit of owner- occupancy No additional spaces if principal home meets minimum parking requirement Yes Must connect to principal home 5,000 SF 800 SF; if interior to the principal structure, the principal structure must be at least 1,000 SF and the ADU must not exceed 1/3 of the total floor area Attached, Detached, Internal Chapers 61, 63, 65, and 66 1 225 8 Cities in the Twin Cities Metro Area with an ADU Policy Updated: February 2019 Local Cities Where are ADUs allowed? Special Permit Required? Parking for ADU Owner Occupancy Water/ Sewer Min. Lot Size Lot Coverage Min. ADU Size Max. ADU Size Type Ordinance Section Notes # Built or legalized Stillwater In TR, CTR, and RB zoning districts In CTR and RB: Special Use Permit 4 off-street for the ADU and main house No Can be connected to property or utility main TR and RB: 10,000 SF CTR: 15,000 SF CTR: 500 SF, one story attached or 720 SF above a detached garage RB: 800 SF TR and CTR: Attached, Detached, Internal RB: Detached, above garage Sec. 31-501 16 approved, but likely more that were permitted by right in RB White Bear Lake Where single-family homes are permitted Conditional Use Permit Annual Certificate of Occupancy renewal Determined on a case by case basis Yes Can be connected to property or utility main 200 SF for the first occupant plus 100 SF for each additional occupant 880 SF or 40% of the habitable area of the main home Attached, Detached Section 1302.125 Maximum of 4 occupants 10 permitted * Updated policy is currently under consideration as of February 2019 325 9