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05 28 24 PC PacketPLANNING COMMISSION MEETING AGENDA Remote Attendance/Comment Options: Meetings are conducted in a hybrid format with in-person and remote options for attending, participating, and commenting. You may attend virtually by watching on cable channel 16; streaming on CCXmedia.org or Webex; or by calling 1-415-655-0001 and then entering access code 2630 099 1615 and password 1234 from phones and video systems. 1.Call to Order: a.Land Acknowledgement b. Attendance (by presence, not roll call) i.Commissioners: Amy Barnstorff, Adam Brookins, Gary Cohen, Mike Ruby, Chuck Segelbaum, Martin Sicotte, and Eric Van Oss ii.Youth Member: Benjamin Fricke 2.Consent Agenda: All matters listed under Item 2 are considered routine in nature and will be enacted by one motion. Individual discussion of these items is not planned. A member, however, may remove any item to discuss as an item for separate consideration under New Business. a.Agenda Approval or Modifications b.Approve Planning Commission Minutes from May 13, 2024 3.Public Hearings:Culver’s CUP a.Conditional Use Permit (CUP) to add a second drive-through lane to the existing Culver’s restaurant in the Commercial zoning district (Section 113-92) b.Applicant: Ben Sparks, Sweet Cream Properties Golden Valley, LLC c.Location: 8845 7th Avenue N 4.New Business:None 5.Council Liaison Report 6.Staff Comments 7.Commissioner Updates 8.Adjourn May 28, 2024 – 6:00 pm Council Chamber Hybrid Meeting CITY OF GOLDEN VALLEY PLANNING COMMISSION MEETING MINUTES Monday, May 13, 2024 – 6:30 p.m. | City Hall Council Chamber 7800 Golden Valley Road Golden Valley, MN 55427 1.CALL TO ORDER •Chair Brookins called the meeting to order at 6:36 p.m. and read the Land Acknowledgement. •Staff Liaison, Darren Groth, gave the oath of office to new and reappointed members. •Chair Brookins asked for nominations for the election of officers. Chuck Segelbaum nominated Adam Brookins for chair and Brookins declined. Brookins nominated Mike Ruby for chair. Ruby accepted and Amy Barnstorff seconded. Ruby’s appointment was approved unanimously. Gary Cohen nominated Barnstorff for vice-chair, Barnstorff declined. Barnstorff nominated Cohen for chair. Cohen accepted and Ruby seconded. Cohen’s appointment was approved unanimously. Ruby nominated Martin Sicotte as secretary. Sicotte accepted and Segelbaum seconded. Sicotte’s appointment was approved unanimously. •For 24-25, the officers are: Chair Ruby; Vice-Chair Cohen; and Secretary Sicotte. a.Regular Members Present: Barnstorff, Brookins, Cohen, Ruby (out at 8:05 p.m.), Segelbaum, Sicotte b.Regular Members Absent:Van Oss c.Student Member, Status:Benjamin Fricke, Present d.Staff Members Present:Darren Groth, Assistant Community Development Director e.Council Liaison Present:Councilmember Sophia Ginis 2.CONSENT AGENDA:Cohen motioned to approve the consent agenda, Barnstorff seconded. Commission voted 6-0 to approve. 3.NO PUBLIC HEARINGS 4.NEW BUSINESS: a.Mapping Prejudice Project At 6:45 p.m., University of Minnesota professional historian, research consultant, editor, and published author Dr. Kirsten Delegard, one of the co-founders of Mapping Prejudice, introduced herself and the Mapping Prejudice project (https://mappingprejudice.umn.edu/). She mentioned devoting her energy to public history and unearthing the complex past of her hometown of Minneapolis. Her research of Minneapolis history led to the Historyapolis Project, which she also started, and the Mapping Prejudice project that operates out of the John R. Borchert Map Library at the University of Minnesota. Dr. Delegard explained that Mapping Prejudice identifies and maps racial covenants, clauses that were inserted into property deeds to keep people who were not White from buying or occupying homes. She shared maps, deeds, and Planning Commission meeting minutes from Golden Valley that contained these racial covenants. Dr. Delegard also shared a larger map that identifies more than 42,000 covenants that have been mapped thanks to this project. The presentation identifies numerous ways that discriminatory covenants shaped the geographic and demographic landscape of Golden Valley and other cities. These covenants CITY OF GOLDEN VALLEY PLANNING COMMISSION MEETING MINUTES Monday, May 13, 2024 – 6:30 p.m. | City Hall Council Chamber 7800 Golden Valley Road Golden Valley, MN 55427 determined where people live, where businesses are located, availability of housing, where highways got built, where garbage dumps were placed, funding for public education, and more. Dr. Delegard shared a slide showing how these patterns remain today and are often reinforced by current city policies, ordinances, and planning decisions. Her data showed that homes that were racially covenanted are still predominantly owned by White people and are worth approximately 15% more today than non-covenanted properties. Additionally, in part due to discriminatory covenants, the City of Golden Valley’s population is less racial diversity than surrounding cities. At 7:16 p.m., Dr. Delegard completed her presentation and Chair Brookins opened the floor to questions. Commissioner Segelbaum thanked her for the detailed presentation and asked about the partnership between this project and Just Deeds. Dr. Delegard explained how the City Attorney, Maria Cisneros, saw from the Mapping Prejudice project that something more needed to be done and began the efforts to expel these racial covenants. Commissioner Cohen spoke about both his childhood home and current home having a racial covenant on their deeds. He elaborated that while he has not visited a Just Deeds booth, he has heard Dr. Delegard speak elsewhere. Commissioner Ruby spoke about ways the City of Golden Valley could incorporate the Mapping Prejudice Project information into the case analysis for planning decisions and Planning Commission discussions. Commissioner Segelbaum seconded the idea of adding this information in the analysis and discussion for cases that come before them. Dr. Delegard wrapped by sharing how the only way to change the discrimination of the past is to be deliberate in our actions of the present. If the justifications for decisions remain based in keeping the status quo, then the Planning Commission is doing its part in keeping the patterns of historic discrimination and must look to change their analysis and disrupt the status quo. Commissioner Segelbaum agreed and pointed back to Dr. Delegard’s slide about the quotes that have been spoken in public as veiled racism such as “this will affect my property values” or “I like my neighborhood as it is and has been for years.” b.APA Planning Board Membership At 7: 30 p.m., Staff liaison Groth introduced the commission to the potential for membership in the American Planning Association (APA). Groth identified that agencies pay a participation fee of $121 for an unlimited number of planning commissioners, zoning board members, or elected officials at an additional cost of $68 per member ($63 for APA national dues and $5 for APA chapter dues). Commissioners agreed that APA membership could be a good opportunity. Commissioner Ruby suggested adding funding for all commissioners to become members. c.Work Plan/Home Occupations At 7: 32 p.m., Groth introduced how the City’s zoning code currently defines home occupations, the governing requirements of home occupations, and the lack of criteria to be designated as a home occupation. Commissioner Ruby identified that this could warrant further discussion and asked Groth to provide examples from other cities regarding how they designate a home occupation. Commissioner Barnstorff stated setting boundaries is good, but that the City should not place too difficult of a hurdle in front of a prospective business. Commissioner Segelbaum asked Groth the purpose of any proposed code amendments. Groth indicated that interactions with property owners claiming to not have a home occupation would be difficult to dispute and enforce when the code does not differentiate between the exact same activity occurring as a hobby versus as a home occupation. Groth elaborated that someone fixing lawnmowers in their driveway could occur CITY OF GOLDEN VALLEY PLANNING COMMISSION MEETING MINUTES Monday, May 13, 2024 – 6:30 p.m. | City Hall Council Chamber 7800 Golden Valley Road Golden Valley, MN 55427 because they are running a business out of their home, or it could occur because a hobbyist mechanic repairs small engines for enjoyment. The zoning code identifies that repair of any item involving an internal combustion engine is prohibited as a home occupation; however, enforcement of every instance of lawnmower repair in a driveway is not helpful, practical, or reasonable. Groth proposed as an alternative to taking enforcement action for each instance when a prohibited activity occurs that a triggering definition in code would be helpful to differential between homeowner, hobbyist, or business owner activities. Commissioner Cohen also asked to see how other cities set those triggers for a home occupation. d.Observations and Opportunities At 7:49 p.m., Groth opened the discussion by sharing that when Chair Brookins and Groth met on April 26, 2024, in preparation for this meeting, several ideas were discussed regarding their collective experiences. It was agreed to share these experiences in an open discussion at the next meeting. Groth began by sharing an example staff report from a city he previously worked with. Commissioner Ruby mentioned that it would be good to streamline the staff reports shared with the commission and that those reports should include language regarding the Commission’s purview and decision-making authority. Commissioner Segelbaum mentioned that a streamlined report would also help the public understand the project better. Groth moved the discussion to meeting minutes by sharing example minutes from the City of Minneapolis; two advice articles from various parliamentary sources; and asked if the new version added enough detail. Commissioner Ruby indicated that he likes the action minutes. Commissioner Segelbaum mentioned that he was used to detailed minutes and not action minutes but agreed that action minutes may save time for staff and could be cause for legal concern, so he asked if the City Attorney has an opinion. Chair Brookins indicated a desire to restore the detailed minutes: the commission and Groth agreed. e.Future Meetings At 8:15 p.m., Groth introduced the next discussion topic and asked about future meetings and any conflicts on the schedule. Commissioners Segelbaum and Sicotte indicated that they could not attend a May 29 meeting. Commissioner Barnstorff shared that October 14 is Indigenous Peoples’ Day and November 11 is Veterans Day and asked Groth to research whether those are City recognized holidays. Groth asked if May 29 should be rescheduled to May 28 before the BZA meeting because only one item was on the agenda. Commissioner Segelbaum indicated he could attend on that date and the commission agreed to May 28 at 6 p.m. 5.STAFF COMMENTS:None 6.COUNCIL COMMENTS: At 8:27 p.m., Councilmember Ginnis began her update to the commission on several items. First, she supported the status quo of detailed meeting minutes and then updated the commission on City Council’s action to recognize May as AAPI heritage month and May 12 – May 18 as National Police Week. Councilmember Ginnis ended by listing the items on City Council’s next agenda. CITY OF GOLDEN VALLEY PLANNING COMMISSION MEETING MINUTES Monday, May 13, 2024 – 6:30 p.m. | City Hall Council Chamber 7800 Golden Valley Road Golden Valley, MN 55427 7.COMMISSIONER COMMENTS: Commissioner Segelbaum asked Councilmember Ginnis about sacred communities and whether City Council considered having a way of publicizing such applications. Councilmember Ginnis indicated that city staff mentioned the commission’s suggestion to include that stipulation, but that City Council did not require. Commissioner Brookins asked about staffing. Councilmember Ginnis stated that finding the right City Manager is the most important position and that it is currently posted for applicants; she further stated that Noah Schuchman is the Interim City Manager. Councilmember Ginnis also shared that the Finance Director position as well as various planning positions are also open. She mentioned that the City participated in a culture survey and would learn the results of the survey soon. 8. ADJOURNMENT:Chair Brookins adjourned the meeting at 8:35 p.m. Approved by: Atest By: Commission Secretary Darren Groth, AICP, CPM Community Development Asst. Director CITY OF GOLDEN VALLEY PLANNING COMMISSION AGENDA ITEM COVER PAGE Date: May 28, 2024 Title: 24-0005 Culver’s CUP Attachments: 1)Staff Report with Exhibits Submitted By: Darren Groth, AICP, CPM, Asst. Comm. Dev. Director Kendra Lindahl, AICP, Consulting City Planner Background: A conditional use is a land use the City permits in a zoning district only when the applicant meets certain standards. Conditional uses are required to obtain a conditional use permit (CUP). A conditional use permit (CUP) is a document. A city issues a permit to allow a conditional use when the applicant meets the general and specific ordinance standards. The permit allows the use only if the applicant addresses the standards set forth in the zoning ordinance. State law authorizes conditional use permits in accordance with Minn. Stat. § 462.3595. If a proposed conditional use satisfies both the general and specific standards set out in the zoning ordinance, the applicant is entitled to the CUP. If the applicant meets all the ordinance standards, the City usually has no legal basis to deny the CUP. A city may attach reasonable conditions relating to ordinance standards based upon factual evidence contained in public record. For example, if the zoning ordinance says a conditional use should not have adverse visual or noise impacts on any adjacent property, a condition could require specific screening and landscaping conditions to address any potential impacts established in the record. State statute says a CUP remains in effect as long as the conditions agreed upon are observed (Minn. Stat. § 462.3595, subd. 3). The attorney general says time limits, such as sunset provisions or automatic annual review, are not consistent with state law, explaining that cities may not enact or enforce provisions that allow a city to terminate CUPs without regard to whether the conditions agreed upon are observed [A.G. Op. 59-A-32 (February 27, 1990)]. If a city wishes to place time constraints on a particular use, the appropriate zoning tool is an interim use permit, not a CUP. A city exercises “quasi-judicial” authority when considering a CUP application. This means the City’s role is limited to applying the standards in the ordinance to the facts presented by the application. The City acts like a judge in evaluating the facts against the standards. If the applicant meets the standards, then the CUP should be granted. Item 3. Cover Page CITY OF GOLDEN VALLEY PLANNING COMMISSION AGENDA ITEM COVER PAGE Neighborhood opinion alone is not a valid basis for granting or denying a CUP. While city officials may feel their decision should reflect the overall preferences of residents, their task is limited to evaluating how the CUP application meets the ordinance standards. Residents can often provide important facts to help the city address whether the application meets the standards, but unsubstantiated opinions and reactions to an application are not a legitimate basis for a CUP decision. If neighborhood opinion serves as the sole basis of the decision, it could be overturned by a court if challenged. Whatever its decision, the City should create a record that will support said decision. An important part of the process is developing and adopting written “findings of fact” that explain the decision. Carefully and thoughtfully developing written findings can help solve a contentious problem because it forces officials to focus their inquiry on the relevant considerations. It also produces a record that makes it easier for a court to uphold the decision if challenged. If a CUP application is denied, the State 60-day rule requires the reasons for denial be put in writing. Even if approved, the League of Minnesota Cities still advises a written statement explaining the decision. The written decision statements should address the general and specific ordinance standards and explain the relevant facts and conclusions. A CUP is a property right that “runs with the land.” That is, it attaches to and benefits the land and is not limited to a particular landowner (Minn. Stat. § 462.3595, subd. 3). State statute requires CUPs be recorded with the county recorder’s office (Minn. Stat. § 462.3595, subd. 4). When the property is sold, the new landowner will have the continued right to the CUP so long as the conditions are met. A city can revoke a CUP if there is not substantial compliance with conditions. The revocation must be based upon factual evidence, after appropriate notice and hearing. Because a CUP is a property right, a city should work closely with the city attorney if considering a CUP revocation. Recommendation Receive a staff report and presentation and make a recommendation to City Council regarding Case No. 24-0005 – Culver’s CUP. 1 Date: May 23, 2024 To: Golden Valley Planning Commission From: Kendra Lindahl, AICP, Consulting City Planner Subject: Conditional Use Amendment Permit to allow a second lane to be added to the existing Drive-through Lane Culver’s at 8845 7th Ave N (PID # 3111821310018) (City file # 24-0005) SUMMARY Sweet Cream Properties Golden Valley, LLC, the owner of the Culver’s restaurant at 8845 7th Ave North, is requesting changes to the current drive-through set-up. This involves introducing a second drive-through lane and making necessary site adjustments to accommodate it, including expanding the waiting area to handle the expected increase in drive-through efficiency. MEETING DATE(S) Planning Commission: May 28, 2024 City Council: June 18, 2024 PROJECT INFORMATION Applicant: Ben Sparks Property owner: Sweet Cream Properties Golden Valley, LLC Lot size: 1.47 acres Future land use designation: Retail/Services Zoning district: C (Commercial) Existing use: Commercial Proposed use: Commercial Adjacent land use, zoning and uses: The properties to the north are guided Light Industrial, zoned LI and developed as commercial properties. The property to the south is guided Business & Professional Offices, zoned BPO and developed as Golden Valley Tire & Service. The property Item 3. Staff Report w/Exhibits 2 to the east is guided Commercial, zoned C, and developed with Lat14 Asian Eatery. The property to the west is guided Commercial, zoned C and developed as Red Lobster. 2024 aerial photo (Hennepin County) PLANNING ANALYSIS The applicant is proposing a second drive-through lane, which will result in the loss of parking stalls on the east side of the site. This will reduce the total number of parking stalls on site from 62 to 58 stalls. The City Code requires 58 stalls for a building of this size. There are no changes to the drive-through lane front setback as all changes are internal to the site. The changes to the site layout will result in slightly less impervious surface area. The improvement includes the addition of two overstory trees, two ornamental trees, 20 shrubs and a variety of grasses and perennials. In reviewing this application, staff has examined the request in accordance with the standards outlined in §113-30 of the Code, which provides the criteria for granting a Conditional Use Permit (CUP) in accordance with Minnesota State Statute §462.357. The burden of proof rests with the applicant to demonstrate that the request aligns with the general purposes and intent of this chapter and is consistent with the Comprehensive Plan. A Conditional Use Permit (CUP) must be reviewed against the following standards: 1) Demonstrated need for the proposed use. The project has experienced a consistent rise in drive-through orders over the course of several years. Introducing a second drive-through lane will better accommodate this growing demand and change in the consumer market. 3 2) Consistency with the Comprehensive Plan of the City. The proposed project adheres to the Comprehensive Plan and won't result in any changes to zoning or overall use. Restaurants and drive-throughs are consistent with the land use and zoning designation. 3) Effect upon property values in the neighboring area. The additional drive-through land will not change the nature of this business and staff does not anticipate any impact on property values in the vicinity. 4) Effect of any anticipated traffic generation upon the current traffic flow and congestion in the area. The change will have no impact on traffic generation but will simply allow the business to serve more customers in the drive-through. The applicant indicates that the indoor seating demand has declined as drive-through demand has increased. The proposed development will improve traffic flow by allowing customers to queue in the drive-through, thus reducing congestion caused by site traffic. 5) Effect of any increases in population and density upon surrounding land uses. The population and density in this area will not increase due to the proposed plan. 6) Compliance with the City's Mixed-Income Housing Policy (if applicable to the proposed use). Not applicable to this project. 7) Increase in noise levels to be caused by the proposed use. The proposed use will not lead to an increase in noise levels. 8) Any odors, dust, smoke, gas, or vibration to be caused by the proposed use. There will not be any odors, dust, smoke, gas, or vibration caused by the proposed. use. 9) Any increase in pests, including flies, rats, or other animals or vermin in the area to be caused by the proposed use. The proposed use will not attract animal pests. 4 10) Visual appearance of any proposed structure or use. The proposed use will maintain the visual appearance of the existing building without significant alteration. 11) Any other effect upon the general public health, safety, and welfare of the City and its residents. The proposed development will improve the overall public health, safety, and welfare of the city and its residents. The Development Review Committee (consisting of staff from all departments) reviewed this item and had no additional comments or concerns. PUBLIC NOTIFICATIONS Notice was sent to all adjacent property owners as outlined in City Code Sec. 113-30-(f). At the time of this staff report, no comments were received from adjacent property owners. RECOMMENDATION Move to recommend approval of the Conditional Use Permit for a second drive-through lane based on the findings outlined in the staff report, with the following conditions: 1. The sidewalk be extended to connect from the building to the trash enclosure with a pedestrian ramp for employees to safely access the trash enclosure. 2. The applicant is required to submit a plan detailing sign placements, designs, and specifications, ensuring they meet all city code requirements. ATTACHED EXHIBITS 1. Location map 2. Project narrative 3. Site Development Plans STAFF CONTACT INFORMATION Prepared by: Maryse Lemvi through Kendra Lindahl, AICP Consulting City Planner klindahl@goldenvalleymn.gov Reviewed by: Darren Groth Assistant Community Development Director dgroth@goldenvalleymn.gov MEMORANDUM Date: April 19, 2024 To: City of Golden Valley From: Brian Wurdeman, P.E. Rachel Vogl, Project Manager Subject: Culver’s Drive Thru Improvements Executive Summary The owner of the Culver’s located at 8845 7th Ave North in Golden Valley proposes to modify the existing drive-thru of the restaurant. The project proposes adding a second drive-thru lane with related site work to accommodate the second lane and order point. The site proposes to extend the order waiting area to accommodate the anticipated increased efficiency of the drive-thru. Like others in the industry, this restaurant location has seen an increasing percentage of total business coming from the drive-thru and mobile orders. By upgrading the drive thru, there is potential to increase cars per hour through the drive-thru, car stacking, and overall efficiency of the site parking. This project will not increase the building square footage, nor will it alter the size of the parking lot. The project proposes the addition of a second drive-thru lane which will replace the space of existing parking stalls on the east side of the site. This will increase the efficiency of the drive-thru which limits vehicle conflicts in the existing parking field and improves traffic circulation on-site. The site proposes 58 parking stalls, not including the order waiting areas, which is a 4 stall decrease from the existing conditions. The proposed 58 stalls meet the required parking count for the site. The proposed improvements will maintain the existing curb limits on the site and add new landscape plants to the proposed curb islands. The proposed project does not significantly alter the pervious and impervious areas on the site. This project proposes a slight decrease in impervious area by adding landscaping areas to reconfigured islands near the drive-thru area. Conditional Use Permit Factors of Evaluation Summary Below is a summary of how the proposed improvements will meet the City of Golden Valley’s CUP Standards. 1. Demonstrated need for the proposed use. a. The proposed project has seen an increase in drive-thru ordering which has sustained over multiple years. Adding a second drive-thru lane will help accommodate this increase and change in the consumer market. 2. Consistency with the Comprehensive Plan of the City. a. The proposed project is compliant with the Comprehensive Plan and will not change the zoning or overall use. 3. Effect upon property values in the neighboring area. a. It will not be injurious to the use and enjoyment of surrounding property, nor will it diminish the property values in the area. 4. Effect of any anticipated traffic generation upon the current traffic flow and congestion in the area. a. The proposed development will generate a better traffic flow with safer areas for customers to stack in the drive thru while navigating the site. This will prevent instances of site traffic creating congestion in the area. 5. Effect of any increase in population and density upon surrounding land uses. a. The density or population in the area will not increase due to the proposed use. 6. Compliance with the City’s Mixed-Income Housing Policy a. Not applicable to this project. 7. Increase in noise levels to be caused by the proposed use. a. There will not be an increase in noise by the proposed use. 8. Any odors, dust, smoke, gas, or vibration to be caused by the proposed use. a. There will not be any odors, dust, smoke, gas, or vibration caused by the proposed use. 9. Any increase in pests, including flies, rats, or other animals or vermin in the area caused by the proposed use. a. The proposed use will not attract animal pests. 10. Visual appearance of any proposed structure or use. a. The proposed use will not significantly alter the visual appearance of the existing building. 11. Any other effect upon the general public health, safety, and welfare of the City and its residents. a. The proposed development will enhance the general public health, safety and welfare of the City. Please contact me if you have any questions, KIMLEY-HORN AND ASSOCIATES, INC. Brian Wurdeman, P.E. (651) 643-0444 Brian.Wurdeman@kimley-horn.com Rachel Vogl, Project Manager (612) 431-2645 Rachel.Vogl@kimley-horn.com This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CULVERS\Golden Valley, MN\3 Design\CAD\PlanSheets\C0-COVER SHEET.dwg April 18, 2024 - 3:29pmBYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTIONPREPARED FORCOVER SHEETC000CULVER'S DRIVE THRUIMPROVEMENTSSWEET CREAMGOLDEN VALLEYGOLDEN VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN04/18/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16028000004/18/2024AS SHOWNRAVJTLBMWNORTH VICINITY N.T.S. SITE GOLDEN VALLEY, HENNEPIN COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: PROJECT TEAM: ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN, P.E. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER SWEET CREAM GOLDEN VALLEY 875 7TH AVE N GOLDEN VALLEY, MN 55427 CONTACT: BEN SPARKS CULVER'S DRIVE THRU IMPROVEMENTS 875 7TH AVE N, GOLDEN VALLEY, MN 55427 FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM TOP NUT OF HYDRANT. ELEVATION=891.51(NAV88) BM TOP OF MNDOT GEODETIC MONUMENT "LARAE" (GSID #95207). ELEVATION=909.21(NAV88) BENCHMARKS LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: RYAN A. HYLLESTED, PLA 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 SURVEYOR EGAN, FIELD & NOWAK INC. 475 OLD HWY 7 NW, SUITE 200 TELEPHONE: (612) 466-3300 CONTACT: CHRIS TERWEDO, L.S. HIGHWA Y 5 5 DECATUR AVE NBOONE AVE N7TH AVE N Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C101 EXISTING CONDITIONS SURVEY C200 SITE DEMOLITION PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 SITE DIMENSION PLAN C401 CIVIL DETAILS C500 GRADING AND DRAINAGE PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE DETAILS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CULVERS\Golden Valley, MN\3 Design\CAD\PlanSheets\C1-GENERAL NOTES.dwg April 18, 2024 - 3:43pmBYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTIONPREPARED FORGENERAL NOTESC100CULVER'S DRIVE THRUIMPROVEMENTSSWEET CREAMGOLDEN VALLEYGOLDEN VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN04/18/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16028000004/18/2024AS SHOWNRAVJTLBMWGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 3.PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 4.CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 5.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 8.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 9.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 10.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 12.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 13.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 15.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 16.CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6.BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7.EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4.THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6.PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17.PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18.SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1.BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: EGAN, FIELD & NOWAK, INC. ADDRESS: 475 OLD HIGHWAY 8 NW, SUITE 200, NEW BRIGHTON, MN 55112 PHONE: (612) 466-3300 DATED: 01/03/2024 2.CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY 8845 7TH AVENUE NORTH DECATUR AVENUE NORTH7TH AVE N DECATUR AVE N7TH AVE N DECATUR AVE NA B C C C C C D E E F G H H C TYP. C C G This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CULVERS\Golden Valley, MN\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg April 18, 2024 - 3:30pm©BYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTIONPREPARED FORSITE DEMOLITIONPLANC200CULVER'S DRIVE THRUIMPROVEMENTSSWEET CREAMGOLDEN VALLEYGOLDEN VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN04/18/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16028000004/18/2024AS SHOWNRAVJTLBMW1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. 3.THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 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 THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. 6.EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY, COUNTY, AND STATE DOT AS NECESSARY. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH STATE REQUIREMENTS. 14.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 15.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVE DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 16.IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. DEMOLITION PLAN NOTES Know what'sbelow. before you dig.Call R NORTH LIMITS OF CONSTRUCTION OFFSET 2' FOR CLARITY REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE CONCRETE CURB & GUTTER PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING CONTOUR EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING GATE VALVE EXISTING HYDRANT EXISTING ELECTRICAL METER EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT KEYNOTE LEGEND REMOVE DRIVE-THRU SIGNAGE REMOVE STRIPING PROTECT EXISTING CURB & GUTTER PROTECT EXISTING UNDERGROUND POWER / TRANSFORMER PROTECT EXISTING WATER LINE / HYDRANT / VALVE PROTECT EXISTING SEWER LINE / STRUCTURE PROTECT EXISTING STORM LINE / STRUCTURE PROTECT EXISTING BUILDING / STRUCTURE PROTECT EXISTING DRIVE-THRU SIGNAGE A B C D E F G H I REMOVE TREE 8845 7TH AVENUE NORTH 7TH AVE N DECATUR AVE N2.83%2.23%2.21%1.15%3.7 5 % 3.30%1.70%893 893894891 891892892 893 8918 9 2 890 889 891 892895891 892 893 89 44.51%2.80%3.32%3.55% 2.1 3 %This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CULVERS\Golden Valley, MN\3 Design\CAD\PlanSheets\C3-EROS PH1 PLAN.dwg April 18, 2024 - 3:30pm©BYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTION1.INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5.CLEAR AND GRUB THE SITE. 6.BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 1 SEQUENCE OF CONSTRUCTION INLET PROTECTION LIMITS OF DISTURBANCE LEGEND PREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 1C300CULVER'S DRIVE THRUIMPROVEMENTSSWEET CREAMGOLDEN VALLEYGOLDEN VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN04/18/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16028000004/18/2024AS SHOWNRAVJTLBMW1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES AREA SUMMARY TOTAL PROPERTY AREA 1.47 AC / 64,211 SF EXISTING IMPERVIOUS AREA 0.95 AC / 41,354 SF EXISTING PERVIOUS AREA 0.52 AC / 22,857 SF PROPOSED IMPERVIOUS AREA 0.94 AC / 41,106 SF PROPOSED PERVIOUS AREA 0.53 AC / 23,105 SF TOTAL DISTURBED AREA 0.15 AC / 6,327 SF THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS Know what'sbelow. before you dig.Call R NORTH PHASE I BMP QUANTITIES INLET PROTECTION 3 EA BIOROLL ±220 LF BIOROLL 8845 7TH AVENUE NORTH 7TH AVE N DECATUR AVE N3.33%2.52%3.31%1.25%2.66%2.83%3.47%2 . 4 6%1.76%89 2 893 894 8 9 1 8 9 1 893893894891 891892892 893 891 8928 9 3 89 0 889 891 89 1 CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE TOWARDS INLETS.895891892 893 89 4 1.65%4.46%2.13%2 .14% 2.1 3 % 5 . 6 0% 6. 6 6%1.66%1.43%1.55% 1.54%891892892890 891 892 PREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301CULVER'S DRIVE THRUIMPROVEMENTSSWEET CREAMGOLDEN VALLEYGOLDEN VALLEYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16028000004/18/2024AS SHOWNRAVJTLBMW1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2.CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 3.INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4.COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6.CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7.AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9.WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 2 SEQUENCE OF CONSTRUCTION INLET PROTECTION LEGEND 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CULVERS\Golden Valley, MN\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg April 18, 2024 - 3:30pm©BYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R NORTH AREA SUMMARY TOTAL PROPERTY AREA 1.47 AC / 64,211 SF EXISTING IMPERVIOUS AREA 0.95 AC / 41,354 SF EXISTING PERVIOUS AREA 0.52 AC / 22,857 SF PROPOSED IMPERVIOUS AREA 0.94 AC / 41,106 SF PROPOSED PERVIOUS AREA 0.53 AC / 23,105 SF TOTAL DISTURBED AREA 0.15 AC / 6,327 SF PHASE I BMP QUANTITIES INLET PROTECTION 3 EA BIOROLL ±220 LF LIMITS OF DISTURBANCE BIOROLL DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN04/18/202453113 8845 7TH AVENUE NORTH 7TH AVE N DECATUR AVE NCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT5.0' A A A 20.9' 11.0'12.0'11.0' B B A A A B 5.0' 6.0' 3.0' 18.5'8.0'9.0'18.5' R25.0' R15.0' R12.0' R8.0' R23.0'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CULVERS\Golden Valley, MN\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg April 18, 2024 - 3:30pm©BYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R NORTH LEGEND PROPERTY SUMMARY TOTAL PROPERTY AREA 1.47 AC / 64,211 SF DISTURBED AREA 0.15 AC / 6,327 SF EXISTING IMPERVIOUS AREA 0.95 AC / 41,354 SF / 64.4% EXISTING PERVIOUS AREA 0.52 AC / 22,857 SF / 35.6% PROPOSED IMPERVIOUS AREA 0.94 AC / 41,106 SF / 64.0% PROPOSED PERVIOUS AREA 0.53 AC / 23,105 SF / 36.0% NET DECREASE IN IMPERVIOUS AREA 0.01 AC / 248 SF SITE DATA EXISTING ZONING C - COMMERCIAL PROPOSED ZONING C - COMMERICAL PROPOSED LAND USE CLASS II RESTAURANT PARKING SETBACKS SIDE/REAR = 20' RIGHT OF WAY = 35' BUILDING SETBACKS FRONT = 35' SIDE = 20' REAR = 20' SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18.5-FEET IN LENGTH. COMPACT PARKING STALL DIMENSIONS SHALL BE 8.0-FEET IN WIDTH AND 18.5-FEET IN LENGTH UNLESS OTHERWISE INDICATED.PREPARED FORSITE DIMENSIONPLANC400CULVER'S DRIVE THRUIMPROVEMENTSSWEET CREAMGOLDEN VALLEYGOLDEN VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN04/18/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16028000004/18/2024AS SHOWNRAVJTLBMWBUILDING DATA TOTAL BUILDING AREA 4,324 SF PERCENT OF TOTAL PROPERTY AREA 6.74% MAXIMUM BUILDING HEIGHT 36 FT PARKING SUMMARY REQUIRED PARKING 58 SPACES @ 1 SPACE/75 SF EXISTING PARKING 62 SPACING TOTAL PROPOSED PARKING 58 SPACES (6 COMPACT) REQUIRED ACCESSIBLE PARKING 3 STANDARD SPACES 1 VAN ACCESSIBLE PROPOSED ACCESSIBLE PARKING 3 STANDARD SPACES 3 VAN ACCESSIBLE PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION REINFORCED CONCRETE PAVEMENT 6" DEPTH WITH #4 REBAR AT 2" O.C. EACH WAY CONCRETE SIDEWALK KEYNOTE LEGEND MATCH EXISTING CURB & GUTTER DRIVE THRU EQUIPMENT (REFER TO SIGN VENDOR PLANS FOR DETAILS) A B LANDSCAPE AREA (SEE LANDSCAPE PLANS) 8845 7TH AVENUE NORTH 7TH AVE N DECATUR AVE NME:893.66 ME:892.75 ME:892.89 ME:892.86 ME:893.27 ME:893.23 3.53% 2.80% 1.23%3.24%0.88% 1.31%2.20%1.37% 3.83% 4.62% 1.71 % 89 2 893 894 8 9 1 891 891892890 891892891 892893893894892.40 893.81 ME:893.73 8 9 5 891 892 893 89 4 2.23%1.98% 5. 6 2 %2.14% LP:890.95 G:891.10 G:891.02 G:891.23 G:891.19 G:891.31 HP:891.36 1.51% 1.84 %2.01%2.49%HP:891.42 ME:890.75 ME:891.13 G:891.75 G:892.57 ME:892.41 G:891.30 G:891.33 G:890.43 G:890.59 G:890.69 G:890.72 G:891.01 1.02% 891.21 891.95 G:891.49 G:891.44 2 . 7 4%1.93%2.40%1.84%4.60%2.16%ME:890.72 ME:891.02 ME:891.23 ME:891.64 ME:891.75 ME:892.23 892.16 892.30 892.32 ME:893.00 892.95 ME:892.97 892.92 0.50%1.50%7.53% G:891.10 G:891.20 G:891.40 ME:890.41 ME:891.35 ME:892.94ME:892.57 ME:891.76 ME:891.88 ME:892.98 ME:892.94 ME:891.70 G:891.12 G:890.65 G:890.81 1.81%1.64% 0.42%0.12%892892G:892.66 G:892.59 ME:891.60 ME:891.50 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CULVERS\Golden Valley, MN\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg April 18, 2024 - 3:30pm©BYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTIONGRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 T/G:0.0 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PREPARED FORGRADING ANDDRAINAGE PLANC500CULVER'S DRIVE THRUIMPROVEMENTSSWEET CREAMGOLDEN VALLEYGOLDEN VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN04/18/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16028000004/18/2024AS SHOWNRAVJTLBMWPROPOSED RIDGE LINE Know what'sbelow. before you dig.Call R NORTH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CULVERS\Golden Valley, MN\3 Design\CAD\PlanSheets\C4-SITE DETAILS.dwg April 18, 2024 - 3:43pmBYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTIONPREPARED FORCIVIL DETAILSC600CULVER'S DRIVE THRUIMPROVEMENTSSWEET CREAMGOLDEN VALLEYGOLDEN VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN04/18/202453113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16028000004/18/2024AS SHOWNRAVJTLBMW13"6"6"7"8"12" 3 1 3/8"1/2" PER FOOT NO SCALE B612 CURB & GUTTER (OUTFALL)1 1/2" R 1/2" R 3" R3" R TOP BIT. MAT BASE LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE, PROTECT IN PLACE (TYP.) EXISTING SHRUBS / PERENNIALS, PROTECT IN PLACE (TYP.) EXISTING SHRUB, PROTECT IN PLACE (TYP.) APPROXIMATE LIMITS OF SODDING / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SOD (TYP.) A A B C D E LANDSCAPE KEYNOTES EXISTING PLANTS TO REMAIN, PROTECT IN PLACE (TYP.) DOUBLE SHREDDED HARDWOOD MULCH, MATCH EXISTING (TYP.) ROCK MULCH, MATCH EXISTING (TYP.) SOD (TYP.) EXISTING TREE TO REMAIN, PROTECT IN PLACE (TYP.) SYMBOL CODE QTY COMMON NAME ORNAMENTAL TREE PRC 2 PRAIRIE ROSE CRABAPPLE OVERSTORY TREE IHL 2 IMPERIAL HONEYLOCUST DECIDUOUS SHRUBS GLS 20 GRO-LOW FRAGRANT SUMAC ORNAMENTAL GRASSES KFG 21 KARL FOERSTER FEATHER REED GRASS PDS 13 PRAIRIE DROPSEED PERENNIALS BES 18 BLACK-EYED SUSAN NW 5 WALKER'S LOW CATMINT PLANT KEY COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT8845 7TH AVENUE NORTH 7TH AVE N DECATUR AVE NB C A A A A 3 - GLS 3 - KFG 4 - GLS 1 - PRC 4 - BES 5 - KFG A 3 - BES 5 - GLS 5 - GLS 3 - KFG 5 - NW 5 - BES 3 - PDS 1 - IHL 1 - IHL 5 - PDS 6 - BES 5 - PDS 3 - GLS 5 - KFG 1 - PRC 5 - KFG This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CULVERS\Golden Valley, MN\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG April 18, 2024 - 3:31pm©BYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R PREPARED FORLANDSCAPE PLANL100CULVER'S DRIVE THRUIMPROVEMENTSSWEET CREAMGOLDEN VALLEYGOLDEN VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA04/18/202453828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16028000004/18/2024AS SHOWNCFCFKRAHSEE SHEET L101 FOR FULL PLANT SCHEDULE Know what'sbelow. before you dig.Call R NORTH SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER CAL/SIZE ORNAMENTAL TREE PRC 2 MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE B & B 1.5" CAL. OVERSTORY TREE IHL 2 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SPACING DECIDUOUS SHRUBS GLS 20 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. ORNAMENTAL GRASSES KFG 21 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 24" O.C. PDS 13 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT.18" O.C. PERENNIALS BES 18 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT.18" O.C. NW 5 NEPETA X 'WALKER'S LOW'WALKER'S LOW CATMINT #1 CONT.18" O.C. PLANT SCHEDULE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CULVERS\Golden Valley, MN\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.DWG April 18, 2024 - 3:31pmBYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTIONDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 PLANTING 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 17.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PREMENEGRENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING WHERE APPLICABLE. SEED/SOD 19.ALL DISTURBED AREAS TO BE SODDED UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 20.PROVIDE NEW SYSTEM OR MODIFY EXISTING IRRIGATION PER OWNERS DIRECTION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. ESTABLISHMENT 21.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES PREPARED FORLANDSCAPEDETAILSL101CULVER'S DRIVE THRUIMPROVEMENTSSWEET CREAMGOLDEN VALLEYGOLDEN VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA04/18/202453828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16028000004/18/2024AS SHOWNCFCFKRAH