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HomeMy WebLinkAbout2024-04-17 City Council Regular Meeting Packet (Public)1 COTTAGE GROVE CITY COUNCIL April 17, 2024 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE, MINNESOTA 55016 COUNCIL CHAMBER- 7:00 PM 1 Call to Order 2 Pledge of Allegiance 3 Roll Call 4 Open Forum 5 Adoption of Agenda 6 Presentations A 2024 Arbor Day Proclamation Staff Recommendation: Proclaim Friday, April 26, 2024, as Arbor Day in the City of Cottage Grove. 7 Consent Agenda A Advisory Committee on Historic Preservation Minutes (2-13-2024) Staff Recommendation: Accept and place on file the minutes from the February 13, 2024, meeting of the Advisory Committee on Historic Preservation. B Massage Therapist License - Nicole A. Steenerson Staff Recommendation: Authorize issuance of a Massage Therapist License to Nicole A. Steenerson at the location of Whole Health Massage (8800 East Pt Douglas Rd). C Issuance of Rental Licenses Staff Recommendation: Approve the issuance of rental licenses to the properties in the attached table. D Tree Planting Contract Staff Recommendation: Approve resolution 2024-058 awarding the 2024 Tree Planting Contract to Hoffman and McNamara in the amount of $47,571 for the material and labor to install 106 boulevard trees and authorize the service agreement between Hoffman and McNamara and the City of Cottage Grove. E 2024 Crack Sealant Material Award Staff Recommendation: Adopt Resolution number 2024-059 awarding the quote to White Cap to provide 49,500 pounds of Crafco 34535 Roadsaver at $.70 per pound for a total of $34,650. F Sale of Surplus Property Staff Recommendation: Authorize Public Works to advertise and sell banquet chairs on an auction site. G 2024 Sewer Cleaning Contract - Regular Maintenance Staff Recommendation: Adopt resolution 2024-057 awarding the 2024 Sewer Cleaning Contract to Hydro- Vac, Inc in the amount of $71,653.41 for the material and labor to clean sewer lines and authorize the service agreement between Hydro-Vac, Inc. and the City of Cottage Grove. H Ford Squad #2065 Settlement Staff Recommendation: Approve the settlement with Ford for Squad #2065 in the amount of $37,950.03 and 2 authorize the City Administrator or her designee to execute all documents necessary to effectuate the settlement. I Water Tower Antenna Lease Amendment - AT&T at Innsdale Staff Recommendation: Approve 2nd Amendment to Water Tower Lease with AT&T at the lnnsdale Water Tower. J Glacial Valley Park - Vinco Final Payment Staff Recommendation: Authorize Resolution 2024-060 repealing and replacing Resolution 2024-054 and issuing final payment to Vinco, Inc. in the amount of $7,513.59 for the Glacial Valley Park Building Project. K Easement Acquisition - East Point Douglas Road and Jamaica Avenue Reconstruction and Signal Project Staff Recommendation: Approve the Stipulation of Settlement for Parcel 4 by and between Bryan Investments LLC and the City for the East Point Douglas Road and Jamaica Avenue Reconstruction and Signal Project and authorize payment of the balance of the settlement amount, $15,200.00. L Goodview Avenue Ravine Stabilization Project - Final Payment Staff Recommendation: Adopt Resolution 2024-062 approving the final payment in the amount of $2,444.26 paid to Pember Companies, Inc. for the Goodview Avenue Ravine Stabilization Project. M 2024 Water Conservation Program, SWWD Cooperative Agreement, and Water in Motion Work Order Staff Recommendation: 1) Approve the Residential Smart Irrigation Controller Program Cooperative Agreement with SWWD. 2) Approve expenditures from the Water Utility Fund of up to $85,000 to supplement the SWWD contribution of $15,000 for implementation of the 2024 Water Conservation Program. 3) Approve the work order from Water in Motion. N Municipal State Aid Street System Revision Staff Recommendation: Adopt Resolution 2024-061 approving the modifications to the Cottage Grove Municipal State Aid Street System. O Shoppes of Cottage View Grant Signature Authorization Staff Recommendation: Adopt Resolution 2024-065 authorizing Ryan Burfeind to sign all necessary forms related to the Shoppes at Cottage View CPF Grant as the Authorized Representative for the grant agreement process. P Drainage and Utility Easement - 7560 Harkness Aveue & 7675 Hardwood Avenue Staff Recommendation: Approve the Permanent Drainage and Utility Easement at 7675 Hardwood Avenue South. Q Grant - Law Enforcement Mental Health & Wellness Act Staff Recommendation: Authorize the Cottage Grove Police Department to apply for FY24 Law Enforcement Mental Health & Wellness Act Program Grant. 8 Approve Disbursements A Approve Disbursements 9 Public Hearings 10 Bid Awards A Jamaica Avenue Mill and Overlay Project - Bid Award Staff Recommendation: Adopt Resolution 2024-063 awarding the bid for the Jamaica Avenue Mill and Overlay Project to Northwest Asphalt, Inc. in the total amount of $1,446,878.71. 11 Regular Agenda A Summer Valley - Zoning Amendment and Preliminary Plat Staff Recommendation: 1) Adopt Ordinance No. 1080 approving the zoning amendment to change the zoning of property generally located south of the Woodbury Border, east of the Northwick Park 3 development, west of the Rolling Meadows development, and north of the Parkview Pointe development from AG-2, Agriculture, to R-3, Single Family Residential. 2) Adopt Resolution 2024-064 approving the Preliminary Plat for a subdivision to be called Summer Valley, which will consist of 71 lots for single-family homes. 12 Council Comments and Requests 13 Workshops - Open to Public 14 Workshops - Closed to Public A Performance Evaluation - City Administrator Staff Recommendation: Close the meeting pursuant to MN Statute 13D.05 subd. (3)a to conduct a performance evaluation of City Administrator, Jennifer Levitt. 15 Adjournment 1 City Council Action Request 6.A. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title 2024 Arbor Day Proclamation Staff Recommendation Proclaim Friday, April 26, 2024, as Arbor Day in the City of Cottage Grove. Budget Implication n/a Attachments 1. Arbor Day Proclamation 2024 ARBOR DAY PROCLAMTION WHEREAS, in 1872, the Nebraska Board of Agriculture established a special day to be set aside for the planting of trees, and WHEREAS, this holiday, called Arbor Day, was first observed with the planting of more than a million trees in Nebraska, and WHEREAS, Arbor Day is now observed throughout the nation and the world, and WHEREAS, trees can be a solution to combating climate change by reducing the erosion of our precious topsoil by wind and water, cutting heating and cooling costs, moderating the temperature, cleaning the air, producing life-giving oxygen, and providing habitat for wildlife, and WHEREAS, trees are a renewable resource giving us paper, wood for our homes, fuel for our fires, and countless other wood products, and WHEREAS, trees in our city increase property values, enhance the economic viability of business areas, and beautify our community, and WHEREAS, trees – wherever they are planted – are a source of joy and spiritual renewal, and WHEREAS, The City of Cottage Grove will host a ceremonial tree planting and volunteer planting event at Sunny Hill Park on Tuesday, April 23rd, 2024, and tree giveaway to residents on Friday, April 26th, 2024, and NOW THEREFORE, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, hereby proclaim April 26th, 2024, as Arbor Day in the City of Cottage Grove. Passed this 17th day of April, 2024. Myron Bailey, Mayor 1 City Council Action Request 7.A. Meeting Date 4/17/2024 Department Community Development Agenda Category Action Item Title Advisory Committee on Historic Preservation Minutes (2-13-2024) Staff Recommendation Accept and place on file the minutes from the February 13, 2024, meeting of the Advisory Committee on Historic Preservation. Budget Implication N/A Attachments 1. ACHP Minutes 2024-02-13 MINUTES CITY OF COTTAGE GROVE ADVISORY COMMITTEE ON HISTORIC PRESERVATION February 13, 2024 Pursuant to due call and notice thereof, a meeting of the Advisory Committee on Historic Preserva - tion was duly held at the Cottage Grove City Hall, 12800 Ravine Parkway South, Cottage Grove, Minnesota, on the 13th day of February, 2024. CALL TO ORDER Chair Reckinger called the meeting to order at 6:10 p.m. ROLL CALL MEMBERS PRESENT: Herb Reckinger (Chair), Joseph Gall, Corinne Marz, Tony Brinkman, Linda Johnston, Jacob Grundhauser, Marie Sumstine MEMBERS ABSENT: None OTHERS PRESENT: Councilmember Dave Thiede; Mike Mrosla, Senior Planner; Conner Jakes, Associate Planner APROVAL OF THE AGENDA Motion made by Grundhauser to approve the Agenda with no changes. Sumstine seconded. The motion passed unanimously 7-to-0. APROVAL OF MINUTES Brinkman made a motion to approve the October 10, 2024 meeting minutes as is with no changes. Gall seconded. The motion passed unanimously 7-to-0. OPEN FORUM No one spoke. ACTION ITEMS Committee Terms Mrosla summarized the memo and provided background on the revised committee terms that were updated as part of the 2022 city code update. Mrosla stated it was Committee Member Marz’s last meeting as she has reached the maximum amount of time a Committee Member can serve. Advisory Committee on Historic Preservation Minutes February 13, 2024 Page 2 of 4 Councilmember Thiede and staff provided Marz with a plaque honoring her dedication and time served on the committee. Brinkman inquired as to whether the revised term limits are consistent with the other Committee’s and Commissions within the city. Mrosla responded and confirmed that the same term limits app ly to all Committees and Commissions within the City. Brinkman requested the starting and ending dates of the Committee’s terms. Mrosla stated it will be provided to each Committee Member. Mrosla stated Committee Member Gall’s current term was expired but could serve an additional term as he has not reached his term limit. Gall accepted reappointment to serve an additional term. The motion passed unanimously 7-to-0. Mrosla stated the Committee should re-elect or appoint a new chair for the committee and opened to the Committee for discussion. The Committee re-elected Chair Reckinger to another term. The motion passed unanimously 7-to-0. 2024 Meeting Schedule Mrosla summarized the memo and opened it to the committee to discuss the preferred start time of meetings. The committee discussed and agreed that the current 6 :00 p.m. time should be kept for another year. The motion passed unanimously 7-to-0. Historic Preservationist of the Year – Open Public Submission Jakes summarized the memo and opened to the discussion as to whether the Committee would like to open to the public for nominations for the Historic Preservationist of the Year Award. The Committee discussed and agreed to open a nomination submittal portal to the public. Further conversation regarding potential recipients occurred with the mention of Nancy Goodman, VFW, and Cindy Yff. The motion to open the public submission for nominations of the Historic Preservationist of the Year award to the public passed unanimously 7-to-0. DISCUSSION ITEMS Old Town Hall – 9550 Islay Avenue South Jakes summarized the memo and showed photos to explain the current condition of the Old Town Hall. Marz suggested staff could contact the Bauer Family for potential funding or information on restoration as they have restored, deconstructed, and rebuilt multiple historic buildings. Gall stated staff could contact builders within the city to see if they would be interested in sponsoring the restoration. Gall mentioned it could be a possibility to partner with Park High School or a local community college for students to gain experience in restoration while also benefiting from hands- on experience. The Committee discussed potential funding options and whether there was potential for the City to provide funds. Staff stated they would propose funding for the repairs at the next budget cycle, which begins in the spring. Historical Markers – MNHS Grant Opportunity Jakes summarized the memo and opened for discussion from the Committee. The Committee discussed the potential grant submittal and recommended staff to work towards applying for the July submittal. Discussion occurred on the preferred sign style. The Committee agreed that the Advisory Committee on Historic Preservation Minutes February 13, 2024 Page 3 of 4 two-post interpretive sign style would be preferred due to the larger space, but that the one-post tilted sign would be the preferred secondary style if space doesn’t allow for the two-post interpretive sign. PROJECT UPDATES – VERBAL UPDATES Historical Display Case Jakes summarized the status of the historical display case that is located in the Training Room hallway at City Hall. Jakes stated the map and photos are on display and that the tri-fold brochure is in the final stages before going to print. Johnston stated there may be potential provide more color within the display case, staff stated they will contact the Communications Department. Reckinger stated there should be information on each school that is featured in the case, staff stated the tri-fold brochure will contain detailed information on each school that is featured in the case. Certified Local Government Grant Application Jakes stated staff submitted the application for the Certified Local Government Grant and that staff will be informed as to whether the city has been awarded the grant on April 12, 2024. Mississippi Landing Mrosla summarized the status of the proposed Mississippi Landing housing development proposed along the Mississippi River. Committee discussion occurred regarding the proposed development and house located at 10301 Grey Cloud Trail South. Brinkman discussed lift stations, inquired about the lift station proposed as part of the project, and whether the lift station could be moved in order for the house at 10301 Grey Cloud Trail South to remain. Sumstine stated the house at 10301 Grey Cloud Trail is an example of everyday people that live within the city and the house, once removed, will never be back again. Marz stated the home was constructed in the 1850s during Minnesota Territorial times and that there are not many houses remaining from the time period, and that the city should attempt to preserve the house throughout all circumstances. Reckinger discussed asbestos within the walls of the structure, proximity of homes to the railroad, and beavers throughout the wetlands and ponds of the area. Grundhauser inquired about the road realignment and whether the Council would accept written testimony for the City Council meeting. Councilmember Thiede stated the Council will accept written testimony from residents in regard to the project. The Committee had further discussion regarding the approval process and steps taken up to this point. Mrosla stated that the City has followed state statute, and that the City is ensuring the developer is following all applicable City standards. Cedarhurst Mrosla provided the Committee with an update regarding Cedarhurst, stating there is a potential user interested in the site, but no further information is available at this time as conversations are preliminary. HISTORIC INQUIRIES, ARTICLES, AND RESEARCH INFORMATION Langdon Village – Ground Penetrating Radar Jakes summarized the memo and provided the Committee with additional information related to the project. The Committee supported the idea and encouraged staff to continue moving forward. Advisory Committee on Historic Preservation Minutes February 13, 2024 Page 4 of 4 SWCTC Video Topics Jakes summarized the memo and opened to the Committee for discussion. Marz stated a video could be produced on Joseph Brown and to highlight farming within Cottage Grove. The Committee supported the production of an informational video on Joseph Brown and the history of farming in Cottage Grove. History Matters Day at the Capitol Jakes summarized the memo and informed the Committee of the History Matters Day at the Capitol event. Washington County Historical Society – Annual Open House Jakes summarized the memo and informed the Committee of the Washington County Historical Society Annual Open House event. COUNCIL LIASON COMMENTS There were none. COMMITTEE COMMENTS There were none. STAFF COMMENTS There were none. ADJOURNMENT Grundhauser made a motion to adjourn the meeting. Brinkman seconded. The motion passed unanimously 7-to-0, and the meeting was adjourned. 1 City Council Action Request 7.B. Meeting Date 4/17/2024 Department Administration Agenda Category Action Item Title Massage Therapist License - Nicole A. Steenerson Staff Recommendation Authorize issuance of a Massage Therapist License to Nicole A. Steenerson at the location of Whole Health Massage (8800 East Pt Douglas Rd). Budget Implication N/A Attachments 1. Massage Therapist - Steenerson 2. Memo - Steenerson Massage Therapist To:Honorable Mayor and City Council Members Jennifer Levitt, City Administrator From:Tamara Anderson, City Clerk Date:4/12/2024 Subject:Massage Therapist License Application – Nicole A. Steenerson Application On March 25, 2024, Nicole A. Steenerson applied to operate as a licensed massage therapist at the business named Whole Health Massage, located at 8800 East Point Douglas Road South #500, Cottage Grove, MN 55016. Background Investigation The Public Safety Department conducted a background investigation of Nicole A. Steenerson and did not find anything that would constitute a basis for denial of the application. A search was conducted for disciplinary actions posted by the MN Department of Health Office of Unlicensed Complementary and Alternative Health Care Practice and no actions were found posted against Steenerson. Proof of Education/Certificate The City of Cottage Grove requires that proof of education/certification in compliance with our City Code be sent directly to us from the institution, program, or examining board. Steenerson completed her certification, and her records were sent to the City from the Minnesota School of Business Globe College. Education requirements must meet one of the following: A.Graduation from an institution or program in massage therapy that is accredited by an accrediting agency recognized by the United States Department of Education. B.Passing results of Massage and Bodywork Licensing Examination {MBLEx) administered by the Federation of State Massage Therapy Boards {FSMTB), or the National Certification Exam for Therapeutic Massage {NCETM) or National Certification Exam for Therapeutic Staff Recommendation Authorize issuance of a massage therapist license to Nicole A. Steenerson at the location of Whole Health Massage (8800 East Pt Douglas Rd). 1 City Council Action Request 7.C. Meeting Date 4/17/2024 Department Community Development Agenda Category Action Item Title Issuance of Rental Licenses Staff Recommendation Approve the issuance of rental licenses to the properties in the attached table. Budget Implication N/A Attachments 1. Rental License Approval CC Memo 2. Rental License Approvals Table TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Samantha Drewry, Code Enforcement Officer DATE: April 11, 2024 RE: Rental License Approvals Background/Discussion Rental licenses are required for nonowner-occupied residential properties (City Code Title 9-13, Property Maintenance, and Title 9 -14, Rental Licensing) and are issued on a biennial basis. The licensing process includes submittal of the rental license application, payment of $180, and public criminal history report. Rental inspections are conducted on all rental properties as part of the licensing process. Once all information has been sub - mitted and the inspection satisfactorily completed, the Council must approve the license prior to it being issued. The properties listed in the attached table have completed the licensing process and are ready to have their licenses issued following Council approval. Recommendation Approve the issuance of rental licenses to the properties in the attached table. 2024 RENTAL LICENSES CITY COUNCIL APPROVAL - APRIL 17, 2024 RENTAL LICENSE NUMBER PROPERTY STREET #PROPERTY STREET NAME PROPERTY OWNER RENT-001944 6444 Inspire Circle South Duckett, John RENT-001971 6433 Inspire Circle South Duckett, John RENT-001988 6435 Inspire Circle South Upward America Southeast RENT-001989 6439 Inspire Circle South Upward America Southeast RENT-001991 6441 Inspire Circle South Upward America Southeast RENT-001992 6443 Inspire Circle South Upward America Southeast RENT-001995 6445 Inspire Circle South Upward America Southeast RENT-001996 6446 Inspire Circle South Duckett, John RENT-001997 6448 Inspire Circle South Duckett, John RENT-001998 6454 Inspire Circle South Upward America Southeast RENT-001999 6478 Inspire Circle South Upward America Southeast RENT-002000 6479 Inspire Circle South Upward America Southeast RENT-002001 6483 Inspire Circle South Upward America Southeast RENT-002002 6486 Inspire Circle South Upward America Southeast RENT-002003 6488 Inspire Circle South Upward America Southeast RENT-002004 6489 Inspire Circle South Upward America Southeast RENT-002005 6490 Inspire Circle South Upward America Southeast RENT-002006 6491 Inspire Circle South Upward America Southeast RENT-002007 6494 Inspire Circle South Upward America Southeast RENT-002008 6495 Inspire Circle South Upward America Southeast RENT-002009 6498 Inspire Circle South Upward America Southeast RENT-002158 8295 Janero Avenue South 2017-1 IH Borrower LP RENT-002168 7136 Jonathan Avenue South IH2 Property Illinois, L.P. RENT-002283 8759 Ironwood Avenue South MJEM, LLC RENT-002285 7538 Iverson Avenue South MJEM, LLC RENT-002286 8386 Greenway Avenue South MJEM, LLC RENT-002333 7200 61st Street South Miller, Joshua Cottages of Cottage Grove, 8240 East Point Douglas Road: 5 Buildings (60 Units) Grove 80, 7550 80th Street: 1 Building (120 units) The Groves, 7752 Hemingway Avenue: 17 Buildings (68 Units) Norris Square, 6995/6997 80th Street: (148 Units) Grove Ridge Apartments, 8130 East Point Douglas Road (84 Units) 1 City Council Action Request 7.D. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title Tree Planting Contract Staff Recommendation Approve resolution 2024-058 awarding the 2024 Tree Planting Contract to Hoffman and McNamara in the amount of $47,571 for the material and labor to install 106 boulevard trees and authorize the service agreement between Hoffman and McNamara and the City of Cottage Grove. Budget Implication The cost to replace 106 boulevard trees is $47,571 which is included in the 2024 Forestry Budget. Attachments 1. Council Memo-Boulevard Tree Planting 2. Resolution - Boulevard Tree Planting 3. Service Agreement 2024 Planting - SIGNED To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Gavin Hochstetler, Management Analyst Date:April 17, 2024 Subject:2024 Tree Planting Contract – Standard Replacement Introduction/Background The Forestry Department maintains and cares for approximately 15,000 boulevard trees city wide. Tree replacement is needed due to age, safety concerns, disease and/or lost trees from storms. The following quotations were received: 1. Hoffman and McNamara - $47,571 2. Wilson’s Nurseries - $48,830 Budget Implications The cost to replace 106 boulevard trees is $47,571 which is included in the 2024 Forestry Budget. Staff Recommendation Authorize resolution 2024-058 awarding the 2024 Tree Planting Contract to Hoffman and McNamara in the amount of $47,571 for the material and labor to install 106 boulevard trees and authorize the service agreement between Hoffman and McNamara and the City of Cottage Grove. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-058 RESOLUTION AWARDING THE 2024 CITY-WIDE TREE PLANTING PROJECT TO HOFFMAN AND MCNAMARA FOR $47,571 WHEREAS, quotes were requested to provide the necessary work for the 2024 City-Wide Tree Planting Project according to City standards; and WHEREAS, quotes were requested to provide the necessary work; and WHEREAS, two firms submitted quotes; and WHEREAS, it appears that Hoffman & McNamara provided the lowest responsible quote; and WHEREAS, it is the recommendation of the Public Works Director that the quote be awarded to Hoffman and McNamara. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the 2024 City-Wide Tree Planting Project be awarded Hoffman and McNamara for $47,571 Passed this 17th day of April 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.E. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title 2024 Crack Sealant Material Award Staff Recommendation Adopt Resolution number 2024-059 awarding the quote to White Cap to provide 49,500 pounds of Crafco 34535 Roadsaver at $.70 per pound for a total of $34,650. Budget Implication Cottage Grove's portion is $24,150 ($12,650 below the budgeted amount). Newport's portion (reimbursed to Cottage Grove) is $10,500. Attachments 1. 2024 Crack Sealant Material Memo 2. Resolution Crack Sealant Material 3. Crack Sealant Quotes To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Gary Orloff, Streets Superintendent Date:April 10, 2024 Subject:2024 Crack Sealant Material Quote Award Background The City of Cottage Grove will be partnering with the City of Newport to purchase crack sealant material for the City’s crack sealant projects. The City of Cottage Grove has received two quotes to purchase 49,500 lbs. of crack sealant material. The low quote for the project was provided by White Cap in the amount of $34,650. The Cottage Grove portion of the quote is $24,150 which is $12,650 below the budget amount $36,800. The following summarizes the results of the quotes and how the crack fill will be allocated between Cottage Grove and Newport. Company Per Pound Price Total Price White Cap $.70 $ 34,650 Sherwin Industries, Inc $1.00 $ 52,800 City Price Per Pound Total Pounds Total Price Cottage Grove $.70 34,500 $24,150 Newport $.70 15,000 $10,500 Recommendation Adopt Resolution number 2024-059 awarding the quote to White Cap to provide 49,500 pounds of Crafco 34535 Roadsaver at $.70 per pound for a total of $34,650. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-059 RESOLUTION AWARDING THE 2024 JOINT CRACK SEALING MATERIAL PURCHASE TO WHITE CAP FOR $34,650 WHEREAS, the City of Cottage Grove extending invitations to surrounding cities to participate in the join purchase of crack sealing; and WHEREAS, Newport agreed to participate with Cottage Grove in the purchase of cracking sealing materials; and WHEREAS, quotes were requested to supply crack seal material; and WHEREAS, two firms submitted quotes; and WHEREAS, it appears that White Cap provided the lowest responsible quote; and WHEREAS, it is the recommendation of the Public Works Director that the quote be awarded to White Cap. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the 2024 Joint Crack Sealing material to be awarded to White Cap in the amount of $34,650. Passed this 17th day of April 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.F. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title Sale of Surplus Property Staff Recommendation Authorize Public Works to advertise and sell banquet chairs on an auction site. Budget Implication Attachments 1. 2024 Surplus Property for Cranky Ape -Chairs To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Adam Moshier, Facilities and Fleet Maintenance Manager Date:April 11, 2024 RE:Sale of Surplus Property Introduction River Oaks recently replaced 240 banquet chairs at the golf course. Public Works handles the sale of surplus property. Staff is requesting authorization to sell the chairs. Requested Action Authorize Public Works to advertise and sell banquet chairs on an auction site. 1 City Council Action Request 7.G. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title 2024 Sewer Cleaning Contract - Regular Maintenance Staff Recommendation Adopt resolution 2024-057 awarding the 2024 Sewer Cleaning Contract to Hydro-Vac, Inc in the amount of $71,653.41 for the material and labor to clean sewer lines and authorize the service agreement between Hydro-Vac, Inc. and the City of Cottage Grove. Budget Implication $71,653.41 falls within the sanitary sewer utility fund maintenance budget Attachments 1. Memo - Sewer Cleaning 2. Sewer Cleaning Resolution-2024 3. Hydro Vac Agreement To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Rick Alt, Utilities Superintendent Date:April 12, 2024 Subject:2024 Sewer Cleaning Contract – Regular Maintenance Introduction/Background The City of Cottage Grove cleans all sanitary sewer lines in the city every five years. This regular maintenance schedule is in conformance with the League of Minnesota Cities insurance requirements to reduce sewer back up claims and reduce risk and liability claims to the City. The Utility Department annually contracts out various sanitary sewer pipes for cleaning, in addition to the sanitary sewer pipe cleaning that is performed in-house for compliance with the City policy. The 2024 identified project area includes the following: West of TH 61 •51,000 linear feet of root cutting •5,715 linear feet of jet/vac West of Hinton Avenue/South of 70th Street •84,000 linear feet of root cutting •5,712 linear feet of jet/vac The City of Cottage Grove has received two quotes for the proposed cleaning work. The low quote was provided by Hydro-Vac. Inc. Listed below are the two quotes received. Company Quote Hydro-Vac, Inc $71,653.41 Pipe Services $75,083.52 Budget Implication The amount for the proposed work is within the sanitary sewer utility fund maintenance budget (3100-4371) of $202,900 for contractual sanitary sewer cleaning. Recommendation Adopt resolution 2024-057 awarding the 2024 Sewer Cleaning Contract to Hydro-Vac, Inc in the amount of $71,653.41 for the material and labor to clean sewer lines and authorize the service agreement between Hydro-Vac, Inc. and the City of Cottage Grove. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-057 RESOLUTION AWARDING THE QUOTE FOR THE 2024 SEWER CLEANING CONTRACT TO HYDRO-VAC, INC IN THE TOTAL AMOUNT OF $71,653.41 WHEREAS, plans and specifications for the 2024 Sewer Cleaning Contract were completed according to City standards; and WHEREAS, quotes were requested to provide the necessary work; and WHEREAS, two firms submitted quotes; and WHEREAS, it appears that Hydro-Vac, Inc provided the lowest responsible quote; and WHEREAS, it is the recommendation of the Public Works Director that the quote be awarded to Hydro-Vac, Inc in the total amount of $71,653.41. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, the quote for the 2024 Sewer Cleaning Contract is awarded to Hydro-Vac, Inc in the total amount of $ 71,653.41. Passed this 17th day of April 2024. __________________________ Myron Bailey, Mayor Attest: ___________________________ Tamara Anderson, City Clerk 1 City Council Action Request 7.H. Meeting Date 4/17/2024 Department Administration Agenda Category Action Item Title Ford Squad #2065 Settlement Staff Recommendation Approve the settlement with Ford for Squad #2065 in the amount of $37,950.03 and authorize the City Administrator or her designee to execute all documents necessary to effectuate the settlement. Budget Implication N/A Attachments 1. Council packet Ford Squad Settlement To: Honorable Mayor Bailey and Members of the City Council From: Kori Land, City Attorney Date: April 17, 2024 Subject: Ford Squad #2065 Settlement BACKGROUND The City ordered a Ford Explorer police version vehicle from Ford in 2019. On October 26, 2020, the City took delivery and possession of the vehicle, which was assigned Squad #2065, and after being fully equipped by the City, it was put into service on December 3, 2020. From December 3, 2020, to present, Squad #2065 has been out of service for repairs 17 times, totaling more than 230 days. Most of the issues involve problems directly related to the engine with multiple oil leaks, cylinder misfires, and leaky seals. The engine has been removed and checked, parts cleaned and replaced many times, with no success on curing the defects. At this point, the City is not interested in continuing with attempted repairs because using Squad #2065 puts public safety officers at risk, as well as anyone they are transporting or anyone at a scene for which they are attempting to respond. After some negotiations, Ford has agreed to buy back the vehicle and reimburse the City for certain costs such as the initial equipping of the vehicle, as well as tearing out the equipment, towing costs to transport the vehicle to the dealership and $1,500 in attorneys’ fees. The total amount of the settlement is $37,950.03. The City believes this is a reasonable settlement amount. In exchange, the City is releasing Ford from all claims related to this vehicle. ACTION REQUESTED: Approve the settlement with Ford for Squad #2065 in the amount of $37,950.03 and authorize the City Administrator or her designee to execute all documents necessary to effectuate the settlement. ATTACHMENT: Repurchase Worksheet Calculations Mileage32,90410% of base prices10.00%Usage$3,290.361 Base Price $32,903.562345678 Towing $678.509 Graphics/Modifications $6,158.33101112Total Purchase Price$39,740.391314 Usage/Depreciation $3,290.3615161718192021222324Total Deductions$3,290.362526 Repurchase Subtotal $36,450.0327 Loan Payoff $0.0028 Total Refund to Customer $36,450.0329 Attorney's Fees $1,500.0030Total Repurchase$37,950.03313233Lemon Law Variance$0.00Straight Repurchase - Base“Repurchase Worksheet Calculations”VIN - 1FM5K8AB0LGC13844Cottage Grove PDApril 8, 2024Usage (Cents Per Mile) 1 City Council Action Request 7.I. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title Water Tower Antenna Lease Amendment - AT&T at Innsdale Staff Recommendation Approve 2nd Amendment to Water Tower Lease with AT&T at the lnnsdale Water Tower. Budget Implication n/a Attachments 1. AT&T Tower Lease Memo 2. Council Packet - 2nd Amendment Innsdale 3-20-24 Agreement � Cottage � Grove � I, �t05perity Meetere Pride an6 To: Honorable Mayor Bailey and Members of the City Council From: Kori Land, City Attorney Date: March 20, 2024 Subject: Water Tower Antenna Lease Amendment AT&T at lnnsdale BACKGROUND The City and AT&T entered into a Water Tower Lease Agreement dated June 21, 2007 and AT&T was recently administratively approved to install a generator at the site. Because the legal description for the City's Property has changed due to a replat of the real property in 2017 in the Cottage Grove Central Fire Station Addition Plat, and we need to include the portion of the generator space in the definition of Leased Premises, as well as increase the annual rent to take into account the additional portion of the City's Property that AT&T will be using for its benefit, a lease amendment is needed. The lease does not expire until Dec. 31, 2030. The lease terms are being amended as follows: •The definition of the "leased premises" is amended to use the new platted legal description and it now includes the additional space for the generator. •Rent is increasing by $6,600 per year to account for the additional space. •We added a paragraph about minimizing noise, which is in all new leases but since this lease is an older version, it did not have the language. We want to ensure that the generator noise does not impact the neighborhood. Sound reduction measures are required if noise becomes a nuisance. In addition, audible testing and maintenance of the generator may only be conducted Monday -Friday between 8 a.m. - 5 p.m. •The exhibits are being replaced to include the new generator area. ACTION REQUESTED: Approve 2nd Amendment to Water Tower Lease with AT&T at the lnnsdale Water Tower. 1 SECOND AMENDMENT TO WATER TOWER LEASE AGREEMENT THIS SECOND AMENDMENT TO SITE LEASE AGREEMENT (“Second Amendment”), is made as of this ______ day of , 2024, by and between the City of Cottage Grove, a Minnesota municipal corporation, having a mailing address of 12800 Ravine Parkway South, Cottage Grove, MN 55016 (“City”) and New Cingular Wireless PCS, LLC, a Delaware limited liability company, as successor in interest to AT&T Wireless Services of Minnesota, Inc., a Nevada corporation (“AT&T”). WHEREAS, City and AT&T entered into a Water Tower Lease Agreement dated June 21, 2007 whereby City leased to AT&T certain Premises, therein described, that are a portion of the property located at 8492 81st Street South, Cottage Grove, Minnesota (the “Agreement”), and WHEREAS, City and AT&T entered into a First Amendment to Water Tower Lease Agreement dated October 8, 2011 (the “First Amendment”) to amend the Agreement; and WHEREAS, AT&T seeks to install a generator on the City’s Property; and WHEREAS, the legal description for the City’s Property has changed due to a replat of the real property in 2017 in the Cottage Grove Central Fire Station Addition Plat; and WHEREAS, that portion of the City’s Property where the generator will be located shall be included in the definition of Leased Premises; and WHEREAS, the annual rent as set forth in the Agreement shall take into account the additional portion of the City’s Property that AT&T will be using for its benefit; and WHEREAS, City and AT&T, in their mutual interest, wish again to amend the Agreement as set forth below accordingly. NOW THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, City and AT&T agree as follows: 1. Amendment to Section 1. Section 1 of the Agreement is deleted in its entirety and replaced with the following: 1. PROPERTY. The City hereby leases to Lessee a portion of the property located at 8492 81st Street S., Cottage Grove, MN, legally described on attached Exhibit A (“City’s Property”). The City leases the following: exterior space on the water tower located on the City’s Property (“Water Tower”) for attachment of up to twelve (12) antennas (“Antennas”); ground space totaling approximately 355 square feet for the location of a 17.5’ X 20’ equipment building; space required for cable runs to connect the equipment building to the Antennas; an area 13’ X 20’ for the location of a generator and its fencing area, which is depicted on Exhibit A-2 attached hereto; and a non- exclusive right of ingress/egress and utility access to the equipment building and Water 2 Tower, including those easements for ingress and egress of servicing utilities now in existence or as memorialized in prior Exhibits, all of which are depicted and described on Exhibit A-1 (collectively, the “Leased Premises”). The Leased Premises are shown in relation to the City’s Property on Exhibit C and Exhibit A-2. The exact location of the Antennas, cables and associated communications equipment, generator, gas line connected to the generator upon the City’s Property is subject to the reasonable approval of the City’s Director of Public Works and depicted on Exhibit C. The City does not lease to AT&T any rights to install equipment upon or otherwise use any facilities owned by any third part user(s) of the Water Tower, including any equipment “rail”, which rights AT&T shall obtain, if necessary, directly from such third-party user(s). AT&T shall provide as-built drawings within thirty (30) days after construction is complete. 2. Amendment to Section 4A. A. Rent. Once the generator and additional utilities have been installed by AT&T, the existing annual rent shall increase by $6,000 per year commencing on the first of the month following approval of the building permit or by June 1, 2024, whichever occurs first. Beginning on the first twelve (12) month anniversary of The Rent Commencement Date of this Second Amendment and on each succeeding anniversary date hereafter for the term of the Lease and any renewals or extensions thereof, the rental rate for the Generator Install Lease shall increase 3% per annum over the rate charged for the immediately preceding twelve (12) months. 3. One-Time City Payment. As full and adequate consideration for the Modifications and other rights set forth in this Second Amendment, AT&T agrees to make a one-time payment directly to City of One Thousand and 00/100 Dollars ($1,000.00) for Administrative and Legal review fees. The One-Time City Payment shall be paid within 45 days of the full execution date of the Second Amendment 4. Addition of Section 20. Section 20 is added to the Agreement and shall state the following: 20. NOISE. The generator shall be constructed and operated in such a manner as to minimize the amount of noise impacts to residents of nearby homes and the users of recreational areas, such as public parks and trails. The installation of any generator must comply with the City’s noise ordinance and must meet or exceed the level of sound enclosure specified in the attached “Sound Emission Data Sheet for the Generac SG035 with Level 2 Sound Attenuation Enclosure”, attached to Exhibit A-2. In the event that AT&T is in violation of the City’s Noise Ordinance, AT&T shall take all such steps requested by the City to reduce the sound levels to the level approved by the City, including, but not limited to, installing additional mufflers, or any other requirements that may be requested by the City, including but not limited to ceasing all operations of the generator. All sound reduction measures requested by the City shall 3 be performed at AT&T’s sole cost and expense. If AT&T fails to immediately comply with the City’s proposed sound reduction measures, AT&T shall be deemed in default hereunder and the City may take any and all measures to stop the use of the generator. Scheduled and routine testing and maintenance activities of generators, which generate audible noise shall occur between the hours of eight o’clock (8:00) A.M. and five o’clock (5:00) P.M., weekdays (Monday through Friday) excluding emergency repairs, unless allowed at other times by the City. Testing and maintenance activities that do not generate audible noise may occur at any time, unless otherwise restricted by the City. 5. Additional Exhibits. The following Exhibits attached hereto are added to the Agreement: Exhibit A which replaces the Exhibit A from the original Agreement, and Exhibit A-2. The remaining Exhibits are unchanged. 6. Ratification of the Agreement. Except as specifically modified by this Second Amendment, the parties agree that all the terms and conditions of the Agreement and First Amendment are in full force and effect and remain unmodified, and the parties hereby ratify and reaffirm the terms and conditions of the Agreement and First Amendment and agree to perform and comply with the same. In the event of a conflict between any term or provision of the Agreement, the First Amendment and this Second Amendment, the terms and provisions of this Second Amendment shall control. In addition, except as otherwise stated in this Second Amendment, all initially capitalized terms will have the same respective defined meaning stated in the Agreement and First Amendment. All captions are for reference purposes only and shall not be used in the construction and interpretation of this Second Amendment. 7. Entire Agreement. The Agreement as modified by the First Amendment and this Second Amendment constitutes the entire agreement of the parties with respect to its subject matter. Each party represents and warrants to the other that the individual signing this Second Amendment on its behalf has the right, power and authority to do so. 8. Severability. If any part of this Second Amendment is unenforceable, the remainder is fully enforceable. 9. Counterparts. The parties may sign this Second Amendment in several counterparts, each of which constitutes an original, but all of which together constitute one instrument. Electronically transmitted signatures are valid and shall bind the party delivering such signature. Either party’s failure to produce an original of its electronically transmitted signature shall not affect the enforceability of this Second Amendment. (SIGNATURES ON FOLLOWING PAGE) 4 IN WITNESS WHEREOF, City and AT&T have caused this Second Amendment to be executed by each party’s duly authorized representative on the date above written. City: City of Cottage Grove, Minnesota By: Myron Bailey Its: Mayor By: Tamara Anderson Its: City Clerk STATE OF MINNESOTA ) )ss COUNTY OF WASHINGTON ) The foregoing instrument was acknowledged before me this day of , 2024, by Myron A. Bailey, the Mayor of Cottage Grove, and Tamara Anderson, City Clerk, respectively on behalf of the City of Cottage Grove, a Minnesota municipal corporation on behalf of the municipal corporation. Notary Public 5 AT&T: New Cingular Wireless PCS, LLC, a Delaware limited liability company By: AT&T Mobility Corporation Its: Manager By: Andrew Sackreiter Its: Director of MNP Market Date: STATE OF __________________________) )ss: COUNTY OF ________________________) On the _____ day of _______, 2024, before me personally appeared Andrew Sackreiter, and acknowledged under oath that he is the Director of MNP Market of New Cingular Wireless PCS, LLC, the TENANT named in the attached instrument, and as such was authorized to execute this instrument on behalf of the Limited Liability Company. Notary Public: My Commission Expires: 6 Exhibit A Outlot A, Cottage Grove Central Fire Station Addition, according to the plat on file in the office of the Washington County Recorder’s office. Washington County Parcel Identification No.: 1602721120019 7 Exhibit A-2 [See attached site drawings] 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE T-1 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE JAMAICA AVENUE TITLE SHEET DATE DATE DATE DATE DATE DATE PROPERTY OWNER SITE ACQUISITION CONTRACTOR CONTRACTOR AT&T CONSTRUCTION MANAGER GENERAL DYNAMICS CONSTR. MGR DATECONTRACTOR AREA MAP SITE INFORMATION SHEET INDEX VICINITY MAP APPROVALS DRIVING DIRECTIONS at&t SHT. NO.DESCRIPTION REV. NO. ENGINEER: BENCHMARK SERVICES, INC. GARY VAN WINKLE PO BOX 318 NORTH MAIN STREET HUNTINGBURG, IN 47542 TEL: 812-683-3049 WWW.BENCHMARKSERVICESINC.BIZ MARKET LEAD: DONNIE HENSLEY GENERAL DYNAMICS WIRELESS SERVICES 993 MANSELL ROAD SUITE D ROSWELL, GA 30076 OFFICE 502-396-8970 EMAIL: DONALD.HENSLEY@GDIT.COM PROJECT TEAM TOWER COORDINATES LATITUDE: 44.8316111 LONGITUDE: -92.9335833 1.HEAD EAST ON I-494 E / MN-5 E TOWARD MN-5 E, 12.9 MI 2.AT EXIT 65, HEAD RIGHT ON THE RAMP FOR SERVICE RD TOWARD 5TH AVE, 0.2 MI 3.KEEP STRAIGHT, HEADING TOWARD 5TH AVE, 0.1 MI 4.TAKE THE RAMP ON THE LEFT AND FOLLOW SIGNS FOR I-494 EAST, 1.7 MI 5.AT EXIT 63B, HEAD RIGHT ON THE RAMP FOR US-61 SOUTH / US-10 EAST TOWARD HASTINGS, 2.3 MI 6.AT EXIT 127, HEAD RIGHT ON THE RAMP FOR COUNTY HWY-22 TOWARD 70TH ST, 1.8 MI 7.TAKE THE RAMP ON THE RIGHT AND FOLLOW SIGNS FOR 80TH ST, 0.3 MI 8.TURN LEFT ONTO 80TH ST S TOWARD 80TH ST, 1.5 MI 9.TURN RIGHT ONTO INNSDALE AVE S, 0.2 MI 10.TURN LEFT ONTO 81ST ST S, 427 FT 11.TURN LEFT TO ARRIVE AT SITE DRIVING DIRECTIONS FROM I-494 E & I-35W, TRAVELING EAST IN MINNEAPOLIS, MN (55423): 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 IBC 2021, NEC 2020, ANSI/TIA-222 STRUCTURAL STANDARD, & NFPA 780 LIGHTNING PROTECTION CODE 2020 WASHINGTON GOVERNING CODES: SITE ADDRESS: COUNTY: PROPERTY OWNER: PROPERTY OWNER CONTACT: CITY OF COTTAGE GROVE 651-458-2832 AT&T MOBILITY 930 NATIONAL PKWY, 4TH FLOOR SCHAUMBURG, IL 60173 THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURE, ABOVE GROUND STRUCTURES AND/OR EXISTING UTILITIES BELIEVED TO BE IN THE WORKING AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITIES, PIPELINES AND OTHER STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY STATE AND LOCAL UTILITY NOTIFICATION SERVICES BEFORE DIGGING OR DRILLING. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND ENGINEER AT THE CONTRACTOR'S EXPENSE. APPLICANT: SCOPE OF WORK: UTILITY INFORMATION: (1)FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. (2)HANDICAP ACCESS IS NOT REQUIRED. (3)FACILITY HAS NO PLUMBING OR PARKING. (4)NO GRADING WILL BE REQUIRED FOR THIS SITE. GENERAL SITE INFORMATION: INSTALL NEW GENERAC 35KW NATURAL GAS GENERATOR WITH EXHAUST STACK EXTENSION ON NEW CONCRETE PAD. INSTALL NEW NG METER AND SERVICE TO NEW GENERATOR. INSTALL NEW AUTOMATIC TRANSFER SWITCH (ATS) ON AT&T EQUIPMENT SHELTER EXTERIOR WALL (REMOVE EXISTING SECONDARY DISCONNECT & GENERATOR PLUG). INTEGRATE EXISTING ALARM AND ELECTRICAL CONNECTIONS WITH NEW EQUIPMENT. INSTALL NEW WHITE VINYL PRIVACY FENCE AROUND GENERATOR. TITLE SHEETT-1 2 SP-1 A-1 S-1 E-1 D-1 D-2 G-1 G-2 G-3 2 2 2 2 2 2 2 2 2 GENERAL NOTES SITE PLAN FOUNDATION DETAILS WIRING DIAGRM PANEL, GROUNDING, & PENETRATION DETAILS ATS, CONDUIT, TRENCH, & GROUND ROD DETAILS GENERATOR DETAILS GENERATOR DETAILS GENERATOR DETAILS G-4 2GENERAC ATS DETAILS 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE SP-1 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB 1.THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES. 2.IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL ORDINANCES TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 3.THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK. 4.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 5.SITE GROUNDING SHALL COMPLY WITH AT&T MOBILITY WIRELESS SERVICES TECHNICAL SPECIFICATIONS FOR FACILITY GROUNDING FOR CELL SITE STANDARDS, LATEST EDITION, AND COMPLY WITH AT&T MOBILITY TOWERS GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT, THEY SHALL GOVERN. 6.ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF FAA LIGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY ELECTRICAL SERVICE THAT IS TO BE INTERRUPTED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A PROBLEM. 7.ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS. 8.ANY DAMAGE TO THE ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDOWNER AND THE ENGINEER. 9.THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. 10.CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. 11.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIME. SILT FENCE AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 12.PERMITS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. 13.RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWING WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 14.RECORD PHOTOS: INCLUDE TIME/DATE STAMPED PHOTOS WITH TAPE MEASURE DEPTH VERIFICATION. 15.ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 16.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. 17.CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 18.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTOR SHALL NOTIFY GENERAL DYNAMICS WIRELESS SERVICES OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 19.CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO THE PROPERTY OUTSIDE THE LEASED PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 20.ALL SUITABLE MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATION APPROVED BY GOVERNING AGENCIES PRIOR TO DISPOSAL. 21.SEEDING AND MULCHING OF THE SITE SHALL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF VEGETATION OVER THE SITE FOR A MINIMUM PERIOD OF ONE YEAR. 1.COORDINATE LOCATION AND PROPER REQUIREMENTS OF ALL EQUIPMENT WITH AT&T MOBILITY AND EQUIPMENT SUPPLIES PRIOR TO INSTALLATION. 2.COORDINATE LOCATION AND REQUIREMENTS FOR ELECTRICAL SERVICE WITH THE PROPERTY REPRESENTATIVE, AT&T MOBILITY AND UTILITY COMPANIES. ROUTING OF CONDUITS MAY BE MODIFIED TO MEET SITE REQUIREMENTS. EXACT CONDUIT ROUTING TO BE DETERMINED IN THE FIELD. 3.ALL WIRING AND EQUIPMENT SHOWN ON ELECTRICAL SHEETS SHALL BE FURNISHED AND INSTALLED UNDER ELECTRICAL PORTION OF CONTRACT UNLESS OTHERWISE NOTED. 4.UNINTERRUPTED ELECTRICAL SERVICE FOR EXISTING EQUIPMENT SHALL BE MAINTAINED DURING THE INSTALLATION OF THE WORK DESCRIBED UNDER THESE DOCUMENTS. TEMPORARY EQUIPMENT, CABLES AND WHATEVER ELSE IS NECESSARY SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED TO MAINTAIN ELECTRICAL SERVICE. TEMPORARY SERVICE FACILITIES, IF REQUIRED AT ANY TIME, SHALL NOT BE DISCONNECTED OR REMOVED UNTIL NEW SERVICE EQUIPMENT IS IN PROPER OPERATION. IF ANY SERVICE OR SYSTEM MUST BE INTERRUPTED, THE CONTRACTOR SHALL REQUEST PERMISSION IN WRITING STATING THE DATE, TIME, ETC. THE SERVICE WILL BE INTERRUPTED AND THE AREAS AFFECTED. THIS REQUEST SHALL BE MADE IN SUFFICIENT TIME FOR PROPER ARRANGEMENTS TO BE MADE. WRITTEN PERMISSION SHALL BE OBTAINED FROM THE OWNER BEFORE INTERRUPTING ELECTRICAL SERVICE. 5.COORDINATE NEW WORK WITH OTHER TRADES AND VERIFY EXISTING CONDITIONS TO AVOID INTERFERENCE. IN CASE OF INTERFERENCE, AT&T MOBILITY'S REPRESENTATIVE WILL DECIDE WHICH WORK IS TO BE RELOCATED, REGARDLESS OF WHICH WAS FIRST INSTALLED. 6.THE INSTALLATION MUST COMPLY WITH NEC AND ALL FEDERAL, STATE AND LOCAL RULES AND REGULATIONS. 7.THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE DEFINED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS AND RACEWAY ROUTING SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR DIRECTIONS FROM AT&T MOBILITY'S REPRESENTATIVE. 8.CONTRACTOR SHALL PAY ALL PERMITS AND FEES REQUIRED. 9.ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STANDARDS REFERENCED BELOW: A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. ASTM (AMERICAN SOCIETY FOR TESTING MATERIALS) C. ETL (ELECTRICAL TESTING LABORATORY) D. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) E. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS) F. NBFU (NATIONAL BOARD OF FIRE UNDERWRITERS) G. NESC (NATIONAL ELECTRICAL SAFETY CODE) H. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) I. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) J. UL (UNDERWRITERS LABORATORY) 10.CONTRACTOR SHALL REVIEW PLANS, DETAILS AND SPECIFICATIONS IN DETAIL AND ADJUST WORK TO CONFIRM WITH ACTUAL SITE CONDITIONS SO THAT ELECTRICAL DEVICES AND EQUIPMENT WILL BE PROPERLY LOCATED AND READILY ACCESSIBLE. QUANTITIES LISTED IN MATERIAL LISTS ON THE DRAWINGS ARE FOR INFORMATION ONLY. THE CONTRACTOR SHALL PROVIDE HIS OWN TAKEOFF FOR MATERIAL QUANTITY AND TYPES BASED ON ACTUAL SITE CONDITIONS. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS TO INSTALL EQUIPMENT FURNISHED BY AT&T MOBILITY OR ITS SUPPLIERS. ALL ITEMS NOT SPECIFICALLY MENTIONED HEREIN OR SHOWN ON THE CONTRACT DRAWINGS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED. 11.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) AT&T MOBILITY'S REPRESENTATIVE OF ANY CONFLICTS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. 12.ALL FLOORS WHERE PENETRATIONS ARE REQUIRED IN BUILDING ARE TO BE CORE DRILLED AND THEN FIREPROOFED. ELECTRICAL NOTES: B. WIRING/CONDUIT 1.PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR AS REQUIRED BY CODE SUCH THAT NO MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL) EXIST IN/ON CONDUIT RUN. 2.ALL POWER AND CONTROL/INDICATION WIRING SHALL BE TYPE THHN/THWN 800V RATED 75 DEGREES CELSIUS, UNLESS NOTED OTHERWISE. 3.CONDUIT BENDS SHALL BE MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 4.POWER WIRING SIZE SHALL NOT BE SMALLER THAN #12 AWG. 5.ALL WIRING SHALL BE COPPER. ALUMINUM WILL NOT BE ACCEPTABLE. ALL POWER CIRCUITS SHALL CONTAIN A GROUND WIRE. 6.PHASE MARKINGS TO BE USED AT POWER CONDUCTOR TERMINATIONS. 7.CONTRACTOR SHALL ENSURE INTEGRITY IS MAINTAINED WHEN INSTALLING CONDUIT AND WIRING. 8.INSTALL PULL STRING IN ALL CONDUIT. 9.FOR ROOFTOP INSTALLS AND BUILD-OUTS, CONDUITS INSIDE BUILDING AND ON ROOF SHALL BE RGS, UNLESS OTHERWISE NOTED. FOR RAW LAND SITES AND CO-LOCATES, PVC SCHEDULE 80 SHALL BE UTILIZED UNLESS NOTED OTHERWISE. 10.MAINTAIN MINIMUM 1'-0" VERTICAL AND 1'-0" HORIZONTAL SEPARATION FROM ANY MECHANICAL GAS PIPING. 11.ALL WIRING ROUTED IN PLENUM TO BE PLENUM RATED OR IN METALLIC FLEX (LIQUIDTITE) CONDUIT. 12.INSPECTION WINDOWS ARE REQUIRED ON ALL INDOOR LUGS. C. EQUIPMENT 1.EQUIPMENT/PARTS CONNECTED TO EXISTING PANELS, DUCTS, ETC. SHALL MATCH THE CHARACTERISTICS (A/C, V, A) OF THAT EQUIPMENT. 2.ALL ELECTRICAL EQUIPMENT OUTSIDE SHALL BE NEMA OR 3R RATED. D. GROUNDING 1.ALL GROUND CONNECTIONS TO BUILDING SHALL BE MADE USING TWO-HOLE CONNECTORS. PROVIDE STAINLESS STEEL BOLTS AND LOCK WASHERS ON ALL MECHANICAL GROUND CONNECTIONS. 2.ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF ALL PAINT AND DIRT. CONNECTIONS TO VARIOUS METALS SHALL BE OF A TYPE AS TO NOT CAUSE A GALVANIC OR CORROSIVE REACTION. AREA SHALL BE REPAINTED WITH COLD GALVANIZE SPRAY FOLLOWING BONDING. 3.ANY METALLIC ITEM WITHIN 6' OF GROUND CONDUCTORS MUST BE CONNECTED TO THE GROUNDING SYSTEM. 4.EXTERIOR, ABOVE GRADE GROUND CONNECTIONS SHALL BE FURNISHED WITH A LIBERAL PROTECTIVE COATING OF ANTI-OXIDE COMPOUND. 5.ALL MATERIALS AND LABOR REQUIRED FOR THE GROUNDING SYSTEM AS INDICATED ON THE PLANS AND DETAILS, AND AS DESCRIBED HEREIN SHALL BE FURNISHED BY THIS CONTRACTOR UNLESS OTHERWISE NOTED. 6.EXACT LOCATION OF GROUND CONNECTION POINTS SHALL BE DETERMINED IN FIELD. ADJUST LOCATIONS INDICATED ON THE PLANS ACCORDING TO ACTUAL EQUIPMENT LOCATIONS TO KEEP THE GROUND CONNECTIONS CABLES AS SHORT AS POSSIBLE. USE EXISTING GROUNDING LOCATION ON ATS IF AVAILABLE. 7.PROVIDE ALL ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS AS REQUIRED BY THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND THE CURRENT EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE. BONDING JUMPERS WITH APPROVED GROUND FITTINGS SHALL BE INSTALLED AT ALL RACEWAYS, EQUIPMENT ENCLOSURES, PULL BOXES, ETC. TO MAINTAIN GROUND CONTINUITY WHERE REQUIRED BY CODE. 8.ALL EQUIPMENT GROUND CONDUCTORS SHALL BE TIN COATED, #2 AWG COPPER UNLESS NOTED OTHERWISE ON THE DRAWINGS. E. INSPECTION/DOCUMENTATION 1.INCLUDE TIME/DATE STAMPED PHOTOS WITH TAPE MEASURE VERIFICATION FOR ALL BURIED CONDUIT. 2.THE CONTRACTOR, UPON COMPLETION OF HIS WORK, SHALL PROVIDE AS-BUILT DRAWINGS. INFORMATION SHOULD BE GIVEN TO THE GENERAL CONTRACTOR FOR INCLUSION IN FINAL AS BUILT SURVEY DOCUMENTS TO BE GIVEN TO THE OWNER. 3.CONTRACTOR SHALL SUPPLY DOCUMENTATION ATTESTING TO THE COMPLETE GROUND SYSTEM'S RESISTIVITY (MAX. 5 OHMS). 4.AN ELECTRICAL INSPECTION SHALL BE MADE BY AN INSPECTING AGENCY APPROVED BY AT&T MOBILITY'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND OBTAIN POWER COMPANY APPROVAL. 5.CONTRACTOR SHALL HAVE ATS AND GENERATOR RELAY INSTALLATION AND CONNECTIONS INSPECTED BY OTHERS TO ENSURE THAT UL LISTING FOR THAT EQUIPMENT IS NOT VOIDED. NOTES TO CONTRACTOR: 1.THIS PROPOSAL IS FOR THE ADDITION OF A NEW GENERATOR ON A CONCRETE PAD TO AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY. 2.THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 3.THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITATION. NO HANDICAP ACCESS IS REQUIRED. 4.OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH BY AT&T TECHNICIANS. 5.OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6.ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7.CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 8.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTOR SHALL NOTIFY AT&T OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. GENERAL NOTES: A. GENERAL GENERAL NOTES 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE A-1 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB SITE PLANGRAPHIC SCALE 1 inch = 10 feet 0 5 10 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE A-2 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB EQUIPMENT PLAN CONSTRUCTION LEGEND SCOPE OF WORK NOTES · · · · · · · · · · · · · · · · · · GRAPHIC SCALE 1 inch = 4 feet 0 2 4 A B D C E F G 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE S-1 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB · · · · ·GENERAC 35FOUNDATION PLAN VIEW FOUNDATION SECTION A-A FOUNDATION DETAILS 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE E-1 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB NOTE: EMERGENCY STOP BUTTON SHALL BE MOUNTED AND WIRED PER MANUFACTURER'S SPECIFICATIONS DIAGRAM CIRCUIT SCHEDULE NO.FROM TO WIRES GROUND CONDUIT SIZE FUNCTION Pair #Colors AT&T Nomenclature GenDyn cards nomenclature 1 Blue White Generator Rupture Basin Critical Failure White 2 Orange White Generator Overfill Fuel Leak/Overflow White 3 Green White Generator Running Generator Running White 4 Brown White Generator Low Fuel Low Fuel White 5 Slate White Generator Shutdown Major Fault White 6 Red Blue Generator Common Minor Fault Red 7 BLUE WHITE WHITE Commercial Power Fail Commercial Power Fail white Commercial Power Fail Commercial Power Fail COLOR CODE CHART NOTE: VERIFY LOCATION OF ALL EQUIPMENT ON SITE PROPOSED WIRING DIAGRAM SCALE: NONE1 WIRING DETAILS 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE D-1 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB OUTER WALL PENETRATION DETAIL (IF APPLICABLE) SCALE: NONE2 EXISTING PANELS SCALE: NONE1 CADWELD DETAILS SCALE: NONE3 ● *CONTRACTOR TO UTILIZE NEXT AVAILABLE IN SEQUENCE SINGLE BREAKER POSITION FOR GENERATOR, BATTERY CHARGER, BATTERY HEATER, AND BLOCK HEATER. NOTE: CONTRACTOR TO LABEL WIRES WITH P-TOUCH OR SIMILAR LABELS ONLY. ABSOLUTELY NO HANDWRITTEN LABELS SECTION A - A NOTE: IF EXISTING CONSTRUCTION VARIES FROM THIS DETAIL, AN EQUAL 3-HOUR U.L. PENETRATION APPROPRIATE FOR THE EXISTING 2WALL TYPE SHALL BE CONSTRUCTED NOTE: GC SHALL USE NON-SHRINKING CAULK TO WEATHERSEAL ALL PENETRATIONS INTO OR THRU SHELTER WALL GENERATOR GROUNDING DETAIL SCALE: NONE4 UNDERGROUND ELEC/TELE CONDUIT STUB-UP GROUND WIRE CONNECTION DETAIL SCALE: NONE5 SCALE: NONE6 VOLTAGE 240 VOLTS MANUFACTURER NOT SPECIFIED MAINBREAKER 200 AMP PHASE MOUNT SHELTER BUSS RATING 200 AMPS ENCLOSURE TYPE NEMA 3R NEUTRAL BAR YES PANEL STATUS EXISTING NEUTRAL TO GROUND BOND YES SINGLE CKT LOAD DESCRIPTION BREAKER AMPS BREAKER POLES BREAKER STATUS 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 CKTLOAD DESCRIPTIONBREAKER AMPSBREAKER POLESBREAKER STATUS 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 PANEL, GROUNDING, & PENETRATION DETAILS 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE D-2 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB GRADE #2 BARE TINNED SOLID OR LARGER GROUND RING PER NFPA 70, ARTICLE 250-66 GROUND ROD. HARGER 5810 OR EQUAL 5/8"Ø x 8'-0" LONG, MIN. CONTRACTOR SHALL VERIFY WITH OWNER SPECIFICATIONS FOR MINIMUM SIZE OF GROUND ROD TO BE INSTALLED CADWELD UNISTRUT MOUNTING CHART WALL CONSTRUCTION TYPE USE FROST LINE GROUND RING SHALL BE INSTALLED AT GREATEST DEPTH POSSIBLE AND BELOW PERMANENT MOISTURE LEVEL NOTE: A LARGER CONDUCTOR SHALL BE REQUIRED IN AREAS HIGHLY PRONE TO LIGHTNING AND/OR AREAS WITH HIGHLY ACIDIC SOIL ANGLE OF GROUND ROD SHALL NOT EXCEED 45° NOTE: SEE RESISTIVITY REPORT FOR VERIFICATION AS AVAILABLE NOTE: GROUND RODS SHALL HAVE A MAXIMUM SPACING TWICE THE LENGTH OF ROD NOTE: GROUND RODS MAY BE: -COPPER CLAD STEEL -SOLID COPPER NOTE: GROUND RODS INSTALLED WITHIN CLOSE PROXIMITY TO TOWER OR WHEN SOIL IS AT OR BELOW 2,000 OHM-CM, SHALL BE GALVANIZED TO PREVENT GALVANIC CORROSION OF TOWER, (SEE ANSI/TIA-EIA-222-G) * INCLUDE TIME/DATE STAMPED PHOTOS WITH TAPE MEASURE DEPTH VERIFICATION. * CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. TYPE OF WIRING METHOD OR CIRCUITUSE THIS SECTION UNDER GRASS OR LAWN AREA USE THIS SECTION UNDER PAVEMENT OR VEHICLE TRAFFIC AREA RESTORE SURFACE TO ORIGINAL CONDITION UTILITY WARNING TAPE 4" BELOW GRADE ENTIRE LENGTH OF TRENCH RETURN ORIGINAL MATERIAL TO TRENCH, COMPACT AS NECESSARY TO PREVENT SERIOUS SETTLEMENT FOR NEW ELECTRICAL AND TELEPHONE SERVICES - SEE UTILITY AND SITE PLANS. PROVIDE APPROVED PULL BOXES AS REQUIRED AND COORDINATE INSTALLATION WITH ALL UTILITY COMPANIES FOR INTERFACING AT TERMINATION POINTS. PROVIDE FULL LENGTH PULL STRINGS (TYP) GRADE 9 (CA-6) GRAVEL COMPACT TO 95% STANDARD PROCTOR SAND MINIMUM COVER REQUIREMENTS, 0 TO 600 VOLTS, NOMINAL, BURIAL IN INCHES LOCATION OF WIRING METHOD OR CIRCUIT DIRECT BURIAL CABLES OR CONDUCTORS RIGID METAL CONDUIT OR INTERMEDIATE METAL CONDUIT 2" SAND 2" SAND MIN. DEPTH PER CHART DETAIL ON SHEET E-3 BASED ON CONDUIT TYPE CONDUCTOR BURIAL REQUIREMENTS2CONDUIT WALL MOUNT SCALE: NONE1 GROUND ROD DETAIL SCALE: NONE3 SCALE: NONE 1-5/8" P1000T UNISTRUT MOUNTED TO WALL (TYP OF 2) NEW AUTOMATIC TRANSFER SWITCH MOUNTED TO NEW UNISTRUT MOUNTING HOLES (TYP OF 4) UNISTRUT MOUNTING CHART WALL CONSTRUCTION TYPE USE NEW MECHANICAL CONNECTION WITH #2 AWG TO EXISTING GROUND RING INTERSECT ATS MOUNTING DETAIL SCALE: NONE4 INSTALL END CAPS (TYP.) ATS, CONDUIT, TRENCH, & GROUND ROD DETAILS 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE G-1 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB GENERAC 35 GENERATOR DETAILS 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE G-2 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB GENERAC 35 GENERATOR DETAILS 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE G-3 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB GENERAC 35 GENERATOR DETAILS 0 100% CDs DRAWING REVISIONS REV.DESCRIPTION DATE BY 1/6/23 ABB SHEET NO.: SHEET NAME: FA#: 10114777 USID: 88748 8492 81ST ST SOUTH COTTAGE GROVE, MN 55016 GENERATOR UPGRADE SERVICES, INC. BENCHMARK Phone: (812) 683-3049 PO Box 5 318 North Main Street Huntingburg, Indiana 47542 Consulting Engineers Land Surveyors 12906 SHELBYVILLE ROAD, STE. 230 LOUSIVILLE, KY 40243 502-653-6963 Wireless Services at&t JAMAICA AVENUE G-4 REVISION NUMBER 2 1 CHANGE GEN TYPE 9/18/23 MCB 2 ADD PRIVACY FENCE 12/1/23 MCB GENERAC 35 GENERAC ATS DETAILS 1 City Council Action Request 7.J. Meeting Date 4/17/2024 Department Parks and Recreation Agenda Category Action Item Title Glacial Valley Park - Vinco Final Payment Staff Recommendation Authorize Resolution 2024-060 repealing and replacing Resolution 2024-054 and issuing final payment to Vinco, Inc. in the amount of $7,513.59 for the Glacial Valley Park Building Project. Budget Implication $7,513.59. Glacial Valley Park Funds Attachments 1. Memo Vinco Final Payment Update 2. Updated Vinco Resolution 3. Vinco - Application 12 To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Zac Dockter, Parks and Recreation Director Date:April 17, 2024 Subject:Glacial Valley Park – Vinco Final Payment Introduction/Background This memo requests approval for a payment of $7,513.59 to Vinco, Inc., the electrical contractor for the Glacial Valley Park Building. The City of Cottage Grove has a direct contract with Vinco, Inc for this project. At the March 20, 2024, City Council Meeting a final payment of $78,902.37 was authorized by Council. However, it was later discovered that Change Order #3 in the amount of $7,607.71 issued to Vinco, Inc. on October 18, 2023, was not fully settled. Originally, the contract amount was $361,125.00. City Council approved changes totaling $31,050.55, increasing the total contract value to $392,175.55. To date, $384,661.96 has been paid toward the contract which includes a $96.12 credit from our allowance account. This leaves a remaining balance due of $7,513.59. Vinco, Inc. has completed all contractual obligations and provided the necessary closeout documentation. Staff recommends approving the payment of $7,513.59 from the project's budget contingency to cover the remaining balance of Change Order #3. Staff Recommendation Authorize Resolution 2024-060 repealing and replacing Resolution 2024-054 and issuing final payment to Vinco, Inc. in the amount of $7,513.59 for the Glacial Valley Park Building Project. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION NO. 2024-060 RESOLUTION REPEALING AND REPLACING RESOLUTION 2024-054 FOR FINAL PAYMENT TO VINCO, INC. IN THE AMOUNT OF $7,513.59 FOR CONTRACTED ELECTRICAL WORK AT THE GLACIAL VALLEY PARK BUILDING PROJECT WHEREAS, the City of Cottage Grove contracted Vinco, Inc. for electric work for the Glacial Valley Park Building Project in the amount of $361,125.00; and WHEREAS, change orders were authorized by the City Council in the amount of $31,050.55 bringing the total contract sum to $392,175.55; and WHEREAS, the City has made previous contract payments to Vinco, Inc. in the amount of $384,661.96; and WHEREAS, Vinco, Inc.’s work is completed satisfactorily in accordance to the contract and has supplied the appropriate contract closeout documentation. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the City of Cottage Grove approves final payment to Vinco, Inc. in the amount of $7,513.59 for contracted electrical work at the Glacial Valley Park Building Project. Passed this 17th day of April 2024. __________________________ Myron Bailey, Mayor Attest: ___________________________ Tamara Anderson, City Clerk 1 City Council Action Request 7.K. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title Easement Acquisition - East Point Douglas Road and Jamaica Avenue Reconstruction and Signal Project Staff Recommendation Approve the Stipulation of Settlement for Parcel 4 by and between Bryan Investments LLC and the City for the East Point Douglas Road and Jamaica Avenue Reconstruction and Signal Project and authorize payment of the balance of the settlement amount, $15,200.00. Budget Implication $15,200 - Project Funds Attachments 1. Council Memo - Approve Parcel 4 settlement 2. Stipulation of Settlement To:Mayor and Council Members From:Greta Bjerkness Date:April 17, 2024 Subject:East Point Douglas Road and Jamaica Avenue Reconstruction and Signal Project - Easement Acquisition Background: On October 19, 2022, by Resolution No. 2022-141, the City Council authorized City officers and agents to acquire easements for the Project by voluntary negotiation or through the use of eminent domain. Parcel 4 is now in condemnation, and we have negotiated the following settlement: •Parcel 4 (Aldi), 9010 Jamaica Avenue S. The City will pay the total sum of $24,500.00 in exchange for a full and final settlement of all claims arising from the takings and the Project. The City previously deposited $9,300.00 with the Washington County District Court for Parcel 4. $15,200.00 would be owed. It is recommended that the City Council approve the attached Parcel 4 Stipulation and authorize payment of the balance of the settlement amount. Action Item: Approve the Stipulation of Settlement for Parcel 4 by and between Bryan Investments LLC and the City for the East Point Douglas Road and Jamaica Avenue Reconstruction and Signal Project and authorize payment of the balance of the settlement amount, $15,200.00. STATE OF MINNESOTA DISTRICT COURT COUNTY OF WASHINGTON TENTH JUDICIAL DISTRICT Court File No. 82-CV-22-5397 Case Type: Condemnation City of Cottage Grove, a Minnesota municipal corporation, Petitioner, vs. The Hopkins Family Real Estate Trust; et al., Respondents. STIPULATION OF SETTLEMENT (Parcel 4) THIS STIPULATION OF SETTLEMENT (“Stipulation”) is made by and between Petitioner City of Cottage Grove (“City”) and Respondent Bryan Investments, LLC (“Owner”). RECITALS 1. The following recitals are a part of the parties’ Stipulation. 2. The City commenced the above-captioned action (“Condemnation Action”) to acquire certain real estate interests for its East Point Douglas Road and Jamaica Avenue Reconstruction and Signal Modification Project (“Project”). 3. Owner is the fee owner of the real property identified as Parcel 4 (the “Property”) on Exhibit A to the Court’s Findings of Fact, Conclusions of Law, and Order Granting Petition, Authorizing Payment or Deposit, and Transfer of Title and Right of Possession filed February 3, 2023 (“Condemnation Order”). An excerpt from Exhibit A pertaining to the Property is attached hereto and incorporated herein as Exhibit A. 2 4. Exhibit A identifies the following additional interests in the Property: a. Wells Fargo Bank, National Association holds a mortgage on the Property. b. Parcel 2 and Parcel 3 Respondents are named because Parcel 2 and Parcel 3 have easement interest in the Property. c. Aldi Inc. (Minnesota) is a tenant on the Property. 5. The City commenced the Condemnation Action to acquire permanent easements and temporary easements over portions of the Property (“Takings”) legally described in Exhibit A. 6. The City has deposited the sum of $9,300 with the Washington County District Court, in payment of the approved appraisal value for the Takings (“Deposit”). 7. The City and the Owner have reached a full and final settlement and compromise of the matters in dispute in this Condemnation Action. AGREEMENT NOW, THEREFORE, in consideration of their mutual promises and other good and valuable consideration, the parties stipulate and agree as follows: 8. Stipulation to Commissioners’ Award. The City and Owner agree to a commissioners’ award in the sum of $24,500.00 (“Settlement Amount”) from the court-appointed commissioners for all damages arising from the Takings and the Project in substantially the form attached hereto as Exhibit B (“Stipulated Award”). The City and Owner jointly request the Stipulated Award and will not appeal the Stipulated Award. All known respondents who may claim an interest in the Property will be given due notice of the commissioners’ hearing and the award that is filed by the commissioners. 9. Other Considerations. The parties agree to the following additional terms: 3 a. The Owner acknowledges that it will not have to relocate as a result of the Project. b. The Owner acknowledges that it has not disclosed an appraisal in connection with this settlement. c. Recital 4, above, identifies certain easement interests in the Property. The parcels that may be benefited by this easement are included in this Condemnation Action as Parcels 2 and 3. Parcels 2 and 3 have been compensated in their respective settlements with the City and the City has filed and recorded Final Certificates as to both Parcels 2 and 3. 10. Contingencies. This settlement is contingent upon the issuance of the Stipulated Award. This Stipulation shall be null and void if any of the following events occur: a. The court-appointed commissioners do not issue the Stipulated Award; or, b. Any other party appeals the Stipulated Award. 11. Payment of Settlement Amount. Within 15 business days after the expiration of the statutory period to appeal from the Stipulated Award, without an appeal having been filed, the City shall pay the balance of the Settlement Amount, $15,200.00, to the Owner, by delivering a check to Owner, payable to Owner. The Owner will furnish a W-9 to facilitate payment. 12. Deposit. The Owner will apply to the Court for disbursement of the Deposit. The City agrees that the Owner is solely entitled to the Deposit and any accrued interest. The City will not oppose a properly noticed application from the Owner for the Deposit. 13. Full and Final Compromise. The terms and conditions of this Stipulation constitute a full and final compromise of all matters in dispute that were or could have been raised in the Condemnation Action with respect to Property or the Project, including claims for just compensation, statutory damage remedies, interest, fees, and costs. In consideration of the 4 Settlement Amount and other terms and conditions of this Stipulation, the Owner waives and releases any and all claims they may have against the City in connection with the Condemnation Action. The Owner waives the right to all future service, notices and hearings in connection with the Condemnation Action. 14. Costs. Each party shall bear its own costs (including legal fees) incurred in connection with the Condemnation Action and the settlement thereof. The City will pay all filing and recording fees in connection with this settlement. 15. Entire Agreement. The undersigned state and represent that each has fully read this Stipulation and that each knows and understands the consequences and legal effect thereof. This Stipulation contains the entire agreement of the parties with regard to the Property. 16. Execution. The parties agree that this Stipulation may be executed in separate counterparts which, taken together, shall be and comprise one agreement. 17. Authority. The persons signing this Stipulation in their representative capacities represent and warrant by signing this Agreement that it is their intent to bind their respective principals to the terms and conditions set forth herein, that the persons signing in their representative capacity have been authorized to bind their respective principals to such terms, and that it is the respective principals’ intent to be so bound. [Remainder of page intentionally blank.] Dated: ------- Dated: ------- BRYANINVESTMENTS,LLC By: ��Lo,_.: Name: �Pt'N R . \_,tWl S. Title: \:'\M l\C:s€'R FREDRIKSON & BYRON, P.A. By: ____________ _ Patrick D.J. Mahlberg Steven J. Quam 60 South Sixth Street, Suite 1500 Minneapolis, MN 55402-4400 Attorneys for Bryan Investments, LLC 5 April 5, 2024 April 5, 2024 /s/ Patrick D.J. Mahlberg 6 CITY OF COTTAGE GROVE Dated: _____________________________________ Myron Bailey, Mayor _____________________________________ Tamara Anderson, City Clerk LeVANDER, GILLEN & MILLER, P.A. Dated: By: Greta Bjerkness, Lic. No. 0390575 Amanda J. Johnson, Lic. No. 0400128 1305 Corporate Center Drive, Suite 300 Eagan, MN 55121 (651) 451-1831 gbjerkness@levander.com ajohnson@levander.com Attorneys for Petitioner City of Cottage Grove A-1 EXHIBIT A Excerpt from Condemnation Order A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 B-1 EXHIBIT B Stipulated Award STATE OF MINNESOTA DISTRICT COURT COUNTY OF WASHINGTON TENTH JUDICIAL DISTRICT Court File No. 82-CV-22-5397 Case Type: Condemnation City of Cottage Grove, a Minnesota municipal corporation, Petitioner, vs. The Hopkins Family Real Estate Trust; et al., Respondents. AWARD OF COMMISSIONERS (Parcel 4) The undersigned commissioners, appointed by the above-named Court, having qualified according to law, make the following award of damages with respect to the Petitioner’s taking of property interests from Parcel 4 in the above-captioned matter, as of March 6, 2023, which is the date of taking: TO: Bryan Investments, LLC: $24,500.00 TO: All other respondents: $0.00 TOTAL DAMAGES TO ALL PARTIES: $24,500.00 This award of damages is made after notice of viewing, notice of hearing, and an opportunity for possible claimants to be heard; and it is based on the Stipulation of Settlement B-2 entered into between the Petitioner City of Cottage Grove and Respondent Bryan Investments, LLC, which the commissioners received and accepted. Dated: _ Commissioner Joel Seltz Commissioner Jeffrey Johnson Commissioner Richard Black 1 City Council Action Request 7.L. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title Goodview Avenue Ravine Stabilization Project - Final Payment Staff Recommendation Adopt Resolution 2024-062 approving the final payment in the amount of $2,444.26 paid to Pember Companies, Inc. for the Goodview Avenue Ravine Stabilization Project. Budget Implication $2,446.25 - SWWD Grant Funding and City Stormwater Utlilty Fund Attachments 1. Goodview Ravine Stabilization Final Payment Letter 2. Goodview Ravine Stabilization Final Payment Resolution 2024-062 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-5196 SEH is 100% employee-owned | sehinc.com | 651.490.2000 | 800.325.2055 | 888.908.8166 fax October 5, 2023 RE: Cottage Grove, MN Goodview Ravine Stabilization SEH No. COTTG 162976 Joe Fox, Project Engineer City of Cottage Grove 12800 Ravine Parkway S. Cottage Grove, MN 55016 Dear Mr. Fox: Please find enclosed the final application for payment for the referenced project. The quantities completed to date have been reviewed and we hereby recommend approval for final payment to Pember Companies in the amount of $2,444.26. This amount in addition to previous payments represents 100% of the work completed and material on hand, with 0% held for retainage. Also enclosed are IC-134 forms, lien waivers, and Consent of Surety to Final Payment. The final construction cost of the project is $244,425.75. The original contract was in the amount of $282,685.50 The $38,259.75 savings represents approximately a 14% savings to the original contract amount and was primarily a result of the following: 1. Quantity under-run for rip-rap in storm water drainage flume 2. Quantity under-run for hydro seeding We have reviewed the work performed on this site and have found it to be acceptable. We will review again within the contract’s warranty period and any issues will be addressed at that time as warranty items. If approved, please sign and forward payment, along with a copy of the signed pay application, to Pember Companies, retaining the original for City records. Sincerely, Brad Swanson Construction Manager Enclosures ATA Document G707"-1994 Consent Of Surety to Final Payment Bond#800073161 OWNER:□ ARCHITECT:□ PROJECT:(Name and address) Goodview Ravine Project;Project No. COTTG 162976 ARCHITECT'S PROJECT NUMBER: N/A CONTRACTOR:□ SURETY:□ OTHER:□ CONTRACT FOR:General Construction TO OWNER:(Name and address)City of Cottage Grove 7516 80th StS Cottage Grove.MN 55016 CONTRACT DATED: 6/01/2022 In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above,the {Insert name and address of Surety) Atlantic Specialty Insurance Company 605 Highway,169 North,Ste.800 Plymouth,MN 55441 ,SURETY, on bond of (Insert name and address of Contractor) PEMBER COMPANIES,INC. N4449 469th St Menomonie,WI54751 ,CONTRACTOR, hereby approves of the final payment to the Contractor,and agrees that final payment to the Contractor shall not relieve the Surety of any of its obligations to (Insert name and address of Owner) City of Cottage Grove 7516 80th StS Cottage Grove,MN 55016 ,OWNER, as set forth in said Surety's bond. IN WITNESS WHEREOF,the Surety has hereunto set its hand on this date:(Insert in writing the month followed by the numeric date and year.)Atlantic July 13,2023 lecialtv Insurance Company (Surety! A. (Signature of authorized representative) Connie Smith.Attomev-in-fact (Printed name and title) Attest: (Seal):Molli J.Hansen ,Witness AIA Document 0707"-1994.Copyright ©1982 and 1994 by The American Institute of Architects.All rights reserved.The “American Institute of Architects,” "AIA,"the AIA Logo,and “AIA Contract Documents”are registered trademarks and may not be used without permission.This document was produced by AIA software at 08:48:27 CT on 08/17/2022 under Order No.2114286418 which expires on 03/04/2023,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail copyright@aia.org. User Notes: 1 (3B9AOA65) intact Power of AttorneyINSURANCE KNOW ALL MEN BY THESE PRESENTS,that ATLANTIC SPECIALTY INSURANCE COMPANY,a New York corporation with its principal office in Plymouth, Minnesota,does hereby constitute and appoint:Michael J.Douglas,Robert Downey,Christopher M.Kemp,Kory Mortel,Eliot Motu,Connie Smith,Chris Steinagel,Samuel Duchow,each individually if there be more than one named,its true and lawful Attorney-in-Fact,to make,execute,seal and deliver,for and on its behalf as surety,any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof;provided that no bond or undertaking executed under this authority shall exceed in amount the sum of:unlimited and the execution of such bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof in pursuance of these presents,shall be as binding upon said Company as if they had been fully signed by an authorized officer of the Company and sealed with the Company seal.This Power of Attorney is made and executed by authority of the following resolutions adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved:That the President,any Senior Vice President or Vice-President (each an "Authorized Officer”)may execute for and in behalf of the Company any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and afBx the seal of the Company thereto;and that the Authorized Officer may appoint and authorize an Attorney-in-Fact to execute on behalf of the Company any and all such instruments and to affix the Company seal thereto;and that the Authorized Officer may at any time remove any such Attorney-in-Fact and revoke all power and authority given to any such Altorney-in- Fact. Resolved:That the Attorney-in-Fact may be given full power and authority to execute for and in the name and on behalf of the Company any and all bonds, recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and any such instrument executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed and sealed by an Authorized Officer and,further,die Attorney-in-Fact is hereby auUiorized to verify any affidavit required to be attached to bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof. This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved:That the signature of an Authorized Officer,the signature of the Secretary or the Assistant Secretary,and the Company seal may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing an Attorney-in-Fact for purposes only of executing and sealing any bond, undertaking,recognizance or other written obligation in the nature thereof,and any such signature and seal where so used,being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company to be affixed this first day of January,2023. tu,„ SEAL 1986 w, ;0o●Byo STATE OF MINNESOTA HENNEPIN COUNIT Sarah A.Kolar,Vice President and General CounselFt*●●II On this first day of January,2023,before me personally came Sarah A.Kolar,Vice President and General Counsel of ATLANTIC SPECIALTY INSURANCE COMPANY,to me personally known to be the individual and officer described in and who executed the preceding instrument,and she acknowledged the execution of the same,and being by me duly sworn,that she is the said officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the seal of said Company and that the said seal and the signature as such officer was duly affixed and subscribed to the said instrument by the authority and at the direction of the Company. ^ft ^^^■i-■ 'ALISON DWANNASH-TROUT NOTARYPUBLIC-MINNESOTA My Commission ExpiresJanuary31,2025 Notary Public ■O' I,the undersigned.Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY,a New York Corporation,do hereby certify that the foregoing power of attorney is in full force and has not been revoked,and .the resolutions set forth above are now in force, day of12^i lA . 1986 yO^'' Signed and sealed.Dated, mw. ■oo OV- This Power of Attorney expires January 31,2025 Kara L.B.Barrow,Secretary Please direct bond verifications to siiretv@intactinsiirance.com 9/15/23, 10:03 AM mndor.state.mn.us/tp/eservices/_/Retrieve/0/Dc/PbSyQz0H_68gxptGaswl4w__?FILE__=Print2&PARAMS__=334657752056193… https://www.mndor.state.mn.us/tp/eservices/_/Retrieve/0/Dc/PbSyQz0H_68gxptGaswl4w__?FILE__=Print2&PARAMS__=3346577520561934255 1/1 Contractor Affidavit Submitted Thank you, your Contractor Affidavit has been approved. Confirmation Summary Confirmation Number:1-445-484-128 Submitted Date and Time:15-Sep-2023 10:03:45 AM Legal Name:VIKING RESTORATION LLC Federal Employer ID:84-2225349 User Who Submitted:stcpayroll Type of Request Submitted:Contractor Affidavit Affidavit Summary Affidavit Number:1995526144 Minnesota ID:6836508 Project Owner:CITY OF COTTAGE GROVE Project Number:SEH NO. COTTG 162976 Project Begin Date:15-Nov-2022 Project End Date:15-Nov-2022 Project Location:COTTAGE GROVE - GOODVIEW AVE Project Amount:$6,034.25 Subcontractors:No Subcontractors Important Messages A copy of this page must be provided to the contractor or government agency that hired you. Contact Us If you need further assistance, contact our Withholding Tax Division at 651-282-9999, (toll-free) 800-657-3594, or (email) withholding.tax@state.mn.us. Business hours are Monday through Friday 8:00 a.m. to 4:30 p.m. Central Time. Please print this page for your records using the print or save functionality built into your browser. 9/15/23, 10:06 AM MN e-Services https://www.mndor.state.mn.us/tp/eservices/_/#27 1/2 Contact Us Taxpayer Rights Privacy & Security Use of Information Link Policy Contractor Affidavit VIKING RESTORATION LLC 84-2225349 Completed Confirmation # 1-445-484-128 Submitted 15-Sep-2023 10:03:45 AM by Melissa Schauer Completed 15-Sep-2023 10:03:45 AM Contractor Information Affidavit Number 1995526144 Contact Name Matt Vickerman Contact Phone (612) 750-3544 Minnesota ID 6836508 Project Information Project Number SEH NO. COTTG 162976 Project Dates Nov-2022 to Nov-2022 Project Owner CITY OF COTTAGE GROVE Project Owner Address 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE MN 55016 Who Worked My Employees Yes My Subcontractors Hiring Party Hiring Party PEMBER COMPANIES Hiring Party Address N4449 469TH STREET MENOMONIE WI 54751 History Contractor Affidavit actor Info  Project Info  Work  Hiring Party  Hiring Party Details  Summary  Previous  MN e-Services  CITY OF COTTAGE GROVE CITY COUNCIL RESOLUTION NO. 2024-062 RESOLUTION APPROVING THE FINAL PAYMENT IN THE AMOUNT OF $2,444.26 TO PEMBER COMPANIES, INC. FOR THE GOODVIEW AVENUE RAVINE STABILIZATION PROJECT WHEREAS, the City Engineer has certified that work has been satisfactorily completed; and WHEREAS, the original total contract amount was $282,685.50. The final construction cost was $244,425.75, which is $38,259.75 less than the contract amount. The reduced construction cost was primarily due to quantity under-runs for rip rap and hydro-seeding; and WHEREAS, the project has been satisfactorily completed in accordance with the contract plans and specifications. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that $2,444.26 is paid to Pember Companies, Inc. for the final payment for the Goodview Avenue Ravine Stabilization Project. Passed this 17th day of April 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.M. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title 2024 Water Conservation Program, SWWD Cooperative Agreement, and Water in Motion Work Order Staff Recommendation 1) Approve the Residential Smart Irrigation Controller Program Cooperative Agreement with SWWD. 2) Approve expenditures from the Water Utility Fund of up to $85,000 to supplement the SWWD contribution of $15,000 for implementation of the 2024 Water Conservation Program. 3) Approve the work order from Water in Motion. Budget Implication Up to $85,000 - City's Water Utility Fund and $15,000 - SWWD Grant Attachments 1. 2024 Water Conservation Programs CC Memo 2. 2024 Water Conservation Programs - Agreement with SWWD 3. 2024 Water Conservation Programs - Water In Motion Proposal To: Honorable Mayor and City Council Jennifer Levitt, P.E., City Administrator From: Joe Fox, P.E., Project Engineer Date: April 8, 2024 Re: 2024 Water Conservation Program, SWWD Cooperative Agreement, and the Water in Motion Work Order Background In August of 2017, the city received water conservation grant funds from the South Washington Watershed District (SWWD). The City used a portion of the grant funds to purchase and distribute 36 smart irrigation controllers for $135 each and resold them to the residents for $35 each . The controllers sold out nearly instantaneously and feedback from recipients was positive. In March of 2018, staff contacted SWWD to discuss interest in assisting the City with implemen- tation of a residential smart irrigation controller program. The SWWD agreed to contribute $15,000 to the city for this purpose. The city entered a Cooperative Agreement with SWWD and contrib- uted $5,250 for implementation of the program. The city purchased and distributed 200 smart irrigation controllers to residential users. In 2019, due to the success and popularity of the Smart Irrigation Controller Program, SWWD offered $25,000 to continue water efficiency and water conservation activities. With the additional financial support from SWWD and revenues from the Water Utility Fund, the City expanded water conservation and efficiency projects. The city purchased 220 smart irrigation controllers for around $135 and sold them to city residents for $35. In each of the last four years (2020-2023), the SWWD provided $25,000 grants for smart irrigation controllers. The city purchased 150 controllers in each year and sold them for $35. In 2023, there appeared to be less interest in the program. In 2024, the city has received $15,000 from the SWWD for funding to purchase 90 controllers for resale. In addition to the irrigation controllers, the city’s water efficiency program has in the last few years offered assessments of irrigation systems at no cost to residents, HOAs, and businesses. Water in Motion, an experienced irrigation contractor, conducts the assessments. They look for cost- effective ways to reduce water usage such as fixing broken sprinklers and upgrading to water- efficient irrigation equipment. The city offers reimbursements to HOAs and businesses to help cover the costs of upgrading to an irrigation system that uses less water while maintaining a healthy lawn. Honorable Mayor, City Council, and Jennifer Levitt Approve the 2024 Water Conservation Program; SWWD Cooperative Agreement; and the Water in Motion Work Order April 8, 2024 Discussion The City’s 2024 Water Conservation Program consists of the following: 1. Smart Irrigation Controller Program: Total Estimated Cost: $15,000. Partner with SWWD to purchase and distribute 90 additional smart irrigation controllers to private residential property owners (see attached SWWD agreement). 2. Irrigation Assessments: Total Estimated Cost: $15,000. This year the city would like to offer assessments of irrigation systems to HOAs, commercial sites, and single-family homeowners. Water in Motion will conduct the assessments. The as- sessments are provided at no cost to the residents or business owners and with no obligation to follow through on the recommendations. 3. Irrigation Retrofit Cost-Share: Total Estimated Cost: $60,000. Staff will partner with HOAs and owners of commercial sites to implement recommendations made in irrigation assessments. Retrofit and efficiency upgrade opportunities will be funded with a 50/50 cost share. The city’s cost participation would equate to 50 percent of costs, not to exceed $12,000, per project. The budget would allow the city to help five properties upgrade their irrigation systems. 4. Irrigation Conservation Program Administration: Total Estimated Cost: $8,000. Water in Motion will also review HOA irrigation retrofit proposals for the cost-share program. 5. Water Conservation Information Insert into city newsletter: Total Estimated Cost: $2,000 Funding for these water conservation efforts will come from the SWWD grant and the city’s Water Utility Fund. Recommendation It is recommended that the City Council approve: 1) The Residential Smart Irrigation Controller Program Cooperative Agreement with SWWD; 2) Expenditures from the Water Utility Fund of up to $85,000 to supplement the SWWD contribu- tion of $15,000 for implementation of the 2024 Water Conservation Program. 3) The work order from Water in Motion. SOUTH WASHINGTON WATERSHED DISTRICT – CITY OF COTTAGE GROVE RESIDENTIAL IRRIGATION CONTROLLER PROGRAM COOPERATIVE AGREEMENT Page 1 of 5 THIS AGREEMENT, by and between the South Washington Watershed District, a political subdivision of the State of Minnesota, herein after referred to as the “SWWD”, and the City of Cottage Grove, a political subdivision of the State of Minnesota, hereinafter referred to as the “City.” Hereinafter, SWWD and City shall collectively be referred to as the “Parties.” RESIDENTIAL IRRIGATION CONTROLLER PROGRAM COST PARTICIPATION AGREEMENT (“Agreement”), dated _________, 2024, between South Washington Watershed District, 2302 Tower Drive, Woodbury, MN 55125, and the City of Cottage Grove, 12800 Ravine Parkway South, Cottage Grove, MN 55016. RECITALS A. The City and SWWD have a mutual interest in the management of the groundwater resources in southern Washington County. B. The City and SWWD have been included in the Minnesota Department of Natural Resources North & East Groundwater Management Area (N&EGWMA). C. The N&EGWMA extends beyond the municipal boundary of the City and the SWWD. D. A key element of the N&EGWMA plan is groundwater conservation. E. The City manages its water supply system to provide adequate supply for many users. F. The City and SWWD have partnered on several water conservation efforts in the past. G. The City adopted the Cottage Grove Water Conservation Plan on November 2, 2016, and the City adopted water conservation based policy through new conservation based water rates on December 20, 2017, and updated on December 19, 2018. H. The SWWD has established a goal in the SWWD Watershed Management Plan to “implement conservation efforts to ensure long term viability of groundwater resources in South Washington County,” adopted October 1, 2016. I. The Washington County groundwater plan establishes a goal to “manage the quality and quantity of groundwater in Washington County to protect health and ensure sufficient supplies of clean water to support human uses and natural ecosystems,” adopted September 23, 2014. J. The City and SWWD desire to pursue innovative means to achieve greater groundwater conservation using smart technology developed for residential, commercial, and municipal irrigation systems. K. The City and SWWD desire to pursue public outreach and educational opportunities to further inform the community of best water use practices, water conservation and water efficient landscapes. South Washington Watershed District Agreement #2024-xxx SOUTH WASHINGTON WATERSHED DISTRICT – CITY OF COTTAGE GROVE RESIDENTIAL IRRIGATION CONTROLLER PROGRAM COOPERATIVE AGREEMENT Page 2 of 5 THEREFORE, in consideration of the mutual promises set forth herein and other good and valuable considerations, the SWWD and the City agree as follows: I. City of Cottage Grove RESPONSIBILITIES: A. Program Implementation. The City will implement a residential irrigation controller program by obtaining smart irrigation controllers, advertise its residential irrigation controller program to residents in its newsletter, on its website, and on its social media platforms; sell the smart irrigation controllers at a reduced price to City residents; verify installation as needed; and after distribution and installation of the controllers, the City will monitor water use and savings. B. Funding. The City will receive grant funding from the SWWD for the sole purpose of implementing and maintaining the City’s Residential Irrigation Controller Program. Funding received from the SWWD may only be used for irrigation systems within the City and SWWD boundary and must be maintained in a separate fund. C. Schedule. The City will seek participation in the City’s Residential Irrigation Controller Program from residents within the City and the SWWD boundaries. II. South Washington Watershed District RESPONSIBILITIES: A. Funding. The SWWD will provide funding to the City in the amount of $15,000 during the term of this Agreement toward the City’s implementation and administration of its Residential Irrigation Controller Program. The SWWD will provide payment of the funds to the City upon SWWD’s receipt of an invoice from the City for the amount due. SWWD funds may only be used for residential irrigation controller systems within the SWWD boundary. B. Schedule. The SWWD will participate in the implementation and administration of the City’s Residential Irrigation Controller Program on an as needed basis as determined by the City and SWWD. III. MISCELLANEOUS: A. Relationship of Parties. Nothing contained in this Agreement is intended or shall be construed in any manner as creating or establishing a joint powers relationship, partnership, joint venture, or agency relationship between the Parties. B. Employees. The City and SWWD represents that it has, or will secure at its own expense, all personnel and/or contractors required for the performance of this Agreement. Any and all personnel, contractors of the City or SWWD shall not be deemed to have any contractual relationship with either the non-contracting City or SWWD and shall not be considered employees of either the non-contracting City or SWWD for any purpose. C. Liability. Except if arising from or out of SWWD’s fault or negligence, City agrees to indemnify and defend the SWWD, its successors, and assigns against and will hold harmless the SWWD, its successors and assigns from any claims, expenses or damages, including attorneys’ fees, arising from City performance of this Agreement. SWWD agrees to indemnify and defend the SOUTH WASHINGTON WATERSHED DISTRICT – CITY OF COTTAGE GROVE RESIDENTIAL IRRIGATION CONTROLLER PROGRAM COOPERATIVE AGREEMENT Page 3 of 5 City, its successors, and assigns against and will hold harmless the City, its successors and assigns from any claims, expenses or damages, including attorneys’ fees, arising from SWWD’s performance of this Agreement. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of SWWD and City, they shall be borne by each party in proportion to its own negligence. D. Assignment or Modification. This Agreement shall be binding upon and inure to the benefit of City and the SWWD, and their respective successors and assigns; provided, however, that neither party may assign this Agreement without the prior written consent of the other. Any modification, alteration, amendments, deletions, or waivers of the provisions of this Agreement will be valid only when mutually agreed upon in writing by both parties. Any such waiver shall not affect the waiving party’s rights with respect to any other or further breach. City’s use of contracted services to meet its obligations under this contract shall not be construed to be an assignment. E. Term. The term of this Agreement shall commence on the date written in the second paragraph of this Agreement and shall continue until December 31, 2024. This Agreement will be effective as of the date all of the signatures required below have been provided. F. Data Practices. All data collected, created, received, maintained, or disseminated for any purposes by the activities of either party because of this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as amended, the Minnesota Rules implementing such act now in force or as adopted, as well as federal regulations on data privacy. Each party to this Agreement shall respond to data requests made directly to it. G. Records. Both Parties agree that either of them or any of their duly authorized representatives at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc., which are pertinent to the accounting practices and procedures of the Parties to this Agreement and invoice transactions relating to this Agreement. H. Termination. a. Termination by Either Party. This Agreement may be terminated by either party upon thirty (30) days’ written notice delivered to the other party to the addresses listed in the second paragraph of this Agreement. Upon termination under this provision, if there is no default by the City, City shall be reimbursed for any expenses incurred in the implementation or administration of the City’s Residential Irrigation Controller Program until the effective date of termination. b. Termination Due to Default. This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. SOUTH WASHINGTON WATERSHED DISTRICT – CITY OF COTTAGE GROVE RESIDENTIAL IRRIGATION CONTROLLER PROGRAM COOPERATIVE AGREEMENT Page 4 of 5 I. Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. J. Severability. If any term of this Agreement is found to be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. K. Entire Agreement. This Agreement constitutes the entire agreement of the Parties and supersedes all prior communications, understandings and agreements relating to the subject matter hereof, whether oral or written. [The remainder of this page is intentionally left blank] 4-9-2024 Outdoor Water Use, Reuse, Design, Consulting & Water Management 175 James Avenue North, Minneapolis, MN 55405 | 763 -559-1010 | www.watermotion.com Water in Motion, Inc. proudly employs EPA WaterSense® Partners Page1 PROFESSIONAL SERVICES PROPOSAL DATE: April 04, 2024 TO: Mr. Joe Fox, Project Engineer joefox@cottagegrovemn.gov City of Cottage Grove, Minnesota desk 651-458-2826 FROM: Tim Malooly, US EPA WaterSense Partner RE: 2024 Cottage Grove Water-Efficiency Program participation Background and Work The City of Cottage Grove chooses to build upon past work in outdoor water use efficiency actions and education among identified high water users in the City of Cottage Grove. The City continues its program of outdoor water use (primarily landscape irrigation) system assessments, reporting and recommendations including incentivized actions on the part of participants to improve water use efficiency. 2024 Cottage Grove Water Efficiency Program Breakdown 1 Smart irrigation controllers (C Grove) $ 15,000 2 Existing Irrigation System Assessments (HOA, Residential, Commercial) (WiM) $ 15,000 3 Commercial & HOA Irrigation Retrofit cost share (@ $10,000) (C Grove via WiM admin) $ 60,000 4 Irrigation Efficiency program administrative costs (WiM) $ 8,000 5 May water conservation insert in newsletter (C Grove) $ 2,000 Total $ 100,000 WiM work in 2024 will include Budget Sections: • 2 - existing landscape irrigation system assessments with reports among interested applicants • 3 - approval of cost-share applications and improvement verifications at current and previous participant locations • 4 – Irrigation efficiency program administration Budget Section 2 ($15,000) – Existing Irrigation System Assessments Water in Motion plans to conduct existing system assessments with reports for residential, homeowner association or commercial/institutional partiipants on a first-come, first-served basis generally as follows: 1. Residential/light commercial - assume $500 per acre, $500 minimum fee if scheduled efficiently* 2. Commercial/Institutional/HOA – assume $1,200 per acre, $2,400 minimum . * Residential assessments and reports are generally, less intensive to compile than other property types. Mr. Joe Fox April 04, 2024 Outdoor Water Use, Reuse, Design, Consulting & Water Management 175 James Avenue North, Minneapolis, MN 55405 | 763 -559-1010 | www.watermotion.com Water in Motion, Inc. proudly employs EPA WaterSense® Partners Page2 STEP 1 – Refine project process Water in Motion will work with our Client to: • finalize project scope and participation parameters including: o 2024 project timing o 2024 cost-share parameters including: ▪ What actions or products are eligible ▪ Application form(s) updates ▪ Obligations of the system owner ▪ Obligations of the City ▪ Approval, installation, verification and reimbursement process STEP 2 – arrangements among participants WiM will introduce the program goals and benefits, timing and expectations to new potential participants. The introduction will introduce Water in Motion as the entity selected by the City to administer the project and conduct all work. WiM can help interested past HOA report recipients to submit proposals to implement cost-share-worthy improvements per 2024 program guidelines and available cost-share funding. STEP 3 - fieldwork Water in Motion will conduct “Stage One” landscape Irrigation assessments upon the participant locations. A Stage One assessment includes a walk-through of the subject irrigation system, inventory of key equipment, observations/evidence of the condition, maintenance and scheduling practices. Fieldwork will include but, is not necessarily limited to: • Review of record documentation, if available • Observation of major system components and performance • Operation and walk-through of the irrigation system; completly or a representative sample • Photo evidence where beneficial to the assessment report A Stage One assessment does not include catch-can data although, the auditor(s) may choose to complete a representative sample using catch-can data if deemed by the auditor(s) as important to the assessment report. Data collection methods will be by US EPA WaterSense® accredited landscape irrigation auditor(s) and will follow auditing best practices and real-world experiences of the individual assessor(s). Data collection means will include paper, electronic and photography. Mr. Joe Fox April 04, 2024 Outdoor Water Use, Reuse, Design, Consulting & Water Management 175 James Avenue North, Minneapolis, MN 55405 | 763 -559-1010 | www.watermotion.com Water in Motion, Inc. proudly employs EPA WaterSense® Partners Page3 STEP 4 - reports Following assessments, a summary report will be furnished electronically to participants. The report will build upon 2023 reporting format and may include summarized observations, photo evidence and recommendations including: o System design observations of: ▪ Sprinkler and nozzle selection ▪ Hydraulics observations ▪ System wiring and controls o Equipment condition o Observed effectiveness of irrigation system vs the landscape being served o Observed maintenance practice outcomes o Observed scheduling practices o Suggested prioritized repairs/updates/retrofits with basic cost/benefit information o General guidance related to proper system maintenance practices o General guidance to proper system scheduling practices o Guidance to apply for available cost-share opportunities to improve system efficiency based on available funds and approved actions or products Reports will not include the following: o Station map o Specific maintenance guidance o Specific irrigation scheduling guidance o Specific budgets for each recommended action BUDGET SECTION 3 – ($60,000) Commercial & HOA Irrigation Retrofit cost share Water in Motion will assist interested participants in pursuing cost-share actions, up to $12,000 per property, to improve outdoor water use efficiency based on assessment report recommendations. STEP 1 – Cost-Share application review For homeowner association and commercial/institutional participants, Water in Motion will furnish up to one hour of consulting time to: • help participants assemble cost-share applications using existing City approved forms • review and approve applications or return applications with comments to applicants • for homeowner participants, WiM will furnish phone-based support related to cost-share actions. Mr. Joe Fox April 04, 2024 Outdoor Water Use, Reuse, Design, Consulting & Water Management 175 James Avenue North, Minneapolis, MN 55405 | 763 -559-1010 | www.watermotion.com Water in Motion, Inc. proudly employs EPA WaterSense® Partners Page4 STEP 2 – Verification of approved cost-share installations All homeowner association and commercial/institutional property cost-share actions will be subject to verification as a condition of cost-share reimbursement. For approved cost-share projects at homeowner associations or commercial/institutional properties, Water in Motion will: • verify proper installation and commissioning/programming of improvements • process paperwork required by the City to release partnership funding Not included: • Water in Motion time and expertise to specify enhancements for system owner(s) or to install or oversee the installation of enhancements is available to system owners for additional fees but, not included in this Work scope. Budget Section 4 ($8,000) – 2024 Irrigation Efficiency program Administration Water in Motion estimates this budget element to include: • List refinement • Documents updating • Outreach and appointments/scheduling • Site verification of approved improvements to authorize (or refuse) partnership payments • General administrative and recordkeeping We are pleased to work with you. If you have any questions or comments regarding any part of this proposal, please contact me at 952-229-1911, or email, timm@watermotion.com. Best Regards, Timothy Malooly Water In Motion, Inc. 2008 US EPA WaterSense Partner of the Year ACCEPTANCE By: ___________________________________________ ________________________________ Signature Position ___________________________________________ ________________________________ Printed name Date Award-Winning Professionals in Outdoor Water Use, Reuse, Consulting & Water Management 175 James Avenue North | Minneapolis, MN 55405 | 763.559.1010 | www.watermotion.com Water in Motion proudly employs EPA WaterSense® Partners. 2024 Landscape Irrigation Assessment & Audit – Programming & Pricing Guidance Assessments or audits are conducted by an EPA WaterSense® Partner who is also a Certified Landscape Irrigation Auditor (CLIA). Depending on the work, a full system operation or representative samples of irrigated areas may be undertaken. Visual observations of drip and micro irrigation, if any, are included. A Stage 1 irrigation assessment is the most common form of irrigation system evaluation. The assessor will visually observe and document system performance by operating the irrigation system and noting system characteristics, components, scheduled run times, design and condition. Systems may be assessed entirety or from a representative sample depending on budget and other factors. A report with recommendations is furnished. A Stage 2 irrigation assessment, a.k.a “audit” is more in-depth than a Stage 1 assessment and involves intensive, systematic and defensible documentation of system performance based upon generally accepted practices, processes and formal auditing procedures. The consultant will catalogue major system characteristics and components including scheduled run times, zone/station layouts, water flow, pipe sizing, nozzle selections, system wiring and controls, etc. One or more catch-can samples will be taken, depending on budget and other factors. A Stage 2 Landscape Irrigation Audit report will include calculations such as application rate, root zone depth and other measurables. Pricing Guidance for Programming Development, Preparation or updating New water-efficient program development and preparation or updates of existing programs require consulting time prior to and independently of assessments. Such consulting time is billable independently of assessment pricing. Stage 1 Assessment Pricing Reference Guidance 1) Single-family Residential a) Pricing assumes efficient scheduling of client-furnished pre-identified and interested participants; not less than 4 assessments scheduled and conducted consecutively on a given day. b) Should a project include WiM staff identifying interested persons and scheduling appointments, administrative time will be added to the overall project to account for the administrative work required to assemble and execute assessment schedules. c) $500 per system for small systems with pressure piping sizes ¾” - 1 ¼ and one-acre or less with 1 water source and 1 controller; site not to exceed 16 total stations of irrigation. Add $25 per station over 16 stations. Add $250 for stormwater BMP-based systems. 2) Stand-Alone multi-family residential systems up to six-plex structures/Light commercial (ex. convenience store, branch bank or similar) $750 for small systems with pressure piping sizes ¾” - 1 ¼“ and one-acre or less with 1 water source and 1 controller; site not to exceed 16 total stations of irrigation. Add $25 per station over 16 stations. Add $500 for stormwater BMP-based systems. 3) Other systems including multi-family, HOA, commercial and government properties a) $1,200 per acre for systems with pressure piping sizes 1 ½” - 2“ and up to 2 water sources and up to 2 controllers; site not to exceed 24 total stations of irrigation. Add $50 per station over 24 stations. Add $750 for stormwater BMP-based systems. b) Large systems with trunk piping size greater than 2 ½“ require a custom quote. Stage 2 Audit Pricing Reference Guidelines Requires custom quote(s) Award-Winning Professionals in Outdoor Water Use, Reuse, Consulting & Water Management 175 James Avenue North | Minneapolis, MN 55405 | 763.559.1010 | www.watermotion.com Water in Motion proudly employs EPA WaterSense® Partners. 2024 Professional Service Rates Consulting Principal $213.19 per hour Senior Consultant Hourly Rate $213.19 per hour Consultant Hourly Rate $180.00 per hour Project-based Rates Determined per opportunity. (ex. Master Planning, Central Control/Water Management technology, etc.) as arranged or generally 8%-10% of budget in excess of $200K project budget and other considerations Site Assessment/auditor $180.00 per hour – see also a separate WiM Assessment Rate Guidance Sheet Driving Travel Rate Consultant rate, 15 minutes minimum Expenses invoiced as incurred Design Services CAD Designer $131.00 per hour GPS plotting $131.00 per hour plus equipment fee Plotting 22x34 (color) $60.00 per sheet for plot paper, plotter ink, etc. Plotting 34x44 (color) $110.00 per sheet for plot paper, plotter ink, etc. Plotting 22x34 (b/w) $4.50 per sheet for plot paper, plotter ink, etc. Plotting 34x44 (b/w) $8.25 per sheet for plot paper, plotter ink, etc. Cad file to disc/flash drive $10.00 per disc/flash drive Project Support Sr. Project Manager $213.19 per hour Project Manager $180.00 per hour Specification Writer $180.00 per hour Administrative/clerical $78.19 per hour Documents Project-Specific Specifications Varies, plus printing/publishing RFP’s, RFQ’s, ASI Varies, plus printing/publishing Report writing Varies, plus printing/publishing Printing (8.5 x 11) $1.00 per sheet Presentation & Training Services Board Presentations Varies, (min 2 hrs.) plus preparation work & travel expenses Custom Presentation $3,000.00 (up to 2 hrs.) plus travel expenses Prepackaged presentation $1,800.00 (up to 2 hrs.) plus travel expenses Training Varies Service rates listed are intended as guidance, per person plus expenses as applicable. Additional rate classifications may be used depending on specific client and project requirements. Reimbursable charges such as permitting fees, subcontractor charges, per diem costs, printing, etc., are additional. Rates and titles for new work are subject to change during the year without prior notice. NOTE: All applicable taxes will be added to the rates and are additional charges. Rules are subject to changes annually to reflect inflation. M:\1 PROJECT PROPOSALS\1 SALES AND PRICING RESOURCES 1 City Council Action Request 7.N. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title Municipal State Aid Street System Revision Staff Recommendation Adopt Resolution 2024-061 approving the modifications to the Cottage Grove Municipal State Aid Street System. Budget Implication N/A Attachments 1. MSA Revision CC Memo 2. MSA Revision Map 3. MSA Revision Resolution To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Amanda Meyer, PE, City Engineer Date: April 8, 2024 Re: Municipal State Aid Street System Revision Background Located throughout Cottage Grove is a system of Municipal State Aid streets, which is made up of roadways ranging from local collectors such as Hillside Trail, to arterial roadways such as 80th Street. Cities are allotted miles of roadway to designate as MSA routes, equal to 20 percent of their overall street mileage. By designating streets in town as MSA routes, the City receives funding each year to be used on these roadways. Discussion Currently Cottage Grove has 38.44 miles designated as MSA routes, as shown in the attached figure. Due to recent growth in the City, resulting in an expansion of the street system, there are 2.52 miles that can be designated as new MSA routes. By designating additional miles as MSA routes, this will increase the amount of MSA funding that the City receives in future years. Based on a review of Cottage Grove’s roadway network with MnDOT, the follow ing roads have been approved to be added to the MSA system. • Joliet Avenue – from Indian Boulevard to Ravine Parkway • Indian Boulevard – from Keats Avenue to Future Ravine Parkway • 90th Street – from Jamaica Avenue to East Point Douglas Road • Hadley Avenue – from 65th Street to the City Limits These roadways meet the requirement of connecting to other MSA or County State Aid routes and are shown in more detail in the attached figure. A couple of items to note include that the section of Indian Boulevard will be designated as non-existing following State Aid rules, and the City of Woodbury will also be designated Woodlane Drive north of the City Limits to ensure a continuous MSA route with Cottage Grove’s Hadley Avenue. These additions total 2.33 miles, which will leave 0.19 miles to allow for future minor modifications of the system as needed. Recommendation It is recommended the City Council adopt Resolution 2024-061 approving the modifications to the Cottage Grove Municipal State Aid Street System. 3 2 1 4 2023 MSA BALANCE 2.52 MI DESIGNATION OPTIONS (2.33) MI LEGEND MSA ADDITION/ REVISION CITY OF COTTAGE GROVE MSA REVISIONS 4/1/2024 ADDITIONS 1 JOLIET AVE S.0.98 MI 2 INDIAN BLVD S.0.41 MI 3 90TH ST S.0.47 MI 2.33 MI 4 HADLEY AVE 0.47 MI NEW 2024 BALANCE 0.19 MI CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-061 RESOLUTION APPROVING MUNICIPAL STATE AID STREET SYSTEM REVISION Pursuant to due call and notice thereof, a regular meeting of the City Council of the Cottage Grove, Minnesota, was held in the Council Chambers of said City on the 17th day of April 2024 at 7:00 p.m. Members present: Mayor Bailey, Councilmember Olsen, Councilmember Thiede, Councilmember Khambata, Councilmember Garza Members absent: None WHEREAS, it appears to the City Council of the City of Cottage Grove that the streets hereinafter described as designations be designated as a Municipal State Aid Street under the provisions of Minnesota law. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage Grove that the roads described as follows, to wit: Designations: Joliet Avenue – Indian Boulevard to Ravine Parkway Indian Boulevard – Keats Avenue to Ravine Parkway 90th Street – Jamaica Avenue to East Point Douglas Road Hadley Avenue – 65th Street to City Limits be, and hereby are established, located, and designated as a Municipal State Aid Street of said City, subject to the approval of the Commissioner of Transportation of the State of Minnesota, and BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner of Transportation for consideration, and that upon approval of the designation of said road or portion thereof, that the same be constructed, improved, and maintained as a Municipal State Aid Street of the City of Cottage Grove, to be numbered and known as a Municipal State Aid Street. Passed this 17th day of April 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.O. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title Shoppes of Cottage View Grant Signature Authorization Staff Recommendation Adopt Resolution 2024-065 authorizing Ryan Burfeind to sign all necessary forms related to the Shoppes at Cottage View CPF Grant as the Authorized Representative for the grant agreement process. Budget Implication N/A Attachments 1. Shoppes CPF Grant Signature Authorization_2024-4-17 2. CPF Grant Signature Authorization Resolution To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Ryan Burfeind, PE, Public Works Director Date:April 11, 2024 Re:Shoppes at Cottage View – CPF Grant Signature Authorization Background In 2021, the City of Cottage Grove applied for a federal Community Project Funding (CPF) grant to assist with the cost of construction of city infrastructure at Shoppes at Cottage View. This infrastructure would largely include Cottage View Drive, a portion of Ravine Parkway, along with all of the necessary public utilities to serve the development. The City was ultimately awarded $3,000,000 in funding for the project. Discussion Since award of the grant, City Staff have been working through the extensive process to get a grant agreement in place. This grant funding ultimately came through a Department of Housing and Urban Development (HUD) grant process. As part of the process, an Authorized Representative (AR) is required from the City. This person is ultimately responsible for ensuring everything is completed properly, with tasks ranging from grant agreement processing to environmental review. With my role as Public Works Director, I am listed as the AR for this grant. Given the duties of the AR, it needs to be a City staff member. Due to the HUD rules that govern the grant process, the AR also needs to be the person who signs the grant agreement, instead of the Mayor. This grant agreement was approved by the City Council on October 4, 2023. Following approval, there was additional documentation that needed to be completed before it could be sent into HUD. Now that the grant is ready for signature, the City Council needs to pass a resolution authorizing me to sign the grant, along with any other necessary forms, as the AR. As a reminder, the City will have until August 31, 2030 to expend all grant dollars. Recommendation It is recommended the City Council adopt resolution 2024-065 authorizing Ryan Burfeind to sign all necessary forms related to the Shoppes at Cottage View CPF Grant as the Authorized Representative for the grant agreement process. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-065 RESOLUTION AUTHORIZING RYAN BURFEIND TO SIGN ALL NECESSARY FORMS RELATED TO THE SHOPPES AT COTTAGE VIEW GRANT AS THE AUTHORIZED REPRESENTTIAVE FOR THE GRANT AGREEMENT PROCESS WHEREAS, the City of Cottage Grove received a $3,000,000 Community Project Funding Grant for the Shoppes at Cottage View Project; and WHEREAS, funds are being distributed through a Department of Housing and Urban Development grant process; and WHEREAS, Public Works Director Ryan Burfeind is the Authorized Representative for the grant; and WHEREAS, the Authorized Representative is required to sign the Grant Agreement with the department of Housing and Urban Development; and NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, authorizes Ryan Burfeind to sign all necessary forms related to the Shoppes at Cottage View CPF Grant as the Authorized Representative for the grant agreement process. Passed this 17th day of April, 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.P. Meeting Date 4/17/2024 Department Community Development Agenda Category Action Item Title Drainage and Utility Easement - 7560 Harkness Aveue & 7675 Hardwood Avenue Staff Recommendation Approve the Permanent Drainage and Utility Easement at 7675 Hardwood Avenue South. Budget Implication Attachments 1. 2024-4-17 Hislop CC Memo_Easement 2. Permanent Drainage and Utility Easement 4-12-24 TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Emily Schmitz, Community Development Director DATE: April 12, 2024 RE: Drainage and Utility Easement – 7560 Harkness Avenue & 7675 Hardwood Avenue Background/Discussion The View apartment project was approved in 2021 on property located at 7675 Hardwood Avenue. As part of the review and approval process, the developer worked with the adjacent landowner to the north (Hislop) to provide additional screening and buffering to the residence with a row of coniferous trees along the northern property line. A large number of existing trees were preserved along the north boundary, so a natural buffer was maintained. At such time a survey was completed and staked on site, it was noted the adjacent property owner (Hislop) had been maintaining a small portion of the adjacent property (The View). The property owner of The View and the Hislop’s have been working together to coordinate a boundary adjust- ment in order for the Hislop’s to own the area they have been maintaining. Honorable Mayor, City Council, and Jennifer Levitt Drainage and Utility Easement – 7560 Hardwood Avenue April 17, 2024 Page 2 of 2 The Property owners have proposed adjusting their southerly property line as outlined below: Proposed Survey Drainage and Utility Easement Along with the proposed adjusted property line, a standard drainage and utility easement is required to be provided 10 feet on either side of the newly created property line. This easement will be recorded prior to the recording of deeds creating the lot split therefore, at such time the lot line is adjusted the drainage and utility easement will be existing on either side of the property line. Recommendation It is recommended that the City Council approve the Permanent Drainage and Utility Easement at 7675 Hardwood Avenue South. 1 PERMANENT DRAINAGE AND UTILITY EASEMENT The undersigned Landowner for and in consideration of One and no/100 Dollars ($1.00) and other good and valuable consideration, the receipt whereof is hereby acknowledged, does hereby grant and convey to the City of Cottage Grove (“City”) a permanent easement (“Permanent Easement”) under, over, across, through and upon the following described land situated in the County of Washington, State of Minnesota, to wit: PROPERTY DESCRIPTION: Real property in Washington County, Minnesota, described as follows: Lot 1, Block 1, Harkness Apartments. Abstract Property PID: 0802721320031 (“Landowner’s Property”). PERMANENT EASEMENT DESCRIPTION The Landowner does hereby grant and convey unto the City, its successors and assigns, the following: A permanent easement for utility and drainage purposes and all such purposes ancillary, incident or related thereto (hereinafter “Permanent Easement”) under, over, across, through and upon that real property legally described on Exhibit A and depicted on Exhibit B, (hereinafter the “Permanent Easement Area”) attached hereto and incorporated herein by reference. The Permanent Easement rights granted herein are forever and shall include, but not be limited to, the construction, maintenance, repair and replacement of any sanitary sewer, storm sewer, water mains, storm water facilities, above ground and below ground drainage facilities, any utilities, underground 2 pipes, conduits, culverts, other utilities and mains, and all facilities and improvements ancillary, incident or related thereto, under, over, across, through and upon the Permanent Easement Area. The Permanent Easement rights further include, but are not limited to, the right of ingress and egress over the Permanent Easement Area to access the Permanent Easement for the purposes of construction, maintenance, repair and replacement of any sanitary sewer, storm sewer, water mains, storm water facilities, above ground and below ground drainage facilities any utilities, underground pipes, conduits, culverts, other utilities, mains and all facilities and improvements ancillary, incident or related thereto. EXEMPT FROM STATE DEED TAX The rights of the City also include the right of the City, its contractors, agents and servants: (a) To enter upon the Permanent Easement Area at all reasonable times for the purposes of construction, reconstruction, inspection, repair, replacement, grading, sloping, and restoration relating to the purposes of the Permanent Easement; and (b) To maintain the Permanent Easement Area, any City improvements and any underground pipes, conduits, or mains, together with the right to excavate and refill ditches or trenches for the location of such pipes, conduits or mains; and (c) To remove from the Permanent Easement Area trees, brush, herbage, aggregate, undergrowth and other obstructions interfering with the location, construction and maintenance of the utility pipes, conduits, mains and above ground and below ground drainage facilities and to deposit earthen material in and upon the Permanent Easement Area; and (d) To remove or otherwise dispose of all earth or other material excavated from the Permanent Easement Area as the City may deem appropriate. The City shall not be responsible for any costs, expenses, damages, demands, obligations, penalties, attorneys’ fees and losses resulting from any claims, actions, suits, or proceedings based upon a release or threat of release of any hazardous substances, petroleum, pollutants, and contaminants which may have existed on, or which relate to, the Permanent Easement Area or the Landowner’s Property prior to the date hereof. Nothing contained herein shall be deemed a waiver by the City of any governmental immunity defenses, statutory or otherwise. Further, any and all claims brought by Landowner or their successors or assigns, shall be subject to any governmental immunity defenses of the City and the maximum liability limits provided by Minnesota Statute, Chapter 466. The Landowner, for itself and its successors and assigns, does hereby warrant to and covenant with the City, its successors and assigns, that they are well seized in fee of the Landowner’s Property described above, the Permanent Easement Area legally described on Exhibit A and depicted on Exhibit B and has good right to grant and convey the Permanent Easement herein to the City. 3 This agreement is binding upon the heirs, successors, executors, administrators and assigns of the parties hereto. [The remainder of this page has been intentionally left blank.] 4 IN WITNESS WHEREOF, the parties hereto have caused this document to be executed as of the day and year first above written. CITY: CITY OF COTTAGE GROVE By: Myron Bailey Its Mayor By: Tamara Anderson Its City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) On this day of , 2024, before me a Notary Public within and for said County, personally appeared Myron Bailey and Tamara Anderson to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and City Clerk of the City of Cottage Grove, the municipality named in the foregoing instrument, and that the said instrument was signed on behalf of said municipality by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipality. Notary Public 5 LANDOWNER: PILLAI BUILDERS LLC By: Quintus Pillai Its: Owner STATE OF MINNESOTA ) ) ss. COUNTY OF ) On this _____ day of , 2024, before me a Notary Public within and for said County, personally appeared Quintus Pillai, to me personally known, who being by me duly sworn, did say that he is the Owner of Pillai Builders LLC, a Minnesota limited liability company, the entity named in the foregoing instrument, and that said instrument was signed on behalf of said limited liability company. Notary Public This instrument drafted by and after recording, please return to: Korine L. Land (#262432) LeVander, Gillen & Miller, P.A. 1305 Corporate Center Dr Suite 300 Eagan, MN 55121 A-1 EXHIBIT A LEGAL DESCRIPTION OF PERMANENT EASEMENT AREA A 20.00 foot wide easement for drainage and utility purposes over, under, and across that part of Lot 1, Block 1, HARKNESS APARTMENTS, according to the recorded plat thereof, Washington County, Minnesota, lying southerly of the north 10.00 feet and westerly of the east 10.00 feet thereof. The centerline of said easement is described as follows: Commencing at the northeast corner of said Lot 1; thence South 89 degrees 50 minutes 40 seconds West, assumed bearing, along the north line of said Lot 1, a distance of 103.00 feet; thence North 78 degrees 37 minutes 15 seconds West, continuing along said north line of Lot 1, a distance of 150.75 feet; thence South 72 degrees 10 minutes 07 seconds East 50.12 feet to the point of beginning of the centerline to be described; thence South 34 degrees 26 minutes 49 seconds East 76.47 feet; thence South 82 degrees 05 minutes 24 seconds East 161.05 feet to the east line of said Lot 1, and said centerline there terminating. The sidelines of said easement are to be prolonged or shortened to terminate at the southerly line of said north 10.00 feet and the westerly line of said east 10.00 feet. B-1 EXHIBIT B DEPICTION OF PERMANENT EASEMENT AREA 1 City Council Action Request 7.Q. Meeting Date 4/17/2024 Department Public Safety Agenda Category Action Item Title Grant - Law Enforcement Mental Health & Wellness Act Staff Recommendation Authorize the Cottage Grove Police Department to apply for FY24 Law Enforcement Mental Health & Wellness Act Program Grant. Budget Implication No local match and will not affect the budget. Attachments 1. LEMHWA Grant Authroization Memo Council April 16 2024 To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Peter J. Koerner, Director of Public Safety Date:April 16, 2024 Subject: LAW ENFORCEMENT MENTAL HEALTH & WELLNESS ACT PROGRAM GRANT INTRODUCTION Recently, US Representative Angie Craig’s staff notified us of a grant opportunity for the Law Enforcement Mental Health & Wellness Act (LEMHWA) Program grant. This grant is administered by the Department of Justice’s (DOJ) Community Oriented Policing Service (COPS) Office. The grant is intended to improve the delivery of and access to mental health and wellness services for law enforcement through the implementation of peer support, training, family resources, suicide prevention, and other promising practices for wellness. Municipal, state, and tribal law enforcement agencies are eligible for the grant. There is approximately $9.8 million in funding available. Funds will be available in FY24. Each award is two years in duration for a maximum of $200,000.00 per award. There is no local match and would not affect the budget. The deadline for application is April 30, 2024. Cottage Grove Public Safety already has a robust wellness program that includes annual mental health check-ins, free counseling services, critical incident debriefs, chaplains, a peer support team, employee assistance program benefits, and wellness training. Recently, we formed a new Wellness, Safety & Recruiting/Retention (WSRR) Committee that has numerous plans and ideas to enhance our wellness program. The WSRR Committee has discussed budget needs in the future and this grant would allow us to start programs sooner. This is a unique opportunity to secure grant funding to support our existing wellness program and implement new initiatives. RECOMMENDATION Authorize the Cottage Grove Police Department to apply for FY24 Law Enforcement Mental Health & Wellness Act Program Grant. 1 City Council Action Request 8.A. Meeting Date 4/17/2024 Department Finance Agenda Category Action Item Title Approve Disbursements Staff Recommendation Approve disbursements for the period of 03/29/2024 through 04/11/2024 in the amount of $1,266,102.30. Budget Implication N/A Attachments 1. Expense Approval Report 04-17-2024 Council Meeting 2. Payroll Check Register 04-17-2024 Council Meeting 1 City Council Action Request 10.A. Meeting Date 4/17/2024 Department Public Works Agenda Category Action Item Title Jamaica Avenue Mill and Overlay Project - Bid Award Staff Recommendation Adopt Resolution 2024-063 awarding the bid for the Jamaica Avenue Mill and Overlay Project to Northwest Asphalt, Inc. in the total amount of $1,446,878.71. Budget Implication $1,446,87871 - Street Reconstruction and Overlay Project (SROP) bonds Attachments 1. Jamaica M&O Bid Results Letter 2. Jamaica M&O Abstract of Bids 3. Jamaica M&O Bid Award Resolution 2024-063 H:\COTT\0N1130858\6_Plans-Specs\B_Bid Documents\Jamaica Avenue Mill and Overlay\130858 Bid Results Letter.doc April 4, 2024 Honorable Mayor and City Council City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Re: Bid Results Jamaica Avenue Mill and Overlay Project BMI Project No. 0N1.130858 Dear Honorable Mayor and City Council: Bids for the Jamaica Avenue Mill and Overlay Project were opened on Thursday, April 4, 2024. A total of four bids were received. Below is the summary of bids: Contractor Base Bid 1. Northwest Asphalt, Inc. $1,446,878.71 2. OMG Midwest Inc. dba Minnesota Paving & Materials $1,457,249.57 3. McNamara Contracting, Inc. $1,507,231.50 4. Bituminous Roadways, Inc. $1,574,285.02 The low Bidder on the Project was Northwest Asphalt, Inc. with a Total Base Bid Amount of $1,446,878.71, which was under the Engineer’s Estimate of $1,500,000. If the City Council decides to award the Project to the low bidder, then Northwest Asphalt, Inc. should be awarded the Project on the Total Base Bid Amount of $1,446,878.71. If you have any questions, please feel free to contact me at (651) 968-7674. Sincerely, Bolton & Menk, Inc. Michael Boex, PE ABSTRACT OF BIDSJAMAICA AVENUE MILL AND OVERLAYCITY OF COTTAGE GROVE, MINNESOTAPROJECT NO.0N1.130858Bid: April 4, 2024 at 10:00 a.m.1 2 3 4ITEM APPROX.NO. ITEM QUANT. UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNTPART 1 - STREETS1 MOBILIZATION 1 LS $82,802.00 $82,802.00 $52,250.00 $52,250.00 $33,500.00 $33,500.00 $100,000.00 $100,000.002 TRAFFIC CONTROL 1 LS $9,200.00 $9,200.00 $8,121.19 $8,121.19 $8,500.00 $8,500.00 $32,000.00 $32,000.003 MILL BITUMINOUS PAVEMENT (2 INCH DEPTH) 35,750 SY $1.32 $47,190.00 $1.33 $47,547.50 $1.50 $53,625.00 $1.50 $53,625.004 REMOVE AND REPLACE CONCRETE CURB AND GUTTER 1,080 LF$56.00 $60,480.00 $67.02 $72,381.60 $49.50 $53,460.00 $47.00 $50,760.005 REMOVE AND REPLACE 4 INCH CONCRETE SIDEWALK 250 SY $97.50 $24,375.00 $69.85 $17,462.50 $92.85 $23,212.50 $73.00 $18,250.006 REMOVE AND REPLACE 6 INCH CONCRETE PEDESTRIAN CURB RAMP 1,365 SF $19.00 $25,935.00 $17.42 $23,778.30 $20.75 $28,323.75 $19.00 $25,935.007 PATCH BITUMINOUS STREET-SPECIAL 5,400 SY $11.74 $63,396.00 $13.94 $75,276.00 $17.40 $93,960.00 $40.00 $216,000.008 SURFACE REPAIR 115 TN $165.93 $19,081.95 $84.67 $9,737.05 $285.00 $32,775.00 $224.00 $25,760.009 TYPE SP 12.5 WEARING COURSE MIXTURE (4,E) 4,520 TN $82.47 $372,764.40 $83.62 $377,962.40 $82.50 $372,900.00 $84.00 $379,680.0010 BITUMINOUS INCENTIVE 1 LS $22,000.00 $22,000.00 $22,000.00 $22,000.00 $22,000.00 $22,000.00 $22,000.00 $22,000.0011 BITUMINOUS MATERIAL FOR TACK COAT 2,500 GAL $4.28 $10,700.00 $2.01 $5,025.00 $3.00 $7,500.00 $0.01 $25.0012 TRUNCATED DOME PANEL 190 SF $55.00 $10,450.00 $60.16 $11,430.40 $50.00 $9,500.00 $53.00 $10,070.0013 EROSION CONTROL SUPERVISOR 1 LS $5,000.00 $5,000.00 $1.00 $1.00 $500.00 $500.00 $1,500.00 $1,500.0014 TOPSOIL BORROW 68 CY $110.00 $7,480.00 $91.04 $6,190.72$70.00 $4,760.00 $65.00 $4,420.0015 SEEDING, MNDOT MIX 25-151 32 LB $25.00 $800.00 $7.52 $240.64 $7.50 $240.00 $21.00 $672.0016 HYDRAULIC MATRIX TYPE MULCH 525 SY $5.00 $2,625.00 $3.76 $1,974.00 $3.75 $1,968.75 $5.20 $2,730.0017 APPLICATION OF WATER FOR TURF ESTABLISHMENT 6 MGAL $100.00 $600.00 $125.33 $751.98 $125.00 $750.00 $155.00 $930.0018 STORM DRAIN INLET PROTECTION (ERO-9) 52 EA $125.00 $6,500.00 $155.96 $8,109.92 $150.00 $7,800.00 $0.01 $0.5219 STREET SWEEPER WITH OPERATOR 36 HR $180.00 $6,480.00 $0.01 $0.36 $125.00 $4,500.00 $100.00 $3,600.0020 SKIDSTEER WITH OPERATOR 18 HR $125.00 $2,250.00 $0.01 $0.18 $200.00 $3,600.00 $150.00 $2,700.0021 REMOVE SIGN AND POST 26 EA $40.00 $1,040.00 $40.10 $1,042.60 $42.00 $1,092.00 $43.00 $1,118.0022 INSTALL SIGN PANEL, TYPE C 320 SF $52.00 $16,640.00 $52.14 $16,684.80 $54.60 $17,472.00 $55.00 $17,600.0023 REVISE SIGNAL SYSTEM 1 SYS $32,245.00 $32,245.00 $33,948.60 $33,948.60 $35,550.00 $35,550.00 $33,500.00 $33,500.0024 PAVEMENT MESSAGE MULTI COMP GROUND IN 14 EA $135.00 $1,890.00 $137.38 $1,923.32 $140.00 $1,960.00 $140.00 $1,960.0025 4" SOLID SOLID LINE MULTI COMP GROUND IN 1,200 LF $1.60 $1,920.00 $1.63 $1,956.00 $1.68 $2,016.00 $1.70 $2,040.0026 4" BROKEN SOLID LINE MULTI COMP GROUND IN 2,175 LF $1.60 $3,480.00 $1.63 $3,545.25 $1.68 $3,654.00 $1.70 $3,697.5027 4" DOUBLE SOLID LINE MULTI COMP GROUND IN 25 LF $3.20 $80.00 $3.26 $81.50 $3.40 $85.00 $3.30 $82.5028 12" SOLID LINE PREFORM THERMO GROUND IN 775 LF $14.00 $10,850.00 $14.25 $11,043.75 $14.70 $11,392.50 $14.50 $11,237.5029 24" SOLID LINE PREFORM THERMO GROUND IN 84 LF $20.00$1,680.00 $20.35 $1,709.40 $21.00 $1,764.00 $20.50 $1,722.00TOTAL PART 1 - STREETS $849,934.35 $812,175.96 $838,360.50 $1,023,615.02PART 2 - SANITARY SEWER30 ADJUST SANITARY SEWER MANHOLE CASTING INCLUDING NEW HDPE ADJUSTMENT RINGS 1 EA $710.00 $710.00 $796.27 $796.27 $1,200.00 $1,200.00 $1,150.00 $1,150.0031 REMOVE AND REPLACE CASTING (27" R-1642 SANITARY) 1EA $1,207.34 $1,207.34 $1,255.47 $1,255.47 $800.00 $800.00 $950.00 $950.00TOTAL PART 2 - SANITARY SEWER $1,917.34 $2,051.74 $2,000.00 $2,100.00PART 3 - WATER MAIN32 ADJUST VALVE BOX 4 EA $750.00 $3,000.00 $332.85 $1,331.40 $260.00 $1,040.00 $275.00 $1,100.0033 RECONSTRUCT VALVE BOX 3 LF $450.00 $1,350.00 $424.95 $1,274.85 $525.00 $1,575.00 $95.00 $285.00TOTAL PART 3 - WATER MAIN $4,350.00 $2,606.25 $2,615.00 $1,385.00McNamara Contracting, Inc. Bituminous Roadways, Inc.MENDOTA HEIGHTS, MNNorthwest Asphalt, Inc.OMG Midwest Inc. dbaMinneosta Paving &MaterialsROSEMOUNT, MNSHAKOPEE, MN ROGERS, MN Page 1 ABSTRACT OF BIDSJAMAICA AVENUE MILL AND OVERLAYCITY OF COTTAGE GROVE, MINNESOTAPROJECT NO.0N1.130858Bid: April 4, 2024 at 10:00 a.m.1 2 3 4ITEM APPROX.NO. ITEM QUANT. UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNTMcNamara Contracting, Inc. Bituminous Roadways, Inc.MENDOTA HEIGHTS, MNNorthwest Asphalt, Inc.OMG Midwest Inc. dbaMinneosta Paving &MaterialsROSEMOUNT, MNSHAKOPEE, MN ROGERS, MNPART 4 - STORM SEWER34 REMOVE DEBRIS FROM PIPE 2 EA $500.00 $1,000.00 $1,278.04 $2,556.08 $1,650.00 $3,300.00 $1,050.00 $2,100.0035 ADJUST STORM SEWER MANHOLE CASTING INCLUDING NEW HDPE ADJUSTMENT RINGS 2 EA $750.00 $1,500.00 $796.27 $1,592.54 $1,200.00 $2,400.00 $1,250.00 $2,500.0036 ADJUST CATCH BASIN CASTING INCLUDING NEW HDPE ADJUSTMENT RINGS 36 EA $350.00 $12,600.00 $174.10 $6,267.60 $450.00 $16,200.00 $700.00 $25,200.0037 PATCH AND SPRAY RINGS 8 EA $700.00 $5,600.00 $701.83 $5,614.64 $735.00 $5,880.00 $800.00 $6,400.0038 4' CIPP, 12" RCP 1 EA $40,000.00 $40,000.00 $40,897.33$40,897.33 $42,000.00 $42,000.00 $4,600.00 $4,600.0039 4' CIPP, 15" RCP 2 EA $5,000.00 $10,000.00 $5,112.17 $10,224.34 $5,250.00 $10,500.00 $5,400.00 $10,800.0040 4' CIPP, 18" RCP 1 EA $5,500.00 $5,500.00 $5,623.38 $5,623.38 $5,775.00 $5,775.00 $6,200.00 $6,200.0041 8' CIPP, 15" RCP 1 EA $7,500.00 $7,500.00 $7,668.25 $7,668.25 $7,875.00 $7,875.00 $12,500.00 $12,500.0042 12' CIPP, 48" RCP 1 EA $100,000.00 $100,000.00 $102,243.30 $102,243.30 $105,000.00 $105,000.00 $25,000.00 $25,000.0043 CIPP LINER (18" RCP) 411 LF $115.00 $47,265.00 $117.58$48,325.38 $121.00 $49,731.00 $120.00 $49,320.0044 SPRAY LINE STORM STRUCTURE - 48" DIAMETER 10 LF $225.00 $2,250.00 $225.59 $2,255.90 $240.00 $2,400.00 $260.00$2,600.0045 REMOVE AND REPLACE CATCH BASIN CASTING (R-3067-V OR R-3067-VB) 36 EA $175.00 $6,300.00 $976.96 $35,170.56 $700.00 $25,200.00 $1,000.00 $36,000.0046 REMOVE AND REPLACE MANHOLE CASTING (R-1642 STORM)3 EA $1,257.34 $3,772.02 $1,255.47 $3,766.41 $800.00 $2,400.00 $1,000.00 $3,000.0047 RECONSTRUCT INVERT 4 EA $850.00 $3,400.00 $1,453.79 $5,815.16 $1,525.00 $6,100.00 $675.00 $2,700.0048 PATCH STORM STRUCTURE 16 EA $150.00 $2,400.00 $375.98 $6,015.68 $400.00 $6,400.00 $465.00 $7,440.0049 PATCH 48" STORM PIPE 2 EA $200.00 $400.00 $375.98 $751.96 $400.00 $800.00 $630.00 $1,260.00TOTAL PART 4 - STORM SEWER $249,487.02 $284,788.51 $291,961.00 $197,620.00PART 5 - STREET LIGHTING50 REMOVE LIGHTING UNIT 7 EA $280.00 $1,960.00 $461.20 $3,228.40 $485.00 $3,395.00 $290.00 $2,030.0051 REMOVE LIGHTING UNIT FOUNDATION 7 EA $1,500.00 $10,500.00 $611.60 $4,281.20 $640.00 $4,480.00 $520.00 $3,640.0052 REMOVE LIGHTING CABINET 1 EA $655.00 $655.00 $651.70 $651.70 $680.00 $680.00 $670.00 $670.0053 REMOVE AND REPLACE LUMINAIRE 48 EA $195.00 $9,360.00 $285.75 $13,716.00 $300.00 $14,400.00 $200.00 $9,600.0054 SALVAGE AND REINSTALL LIGHT POLE 12 EA $260.00 $3,120.00 $877.29 $10,527.48 $920.00 $11,040.00 $270.00 $3,240.0055 CONNECT TO EXISTING HANDHOLE 2 EA $715.00 $1,430.00 $380.99 $761.98 $400.00 $800.00 $725.00 $1,450.0056 CONNECT TO EXISTING LIGHT 40 EA $685.00 $27,400.00 $852.22 $34,088.80 $900.00 $36,000.00 $700.00 $28,000.0057 HORIZONTAL DIRECTIONAL DRILLING (HDD) - 1.5" CONDUIT 9,100 LF $16.00 $145,600.00 $17.82 $162,162.00 $18.65 $169,715.00 $17.00 $154,700.0058 2" NON-METALLIC CONDUIT 600 LF $11.80 $7,080.00 $9.12 $5,472.00 $9.50 $5,700.00 $12.50 $7,500.0059 UNDERGROUND WIRE 1 C/6 AWG 17,500 LF $2.50 $43,750.00$1.83 $32,025.00 $1.90 $33,250.00 $2.65 $46,375.0060 UNDERGROUND WIRE 1 C/8 AWG 9,100 LF $2.05 $18,655.00 $1.44 $13,104.00 $1.50 $13,650.00 $2.10 $19,110.0061 LIGHTING SERVICE CABINET 1 EA $6,680.00 $6,680.00 $8,331.74 $8,331.74 $8,725.00 $8,725.00 $7,000.00 $7,000.0062 LIGHTING UNIT - TYPE F1 (CITY SUPPLIED) 7 EA $730.00$5,110.00 $782.04 $5,474.28 $820.00 $5,740.00 $750.00 $5,250.0063 LIGHT FOUNDATION - TYPE F 7 EA $1,235.00 $8,645.00 $1,229.21 $8,604.47 $1,285.00 $8,995.00 $1,300.00 $9,100.0064 EQUIPMENT PAD 1 EA $4,715.00 $4,715.00 $1,598.17 $1,598.17 $1,675.00 $1,675.00 $4,900.00 $4,900.0065 HANDHOLE -TYPE B 47 EA $990.00 $46,530.00 $1,097.87 $51,599.89 $1,150.00 $54,050.00 $1,000.00 $47,000.00TOTAL PART 5 - STREET LIGHTING $341,190.00 $355,627.11 $372,295.00 $349,565.00TOTAL BID: $1,446,878.71 $1,457,249.57 $1,507,231.50 $1,574,285.02 Page 2 CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-063 RESOLUTION AWARDING THE BID FOR THE JAMAICA AVENUE MILL AND OVERLAY PROJECT TO NORTHWEST ASPHALT, INC. IN THE TOTAL AMOUNT OF $1,446,878.71 WHEREAS, plans and specifications for the Jamaica Avenue Mill and Overlay Project were completed according to City standards; and WHEREAS, bids were requested to provide the necessary work; and WHEREAS, four firms submitted bids; and WHEREAS, it appears that Northwest Asphalt, Inc. is the lowest responsible bid; and WHEREAS, it is the recommendation of the City Engineer that the bid be awarded to Northwest Asphalt, Inc. in the total amount of $1,446,878.71 NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, the bid for the Jamaica Avenue Mill and Overlay Project is awarded to Northwest Asphalt, Inc. in the total amount of $1,446,878.71. Passed this 17th day of April, 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 11.A. Meeting Date 4/17/2024 Department Community Development Agenda Category Action Item Title Summer Valley - Zoning Amendment and Preliminary Plat Staff Recommendation 1) Adopt Ordinance No. 1080 approving the zoning amendment to change the zoning of property generally located south of the Woodbury Border, east of the Northwick Park development, west of the Rolling Meadows development, and north of the Parkview Pointe development from AG-2, Agriculture, to R-3, Single Family Residential. 2) Adopt Resolution 2024-064 approving the Preliminary Plat for a subdivision to be called Summer Valley, which will consist of 71 lots for single-family homes. Budget Implication N/A Attachments 1. Summer Valley CC Memo 2. Summer Valley Attachment A - Preliminary Plans 3. Summer Valley Attachment B - SWWD Glacial Valley Interpretive Area MASTER PLAN CONCEPT FINAL 4. Summer Valley Attachment C - Engineering Review Memorandum 5. Summer Valley Attachment D - Comment Letter 6. Summer Valley Ordinance No. 1080 - Rezoning 7. Summer Valley Resolution 2024-064 -Prelim Plat TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Mike Mrosla, Senior Planner Conner Jakes, Associate Planner DATE: April 17, 2024 RE: Summer Valley – Zoning Amendment and Preliminary Plat Proposal Summergate Development (Applicant) is requesting approval of a Zoning Amendment and Preliminary Plat on 24.5 acres of land located south of the Woodbury border, to the east of the Northwick Park development, and to the north of the Parkview Pointe development. The property is currently zoned AG-2, Agriculture. The Applicant is proposing to rezone the subject site to R-3, Single Family Residential and to plat 71 single family lots. Review Schedule Application Received: February 28, 2024 Application Accepted: March 1, 2024 Planning Commission Meeting: March 25, 2024 City Council Meeting: April 17, 2024 120-Day Review Deadline: June 29, 2024 Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Zoning Amendment and Preliminary Plat April 17, 2024 Page 2 of 10 Background Site Conditions The 24.5-acre parcel is currently tilled field with no existing trees or structures. 2023 Aerial Photo Planning Commission Meeting At their March 25, 2024, meeting the Planning Commission reviewed this request and held a public hearing. Two residents provided public testimony about the proposed development. Below is a summary of these comments along with a summary response to the inquiry. • At the neighborhood meeting there was discussion of the applicant accessing the subject site by the existing driveway and farm field located in Woodbury. The resident inquired if the applicant will be utilizing this for access and if they do in the future will the residents be notified? o Staff stated the applicant investigated this option and found that the property owners where the existing driveway and farm field is located were not interested due to concerns about liability, tree removal, and other factors. Howeve r, in the event that the applicant was to utilize this access, staff and the applicant would contact resi- dents who are adjacent to the access drive to ensure all questions and concerns are resolved. • A question was raised regarding construction and general traffic at the corner of 63rd and Jensen as it is on a school bus route. Would there be a potential for additional stop signs in the future? o Staff stated there are currently stop signs on 63rd Street South and that the inter- section can be further reviewed in the future. In addition, staff stated they will be in Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Zoning Amendment and Preliminary Plat April 17, 2024 Page 3 of 10 constant communication with the developer and any contractors to ensure they are aware of all traffic laws and are cognizant they are traveling through a residential area. Furthermore, staff stated residents can always contact the Public Safety de - partment with any concerns related to traffic laws such as speed of travel. • A resident spoke about their concerns about potential vibrational damage to existing homes’ foundations that are adjacent to the subject site. Is there a possibility to add any vibrational controls? There currently does not seem to be clear guidelines for the developer. o Staff have met in person with the resident who has expressed concerns regarding vibratory equipment on the adjacent property as part of the proposed project. During this discussion, the resident was able to express the concerns and ask questions that he and his neighbors have about the proposed project to city staff, geotechnical engineering staff from Braun Intertec, a firm specializing in geotechnical engineer - ing, environmental consulting, and testing, and also a Senior Construction Manager from Bolton and Menk, one of the city’s main engineering consulting firms. Discus - sion topics included type and location of proposed activities adjacent to the resident’s property, typical equipment used for those activities, the difference in vi - bration levels that humans feel compared to those levels that would cause damage to structures, the existing soil types onsite based on previous geotechnical reports in comparison to what the resident has found in their backyard, general sequencing of construction, and project schedule overall. Planning Considerations Plan Review The dates of the plan set utilized for this review were submitted by Westwood Professional Services and are dated 02/28/2024. Rezoning and Comprehensive Plan The subject property is currently zoned as AG-2, Agriculture, and is guided as Low Density Res- idential in the 2040 Comprehensive Plan. 2040 Comp. Plan Land Use and Proposed Rezoning The Applicant is requesting to rezone the subject property from AG-2, Agriculture, to R-3, Single Family Residential, which would be in accordance with the long-term growth plan for the parcel. Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Zoning Amendment and Preliminary Plat April 17, 2024 Page 4 of 10 Low Density Residential allows for 2 to 4 units per acre density, and the Applicant is proposing 3.14 units per net acre. The proposed preliminary plat and the land use map from the 2040 Comprehensive Plan are consistent in the following ways: • The Land Use Map in the 2040 Comprehensive Plan identifies the future land use devel - opment of the subject property as low density residential land uses. The Applicant is proposing single-family lots for the subject property, which is consistent with the 2040 Com- prehensive Plan. • The proposed density of 3.14 units per acre is consistent with the 2040 Comprehensive Plan. • The proposed trail is consistent with the 2040 Comprehensive Plan’s Planned Recreation Trail Map. • The proposed development helps provide the city with a diverse mix of housing types that are needed to serve all income levels and stages in the life cycle. • The proposed preliminary plat and grading plan are consistent with the low -density resi- dential land use designation for this area. Preliminary Plat The preliminary plat, as proposed, depicts a logical development of a viable property given the adopted performance standards of the zoning district. The proposed plat consists of 71 single family homes. The preliminary plat is detailed below. Preliminary Plat Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Zoning Amendment and Preliminary Plat April 17, 2024 Page 5 of 10 Zoning Development Standards The development performance standards of the requested zoning district classifications and those requested as part of the development are detailed below. The Applicant has not requested a PUD (Planned Unit Development) as part of their application and intends to meet or exceed the perfor- mance standards of the R-3, Single Family Residential zoning district. Lot Development Performance Standards Standard Proposed R-3 Single Family Residential Lot depth 130 feet 130 feet Lot width 65 feet 65 feet Front yard setback 25 feet 25 feet Rear yard setback 35 feet 35 feet Side yard setback 7.5 feet 7.5 feet Side yard, garage setback 7.5 feet 5 feet Corner lot side setback 20 feet 20 feet Maximum structure height 35 feet 35 feet Maximum impervious surface coverage 35% 35% Access Access to the proposed development is provided through the three adjacent developments which include Rolling Meadows to the east via 63rd Street South, Northwick Park to the west via Jeffery Avenue South, and Parkview Pointe to the south via Jensen Avenue South. The aforementioned streets will be extended to serve the development, and the temporary turnarounds that were pre- viously construction for Jeffery Avenue and 63rd Street will be removed and restored as neces - sary. All surrounding streets are designed to accommodate the additional trips. The Applicant is also proposing a future roadway extension into Woodbury, which is consistent with both Wood - bury and Cottage Grove’s 2040 Comprehensive Plans. Transportation Plan Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Zoning Amendment and Preliminary Plat April 17, 2024 Page 6 of 10 Sidewalks and Trails The subject site is located to the south of the South Washington Watershed District (SWWD) property. The SWWD property consists of stormwater features and DNR -protected natural land- scape via a conservation easement. The proposed development plan includes a bituminous re- gional recreation trail located adjacent to the SWWD property at the northeast corner of the subject site. The Applicant is proposing to connect to the existing trail stub installed as part of the Rolling Meadows development and extend it to the west in the proposed development where it will transition to the north. The trail will then tie into the future SWWD Glacial Valley Interpretive Area improvements (the trails are shown on Attachment A). The proposed trail is consistent with the 2040 Comprehensive Plan’s Planned Parks, Open Space, and Trail Plan map as well as the SWWD’s Glacial Valley Interpretive Area Improvement plans. All lots adjacent to the proposed trail for this application will be required to be sodded up to the trail. The Applicant is proposing a five-foot wide sidewalk that will connect to existing sidewalk stubs from the Rolling Meadows, Northwick Park, and Parkview Pointe developments. The proposed sidewalk on Street 2 as cur- rently shown on the left side of the street will be relocated to the right side of the street as shown in the developer’s current plans. Glacial Valley Interpretive Area Plan Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Zoning Amendment and Preliminary Plat April 17, 2024 Page 7 of 10 Park Land and Open Space A minimum of 10 percent of developable area shall be required to provide residents with public recreation facilities including parks and open spaces as a part of development projects per City Code Title 10-4-3. No neighborhood parks are identified for this subject site given the proposed project is adjacent to the SWWD Glacial Valley Interpretive Area and Glacial Valley Community Park on Ravine Parkway. However, the 2040 Comprehensive Plan’s Planned Parks, Open Space and Trail Plan map does show a regional trail section on the subject property as previously dis - cussed. The proposed trail will be in a 20-foot wide outlot (Outlot A) and be dedicated to the City and will be counted as credit towards the required park dedication per the City’s code standards as a paved trail. The remainder of the park dedication requirements will need to be met as cash in lieu of dedicating land. Park and open space markers are to be installed prior to issuance of a building permit for lots abutting park and open space as identified by the Parks and Recreation Director or their designee. Park and Open Space Markers Area Charges and Development Fees Area charges and related development fees for this project will be based on the acreages shown on the final plat. These fees and charges will be accurately adjusted based on the final plat layout Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Zoning Amendment and Preliminary Plat April 17, 2024 Page 8 of 10 and be provided in the development agreement. Payment to the City will be required at the time the development agreement is fully executed by the City and Developer. Tree Preservation and Landscaping Tree preservation and mitigation is not required as the site has no existing trees. City Code Title 11-6-5 requires a minimum amount of landscape plantings to be installed as a part of development projects within the City. These required plantings include boulevard trees, building perimeter plantings, and landscape requirements. The project will include 77 boulevard trees and will consist of species identified on the City’s boulevard tree planting list. The submitted landscaping plan shows four trees per lot. However, the updated zoning code adopted requires three trees per lot instead of four trees to prevent overcrowding and to ensure survivability. The Applicant is revising their plans to show three trees per lot. In addition, each lot is required to have 10 understory shrubs and one boulevard tree. Landscaping Plan Stormwater Management Plan Storm sewer will be extended from streets within the development to the stormwater basins pro - posed in the southeast corner of the development. The developer will be required to deed Outlot Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Zoning Amendment and Preliminary Plat April 17, 2024 Page 9 of 10 B to the city for stormwater purposes. The proposed basin area requires access points, which are to be a minimum of 20 feet wide to allow for maintenance of infrastructure in the future. The proposed Summer Valley stormwater pond will connect with the stormwater pond that was built as part of the Rolling Meadows development in 2021.The preliminary stormwater management plan was submitted and reviewed by the City’s engineering staff, and their comments are included in the plan review memo dated March 19, 2024. The developer’s engineering consultant w ill con- tinue to work with City engineering staff to ensure all stormwater requirements are met. Grading As with all new development projects, site grading is necessary to build the streets, provide proper drainage and ponding, and to create building pads, among other things. City staff and engineering consultants will review grading plans to ensure the plans meet city, state, and watershed district requirements for flood control, erosion control, and drainage. The preliminary grading plan was reviewed by the City’s engineering staff, and their review comments are included in the March 19, 2024, plan review memo. Additional grading review will be required upon submittal of final grading and utility plans for the site. Utilities The proposed development will connect to existing watermain on the east, west, and south sides of the development and to existing sanitary on the south side of the site. As part of the construction of the neighboring developments – Parkview Pointe, Rolling Meadows, and Northwick Park – stubbed utility pipes were installed for these future connections. The engineering plan review memo dated March 19, 2024 contains comments from city staff and from consulting engineers regarding utility design that will be required to be addressed by the Applicant prior to approval of final plans. Public Hearing Notices Public hearing notices were mailed to 141 property owners who are within 500 feet of the pro- posed subdivision and published in the St. Paul Pioneer Press on March 13, 2024. Staff received one written comment letter at the time of writing this report and is provided in Attachment D. Staff shares all preliminary plats with the school district and did receive a letter of support from them. Neighborhood Meeting The Applicant held a neighborhood meeting on March 12, 2024. Notice of the neighborhood meet - ing was sent to surrounding property owners within 500 feet of the project area. The intent of the meeting was to give neighboring property owners the opportunity to ask questions and present concerns they might have to the developer in the early planning stages of the proposed proje ct. Twenty-six property owners attended the meeting. Residents asked questions regarding the development process, traffic, and project buildout. The primary concern raised at the meeting was construction -related traffic and which roadways would be utilized to access the development during construction . The subject parcel is the last remaining developable parcel in this area and has limited access points. Due to the limited access, residents raised the question to the developer about accessing the subject site by the existing driveway and farm field located in Woodbury. The developer investigated this option and found that the property owners were not interested due to concerns about liability, tree removal, and other factors. The remaining access option is the existing public streets (Jeffery or Jensen Avenue) through the neighborhoods of Northwick and Parkview Pointe. Honorable Mayor, City Council, and Jennifer Levitt Summer Valley – Zoning Amendment and Preliminary Plat April 17, 2024 Page 10 of 10 This scenario regarding construction traffic having to travel through existing neighborhoods is common practice. The City currently has nine active residential developments where construction traffic must drive through completed sections of the developments or existing neighborhoods to access home building sites. All building contractors and subcontractors have to obey the same traffic laws and be cognizant that they are navigating residential areas. If complaints are received, the city will work with the homebuilder and developer to rectify the situation. Recommendation The City Council is recommended to take the following actions: 1. Adopt Ordinance No. 1080 approving the zoning amendment to change the zoning of the subject property from AG-2, Agriculture, to R-3, Single Family Residential. 2. Adopt Resolution 2024-064 approving the Preliminary Plat for a subdivision to be called Summer Valley, which will consist of 71 lots for single-family homes. Attachments A. Preliminary Plans B. 2017 SWWD Glacial Valley Interpretive Area Master Plan Final Concept C. Engineering Review Memorandum 3/19/2024 D. Resident Comment Letter E. Rezoning Ordinance F. Resolution Approving Preliminary Plat N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-CV01.DWG SUMMER VALLEY © 2024 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY PLANSSUMMER VALLEYCOTTAGE GROVE, MINNESOTAPREPARED FOR:SUMMERGATE DEVELOPMENT INC.17305 CEDAR AVE S #200LAKEVILLE, MN 55044CONTACT: BRYAN TUCKERPHONE: 612-490-0982EMAIL: BRYANT@SUMMER-GATE.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.....................PRELIMINARY PLAT, SITE, GRADING,UTILITIES, AND LANDSCAPEPREPARED BY:PROJECT NUMBER: 0051216CONTACT: CHRISTIAN FROEMKEPhone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  PRELIMINARY PLANSSUMMER VALLEYCOTTAGE GROVE, MINNESOTAFORFORPRELIMINARY PLAT, SITE, GRADING,UTILITIES, AND LANDSCAPEINITIAL SUBMITTAL DATE: 02/28/24SHEET: 1 OF 17PROJECT NUMBER: 0051216Sheet List TableSHEETNUMBERSHEET TITLE1Cover2Existing Conditions3Preliminary Plat4Overall Preliminary Grading Plan5Preliminary Grading Plan6Preliminary Grading Plan7Preliminary Utility Plans8Preliminary Utility Plans9Street Profiles10Details11Details12Details13Details14Overall Landscape Plan15Landscape Plan16Landscape Plan17Landscape Details & Notes EX-MHRE = 908.14EX-MHRE = 908.84EX-MHRE = 909.48EX-MHRE = 923.81EX-MHRE = 926.07IE=920.05MWMWMWMWEX-MHRE = 909.32EX-MHRE = 908.50EX-MHRE = 908.18EX-MHRE = 910.78SEX-MHRE = 910.75EX-MHRE = 918.13EX-MHRE = 926.70EX-MHRE = 926.44SEX-MHRE = 915.04EX-MHRE = 915.06SX X X X X XXXXXXXXXXXXXXXXWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSAN STOSTOSTOSTOSTO WATWATWAT SANSANSAN STOWATWATSTOSTOSANSANSTOSTOSTOSTOSTO UNGLN B NATURAL GASFOGASGASSTSTEX-MHRE = 907.35STEX-MHRE = 905.79RE=926.44IE=922.14 (15" RCP S)RE=926.70IE=922.05 (15" RCP N)IE=921.90 (15" RCP SW)RE=910.78IE=903.63 (24" RCP S)RE=910.75IE=904.00 (15" RCP E)IE=904.15 (15" RCP W)RE=915.06IE=910.56 (15" RCP E)IE=910.66 (15" RCP N)RE=915.04IE=910.79 (15" RCP S)STO NW COR OF THE NE 1/4 OFSEC. 3, TWP. 27, RGE. 21FD. WASHINGTON COUNTYCAST IRON MONUMENTN. LINE OF THENE 1/4 OF SEC. 3A LINE PARALLEL WITH THE W. LINE OF THE NE 1/4 OF SEC. 3 W. LINE OF THE NE 1/4 OF SEC. 3E. LINE OF THE WEST 752.00 FT OFTHE E 1/2 OF THE NW 1/4 OF SEC. 3N. LINE OF THE NW 1/4OF SEC. 3FD. CAPPED IRONLS # UNKNOWNFD. LS #53596FD. 1/2 IN OPEN PIPEFD. 1/2 IN OPEN PIPEFD. 1/2 IN OPEN PIPEFD. LS #53596FD. LS #44123FD. LS #53546FD. LS #53546FD. LS #53546FD. LS #53546FD. LS #19086FD. LS #41578FD. LS #53546FD. LS #53546FD. LS #53546FD. 5/8 INREBARFD. 5/8 IN REBARFD. 5/8 IN REBARFD. 5/8 IN REBAR(EX 12)60 FT INGRESS/EGRESS EASEMENTPER DOC NO. 368504560.060.0(EX 13)PERMANENT UTILITY & DRAINAGEEASEMENT PER DOC NO. 4224839(EX 13)PERMANENT UTILITY & DRAINAGEEASEMENT PER DOC NO. 4224839(EX 14 & 16)DRAINAGE & UTILITY EASEMENT PER DOCNO. 4335967 & TEMPORARY DRAINAGE &UTILITY EASEMENT PER DOC NO. 4335971(EX 14 & 15)TEMPORARY ROADWAY EASEMENT PER DOCNO. 4335967 & TEMPORARY CUL-DE-SACEASEMENT AREA PER DOC NO. 4335969(EX 14 & 17)TEMPORARY TRAIL EASEMENT PERDOC NOS. 4335967 & 433597363RD STREET S(PUBLIC STREET)JEFFERY AVE S(PUBLIC STREET)JENSEN AVE S (PUBLIC STREET)PID: 03-027-21-21-0042CITY OF COTTAGE GROVEPID: 03-027-21-21-0057STEVEN & CHERYL PALACIOPID:03-027-21-21-0058NICHOLAS & SARAHKHOURYPID: 03-027-21-21-0059KRISTINE GOEDENPID: 03-027-21-21-0060JEREMY & DILLONBOLEN-KNUTSONPID: 03-027-21-21-0061JOSEPH FRANK & YI C WUPID: 03-027-21-21-0062ELWIN & MILA VOORHEISPID:03-027-21-21-0063KISHAN KUMARPID:03-027-21-21-0064DANIEL & ALISONSULLIVANPID: 03-027-21-21-0039ANDREW & EMILY HAPKAPID: 03-027-21-21-0004CONNOR MCCABEPID: 03-027-21-21-0005XIANG ZHANG & XUIYINGDENGPID: 03-027-21-21-0006BRIAN & HEIDI CORCORANPID: 03-027-21-21-0007KEITH HOGIEPID : 03 -02 7 -21 - 12 - 00 11SHOUA MOUA & MARY VANGPID : 03-027-21-12-0010WILL IAM & JAM IE BERGPID : 03-027-21-12-0009JARED & ASHLEY ANDERSONPID: 03-027-21-12-0008ANTHONY & LACY LEVINEPID : 03-027-21-12-0007EILEEN GREGORYPID: 03-027-21-12-0006MARK & CHRISTINA PRESTRUDPID: 03-027-21-21-0011ERIC & KAYLEE GRABOWSKIPID: 03-027-21-21-0010RICHARD & KATIEMONTPETITPID: 03-027-21-21-0009MATTHEW & RACHELKOUPALPID: 03-027-21-21-000ADAM & JAYNE SUNDEENPID : 0 3 - 027 -21 -1 2 -0 04 8CI TY O F CO TTAG E GROV E PID : 03-027-21-12-0032KYLE & JAM IE ANDERSONPID : 03-027-21-12-0013KLC OF W ILLMAR INC PID: 03-027-21-13-0037CITY OF COTTAGE GROVEPID: 03-027-21-42-0004SOUTH WASHINGTON WATERSHED DISTRICTPID: 03-027-21-34-0001ANDREW ECKERGARDEN1.1±1.1±3.8±27.0±2.4±0.5±9.3±11.0±14.7±8' BIT TRAIL60R/W60R/W60R/W0.3±FENCE IS ON PROP LINENO BUILDINGS OBSERVED5.0±910920930 902 904 906 908 912914916918922924926928928928932932934934 910910 900 9009 1 0 896896 898 898902 902904 906 908 910 912 914 916916916 918918910920912914914914914914916916916916916918918918918918 920920912914916918 9189109209129129129149149149169189109109129129149109 1 0 910912 914 914 914 930926928932934934934934934934S89°50'23"E 567.04N89°49'33"E 493.26N01°12'45"E 1006.64N89°49'27"E 1058.67S01°06'59"W 1009.94N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00V-EX01.DWG 172PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYEXISTING CONDITIONS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/24CHRIS AMBOURN4305502/28/24SUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com60'12' OR 6'0'60'120'180'1" = 60'..........PROPERTY DESCRIPTIONThe following information was provided by Land Title, Issuing Agent for First American Title InsuranceCompany, File Number 689738, which has an effective date of January 1, 2024 at 7:00am:Those parts of the East One-Half of the Northwest Quarter, the West One-Half of the Northeast Quarterof Section 3, Township 27 North, Range 21 West, Washington County, Minnesota, described as follows:Beginning at the Northwest corner of the Northeast Quarter of said Section 3, thence North 89 degree49 minutes 33 seconds East, bearing assumed, along the North line of said Northeast Quarter, adistance of 493.26 feet; thence South 01 degrees 12 minutes 45 seconds West, parallel with the Westline of said Northeast Quarter, a distance of 1006.65 feet; thence South 89 degrees 49 minutes 33seconds West a distance of 1058.68 feet to the East line of the West 752.00 feet of the East One-Half ofthe Northwest Quarter of said Section 3; thence North 01 degrees 06 minutes 59 seconds East, alongsaid East line, a distance of 1009.93 feet to the North line of the Northwest Quarter of said Section 3;thence South 89 degrees 50 minutes 23 seconds East, along said North line of the Northwest Quarter, adistance of 567.04 feet to the point of beginning.Abstract PropertyGENERAL NOTES1.Bearings of property lines shown hereon are based on the Washington Countycoordinate system, (NAD 83 - 2011 Control Adjustment).2.Lengths of lines and distances between features are measured in US-Survey Feet.FLARED END SECTIONSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINMONITORING WELLPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEGAS LINEHYDRANTSTORM MANHOLELEGENDFENCE LINECURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEGRAVEL SURFACEFOUND MONUMENT (SEE LABEL)TREE LINEGASPUGSANSTOWATFOSSTMWXEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINECAST IRON MONUMENT (SEE LABEL) 94.4168.5082.0085.1868.0068.0066.4766.4666.4666.4668.2567.8466.5066.5066.6666.6682.0080.4465.5065.5066.5066.5066.5066.5066.4966.00 66.00 66.00 68.00 68.00 66.00 66.00 65.36 65.8765.5068.0068.0065.5065.5065.5065.5065.5080.0068.4566.5066.5066.69 66.50 68.00 68.00 66.50 66.50 66.50 66.50 97.421231234567891011121314 80.30 65.00 74.4 8 66.0066.0066.0074.15 1234567891011121314151617181920221266.5065.5066.00 66. 0 0 66.0066.0066.0066.0066.0021OUTLOT BOUTLOT A1223334458,580 sf12,650 sf9,968 sf107,241 sf11,047 sf11,663 sf11,958 sf10,861 sf9,994 sf9,615 sf9,327 sf9,253 sf9,366 sf10,036 sf12,404 sf9,447 sf9,232 sf9,184 sf9,954 sf10,627 sf10,786 sf9,645 sf10,146 sf11,888 sf11,004 sf10,144 sf8,645 sf8,645 sf10,560 sf10,352 sf10,366 sf8,645 sf8,516 sf8,516 sf18,064 sf8,641 sf8,722 sf12,643 sf14,475 sf18,814 sf10,805 sf10,076 sf9,351 sf9,002 sf11,070 sf9,640 sf9,180 sf8,973 sf9,042 sf9,881 sf12,795 sf10,472 sf196,146 sf14,636 sf11,386 sf21,147 sf9,180 sf8,645 sf366666226674 1306674 130130152 66130809 6 2026436567152 159 4022132 324644 4444521323 6 3 665 14535458092 6618373284163 402071134 3 312612626165 15566 67 66 22 976767676768686749146142476868686766676614114013914614067 10175156153496769111581351543844461714720511344758140661816380621355480135 641 3 2 6 8 13415966676666926715367661365012148 130 496767666769130 130 160 130 130 6665681303965656665 6520130 152 29242645158 150 150 130 147130428181625813060150 135601206691 137178153996767678260130335142 6534647681414714868141358252135135 96688213513580556862776868666666661437513519666868851351354850139622015914980561801351234567891011121314151617181920212223 242526272829309,721 sf10,283 sf8,580 sf8,580 sf10,262 sf12,143 sf9,510 sf666613074130 66152 67159 3666132 521323 665 11,182 sf9,247 sf16,153 sf9,825 sf10,702 sf10,221 sf9,825 sf10,924 sf6668687791729488 6,987 sf63RD STREET SJEFFERY AVE S JENSEN AVE S BituminousTemporary HammerHead Turnaround20.0126.0TemporaryTurnaround EasementTemporaryTurnaround Easement30B-B30B-B30B-B30B-B30B-B30B-BR60.0R45.0 R47.0R60.0R45.0R60.060R/W60R/W60R/W60R/W60R/W60R/W5' Sidewalk5' Sidewalk5' Sidewalk 5' SidewalkExisting 8' Trail10' TrailNWLNWLNWL NWLNWLNWLNWLNWLNWL NWL NWL NWL NWL NWL NWL NWL NWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWLHWLHWL HWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWL HWL HWL HWLHWLHWLHWLHWLN:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-PP01.DWG 173PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYPRELIMINARY PLAT17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/24SUMMERGATE DEVELOPMENT INC.02/28/2426971CORY MEYERNOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com60'12' OR 6'0'60'120'180'1" = 60'..........PROPERTY DESCRIPTIONThose parts of the East One-Half of the Northwest Quarter, the West One-Half of the Northeast Quarter ofSection 3, Township 27 North, Range 21 West, Washington County, Minnesota, described as follows:Beginning at the Northwest corner of the Northeast Quarter of said Section 3, thence North 89 degree 49minutes 33 seconds East, bearing assumed, along the North line of said Northeast Quarter, a distance of493.26 feet; thence South 01 degrees 12 minutes 45 seconds West, parallel with the West line of saidNortheast Quarter, a distance of 1006.65 feet; thence South 89 degrees 49 minutes 33 seconds West adistance of 1058.68 feet to the East line of the West 752.00 feet of the East One-Half of the NorthwestQuarter of said Section 3; thence North 01 degrees 06 minutes 59 seconds East, along said East line, adistance of 1009.93 feet to the North line of the Northwest Quarter of said Section 3; thence South 89degrees 50 minutes 23 seconds East, along said North line of the Northwest Quarter, a distance of 567.04feet to the point of beginning.Abstract Property· EXISTING ZONING: AG2-AGRICULTURE· GROSS SITE AREA: 24.50 AC OHWL AREA OF PONDS:1.88 AC· NET SITE AREA: 22.62 AC· DEVELOPMENT SUMMARY· PROJECT DENSITY: GROSS: MINIMUM LOT AREASITE DEVELOPMENT DATALOT STANDARDS:SINGLE FAMILY1.ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT.2.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.3.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.4.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED ASREQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BEPROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOTABOVE THE HIGH WATER LEVEL OF ALL PONDS.5.STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OFCURB.DEVELOPMENT NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLEXISTINGPROPOSEDTIP-OUT CURB AND GUTTERSITE LEGENDAVERAGE LOT AREAMINIMUM LOT DEPTHSETBACKSFRONTSIDE INTERIOR LOTSIDE CORNER LOTREARSTANDARDSINGLE FAMILY(65' LOTS)8,515 SF10,659 SF130'25'7.5' / 7.5'; 15' TOTAL20'35'OUTLOT TABLEOUTLOTAGROSSAREAUSEOWNERSHIPTRAIL CORRIDORCITY0.16 ACBCITY2.46 ACTYPICAL SINGLE FAMILY (SF)LOT DETAIL10'5'10'7.5'25' 35'5'65'130' 130'21DRAINAGE &UTILITY EASEMENTTYPICAL LOTDIMENSIONFRONT BUILDINGSETBACKBUILDINGSETBACK LINELOT NUMBERREAR BUILDINGSETBACKLOT LINEX,XXX SFLOT AREA±2.90 UN/AC±3.14 UN/ACPONDING· PROPOSED ZONING: XXX65' SINGLE FAMILY HOMES71 LOTS NET: MINIMUM LOT WIDTH65' @ FRT SBK65' 12312345678910111213141234567891011121314151617181920221221OUTLOT BOUTLOT A1223334451234567891011121314151617181920212223242526272829306,987 sfSSANST9 10 11 12 13 14 15 16 17 181920 21 222324252627285.00%5.00%1.30%1.30%1.30%0.75%0.75%0 .8 8 %0.88%0 .7 5 %0.75%0.75%0.75%1.74%1.74%0.75%LP 9+07.51ELEV 908.02HP 11+35.31ELEV 913.77LP 13+62.14ELEV 911.36HP 15+94.68ELEV 912.83LP 18+93.46ELEV 910.63HP 21+77.32ELEV 912.44LP 23+30.66 ELEV 911.57 01234567891011234567891011121314150 123 450.80%0.77%0 .77%0.78%LP 1+27.37 ELEV 910.66 HP 3+91.02ELEV 912.431.14%2.01%2.01%0.76%0.76%0.96%0.96%3 .7 6 %3.76%0.79%0.79%0.85%LP 10+27.25ELEV 911.22HP 2+81.82ELEV 920.70LP 1+64.03ELEV 919.46HP 5+68.62ELEV 920.25LP 4+60.52ELEV 919.554.17%4.05%4.05%0.60%0.60%4.98%4.98%4.98%5.19%5.19%1.50%LP 5+52.45ELEV 924.36HP 8+78.38ELEV 932.58LP 15+22.91ELEV 920.18MWMWMWMWX X X XXXXXXXXWATWATWATWAT STOSTOSTOSTOSTOSTOSTOSTOSTO SANSANSTOSTOSTO WATWATWATWATWATWATWAT SAN WATWATWATWATWAT WAT WAT WAT WATWATWAT WA TWA TWA TWATWAT STOSANSTOSTOSTO UNGLN B NATURAL GASFOGASNWL NWLNWL NWL NWLNWLNWL NWLNWLNWLNWLNWLNWL NWL NWL NWL NWL NWLEX POND 1OUTLET=902.8BOTTOM=895.0PR HWL=905.5EX HWL=907.1EOF=910.0EX INFILTRATION BASIN 1NWL=901.3OUTLET=902.8BOTTOM=901.3EX HWL=907.0PR HWL=904.8HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLINFILTRATION BASINOUTLET=902.8BOTTOM=901.0HWL=905.4HWLHWLHWLHWL HWL H W LHWLHWLEXPANDED PONDOUTLET=902.8BOTTOM=892.0HWL=905.5EOF=910.0SFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSF SFSFSFSFSFSFSFS F N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-GD01.DWG 174PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYOVERALL PRELIMINARYGRADING PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/245620802/28/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com100.430768'20' OR 10'0'100'201'301'1" = 100'..........GRADING & DRAINAGE NOTESVARIES LAST REVISED:08/15/17TYPICAL LOTGD25INDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPAREDTO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTEDDESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER.G980.6989.6 980.0 983.0WO989.2 991.0DRIVEWAY LOT CORNER ELEVATIONCUSTOMSOG = SLAB ON GRADE UNIT.WO = FULL BASEMENT WALKOUT, GRADED FOR 8.2' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR.R = RAMBLER, GRADED FOR 8.2' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.R(1) = RAMBLER, GRADED FOR 7.5' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR.DRAINAGE ARROWLOT NUMBERMINIMUM BASEMENTFLOOR ELEVATIONREAR GROUND GRADE ATWALKOUT/LOOKOUT (0.7'BELOW BASEMENT FLOORELEVATION FOR WALKOUT)FRONT GROUND GRADEAT GARAGE DOORNOTE:1.THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8".983.099EROSION CONTROL NOTES1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.2.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILSTO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3.REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE ISWITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:3.1.TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR3.2.SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR3.3.SILT FENCE AND FIBER LOGS; OR3.4.TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).4.REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEETOF THE SURFACE WATER.SEE SHEET 6SEE SHEET 5NORTHWICKPARKROLLINGMEADOWSPARKVIEWPOINTESTREET 1 STREET 2 STREET 3STREET 4 9 10 910 920930 902 902 904 904 906 906 908 908 912 912914 914 916 916 918 918918922924926928928928932932934934 910910 900 9009 1 0 910896896 898 898902 902904 904906 906908 908910920912914914 914914914 916916916916916 918918918918918 912 91 2 9 1 2 91 2 9 1 2 914 9149109109129129149149169109 1 0 910912 914 914 914 914914 914 93092692893293493493493493493434567891011121314914151617181920221221OUTLOT B2234578910111213141516SSANSAN12 13 14 15 16 17 181.30%1.30%0.75%0.75%0 .8 8 %0.88%LP 13+62.14ELEV 911.36HP 15+94.68ELEV 912.8356789 10110123 45 0.80%0.77%0.77%0.78%LP 1+27.37 ELEV 910.66 HP 3+91.02ELEV 912.430.96%0.96%3 .7 6 %3.76%0.79%0.79%0.85%LP 10+27.25ELEV 911.22HP 5+68.62ELEV 920.25LP 4+60.52ELEV 919.55X XXX XXX XX XXXXWATWATWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO SANSANWAT WAT WAT WATWAT WATWATWATWA TWA TWA TWA T STOSTOSTOSTOSTOSTO GASSTO913.5906.0R(1)914.2916.7908.5R916.7913.5 905.3 R 913.5 913.5 905.3 R 913.5 913.0905.5R(1)913.7NWL NWLNWLNWLNWL NWL NWLNWL NWLNWLNWLNWLNWLNWL NW L NW LNWLNWLNWL NWL NWL NWL NWL NWL NWL NWL NWL NWL NWL NWLNWL898900910912914EX POND 1OUTLET=902.8BOTTOM=895.0PR HWL=905.5EX HWL=907.1EOF=910.0EX HWL=907.0PR HWL=904.8HWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWL HWLHWLHWLHWLHWLHWLINFILTRATION BASINOUTLET=902.8BOTTOM=901.0HWL=905.4HWLHWLHWLHWLHWLHWLHWL HWL HWL HWL HWLH W LHWLHWLHWLHWL 922.3914.1R922.3922.5914.3R922.5921.8913.6R921.8920.2912.0R920.2918.6910.4R918.6917.0908.8R917.0917.0908.8R917.0915.2907.0R915.2913.8905.6R913.8913.3905.1R913.3913.7905.5R913.7912.9904.7R912.9914.2906.0R914.2914.2906.0R914.2914.2906.0R914.2 91 4 . 2 90 6 . 0 R 91 4 . 2 914.2906.0R914.2914.2906.0R914.1914.1905.9R912.8904.6R913.7 905.5 R 913.7 913.2 905.0 R 913.2 913.9 905.7 R 913.9 913.9 905.7 R 913.9 914.4 906.2 R 914.4913.5905.3R913.5914.7906.5R914.7918.8910.6LO913.8921.8913.6WO913.6 921.8913.6WO913.6 921.7913.5WO913.5 7.1% 7.4% 9.0% 4.9%6.5%6.0%5.9%6. 2 % 6.2% 5.4% 5.8%7.3%6.8%7.3%5.3%5.4%7.4% 7.4% 6.9%8.9%5.8%5.9%7.3%9.3%7.7%8.3%8.0%8.4%7.8%8.9%8.6%6.7%5.7% 6.5% 8.3%6.9%6.7%6.8%6.0%900 900910910 910910910920920920930 930896 896898 898902902902904904904906906906908912912912 9 1 2 912912 912912 912 912912914914914914 914914 914914914914914 916916916918918918922922922 924926 928 92819.920.320.418.616.415.214.914.714.012.411.9 11.5 11.9 12.211.712.112.312.713.111.611.0 11.4 12.0 12.5 12.612.712.7 12.6 12.3 11.7 11.111.311.312.012.513.112.2 11.5 12.0 13.7 18.820.620.0HP12.2EOF12.5LP9.4EOF11.2EOF20.8LP12.2EOF12.1EOF15.0LP9.4EOF11.0914.2 906.0 R 914.2 EXPANDED PONDOUTLET=902.8BOTTOM=892.0HWL=905.5EOF=910.0SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFS F S F SF915.50915.50915.50914.5 906.3 R 914.5 28.129.130.030.028.125.322.510.39.310.28.7 9.7 11.4 10.6 9.810.7 10.99.49.910.811.211.09.58.58.58.58.58.59.0 12.5 8.1 8.2 7.78.5900900910910892892894894896896898898902902904904906908902902904904904906906906TW=22.0BW=21.0TW=24.0BW=22.0TW=26.0BW=23.0TW=28.0BW=25.0TW=28.0BW=25.0TW=27.5BW=26.014.0N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-GD01.DWG 175PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYPRELIMINARY GRADINGPLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/245620802/28/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'..........PROPERTY LINE982980SILT FENCESFTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLGRADING & EROSION CONTROL LEGEND0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATHIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDEXISTINGPROPOSEDEXISTINGPROPOSEDEXISTINGPROPOSEDNORTHWICKPARKROLLINGMEADOWSPARKVIEWPOINTESTREET 1 STREET 4STREET 2SILT FENCE (TYP.)INLET SEDIMENT CONTROL (TYP.)PROPOSED RETAINING WALL (TYP.)POND ACCESS MAINTENANCE BENCH (TYP.) 910910 920930 902 902 904 904 906 906 908 908 912 912914 914 916 916 918 918918922924926928928928932932934934 9 1 0 910 912 914 916916916 91 6 916918918 918918920920 9 1 2 914 91691891091291291291491491491691893493493412312345123456789101112131415181920OUTLOT A123334123456789151617181920212223242526272829306,987 sfSTSTO17 181920 2 1 222324252627280.88%0 .7 5 %0.75%0.75%0.75%1.74%1.74%0.75%LP 18+93.46ELEV 910.63HP 21+77.32ELEV 912.44LP 23+30.66 ELEV 911.57 0123456131415 0123 45 0.80%0.77%0.77%0.78%LP 1+27.37 ELEV 910.66 HP 3+91.02ELEV 912.431.14%2.01%2.01%0.76%0.76%0.96%0.96%HP 2+81.82ELEV 920.70LP 1+64.03ELEV 919.46HP 5+68.62ELEV 920.25LP 4+60.52ELEV 919.550.60%4.98%4.98%4.98%5.19%5.19%1.50%LP 15+22.91ELEV 920.18MWMWMWMWX XXXXXXXXXXXXXXSTOSTOSTOSTOSTOSTOSTO WATWATWATWAT SANSANSAN STOWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT STOSTOSTOSANSANSANUNGLN B NATURAL GASFOGASGASSTO 922.5915.0R(1)923.2 913.0905.5R(1)NWLNWLNWL NWLNWLNWLNWL NWL NWL NWLNWLNWLNWLNWL NWL NWL NWLNWLEX INFILTRATION BASIN 1NWL=901.3OUTLET=902.8BOTTOM=901.3EX HWL=907.0PR HWL=904.8HWL922.5914.3R922.5921.5913.3R921.5921.5913.3R921.5922.2914.0R922.2922.3914.1R922.3922.5914.3R922.5921.8913.6921.8 912.9904.7R914.2906.0R914.2906.0914.2906.0 91 4 . 2 90 6 . 0 R 91 4 . 2 914.2906.0R914.2914.2906.0R914.2914.1905.9R914.1914.1905.9R914.1912.8904.6R912.8913.7 905.5 R 913.7 913.0 904.8 R 913.0 913. 7 905. 5 R 913. 7 913.7905.5R913.7913.2905.0R913.2913.6905.4R913.6914.8906.6R914.8916.5908.3LO911.5917.0908.8LO912.0917.0908.8R917.0915.6907.4R915.6914.5906.3R914.5914.0905.8R914.0914.0905.8R914.0914.5906.3R914.5914.8906.6R914.8915.3907.1R915.3915.3907.1R915.3 914.7 906.5 R 914.7 914.7 906.5 R 914.7 913.5 905.3 R 913.5 913.2 905.0 R 913.2 913.2 905.0 R 913.2 913.9 905.7 R 913.9 913.9 905.7 R 913.9 921.8913.6WO913.6 921.8913.6WO913.6 921.7913.5WO913.5 921.7913.5WO913.5 922.2914.0WO914.0 922.5914.3WO914.3 922.2914.0WO914.0 921.7913.5LO916.7 922.5914.3LO917.5 7.1% 7.4% 9.0% 4.9%6.5%6.0%5.9%6. 2 % 6.2% 5.4% 5.8%7.3%6.3%5.9%4.5% 5.0% 5.8% 6.3% 8.5% 6.0% 6.9% 5.8% 6.1% 8.0% 7.8% 7.8% 6.1% 7.1%6.8%5.1%6.3%6.6%8.3%6.8%7.3%5.3%5.8%5.9%7.3%6.0%5.9%6.3%9.1%7.0%7.2%7.0%6.1%6.2%8.1%8.9%9.3%7.7%8.3%900910920920920930930930930930930 9308968989029029029049049049069069069089129149 1 4 914916916916916916 918918918918918922924924924926 926926928928928932 932932 93221.220.419.820.720.720.219.920.320.411.611.0 11.4 12.0 12.5 12.612.712.7 12.6 12.3 11.7 11.111.311.011.512.712.2 11.9 12.6 13.8 15.0 18.3 15.8 15.7 14.7 13.7 12.4 11.9 12.3 12.7 13.1 13.413.613.111.811.311.011.312.012.520.620.020.020.521.020.419.820.321.221.3LP8.6EOF10.6HP12.2LP8.9EOF11.2EOF11.2LP10.0EOF12.3LP10.0LP11.0LP10.9EOF12.9LP18.0HP22.7EOF20.8EOF13.8EOF11.1LP9.8LP19.4LP9.4EOF11.0HP22.0SFSFSFSFSFSF SF SF SF SFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SFSF SFSFSFSF SFSF 911.00911.00911.00913.00913.00913.00913.00922.50922.5021.221.119.525.326.127.028.129.130.09.49.910.811.210.210.711.110.010.511.712.310.010.621.311.311.016.4 15.0 13.6 12.4 12.3 12.7 13.3 15.0 16.5 8.59.29.4 10.3 10.3 9.9 8.9 11.010.711.612.2 912914916920914916918TW=28.0BW=25.0TW=28.0BW=25.0TW=27.5BW=26.09.88.6 9.9 11.2 9.3 N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-GD01.DWG 176PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYPRELIMINARY GRADINGPLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/245620802/28/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000002'10' OR 5'0'50'100'150'1" = 50'..........PROPERTY LINE982980SILT FENCESFTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLGRADING & EROSION CONTROL LEGEND0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATHIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCEROSION CONTROL CHECKS/BIOROLLSWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDEXISTINGPROPOSEDEXISTINGPROPOSEDEXISTINGPROPOSEDNORTHWICKPARKROLLINGMEADOWSSTREET 2 STREET 3STREET 4STREET 1SILT FENCE (TYP.)INLET SEDIMENT CONTROL (TYP.)ROCK CONSTRUCTIONENTRANCE (TYP.)POND ACCESS MAINTENANCE BENCH (TYP.)PROPOSED RETAINING WALL (TYP.) 3456789101112131414151617181920221221OUTLOT B78910111213141516SSANMH-2RE=912.00IE=897.45 (8" N)IE=897.45 (8" W)IE=897.45 (8" S)D=14.6MH-16RE=912.57IE=898.19 (8" N)IE=898.19 (8" S)D=14.4MH-14RE=911.44IE=898.67 (8" N)IE=898.67 (8" E)IE=898.67 (8" S)D=12.8MH-189RE=911.16IE=899.16 (8" E)IE=899.16 (8" W)D=12.0MH-19RE=912.37IE=900.37 (8" W)D=12.0MH-32RE=911.51IE=899.51 (8" W)IE=899.51 (8" E)D=12.0MH-30RE=912.15IE=900.15 (8" NW)IE=900.15 (8" E)D=12.0MH-28RE=912.89IE=901.36 (8" NW)IE=901.36 (8" SW)IE=901.36 (8" SE)D=11.5MH-35RE=913.60IE=901.60 (8" NE)D=12.0MH-26RE=915.32IE=903.32 (8" N)IE=903.32 (8" SE)D=12.0MH-24RE=918.27IE=905.94 (8" N)IE=905.94 (8" S)D=12.3CBMH-140CBMH-141CBMH-101FES-100CBMH-102CBMH-103CBMH-104CBMH-105STMH-106CBMH-107CBMH-108CBMH-109CBMH-112CBMH-122CBMH-121CBMH-120STMH-123CBMH-124CBMH-125FES-200FES-300FES-3028" PVC SAN8" PVC SAN8" PVC SAN8" PVC SAN8" PVC SAN8" PVC SAN 8" PVC SAN 8" PVC SAN 8" PVC SAN8" PVC SAN8" PVC SAN8" PVC SAN8" DIP WM8" DIP WM8" DIP WM 8" DIP WM8" PVC SAN 8" DIP WM8" DIP WMSTMH-301EX-MHRE = 908.14EX-MHRE = 908.84EX-MHRE = 909.48EX-MHRE = 923.81EX-MHRE = 926.07EX-MHRE = 909.32EX-MHRE = 908.50EX-MHRE = 908.18EX-MHRE = 910.78SEX-MHRE = 911.03EX-MHRE = 910.75EX-MHRE = 918.13X XXX XXX XX XXXXWATWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO SANWATWATWATWATWATWATWATWATWATWATSTOSTOSTOSTOSTOSTO STEX-MHRE = 908.37STEX-MHRE = 907.35STEX-MHRE = 905.79RE=911.03IE=896.73 (8" PVC S)IE=896.73 (8" PVC N)RE=910.75IE=904.00 (15" RCP E)STO NWL NWLNWLNWLNWL NWLNWL NWLNWLNWLNWLNWLNWL NW L NW LNWLNWLNWL NWL NWL NWL NWL NWL NWL NWL NWL NWL NWL NWLNWLEX POND 1OUTLET=902.8BOTTOM=895.0PR HWL=905.5EX HWL=907.1EOF=910.0INFILTRATION BASINOUTLET=902.8BOTTOM=901.0HWL=905.4EXPANDED PONDOUTLET=902.8BOTTOM=892.0HWL=905.5EOF=910.0N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-UT01.DWG 177PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYPRELIMINARY UTILITYPLANS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/245620802/28/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000062'10' OR 5'0'50'100'150'1" = 50'..........SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THECURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE LOCAL AGENCY.3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDTCONNECT TO EXISTINGWATERMAINCONNECT TO EXISTINGSANITARY SEWERNORTHWICKPARKROLLINGMEADOWSSTREET 4STREET 1STREET 2PARKVIEW POINTE 1231234123456789101112131415OUTLOT A123456789151617181920212223242526272829306,987 sfSTSTOMH-14RE=911.44IE=898.67 (8" N)IE=898.67 (8" E)IE=898.67 (8" S)D=12.8MH-189RE=911.16IE=899.16 (8" E)IE=899.16 (8" W)D=12.0MH-19RE=912.37IE=900.37 (8" W)D=12.0MH-10RE=910.83IE=899.41 (8" N)IE=899.41 (8" S)D=11.4MH-7RE=911.42IE=899.72 (8" NE)IE=899.72 (8" S)D=11.7MH-38RE=912.63IE=900.60 (8" SE)D=12.0MH-9RE=911.89IE=899.97 (8" NE)IE=899.97 (8" NW)IE=899.97 (8" SW)D=11.9MH-37RE=912.27IE=900.17 (8" E)IE=900.17 (8" SW)D=12.1MH-5RE=912.31IE=900.44 (8" E)IE=900.44 (8" W)D=11.9MH-4RE=914.97IE=901.87 (8" W)D=13.1MH-22RE=919.55IE=906.82 (8" N)IE=906.82 (8" S)D=12.7MH-21RE=920.30IE=908.30 (8" S)D=12.0CBMH-110CBMH-111CBMH-112CBMH-113CBMH-114CBMH-115CBMH-116CBMH-117CBMH-118STMH-119CBMH-130CBMH-129CBMH-128CBMH-122STMH-123CBMH-124CBMH-125FES-200CBMH-201CBMH-202CBMH-126CBMH-127CBMH-131CBMH-132ACBMH-132STMH-133CBMH-134CBMH-135CBMH-136CBMH-138CBMH-139CBMH-1378" PVC SAN8" PVC SAN8" PVC SAN8" PVC SAN8" PVC SAN8" PVC SAN 8" PV C S A N 8" P V C S A N 8" PVC SAN 8" PVC SAN8" PVC SAN8" PVC SAN8" PVC SAN8" PVC SAN8" DIP WM8" DIP WM8" DIP WM8" DIP WM 8 " D IP WM8" DIP WM8" DIP WM8" DIP WMEX-MHRE = 926.07IE=920.05MWMWMWMWEX-MHRE = 926.70EX-MHRE = 926.44SEX-MHRE = 926.71EX-MHRE = 915.04EX-MHRE = 915.06SEX-MHRE = 915.56XXXXXXXXXXXXXXSTOSTOSTOSTOSTOSTOSTO WATWATWATWATWAT SANSANSAN STOWATWATWATWATWATWATWATWAT STOSTOSTOSANSANSANUNGLN B NATURAL GASFOSTEX-MHRE = 905.79RE=926.44IE=922.14 (15" RCP S)RE=926.70IE=922.05 (15" RCP N)IE=921.90 (15" RCP SW)RE=926.71IE=915.51 (8" PVC SW)RE=915.06IE=910.56 (15" RCP E)IE=910.66 (15" RCP N)RE=915.04IE=910.79 (15" RCP S)RE=915.56IE=904.61 (8" PVC E)STO NWLNWLNWL NWLNWLNWLNWL NWL NWL NWLNWLNWLNWLNWLNWLNWLEX INFILTRATION BASIN 1NWL=901.3OUTLET=902.8BOTTOM=901.3EX HWL=907.0PR HWL=904.8N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-UT01.DWG 178PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYPRELIMINARY UTILITYPLANS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/245620802/28/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000001'10' OR 5'0'50'100'150'1" = 50'..........SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THECURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE LOCAL AGENCY.3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.GENERAL UTILITY NOTESSDTCONNECT TO EXISTINGSANITARY SEWERCONNECT TO EXISTINGSANITARY SEWERCONNECT TO EXISTINGWATERMAINCONNECT TO EXISTINGWATERMAINCONNECT TO EXISTINGSTORM SEWERNORTHWICKPARKROLLINGMEADOWSSTREET 1STREET 4STREET 3STREET 2 Street 2Street 190090591091592092593093594094595090090591091592092593093594094595010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00-1.30%5.00%-1.30%0.75%-0.88%0.75%-0.75%1.74%0.75%PVI STA = 12+91.90PVI ELEV = 911.90PVI STA = 26+50.00 PVI ELEV = 915.80 L.P ELEV = 911.36L.P. STA = 13+62.14PVI STA = 13+50.00PVI ELEV = 911.15A.D. = 2.05%K = 44.1490.48' VCPVC = 13+04.76ELEV = 911.73PVT = 13+95.24ELEV = 911.49 L.P ELEV = 910.63L.P. STA = 18+93.46PVI STA = 18+90.00PVI ELEV = 910.45A.D. = 1.63%K = 55.3890.00' VCPVC = 18+45.00ELEV = 910.85PVT = 19+35.00ELEV = 910.79 L.P ELEV = 911.57L.P. STA = 23+30.66PVI STA = 23+50.00PVI ELEV = 911.31A.D. = 2.49%K = 38.9697.12' VCPVC = 23+01.44 ELEV = 911.68 PVT = 23+98.56 ELEV = 912.16 H.P ELEV = 913.77H.P. STA = 11+35.31PVI STA = 11+00.00PVI ELEV = 914.39A.D. = -6.30%K = 19.06120.00' VCPVC = 10+40.00ELEV = 911.39PVT = 11+60.00ELEV = 913.61 H.P ELEV = 912.83H.P. STA = 15+94.68PVI STA = 15+98.14PVI ELEV = 913.01A.D. = -1.63%K = 55.3890.00' VCPVC = 15+53.14ELEV = 912.67PVT = 16+43.14ELEV = 912.61 H.P ELEV = 912.44H.P. STA = 21+77.32PVI STA = 21+77.32PVI ELEV = 912.61A.D. = -1.50%K = 60.0090.00' VCPVC = 21+32.32 ELEV = 912.27 PVT = 22+22.32 ELEV = 912.27 H.P ELEV = 915.43H.P. STA = 26+00.69PVI STA = 25+75.69PVI ELEV = 915.25A.D. = -0.99%K = 50.3750.00' VCPVC = 25+50.69 ELEV = 914.81 PVT = 26+00.69 ELEV = 915.43 909.66911.86913.44913.7913.71913.1913.09912.4912.44911.6911.80910.8911.38910.3911.52910.1911.90909.8912.27909.4912.65909.2912.82909.1912.55909.0912.12909.3911.68909.7911.24909.9910.81909.6910.64909.0910.90909.0 911.28 909.3 911.65 909.7 912.03 910.3 912.38 911.2 912.40 912.6 912.06 914.0 911.69 914.5 911.62 914.2 912.18 912.4 913.06 910.1 913.93 916.0 914.80 915.4 915.43 915.8 915.80 916.2Street 29009059109159209259309359409459509559009059109159209259309359409459509550+001+002+003+004+005+006+007+008+009+0010+0011+0012+00Street 30.85%-1.14%2.01%-0.76%0.96%-3.76%-0.79%PVI STA = 0+00.00PVI ELEV = 921.09PVI STA = 11+36.60 PVI ELEV = 911.95 L.P ELEV = 911.22L.P. STA = 10+27.25PVI STA = 10+28.90PVI ELEV = 911.04A.D. = 1.64%K = 55.0390.00' VCPVC = 9+83.90 ELEV = 911.39 PVT = 10+73.90 ELEV = 911.42 L.P ELEV = 919.46L.P. STA = 1+64.03PVI STA = 1+80.00PVI ELEV = 919.04A.D. = 3.15%K = 37.00116.48' VCPVC = 1+21.76ELEV = 919.70PVT = 2+38.24ELEV = 920.20 L.P ELEV = 919.55L.P. STA = 4+60.52PVI STA = 4+65.73PVI ELEV = 919.36A.D. = 1.71%K = 52.4890.00' VCPVC = 4+20.73ELEV = 919.70PVT = 5+10.73ELEV = 919.79 L.P ELEV = 912.38L.P. STA = 8+57.96PVI STA = 8+02.35PVI ELEV = 912.82A.D. = 2.97%K = 37.47111.21' VCPVC = 7+46.75ELEV = 914.91PVT = 8+57.96ELEV = 912.38 H.P ELEV = 920.70H.P. STA = 2+81.82PVI STA = 2+70.00PVI ELEV = 920.84A.D. = -2.76%K = 18.9452.36' VCPVC = 2+43.82ELEV = 920.32PVT = 2+96.18ELEV = 920.64H.P ELEV = 920.25H.P. STA = 5+68.62PVI STA = 5+95.35PVI ELEV = 920.60A.D. = -4.71%K = 19.1090.00' VCPVC = 5+50.35ELEV = 920.17PVT = 6+40.35ELEV = 918.91 921.1921.09919.1920.52917.3919.95915.5919.49915.0919.63914.5920.43914.6920.61914.9920.23915.1919.85915.1919.56915.9919.70916.1920.16914.6920.00912.9918.54911.9916.67911.3914.79910.9913.29910.9912.45911.1912.05 911.9 911.66 912.2 911.29 911.4 911.27 910.5 911.64 Street 390090591091592092593093594094595095596096590090591091592092593093594094595095596096512+0013+0014+0015+0016+0017+0018+00-4.98%1.50%-4.98%-5.19%PVI STA = 13+76.00PVI ELEV = 926.43PVI STA = 15+64.49PVI ELEV = 920.69L.P ELEV = 920.18L.P. STA = 15+22.91PVI STA = 15+05.00PVI ELEV = 919.80A.D. = 6.69%K = 9.7164.96' VCPVC = 14+72.52 ELEV = 921.48 PVT = 15+37.48 ELEV = 920.28 H.P ELEV = 930.34H.P. STA = 12+58.00PVI STA = 13+03.00PVI ELEV = 930.07A.D. = -4.38%K = 20.5390.00' VCPVC = 12+58.00 ELEV = 930.34 PVT = 13+48.00 ELEV = 927.83 H.P ELEV = 926.28H.P. STA = 13+79.12PVI STA = 14+04.12PVI ELEV = 925.03A.D. = -0.21%K = 241.5150.00' VCPVC = 13+79.12ELEV = 926.28PVT = 14+29.12ELEV = 923.73931.5 930.69 930.2 930.39 929.5 929.66 927.7 927.73 922.9 925.23 920.0 922.65 917.0 920.45 915.1 920.47Street 49059109159209259309359409459059109159209259309359409450+001+002+003+004+005+005+50-0.78%-0.80%0.77%PVI STA = 0+00.00 PVI ELEV = 911.57 PVI STA = 5+10.68 PVI ELEV = 911.67 L.P ELEV = 910.66L.P. STA = 1+27.37PVI STA = 1+27.00PVI ELEV = 910.56A.D. = 1.57%K = 31.9050.00' VCPVC = 1+02.00ELEV = 910.76PVT = 1+52.00ELEV = 910.75H.P ELEV = 912.43H.P. STA = 3+91.02PVI STA = 3+91.20PVI ELEV = 912.60A.D. = -1.55%K = 58.0590.00' VCPVC = 3+46.20 ELEV = 912.25 PVT = 4+36.20 ELEV = 912.25 909.4 911.57 909.2 911.17 908.8 910.77 908.7 910.74 908.7 911.12 908.9 911.51 909.3 911.90 909.4 912.28 910.0 912.42 909.8 912.14 909.3 911.75 N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-DT02.DWG 179PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYSTREET PROFILES17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/245620802/28/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com100'20' OR 10'0'100'200'300'1" = 100'.......... N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-DT01.DWG 1710PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/245620802/28/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##..........TYPICAL SECTIONA14'14'28'6'30'30'* BITUMINOUS WEDGE & CURB PROTECTION - PER DETAIL STR-27(VIRGIN WEAR COURSE - 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C)TO BE PLACED UNDER FUTURE PROJECT BY OTHERS)BASE COURSE - 2.0" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C)8" AGGREGATE BASE CL. 5 (100% CRUSHED)12" AGGREGATE BACKFILL1'TURF ESTABLISHMENT6" TOPSOIL RESPREAD3.00%2.40%1.50%10'5'1'0.5'16'6" CONCRETE WALK4" AGGREGATE BASE, CL. 5 (100% CRUSHED)D-428 SURMOUNTABLECONCRETE CURB & GUTTER(TYP)10'1.50%3.00% N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-DT01.DWG 1711PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/245620802/28/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##.......... N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-DT01.DWG 1712PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/245620802/28/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##.......... N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00CP-DT01.DWG 1713PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24CFCFCF© 2024 Westwood Professional Services, Inc.SUMMER VALLEYDETAILS17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/245620802/28/24CHRISTIAN FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##.......... MWMWMWMWSSSX X X X X XXXXXXXXXXXXXXXXWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSAN STOSTOWATSANSTOWATSTOSTOSTOSTOSTO FOGASGASSTOSSAN STSTO12312345678910111213141234567891011121314151617181920221221OUTLOT BOUTLOT A1223334451234567891011121314151617181920212223242526272829306,987 sf+SIENNA GLEN MAPLE / ACER X FREEMANII 'SIENNA'2.5" CAL.B&BAS SHOWNH 50`-60` W 40`ACCOLADE ELM / ULMUS JAPONICA X WILSONIANA 'MORTON' TM2.5" CALB&BAS SHOWNH 70` W 40`-50`HACKBERRY / CELTIS OCCIDENTALIS2.5" CALB&BAS SHOWNH 40`-60` W 40`RED OAK / QUERCUS RUBRA2.5" CALB&BAS SHOWNH 50`-70` W 50`-70`RIVER BIRCH / BETULA NIGRA6` HT., CLUMPB&BAS SHOWNH 40`-60` W 30`-40`SKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.5" CALB&BAS SHOWNH 50` W 30`-35`SWAMP WHITE OAK / QUERCUS BICOLOR2.5" CALB&BAS SHOWNH 50`-60` W 50`-60`WHITE OAK / QUERCUS ALBA2.5" CALB&BAS SHOWNH 60`-80` W 60`-80`BLACK HILLS SPRUCE / PICEA GLAUCA DENSATA6` HT.B&BAS SHOWNH 30`-40` W 20`-30`COLORADO SPRUCE / PICEA PUNGENS6` HT.B&BAS SHOWNH 40`-60` W 15`-30`NORWAY SPRUCE / PICEA ABIES6` HT.B&BAS SHOWNH 60`-80` W 25`-30`WHITE PINE / PINUS STROBUS6` HT.B&BAS SHOWNH 50`-80` W 30`-40`COMMON / BOTANICAL NAMESIZEROOTSPACING O.C.MATURE SIZEDECIDUOUS TREESEVERGREEN TREESSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.comPRELIMINARY PLANT SCHEDULEABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUMO.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: + = LIMITED SPECIES, NOT TO BE USED IN BOULEVARD. SEEDING LEGENDSEEDING MASS-FOX SEDGE /CAREX VULPINOIDEA (0.9 AC)(INFILTRATION BASIN)TOTAL LANDSCAPING REQUIRED: 361 TREESSINGLE FAMILY RESIDENTIAL SUBDIVISION REQUIREMENTS (71 LOTS): 284 TREES* 4 TREES PER LOT (BY HOME BUILDER)** 1 TREE TO BE CONIFEROUS* 10 SHRUBS PER LOT** 10 UNDERSTORY SHRUBS INSTALLED PER LOT (BY HOME BUILDER)SINGLE FAMILY STREET TREE SUBDIVISION REQUIREMENTS (71 LOTS): 77 TREES* 1 BOULEVARD TREE PER LOT (65 LOTS): 65 TREES* 2 BOULEVARD TREES PER CORNER LOTS (6 LOTS): 12 TREESTOTAL LANDSCAPING PROVIDED: 361 TREES* OVERSTORY DECIDUOUS TREES (BY HOME BUILDER) 181 TREES* EVERGREEN TREES (BY HOME BUILDER) 103 TREES* OVERSTORY DECIDUOUS STREET TREES 77 TREES LANDSCAPE REQUIREMENTSLANDSCAPE PROVISIONSEVERGREEN TREE(BY HOME BUILDER)DECIDUOUSOVERSTORYSTREET TREEDECIDUOUSOVERSTORY TREE(BY HOME BUILDER)PLANT LEGENDGENERAL NOTESNATIVE SEED MIX MN 35-241MESIC PRAIRIE GENERAL(0.6 AC)* ALL STREET BOULEVARDS TO BE SODDED.* ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE.0'60'120'180'1" = 60'N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00L-PL01.DWG 1714PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24RMBBDP© 2024 Westwood Professional Services, Inc.SUMMER VALLEYOVERALL LANDSCAPEPLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/242697102/28/24CORY MEYERSUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTION############ OR ##..........RMBNOTES:1.STREET TREE LOCATIONS AND SPACING ARE SUBJECTTO CHANGE BASED ON CONSTRUCTED DRIVEWAY ANDUTILITY LOCATIONS.2.TREES SHALL BE PLANTED IN FRONT OF SINGLE FAMILYLOTS 5' FROM BACK OF CURB IN A LOCATION THATDOES NOT INTERFERE WITH CURBSTOPS ORINDIVIDUAL SEWER & WATER CONNECTIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADINGAND CONSTRUCTION HAS BEEN COMPLETED IN THEIMMEDIATE AREA.4.DECIDUOUS TREES SHOULD BE LOCATED A MINIMUMOF 5' OFF ANY UTILITY PIPE AND CONIFEROUS TREESTREES SHOULD BE LOCATED A MINIMUM OF 15' OFFANY UTILITY PIPE.5.NO TREE SHOULD BE LOCATED WITHIN 10' OF AHYDRANT OR 15' FROM A STREETLIGHT.6.NO TREES SHOULD BE LOCATED WITHIN A STORMPOND HWL.7.NO TREES SHOULD BE LOCATED WITHIN STORM PONDACCESS ROUTE.8.NO DECIDUOUS TREE WITH 5' OF A SIDEWALK OR TRAILAND NO CONIFEROUS TREES WITHIN 20' OF APROPOSED SIDEWALK OR TRAIL. MWMWMWMWSSXX XXX XXXXXXXXXXXXXXSTOSTOSTOSTOWATWATSANSTOWATWATSTOSTOSANFOGASGASSTSTO STSTO6,987 sfSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00L-PL01.DWG 1715PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24RMBRMBBDP© 2024 Westwood Professional Services, Inc.SUMMER VALLEYLANDSCAPE PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/242697102/28/24CORY MEYERSUMMERGATE DEVELOPMENT INC.############ OR ##..........NOT FOR CONSTRUCTIONSEEDING LEGENDSEEDING MASS-FOX SEDGE /CAREX VULPINOIDEA (0.9 AC)(INFILTRATION BASIN)EVERGREEN TREE(BY HOME BUILDER)DECIDUOUSOVERSTORYSTREET TREEDECIDUOUSOVERSTORY TREE(BY HOME BUILDER)PLANT LEGENDNATIVE SEED MIX MN 35-241MESIC PRAIRIE GENERAL(0.6 AC)* ALL STREET BOULEVARDS TO BE SODDED.* ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE. SX XXX XXX XX XXXXWATWATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO SANSANSTOSTOSTOSTOSTOSTOSTO GASSTSTOSSANSAN SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'N:\0051216.00\DWG\CIVIL\PRELIM\0051216.00L-PL01.DWG 1716PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24RMBRMBBDP© 2024 Westwood Professional Services, Inc.SUMMER VALLEYLANDSCAPE PLAN17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/242697102/28/24CORY MEYERSUMMERGATE DEVELOPMENT INC.############ OR ##..........NOT FOR CONSTRUCTIONSEEDING LEGENDSEEDING MASS-FOX SEDGE /CAREX VULPINOIDEA (0.9 AC)(INFILTRATION BASIN)EVERGREEN TREE(BY HOME BUILDER)DECIDUOUSOVERSTORYSTREET TREEDECIDUOUSOVERSTORY TREE(BY HOME BUILDER)PLANT LEGENDNATIVE SEED MIX MN 35-241MESIC PRAIRIE GENERAL(0.6 AC)* ALL STREET BOULEVARDS TO BE SODDED.* ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE. SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.comPLANTING DETAILSLAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTINGLA27-CN.T.S.2XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADELAST REVISED:10/19/18DECIDUOUS TREEPLANTINGLA28N.T.S.SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COMTO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANYPLANTS 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 BEENCOMPLETED IN THE IMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TOSUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THEGUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'SWRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALLHAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMENGRADE 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 TOWIDTH RATIO OF NO LESS THAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOSTCURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-INMATERIALS IF NECESSARY; TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED ATTHE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BEREMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREEIS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVEFINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT ANDBREAK APART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECTPOOR BRANCHING OF EXISTING AND PROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTERONE YEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONSPRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECTFOR THE NEED OF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877(SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS,ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIEDOTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTHTOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE ANDSHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH.SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS.PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDEDHARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED,OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, ATMINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIALGRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCHAND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCHEXISTING CONDITIONS (WHERE APPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLYEDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITHSMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ONCENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUTDAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGETO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCHAND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE,UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHEREAPPLICABLE).19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKINGLOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREESAND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX,FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS ANDENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIEDAND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEEEROSION CONTROL PLAN.20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BEDESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDESHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OFIRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS,AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRINGSTARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEARWARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION ANDSCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THEPLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILLNOT PROVIDE WATER FOR CONTRACTOR.22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARDAREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TOOWNER.24.RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAINGARDEN AREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BEONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), ORAPPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES.PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TOPREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDEDHARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OFMULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC).SEE RAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TO PROVIDEPROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL.PLANTING NOTESN:\0051216.00\DWG\CIVIL\PRELIM\0051216.00L-PL01.DWG 1717PROJECT NUMBER: 0051216COTTAGE GROVE, MINNESOTA02/28/24RMBRMBBDP© 2024 Westwood Professional Services, Inc.SUMMER VALLEYLANDSCAPE DETAILS &NOTES17305 CEDAR AVE S #200LAKEVILLE, MN 55044SUMMER VALLEY02/28/242697102/28/24CORY MEYERSUMMERGATE DEVELOPMENT INC.############ OR ##..........NOT FOR CONSTRUCTION South Washington WATERSHED DISTRICTSOUTH WASHINGTON WATERSHED DISTRICT | Summary ReportGLACIAL VALLEY INTERPRETIVE AREA 0’75’150’300’ PASTURE 3 SECONDARY GATEWAY/KIOSK PRIMARY GATEWAY/KIOSK COTTAGE GROVE PARK SECONDARY GATEWAY MONUMENT SIGN PARKING LOT AND BUFFER LANDSCAPE: •57,000 SF •11 STALLS REGIONAL TRAIL TERTIARY GATEWAY/ KIOSK PASTURE 1 REMNANT PRAIRIE PASTURE 2 OAK TRAIL KIDS’ TR A I L ACCESSIB L E ROUTE TO N O D ES 2 AND 3SOFT TRAILS - LOW IMPACT; 6’ WIDE. 9,900LF REGIONAL TRAIL - BITUMINOUS, 4300 LF AMPHITHEATER TERTIARY/ NEIGHBORHOOD GATEWAY TERTIARY/ NEIGHBORHOOD GATEWAY PAVILION INTERPRETIVE NODE 1 INTERPRETIVE NODE 2, W/ GATHERING AREA INTERPRETIVE NODE 3 INTERPRETIVE NODE 4 INTERPRETIVE NODE 5 INTERPRETIVE NODE 6 WOODBURY COTTAGE GROVE 2147 FT 2942 FT 2166 FT 4688 FT 5603 FT MASTERPLAN RAVINE PARKWAYCOUNTY EASEMENTDNR METRO GREENWAYS EASEMENTAttachment A H:\COTT\0N1133832\1_Corres\C_To Others\Westwood\2024-03-19\133832 Plan Review 2024-03-19 red lines 2 from city.docx MEMORANDUM Date: 03/19/2024 To: Amanda Meyer, PE From: Mike Boex, PE Subject: Summer Valley Plan Review City of Cottage Grove, MN Project No.: 0N1.133832 This memo summarizes the review of both grading documents and street & utility documents submitted by Westwood Professional Services, Inc., dated 2/28/24. We recognize some of the comments are related to final design and not necessarily a preliminary submittal, however we believe it’s prudent to provide those comments prior to final plat submittal. Sheet 1: 1. Final plans should add a note on the title sheet and other applicable sheets stating that the City of Cottage Grove’s Standard Specifications for Street and Utility Construction shall govern for all improvements on the project. a. The city specification and details plates were updated in early 2024 and are located here: https://www.cottagegrovemn.gov/251/City-Standards 2. Please identify the vertical datum for the project on the title sheet. Sheet 2: 3. Final plans shall include a removals plan. Both temporary turnarounds (Rolling Meadows and Northwick Park) shall be removed with this project. Sheet 3: 4. Please place sidewalk on the east side of Street 2 instead of the west. 5. Open Space sign locations were provided by the Parks Department and are attached to this memo. On final plans, depict these signs on a separate signage plan for the entire project. 6. Barricades and future street extension signs shall be provided per city standard details STR-31 and STR-32 at the end of Street 2. 7. In the Site Development Data table, Proposed Zoning should be R-3, Single Family Residential Sheet 5: 8. There is retaining wall located both in and out of the rear yard drainage and utility easement of Lots 2-7 Block 2. Summer Valley Review Page: 2 a. The City prefers that private walls be located outside of public drainage and utility easement. The D&U easement in this area can be removed from the back of the property and positioned over the backyard swale. The wall can be positioned near the back property line, with consideration made to not impact the existing parcels to the west during construction. b. A Maintenance Agreement for the wall will be needed between the various property owners since there is not an HOA and the wall spans multiple properties. 9. For clarity, show existing catch basins from the adjacent developments (e.g. rear yards of Parkview Point, Northwick, etc.) 10. The city prefers a maximum 3-4 lots of overland drainage prior to providing storm sewer: a. Drainage across Lots 4-8 Block 2 is 5 lots, please evaluate changing the grade break to south side of Lot 4 11. All backyards should provide a minimum 20-lf of backyard at a maximum 10:1 slope. For example, it appears areas such as Lots 5-6 Block 2 do not meet this standard. Please review all lots. 12. Pond Liner: a. Wet basins shall provide a liner with a maximum permeability of 1x10-6 cm/s and a minimum thickness of 12”. The liner shall extend 1-vf above the NWL. b. Please note that the City will not accept a pond until it is holding water at the normal water level. The developer may propose additional improvements to achieve this end goal. 13. Pond Depth: The city is not in favor of making the new pond deeper than the existing, the pond bottoms should match. 14. Final plans should provide details of the infiltration basin. In the infiltration basin, the City recommends providing a Filter Topsoil Borrow (MnDOT 3877.2G) consisting of 70% sand (meeting the gradation requirements of 3126 “Fine Aggregate for Portland Cement Concrete”) and 30% Grade 2 Compost (MnDOT 3890). Lower compost levels have typically proved difficult when establishing vegetation in basins. Sheet 6: 15. Freeboard Standards: a. For stormwater facilities with emergency overflows, the low adjacent grade elevation for all new structures must be a minimum of 3 feet above both the peak surface water elevation for the 100-year precipitation event and 2 feet above the emergency overflow elevation of any immediately adjacent new stormwater basin. i. Lot 2 Block 4 does not meet the EOF requirement (existing pond EOF=910). b. For backyard and side-yard conveyance and temporary ponding areas, there must be at least 1 foot between the overland overflow elevation and the low adjacent grade elevation of the adjacent structure. i. Lots 17-18 Block 3 do not meet the EOF requirement (EOF=912.5 north of Street 2). Summer Valley Review Page: 3 ii. Lots 25-28 Block 3 do not meet the EOF requirement (EOF=913.8). 16. Identify the EOF from the low point between Lots 2-3 Block 1 a. 2% minimum grades in greenspace are required for drainage. i. Therefore, an intermediate grade break is likely needed between the two lots mentioned above. ii. Final grading plans should identify spot elevations between homes. iii. Please ensure the entire development meets green space drainage of 2% minimum grade; e.g. between lots 1-2 Block 1. 17. Any time drainage from one lot passes across another, the location of a drainage swale or EOF path shall be encompassed by drainage and utility easement. a. Lots 2-10 Block 2, Lot 2 Block 1, Lots 22-23 Block 3, Lots 28-30 Block 3. i. The existing EOF (el. 828 @ 6155 Jeffery Ave.) from Northwick Park will utilize the backyards of Block 2. Please depict this EOF on the plans for reference. 18. Lots 25-37 Block 3: drainage and utility easement is approximately 12-ft off the building pad in the rear of the yard. It appears the storm sewer and associated drainage could be moved a bit to the north to help create more backyard area without easement. 19. Easement widths will be confirmed when plan and profiles are provided for the proposed utilities. Generally, a minimum easement width should be twice the pipe depth centered over the pipe, or 10’ (min.) on each side of the pipe, whichever is greater. a. For example, the storm sewer connecting to Northwick Park behind Lot 2 Block 1 does not have enough easement. 20. The rock construction entrance should not be placed in front of the existing home at 6120 Jeffery Avenue, please place at the end of the existing street. 21. Ensure driveways are located a minimum of 6-ft off the property line (e.g. Lots 21-22 Block 3). 22. Temporary hammerhead: a. The plans depict curb and gutter through the hammerhead. Please remove the curb in the turnaround area since it will be damaged during snow removal and be more difficult to plow. b. The developer will need to provide funds to remove the temporary turnaround, restore the yards, and extend the ultimate street section in the future. c. Consider flipping the garage location of the homes adjacent to the turnaround so the driveway can be located in the curbed street. Sheet 7: 23. As previously mentioned, the City of Cottage Grove’s Standard Specifications for Street and Utility Construction shall govern for all improvements on the project. Please revise Note 2 accordingly. 24. MH-35: services may not tie into a manhole. During final design, it may be helpful to relocate MH-35 further back in the eyebrow. Summer Valley Review Page: 4 25. Valve locations will be reviewed with a final plat submittal. Refer to the city’s engineering guidelines for standards related to placement. 26. Move the hydrant on the side of Lot 13 Block 2 between Lot 14-15 Block 3. 27. Storm sewer shall be RCP. 28. On final plans, utilize storm manholes instead of catch basins when they’re not needed for drainage. a. Check CBMH 104-105, CBMH-101, CBMH 131,134, 135. 29. On final plans, a storm sewer structure schedule shall be provided with the final plans which identifies structure diameter, casting, applicable City Detail Plate number, and special notes such as sump depth if applicable. a. The first storm structure upstream of a stormwater basin within the street shall be a sump structure. See applicable city detail plates. b. All storm sewer structures shall be a minimum 2’x3’ catch basin or 4’-dia. manhole structure per the city standard detail plates, no 27” structures allowed. Sheet 8: 30. There appear to be errant sewer labels along Street 1 and 3 for connections and pipe to existing facilities no longer present. 31. Relocate the hydrant on the east side of the eyebrow on Street 1 to the end of the water stub towards the back of the eyebrow. 32. There is not enough easement or right-of-way to install or maintain the hydrant at the north end of Street 2. The city will begin discussions with Woodbury about obtaining additional easement. 33. Rear yard storm shall be 300-ft maximum length for jetting. a. Evaluate ways to improve the storm layout behind lots 18-21 Block 3. 34. Proposed trail crossing of Street 1: a. Signs should be placed on the back side of the crosswalk (W11-2 30x30 & W16-7P 24x18). b. Pavement markings will be required for the trail crossing: i. Provide two 12” wide transverse solid white pavement markings (paint) separated by the width of the trail (8’). c. For clarity, please note on the final plans that any pavement marking will need to be applied in a temporary manner on the interim streets (prior to final wear course), and permanent markings applied when the wedge is removed and the final wear course is placed. Sheet 9: 35. Provide minimum k-values for vertical curves (crest=19, sag=37). 36. Provide a 2% maximum longitudinal street grade for the first 100-ft approaching an intersection. The 100-ft distance shall be measured from the location of a stopped vehicle at the intersection. a. Street 3 approach to Street 2: please try to improve. Summer Valley Review Page: 5 37. Final plans shall include intersection details to clarify drainage patterns and grades for all street intersections (e.g. grades around radii, where crown of street will be carried through or warped, etc.). The need for valley gutters (city detail STR-16) will be reviewed once intersection details and drainage areas are provided, but typically valley gutters are placed when longitudinal grades are less than 2%. a. As currently designed, it appears valley gutters would be required along Street 1 at the Street 2 and Street 4 intersections. 38. A separate sheet shall be provided for the proposed street lighting plan which will need to meet the following guidelines. a. Residential lights should be approximately 200-250 feet apart located at lot lines, at street intersections, and pedestrian crossings. b. Streetlights should be located along the sidewalk side of the street. c. Streetlights in cul-de-sacs should be located towards the back of the cul-de-sac. d. Feed point cabinet locations and source of power should be identified on the plan. e. Identify wire sizes on the plan. Wire to be placed in conduit (1.5-inch minimum NMC). f. Provide a wiring diagram on final plans for the planned circuit(s). Sheet 11: 39. City standard details will be reviewed in more detail with a final plat submittal. a. Streetlights in this development shall utilize detail plate LGT-8. 40. Please incorporate the 2024 city detail plates into this project. They can be located at: https://www.cottagegrovemn.gov/251/City-Standards Sheet 14: 41. In “Landscape Requirements,” it states that 4 trees per lot are required. However, City Code states that for lots greater than 60 feet wide: 3 trees per lot, no less than 2 different species. Coniferous trees may be substituted for any of the overstory deciduous trees (maximum of 2 coniferous trees). 42. Show locations and species of each tree on the landscape plan. 43. Please add not: All lots adjacent to a proposed asphalt trail shall be sodded to the edge of the trail. 44. The City Forester will review the landscape plan for details related to tree species and planting locations. List the following restrictions (note that some have changed since prior years) on the plan such that they can be adhered to during installation and ensure they are applied to the proposed plan: a. Deciduous trees should be located a minimum of 5’ off any utility pipe. b. Coniferous trees should be located a minimum of 15’ off any utility pipe. c. No tree should be located within 10’ of a hydrant or 15’ from a streetlight. d. No trees should be located within a storm pond HWL. e. No trees should be located within a storm pond’s 20-ft access route, and no coniferous trees within 5’ of the 20’ pond access route. Summer Valley Review Page: 6 f. No coniferous trees within 20’ of a proposed sidewalk/trail. g. No deciduous trees within 5’ of sidewalk/trail/driveways. h. Trees should not be planted within drainage and utility easements. i. Boulevard trees and trees within City outlots should conform to the attached approved species list. 45. Please depict all surface features such as traffic signs, streetlights, and hydrants on the landscape plan to help identify potential conflicts. 46. Plant Legend: Please label the three trees in this manner: a. Deciduous Overstory Street Tree (By Home Builder) b. Lot Evergreen Tree (By Home Builder) c. Lot Deciduous Overstory Tree (By Home Builder) Stormwater Comments: 47. HydroCAD: The HydroCAD model includes an inflow hydrograph used to simulate outflow from Northwick Park (resulting from drainage from the Cardinal Reserve and Northwick Park projects). This hydrograph includes a peak flow of 20.27 cfs and volume of 9.49 acre-feet. Please run the HydroCAD simulations using the attached hydrographs generated from the Cardinal Reserve and Northwick models. The attached hydrographs include a 100-year peak flow of 24.6 cfs and a runoff volume of 12.68 ac-ft. 48. Volume Control: a. Stormwater narrative states that Infiltration Basin 1A will be 1.8 feet deep to allow drawdown in 48 hours, but HCAD indicates basin is a bit shallower (902.7 -901 =1.7 feet). Please update the report so plans, models and reports are consistent. b. Storm narrative suggests that volume control target of 34,286 cu ft will be met within Basin 1A (25,382 cu. ft. ) + excess capacity from Rolling Meadows (9019 cu. ft.) = 34,401 cu. ft. The Rolling Meadows final stormwater report explains that 6.52 acres of impervious surfaces required a volume control treatment of 23,667 cu. ft. and the infiltration basins on site provided 32,686 cu. ft. (having an excess of 9018 cu. ft.). Using the excess volume control from the adjoining project seems acceptable, since stormwater ponds and pipes are also shared between these adjoining developments. 49. Infiltration Basin: Sheet 5 of 17 shows Infiltration Basin 1A. An earthen berm and equalizer pipe is proposed to separate the infiltration basin from the wet sediment pond. The storm water narrative suggests that the earthen berm for infiltration basin 1A will be lower than the 100-year HWL, but the plans show the top of berm at elevation 906 and the HWL is 1/2 foot lower at 905.5. Please update the stormwater narrative to be consistent with the plans and Hydrocad HWL. 50. Wet Sediment Pond: a. The storm narrative report on page 5 indicates that Expanded Pond 1 will have NWL 902.8 and bottom 892, so max depth of 10.8 feet exceeds allowable range. Depths of permanent pools for wet sedimentation ponds should be a minimum of 3 feet and a maximum of 10 feet as per Section 18.3 of the NPDES Construction Stormwater Permit. Please adjust the maximum depth to comply with the NPDES guidelines. Summer Valley Review Page: 7 b. The proposed permanent pool of Expanded Pond 1 includes 14 acre-feet of volume below the NWL, exceeding the target permanent pool volume of 1.9 acre-feet by about seven times. The city expects ponds to hold water at the normal water level (NWL) in normal conditions. Evaluate potential runoff to the pond in order to demonstrate that the drainage area will be sufficient to maintain the permanent pool at the NWL in most years. c. Developers and contractors have had a difficult time keeping clay liners functioning properly during the time that the pond is filling with runoff. While the clay is exposed, it often erodes as water runs down it – water can then infiltrate. Prior to the pond filling, weeds and volunteer trees can grow up through the clay which allows a conduit for water to infiltrate This is especially problematic when ponds are so much larger than required. Please include a plan for keeping the clay functioning properly during the time it is filling with water. 51. Water Quality Analysis: The P8 model was used to analyze the existing and proposed water quality of the site. a. The proposed drainage area in the P8 simulation totals 42.37 acres, which is 1.13 acres less than the 43.5 acres simulated in HydroCAD. This appears to be due to the simulated area of subwatershed 2.6PR listed as 22.9 acres rather than 24.03 acres used in HydroCAD. Please update the P8 model to simulate the same area as within HydroCAD or explain the differences. 52. Infiltration Basin Construction: Include notes on the final plans indicating how to stage construction and use low-impact earth moving equipment to avoid compaction of the soils under the infiltration basin in order to improve the likelihood of successful infiltration. The NPDES Construction Stormwater Permit requires care during construction of infiltration basins as listed in Sections 16.4 and 16.5 (reprinted below): a. 16.4 Permittees must not excavate infiltration systems to final grade, or within three (3) feet of final grade, until the contributing drainage area has been constructed and fully stabilized unless they provide rigorous erosion prevention and sediment controls (e.g., diversion berms) to keep sediment and runoff completely away from the infiltration area. [Minn. R. 7090] b. 16.5 When excavating an infiltration system to within three (3) feet of final grade, permittees must stake off and mark the area so heavy construction vehicles or equipment do not compact the soil in the infiltration area. [Minn. R. 7090] 53. Native Seed Mixes: Native Seed Mixes are shown in the legend of the landscaping plans, but the hatched areas aren’t discernible on the plan sheets. Please update the plans to show the proposed native seeding areas. 54. Rational Storm Sewer Design: a. The City Surface Water Management Plan requires that: “Trunk facilities should be analyzed and designed to accommodate the 100-year ponded discharges plus 5-year rational flows from areas that enter the trunk to be carried to the next storage area downstream.” Outflow from Northwick is 24.6 cfs--higher than the value of 20.3 cfs that was used in the rational design spreadsheet for the storm drains between STMH119 and FES100. Please update the rational spreadsheet to include 24.6 cfs as the 100-year outflow from Northwick. Summer Valley Review Page: 8 55. Control erosion at construction sites: a. The city requires that applications for new or redevelopment activity include in their applications for City review, a SWPPP as required under the NPDES construction permit in effect at the time of review. Please include a SWPPP during the final plan submittal. b. Construction sites will be inspected to ensure compliance with the existing erosion and sediment control ordinance, Watershed District requirements, and with the construction site permit under NPDES Phase II MS4 rules. The city completes quality assurance inspections on all NPDES permits in the city (where the City is not the owner) twice each month. Erosion and sediment control best management practices as outlined in the Minnesota Stormwater Manual will be required and must be shown on required submittals to the City for approval. Any street sweeping conducted by the City to remove erosional debris from streets will be charged to the owner of the property. Please note that the city requires perimeter controls at the back of curb and around lots during home building phases. 56. Testing: The city will require post-construction testing to verify the infiltration/filtration rate and drawdown period of any infiltration/filtration basins. Please add the following to the infiltration basin plan notes: “Post construction testing of the infiltration rate and drawdown period will be required.” Post construction testing should yield results of approximately twice the design rate, providing a safety factor consistent with Section 16.11 of the NPDES Construction Stormwater Permit. If test results exceed 8.3 inches per hour, Section 16.16 requires that soils be amended to slow the infiltration rate below 8.3 inches per hour. 57. Models and CAD Files: Please note that digital copies of the final version stormwater models (HydroCAD, P8) and shapefiles or CAD drawings of existing and proposed drainage areas are to be submitted to the city once the review and revision process is complete. Boulevard Tree Planting List 2020 Overstory Northern Pin Oak- Quercus ellipsoidalis Red Oak- Quercus rubra White Oak- Quercus alba Swamp White Oak- Quercus bicolor St. Croix Elm- Ulmus americana ‘St. Croix’ New Horizon Elm- Ulmus ‘New Horizon’ Accolade Elm- Ulmus davidiana var. japonica 'Morton' Skyline Honeylocust- Gleditsia tricanthos var. inermis ‘Skycole’ Hackberry- Celtis occidentalis River Birch- Betula nigra (SINGLE STEM ONLY) Yellowwood- Cladrastis kentuckea Kentucky Coffeetree- Gymnocladus dioicus London Planetree- Platanus × acerifolia Tuliptree- Liriodendron tulipifera Understory Japanese Tree Lilac- Syringa reticulata 'Ivory Silk' Spring Snow Crabapple- Malus ‘Spring Snow’ Ironwood- Carpinus caroliniana City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Regarding: Summergate Development Dear Sir or Madam: I am writing to express my concerns regarding the proposed Summergate Development. I am very concerned about the number of houses being built and the overcrowding of the schools in Cottage Grove. My parents moved to Cottage Grove in the 70’s. Both of my parents taught in District 833 for years, my father retired from teaching at Woodbury High School. I grew up really getting to know the ins and outs of this district. There was quite a lot of building when I was young, however it seems not nearly as much as is happening today. My first school was Pine Hill and then in 5th grade I was moved to the newly built Grey Cloud Elementary. After elementary school I went to Oltman Middle School and then in 9th grade I was moved to Cottage Grove Middle School. Finally, I completed high school at Park. I know from my experience that this constant movement was very stressful, and I ended up suffering from severe mental and emotional distress in middle school, due to constantly moving, losing friends, and having to make new friends, etc. My husband and I lived in St. Paul for years, and our son who is now in 2nd grade at Grey Cloud Elementary, went to kindergarten in St. Paul. Honestly if I knew what I know now about the City of Cottage Grove, we may have never moved here. I grew up here loving the open spaces and now it’s just house after house after house, and houses just keep being built. The schools are way too crowded. My son says because of all the kids, he hardly has time to eat lunch. I feel like he was getting more attention in school in St. Paul than he does here in Cottage Grove. My son has ADHD and needs a little extra help at school. He is currently receiving that help, but I was surprised by how excited his teacher was that he was selected, until she told me that there are so many kids, not every kid who needs it is able to get that extra help. I know I’m not the only person concerned about our schools in Cottage Grove. I would say once a week or more, I hear parents complaining about the schools in Cottage Grove and how they are either pulling their kids out of the district schools to homeschool them, or are looking for charter or private schools to move their children to. The schools are way over capacity, kids are out of control, and there is not enough staff to deal with all of this. I can’t fathom why the city would think it is a good idea to keep building, to add to the problems that these schools are seeing. I think some thought should be put into pausing some of these developments until some planning can be done to address the capacity issues in the schools. If this does not happen, I think you are going to see a lot of people leaving Cottage Grove and/or removing their kids from this district. As I said earlier, my parents were teachers in this district and they still have friends that were teachers, and even principals in this district, and these former educators can’t understand why the city continues to let developers come in to build homes when there is a crisis at our schools. Sincerely, Ann Walsh 6168 Jeffery Avenue South Cottage Grove, MN 55016 CITY OF COTTAGE GROVE, MINNESOTA ORDINANCE NO. 1080 AN ORDINANCE FOR THE CITY OF COTTAGE GROVE, MINNESOTA AMENDING CITY CODE TITLE 11-1-3, ZONING MAP, VIA REZONING CERTAIN PROPERTY IN SECTION 3 FROM AG-2, AGRICULTURE TO R-3, SINGLE FAMILY RESIDENTIAL DISTRICT The City Council of the City of Cottage Grove, Washington County, Minnesota, does ordain as follows: SECTION 1. AMENDMENT. The City of Cottage Grove’s Official Zoning Map as referenced in Section 11-1-3 of the “Code of the City of Cottage Grove,” County of Washington, State of Minnesota, shall be amended by rezoning 24.5 acres of land legally described below from AG-2, Agriculture, to R-3, Single Family Residential: Those parts of the East One-Half of the Northwest Quarter, the West One-Half of the Northeast Quarter of Section 3, Township 27 North, Range 21 West, Washington County, Minnesota, described as follows: Beginning at the Northwest corner of the Northeast Quarter of said Section 3, thence North 89 degrees 49 minutes 33 seconds East, bearing assumed, along the North line of said Northeast Quarter, a distance of 493.26 feet; thence South 01 degrees 12 minutes 45 seconds West, parallel with the West line of said Northeast Quarter, a distance of 1006.65 feet; thence South 89 degrees 49 minutes 33 seconds West a distance of 1058.68 feet to the East line of the West 752.00 feet of the East One - Half of the Northwest Quarter of said Section 3, thence North 01 degrees 06 minutes 59 seconds East, along said East line, a distance of 1009.93 feet to the North line of the Northwest Quarter of said Section 3; thence South 89 degrees 50 minutes 23 seconds East, along said North line of the Northwest Quarter, a distance of 567.04 feet to the point of beginning. Abstract Property SECTION 2. REZONING. The Official Zoning Map shall be amended by changing the zoning classification of the 24.5 acres of land legally described above from AG-2, Agriculture, to R-3, Single Family Residential, based on the following findings: A. The Future Land Use Map in the 2040 Comprehensive Plan identifies the future land use of the subject property as Low Density Residential. B. The proposed R-3, Single Family Residential District, and its development standards, is consistent with the proposed low density residential land use designation in the Future Land Use Map of the City’s 2040 Comprehensive Plan. C. The proposed preliminary plat is consistent with the low density residential land use designation for this area. D. The subject property is within the MUSA and can be properly served by public utilities. City of Cottage Grove, Minnesota Ordinance No. 1080 Page 2 of 2 E. The proposed development helps provide the city with a diverse mix of housing types that are needed to serve all income levels and stages in the life cycle. SECTION 3. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes Section 412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of the entire ordinance is available without cost at the office of the City Clerk, the following summary is approved by the City Council and shall be published in lieu of publishing the entire Official Zoning ordinance: “The City of Cottage Grove’s Official Zoning Map (City Code Title 11-1-3) shall be amended by rezoning 24.5 acres of land generally located south of the Woodbury border, east of the Northwick Park development, west of the Rolling Meadows development, and north of the Parkview Pointe development , from AG-2, Agriculture, to R-3, Single Family Residential.” SECTION 4. EFFECTIVE DATE. This ordinance amendment shall be in full force and effective from and after adoption and publication according to law. Passed this 17th day of April, 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk CITY OF COTTAGE GROVE CITY COUNCIL RESOLUTION NO. 2024-064 RESOLUTION APPROVING THE PRELIMINARY PLAT NAMED SUMMER VALLEY WHEREAS, Summergate Development has applied for a preliminary plat for a residential subdivision to be called Summer Valley, which subdivides 24.5 acres of land into 71 lots for single- family homes and 2 outlots to be located on property legally described as: Those parts of the East One-Half of the Northwest Quarter, the West One-Half of the Northeast Quarter of Section 3, Township 27 North, Range 21 West, Washington County, Minnesota, described as follows: Beginning at the Northwest corner of the Northeast Quarter of said Section 3, thence North 89 degrees 49 minutes 33 seconds East, bearing assumed, along the North line of said Northeast Quarter, a distance of 493.26 feet; thence South 01 degrees 12 minutes 45 seconds West, parallel with the West line of said Northeast Quarter, a distance of 1006.65 feet; thence South 89 degrees 49 minutes 33 seconds West a distance of 1058.68 feet to the East line of the West 752.00 feet of the East One - Half of the Northwest Quarter of said Section 3, thence North 01 degrees 06 minutes 59 seconds East, along said East line, a distance of 1009.93 feet to the North line of the Northwest Quarter of said Section 3; thence South 89 degrees 50 minutes 23 seconds East, along said North line of the Northwest Quarter, a distance of 567.04 feet to the point of beginning. Abstract Property WHEREAS, public hearing notices were mailed to surrounding property owners within 500 feet of the proposed development site and a public hearing notice was published in the Saint Paul Pioneer Press; and WHEREAS, the Planning Commission held the public hearing on this application on March 25, 2024; and WHEREAS, the public hearing was open for public testimony and testimony from the appli- cant and the public was received and entered into the public record; and WHEREAS, the Planning Commission unanimously (6-to-0 vote) recommended approval of the preliminary plat to be called Summer Valley, subject to certain conditions. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the preliminary plat for a residential subdivision to be called Summer Valley, which subdivides 24.5 acres of land into 71 lots for single-family homes and 2 outlots, located on the property legally described above. The approval of the prelim- inary plat is subject to the following conditions: City of Cottage Grove City Council Resolution No. 2024-064 Page 2 of 5 General Development 1. The developer and builders must comply with all city ordinances and policies except as may be modified by agreement of the Applicant and City staff. 2. The Applicant must remove the existing temporary cul-de-sacs that were installed as part of the Northwick 2nd development and Rolling Meadows development and restore the areas as necessary. 3. The Applicant must obtain appropriate building permits from the City, and permits or ap - provals from other regulatory agencies including, but not limited to: South Washington Watershed District, Minnesota Department of Health, Minnesota Department of Natural Resources, and Minnesota Pollution Control Agency. 4. The Applicant shall enter into a development agreement with the City. The development agreement shall be executed by the Applicant prior to City Council approval of the final plat. 5. The Applicant shall incorporate into the final plat the recommendations, requirements, and evaluations noted in the Bolton & Menk memorandum dated March 19, 2024, subject to modifications that are agreed to by the developer and City Engineer. All comments shall be adopted herein by reference. Platting, Land Dedication, and Easements 6. The project shall be completed in accordance with the plans submitted and as amended by the conditions of approval and as approved by the City Engineer. Any significant changes to the plans, as determined by Planning staff, shall require review and approval by the Planning Commission and City Council. 7. Outlots A and B shall be deeded to the City at the time of recording of the final plat. 8. All conditions of the Ravine Parkway deferred assessment waiver must be addressed at time of sale of the property and prior to the recording of a final plat. 9. The park dedication requirements will be partially satisfied upon dedication of Outlot A that contains the regional trail. Payment of the remaining cash in lieu of land dedication as detailed in the development agreement and at the time of recording of the Final plat will be required. Construction and Grading 10. A grading permit and financial guarantee is required prior to beginning any site work. 11. Upon completing the installation of sanitary, water, and storm utilities, an as-built survey of these utilities must be submitted to the city. Electronic copies of site utilities must be sub - mitted to the city. 12. The Applicant shall be responsible for constructing the trail segment through Outlot A and sodding it in its entirety. City of Cottage Grove City Council Resolution No. 2024-064 Page 3 of 5 Lot Performance Standards 13. The architectural standards of the homes shall be consistent with the following: a. The minimum attached garage floor area for dwellings shall be 440 square feet. b. Architectural design is required on all four sides of the principal structure. c. Architectural materials must be varying on the front façade of the principal structure (shakes, board and batten, accent siding, shutters, window boxes, etc.). 14. Once a house plan is approved for a given lot, no identical house plan may be constructed on the five lots surrounding it, i.e., the lots adjacent on either side, the lot most directly across the street, and the lots adjacent to the lot most directly across the street. Utilities 15. The Applicant is responsible for providing the necessary easements and for building the road and utility improvements serving the site. All drainage and utility easements, as rec- ommended by the City Engineer, must be shown on the final plat and dedicated to the City for public purposes. Streets 16. Future road connection signs shall be provided at the future road access point in the north- ern portion of the development. Landscaping and Irrigation 17. Irrigation systems installed within City right-of-way are solely the responsibility and risk of the developers, or individual. The City is not responsible or liable for any damage or costs related to installation, damage, or replacement of lawn irrigation systems placed in the boulevard as a result of City use of or future changes in the right of way. 18. The Applicant is responsible for establishing the final grades, topsoil, and sodding of all the lots, outlots, and boulevards within the subdivision. 19. Sod shall be installed to the edge of the trail in Outlot A, and the adjacent property owners are responsible for maintaining the sodded area as part of their yard to the edge for the trail. 20. One boulevard tree, three yard trees, and ten shrubs shall be installed within each lot per ordinance. 21. Prior to releasing the plat for recording, a final landscaping plan shall be approved by planning staff in writing. Onsite Infrastructure Improvements 22. A street lighting plan must be submitted by the developer and approved by the City Engi - neer. City of Cottage Grove City Council Resolution No. 2024-064 Page 4 of 5 23. The Applicant must place iron monuments at all lot and block corners and at all other angle points on property lines. Iron monuments must be placed after all site and right -of-way grading has been completed in order to preserve the lot markers for future property owners. 24. The Applicant is responsible for the cost and installation of open space markers at the corners of private properties abutting Outlot A and B. The open space markers must be installed before a building permit is issued for the lot that abuts the recommended marker location. The actual number of park boundary markers is outlined in Bolton & Menk plan review letter dated March 19, 2024. 25. The Applicant shall contact the electric, telephone, gas, and cable companies that are authorized to provide service to the property to ascertain whether any of those utility pro - viders intend to install underground lines within the development. 26. The Applicant is responsible for all street maintenance; upkeep and repair of curbs, boule - vards, and sod; and street sweeping until the project is complete. All streets must be main - tained free of debris and soil until the subdivision is completed. The developer hereb y agrees to indemnify and hold the City harmless from any and all claims for damages of any nature whatsoever arising out of developer’s acts or omissions in performing the obliga - tions imposed upon developer by this paragraph. 27. The Applicant will provide to the City copies of test results, suppliers, subcontractors, etc., relating to the work to be performed by the developer. The developer agrees to furnish to the City a list of contractors being considered for retention by the developer for the perfor- mance of the work described in the development agreement. 28. The Applicant is responsible for the control of grass and weeds in excess of eight inches on vacant lots or boulevards within their development. Failure to control grass and weeds will be considered a developer’s default and the City may, at its option, perform the work and the developer shall promptly reimburse the City for any expense incurred by the City. 29. The Applicant will be required to conduct all major activities to construct the public improve - ments during the following hours of operation: Monday through Friday 7:00 A.M. to 7:00 P.M. Saturday 9:00 A.M. to 7:00 P.M. (with prior approval from the City Engineer) Sunday/City Holidays Not Allowed This does not apply to activities that are required on a 24 -hour basis such as dewatering or bi-pass pumping, etc. Any deviations from the above hours are subject to approval of the City Engineer. 30. All debris, including brush, vegetation, trees, and dem olition materials, shall be properly disposed of off-site; burying construction debris, trees, and other vegetation is prohibited. Burning of trees and structures is prohibited, except for fire training only. City of Cottage Grove City Council Resolution No. 2024-064 Page 5 of 5 31.The Applicant grants the City, its agents, employees, officers, and contractors permission to enter the site to perform all necessary work and/or inspections during grading and the installation of public improvements by the developer. 32.The Applicant is responsible for completing the final grade on all lots and ensuring all boulevards and yards have a minimum of four inches of organic topsoil or black dirt on them. Placement of organic topsoil or black dirt, sod, and shrubs must not be transferred to homeowners. 33.Notwithstanding any other provision of this resolution to the contrary, the City will issue building permits for model homes as noted in the developer’s agreement to be approved with the final plat. An unobstructed gravel surface road extension from a paved street sur- face to the proposed model home’s driveway is required. 34.The Applicant is responsible to require each builder to provide an on-site dumpster to contain all construction debris, thereby preventing it from being blown off-site. It is the re- sponsibility of the developer to ensure no debris blows on or off site. 35.Adequate portable toilets must be on -site at all times during construction of utilities, road - ways, and houses. At no time shall any house under construction be more than 250 feet away from any portable toilet. Toilets must be regularly emptied. 36.At all times during construction, the approved SWPPP must be followed. The City may impose additional erosion control requirements if it is determined that the methods imple - mented are insufficient to properly control erosion. 37.The Applicant is responsible for erosion control inspection fees at the current rates. If the developer does not reimburse the City for the costs the City incurred for such work within thirty (30) days, the City may draw down the letter of credit to pay such costs. 38.Temporary parking during construction shall be permitted on only one side of the street. Passed this 17th day of April 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 14.A. Meeting Date 4/17/2024 Department Administration Agenda Category Action Item Title Performance Evaluation - City Administrator Staff Recommendation Close the meeting pursuant to MN Statute 13D.05 subd. (3)a to conduct a performance evaluation of City Administrator, Jennifer Levitt. Budget Implication N/A Attachments None