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October 19, 2021 - Council Packet
FE. Shakopee City Council October 19, 2021 7:00 PM City Hall, 485 Gorman St. Vision: Shakopee is a place where people want to be! A distinctive river town, with a multitude of business, cultural and recreational opportunities in a safe, welcoming and attractive environment for residents and visitors. Mission: Our mission is to deliver high quality services essential to maintaining a safe and sustainable community. We commit to doing this cost-effectively, with integrity and transparency. Key strategies: 1. Financial stability 2. Enhancing community strengths 3. Effective public services 4. Communication Mayor Bill Mars presiding 1. Roll Call 2. Pledge of Allegiance 3. Approval of Agenda 4. Consent Business - (All items listed in this section are anticipated to be routine. After a discussion by the Mayor there will be an opportunity for members of the Council to remove any items from the consent agenda for individual discussion. Those items removed will be considered following the Public hearing portion of the agenda. Items remaining on the Consent Agenda will not be discussed and will be approved in one motion.) A. Administration *4. A.1. *City Council Minutes *4. A.2. *Appointment of Individual to BOAA/Planning Commission *4. A.3. *Accept Monetary Donations for the Replacement of Downtown Decorative Snowflake Lights *4. A.4. *Co -appoint Ehlers, Inc. as City Financial Advisor B. Planning and Development *4. B.1. *Road Closures for Holiday Fest 2021 *4. B.2. *Deck Donation— Schleper Stadium *4. B.3. *Text Amendment on Bluffs per City Code Section 151.007 (J) & 151.110; Page 1 of 227 & Design Criteria for Chapter 151 C. Police *4. C.1. *AAA Traffic Safety Grant Application *4. C.2. *Surplus Property D. Public Works and Engineering *4. D.1. *Purchase Street Anti -icing Brine Maker *4. D.2. *Fire Station #1 Parking Lot Rehabilitation *4. D.3. *2019 Sewer Service Lateral Lining & 2019 Cured -In -Place Sewer Pipe Lining *4. D.4. *Quarry Lake Park Mountain Bike Trail *4. D.5. *State Park Road Account Program Application *4. D.6. *Snow Removal Routes for Sidewalk and Trails *4. D.7. *2021 Alley Reconstruction *4. D.8. *Acceptance of a Toro Annual Product Donation *4. D.9. *Windermere South 5th Addition Extended Construction Hours 5. RECOGNITION OF INVOLVED CITIZENS BY CITY COUNCIL - Provides an opportunity for the public to address the Council on items which are not on the agenda. Comments should not be more than five minutes in length. The Mayor may adjust that time limit based upon the number of persons seeking to comment. This comment period may not be used to make personal attacks, to air personality grievances, to make political endorsements or for political campaign purposes. Council Members will not enter into a dialogue with citizens, and questions from Council will be for clarification only. This period will not be used to problem solve issues or to react to the comments made, but rather for informational purposes only. 6. Business removed from consent will be discussed at this time 7. Public Hearings 7.A. Vacation of public drainage and utility easements as dedicated within Outlot C, Summerland Place First Addition 7.B. Assessment Hearing on Delinquent Garbage/Refuse Bills from Republic Services, Res. No. R2021-152 7.C. Assessment Hearing on Delinquent False Alarms. Res No. R2021-153 8. General Business A. Administration 8. A.1. Monthly Financial Review- September 2021 B. Planning and Development Page 2 of 227 8. B.1. Comcast Request for Exception to Undergrounding Pursuant to City Code Section 90.51C.2 (a) 9. Reports 9.A. City Bill List 9.B. Liaison & Administration Reports 10. Other Business 11. Adjournment to Wednesday, November 3, 2021 at 7 p.m. Page 3 of 227 *4.A.1. Shakopee City Council October 19, 2021 FROM: Lori J. Hensen, City Clerk TO: Mayor and Council Members Subject: City Council meeting minutes of October 5, 2021. Policy/Action Requested: Approve the meeting minutes of October 5, 2021. Recommendation: Approve the meeting minutes of October 5, 2021. Discussion: Budget Impact: N/A ATTACHMENTS: a October 5, 2021 Page 4 of 227 Shakopee City Council Minutes October 5, 2021 7:00 PM City Hall, 485 Gorman St. Mayor Bill Mars presiding 1. Roll Call Present: Mayor Bill Mars, Councilmembers Jody Brennan, Matt Lehman, Jay Whiting Absent: Councilmember Angelica Contreras Staff Present: Acting City Administrator Police Chief Jeff Tate, City Attorney Jim Thomson, City Engineering/Public Works Director Steve Lillehaug, Finance Director Nate Reinhardt, Planning/Development Michael Kerski, City Clerk Lori Hensen 2. Pledge of Allegiance 3. Approval of Agenda Councilmember Jody Brennan made a motion to approve the agenda, seconded by Councilmember Jay Whiting and the motion passed. 4-0 4. Consent Business - (All items listed in this section are anticipated to be routine. After a discussion by the Mayor there will be an opportunity for members of the Council to remove any items from the consent agenda for individual discussion. Those items removed will be considered following the Public hearing portion of the agenda. Items remaining on the Consent Agenda will not be discussed and will be approved in one motion.) Whiting remove 4. A.2. for further discussion Councilmember Matt Lehman made a motion to approve the modified consent agenda, seconded by Councilmember Jody Brennan and the motion passed. 4-0 A. Administration *4. A.1. *City Council Minutes Approve the City Council meeting minutes of September 21, 2021. (Motion was carried under consent agenda.) Page 5 of 227 *4. A.2. *Proclamation of Domestic Violence Awareness Month Councilmember Jay Whiting made a motion to acknowledge October as Domestic Violence Awareness Month, seconded by Councilmember Matt Lehman and the motion passed. 4-0 *4. A.3. *Change City Council Meeting Dates Adopt Resolution R2021-139, changing the November 2, 2021 meeting date to November 3, 2021. (Motion was carried under consent agenda.) B. Planning and Development *4. B.1. *Clean Energy Resource Teams (CERTs) Seed Grant Application Adopt Resolution R2021-140, an application to the 2022 Clean Energy Resource Teams Seed Grant. (Motion was carried under consent agenda.) C. Police *4. C.1. *Towards Zero Deaths Grant Award Adopt Resolution R2021-140, accepting the 2021- 2022 Towards Zero Deaths Grant award. (Motion was carried under consent agenda.) D. Public Works and Engineering 5. RECOGNITION OF INVOLVED CITIZENS BY CITY COUNCIL - Provides an opportunity for the public to address the Council on items which are not on the agenda. Comments should not be more than five minutes in length. The Mayor may adjust that time limit based upon the number of persons seeking to comment. This comment period may not be used to make personal attacks, to air personality grievances, to make political endorsements or for political campaign purposes. Council Members will not enter into a dialogue with citizens, and questions from Council will be for clarification only. This period will not be used to problem solve issues or to react to the comments made, but rather for informational purposes only. 6. Business removed from consent will be discussed at this time See item 4.A.2. 7. Recess for Economic Development Authority Meeting Councilmember Matt Lehman made a motion to recess to the EDA, seconded by Councilmember Jay Whiting and the motion passed. 4-0 Page @ of 227 8. Reconvene 9. Reports 9.A. City Bill List Informational only 9.B. Liaison & Administration Reports 10. Other Business 11. Adjournment to Tuesday, October 19, 2021 at 7 p.m. Councilmember Jody Brennan made a motion to adjourn to Tuesday, October 19, 2021 at 7:00 pm, seconded by Councilmember Matt Lehman and the motion passed. 4-0 Page 3 of 227 *4.A.2. Shakopee City Council October 19, 2021 FROM: Lori J. Hensen, City Clerk TO: Mayor and Council Members Subject: Appointment to BOAA/Planning Commissions. Policy/Action Requested: Approve resolution R2021-154, appointing an individual to the BOAA/Planning Commission. Recommendation: Approve resolution R2021-154, appointing an individual to the BOAA/Planning Commission. Discussion: The BOAA/Planning Commission had a vacancy on their board. The city advertised for volunteers interested in filling the remaining term expiring on February 28, 2023. On October 13, 2021, an interview panel consisting of Councilmember Jay Whiting and Noreen Reding interviewed the applicant. After reviewing the qualifications, the interview committee is making the recommendation to appoint Bennett Olupo to the BOAA/Planning Commission for the remaining term expiring February 28, 2023. Budget Impact: N/A ATTACHMENTS: a R2021-154 Page 8 of 227 RESOLUTION R2021-154 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPOINTING AN INDIVIDUAL TO THE BOAA/PLANNING COMMISSION NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA THAT THE FOLLOWING APPOINTMENT HAS BEEN MADE: Bennett Olupo is appointed to the BOAA/Planning Commission for the remaining term expiring February 28, 2023 Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 19th day of October 2021. Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 Mayor of the City of Shakopee ATTEST: City Clerk Page 9 of 227 *4.A.3. Shakopee City Council October 19, 2021 FROM: Nate Reinhardt, Finance Director TO: Mayor and Council Members Subject: Accept monetary donations from downtown businesses and local organizations for the purchase of decorative snowflake lights. Policy/Action Requested: Adopt Resolution R2021-138, accepting 2021 monetary donations for downtown snowflake lights. Recommendation: Accept donations Discussion: The City has received donations, totaling $7,175.00, from the following: $860.00 Shakopee Lions Club $1,140.00 BretBecca, Inc. (The Pullman Club) $400.00 Valley Sport $150.00 Nick Atkinson & Assoc. (American Family Insurance) $425.00 Saks Salon on First $425.00 Tim Whitcomb Agency (Farmer's Insurance) $850.00 Bills Toggery $850.00 Turtles Bar & Grill $425.00 Andrew Frank (Thrivent Financial Services) $400.00 O'Brien's Public House $850.00 Jaycees $400.00 Real Gem The donations will be used to fund the purchase of replacement decorative snowflake lights for the downtown area. The City will collaborate with the Shakopee Public Utilities Commission to install the lights and storage when not in use. Page 10 of 227 Administration and collection of the donations was provided by Duane Wermerskirchen, Chairperson of the Downtown Business Group. The City of Shakopee appreciates the generosity of the downtown businesses and local organizations. The City's donation policy requires a 2/3 vote to accept cash donations of over $1,000.00 and any donation of real property. Budget Impact: The donations will cover the cost to purchase 16 spiral snowflake lights. The total cost of the purchase is $6,768.00, which leaves a remaining balance of $407.00. The balance will remain in a separate account to be used for any related incidental expenses or a future downtown project. ATTACHMENTS: ▪ R2021-138 Accepting Donations for Snowflakes ▪ Donation Details ▪ Display Sales Invoice Page 11 of 227 RESOLUTION NO. R2021-138 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA ACCEPTING 2021 MONETARY DONATIONS FOR DOWNTOWN SNOWFLAKE LIGHTS WHEREAS, on November 6, 2002, the City Council adopted Resolution No. 5794, which established procedure relating to the receipt of gifts and donations by the City; and WHEREAS, Resolution No. 5794 specifies that donations or gifts shall be accepted by resolution of the City Council, and shall require a two-thirds majority of the Council for acceptance; and WHEREAS, the attached schedule lists the monetary donations generously provided to the city in the total amount of $7,175.00; and WHEREAS, such donations will be utilized for the purchase of replacement downtown snowflake decorative lights, which is consistent with the wishes of the donors. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, that the donations are gratefully accepted; and FURTHER, the City staff is directed to send a letter to the donor, acknowledging receipt of the gits and expressing the appreciation of the City Council. Adopted in regular session of the City Council of the City of Shakopee, Minnesota held this 19t', day of October 2021. Mayor of the City of Shakopee ATTEST: City Clerk Page 12 of 227 BU: *: All Business Unit Object: 2025 (ACCOUNTS PAYABLE - NONSYSTEM) Period: 1/1/2021 to 12/31/2021 Receipt Remark l0 E 0) 4t c c N c 0 a V 4) SHAKOPEE LIONS CLUB W U W Z cn j ▪ J 0 CO w = d 04 z C7 U z r x w Q m UJ (n Z a_ z 0 m Li_ a 0> Y Q H O CO (n CO (n ¢ (1) 2 F J W W W> Y CO Y J 0~[ 0 w 03 w Q U Q ❑ Z m iC m 2 C7 m m m m m m in In Cn J fn fn W W W W W W W W W W W W Y Y Y Y Y Y Y Y Y Y Y Y ¢ Q ¢ Q ¢ Q ¢ Q ¢ Q ¢ ¢ W 0 z m W 0 z 0) LL LL LL O 0 0 z z z m 0 W 0 z m LL LL LL LL O 0 0 0 ZZZZ CO CO m m LL LL O 0 z z m N O N U Z U U W H W m O 0 0 0 C O V 00 r Batch # I Receipt # N O N DAVE'S VALLEY SPORT 0 0 N O O N O 00 N (V N O O O N N N NICK ATKINSON & ASSOC. 0 0 0 o LC) LC) N N N N N O O O N N N O O O N N N O O O CO 00 CO N O N BILLS TOGGERY 0 00 18020.2025 N N N N O O O O NNNN r r N O O LL) LC) u) Ln NNNN O O O O N N N N O O O O N N N N O O O 0 CO 00 CO 00 00 M CO N N N O o N N W 00 0) } CO Z Z W J CO } a U Z W O W U d O ¢ W N cn C3 2 0 J N Q Ts W wI- 0 0 0 O 0 0 O o 00 O O0 Total 8020 - HOLIDAY LIGHTING FUND 0 O NN O O N N O N N O 0 CO CO N 0 W co O) O COLO CO CO O O LC) CO CO M CO O O O CO CO CO Cr) r O O 0) o n 0 O N N CO CO CO Ln CO CO CO CO CO CO 00 CO O CO 0) 0) Lf) L() V V M M O Lf) CO CO CO CO CO CO 0) 0) 0) LC) LC) Lf) V V V 0) O) L() V 0) 0 0 CO LC) V V 00 0) 0 0 0 0) CO CO CO V V V CV N O O N N M O) N O N N N N O O O N N N W 0 r O r O O N N 35 O N W RC 1120729 W W 00 O .35 00 N CV ON N (0 C) N N CO CO n 00 O rrr O O O N N N w w w N O N N 00 0 N 00 RC 1120753 N N N N O O O O NNNN O r n O N CO 00 O) O) O) O O N N O O N M V M LC) 0) 0) 00 N 00 00 00 O O 0 V N N N U U U > w w 0 a 0 0 Page 13 of 227 Display Sales 10925 Nesbitt Avenue S Bloomington, MN 55437 Telephone 800-328-6195 Fax 952-885-0099 accounting@displaysalesycom www,displaysales.com Bill to: City of Shakopee 485 Gorman St Shakopee, MN 55379 Ship to: City of Shakopee c/o SPUC and Greg Drent 255 Sarazin St Shakopee, MN 55379 item number Descri tion Pole 'De corati oi 4 White Line Single Spiral Snowflake PLAYSALES Invoice Invoice Number INV-0,29936 Invoice date 9/9/2021 Page 1 of 1 Ship Date 9/20/2021 Sales order SO 3302.69 PO Number Duane Wermerskirchen Contact Duane Wermerskirchen Salesperson Lori Lundeen Payment Terms Net 20 Customer Account Due Date Each Includes:: 72 C7 1,ED Cod White Light Bar Bulbs One (1) - Hack Pole Plate Two (2) - 40" Black Adjustable Straps Quantity 1600 Size 4" Color :: WhiteLlne Style 1 SpiraISF 6 EA 134'924 9/29/2021 Unit prke Amo'unt 403.00 6,448.00 Sales Subtotal 6,448.00 S & Sales Tax Subtotal Downpayment Balance due 320 00 0.00 6, 768,00 0.00 Please pay from this Remit to Display. Sales address at top. Past due invoices are subject to a finance charge of 1.5% per month .which is an annual rate of 18% 6, (68 Page 14 of 227 *4.A.4. Shakopee City Council October 19, 2021 FROM: Nate Reinhardt, Finance Director TO: Mayor and Council Members Subject: Co -appoint Ehlers, Inc. as city's fmancial advisor. Policy/Action Requested: Motion to co -appoint Ehlers, Inc. as the city's municipal fmancial advisor. Recommendation: Approval Discussion: The City has contracted with Baker Tilly (formerly Springsted) over the past several decades to provide municipal financial advisory services. The firm has historical knowledge and vast experience working with the city and staff. However, after consideration and review, staff would like to appoint Ehlers as co -financial advisor to provide the same range of services related to debt issuances, economic and redevelopment, and tax increment financing districts. Ehlers is well-known and highly regarded for their knowledge of debt issuances, fmancial planning, community development and economic development/redevelopment. Ehlers is currently assisting the city with a utility rate study for sewer and surface water funds. Ehlers brings to the mix: • Municipal advisors that have a strong balance of bond work, tax increment financing, development expertise. The team assigned to Shakopee has substantial experience. • A broad range of experience with similar cities. • New perspective in terms of development planning and debt portfolio. Which allows for insight and feedback regarding our current approach. Fee amounts for the firms are comparable. This will allow staff to choose the fmancial advisor on a project specific basis that is the best fit for that project. Page 15 of 227 Staff reached out to current comparable city clients and received very positive comments. Specifically in the areas of development/tax increment and customer service. Budget Impact: Relative costs for various consulting services and bond issuances were compared and did not appear to be a significant cost advantage to either firm. Fees will be charged by a per project basis and will be dependent upon size and type of bond issue or the scope of the project. A fee schedule is included with the attachment. ATTACHMENTS: o Ehlers Proposal & Fee Schedule Page 16 of 227 September 28,, 2021 PROPOSAL TO PROVIDE INDEPENDENT FINANCIAL ADVISOR (MUNICIPAL ADVISOR) SERVICES TO: The City of Shakopee, MN FE 1 N /113 113,i, (133 11.E11'.11 ,. [11)311 5 (11) R S lEhiers 3060 Centre Pointe Drive Roseville, Minnesota 55113 Municipai Advisor Registration Number K01165 SEC CIIIK Number, 000'11604197 BUILDING COMMUNITIES. IT'S WHAT WE DO. Mr.. Nato ."Reinhardt BUILDING COMMUNITIES IT'S WI AT WE DO. (.!..!) „3,06,0 Centre Pf:Arlt. Drive Rosewle, mt,„i 5,5n3 Page 17 of 227 City of Shalkopee 485 Gorman ;tlreet Shakopee, MN 55379 Proposal for Municipal Advisory Service s [:Dear IMr„ I einhardt Thank you for the opportunity to provide the finance and develloprrnent advisory services to your community. We belliieve our reputation in debbt:, issuance. and management, deep experience in financial' 'management and economic develloplrxnelrnt and rcdevellopment, fully integrated suite of advisory solutions, dedication to proactive client service and team -based project approach provide a colmlpelllliin , relationship option for the Ciity to consider. For 65 years, Ehlers has helped municipal clients build strong and vibrant communities through financial planning, debt issuance and management, and economic development consulting services. In the last five years alone, our firm has: Advised on 2.,375 debt issues totalling more than $15 billion Completed '754.. long-term financial plans I:::Establliished over 2.00 .rllll"1 districts Colrrnplleted more than 2225 utility rate studies (Irec�uallak:ec� and non....re.ullat:e:c utillik:i We believe the following factors position Ehlers as the advisor most qualified to deliver the services requested: Client -First Values„ IE:hllers prides itself on t::rarnsparelnt. communication, (proactive serviice and an unwavering dedication to helping cllients deaplloy resources in the most efficiient and effective way possible. Ultimately, we (propose •to provide value to the City with ongoiing diiallogue and idea - sharing, insightful analysis, options customized to your situation and a competitive fee structure. Our Expertise. IEhllers is well-known and hiighlly regarded in the (markets we serve for Ilevel giing our knowledge of debt issuance, financial planning, community devellopment and economic development/redevelopment to delliver innovative sollutiions„ Our (proposed advisory team of Stacie Kviillvalrng, Jason Aairsvolld and Keiith Dahl' have over 60 years combined experience working in and for Ilocall units of governlrnrient„ thank you again for the opportunity to serve your community„ e (look forward to discussiing how IE:hllers can best serve the City for years to come. Sincerelly, cie IKviillvang Sr IMuniiciipall Advisor Jason Aar, void Sr. Municipal Advisor Keith Dahl Municipal' Advisor BUILDING C:OMPSIUNITIFs. T's Wp..1AT WE DO. 060 Ce o;� Ale, MN 5,511 Page 18 of 227 II1{ . 4?fli Scope of Services Debt Issuance At the City's diirectlion, 11ThIlers will serve as the City's independent Municiloall Advisor for the lissuance of debt. IlEhllers shall provide all mutually agreeablle services necessary to anallyze, structure, offer for salle and close the transaction. The servFces will be adjusted to meet the specific needs of each debt project. [Exarnplles of the scope of servicencllude„ but are not Ilimited to:. 1. Planning and Development: a. Meet with City officlialls and others as directed to define the scope and the objecti'ves .for project financing/refinancling. b.. Assemblle and anallyze rellevant stalbstlicall linformatibn and other data. c. Discuss with City officiais possFbIle funding options and the fiscall limpIllicatFons of each.. d. Assist wiith determlinilng strateglies to meet federall arbitrage exceptions or mitligatling rebate exposure. e. Coordinate th.le work of bond counsell wiith respect to proper authorizatiion and any dilllgence rellated to tax status of the financing/refinancing. f [Prepare schedulle of events rellated to the lissuance process. g. Attend meetings of the City Council and other 'project and bond issue rellated meetlings as needed and as requested. h.. Structure and recommend terms for the finandng/reflinancling. iL Recommend a method of salle for the flinancling/refinancling. 2. Bond Sales: a.. I:Prepare, and distriibute the Offidall Statement, Notice of Salle and IIE3iid Form to Prospective IlpFdders for competitive salles. b.. Assist the City wiith primary offering dilligence efforts iin coordlinatibn with bond and/or diiscll sure counsell. c. EEvalluate and recommend use of credit ratings and enhancement, as well as coordinate activities with third parties related to same. d. 'Ensure underwriters lliikelly to serve as Ilead or solle managers through competliti've underwriting have knowlledge of the City's bond salles and are alblle to conduct dillFgence. BUILDING COMMUNITIES.. IT'S WI -I AT %,,,V E DO. ..3,0.6..0 Centre Pf:Arlt. Drive, Rosevflle, MN 5,513 Page 19 of 227 e. Assist the City in receiving competitivebilds, evalluate bids for complliance with the requirements of any Notice of Salle, tabullate results, and recommend to the City the most favorablle bid for award. g.. Coordinate the preparation of all Ilegall documentation mernoriallizing the sae of any debt oblligations by the. Clity's bond and any other counsell. Ipreparation of customary numeric& reports to support the work of other Professionalls engaged by the City. h.. Assist the City with negotiated salles through underwriting or direct purchase under scopes of work that will be estabilished at the time of such transaction. 3. Post -Sale Support: a. Coordinate all dosing activities, inclluding the complletilon of any certificates and registration provisions on behalf of the City. h. IRetain records and documentation for all debt issues advised.. c. Regullarlly review the Cilt 's outstanding debt for refunding opportunities. d. Assist with rating surveillance requests. e.. Assist, as requested by the City, with the investment of bond issue proceeds. 4. Paying Agent through Bond Trust Services, an Ehlers affiliate: a. Provide paying agent services as requested for any new debt issuance and/or existing bonds. b.. Coordinate communication and notifications to the Depssitory Trust Company on behalf sfthe City. 5. Arbitrage: a. ip Ir 0 V I'd arbitrage callcullation, reporting, and consulting services to the City. 6. Continuing Disclosure: 1:1111ers shall provide the following services to assist the City in compillance with Rule 15c2-12 adopted by the Securities and IlExchange Commission (SIIEC) under the Securities lExchange Act of 1934 as the same may be amended from tiime to tiime (the "I'Ru a. Monitor for and report summary and deadline dates. BUILDING COMINILMITIES.. LT'S WHAT \NE •DO. cr. COT)tre Point Drive, ReseiAne, 5,5H3 Page 20 of 227 b„ Track and indepelndentlly confirm 'issuer bond calls, rating changes and otliner corporate actions constituting Imateriall events. c. Colmpllete and delliver allll requiilred repolrtiing and Irnotices iirnn complliiance with the Ciity's contiirm ing disclosure agreements„ d„ Audit toast reporting colmplliiance to ensure accurate Irepreen Fons in Official Statements e. I iiellc, aallll investor and underwriter inquiries Ire •: aalydiing 1pa „t colmplliiance -and assist the City with responses„ Consult with the City on secondary disclosure matters and coordinate any activities with bond and/or disclosure counsell„ Economic Development Services At the direction of the Ciity, I:::::::hllers wviillll Iproviide economiic develloplment s lrvices, including but not Iliilmited to the follllowiing: g. Creation and Irnaln .a :dement of tax iincrelrnelnt fiinalnc..iing diistlriicts„ h.. Creation and management of tax abatement programs. Annual preparation of tax iincrelment financiing payment calculations for City l AYGO and/or bond oblliigations„ Creation and management of other publliic finance tolls inclludiing speciiall service districts, housing improvement areas, sbeciall assessments and utility user fees.. k„ Reviieww and e„va lluaatioln c)f proposal for pu.ublliic fin- ciall assistance for plriivate develloprrnent„ II.. Assiistance it:h the negotiation and management of develloplment agreements. rmn„ Creation of strategiies and/or policies for the iimpllermnelntatiion of devellopment and redevelloplment projects including leading efforts for loublk input:. n„ epalratiiolr..n of Iloing lrainga financiiall projections and analysis of funding allt:elrnatiives„ o„ I::::)esign and facilitation of group decisions making and educational) workshops. to As>iistance with grants and other federM funding iilnitiiautiives„ q. Assistance with special Ilegisllatiive items and lolroviisiion of regular Ilc.giisllaatiive ulpdates„ Ir„ Assistance wvik:h ICI lolreloaratlion and evalluation for specific site develloplr rent„ BUILDING COMN UNITIF . IT'S wl""'IAT wrr DO. Q,J 3060 CP o; , IN 55113 Page 21 of 227 II1{ . C;?fli Performance of Services [Milers shall perform ndependent munFclipall advisory and other services upon request of the City and shall continue until services are competed or the City otherwlise olives notlice of abandonment. Compensation for Services 1""'or the professlionall servFces proviided for herelin, Ft s agreed that Ehllers shall be palid accordling to the terms and at the fees, rates and charges as enumerated lin the attached 11"lOe Chart. Method of Payment Ehliers shall submit litemized bills for serviices proviided to the City on a monthlly bask, except for debt issuance fees, which are linvoFced and paid at cliosling. Ehliers billing statement shall ails° show the types of work done Fn various categorlies and the dime spent and fees attrilloutablie to each of these categories. To the extent Possilolle, Ehliers shall linditate for each emplloyee hlis or her name, the number of hours worked, the toplic and nature of the work performed and the totall amount due. [Milers shall submit bills for debt issuance after the award of the sae unlless the parties agree otherwlise. BUILDING COMMUNITIES.. IT'S WHAT W E DO. ..3,0.6..0 Centre Pf:Arlt. Drive, Rosevflle, MN 5513 Page 22 of 227 Schedule of Professional Fees & Expenses a. Debt Issuance Fees Ehllers fees for debt 1H.3suance are based on the amount issued, inducfing competitJve, negotiated and refuncfing bonds. PAR VALUE FEE/$1,000 l"""irst $500,00, $20.00 $500,000 :1,000,000 $10.50 $1,000,001- $2,000,000 $6.00 $2,000,001- $5,000„000 $3.00 $5,000„001 $10,000„000 $2.50 .10,000,001 $15,000,000 $1.25 $15,000,001- $20,000„000 $20,0 0,000 $25,000,000 $1.00 > $25,000,000 $0.50 Multi -purpose issues arecharged at 75% of fee schedulle by purpose or distinct repayment source, but in no case greater than 150% of the appllicablle fee L)ased on issue par amount. • Contemporaneouslly solid issues with the same security are charged with the Ilargest issue at full fee and all other ssues at 80% of the fee schedulle. Advance refunding issues require an additionall $2,500 for added technicall support per issue. Use of open market securities within a defeasance escrow requires an additonall $750 per escrow. Revenue -secured oblIk;)ations non-G.O.) shall carry fees at 150% of the above tabte of fees for generall oblIgalion debt. Debt issues not requiritig an offidall statement shall carry fees at 75% of the applkabte fee for general or revenue -secured oblIgations that require an offidall statement, but iin no case Iless than $5,00 Ehters shall charge fllat fees of $1,500 $5,000 in additon to the standard bond fee for authoring of or consultation on pllanniiig documents or reports requfted for authonzatbn of debt issuance, whiich .fee shall indude rneeting attendance (ie. Capitall lImprovement Street Reconstructibn Pllans, Tax Abatement, etc.). BUILDING COMMUNITIES.. IT'S WFIAT \NE DO. „3,06,0 Centre Pf:Arlt. Drive, Rosevflle, MN 5,513 Page 23 of 227 The City will be responsiblle for the following expenses credit rating fees, egall services, publlication of notices (if any), paying agent fees (if any), escrow agent ees (if any), verification agent (if any), and any fees charged by third 'Parties for information required for the official statement. b. Continuing Disclosure Fees Iiiiiidniers wW asse Continuin Discbailee fees as ifolillows: CONTINUING DISCLOSURE UNDERTAKINGS (CDUs) One (1) to three () CDUs Four (4.) to six (6) CI::::)Us Seven (7) or more CDUs ANNUAL FEE $2,80 $3,300 $3,800 • c. Arbitrage Consulting Fees Ehliers charges $300/hour for projects outside of Fixed Foe Anallysis. 1:::or any hourly rate projects being considered, Ehllers wiH complete a full scope of services and gain client approvalbefore commencing work. MAXIMUM FEE $1,000 ANALYSES Spending Iiiiiiixceptions $3,150 Arbitrage Reporting $1,000 COVERAGES • liDer 5-year anaysis period • Prorated linterirn reports Arbitrage IiiiZevile Per analysis • Up ite 5 years Services other than Illisted above not contemplated at time of issuance are charged based on the type of service performed, expenses incurred, time involved and responsibility assumed. BUILDING COMINILMITIES, LT'S WHAT \NE •DO. cr. COT)tre PT:Ant Drive, ReseiAne, r•irri„i 55H3 Page 24 of 227 d. Paying Agent Service Fees Paying Agent Service fees are charged at the time of dosing and annually on a per -issue basis.. FEE $450 TERM nii t lia (Payabie at dosing) $475 Annual Administration (Payabie in advance) $100 Additional Services (Per notice) Services other than listed above not contemplated at time of issuance are charged based on the type of service performed„ expenses incurred, time involved, and responsibility assumed COVERAGES • Review of finai bond documents • Communication with advisor & bond counsei • Coordination of deiivery of bonds for dosing • Set up of necessary accounts/records • invoicing & collection of debt service payments • Documentation & wiring of debt service payments • Communications with 1::::"ITC • Maintenance of issuer's account • Destruction of Bonds • Processing of optionai redemption notices e. Non -Bond Related Fees • Pr.cessing of mandatory sinking fund notices Most non -bond related advisory services requested by the City will be billed an an houriy basis according to the following rates:. POSITION Senior ML.Anicipai Advisor Municipal Advisor Speciallist na nciai Ana yst Senior IFca Co nsUlta nt Financial Consultant RATE 5265 300/hour $250 300/hour $225 5265/hour $250 $265/hour $265/hour $225 $265/hour BUILDING COMNIUNITIES IT'S WHAT WE DO. OE() Centre Priiirit Drive, Reseedle, mtv 55t13 Page 25 of 227 *4.B.1. Shakopee City Council October 19, 2021 FROM: Jenn Brewington, Economic Development Specialist TO: Mayor and Council Members Subj ect: Road closures for 2021 Holiday Fest Policy/Action Requested: Approval of road closures for 2021 Holiday Fest Recommendation: Approval of road closures of 1st Avenue, Lewis Street, Lewis Street Parking lot and 2nd Avenue Discussion: This year will consist of a walk through parade. Parade floats will be parked along 1st Avenue and attendees may visit each float. This is being done by the Chamber for safety reasons. Budget Impact: N/A ATTACHMENTS: o Holiday Fest Site Map ▪ Holiday Fest Event Application ▪ Holiday Fest Street Closure Information Page 26 of 227 "01 14 10v 4 IIIIII1 , 1111111 C ,11,v,,,p ,v,,0111,V,11,,loVIV,1,1,ijw",vvvvv1111,5 I o 1 I , 11 ,1111 1 111111111111111111111 „„ 1 111111 "'""11111vn 1111111 11111111 11 1111 1111111111111 111111111111 """"""""1111111111 11111 11111111 "'I,1111101 ,V11VV,V111111111111111111111, '111111111111111111111111111111111111 111,1111,111b1,I., 111111 ,,,,v111,11VIVIIVI'llVII; ',11,,V1,1,1111:1,VVI:,:, ,VVi, Ill 1111111 'llt, ,1,1,1111,11, ,,,,,111,v11111111111111111, ',,,p, IIIINI!','„ vin,,1,111,1,1,v,vvIIVIII ,,, :110 ,,I1111111,11,"111iliiilil,1,11 ','„IIIIIIIIIIIIIiiiIIIIIII1111111111111' ,,,,?,,I„,1,,,I,,l,„,,,:,,,I,''' '„„ IVIIIVVIVII,Ill'ill'IVV ' ' 7,,1111111111111111;)1111"''''''"11',1111',1",,',',„, 111111111111., IIIIV1111'11 „ ' .11'11'1l''I'''I'I'11111'1'111111111111''':!;,'!' '1111'111' '„.1111111111111111111111, II., 1111;,:,1,;"1,h, 1$ff(4I11111$11,1111,111, 11 ,11„,i,IIIIIIIIIIIIIIIIIIIIIIIIII,,,,, ,IIIIIIII, 10,',I!,I'„!IE,1111,111,II, 111'111111111, vvvvvVrIV,11, 001111111,o, """' 1111111111111111111111, VI!VII,11111111,0 ""13," .11111 vvvvvvvv„„, ' V 111,1,1,1,1,1,1111,1111111v, 111v „„1111101R011111 v1VIlv ,v,v,VVVVV,1111V,V,VIV,V,IvV,111VIV 1111111111111111111111111111 111111, ,vvIVIVVVVVIVH j) gal 111111, vvV1, 1111 „ v 1 n'OPWV" VVVVVV11111,11 ii111000,11100,1044IP,11,0111111R.,„1„,„1„, „„, „ ,0,11111111 1111111 vioh( 11.1111111i1)1,111114111111 .1; 11111111111111.1.„ VV""1111J111111‘"H ,1111111111y„,,,111111vvvIlvvv, 1111 „n)1111111111111111111v IlloV1,1„?„1„; vvv. IVVVV1H„111'11',1,'(:111 ,1VVvvvVvv ,;„ ,I1,,H,„II,IIII,,111,1,IIIIIIIIIIIIIIII,IP„1,1,,,,,,,II,1,,I,,,,,,I;' ,1, ,,,,,,,, ',',I' II,II,t,t,,,,,,,,,,,,,u,y11111,1111111111IIiiir111 , VVIIVHIIVVVV 1111'11 'rf°'" nvVvv,v111 „VIVVIIIVVIVIIIVVVVIIIIV111111111v,,vvV,VIIVVVVVY e VI :III , 1.11,1 0“111,vklullollvIIIVIYI v1VvVIV 'III IIIIIIII vvvIv,v1VIV,VVVVV; 1 11111111:,,„,' 11„ P NOP' t ) ' 4 A 11,1'11,111' 1,000400,010000,1,01,01,,,wimmr1II00,400,10,000,11,H CANI 0.11111it 00111 S s ecial vent A iplication City of Shakopee 485 Gorman Street, Shakopee, MN 55379 Phone# (952) 2.33-9300 Fax (952) 233-3801 vN,.!4.N11.,,S1141,1SSIPSSAI.N...I9v tro,fiCE I ISE ONit Dale inc Rec'd Contact Jnformatiou .Name/Organization: Shakopee Chamber & VisitorsBiureau Email agrotewoldAshakopee.org_. 'fax Exempt:: Yes (Submit SF3) No MN Tax ID# Fed. Tax 1D# 41.367856 Address: 1801 E. County Rd 101 City: Shakopee State: MN Zip:. 55379 Main Phone: 952-445-1660 Alternate Phone.: 605 682 9068 Reservation Information Event. Date: 12/04/2.021 Day of Week.: SaturdayStart Time: (1.0am set up) 12pm event start End Time: 5_ pm endifigm tear down complete) Event Type/Description Holida_yFestival: Winter Market Business Activity Stations, Food/Beverage Vendors, WALK THROUGH Parade, Photos with Santa, Tree Lighting, Fireworks, *possible* Horse &. Carriage Rides Location: (Please attach a detailed description and site map Downtown: l'' Avenue, Lewis Street, & Lewis Street Parking Lot Special Use Permit and/or Insurance Requirements ( Initials Required) Special Permits and/or additional insurance may be required if you are planning an event with ANY of the following: X Yes € No Street Closure/Barricades X Yes € No Entertainment X Yes No *Alcohol or food sales X Yes €No Amplified Music Yes X No Staking of tents/shelters (For Market Vendors) X *Other (Garbage Cans/Collection.) Please specify: Garbage & .Recycling Cans Initials Required My event will not include any of the activities listed above. .1 would like to apply for a Special Permit, Please contact Lori Hen.sen-952-233-9318 or lhensengShakopeeMn.gov 1 will provide the appropriate insurance 7 days prior to my event naming the "City of Shakopee" as an additional insured. *Special Permit Required -- May be subject to a Fee.. City Council approval required before issuing of permits, Agreement Signature Required As lawful consideration for being permitted to use city property listed above, I agree that the City of Shakopee shall be held harmless and exempt from liability for any injury or disability which 1 or the participants of the event listed above might incur as the result of use of the thcility listed above due to the passive or active negligence of the City., agents or employees, -fhis release of liability of the City of Shakopee, does not include anyinjuries that I or other participants of the event listed above incur as the result of willful, wanton or intentional misconduct by the City of Shakopee, its agents, employees elected officials or volunteers. In agreement is specifically binding upon the organization and assigns and the assigns of the participants of the event listed above. With my signature, verify I have read andunderstand the inks and regulations for city propertyse DATE: 08110/2021 SIGNATURE: Event Fee $150 arbage Collection $85 $ Cash $ Check $ Approval Credit Card # Payment Inforrnatitm Total Fee $: Credit Card Visa $ MasterCard Expiration Date / 3 Digit Security Code Page 28 of 227 11111111111111111111111 Downtown Shakopee Holiday Festival A free Winter Holiday Festival taking place on 1st Avenue, Lewis Street, Lewis Street Plaza, & the Lewis Street parking lot in Downtown Shakopee. Holiday Fest will feature local business vendors, family friendly activity stations, a 'walk through' parade, photos with Santa, a Winter Market for holiday shopping, annual tree lighting, horse and carriage rides, fireworks, food and beverage vendors, and more! Dates & Time Saturday, December 4th, 2021, from 12pm to 5pm. Closures 1st Avenue & Lewis Street: Holiday Fest will take place along all of 1st Avenue and Lewis Street in Downtown. All parade floats, outdoor business vendors, activity stations, and food/beverage stands will be placed along the streets. We request that 1st Avenue and Lewis Street be closed to the public and cleared of cars by 10am so parade floats/vehicles, food vendors, business stations, and sponsorship booths can set up along the streets and sidewalks between 10am to 12pm. Lewis Street Plaza/Parking Lot: The Winter Market will be on held on the Lewis Street Plaza and the Lewis Street parking lot in Downtown Shakopee. We will request the close of Lewis Street parking lot to all vehicles at 10:00 AM that Saturday, December 4th and reopened by 7pm that evening. 2nd Avenue The proposed horse & carriage rides will take place along 2nd Ave between the Lewis St parking lot and the alleyway behind Bill's Toggery. We will request that section of 2nd Ave be closed by 10:00 AM along with the intersection of Lewis & 2nd Ave. Barricades & T-3 Signs We will need 12 barricades and 3 T-3 signs dropped off in the Lewis Street parking lot by 10 AM that Saturday morning and picked up the following morning at the same location. We will need 6 barricades and 1 T-3 signs dropped off at the corner of 1st Ave and Holmes Street by 10 AM that Saturday morning and picked up the following morning at the same location. We will need 6 barricades and 1 T-3 signs dropped off at the corner of 1st Ave and Sommerville Street by 10 AM that Saturday morning and picked up the following morning at the same location. Garbage Cans We will request 10 trash bins and 10 recycling bins be dropped off at the corner of 1st Ave and Lewis Street and picked up the following morning at the same location. Page 29 of 227 *4.B.2. Shakopee City Council October 19, 2021 FROM: Alyssa Olson, Senior Planner — Long Range and Parks TO: Mayor and Council Members Subject: Deck Donation - Schleper Stadium Policy/Action Requested: Adopt resolution R2021-151, accepting a donation from the Shakopee High School Baseball Booster Club consisting of a new deck and a deck addition to be installed at Schleper Stadium. Recommendation: Adopt the resolution to approve acceptance of the donation. Discussion: The Shakopee High School Baseball Booster Club would like to donate a new deck for fan seating along the first base line at Schleper Stadium as well as an expansion of one of the existing decks. The donation would also include the extension of a concrete walkway to access the new seating. The decks are matching in style, made of low maintenance lumber, will not require the removal of any trees, and will be subject to the building permit process. Budget Impact: No budget impacts. ATTACHMENTS: o Site Plan o Deck Plans o Deck Addition Plans • Resolution R2021-151 Page 30 of 227 1��i II I II'1'll"' �1uP1„ 9 upuo II1111 1111V uu ulm11u11111111111111uuml VM 1111111111 11.111111 wumvl j1116CN 1111111111 liulllu��"' �����auu i111111111111111111,11111111 u,,, Ilud uu° luuuuluuu ull ll'1„ 1111 ';I""IV ld1111111iii1111111111111111 11�1�I1,111111 1111111111111111111111111110111100111100AI uPtVul!� A7PM'14M'M1 111111 P II I�IIIIIIIIII 11111111111111 %mite U 11,„Ilu^111111u'i'WI Iu1iNi,"IIIIoIVIWi NN �''111MI11,1 muuulld r�! 4, 1 Bll, Wlru Illr�l 1llllllllllluill 0 0! .0111""1 mnt ul101, 11I1111 11V19 111 V1111111 �IVlill pd1°, 'ulll' 1 V ° 1 �I''11,up, ip1 dVll p111� 111V11J1, V, I Ilmul ulluutll,N I!h'1VI11 11i 1111111111111111111 111111111111111111 11 11 1o11 �IIIIII Im1u1 11 ^II11 11111111111111111111111111111,1 11i iOi'l° dI IIII u " � '11Ih 111° d lulu 1q '° III,llu111 ului""'iI,11m�'I V1pchitft IIII uu1111io1^p411 iuuluvl i'� AN ""I°;II'illl�lll' G'I'll'!'dl 11ilMtlIul111uMulll 1 Ir1111 lillll'1 111'N'M1 iii uuu II 1i11111r„..... ��II 11111 1IiuNI��I^ IIIII IIII 1111 1'1i11 jiiiill111�1 II'h'1 �1 a"111111�u1'1�111 ' 111 111111h 1111III,uiliu o�1�pllmil111iiill IINIm 11 u 1 o1iimilpl'11' 1 NVPillllll, 111ip1im11, Ilul�oullltlliilii'111II'i1111IIIIIIll1 hou ml �111111111111HH IIII11111uy�1M�11'111'�i V'IIINN 1' Ily '11 111111111111 NN ��I1,pppp I I,,,�,V���� M'MuIVllliillllllu I Io1ipVV1 ulwu IIIIIIIIIIIu�lillll hII1111 11 11 IIII II111 V1111111 uum II pI 1ml uuu um I'�IIi IIYd11u1 111 � 1 uup 'il"1i1111 II �IIINI111d1Po lliliiii muuuiiuuliiliiiill111111111�111 :1:111111111111111111111 lllpII uuu11M1YII i111111ii IiiiilillyIllllllllllllllll �uullllllllllul°V 1lhm^II' 1 1111 1 uullu1111I11 1iiillmu INIIMN IMIIIIIIIIIIIIIVIIh uuIIIIIIIIIIIIIII11iVVNMIVuuu mMWIIIIuimuulllll II 11ul111�u1uulllll'Jug111 �Iq^I11u111i1IIIIIIIII�jllllllulmlu 11uW1uuu I V�IIIIIIII,,,,,,, 1111 11 III dd,; 1111u 1 V °ii11 Mum uu" IiWIIIIIIPJIVluull'1, 1!!II!!uu.u,11°'I,IVIII!11VIPdlllv'luumu..,_'. 1 11 °I1°1lluuul 001 �V 11111111111111111111111111 1111111'u6lfJ111111111111111 00 m N „zit of-� 11111111111111111111111111 �y� 11111111111111111111111111 1111111111111111111111111111 11111111111111111111 11111111111111111111111111111 111111111111111111111111111 1111111111111111111111111111111111111111 II L. Ir II, IIDIDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD HDD IIZ/T 0T-.17 RESOLUTION R2021-151 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA AUTHORIZING THE CITY TO ACCEPT A DONATION FROM THE SHAKOPEE HIGH SCHOOL BASEBALL BOOSTER CLUB CONSISITING OF A DECK AND DECK ADDITION TO BE INSTALLED AT SCHLEPER STADIUM. WHEREAS, the City of Shakopee has been offered a donation from the Shakopee High School Baseball Booster Club in October 2021 and, WHEREAS, the donation is valued at $30,000 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, the City of Shakopee accepts a donation from the Shakopee High School Baseball Booster Club consisting of a deck and deck addition to be installed at Schleper Stadium. Adopted in adjourned regular session of the City Council of the City of Shakopee, Minnesota held this 19th Day of October 2021. William Mars Mayor of the City of Shakopee ATTEST: Lori Hensen City Clerk Page 36 of 227 *4.B.3. Shakopee City Council October 19, 2021 FROM: Mark Noble, Senior Planner TO: Mayor and Council Members Subject: Text Amendment on Bluffs per City Code Section 151.007 (J) & 151.110; & Design Criteria for Chapter 151 Policy/Action Requested: The Council should take separate action on these two items: 1. Adopt Ordinance No. 02021-022 and 02021-023, amending City Code Chapter 151, Zoning Regulations. 2. Adopt Resolution No. R2021-132, amending Design Criteria for City Code Chapter 151, Zoning Regulations. Recommendation: The Planning Commission reviewed this item at their October 7, 2021 meeting and by a 5-0 vote, recommended that the City Council approve the Text Amendment and Design Criteria requests. Discussion: City staff is requesting that the City Council approve Ordinance No. 02021-023, an ordinance amending City Code 151.110, Zoning Performance Standards — Grading, Filling and Excavations by updating the ordinance to meet certain conditions pertaining to disturbance thresholds for grading, filling and excavations; Ordinance No. 02021-022, an ordinance amending City Code 151.007.J. (Zoning General Regulations), by updating the ordinance to meet certain conditions pertaining to standards related to Bluffs; and Resolution No. R2021-132, a resolution amending the Design Criteria for Chapter 151. The Lower Minnesota River Watershed District performed a recent review to determine if the city's official controls pertaining to surface water meet the requirements of the watershed. Their review indicated that the city is in general compliance but needs to clarify Page 37 of 227 a few discrepancies. As part of the jurisdiction oversight of the watershed, the City's controls must be updated to correct these minor discrepancies in order to provide the sole jurisdictional review for private developments and avoid a redundant review by the watershed. Once updated, the city will then be able to renew the municipal permit from the watershed to take on the local governing unit permitting. Surface water control updates identified include: City Code 151.007, City Code 151.110, and the city's Design Criteria. In addition to the required watershed updates relative to the Design Criteria, other "house cleaning" updates are proposed as indicated below. The following is a general summary of the surface water regulatory and design criteria revisions: City Code 151.007: • Updated the threshold trigger requiring a grading permit to include a surface area disturbance of 5,000 square feet. • Added condition to preserve general drainage patterns along bluffs. • Added condition to not create stormwater basins along bluffs. • Other minor edits. City Code 151.110: • Updated the threshold trigger requiring a grading permit to include a surface area disturbance of 5,000 square feet. Design Criteria: • Updated the threshold trigger requiring a grading permit to include a surface area disturbance of 5,000 square feet. • Miscellaneous general updates and clarifications to better capture current practices and standards. • Other minor edits. The implications and effects of these changes are minor in nature and generally do not change how the city has already been managing the developments based on current controls, best management practices and other industry standards. Budget Impact: N/A ATTACHMENTS: • Ordinance No. 02021-022 (redlined) • Ordinance No. 02021-022 Page 38 of 227 • Ordinance No. 02021-023 (redlined) • Ordinance No. 02021-023 o Resolution No. R2021-132 • Design Criteria (tracked changes) • Design Criteria (final) Page 39 of 227 ORDINANCE NO. 02021-022 AN ORDINANCE OF THE CITY OF SHAKOPEE, MINNESOTA AMENDING SHAKOPEE CITY CODE CHAPTER 151.007, ZONING GENERAL REGULATIONS THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, ORDAINS: Section 1. Chapter 151.007.J of the Shakopee City Code is amended to read as follows: CHAPTER 151: ZONING 151.. 7 General °Regulations J. Sta dards Retail g to Bluffs, 1.. P0acement of structures on Dots. a.. Structures must be setback 30 feet from the top of duff. b.. Structures and accessory structures, except stalirways and Dandings, must not be pllaced within biluff liimpact zones.. c. IFences are not conslidered accessory 2.. Stalirwlys, lifts, and Dandling's.. Stalirways and °lifts are the preferred allternatlive to major topographic alliterations for achlieviing access up and down duffs and steep dopes.. Sta.lirways and °lifts must meet the fo011oWng deslign requiirements: a.. Stairways and °lifts must not exceed 4 feet lin width on reslidentliall Dots.. Wider staltways may be used for commercliall properties, pubDc open -space recreationall propetes, and pllanned unlit devellspments; b.. 11.....andlings for stairways and °lifts on residentii;1 Dots must not exceed 32 square feet lin area.. Darger than 32 square feet may be used for commerdall propetes, pubDc open -space recreatiOnall propertlies„ and pllanned unlit devellopments; c. Canoplies or roofs are n t allowed on stalirways, r Dandlings; d. Stalirways, Ofts, and Dandings may be ether constructed above the ground on posts sr pitings, or pllaced lint the ground; pr %tided, they are designed and built lin a manner that ensures controll of soli° eroslion; e. Stairways, Ditts, and Dandlings must be boated lin the most %/Usually linconsplicuous portions of Dots, durling Deaf -on conditions, whenever practlicall. 3.. Vegetation allteratlions. a. Ontenslive vegetation dearling within the blluff liimpact zones and on steep slopes s not allowed.. Ontenslive vegetatlion dearling for forest and converslion to another use outside of these areas s alillowabile as a conditional use f an erosion contra and sedimentation pan s develloped and approved by the s nd water conservation distrUct lin which the property s ocated. b.. On duff iiimpact zones and Ian steep dopes, Illimlited dearling of trees and shrubs and cuttiing, pruniing, and thimmiing of trees s allowable o provide a viiewshed from the priinclipall dwellilling site and to accommodate the ph.zement stalirways, and Dandlings, idiotic areas, access paths, °livestock waterling areas; provided, that; (1) The screeting of structures, vehides, or other factiies, assumiing summer, Ileaf-on condition, s not substantially reduced; and 1 • f Page 40 of 227 (2) ..rhe above provisions are not applicable to the removal of trees, °limbs, or branches that are dead, diseased, or pose safety hazards„ 4.„ Top giraphiic alterations/grading and fiiilllliiing„ a.. Grading and filling and excavattiions necessary for the consttructtiion off sttirucff res , sewage treatment systems, and driveways under v liidly issued construction permits .far these facilities dnot require the issuance of a separate grading and filling permit; however, the grading and filling standards iin this subchapter must be incorporated into the issuance of permits for construction of structures, sewage treatment systems, nd driveways.. b„ °pulblliic roads and parking areas are regulated by division (5) bellow„ c„ A grading and filling permit wiilll be required for: (1) The movement of more than 10 c.o.944--cuII 'iic yards of material on steep . . aslopesoorwwithinsshoreoor bluff iimpact�rirmeso:p;..�!r (2) "The movement > f more than 50 cubic yards of material outside of steep slopes and slhire and bluff iiimmffmaa:tt zoines,A oar (2). 3 The disturbance off Q:.:B 000 s uaire feet Muir immoire surface sods or d„ Alterations must be designed and conducted iin a manner that ensures only the smallest amount of bare ground its exposed for the sh> rttestt time Ipossiiblle.; ll.„ii,ll,e mireseu°wliu'a g exiisttiiun du°aiiuna e att €.iruas aund . u°oltniilbiittiinm . Ilaund dlisttuuu Ibliun . aacttlivlitlies that create new water dii:c.... ro points on steep domes car allohg the Iblluuif. e. Mulches or similar materials must be used, where necessary, for temporary bare soil coverage, and a penrmanentt vegetattiion cover must be established s soon as possible; tt„ Methods to minimize soil erosion and to trap sediments before they reach any surface water feature muast be used; g. Altered aireas must be stabilized to acceptable erosion control standards consistent with the field office techniicaall guides of the local soil and water conservation districts and the U.S. Soil Conservation Service; Ih„ 117iillll or excavated material must not be placed tin a manner that a:::,reattes an unstable slope; Plans to place .151111 or excavated material on steep sl pes must be reviewed lby qualified professionals ff'uir continued slope stability and must not create finished slopes of 30% or greater; j„ 11 1iillll or excavated material must not be placed iin bluff impact zones k„ Altteirattiions of topography must only be allowed if they are accessory to permitted or conditional uses and so not dveirselly affect adjacent or nearby probates; and I.. 1Pllacementt of natural rock iriiprap, including associated grading of the shoreline and placement of r filter blanket, its permitted tiff the finished slope does not exceed 3::1 feet hoiriizonttaall to vertical, the landward extent of the iriiprap its within 10 feet of the ordinary hiigh....w ter level, and the height of the iriipirap above the ordinary high-water level does not exceed 3 feet. arm. "The construction of sttoirummwaatteu° mounds swales, and infiltration II addition to other ilrj iravcrnenntts invoivina soil l saturation, such as treatment systems are rolhiilbiitted ailonft Miffs and within the Ibluft liimm pactt and settlbaclk zones.. ..................................................................................................... 5„ Placement and Design of Roadways and Driveways. a. Roads, driveways, and parking aireas must meet structure setbacks and must not be placed within bluff impact zones, when other reasonably and feasible 2 Page 41 of 227 pOacement allternatOves exOst. Of iclo allternatOves exOst, they nnay be Owed 4111On these areas, and must be designed to mOnOmOze adverse impacts.. (2013 Code, § 11.81) (Ord.. 31, passed 10-25....1979; Ord.. 106, passed 9-30-19 2; Ord.. 116, Passed 4-14-1983; Ord.. 24.6, passed 6-17-1988; Ord. 253, passed 10-14-1988; Ord.. 275, passed 9-22-1989; Ord.. 282, passed 1-5-1990; Ord.. 377, passed 7....7....1994; Ord.. 470, passed 1....1....1997; Ord.. 494, passed 8....14....1997; Ord. 495, passed 8....14.-1997; Ord.. 501, passed 9-18....1997; Ord. 518, passed 7....2....1998; Ord.. 64.3, passed 11-14-2002; Ord.. 815, passed 2....26....2009; Ord. 901, Passed 2-17-2015; Ord. 94.0, passed -16-2016; Ord.. 950, passed 11....15....2016; Ord. R2020-00 , Passed 11....04....2020; Ord. 2021-006, passed 03-16-2021) FilISTORY Amended by Ord, 02018-017 Creating of a Zoning Table on 11/20/2018 Amended by Ord, 02019-010 Amending Off Street Parking on 8/7/2019 Adopted in regular session of the City Council of the City of Shakopee, Minnesota held this 19t11 day of October, 2021. Mayor of the City of Shakopee Attest: City Clerk Published in the Shakopee Valley News on the day of , 2021. 3 Page 42 of 227 ORDINANCE NO. 02021-022 AN ORDINANCE OF THE CITY OF SHAKOPEE, MINNESOTA AMENDING SHAKOPEE CITY CODE CHAPTER 151.007, ZONING GENERAL REGULATIONS THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, ORDAINS: Section 1. Chapter 151.007.J of the Shakopee City Code is amended to read as follows: CHAPTER 151: ZONING 151.. 1 1 General °Regulllatiions Sta dards Relating to Bluffs, 1.. Placement of structures on lots.. a.. Structures must be setback 30 feet from the top of bluff„ lb.. Structures and accessory structures, except stairways and llandiings, must not be placed within bluff impact zones„ c.. IF:::E noes are not considered accessory facilities.. 2.. Stairways, Iliifts, and landings.. Staiiirways and lifts are the preferred allternatiive to major topographiic allteratiions for achiieviir"ng access up and down bluffs and steep slopes„ Stairways and Iliifts must inmeet the following design requirements:: a.. Stairways and Iftfts must not exceed 4 feet iin width on residential lots.. Wilder st iirways may be used for commercial properties, publliic open -space recreational propertiies, and planned unit developments; lb.. I0.....arudiiuigs for stairways and Iliifts on residential lots must not exceed 32 square feet iin area.. 1i.....endiings larger than 32 square feet may be used for commercial propertiies, public open -space recreatiionall properties., and planned unlit developments; c.. Canopies or roofs are n.t allowed on stairways, lifts, r landings; d.. Stairways, lifts, and landings may be ether constructed above the ground on posts or pilings, or (placed into the ground; Iproviided, they are designed and built iin a manner that ensures control of soiill erosion; e.. Stairways, Iliifts, and landings must be located liirn the most viisuallllyiinconspiicuous portions of (lots, during leaf -on conditions, whenever practical.. 3.. Vegetation allteratiions„ a.. intensive vegetation clearing within the bluff impact zones and on steep slopes s not allllowed„ intensive vegetation dead ng for forest Rand conversion to another use outside of these areas its allowable as a conditional use if an erosion control and sedimentation plan its devell'.ped and approved by the soil and water conservatiin diistrict in which the property its located.. b.. On bluff impact zones and on steep slopes, °liirmiited clearing of trees and shrubs and cutting, pruning, and trimming of trees its allli wablle o provide a viiewshed firm the principal dwelling site and to accommodate the placement of stairways, and landings, picnic ares, access paths, °liivestoclk watering areas; provided, that; (1) The screening of structures, vehicles, or other facilities, assuming summer, Ileaforn condition, its not substantially reduced; and 1 Page 43 of 227 (2) The above provisions are not applliicablle to the reinmovall of trees, Iliimbs, or branches that are dead, diseased, or pose safety hazards„ 4.. Topographic alltterattiions/gradiing and fiilllliine�.. a.. Grading and fiilllliing and excavations necessary for the construction of structures sewage treatment systems, and driveways under valliidlly issued construction permits .f.r these faciilliitiies do not require the issuance of a separate grading and fiilllliiing permit; however, the grading and filling standards in this subchapter must be incorporated into the issuance of permits for construction of structures, sewce rnnensystems, ttre��lftt ste lfms, and driveways.. .� b.. Publliic roads and parking areas are regullatted by division (5) bellow.. c.. A tyradiing andfiilllliiing permit will be required for (1) The movement of irmr•ire than 10 cubic yards of inmatterVall on steep sllolpes r within shore or blluff impact zones; or (2) The 'movement of more than 50 cubic yards of rmatteriiall outside of steep sllopes and shore and blluff impact zones; or (3) ..The disturbance of 5,000 square feet or more surface soiills or vegetation.. d.. Alterations must be designed and conducted in a manner that ensures onlly the smallllestt amount of bare ground its exposed for the shortest time possiiblle whiille preserving existing drainage patterns and prohibiting (land disturbing activities that create new water diisc:hara: e, points on steep sllopes orullong the blluff.. .� e.. Mullches or siiirmiillar mnateriialls irmust be used, where necessary, for temporary bare soil coverage, and a permanent vegetation cover rmust be esttablliished as soon as possible; f.. Methods to irmiiimiimmiize soiill erosion and to trap sediments before they reach any surface water feature must be used; g.. AVttered areas must be stabilized to acceptablle erosion conttroll standards consiisttent with the field office ttechniicall guides of the Ilocall soiill and water conservation districts and the U.S.. Soil Conservation Service; h.. IF:::::iillll or excavated matted II must not be pllaced in a manner that creates an uunstt, bile sllope; ii.. If'Mains to pllace fiillll or excavated unnatteir all on steep sllolpes must be reviiewed by quualliifiied professiionalls for continued sllope stt biilliitty and must not cre.tte finished sllr'.pes of 30% or greater; U.. Il iillll or excavated mmatteriiall must not be pllaced iin blluff impact zones k.. Alterations of topography must onlly be allllowed if they are accessory to permitted or condiifiionall uses and so not adverselly affect adjacent or nearby properties; and II.. If'llaceumentt of natural) rock riiprap, iinclludiing associated grading of the shorelliine and Ipllaceinmentt of a filter bll nikett, its permitted if the finished sllope does not exceed 3::1 feet horiizonttall to verttiicall, the (landward extent of the riilpralp its within 10 feet of the ordinary high-water Ilevell, and the heiight of the riilpralp above the ordinary high-water Ilevell does not exceed 3 feet.. rm.. The ct'.nsttruucttiion of sttormmw.tter ponds, swalles, and infiltration basins in addiittiit.n to other improvements iinvollviing soiill saturation., such as sewage treatment systems are prohibited all.ng buffs and within the blluff impact and setback zones.. 5.. Pllaceirmentt and Design of Il:::Zoadways and Driveways.. a.. Roads, driveways, and parking areas must meet structure setbacks and must not be (pllaced within blluff impact zones, when other reasonablly and feasiilblle: 2 Page 44 of 227 pllaceirnent allterrnatiives exiist.. Of ino allternatiives exiist, they may be pllaced wiitlr�iiirn these areas, and must be designed to rniirniiinniiire adverse impacts.. (20113 Code, § 11..81) (Ord.. 31, passed 10....25.... 1 979; Ord.. 106, passed 9....30....1 982; Ord.. 116, passed 4....14.....1983; Ord.. 246, passed 6....17....1988; Ord.. 253, p ssed 10....14.....1988; Ord.. 2.75, passed 9....22...19 9; Ord.. 282, passed 1....5-1990; Ord.. 37.7, passed .7....7....1994.; Ord.. 4..70 passed 1....1....1997; Ord.. 494, passed 8....14.....1997; Ord.. 4.95, passed 8....114-1997; Ord.. 501, passed 9....18....1997; Ord.. 51 , passed "7....2....1998; Ord.. 643, passed 11....1 .....2102; Ord.. 815, passed 2....26....2009; Ord.. 901, passed 2....17.....2015; Ord. 940, passed 8....16....2016; Ord.. 950, passed 11....15....2016; Ord.. IR2020....008, passed 11....04.....2020; Ord.. 2021....006, passed 03....16....2021 ) II11IISTORY Amended by Ord, 02018-017 Creating of a Zoning Table on 11/20/2018 Amended by Ord. 02019-010 Amending Off Street Parking on 8/7/2019 Adopted in regular session of the City Council of the City of Shakopee, Minnesota held this 19th day of October, 2021. Mayor of the City of Shakopee Attest: City Clerk Published in the Shakopee Valley News on the day of , 2021. 3 Page 45 of 227 ORDINANCE NO. 02021-023 AN ORDINANCE OF THE CITY OF SHAKOPEE, MINNESOTA AMENDING SHAKOPEE CITY CODE CHAPTER 151.110, ZONING PERFOMANCE STANDARDS — GRADING, FILLING AND EXCAVATIONS THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, ORDAINS: Section 1. Chapter 151.110 of the Shakopee City Code is amended to read as follows: CHAPTER 151: ZONING — PERFORANCE STANDARDS 1511„1110 Gl: AlD11ING, 1 11II1,,,,,111,,,,,11IIMG AINVIIID I XCAVATIII 1011 N S A.. Definition.. The term ., I' % DOING as used in thii,s section means any excavating, gradiiirng, fiinnnniing, or any other change in the earth's topography iinvo00viirng disturbing 5,000 square feet or more; or removing, iimportiirng, or mviing more than 50 cubic yards of soil, dirt, or siimiillar r nateriialls„ 11::3„ Grading associates with develop rient. Grading that is proposed to be done in contempllat.iionn of, an connectiion with, or an any manner associated with, the devellopment, subdiiviisiion, or p11a1tiing of nand, m, y on00y be undertaken after « grading permit has been approved and issued by the City II:Engiirneer pursuant to an approved prelliimiinary p11at, pllanned unit devellopment, or condiitiionall use permit Any such grading must be done in accordance with the pllarns as approved by the City IErngiineer„ C„ Other grading. Grading that its not associated with devellopment may on11y be done fter the grading pllans have been approved by the City IErntyiineer and after the issuance of a grading permit by the City Engineer.. Any such grading must be dome in accordance wiithh the pi-ns as approved by the City Engineer.. ID.. Conditio al use permit reguired„ A condiitiionall use permit its reqiired for grading or vegetation allteratiion in a desii nated fi.r.dpllaiin or designated Sh.relland Overpay None„ 11:::.. .Fxceptiofas to grading permit require ent. A grading permit its n.t. required for the following activities, except as may be required by other chapters of this code of ordinances, state statutes or rulles, or federall (law:: 1.. II::arthw rk that will reskIllt in removing, importing, or moving (less than 50 cubic yards of soil, dirt, or siimiillar m teriirll that does not take pllace in any design ted f11oodp00aiin or Shorell nd Overllay Zone; ,. IReirmovall of trees that are storm damaged; 3,. Agriculltur 11 activities; or 4,. Grading or tree removal that has been approved and authorized pursuant to a Woodland Management Flan subject to § 151„113, or a building permit properly issued under Ch.. 111„ Grading per it submittal requirements. No grading permit will be issued until the app11iicant:: 1.. Pays the grading permit fee set forth in the ciity's rmt'.st recently adopted fee schedule; 2,. Submits a compllete grading permit alplplliicatiion in a form approved by the City Il::.Eir giineer; 3,. Submits all plans, drawings, and ca11cu11atiions required by the City Engineer; 4,. Obtains approvals or permits requiir d by other governmentall entities; 5,. If'roviides the city with a certificate of genera°° 11iiabbiliity insurance with Iliimrniits of at Ileast the amounts estab00iished by IM„C„ § 450„04., as it may be amended from time to • 1 Page 46 of 227 tiiirme, and narmiing the city as an addiitiionall iinsuuired for all° work to be done as part of the giradiiirng; and Piroviides the city with a cash depssliit oir a De tear of credit liin a form approved by the City Attorney liin the arnou.mt of 125% of the estiiirnated costs for iinstallllatiioiri .nd coiristiruuuct.ii.n (iinclludiing the costs of city iinspect:iion and adimiiniistiratiion) of all° eirosiion contiroll deviices and siite ire stoiratiioirn, oir $1,000 per disturbed acre, whiicheveir its Irn iig their.. (2013 Code, § 11..60) (Ord. 1, passed ....19 7F3; Ord. 31, passed 10....25....1979; Ord. 96, passed 11....i11....i1962; Ord. 132, passed 9....i22....i1983,; Ord. 15, passed 1 3 n n985; Ord. 246, passed 6....�17....� 198 ; Ord. 253, passed 10....14-19 8; Gird.. 259, passed 11....i11....i1988,; (Ord.. 272, passed 3....i25....i1989; Gird.. 338, passed 8....6-1992; Ord. 377, passed 7.... /....1994., Ord. 434, passed 11 30 1995; Ord. 430, passed 2 1 1996; Ord. 790, passed 3-20....2008; Ord. 815, passed 3....26....2009) Adopted in regular session of the City Council of the City of Shakopee, Minnesota held this 19th day of October, 2021. Mayor of the City of Shakopee Attest: City Clerk Published in the Shakopee Valley News on the day of , 2021. 2 Page 47 of 227 ORDINANCE NO. 02021-023 AN ORDINANCE OF THE CITY OF SHAKOPEE, MINNESOTA AMENDING SHAKOPEE CITY CODE CHAPTER 151.110, ZONING PERFOMANCE STANDARDS — GRADING, FILLING AND EXCAVATIONS THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, ORDAINS: Section 1. Chapter 151.110 of the Shakopee City Code is amended to read as follows: CHAPTER 151: ZONING — PERFORANCE STANDARDS 151.110 GRADING, FILLING AND EXCAVATIONS A. Definition. The term GRADING as used in this section means any excavating, grading, filling, or any other change in the earth's topography involving disturbing 5,000 square feet or more; or removing, importing, or moving more than 50 cubic yards of soil, dirt, or similar materials. B. Grading associates with development. Grading that is proposed to be done in contemplation of, in connection with, or in any manner associated with, the development, subdivision, or platting of land, may only be undertaken after a grading permit has been approved and issued by the City Engineer pursuant to an approved preliminary plat, planned unit development, or conditional use permit. Any such grading must be done in accordance with the plans as approved by the City Engineer. C. Other grading. Grading that is not associated with development may only be done after the grading plans have been approved by the City Engineer and after the issuance of a grading permit by the City Engineer. Any such grading must be done in accordance with the plans as approved by the City Engineer. D. Conditional use permit required. A conditional use permit is required for grading or vegetation alteration in a designated floodplain or designated Shoreland Overlay Zone. E. Exceptions to grading permit requirement. A grading permit is not required for the following activities, except as may be required by other chapters of this code of ordinances, state statutes or rules, or federal law: 1. Earthwork that will result in removing, importing, or moving less than 50 cubic yards of soil, dirt, or similar material that does not take place in any designated floodplain or Shoreland Overlay Zone; or 2. Removal of trees that are storm damaged; or 3. Agricultural activities; or 4. Grading or tree removal that has been approved and authorized pursuant to a Woodland Management Plan subject to § 151.113, or a building permit properly issued under Ch. 111. F. Grading permit submittal requirements. No grading permit will be issued until the applicant: 1. Pays the grading permit fee set forth in the city's most recently adopted fee schedule; 2. Submits a complete grading permit application in a form approved by the City Engineer; 3. Submits all plans, drawings, and calculations required by the City Engineer; 4. Obtains approvals or permits required by other governmental entities; 5. Provides the city with a certificate of general liability insurance with limits of at least the amounts established by M.S. § 466.04, as it may be amended from time to 1 Page 48 of 227 time, and naming the city as an additional insured for all work to be done as part of the grading; and 6. Provides the city with a cash deposit or a letter of credit in a form approved by the City Attorney in the amount of 125% of the estimated costs for installation and construction (including the costs of city inspection and administration) of all erosion control devices and site restoration, or $1,000 per disturbed acre, whichever is higher. (2013 Code, § 11.60) (Ord. 1, passed 4-1-1978; Ord. 31, passed 10-25-1979; Ord. 96, passed 11-11-1982; Ord. 132, passed 9-22-1983; Ord. 158, passed 1-31-1985; Ord. 246, passed 6-17- 1988; Ord. 253, passed 10-14-1988; Ord. 259, passed 11-11-1988; Ord. 272, passed 8-25-1989; Ord. 338, passed 8-6-1992; Ord. 377, passed 7-7-1994; Ord. 434, passed 11-30-1995; Ord. 430, passed 2-1-1996; Ord. 790, passed 3-20-2008; Ord. 815, passed 3-26-2009) Adopted in regular session of the City Council of the City of Shakopee, Minnesota held this 19tn day of October, 2021. Mayor of the City of Shakopee Attest: City Clerk Published in the Shakopee Valley News on the day of , 2021. 2 Page 49 of 227 RESOLUTION NO. R2021-132 A RESOLUTION ADOPTING DESIGN CRITERA FOR CITY CODE CHAPTER 151, ZONING REGULATIONS WHEREAS, Shakopee City Code Chapter 151 contains zoning regulations; and WHEREAS, City Code Section 151.007 establishes certain city zoning general regulations and standards relating to bluffs; and WHEREAS, City Code Section 151.110 establishes certain city performance standards relating to grading, filling and excavations; and WHEREAS, the Design Criteria are defined in a separate standalone document by reference called the "City of Shakopee Design Criteria", latest version adopted by the City Council through Resolution 7933 on October 17, 2017; and WHEREAS, City Code 151.007, City Code 151.110, and the city's Design Criteria have been updated to meet compliance requirements established by the Lower Minnesota River Watershed District and to include other miscellaneous general updates. WHEREAS, a public hearing to consider the action to amend these regulations was held by the Planning Commission in the Council Chambers of the City Hall in the City of Shakopee at 7:00 P.M. on the 7th day of October, 2021; and WHEREAS, ten days published notice was provided by publication of the notice in the SHAKOPEE VALLEY NEWS and posted notice was provided by posting such notice on the bulletin board in the Shakopee City Hall. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA: that it hereby approves and adopts the revised Design Criteria, a copy of which is attached hereto for use with Chapter 151 of the City Code, Zoning Regulations. Adopted in Regular Session of the City Council of the City of Shakopee, Minnesota, held this 19th day of October, 2021. ATTEST: Lori Hensen, City Clerk Mayor of the City of Shakopee Page 50 of 227 City of Shakopee Design Criteria Revised: May 4, 2004 by Resolution No. 6041 Revised: April 4, 2006 by Resolution No. 6391 Revised: September 2, 2008 by Resolution No. 6805 Revised: October 17, 2017 by Resolution No. 7933 R. vise d October 9, 202by.R_eso1ution.No, R..2021 132 City of Shakopee Design Criteria Page 1 Page 51 of 227 Table of Contents Design Criteria and General Plan Requirements - Grading, Street and Utility Improvements Sect. 1 General Sect. 2 Grading Sect. 3 Erosion and Sediment Control Sect. 4 Storm Sewer Sect. 5 Sanitary Sewer Sect. 6 Utilities Sect. 7 Street Lights Sect. 8 Streets and Alleys Sect. 9 Sidewalks and Trails Sect. 10 Lots and Blocks Sect. 11 Plan Standards Sect. 1— General The requirements contained in this document are minimum general requirements for new construction. The City Engineer may require additional information and increase the minimum requirements on any project. Sect. 2 — Grading 1, General. The grading and erosion control plans shall conform to the most recent editions of "Minnesota Stormwater Manual" and the City of Shakopee " ;'gin..aijwre: z: nsfive Star r„;„gip „a,,i Sijjuj:aaaatgx Management Plan" or as modified herein and the City's most recent Standard Detail Plates. L Grading and Erosion Control. A. The minimum allowable grade in non paved areas is 2%. B. No final graded slopes shall be steeper than three (3) feet horizontal to one (1) foot vertical (3:1). C. Driveway grades shall be less than ten (10) percent, and greater than one (1) percent. Driveway grades shall not be greater than six (6) percent within the right-of-way. Commercial and Industrial Driveway grades shall not be greater than six (6) percent for any part of the driveway. D. Lots shall be graded so as to provide drainage away from building locations. City of Shakopee Design Criteria Page 2 Page 52 of 227 Topsoil - Sodding and Seeding. Topsoil moved during the course of construction shall be redistributed in turf establishment areas with a minimum of six (6) inches of topsoil including subsoil scarification to a, depth of four (4) inches. Disturbed boulevard areas shall be restored in accordance with the City of Shakopee General Specifications and Standard Detail Plates for Street and Utility Construction. Additionally, sod must be installed the full easement width of all drainage swales leading to drainage structures on each lot (silt fence must be installed behind this sod). 4 Drainage. During the grading of the site, the natural drainage system shall be utilized as much as feasible for the storage and flow of runoff. As -built Grading Plan. Upon completion of the grading, paving;, and construction of subdivisions, an u_ certified as -built survey of the grading shall be submitted to the City. This plan must, at minimum, show the existing locations and elevations of all street centerline and top of curb high points and low points, all lot corners, building pads, intermediate tops of curb, sidewalks, trails, sanitary sewer structures, storm sewer structures, emergency over flows, high points in non - paved areas, ponding areas and watermain. The plan shall certify that all grading and erosion control is in conformance with the approved plans and that all ponding areas are within drainage and utility easements. Two benchmarks shall be shown on the as -built grading plan. No building permits shall be issued until this—plasithese certified documents have has—been submitted and approved by the City Engineer. An electronic copy must be submitted in a format approved by the City Engineer. 6. Grading Permit. Grading Permits will be required, as described in Section 151.110 of the City Code. Prior to issuance of a grading permit, the applicant shall strictly adhere to the requirements set forth in Chapter 54 of the City Code. The applicant must submit a written application for stormwater management plan approval along with the site's stormwater management plan per requirements set forth in Chapter 54 of the City Code. The applicant must submit the appropriate wetland applications in accordance with the Minnesota Wetland Conservation Act (WCA) per requirements set forth in Chapter 54 of the City Code. 7. Tree Preservation Fence. Existing trees, which are to be saved, shall be protected with a tree preservation fence installed at the drip line of the tree(s). No grading, construction materials, or equipment will be allowed beyond this fence. 8. Plan Requirements. The following are specific requirements related to the development of grading and erosion control plans for the proposed development and adjacent land within two - hundred (200) feet unless noted otherwise: A. Show and label existing underground and overhead utilities. B. Show the location and indication of demolition or relocation of existing structures. C. Show lot corner elevations and benchmarks utilized. City of Shakopee Design Criteria Page 3 Page 53 of 227 D. Existing contours shall be at one (1) foot or two (2) foot intervals shown with dashed lines and screened (e Y half toned.... inn ..._.. i .ht). The contours shall extend beyond the proposed plat boundaries a minimum of two -hundred (200) feet or as necessary to completely show the limits of a drainage basin not fully contained within the proposed plat. Ten (10) foot contour intervals shall be bold. E. Proposed contours shall be at one (1) foot or two (2) foot intervals shown with solid lines. Ten (10) foot contour intervals shall be bold. F. Ponds, wetlands, lakes, streams or manholes shall be shown with the following: 1. Show the NWL and HWL for ponds and wetlands. 2. Show OHWL and DNR number if applicable. 3. Ponds shall :be graded d with 1....(y):4(-u) slopes h ouna the l IWL to NWL a:nd include a, ten (10) foot bench, sloping downward from the NWL ten±101-1tet horizontal-to....t toeat...:. veil" a I,..(v;V:➢00)slope. . 4. Show the delineated wetland boundary. G. Show existing and proposed building footprints with proposed floor elevations. H. The lowest floor elevations of affected structures adjacent to outletted ponds shall be in accordance with the City's S.town—ate=1 s p anon Local Surface 'Water 'Management Mana;,gement ]Tarn and/or Chat) .er 54 of flue "i4y Code. Show emergency overflow routes from all low points and show the high point elevation along emergency overflow routes. Show directional flow arrows. Emergency overflows shall be a minimum of one (1) foot plus the high flow elevation (minimum of 1.5-feet) below the lowest opening elevation of adjacent affected structures. J. Show limits of clearing and grubbing. K. For proposed retaining walls, identify top and bottom elevations of retaining wall. Retaining walls greater than four (4) feet in height shall be designed and certified by a licensed professional engineer. L. Show all lot numbers, block numbers, and drainage and utility easements. 9. Haul Routes. Prior to grading and erosion control operations commencing, a drawing must be submitted outlining the proposed haul routes for the import and export of all materials to and from the site. All haul routes are subject to approval by the City Engineer. Sect. 3 — Erosion and Sediment Control L Purpose. The purpose of this Section is to promote the public health, safety, property and general welfare of the citizens of the City and to conserve the soil, water and related resources and to control erosion and sedimentation caused by land disturbing activities. City of Shakopee Design Criteria Page 4 Page 54 of 227 Z, Administration. The Building Official or the City Engineer (depending on the land disturbing activity) shall be designated as the Administrator of this Section. 3, Activities Subject to Erosion Control Measures. A. Any land disturbing activity in residential, multi -family, commercial or industrial zones shall be subject to erosion control measures �luire a ra i�u pe7rmit provided that: 1. An area of tenfve:-thousand (I F ,000) square feet or greater will be disturbed by excavation, grading, filling or other earth moving activities resulting in the loss of protective vegetation; or, 2. Excavation or fill exceeding fifty (50) cubic yards; or, 3. The installation of underground utilities, either public or private, resulting in more than three -hundred (300) feet of trenching or earth disturbance. B. Any subdivisions that require plat approval or a certified survey map. C. Agricultural lands used mainly for the production of food, general farming, livestock and poultry enterprises, nurseries, forestry, etc., are not subject to the provisions of this Section. D. Any other land disturbing activity for which the City Engineer determines to have the potential for substantial erosion. 4. Erosion Control Plans. A. All land disturbing activities covered by this Section shall be required to have an approved erosion control plan, per requirements set forth in Chapter 54 of the City Code, on file with the City prior to any construction starting. B. The erosion control plan shall contain any such information necessary for the Building Official and the City Engineer to determine that adequate erosion and sediment control measures are proposed. As a minimum, a topographic map showing existing and proposed contours, location of any natural watercourses and drainage ways, the extent of the land disturbing activity and any erosion control measures shall be shown on the plans submitted and approved. C. In addition to the plans, a narrative report summarizing the proposed erosion control measures shall be submitted. This report shall include language discussing the timing of the installation, phasing, stabilization of all structures, maintenance and eventual removal of all structures. A Storm Water Pollution Prevention Plan (SWPPP) in compliance with National Pollutant Discharge Elimination System (NPDES) requirements must also be submitted. City of Shakopee Design Criteria Page 5 Page 55 of 227 D. At a minimum, the permittee shall meet the specifications set forth below and observe the standards established in the NPDES Construction General Permit requirements. 1. Soil Stabilization: Soil stabilization shall be completed in a time period as specified by the NPDES construction general permit and the city's general specifications and standards. The eCity of Shakopee may require the site to be reseeded or a nonvegetative option employed. 2. Seeding: Seeding shall be in accordance with seeding specifications. All seeded areas shall be fertilized, an.. hydro -mulched or mulched, and disc anchored as necessary for seed retention. 3. Soil Stockpiles: Soil stockpiles which shall be inactive for a period of fourteen (14) or more days must be stabilized or covered at the end of each workday. Stockpiles shall include perimeter sediment controls and must not be placed in natural buffers or surface waters, including stormwater conveyances. 4. Ninety Percent Coverage: The entire site must be stabilized at a ninety percent (90%) coverage, using a heavy mulch layer or another method that does not require germination to control erosion, at the close of the construction season. 5. Site Development Sediment Controls: Site development sediment controls practices shall include those identified in the City's general specifications including, but not limited to: a. Settling basins, sediment traps, or tanks. b. Protection for adjacent properties by the use of a vegetated buffer strip in combination with perimeter controls. c. Perimeter control including machine sliced silt fence or other city approved BMP, which shall be in place before, during and after grading of the site. Fencing shall be removed only after seventy percent (70%) stabilization. d. Areas designated as a temporary construction staging area. 6. Temporary sediment basins: For sites that have more than ten (10) acres of disturbed soil that drains to a common location (or, five (5) or more acres for special or impaired waters), one or more temporary sediment basins shall be constructed. Use of temporary basins is encouraged when construction projects will impact steep slopes or when highly erodible soils are present. The basin shall provide treatment to the runoff before it leaves the construction site or enters surface waters. The temporary sediment basins must be designed and constructed as follows: a. Provide live storage for a calculated volume of runoff from a two (2)- year, 24-hour storm from each acre drained to the basin. All basins shall provide at least 1,800 cubic feet of live storage from each acre drained or more. b. For basins where the above calculation e ion 1-0 12, -B.7-.a. has not been performed, a temporary sediment basin providing 3,600 cubic feet of live storage from each acre drained to the basin shall be provided for the entire drainage area of the temporary basin. c. The outlet structure must be designed to withdraw water from the surface in order to minimize the discharge of pollutants. City of Shakopee Design Criteria Page 6 Page 56 of 227 d. The basin outlet shall be designed to prevent short-circuiting and the discharge of floating debris. e. Ensure the basin can be completely drawn down to conduct maintenance activities. f. Include energy dissipation on the outlet of the basin and a stabilized emergency overflow to prevent failure of pond integrity. g. Be located outside of surface waters or any buffer zone, and be designed to avoid draining water from wetlands unless appropriate approval from the U.S. Army Corps of Engineers and the Minnesota Department of Natural Resources is obtained. h. If installation of a temporary sediment basin is infeasible, equivalent sediment controls such as smaller sediment basins, and/or sediment traps, silt fences, vegetative buffer strips, or any appropriate combination of measures are required for all down -slope boundaries of the construction area and for side -slope boundaries where appropriate. Determination of infeasibility shall be documented in the erosion and sediment control plan. 7. Individual Construction Site Sediment Controls: Individual construction site sediment controls shall include: a. Rock construction entrance (driveway); b. Perimeter controls including silt fence in place before, during and after grading of the site. Fencing shall be removed only after proper turf establishment. 8. Waterway and Watercourse Protection: Waterway and watercourse protection requirements shall include stabilization of the watercourse channel before, during and after any in -channel work consistent with the City's general specifications. a. A temporary stream crossing must be installed and approved by the local government unit and regulating agency if a wet watercourse will be crossed regularly during construction. b. The watercourse channel shall be stabilized before, during, and within 24 hours after any in -channel work. c. No in -water work shall be allowed in Public Waters during the MnDNR's work exclusion dates. d. Prior to placement of any equipment into any waters, all equipment must be free of aquatic plants and non-native animals. e. All on -site stormwater conveyance channels designed according to the criteria outlined in this document. Stabilization adequate to prevent erosion located at the outlets of all pipes and paved channels is required. 9. Site Dewatering: Site dewatering shall be conducted pursuant to the City's general specifications document. Water pumped from the site shall be treated by temporary sediment basins, grit chambers, sand filters, or other controls as appropriate to ensure adequate treatment is obtained and that nuisance conditions will not result from the discharge. Discharges from the site shall not be released in a manner that causes erosion, scour, sedimentation or flooding of the site, receiving channels or wetlands. City of Shakopee Design Criteria Page 7 Page 57 of 227 10. Waste and Material Disposal: All waste and unused building materials (including garbage, debris, cleaning wastes, wastewater, toxic materials or hazardous materials) shall be properly disposed of off -site and not allowed to be carried by runoff into a receiving channel or storm sewer system. a. Solid waste: All unused building materials and waste (including, but not limited to: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, etc.) must be disposed of accordingly and shall comply with disposal requirements set forth by the MPCA. b. Hazardous/toxic waste: Paint, gasoline, oil and any hazardous materials must be properly stored, including secondary containment, to prevent spills, leaks or other discharges. Access to the storage areas must be restricted to prevent vandalism. Storage and disposal of hazardous or toxic substance must be in compliance with the requirements set forth by the MPCA. c. Liquid waste: All other non-stormwater discharges (including, but not limited to, concrete truck washout, vehicle washing or maintenance spills) produced during the construction activity shall not be discharged to any surface waters. d. External washing of equipment and vehicles: All external washing activities shall be limited to a designated area of the site. All runoff must be contained and wastes from external washing activities must be disposed of properly. No engine degreasing shall be allowed on the site. e. Wastes generated by concrete and other washout operations: All liquid and solid wastes generated by any concrete or other washout operations must be contained in a leak proof facility or impermeable liner. Concrete waste must not come into contact with the ground. Concrete waste must be disposed of properly and in compliance with applicable MPCA regulations. 11. Drain Inlet Protection: All storm drain inlets shall be protected during construction until all sources with potential for discharging to the inlet have been stabilized. Inlet protection measures must meet the City's standards and specifications. 12. Energy Dissipation: Pipe outlets must have temporary or permanent energy dissipation within 24 hours of connection to a surface water. 13. Tracking: Vehicle tracking BMPs (including, but not limited to: rock pads, mud mats, slash mulch, concrete or steel wash racks, vehicle washsy or similar systems) must be installed to minimize track out of sediment from the construction site. If vehicle tracking BMPs are not actively preventing sediment from being tracked into the street, the applicant must immediately utilize street sweeping to contain sediment within the p.ta;px; eci eriineter; then, the applicant must implement additional BMPs to prevent tracking. 14. Final Stabilization: Final stabilization is not complete until the following criteria are met: a. All land disturbing activities must be finished and all soils shall be stabilized by a uniform perennial vegetative cover with a density of 70 percent or greater of its expected final growth density over the City of Shakopee Design Criteria Page 8 Page 58 of 227 entire pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions. b. The permanent Stormwater management system is constructed, meets all of the required design parameters and is operating as designed. c. All temporary synthetic and structural erosion prevention and sediment control BMPs (such as silt fence) have been removed. BMPs designed to decompose on site may be left in place. d. For residential construction only, individual lots are considered finally stabilized if the structure(s) are finished and temporary erosion protection and down gradient perimeter control has been completed and the residence has been sold to the homeowner. e. For construction projects on agricultural land the disturbed land has been returned to its preconstruction agricultural use. Performance Standards, A. General Standards. In general, this Section does not require the use of any particular type of structure to control erosion and sedimentation. The City Engineer or Building Official shall evaluate the proposed measures to determine if they follow current accepted design criteria and engineering standards. 1. The smallest practical area of land shall be exposed at any given time during development. 2. Exposed soil shall be seeded and mulched in accordance with NPDES Permit requirements. 3. All development shall conform to the natural limitations presented by the topography and soil as to create the best potential for preventing soil erosion. 4. Erosion control measures shall be coordinated with the different stages of development. Appropriate control measures shall be installed prior to development to control erosion. 5. The natural vegetation and plant covering shall be retained whenever possible. Temporary vegetation, mulching or other cover shall be used to protect critical areas and permanent vegetation shall be installed as soon as practical. B. Standards - Stormwater Runoff Erosion. 1. The natural drainage system shall be used when and wherever is feasible for storage and flow of runoff. Stormwater drainage shall be discharged to retention basins or other treatment facilities. Temporary storage area or retention ponds shall be considered to reduce peak flows, erosion damage and construction costs. If the drainage area is over five acres, a sediment basin shall be utilized. 2. Silt fencees—shall be utilized to control erosion and prevent sedimentation from leaving the construction site. These structures shall be properly installed according to the o t= -Shilk n-pa: tpMna: "; :" Standard Specifications and I i�4 City of Shakopee Design Criteria Page 9 Page 59 of 227 3. If needed, sod shall be laid in strips at intervals necessary to prevent erosion and at right angles to the direction of drainage. 4. At existing storm sewer inlets, temporary sedimentation traps nee neeess -yrnust be used to prevent erosion from entering the storm sewer system, and downstream water bodies. 5. Adequate provision shall be made to prevent the tracking or dropping of dirt or other materials from the site onto any street by the use ofrock construction entrances. C. Exposed Slopes. The following control measures shall be taken to control erosion during construction: 1. No exposed slope shall be steeper in grade than three (3) feet horizontal to one (1) foot vertical. 2. Exposed slopes steeper in grade than ten (10) feet horizontal to one (1) foot vertical shall be contour plowed to minimize direct runoff of water. 3. At the foot of each exposed slope, a channel and berm shall be constructed to control runoff. The channeled water shall be diverted to a sedimentation basin (debris basin, silt basin or silt trap) before being allowed to enter the natural drainage system. 4. Along the top of each exposed slope, a berm shall be constructed to prevent runoff from flowing over the edge of the slope. Where runoff collecting behind said berm cannot be diverted elsewhere and must be directed down the slope, appropriate measures shall be taken to prevent erosion. Such measures shall consist of either an asphalt paved flow apron and drop chute laid down the slope or a flexible slope drain. At the base of the slope drain or flood apron, a gravel energy dissipater shall be installed to prevent erosion at the discharge end. 5. Exposed slopes shall be protected by whatever means will effectively prevent erosion considering the degree of slope, soils materials, and expected length of exposure. Slope protection shall consist of mulch, sheets ofplastic, burlap or jut netting, sod blankets, fast growing grasses or temporary seeding of annual grasses. Mulch consists of hay, straw, wood chips, corn stalks, bark or other protective material. Mulch shall be anchored to slopes with liquid asphalt, stakes, and netting or shall be worked into the soil to provide additional slope stability. 6. Control measures, other than those specifically stated above may be used in place of the above measures if it can be demonstrated that they will effectively protect exposed slopes. D. Dust Control Measures. 1. Temporary mulching or seeding shall be applied to open soil to minimize dust. 2. Barriers such as snow fences, commercial wind fences and similar materials shall be used to control air currents and blowing soil if the City Engineer determines it is necessary. 3. The exposed soil shall be watered to control dust, with frequency of watering repeated as necessary. City of Shakopee Design Criteria Page 10 Page 60 of 227 4. Permanent vegetation shall be established in accordance with NPDES Permit requirements. Maintenance of Erosion Control Measures. A. The owner or developer shall be responsible for maintaining all erosion control structures in a condition that will ensure continuous functioning ofthose devices. If, after the installation of the erosion control structure and IMPs, the City Engineer determines that additional measures are needed, they shall be installed at the expense of the owner. B. Any erosion or sediment that runs off or blows off the site onto adjoining properties, City streets, storm sewers, etc., shall be the responsibility of the owner or developer for clean up and restoration. If the owner fails to properly clean up or restore all areas affected by erosion the City will hire a contractor to complete the work and bill the owner for the expenses associated with the clean-up. 2, Technical Reference. The City officially designates the "Protecting Water Quality in Urban Areas" prepared by the Minnesota Pollution Control Agency as the technical reference for this Section. This reference will be used to ensure the proper placement and installation of any proposed erosion control structures. Security. The owner or developer shall submit to the City either cash or a certified letter of credit in accordance with current City requirements to guarantee the faithful execution of the grading and erosion control plan. This security shall be in the amount of one -hundred twenty-five (125) percent of the costs for grading, the construction of all erosion control devices and site restoration or $1,000/disturbed acre, whichever is higher, including the costs of City construction observation and administration (as approved by the City Engineer). The City is authorized to draw against this security in the event the grading and erosion control plan is not followed. Unlawful Acts. It is unlawful for any person, either by the owner or the occupant of premises, to violate, neglect or refuse to comply with the requirements of this Section. In addition, if the Building Official or the City Engineer determines that adequate erosion control measures are not being followed and there is little cooperation on the part of the owner to do so, a "stop work" order may be issued to all work on the site until such times as adequate measures are implemented. Sect. 4 — Storm Sewer 1. Design Criteria. A. The design criteria, policies, and objectives shall be those described in the City's " Cd+itp e4 .tin.....Reselareetoclil Surface e %ate r Management Plan". No existing ditch, stream, wetland, pond, drain or drainage canal shall be deepened, widened, filled, re-routed or filled without approval from the City Council. B. Storm sewer shall be designed to have a minimum full flow velocity of three (3) feet/second unless otherwise, vproved by the City Engineer. City of Shakopee Design Criteria Page 11 Page 61 of 227 C. Storm sewer structures exceeding four (4) feet in depth shall have a minimum diameter of forty-eight (48) inches. 2, pond Slopes. Pond slopes below the HWL shall not be steeper than four (4) feet horizontal to one (1) foot vertical. All ponds shall have a bench at the normal water level. This bench shall be a minimum of ten (10) feet wide and the slope of this bench shall not be steeper than ten (10) feet horizontal to one (1) foot vertical. Plan Requirements. A Stormwater Management Plan, along with supporting documentation, must be prepared and submitted that meets City drainage standards. Outlined below, please find a listing of information to be submitted: A. Drainage reports and studies shall include an overall drainage plan. The information listed below, if not shown on the drawings, shall be included in the report. The use of appropriate forms and design aids is recommended. 1. Runoff rate and ponding calculations for the site for the two (2) year, ten (10) year and one -hundred (100) year rainfall events and the one -hundred (100) -year, ten (10) day snow melt event. These computations should be provided for both the existing and future conditions, or as necessary to demonstrate compliance with the City's Co-vul ar l o s arc Locai Surface "Water Management Plan. Computations shall identify the critical duration of the rainfall events. 2. Open channel flow calculations/computations. 3. Storm sewer and storm inlet flow calculations for the ten (10) year rainfall event. 4. Culvert design flow calculations for the ten (10) year and one -hundred (100) year rainfall events. 5. Summation of all design variables used and design assumptions made. 6. Soil classification reports and depth of underground water table throughout the study area when detention or retention ponds are used. 7. The boundary and designation of all tributary drainage areas and the area of each in acres. 8. The designation and location of each design point referred to in the calculations. 9. The reference source and a copy of all other monographs or design aids used in the calculations. B. The preliminary drainage report shall be approved by the City Engineer prior to Engineering approval of any Preliminary Plat or Preliminary P.U.D. The study will consist of calculations, comments and descriptions en-8 /2°" x i---1-°"- pare -and an area map on -one 22 x .34" ftrawirsgin PDF format. Calculations shall include the two (2) year, ten (10) year, and one -hundred (100) year rainfall events and the one -hundred (100) year, ten (10) day snow melt event calculations of all tributary areas to the development, all collection points within the development and all points discharging from the development. The .2-2 ''map shall be a topographic map of both the development and all areas tributary to the development. The map shall show the total acreage and anticipated runoff rates at City of Shakopee Design Criteria Page 12 Page 62 of 227 all points noted in the calculations. In addition, the map shall show the proposed location of all drainage facilities to be located within the development and their relationship to existing facilities in adjacent developments. Any scale from 1" = 50' to 1" = 400' may be used to limit the drawing to one sheet. C. A final drainage report shall be submitted and approved in conjunction with construction drawings. The study shall include calculations and a drainage map of the development in digital PDF' toa m, t ei122 w 4" d awl �g. Calculations shall address all aspects of runoff, retention, detention, channel flow, or other appropriate information that is necessary for the design of the drainage system. The drainage map shall be prepared on the overall grading plan for the development. It shall illustrate the drainage patterns in the development as well as the location of all drainage facilities within the development. The map shall also show the runoff::::.rates and acreage tributary to all collection points within the development. When intersections serve as collector points, the flow in each curb line must be noted. This drawing may use scales from 1" = 50' to 1' = 200', in order to limit the drawing to one sheet. When more than one sheet is used a scale of 1" = 200' shall be utilized. D. An overall drainage plan of the study area, including all areas outside of the study area, which contributes runoff to the study area and all downstream areas, which will be effected, by runoff from the study area, must be submitted. Drainage area plans shall be submitted showing the effects of the two (2) year, ten (10) year and one (100) year rainfall events and the one -hundred (100) year, ten (10) day snow melt event. E. The following methods shall be used to verify the adequacy of designs submitted for approval: The method used shall be approved by the City Engineer. 1. Rational method for storm sewer design computations and peak discharge rates from a single isolated watershed. 2. Urban Hydrology for Small Wetlands Technical Release No. 55 and Technical Release No. 20 published by Soil Conservation Service, U.S. Department of Agriculture. 3. HEC-1, HEC-2, or HEC-RAS. 4. Minnesota Hydrology Guide published by Soil Conservation Service, U.S. Department of Agriculture. 5. Stormwater treatment ponds designed to NURP standards. F. The following criteria shall be utilized in the analysis of the drainage system. 1. Runoff analysis shall be based upon proposed land use, and shall take into consideration all contributing runoff from areas outside of the study area. 2. The analysis of storm runoff from existing developed areas lying outside of the study area shall be based upon present land use and topographic features. 3. All undeveloped land lying outside of the study area shall be considered as fully developed based upon the most probable anticipated future land use. Provided, however, that whenever the future land use of a specific City of Shakopee Design Criteria Page 13 Page 63 of 227 undeveloped area cannot be accurately predicted, the average runoff coefficient to be used in said area shall not be less than 0.60 for the Rational Method runoff coefficient or an approved equivalent value for any other method. 4. The probable future flow pattern in undeveloped areas shall be based on existing natural topographic features (existing slopes, drainage ways, etc.) and shall conform to the compreherrsivo Stagy Local " ui. t3cc Water Management Plan. 5. Average land slopes in both developed and undeveloped area may be used in computing runoff. However, for areas in which drainage patterns and slopes are established, these shall be utilized. 6. Flows and velocities which may occur at a design point when the upstream area is fully developed shall be considered. Drainage facilities shall be so designed such that increased flows and velocities will not cause erosion damage. 7. The use of on -site detention and natural drainage ways is recommended and encouraged whenever possible. The changing of natural drainage way locations will not be approved unless such change is shown to be without unreasonable hazard and liability, substantiated by thorough analysis and investigation. 8. The planning and design of drainage systems shall be such that problems are not transferred from one location to another. Outfall points shall be designed in such a manner that will not create flooding hazards downstream. G. The rainfall intensities to be used in the computation of runoff shall be obtained from the Intensity - Duration - Frequency Curves for the Shakopee area in accordance with Atlas 14 data and shall be based upon a two (2) year, ten (10) year and one -hundred (100) year return frequency. H. All lateral storm sewer facilities shall be designed to accommodate a ten (10) year rainfall event. The initial ten (10) year storm shall be conveyed without surcharging the system. Low points on streets shall be designed with an acceptable emergency overflow route. L Storm sewer pipe for all public systems and connection to public systems shall be reinforced concrete pipe (RCP), unless otherwise approved by the .Di.reetef,City Engineer. J. Connections to existing manholes or catch basins shall be core drilled. K. Driveway culverts in rural areas shall be at least eighteen (18) inches in diameter. Plastic pipe is prohibited. L. All storm sewer shall be at least fifteen (15) inches in diameter. City of Shakopee Design Criteria Page 64 of 227 Page 14 M. When a smaller sewer joins a larger one, the invert of the larger sewer should be lowered to maintain the same energy gradient. An acceptable method for securing these results is to place the 0.8 depth point of both sewers at the same elevation. N. Storm sewer placed in non -paved areas must be placed on property corners and property lines when possible. 'l1le storm su wer lines 111.'or backyard inlets must be. directed to the streets along sid yar.......propeiity _lines an.d:.. avoid using rear -yard property line alignments where easible. O. Catch basins in non -paved areas must be placed so as to minimize standing water. The spacing and locations are subject to the approval of the City Engineer. P. Stormwater management requirements for permanent facilities. 1. An applicant shall install or construct, on or for the proposed land disturbing or development activity, all stormwater management facilities necessary to meet the criteria of the city's ' atoms es lLoralll Surf : Water Management Plan, Design Criteria, and the NPDES Construction General Permit. No private stormwater facilities will be approved by the city unless a maintenance plan and maintenance agreement are provided that defines who will conduct the maintenance, the type of maintenance, and intervals of the maintenance. In the alternative, or in partial fulfillment of this requirement and upon approval of the Public iWa: l: rc 4 F Ity Engineer, an applicant may make an in -kind or monetary contribution to the development and maintenance of regional stormwater management facilities designed to serve multiple land disturbing and development activities undertaken by 1 or more persons, including the applicant. 2. Proposed Stormwater Management Plans shall incorporate volume control, water quality control, and rate control as the basis for stormwater management in the proposed development plan on sites without restrictions. All proposed projects shall be in conformance with the City of Shakopee's Coat Jretie sive Water l sin-r ^s local Surface Water Management Plan, Design Criteria, and the most current requirements of the Minnesota Pollution Control Agency (MPCA) Municipal Separate Storm Sewer Systems (MS4) Permit, as applicable, meeting the more restrictive criteria. a. Volume Control i. New Development. For n..w..._linear projects and for developments, stormwater runoff volumes will be controlled and the post -construction runoff volumes shall be retained on site for 1.0 inches of runoff from all impervious surfaces. ii. Redevelopment. For caust-up linear rprojects and. redevelopment projects, stormwater runoff volumes will be controlled and the post -construction runoff volume shall be retained on site for 1.0 inches of runoff from the new impervious surfaces created by the project. There shall be a net City of Shakopee Design Criteria Page 15 Page 65 of 227 Q- reduction from the pre -project conditions (on an annual average basis) of: 1) Stormwater discharge volume, unless precluded by the stormwater management limitations as defined by the Minnesota Pollution Control Agency MS4 Permit, as amended, and the limitations defined in this ordinance. a) Where industrial facilities are not authorized to infiltrate industrial stormwater under an NPDES/SDS Industrial Stormwater Permit issued by the Agency. b) Where vehicle fueling and maintenance occur. c) With less than three (3) feet of separation distance from the bottom of the infiltration system to the elevation of the seasonally saturated soils or the top of bedrock. d) Where high levels of contaminants in soil or groundwater will be mobilized by the infiltrating stormwater. 2) Stormwater discharges of Total Suspended Solids (TSS). 3) Stormwater discharges of Total Phosphorus (TP). b. Water Quality Control. For New Development and Redevelopment, nt, the water quality control standard shall be considered satisfied if the volume control standard has been satisfied. In the event that it is infeasible to meet the volume control standard due to contaminated soils, site constraints, etc., the proposed plan will need to maintain the TSS and TP loading; and for redevelopment the goal is to reduce the TSS and TP loadings (Non -Permit method — alternative method with little to no additional modeling required). Methods for meeting these requirements in the decreasing order of preference: i. Credits and site design practices to minimize the creation of connected impervious surfaces are used to the extent practical. ii. Underdrains to promote filtration instead of infiltration. iii. Off -site infiltration. iv. On -site wet detention with permanent pool volume below the normal outlet that is greater than or equal to the runoff from a 2.5 inch, 24-hour storm over the entire contributing drainage area, assuming full development. c. Rate Control. Rate control measures are required on nNew Development and Redevelopment projects to meet the water quantity criteria of the latest city's GEH.< .' ,e-hefisive Wa. F: . R ourc t Loa ai Surface..._ Water Management Plan. Pond design standards. Stormwater detention facilities constructed in the city shall be designed according to standards established by the Engineering Division, and identified as follows: 1. A permanent pool (dead storage) volume below the principal spillway (normal outlet) which shall be greater than or equal to the runoff from a 2- 1/2 inch rainfall over the entire contributing drainage area assuming full development; City of Shakopee Design Criteria Page 66 of 227 Page 16 2. A permanent pool average depth (basin volume/basin area) of 4 to 10 feet; 3. An emergency overflow (emergency outlet) adequate to control the 1% frequency/critical duration rainfall event; 4. Basin side slopes below the 100-year high water level should be no steeper than 4:1, and preferable flatter. A basin shelf with a minimum width of 10 feet and 1 foot deep below the normal water level is recommended to enhance wildlife habitat, reduce potential safety hazards, and improve access for long-term maintenance; 5. To prevent short-circuiting, the distance between major inlets and the normal outlet shall be maximized; 6. A flood pool (live storage) volume above the principal spillway shall be adequate so that the peak discharge rates meet the requirements of the city's c sirs , water resourcesttocal Surface Water rnManagement pPlan; 7. Pond outlets may not be smaller than the minimum size indicated in the city's rprcheFlI e water reset. - Surface w WaterFir-Management pPlan; 8. Consideration for aesthetics and wildlife habitat should be included in the design of the pond; 9. A skimming device must be provided to deter floatable pollutants from discharging out of pond; 10. Design of stormwater facilities shall accommodate the 100-year critical event (100- year, 24-hour storm event or 10-day snowmelt event). This includes lakes, ponds, and their outlets; and 11. Pond normal water level elevations shall be established above the ordinary high water level of adjacent public waters, except where topography of the site, floodplain mitigation activities, or other design considerations are determined to be unfavorable for these conditions to occur. This determination shall be performed by the applicant's engineer and approved by the I u1 1i V&tnks- i ector : ity Engineer. R. Infiltration design standards. Best management practices to manage infiltration will be required to the maximum extent practical. 1. Volume control BMPs must be incorporated into the project design to minimize the creation of new impervious surface and reduce the existing impervious surfaces, minimize the amount of directly connected impervious surface, preserve and improve the infiltration capacity of the soil, and limit increases in runoff volume exiting the site to the extent feasible considering site -specific conditions. 2. When using infiltration for volume reduction, runoff must be infiltrated within 48 hours using accepted BMPs for infiltration, such as infiltration trenches, rainwater gardens, infiltration benches or infiltration basins. A site investigation must be conducted confirming adequate infiltration parameters ?oit guru° z � 4 uul uitrduUon q3 t� thy: n��uxuururuun.:ppni lt� tt on �l: pt ;, s.......1......:�.f't......A post construction percolation test must be performed on each infiltration BMP and must demonstrate that the constructed infiltration rate meets or exceeds the design infiltration rate prior to the acceptance by the city. City of Shakopee Design Criteria Page 17 Page 67 of 227 3. The maximum extent practical required may be less if the forest City Engineer determines that 1 or more of the following conditions apply. If 1 or more of the following conditions apply, the b� tks iQ.o.. iy Engineer ueerr shall quantify the amount of infiltration that will be deemed as the maximum extent practical for the site: a. The infiltration characteristics of soils on the site are not favorable for the infiltration of stormwater; b. The site's drainage course is to regional infiltration or detention facilities controlled by the city that reduce runoff volumes; c. The development of the site does not increase the site's impervious areas; or d. Other site conditions that make the infiltration of stormwater impractical as determined by the PublicW Ics ! +t . ly Engineer. 4. Infiltration will be prohibited where the infiltration BMP will be constructed in any of the following areas: a. Where documented past, present, or anticipated future land uses have resulted in or may result in contamination coming in contact with stormwater runoff. b. With less than three (3) feet of separation distance from the bottom of the infiltration system to the elevation of the seasonally saturated soils or the top of bedrock. c. Where vehicle fueling and maintenance occur. d. Where industrial facilities are not authorized to infiltrate industrial stormwater under and NPDES/SDS Industrial Stormwater Permit issued by the MPCA. 5. Infiltration will be restricted and subject to additional City review where the infiltration BMP will be constructed in any of the following areas: a. Within 1,000 feet up -gradient, or 100 feet down -gradient of active karst features. b. Where Drinking Water Supply Management Areas are present, as defined by Minn. R. 4720.51000, subp.13, unless precluded by a local unit of government with an MS4 permit. c. Soils are predominately Hydrologic Soil Group D (clay) soils. d. Soil infiltration rates are more than 8.3 inches per hour unless soils are amended to slow the infiltration rate below 8.3 inches per hour. e. Stormwater runoff shall be treated in a stormwater pond or by other means prior to entering an infiltration facility; or 6. The minimum infiltration requirements for any region of the city will be the requirements of the watershed district or watershed management organization policies that govern that region. These policies may be met through the use of regional or downstream systems prior to discharge of runoff to waters of the state. 7. Infiltration systems must not be excavated to final grade until the contributing drainage area has been constructed and fully stabilized. When the infiltration feature is excavated to final grade, rigorous erosion City of Shakopee Design Criteria Page 18 Page 68 of 227 prevention and sediment control BMPs must be implemented to keep sediment and runoff completely away from the infiltration area. 8. To prevent clogging of the infiltration system, a pretreatment device must be used to settle particles before the stormwater discharges into the infiltrations system. A. skimmer and baffle system must be included in the design, A simple sump manhole will not be allowed, 9. Areas ofpermanent pools tend to lose infiltration capacity over time and will not be acceptable as an infiltration practice. 10. Per Ordinance Section 54.15 Stormwater Management Plan Approval and Implementation Standards, the infiltration system must provide a water quality volume (calculated as an instantaneous volume) of one (1) inch of runoff (or one (1) inch minus the volume of stormwater treated by another system on the site) from the new impervious surfaces created by the project. 11. The applicant must ensure filtration systems with less than three (3) feet of separation from seasonally saturated soils or from bedrock are constructed with an impermeable liner. 12. A minimum maintenance access of twelve (12) feet is required. S. Mitigation. 1. Where construction projects cannot meet volume, TSS, or TP reduction requirements for new development or redevelopment projects on the site of original construction, all methods must be exhausted prior to considering alternative methods and/or locations where volume and treatment standards can be achieved. If the city has determined that all methods have been exhausted, the permittee will be required to identify alternative locations where the standards can be achieved or alternative methods in the following order of preference: a. Locations that yield benefits to the same receiving water that receives runoff from the original construction activity. b. Locations within the same Department of Natural Resource (DNR) catchment area as the original construction activity. c. Locations in the next adjacent DNR catchment area up -stream. d. Locations anywhere within the City of Shakopee. e. Biofiltration. 2. In addition, mitigation projects must also meet the following criteria: a. Mitigation projects shall involve the establishment new structural stormwater BMPs or the retrofit of existing structural stormwater BMPs, or the use of a properly designed regional structural stormwater BMP. b. Previously required routine maintenance of structural stormwater BMPs cannot be considered mitigation. c. Mitigation projects must be finished within 24 months after the original construction activity begins. d. A maintenance agreement specifying the responsible party for long- term maintenance shall be identified. City of Shakopee Design Criteria Page 19 Page 69 of 227 Sect. 5 — Sanitary Sewer L General. The minimum diameter for public sanitary sewer mains shall be eight (8) inches. Sanitary sewer design must account for the study area and all areas outside the study area which would naturally drain through the study area. Natural drainage areas will be established by using the Comprehensive Sewer Plan and o- reherfsive Water Rt souo-meel Surfitce Wafer. Management Plan adopted by the City. In no case shall the design velocity be less than 2.2 feet per second or more than ten (10) feet per second as computed by Manning's formula for flow in open channels (Manning's shall be 0.013 for purposes of design). 2 Design Criteria. Sanitary sewers shall be designed and constructed in accordance with the most current edition of Recommended Standards for Sewage Works; a report of Committee of theGreat Lakes - Upper Mississippi River Board of State Sanitary Engineers. Plan Requirements and Design Guidelines. The following are specific requirements related to the design of sanitary sewer and sanitary sewer services: A. The sanitary sewer alignment shall follow the centerline of the street where practical. B. The maximum spacing between manholes is four -hundred (400) unless approved otherwise. C. All manholes at intersections shall be located at centerline/centerline. D. Manholes are required on the terminus end of all stubs if the line will be active. E. Connections to existing sanitary sewer manholes shall be core -drilled and fitted with a watertight boot. F. Inside drop manholes are not allowed. G. The minimum depth of a sanitary sewer manhole is nine (9) feet unless previou.sly otherwise approved by the City Engineer. H. Changing of pipe material between manholes is not permitted except at outside drops. L Sanitary sewer services shall be a minimum four (4) I;tt;1, diameter PVC (SDR 26). J. Sanitary sewer services shall not be connected to a manhole unless otherwise approved. K. The minimum depth of the sanitary sewer service at the easement line shall be nine (9) feet unless otherwise approved. City of Shakopee Design Criteria Page 20 Page 70 of 227 L. Sanitary sewer pipe shall be PVC SDR 35 (0 - 18' deep) and PVC SDR 26 (18'- 26') deep. Alternate pipe materials for sanitary sewer deeper than twenty-six (26) feet will be required as determined by the City Engineer. M. Rerounding of pipe is not allowed unless previously approved by the City Engineer. N. The contractor shalt:gam) the curb at the service locations per tQae city's starudard detail......_and install a marker post at the end of each sanitary sewer service. The developer shall provide GPS coordinates of each marker post and GPS coordinates of each sanitary sewer service wye. Final record drawings u.. service tie -cards submitted to the City shall have a table identifying each sanitary sewer service with the aforementioned GPS coordinates. Sect. 6 — Utilities L public Water. Where a connection to the City [ h..ic .Water sSystem is presently available at or reasonably near the boundary of the subdivision, water distribution facilities, including fire hydrants, shall be installed to serve all properties within the subdivision and shall be in accordance with policies of the Shakopee Public Utilities Commission. Public Water systems shall be designed and constructed in accordance with the standards and policies of the Shakopee Public Utility Commission. 2. Other Utilities. Electric service, phone service, and cable television installations to residential structures shall be underground from the main line to the residential structure except where extreme conditions prohibit and a variance from this requirement is authorized by the Planning Commission upon advice of the Utilities Commission. Provisions shall also be made for underground connections of street lights as required from main lines to the street line installation. A sl. a.1.. l pity plan that incprudcs coo.ipiarat ia:yoaut o fotheu utilities ...must ...h e...provided with all new roadway anal develo.prneirrt p�a�`el c s. Where telephone, electric and/or gas service lines are to be placed underground, conduits or cables shall be placed within easements or dedicated public ways, in such a manner so as not to conflict with other underground services, and in locations as approved by the City Engineer. All drainage and other underground utility installations that traverse privately owned property shall be protected by easements. Sect. 7 — Street Lights 1. Design Criteria. The subdivider shall provide for installation of street lighting and operation for a period of three (3) years as prescribed by the Utilities Manager. Street lighting shall be designed and constructed in accordance with the standards and policies of the Shakopee Public Utility Commission and the City of Shakopee. Sect. 8 — Streets L General. A. The arrangement of thoroughfares and collector streets shall conform as nearly as possible to the Comprehensive Plan. Except for cul-de-sacs, streets normally shall City of Shakopee Design Criteria Page 21 Page 71 of 227 connect with streets already dedicated in adjoining or adjacent subdivisions, or provide for future connections to adjoining unsubdivided tracts, or shall be a reasonable projection of streets in the nearest subdivided tracts. The arrangement of thoroughfares and collector streets shall be considered in their relation to the reasonable circulation of traffic, to topographic conditions, to runoff of stormwater, to public convenience and safety, and in their appropriate relation to the proposed uses of the area to be served. B. Where the plat to be submitted includes only part of the tract owned or intended for development by the subdivider, a tentative plan of a proposed future street system for the unsubdivided portion shall be prepared and submitted by the subdivider at the same scale as set forth herein. C. When a tract is subdivided into larger than normal building lots or parcels, such lots or parcels shall be so arranged so as to permit the logical location and openings of future streets and appropriate resubdivision, with provision for adequate utility connections for such resubdivision. 2 Street Width and Right -of -Way Width. A. Two-way right-of-way widths and pavement widths (back to back of curb) shall conform to the City's adopted Transportation Plan, with the exception of the local roads. The local road width shall be as follows or.S determined by the City Engineer: Classification Local (anticipated traffic of 200 or less cars per day;-- --dete'niwi� hy-theiGityiE ) Local (more than 200 cars per day) Right -of -Way Roadway 60 Feet 6066 Feet 33 Feet 37 Feet B. All one-way right-of-way widths and pavement widths (back to back of curb) shall conform to the following minimum dimensions: Classification Local Collector Streets Arterial Streets 3. Streets. Right -of -Way Roadway 45 Feet 25 Feet 60 Feet 30 Feet 60 Feet 30 Feet A. Public Streets and alleys shall be designed and constructed in accordance with the General Specifications and Standard Detail Plates r e 9t pt City of Shakopee Design Criteria Page 72 of 227 Page 22 All street and alley construction shall be inspected by the City Engineering Department. B. The full width of the right-of-way of each street and alley dedicated in the plat shall be graded. The width shall comply with the surface provisions of this Chapter and Class 5 MN/DOT aggregate or other suitable base shall be required as prescribed by the .Engifteeri epa ealc ty Engineer. C. All streets shall be surfaced with a bituminous surface or portland cement concrete. D. Except where justified by special conditions, such as the continuation of an existing alley in the same block, alleys will not be approved in residential districts. Dead end alleys shall be avoided, whenever possible, but if unavoidable, such dead end alleys must provide adequate turnaround facilities at the closed end. E. Concrete curb and gutter may be required as a part of the required street surface improvement and shall thus be designed for installation along both sides of all roadways in accordance with the standards of the City. F. Rural roadway sections, that do not include concrete curb and gutter, shall consist of roadside ditches and five (5) foot gravel shoulders. 4 Grades. A. All center line gradients shall be at least 0.5 percent and shall not exceed the following: Classifications Gradient Percent Arterial Streets 5 Collector Streets 6 Local Streets 7 Marginal Access Streets 7 Alleys 8 The grades at intersecting state -aid streets shall not be greater than 1.0% for 50' on either side of the state -aid street, and not greater than 2.0% for an additional 50'. The grades at intersecting arterial streets shall not be greater than 2.0% for 200' on either side of the intersection. On local streets, the grade shall not be greater than 3.0% for 100' on either side of the intersection. The more important street at an intersection, as determined by the City Engineer, shall govern the through grade. 5. Street Jogs. Street jogs (intersections less than 330 feet apart) must be approved by the City Engineer. Local Streets. Local streets shall be so aligned that their use by through traffic will be discouraged. Dead end streets are prohibited, but cul-de-sacs will be permitted where topography or other conditions justify their use. City of Shakopee Design Criteria Page 23 Page 73 of 227 Z Cul-de-sacs. Maximum length of cul-de-sac streets shall be one -thousand (1,000) feet for rural service areas and seven -hundred fifty (750) feet for urban service areas measured along the center line from the intersection of origin to end of right-of-way. Cul-de-sacs shall have a dedicated right- of-way with a minimum radius of sixty (60) feet, and shall be paved with a minimum radius of forty- six (46) feet (to back of curb). Lot lines abutting cul-de-sacs shall be radial except in extreme cases where special permission may be granted otherwise. Temporary Cul-de-sacs. In new subdivisions where a future public street will connect to a temporary street stub, a temporary cul-de-sac will be required. The maximum length of temporary cul-de-sac streets shall be seven -hundred fifty (750) feet for both rural service and urban service areas, measured along the center line from the intersection of origin to end of pavement. The minimum paved surface diameter shall be seventy (72) feet, without curb and gutter. A temporary cul-de-sac will not be required for street stubs that serve less than three (3) lots. Q. Service Roads. Where a subdivision abuts or contains an existing or planned service road or a railroad right-of-way, the Council may require a street approximately parallel to and on each side of such right-of-way for adequate protection of residential properties and to afford separation of through and local traffic. Such marginal access streets shall be located at a distance from the major thoroughfares of railroad right-of-way suitable for the appropriate use of the intervening land, as for park purposes in residential districts, or for commercial or industrial purposes in appropriate districts. Such distances shall also be determined with due regard for the requirements of approach grades and future grade separations. 10. Half Streets. Half streets shall be prohibited, except where essential to the reasonable development of the subdivision in conformity with the other requirements of these regulations; and except where the Council finds it will be practicable to require the dedication of the other half when the adjoining property is subdivided. Wherever there is a half street adjacent to a tract to be subdivided, the other half of the street shall be platted within such tract. 11.E Surface. All street surfaces shall be designed and constructed in accordance with the standard specifications and shall provide a warranty bond before being accepted by the City for maintenance. Curb and gutter or shoulder and bituminous surfacing shall be constructed at the same time. 12. Reserve Strips. Reserve strips controlling access to streets shall be prohibited. 13. Hardship to Owners of Adjoining Property Avoided. The street arrangement shall not be such as to cause hardship to owners of adjoining property in platting their own land and providing convenient access to it. 14. Access to Arterial and Collector Roadways. In the case where a proposed plat is adjacent to an arterial or collector road, the applicant shall not direct vehicle or pedestrian access from individual lots to such roadways. The subdivider will be required to provide access to all lots via public streets. Spacing of these public streets shall meet the requirements of the City's adopted Transportation Plan. J. Platting of Small Tracts. In the platting of small tracts of land fronting arterial roadways where there is no convenient access to existing entrances and where access from such plat would be closer than 1/4 mile from an existing access point, a service road forty (40) feet wide shall be dedicated City of Shakopee Design Criteria Page 24 Page 74 of 227 across the tract. As the neighboring land is platted and developed, and access becomes possible to the service road, direct access to the thoroughfares shall be prohibited. j¢, Deflections/Horizontal Curves. When connecting street lines deflect from each other at any one point by more than ten (10) degrees, they shall be connected by a curve with a radius of not less than one -hundred twenty (120) feet. Depending on grades and projected traffic volumes the City Engineer may require a larger radius. This minimum curve radius does not apply to intersecting street lines (full street intersections) or to street lines connected at "T" intersections. Collector street horizontal centerline curves shall meet State Aid Standards. Street Vertical Curves. Vertical curves on local roads shall be designed to meet a minimum design speed of thirty (30) mph. The City Engineer will determine the design speed for arterial and collector roads. The minimum allowable curve length is fifty (50) feet unless the algebraic difference between grades within a vertical curve is less than 1.2 percent, then the allowable minimum vertical curve length is twenty (20) feet. Collector street vertpa a curve designs shall ined State Aid Standards, 11 Angie of Intersections. The angle formed by the intersection of streets shall be ninety (90) degrees. Any variance will require approval by the City Engineer. 1 Size of Intersection. Intersections of more than four corners shall be prohibited. a, Curb Return Radius. Minimum curb return radii at intersections shall conform to the following table: Curb Return Radius (feet) at Intersections Local (33') Local (37') Collector Arterial Local (33' wide) 20 0 Local (37'wide) 20 20 Collector 25 25 25 Arterial 30 25 25 25 Industrial 30 25 25 25 The City Engineer may require larger radii. The County Engineer will determine radii at intersections at County roads. 21. Crosspans. Double crosspans may be used at the intersection of residential streets only when necessary to prevent flooding of one side of the street. Crosspans are not allowed across collector or arterial streets. Crosspans are not allowed on streets with storm sewer systems or on other streets designated by the City Engineer. 22, Street Section Design. The street section shall be designed ....-set4o:.rth-r.n a reeit i l raven. ;n4 rnnaa ul' Cliliapter S.Vto meet a 9-ton design in accordance with saps ati€d..b."' thtn. Minnesota Department of Transportation ..design guidelines. It shall be accompanied by a complete soils report certified by a licensed professional engineer. The following minimum pavement thickness and aggregate thickness shall apply to all streets: City of Shakopee Design Criteria Page 25 Page 75 of 227 Minimum Bituminous Pavement Minimum Aggregate Base Arterial Street 5" 10" 8" Collector Street (Residential) 4" Minimum Bituminous Pavement Collector Street (Commercial) Collector Street (Industrial) Local Street Minimum Aggregate Base 5" 10" 5" 10" 4„ 8" All streets must .....be roumstuua.cted wnt.a minimum Q:eet sellect granular seal n When the in...:. situ .:....soils exist with ,a:....subgrade soil with an "R" value of thirty (30) or lower, h '1 1--ye oun str {ea -httic.....two (2) feet uF granular he -row-s. cta.or,...:maust tticluud .... one -hundred (100) feet of drain tile connected to and centered on each low point catch basin. The street section must be approved by the City Engineer and may be adjusted by the City Engineer based on the soils report. Sect. 9 — Sidewalks and Trails 1. Sidewalks. A. The sidewalks shall not be located less than one foot from the property line, nor be adjacent to the curb except as determined in commercial areas. Sidewalks in industrial areas shall be located to conform to the anticipated pedestrian flow of the development. B. Sidewalks shall slope .4J4.......inelu-teu f ...... away from the property line and the profile grades shall conform to street grades. C. Planned unit development shall be subject to the location, widths, and grades set forth herein. D. The subdivider shall install sidewalks on both sides of an officially designated arterial street and on one side of collector and .....local ,....streets, and walkways to schools; such collector streets and walkways to be determined by the Planning Commission and approved by the Council. If the street is along a designated trail route, a bituminous trail may be required in place of the sidewalk, as determined by the Planning Commission and approved by the Council. E. In blocks over nine -hundred (900) feet long, pedestrian crosswalks through the blocks, and at least ten (10) feet wide, may be required by the Council in locations deemed necessary to public health, convenience and necessity. City of Shakopee Design Criteria Page 26 Page 76 of 227 F. Curb returns and intersections where sidewalk is required shall have handicap ramps with truncated domes l)csign must anneet current CvIriDoT standards, G. All sidewalks widths shall be five (5) feet, except in commercial areas where the width may be wider, as determined by the City Council. Sect. 10 — Lots and Blocks L Easements. A. A minimum of five (5) feet drainage and utility easement is required adjacent to all side yard lot lines. A minimum of ten (10) feet of drainage and utility easement is required adjacent to all front lot lines, rear lot lines or lot lines adjacent to public right-of-way. A minimum twenty (20) feet of drainage and utility easement is required centered over all utilities less than five (5) feet deep. For utilities deeper than five (5) feet, the minimum easement width shall be calculated assuming a one (1) foot trench bottom and 1-foot (vertical) to 1.5-foot (horizontal) side slopes. For example, a utility ten (10) feet deep will require a minimum easement width of thirty (31) feet. The City Engineer may increase easement requirements, as necessary B. Where a subdivision is traversed by a water course, drainage way/swale, channel or stream, there shall be provided a stormwater easement or drainage right-of-way conforming substantially to lines of such watercourse, and such further width or construction, or both, as will be adequate for the purpose. Parallel streets or parkways may be required in connection therewith. C. Drainage and utility easements shall be shown on the final plat, out to the one -hundred (100) year highwater level contour Storm water basins and laacililies shall typically, be integrated into the subdivision's individual private parcels and covered by a drainage and utility easements (vs, encompassing the basin. by a standalone outlet). Access easements, for future maintenance, shall be provided for ponding areas within subdivisions. Standalone to an easements nts....._shaall n;aa patr.vadc:t.......toa . was V.,�u gal ....lhc trttnl p.1I .. .....an. a lclutuo :gal tlaa ( fact )1f. the traail a i .t� tit : u� w anulal as C.I.aurc aa..._ 6 11 fit:sentngrtl.).... L Blocks. City of Shakopee Design Criteria Page 77 of 227 Page 27 A. Block length and width or acreage within bounding streets shall be such as to accommodate the size of residential lot required in the area by the Zoning Chapter and to provide for convenient access, circulation control and safety of street traffic. B. Residential block lengths shall not exceed one -thousand three -hundred (1,300) feet. Blocks intended for commercial and industrial use must be designed as such, and the block must be of sufficient size to provide for adequate off-street parking, loading and such other facilities as are required to satisfy the requirements of the Zoning Chapter of the City Code. C. A block shall be so designed as to provide two tiers of lots, unless it adjoins a railroad or major thoroughfare where it may have a single tier of lots. Lot Standards. A. The lot dimensions shall be such as to comply with the minimum lot areas specified in the Zoning Chapter. B. Side lines of lots shall be substantially at right angles to straight street lines or radial to curved street lines. C. In the subdividing of any land, due regard shall be shown for all natural features, such as tree growth, wetlands, steep slopes, watercourse, historic spots, or similar conditions, and plans adjusted to preserve those which will add attractiveness, safety and stability to the proposed development. D. All remnants of lots below minimum size left over after subdividing of a larger tract must be added to adjacent lots rather than allowed to remain as unusable parcels. E. Double frontage (lots with frontage on two parallel streets) or reverse frontage shall not be permitted except: 1. Where lots back on an arterial or collector street, in which case vehicular and pedestrian access between the lots and arterial streets shall be prohibited. Such double frontage lots shall have an additional depth of at least twenty (20) feet in order to allow space for screen planting along the back lot line. 2. Where topographic or other conditions render subdividing otherwise unreasonable, such double frontage lots shall have an additional depth of at least twenty (20) feet in order to allow space for screen planting along the back lot line. F. All lots must abut their full frontage on a publicly dedicated street. G. Rural service lots shall be designed in such a manner whereby septic tanks, drainfields and homes are located as to allow future subdivision of the land upon the requirement of the City Engineer where future urban service expansion is probable. The City may also require at the time of final subdivision approval that a covenant be recorded which requires the placement of future structures in accordance with approved preliminary City of Shakopee Design Criteria Page 28 Page 78 of 227 plat design. Whenever a parcel of land is subdivided into lots containing one or more acres and there are indications that such lots may eventually be subdivided into smaller plats, the Council may require that such parcel of land be divided so as to allow for the future construction of streets and the extension of adjacent streets. Easements providing for the future opening and extension of such streets may be made a requirement of the plat. H. All lots or parcels shall have direct adequate physical access for emergency vehicles along the frontage of the lot or parcel from a public roadway 4 Buffering Residential Subdivisions Adjacent to Intermediate and Principal Arterial Roads. A. In all residentially zoned areas determined by the Administrator to have significant noise impact within one -hundred twenty-five (125) feet of the roadway right-of-way or areas of noise impact estimated to maintain ambient decibel ratings of seventy (70) DbA or greater, one or a combination of the following design requirements shall apply: 1. Lots adjacent to the roadway right-of-way shall be sized wherein a One - hundred twenty-five (125) foot buffer strip be provided as additional setback to lot depth or width standards supplementary to the minimum lot size and setback of the zoning provisions of the applicable district. An earth berm or other acceptable barrier technique shall be constructed to abate noise impact adjacent to roadway right-of-way equal to or below the seventy (70) DbA standard accompanied by the following: a. A plan showing the existing and anticipated noise levels in DbA that are or will be expected on the site and in the immediate vicinity of the site. b. A description of the site plan construction techniques, architectural designs, and other measures expected to be taken to reduce ambient noise levels. Such description shall include sufficient plans and other drawings to enable the City to accurately identify the noise reduction measures expected to be taken. B. Responsibility for any noise mitigation measures shall be the responsibility of the developer, its successors and/or assigns. This responsibility shall be included and clearly stated in plat approval resolutions or other relevant approval documents. 5. Buffering Residential Dwellings Adjacent to Wetlands and Stormwater Ponds A. In all zoned areas where residential dwellings are adjacent to, or are within one - hundred (100) feet of a wetland or stormwater pond, the following design requirements shall apply: 1. All residential dwellings shall be at least thirty (30) feet horizontal from the one -hundred (100) year high water level of the wetland or pond. Building City of Shakopee Design Criteria Page 29 Page 79 of 227 setbacks shall be in accordance with the latest addition of the City's StefFnwater 'lanage r PlatiLocal Sap lace Water C✓laitage ent Ilan. 2. In commercial or industrial zoned areas where a stormwater pond is proposed to be within one -hundred (100) feet of a residential dwelling, a fence shall be installed along the property line separating the commercial zoned (or industrial zoned) area and the residential property. Sect. 11— Plan Standards 1 General Plan And Drafting Requirements. A. Title Sheet The title sheet shall include a project location map and an approval block for the City Engineer (approved for one year from the date of signing). B. Overall Plan Incorporated in the set of plans shall be an overall plan duplicating the entire project showing all proposed improvements with corresponding sheet numbers on each separate sheet and index. An approval block for Shakopee Public Utilities Commission shall be included on the overall plan sheet. C. Standard Sheet All drawings shall be submitted on standard sheets at standard scale. Standard Sheet: • Grading Plan - 22:..1....: 4-2.1...:...'"...i.7''. • Street and Utility Plan - • Standard Scale: • Horizontal 1" = pt00' ............................. • Vertical 1" = 52 1.11' D. Plan "x1 °7" North arrow, rights -of -way and width, property lines, lot and block numbers, street names, utility lines and size, railroad track, ditches, easements and width, match lines and reference sheet numbers shall be shown on all plan sheets. All roadway improvements and utilities shall be tied to the centerline of City right-of-way, to the centerline of a City easement, to subdivision corners, to Government land corners or to Government land lines. City of Shakopee Design Criteria Page 30 Page 80 of 227 E. Profile To be located directly below the plan with stationing aligned as closely as practical. Original ground (dashed) and proposed if different (solid). Profile shall locate and describe additional information required under the standards for the particular improvement proposed. All utilities shall be shown in profile to include sanitary sewer, watermain, storm sewer and storm sewer crossings. F. Additional Sheets Use standard sheet requirements with appropriate scales for additional sheets required by the City Engineer and not covered by City of Shakopee Standard Detail Plates or approved Mn/DOT Standard Plates. More than one (1) sheet may be necessary. Additional sheets may include, but are not limited to, unique project details, signage and striping, landscaping, pedestrian curb ramp details, intersection elevation .. to lls, SWPPP, turn lane construction, box culvert construction, etc. G. Benchmark Description on each sheet, elevation, USGS " 929 1. A'.]I).... 98 .... datum, tie to City bench loop, description of City benchmark to which it is tied. H. Title Block Shall include the name of project, subdivision or planned building group or street, as applicable and type of utility or roadway and the name, address, zip, telephone of the Engineer and developer. I. Certification Certification signature and registration number of Professional Engineer nn......th. State of Minnesota on each sheet. J. Required Notes These notes shall appear on the cover sheet. If no cover sheet, they shall be put on every sheet submitted for approval. • All work shall be done in accordance with the City of Shakopee's General Specifications and Standard Detail Plates laxxtdeet ar�llity t.. ~ .t=UE . • The contractor shall install a steel marker post at the end of each sanitary sewer service. The developer shall provide GPS coordinates of each marker post and GPS coordinates of each sanitary sewer service wye. Final record drawings submitted to the City shall have a table identifying each sanitary sewer service with the aforementioned GPS coordinates. City of Shakopee Design Criteria Page 81 of 227 Page 31 2 Record Plan Requirements. A. -1 eeeR dra...... At....... iani- D......(..2) rlmette...Mc .......:.R...ceord s must be. cent i i. d and mu.u, be submit in AutoCAD and Adobe Acrobat PDF foj.iiiats uii:e lu ..oa..sAng; the NA.VD...1988 vertical datum on the Scott County coordinate system. Specific electronic formats and/or versions will be determined by the City Engineer. In addition to ......and upon completion of the project, the developer's engineer(5) of record.....Must ....provide a certified. letter indicating that "all improvements have been constructed under the direct sit ervision of the engineer(s) of record... d au e e,c rtu hied accordingly ou dipug ly to have arc en constu uacta tl to be in a; oumaplqanc e. with the approved plans and epee.e"ications."' B. The record plans shall, at a minimum, include the following information: • Locations and top of casting and invert elevations of all sanitary sewer and storm sewer structures and appurtenances. • Locations and top -nut elevations for all fire hydrants. • Locations and elevations for all gate valves. • Revised pipe slopes, lengths and materials (if applicable). • Revised horizontal locations of all street and utility improvements. • Additional notes as required by the City Engineer. C. Sanitary Sewer Services • ucavide a. t.ue ..canu.d pc a city standard detail fear each service and/or on • GPS coordinates at the end of all sanitary services c.I locations must be provided in a tabular format. • Stationing of sanitary sewer wyes shall be indicated. • All sanitary services shall be shown on the record plan with length, size, elevation, and pipe type noted. Indicate if jacked. • If sanitary sewer wye only is constructed, it shall be noted as "Wye Only" after the stationing. • The approximate invert elevation at the forty-five (45) degree bend of all sanitary sewer service stubs shall be shown on the plans. If deep risers are placed, the height of each shall be indicated on the plans and each shall be drawn on the profile, and the height of the risers indicated. • All sanitary service stub locations shall be tied at the property Uuune w flu ap.t. least two ties using the .tatl.luwinng priority: Sari itaiy sewer mail Iles o Hydrants Storm sewer niai�lnc:iles c, Catch basins r Power transformers Building corners • City of Shakopee Design Criteria Page 82 of 227 Page 32 D. Water Services • Provide a tip ...card per city standard detail each service and/or lot.. • GPS coordinates at the end of all sanitary services and curb stop locations must be provided in a tabular format. • Stationing of water corporation cock shall be indicated. • All water services shall be shown with length, size and pipe type noted. Indicate if jacked. • All curb stop boxes shall be tied at the property line with at least two ties using the following priority: o Sanitary sewer manholes o Hydrants o Storm sewer manholes o Catch basins o Power transformers o Building corners E. Watermain Fittings All water fittings should be labeled as to size and type such as bends, ties, plugs, etc. F. Gate Valves All gate valves shall be tied with at least two ties using the following priority: • Fire hydrants. • Manholes. • Catch basins, if curb and gutter are in. • Buildings or other permanent structures. • Telephone pedestals. • Power poles, trees, other semi -permanent items. • Stationing from hydrants, manholes, catch basins, if over one -hundred (100) feet. • All ties should be less than two -hundred (200) feet whenever possible. G. Fire Hydrants All fire hydrants shall have a benchmark elevation shown for the top -nut of the fire hydrant. H. All structures shall have the top of casting elevation and invert elevations shown. I. Streets City of Shakopee Design Criteria Page 33 Page 83 of 227 Street record "as -built" plans/drawings shall include a typical street section and horizontal and vertical curve data. J. Miscellaneous The following information shall be shown on every sheet: • Contractor's name • Construction observer's name • Project engineer's name K. Sanitary Sewer Televising The contractor must televise the entire sanitary sewer system and provide the City with acne-D—VD digital. submittal of the sanitary sewer system along with a televising report and complete telcvis ng videos. The report shall include the locations of all service wyes. L. Operations Record Plan An Operations Record Plan must be submitted to the City and to SPUC and approved by each entity prior to issuance of building permits in addition to the model building permit. The plan must include, at a minimum, the following information: • Information as required in Sections A, B, C, D, E and H above. • Information as required by the SPUC Water Policy Manual. The City Engineer may require additional information and increase the minimum requirements on any project. City of Shakopee Design Criteria Page 34 Page 84 of 227 City of Shakopee Design Criteria Revised: May 4, 2004 by Resolution No. 6041 Revised: April 4, 2006 by Resolution No. 6391 Revised: September 2, 2008 by Resolution No. 6805 Revised: October 17, 2017 by Resolution No. 7933 Revised: October 19, 2021 by Resolution No. R2021-132 City of Shakopee Design Criteria Page 1 Page 85 of 227 Table of Contents Design Criteria and General Plan Requirements - Grading, Street and Utility Improvements Sect. 1 General Sect. 2 Grading Sect. 3 Erosion and Sediment Control Sect. 4 Storm Sewer Sect. 5 Sanitary Sewer Sect. 6 Utilities Sect. 7 Street Lights Sect. 8 Streets and Alleys Sect. 9 Sidewalks and Trails Sect. 10 Lots and Blocks Sect. 11 Plan Standards Sect. 1— General The requirements contained in this document are minimum general requirements for new construction. The City Engineer may require additional information and increase the minimum requirements on any project. Sect. 2 — Grading L General. The grading and erosion control plans shall conform to the most recent editions of "Minnesota Stormwater Manual" and the City of Shakopee "Local Surface Water Management Plan" or as modified herein and the City's most recent Standard Detail Plates. L Grading and Erosion Control. A. The minimum allowable grade in non paved areas is 2%. B. No final graded slopes shall be steeper than three (3) feet horizontal to one (1) foot vertical (3:1). C. Driveway grades shall be less than ten (10) percent, and greater than one (1) percent. Driveway grades shall not be greater than six (6) percent within the right-of-way. Commercial and Industrial Driveway grades shall not be greater than six (6) percent for any part of the driveway. D. Lots shall be graded so as to provide drainage away from building locations. / Topsoil - Sodding and Seeding. Topsoil moved during the course of construction shall be redistributed in turf establishment areas with a minimum of six (6) inches of topsoil including subsoil City of Shakopee Design Criteria Page 2 Page 86 of 227 scarification to a depth of four (4) inches. Disturbed boulevard areas shall be restored in accordance with the City of Shakopee General Specifications and Standard Detail Plates for Street and Utility Construction. Additionally, sod must be installed the full easement width of all drainage swales leading to drainage structures on each lot (silt fence must be installed behind this sod). 4, Drainage. During the grading of the site, the natural drainage system shall be utilized as much as feasible for the storage and flow of runoff. As -built Grading Plan. Upon completion of the grading, paving, and construction of subdivisions, a certified as -built survey of the grading shall be submitted to the City. This plan must, at minimum, show the existing locations and elevations of all street centerline and top of curb high points and low points, all lot corners, building pads, intermediate tops of curb, sidewalks, trails, sanitary sewer structures, storm sewer structures, emergency over flows, high points in non - paved areas, ponding areas and watermain. The plan shall certify that all grading and erosion control is in conformance with the approved plans and that all ponding areas are within drainage and utility easements. Two benchmarks shall be shown on the as -built grading plan. No building permits shall be issued until these certified documents have been submitted and approved by the City Engineer. An electronic copy must be submitted in a format approved by the City Engineer. Grading Permit. Grading Permits will be required, as described in Section 151.110 of the City Code. Prior to issuance of a grading permit, the applicant shall strictly adhere to the requirements set forth in Chapter 54 of the City Code. The applicant must submit a written application for stormwater management plan approval along with the site's stormwater management plan per requirements set forth in Chapter 54 of the City Code. The applicant must submit the appropriate wetland applications in accordance with the Minnesota Wetland Conservation Act (WCA) per requirements set forth in Chapter 54 of the City Code. 1 Tree Preservation Fence. Existing trees, which are to be saved, shall be protected with a tree preservation fence installed at the drip line of the tree(s). No grading, construction materials, or equipment will be allowed beyond this fence. 8. Plan Requirements. The following are specific requirements related to the development of grading and erosion control plans for the proposed development and adjacent land within two - hundred (200) feet unless noted otherwise: A. Show and label existing underground and overhead utilities. B. Show the location and indication of demolition or relocation of existing structures. C. Show lot corner elevations and benchmarks utilized. D. Existing contours shall be at one (1) foot or two (2) foot intervals shown with dashed lines and screened (e.g. half -toned line weight). The contours shall extend City of Shakopee Design Criteria Page 3 Page 87 of 227 beyond the proposed plat boundaries a minimum of two -hundred (200) feet or as necessary to completely show the limits of a drainage basin not fully contained within the proposed plat. Ten (10) foot contour intervals shall be bold. E. Proposed contours shall be at one (1) foot or two (2) foot intervals shown with solid lines. Ten (10) foot contour intervals shall be bold. F. Ponds, wetlands, lakes, streams or manholes shall be shown with the following: 1. Show the NWL and HWL for ponds and wetlands. 2. Show OHWL and DNR number if applicable. 3. Ponds shall be graded with 1(v):4(h) slopes from the HWL to NWL and include a ten (10) foot bench, sloping downward from the NWL at a 1(v):10(h) slope. 4. Show the delineated wetland boundary. G. Show existing and proposed building footprints with proposed floor elevations. H. The lowest floor elevations of affected structures adjacent to outletted ponds shall be in accordance with the City's Local Surface Water Management Plan and/or Chapter 54 of the City Code. Show emergency overflow routes from all low points and show the high point elevation along emergency overflow routes. Show directional flow arrows. Emergency overflows shall be a minimum of one (1) foot plus the high flow elevation (minimum of 1.5-feet) below the lowest opening elevation of adjacent affected structures. J. Show limits of clearing and grubbing. K. For proposed retaining walls, identify top and bottom elevations of retaining wall. Retaining walls greater than four (4) feet in height shall be designed and certified by a licensed professional engineer. L. Show all lot numbers, block numbers, and drainage and utility easements. 9. Haul Routes. Prior to grading and erosion control operations commencing, a drawing must be submitted outlining the proposed haul routes for the import and export of all materials to and from the site. All haul routes are subject to approval by the City Engineer. Sect. 3 — Erosion and Sediment Control L Purpose. The purpose of this Section is to promote the public health, safety, property and general welfare of the citizens of the City and to conserve the soil, water and related resources and to control erosion and sedimentation caused by land disturbing activities. L Administration. The Building Official or the City Engineer (depending on the land disturbing activity) shall be designated as the Administrator of this Section. City of Shakopee Design Criteria Page 4 Page 88 of 227 Activities Subject to Erosion Control Measures. A. Any land disturbing activity in residential, multi -family, commercial or industrial zones shall be subject to erosion control measures and require a grading permit provided that: 1. An area of five -thousand (5,000) square feet or greater will be disturbed by excavation, grading, filling or other earth moving activities resulting in the loss of protective vegetation; or, 2. Excavation or fill exceeding fifty (50) cubic yards; or, 3. The installation of underground utilities, either public or private, resulting in more than three -hundred (300) feet of trenching or earth disturbance. B. Any subdivisions that require plat approval or a certified survey map. C. Agricultural lands used mainly for the production of food, general farming, livestock and poultry enterprises, nurseries, forestry, etc., are not subject to the provisions of this Section. D. Any other land disturbing activity for which the City Engineer determines to have the potential for substantial erosion. 4. Erosion Control Plans. A. All land disturbing activities covered by this Section shall be required to have an approved erosion control plan, per requirements set forth in Chapter 54 of the City Code, on file with the City prior to any construction starting. B. The erosion control plan shall contain any such information necessary for the Building Official and the City Engineer to determine that adequate erosion and sediment control measures are proposed. As a minimum, a topographic map showing existing and proposed contours, location of any natural watercourses and drainage ways, the extent of the land disturbing activity and any erosion control measures shall be shown on the plans submitted and approved. C. In addition to the plans, a narrative report summarizing the proposed erosion control measures shall be submitted. This report shall include language discussing the timing of the installation, phasing, stabilization of all structures, maintenance and eventual removal of all structures. A Storm Water Pollution Prevention Plan (SWPPP) in compliance with National Pollutant Discharge Elimination System (NPDES) requirements must also be submitted. D. At a minimum, the permittee shall meet the specifications set forth below and observe the standards established in the NPDES Construction General Permit requirements. City of Shakopee Design Criteria Page 5 Page 89 of 227 1. Soil Stabilization: Soil stabilization shall be completed in a time period as specified by the NPDES construction general permit and the city's general specifications and standards. The City of Shakopee may require the site to be reseeded or a nonvegetative option employed. 2. Seeding: Seeding shall be in accordance with seeding specifications. All seeded areas shall be fertilized and hydro -mulched or mulched and disc anchored as necessary for seed retention. 3. Soil Stockpiles: Soil stockpiles which shall be inactive for a period of fourteen (14) or more days must be stabilized or covered at the end of each workday. Stockpiles shall include perimeter sediment controls and must not be placed in natural buffers or surface waters, including stormwater conveyances. 4. Ninety Percent Coverage: The entire site must be stabilized at a ninety percent (90%) coverage, using a heavy mulch layer or another method that does not require germination to control erosion, at the close of the construction season. 5. Site Development Sediment Controls: Site development sediment controls practices shall include those identified in the City's general specifications including, but not limited to: a. Settling basins, sediment traps, or tanks. b. Protection for adjacent properties by the use of a vegetated buffer strip in combination with perimeter controls. c. Perimeter control including machine sliced silt fence or other city approved BMP, which shall be in place before, during and after grading of the site. Fencing shall be removed only after seventy percent (70%) stabilization. d. Areas designated as a temporary construction staging area. 6. Temporary sediment basins: For sites that have more than ten (10) acres of disturbed soil that drains to a common location (or, five (5) or more acres for special or impaired waters), one or more temporary sediment basins shall be constructed. Use of temporary basins is encouraged when construction projects will impact steep slopes or when highly erodible soils are present. The basin shall provide treatment to the runoff before it leaves the construction site or enters surface waters. The temporary sediment basins must be designed and constructed as follows: a. Provide live storage for a calculated volume of runoff from a two (2)- year, 24-hour storm from each acre drained to the basin. All basins shall provide at least 1,800 cubic feet of live storage from each acre drained or more. b. For basins where the above calculation has not been performed, a temporary sediment basin providing 3,600 cubic feet of live storage from each acre drained to the basin shall be provided for the entire drainage area of the temporary basin. c. The outlet structure must be designed to withdraw water from the surface in order to minimize the discharge of pollutants. d. The basin outlet shall be designed to prevent short-circuiting and the discharge of floating debris. e. Ensure the basin can be completely drawn down to conduct maintenance activities. City of Shakopee Design Criteria Page 6 Page 90 of 227 f. Include energy dissipation on the outlet of the basin and a stabilized emergency overflow to prevent failure of pond integrity. g. Be located outside of surface waters or any buffer zone, and be designed to avoid draining water from wetlands unless appropriate approval from the U.S. Army Corps of Engineers and the Minnesota Department of Natural Resources is obtained. h. If installation of a temporary sediment basin is infeasible, equivalent sediment controls such as smaller sediment basins, and/or sediment traps, silt fences, vegetative buffer strips, or any appropriate combination of measures are required for all down -slope boundaries of the construction area and for side -slope boundaries where appropriate. Determination of infeasibility shall be documented in the erosion and sediment control plan. 7. Individual Construction Site Sediment Controls: Individual construction site sediment controls shall include: a. Rock construction entrance (driveway); b. Perimeter controls including silt fence in place before, during and after grading of the site. Fencing shall be removed only after proper turf establishment. 8. Waterway and Watercourse Protection: Waterway and watercourse protection requirements shall include stabilization of the watercourse channel before, during and after any in -channel work consistent with the City's general specifications. a. A temporary stream crossing must be installed and approved by the local government unit and regulating agency if a wet watercourse will be crossed regularly during construction. b. The watercourse channel shall be stabilized before, during, and within 24 hours after any in -channel work. c. No in -water work shall be allowed in Public Waters during the MnDNR's work exclusion dates. d. Prior to placement of any equipment into any waters, all equipment must be free of aquatic plants and non-native animals. e. All on -site stormwater conveyance channels designed according to the criteria outlined in this document. Stabilization adequate to prevent erosion located at the outlets of all pipes and paved channels is required. 9. Site Dewatering: Site dewatering shall be conducted pursuant to the City's general specifications document. Water pumped from the site shall be treated by temporary sediment basins, grit chambers, sand filters, or other controls as appropriate to ensure adequate treatment is obtained and that nuisance conditions will not result from the discharge. Discharges from the site shall not be released in a manner that causes erosion, scour, sedimentation or flooding of the site, receiving channels or wetlands. 10. Waste and Material Disposal: All waste and unused building materials (including garbage, debris, cleaning wastes, wastewater, toxic materials or hazardous materials) shall be properly disposed of off -site and not allowed to be carried by runoff into a receiving channel or storm sewer system. City of Shakopee Design Criteria Page 7 Page 91 of 227 a. Solid waste: All unused building materials and waste (including, but not limited to: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, etc.) must be disposed of accordingly and shall comply with disposal requirements set forth by the MPCA. b. Hazardous/toxic waste: Paint, gasoline, oil and any hazardous materials must be properly stored, including secondary containment, to prevent spills, leaks or other discharges. Access to the storage areas must be restricted to prevent vandalism. Storage and disposal of hazardous or toxic substance must be in compliance with the requirements set forth by the MPCA. c. Liquid waste: All other non-stormwater discharges (including, but not limited to, concrete truck washout, vehicle washing or maintenance spills) produced during the construction activity shall not be discharged to any surface waters. d. External washing of equipment and vehicles: All external washing activities shall be limited to a designated area of the site. All runoff must be contained and wastes from external washing activities must be disposed of properly. No engine degreasing shall be allowed on the site. e. Wastes generated by concrete and other washout operations: All liquid and solid wastes generated by any concrete or other washout operations must be contained in a leak proof facility or impermeable liner. Concrete waste must not come into contact with the ground. Concrete waste must be disposed of properly and in compliance with applicable MPCA regulations. 11. Drain Inlet Protection: All storm drain inlets shall be protected during construction until all sources with potential for discharging to the inlet have been stabilized. Inlet protection measures must meet the City's standards and specifications. 12. Energy Dissipation: Pipe outlets must have temporary or permanent energy dissipation within 24 hours of connection to a surface water. 13. Tracking: Vehicle tracking BMPs (including, but not limited to: rock pads, mud mats, slash mulch, concrete or steel wash racks, vehicle wash systems, or similar systems) must be installed to minimize track out of sediment from the construction site. If vehicle tracking BMPs are not actively preventing sediment from being tracked into the street, the applicant must immediately utilize street sweeping to contain sediment within the project perimeter; then, the applicant must implement additional BMPs to prevent tracking. 14. Final Stabilization: Final stabilization is not complete until the following criteria are met: a. All land disturbing activities must be finished and all soils shall be stabilized by a uniform perennial vegetative cover with a density of 70 percent or greater of its expected final growth density over the entire pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions. b. The permanent stormwater management system is constructed, meets all of the required design parameters and is operating as designed. City of Shakopee Design Criteria Page 8 Page 92 of 227 c. All temporary synthetic and structural erosion prevention and sediment control BMPs (such as silt fence) have been removed. BMPs designed to decompose on site may be left in place. d. For residential construction only, individual lots are considered finally stabilized if the structure(s) are finished and temporary erosion protection and down gradient perimeter control has been completed and the residence has been sold to the homeowner. e. For construction projects on agricultural land the disturbed land has been returned to its preconstruction agricultural use. Performance Standards. A. General Standards. In general, this Section does not require the use of any particular type of structure to control erosion and sedimentation. The City Engineer or Building Official shall evaluate the proposed measures to determine if they follow current accepted design criteria and engineering standards. 1. The smallest practical area of land shall be exposed at any given time during development. 2. Exposed soil shall be seeded and mulched in accordance with NPDES Permit requirements. 3. All development shall conform to the natural limitations presented by the topography and soil as to create the best potential for preventing soil erosion. 4. Erosion control measures shall be coordinated with the different stages of development. Appropriate control measures shall be installed prior to development to control erosion. 5. The natural vegetation and plant covering shall be retained whenever possible. Temporary vegetation, mulching or other cover shall be used to protect critical areas and permanent vegetation shall be installed as soon as practical. B. Standards - Stormwater Runoff Erosion. 1. The natural drainage system shall be used when and wherever is feasible for storage and flow of runoff Stormwater drainage shall be discharged to retention basins or other treatment facilities. Temporary storage area or retention ponds shall be considered to reduce peak flows, erosion damage and construction costs. If the drainage area is over five acres, a sediment basin shall be utilized. 2. Silt fence shall be utilized to control erosion and prevent sedimentation from leaving the construction site. These structures shall be properly installed according to the MnDOT Standard Specifications and Plans. 3. If needed, sod shall be laid in strips at intervals necessary to prevent erosion and at right angles to the direction of drainage. 4. At existing storm sewer inlets, temporary sedimentation traps must be used to prevent erosion from entering the storm sewer system, and downstream water bodies. City of Shakopee Design Criteria Page 9 Page 93 of 227 5. Adequate provision shall be made to prevent the tracking or dropping of dirt or other materials from the site onto any street by the use of rock construction entrances. C. Exposed Slopes. The following control measures shall be taken to control erosion during construction: 1. No exposed slope shall be steeper in grade than three (3) feet horizontal to one (1) foot vertical. 2. Exposed slopes steeper in grade than ten (10) feet horizontal to one (1) foot vertical shall be contour plowed to minimize direct runoff of water. 3. At the foot of each exposed slope, a channel and berm shall be constructed to control runoff. The channeled water shall be diverted to a sedimentation basin (debris basin, silt basin or silt trap) before being allowed to enter the natural drainage system. 4. Along the top of each exposed slope, a berm shall be constructed to prevent runoff from flowing over the edge of the slope. Where runoff collecting behind said berm cannot be diverted elsewhere and must be directed down the slope, appropriate measures shall be taken to prevent erosion. Such measures shall consist of either an asphalt paved flow apron and drop chute laid down the slope or a flexible slope drain. At the base of the slope drain or flood apron, a gravel energy dissipater shall be installed to prevent erosion at the discharge end. 5. Exposed slopes shall be protected by whatever means will effectively prevent erosion considering the degree of slope, soils materials, and expected length of exposure. Slope protection shall consist of mulch, sheets of plastic, burlap or jut netting, sod blankets, fast growing grasses or temporary seeding of annual grasses. Mulch consists of hay, straw, wood chips, corn stalks, bark or other protective material. Mulch shall be anchored to slopes with liquid asphalt, stakes, and netting or shall be worked into the soil to provide additional slope stability. 6. Control measures, other than those specifically stated above may be used in place of the above measures if it can be demonstrated that they will effectively protect exposed slopes. D. Dust Control Measures. 1. Temporary mulching or seeding shall be applied to open soil to minimize dust. 2. Barriers such as snow fences, commercial wind fences and similar materials shall be used to control air currents and blowing soil if the City Engineer determines it is necessary. 3. The exposed soil shall be watered to control dust, with frequency of watering repeated as necessary. 4. Permanent vegetation shall be established in accordance with NPDES Permit requirements. City of Shakopee Design Criteria Page 10 Page 94 of 227 ¢, Maintenance of Erosion Control Measures. A. The owner or developer shall be responsible for maintaining all erosion control structures in a condition that will ensure continuous functioning of those devices. If, after the installation of the erosion control structure and BMPs, the City Engineer determines that additional measures are needed, they shall be installed at the expense of the owner. B. Any erosion or sediment that runs off or blows off the site onto adjoining properties, City streets, storm sewers, etc., shall be the responsibility of the owner or developer for clean up and restoration. If the owner fails to properly clean up or restore all areas affected by erosion the City will hire a contractor to complete the work and bill the owner for the expenses associated with the clean-up. Z Technical Reference. The City officially designates the "Protecting Water Quality in Urban Areas" prepared by the Minnesota Pollution Control Agency as the technical reference for this Section. This reference will be used to ensure the proper placement and installation of any proposed erosion control structures. $, Security. The owner or developer shall submit to the City either cash or a certified letter of credit in accordance with current City requirements to guarantee the faithful execution of the grading and erosion control plan. This security shall be in the amount of one -hundred twenty-five (125) percent of the costs for grading, the construction of all erosion control devices and site restoration or $1,000/disturbed acre, whichever is higher, including the costs of City construction observation and administration (as approved by the City Engineer). The City is authorized to draw against this security in the event the grading and erosion control plan is not followed. 9. Unlawful Acts. It is unlawful for any person, either by the owner or the occupant of premises, to violate, neglect or refuse to comply with the requirements of this Section. In addition, if the Building Official or the City Engineer determines that adequate erosion control measures are not being followed and there is little cooperation on the part of the owner to do so, a "stop work" order may be issued to all work on the site until such times as adequate measures are implemented. Sect. 4 — Storm Sewer L Desien Criteria. A. The design criteria, policies, and objectives shall be those described in the City's "Local Surface Water Management Plan". No existing ditch, stream, wetland, pond, drain or drainage canal shall be deepened, widened, filled, re-routed or filled without approval from the City Council. B. Storm sewer shall be designed to have a minimum full flow velocity of three (3) feet/second unless otherwise approved by the City Engineer. C. Storm sewer structures exceeding four (4) feet in depth shall have a minimum diameter of forty-eight (48) inches. City of Shakopee Design Criteria Page 11 Page 95 of 227 2, pond Slopes. Pond slopes below the HWL shall not be steeper than four (4) feet horizontal to one (1) foot vertical. All ponds shall have a bench at the normal water level. This bench shall be a minimum of ten (10) feet wide and the slope of this bench shall not be steeper than ten (10) feet horizontal to one (1) foot vertical. I plan Requirements. A Stormwater Management Plan, along with supporting documentation, must be prepared and submitted that meets City drainage standards. Outlined below, please find a listing of information to be submitted: A. Drainage reports and studies shall include an overall drainage plan. The information listed below, if not shown on the drawings, shall be included in the report. The use of appropriate forms and design aids is recommended. 1. Runoff rate and ponding calculations for the site for the two (2) year, ten (10) year and one -hundred (100) year rainfall events and the one -hundred (100) -year, ten (10) day snow melt event. These computations should be provided for both the existing and future conditions, or as necessary to demonstrate compliance with the City's Local Surface Water Management Plan. Computations shall identify the critical duration of the rainfall events. 2. Open channel flow calculations/computations. 3. Storm sewer and storm inlet flow calculations for the ten (10) year rainfall event. 4. Culvert design flow calculations for the ten (10) year and one -hundred (100) year rainfall events. 5. Summation of all design variables used and design assumptions made. 6. Soil classification reports and depth of underground water table throughout the study area when detention or retention ponds are used. 7. The boundary and designation of all tributary drainage areas and the area of each in acres. 8. The designation and location of each design point referred to in the calculations. 9. The reference source and a copy of all other monographs or design aids used in the calculations. B. The preliminary drainage report shall be approved by the City Engineer prior to Engineering approval of any Preliminary Plat or Preliminary P.U.D. The study will consist of calculations, comments and descriptions and an area map in digital PDF format. Calculations shall include the two (2) year, ten (10) year, and one -hundred (100) year rainfall events and the one -hundred (100) year, ten (10) day snow melt event calculations of all tributary areas to the development, all collection points within the development and all points discharging from the development. The map shall be a topographic map of both the development and all areas tributary to the development. The map shall show the total acreage and anticipated runoff rates at all points noted in the calculations. In addition, the map shall show the proposed location of all drainage facilities to be located within the development and their relationship to existing facilities in adjacent developments. Any scale from 1" = 50' to 1" = 400' may be used to limit the drawing to one sheet. City of Shakopee Design Criteria Page 12 Page 96 of 227 C. A final drainage report shall be submitted and approved in conjunction with construction drawings. The study shall include calculations and a drainage map of the development in digital PDF format. Calculations shall address all aspects of runoff, retention, detention, channel flow, or other appropriate information that is necessary for the design of the drainage system. The drainage map shall be prepared on the overall grading plan for the development. It shall illustrate the drainage patterns in the development as well as the location of all drainage facilitieswithin the development. The map shall also show the runoff rates and acreage tributary to all collection points within the development. When intersections serve as collector points, the flow in each curb line must be noted. This drawing may usescales from 1" = 50' to 1' = 200', in order to limit the drawing to one sheet. When more than one sheet is used a scale of 1" = 200' shall be utilized. D. An overall drainage plan of the study area, including all areas outside of the study area, which contributes runoff to the study area and all downstream areas, which will be effected, by runoff from the study area, must be submitted. Drainage area plans shall be submitted showing the effects of the two (2) year, ten (10) year and one (100) year rainfall events and the one -hundred (100) year, ten (10) day snow melt event. E. The following methods shall be used to verify the adequacy of designs submitted for approval: The method used shall be approved by the City Engineer. 1. Rational method for storm sewer design computations and peak discharge rates from a single isolated watershed. 2. Urban Hydrology for Small Wetlands Technical Release No. 55 and Technical Release No. 20 published by Soil Conservation Service, U.S. Department of Agriculture. 3. HEC-1, HEC-2, or HEC-RAS. 4. Minnesota Hydrology Guide published by Soil Conservation Service, U.S. Department of Agriculture. 5. Stormwater treatment ponds designed to NURP standards. F. The following criteria shall be utilized in the analysis of the drainage system. 1. Runoff analysis shall be based upon proposed land use, and shall take into consideration all contributing runoff from areas outside of the study area. 2. The analysis of storm runoff from existing developed areas lying outside of the study area shall be based upon present land use and topographic features. 3. All undeveloped land lying outside of the study area shall be considered as fully developed based upon the most probable anticipated future land use. Provided, however, that whenever the future land use of a specific undeveloped area cannot be accurately predicted, the average runoff coefficient to be used in said area shall not be less than 0.60 for the Rational Method runoff coefficient or an approved equivalent value for any other method. City of Shakopee Design Criteria Page 13 Page 97 of 227 4. The probable future flow pattern in undeveloped areas shall be based on existing natural topographic features (existing slopes, drainage ways, etc.) and shall conform to the Local Surface Water Management Plan. 5. Average land slopes in both developed and undeveloped area may be used in computing runoff. However, for areas in which drainage patterns and slopes are established, these shall be utilized. 6. Flows and velocities which may occur at a design point when the upstream area is fully developed shall be considered. Drainage facilities shall be so designed such that increased flows and velocities will not cause erosion damage. 7. The use of on -site detention and natural drainage ways is recommended and encouraged whenever possible. The changing of natural drainage way locations will not be approved unless such change is shown to be without unreasonable hazard and liability, substantiated by thorough analysis and investigation. 8. The planning and design of drainage systems shall be such that problems are not transferred from one location to another. Outfall points shall be designed in such a manner that will not create flooding hazards downstream. G. The rainfall intensities to be used in the computation of runoff shall be obtained from the Intensity - Duration - Frequency Curves for the Shakopee area in accordance with Atlas 14 data and shall be based upon a two (2) year, ten (10) year and one -hundred (100) year return frequency. H. All lateral storm sewer facilities shall be designed to accommodate a ten (10) year rainfall event. The initial ten (10) year storm shall be conveyed without surcharging the system. Low points on streets shall be designed with an acceptable emergency overflow route. L Storm sewer pipe for all public systems and connection to public systems shall be reinforced concrete pipe (RCP), unless otherwise approved by the City Engineer. J. Connections to existing manholes or catch basins shall be core drilled. K. Driveway culverts in rural areas shall be at least eighteen (18) inches in diameter. Plastic pipe is prohibited. L. All storm sewer shall be at least fifteen (15) inches in diameter. M. When a smaller sewer joins a larger one, the invert of the larger sewer should be lowered to maintain the same energy gradient. An acceptable method for securing these results is to place the 0.8 depth point of both sewers at the same elevation. N. Storm sewer placed in non -paved areas must be placed on property corners and property lines when possible. The storm sewer lines for backyard inlets must be directed to the streets along side -yard property lines and avoid using rear -yard property line alignments where feasible. City of Shakopee Design Criteria Page 14 Page 98 of 227 O. Catch basins in non -paved areas must be placed so as to minimize standing water. The spacing and locations are subject to the approval of the City Engineer. P. Stormwater management requirements for permanent facilities. 1. An applicant shall install or construct, on or for the proposed land disturbing or development activity, all stormwater management facilities necessary to meet the criteria of the city's Local Surface Water Management Plan, Design Criteria, and the NPDES Construction General Permit. No private stormwater facilities will be approved by the city unless a maintenance plan and maintenance agreement are provided that defines who will conduct the maintenance, the type of maintenance, and intervals of the maintenance. In the alternative, or in partial fulfillment of this requirement and upon approval of the City Engineer, an applicant may make an in -kind or monetary contribution to the development and maintenance of regional stormwater management facilities designed to serve multiple land disturbing and development activities undertaken by 1 or more persons, including the applicant. 2. Proposed Stormwater Management Plans shall incorporate volume control, water quality control, and rate control as the basis for stormwater management in the proposed development plan on sites without restrictions. All proposed projects shall be in conformance with the City of Shakopee's Local Surface Water Management Plan, Design Criteria, and the most current requirements of the Minnesota Pollution Control Agency (MPCA) Municipal Separate Storm Sewer Systems (MS4) Permit, as applicable, meeting the more restrictive criteria. a. Volume Control i. New Development. For new linear projects and for developments, stormwater runoff volumes will be controlled and the post -construction runoff volumes shall be retained on site for 1.0 inches of runoff from all impervious surfaces. ii. Redevelopment. For existing linear projects and redevelopment projects, stormwater runoff volumes will be controlled and the post -construction runoff volume shall be retained on site for 1.0 inches of runoff from the new impervious surfaces created by the project. There shall be a net reduction from the pre -project conditions (on an annual average basis) of: 1) Stormwater discharge volume, unless precluded by the stormwater management limitations as defined by the Minnesota Pollution Control Agency MS4 Permit, as amended, and the limitations defined in this ordinance. a) Where industrial facilities are not authorized to infiltrate industrial stormwater under an NPDES/SDS Industrial Stormwater Permit issued by the Agency. b) Where vehicle fueling and maintenance occur. City of Shakopee Design Criteria Page 15 Page 99 of 227 Q. c) With less than three (3) feet of separation distance from the bottom of the infiltration system to the elevation of the seasonally saturated soils or the top of bedrock. d) Where high levels of contaminants in soil or groundwater will be mobilized by the infiltrating Stormwater. 2) Stormwater discharges of Total Suspended Solids (TSS). 3) Stormwater discharges of Total Phosphorus (TP). b. Water Quality Control. For New Development and Redevelopment, the water quality control standard shall be considered satisfied if the volume control standard has been satisfied. In the event that it is infeasible to meet the volume control standard due to contaminated soils, site constraints, etc., the proposed plan will need to maintain the TSS and TP loading; and for redevelopment the goal is to reduce the TSS and TP loadings (Non -Permit method— alternative method with little to no additional modeling required). Methods for meeting these requirements in the decreasing order of preference: i. Credits and site design practices to minimize the creation of connected impervious surfaces are used to the extent practical. ii. Underdrains to promote filtration instead of infiltration. iii. Off -site infiltration. iv. On -site wet detention with permanent pool volume below the normal outlet that is greater than or equal to the runoff from a 2.5 inch, 24-hour storm over the entire contributing drainage area, assuming full development. c. Rate Control. Rate control measures are required on New Development and Redevelopment projects to meet the water quantity criteria of the latest city's Local Surface Water Management Plan. Pond design standards. Stormwater detention facilities constructed in the city shall be designed according to standards established by the Engineering Division, and identified as follows: 1. A permanent pool (dead storage) volume below the principal spillway (normal outlet) which shall be greater than or equal to the runoff from a 2- 1/2 inch rainfall over the entire contributing drainage area assuming full development; 2. A permanent pool average depth (basin volume/basin area) of 4 to 10 feet; 3. An emergency overflow (emergency outlet) adequate to control the 1% frequency/critical duration rainfall event; 4. Basin side slopes below the 100-year high water level should be no steeper than 4:1, and preferable flatter. A basin shelf with a minimum width of 10 feet and 1 foot deep below the normal water level is recommended to enhance wildlife habitat, reduce potential safety hazards, and improve access for long-term maintenance; 5. To prevent short-circuiting, the distance between major inlets and the normal outlet shall be maximized; City of Shakopee Design Criteria Page 16 Page 100 of 227 6. A flood pool (live storage) volume above the principal spillway shall be adequate so that the peak discharge rates meet the requirements of the city's Local Surface Water Management Plan; 7. Pond outlets may not be smaller than the minimum size indicated in the city's Local Surface Water Management Plan; 8. Consideration for aesthetics and wildlife habitat should be included in the design of the pond; 9. A skimming device must be provided to deter floatable pollutants from discharging out of pond; 10. Design of stormwater facilities shall accommodate the 100-year critical event (100- year, 24-hour storm event or 10-day snowmelt event). This includes lakes, ponds, and their outlets; and 11. Pond normal water level elevations shall be established above the ordinary high water level of adjacent public waters, except where topography of the site, floodplain mitigation activities, or other design considerations are determined to be unfavorable for these conditions to occur. This determination shall be performed by the applicant's engineer and approved by the City Engineer. R. Infiltration design standards. Best management practices to manage infiltration will be required to the maximum extent practical. 1. Volume control BMPs must be incorporated into the project design to minimize the creation of new impervious surface and reduce the existing impervious surfaces, minimize the amount of directly connected impervious surface, preserve and improve the infiltration capacity of the soil, and limit increases in runoff volume exiting the site to the extent feasible considering site -specific conditions. 2. When using infiltration for volume reduction, runoff must be infiltrated within 48 hours using accepted BMPs for infiltration, such as infiltration trenches, rainwater gardens, infiltration benches or infiltration basins. A site investigation must be conducted confirming adequate infiltration parameters. For surface infiltration BMPs, the maximum infiltration depth is 1.5-ft. A post construction percolation test must be performed on each infiltration BMP and must demonstrate that the constructed infiltration rate meets or exceeds the design infiltration rate prior to the acceptance by the city. 3. The maximum extent practical required may be less if the City Engineer determines that 1 or more of the following conditions apply. If 1 or more of the following conditions apply, the City Engineer shall quantify the amount of infiltration that will be deemed as the maximum extent practical for the site: a. The infiltration characteristics of soils on the site are not favorable for the infiltration of stormwater; b. The site's drainage course is to regional infiltration or detention facilities controlled by the city that reduce runoff volumes; c. The development of the site does not increase the site's impervious areas; or City of Shakopee Design Criteria Page 17 Page 101 of 227 d. Other site conditions that make the infiltration of stormwater impractical as determined by the City Engineer. 4. Infiltration will be prohibited where the infiltration BMP will be constructed in any of the following areas: a. Where documented past, present, or anticipated future land uses have resulted in or may result in contamination coming in contact with stormwater runoff. b. With less than three (3) feet of separation distance from the bottom of the infiltration system to the elevation of the seasonally saturated soils or the top of bedrock. c. Where vehicle fueling and maintenance occur. d. Where industrial facilities are not authorized to infiltrate industrial stormwater under and NPDES/SDS Industrial Stormwater Permit issued by the MPCA. 5. Infiltration will be restricted and subject to additional City review where the infiltration BMP will be constructed in any of the following areas: a. Within 1,000 feet up -gradient, or 100 feet down -gradient of active karst features. b. Where Drinking Water Supply Management Areas are present, as defined by Minn. R. 4720.51000, subp.13, unless precluded by a local unit of government with an MS4 permit. c. Soils are predominately Hydrologic Soil Group D (clay) soils. d. Soil infiltration rates are more than 8.3 inches per hour unless soils are amended to slow the infiltration rate below 8.3 inches per hour. e. Stormwater runoff shall be treated in a stormwater pond or by other means prior to entering an infiltration facility; or 6. The minimum infiltration requirements for any region of the city will be the requirements of the watershed district or watershed management organization policies that govern that region. These policies may be met through the use of regional or downstream systems prior to discharge of runoff to waters of the state. 7. Infiltration systems must not be excavated to final grade until the contributing drainage area has been constructed and fully stabilized. When the infiltration feature is excavated to final grade, rigorous erosion prevention and sediment control BMPs must be implemented to keep sediment and runoff completely away from the infiltration area. 8. To prevent clogging of the infiltration system, a pretreatment device must be used to settle particles before the stormwater discharges into the infiltrations system. A skimmer and baffle system must be included in the design. A simple sump manhole will not be allowed. 9. Areas of permanent pools tend to lose infiltration capacity over time and will not be acceptable as an infiltration practice. 10. Per Ordinance Section 54.15 Stormwater Management Plan Approval and Implementation Standards, the infiltration system must provide a water quality volume (calculated as an instantaneous volume) of one (1) inch of runoff (or one (1) inch minus the volume of stormwater treated by another system on the site) from the new impervious surfaces created by the project. City of Shakopee Design Criteria Page 18 Page 102 of 227 11. The applicant must ensure filtration systems with less than three (3) feet of separation from seasonally saturated soils or from bedrock are constructed with an impermeable liner. 12. A minimum maintenance access of twelve (12) feet is required. S. Mitigation. 1. Where construction projects cannot meet volume, TSS, or TP reduction requirements for new development or redevelopment projects on the site of original construction, all methods must be exhausted prior to considering alternative methods and/or locations where volume and treatment standards can be achieved. If the city has determined that all methods have been exhausted, the permittee will be required to identify alternative locations where the standards can be achieved or alternative methods in the following order of preference: a. Locations that yield benefits to the same receiving water that receives runoff from the original construction activity. b. Locations within the same Department of Natural Resource (DNR) catchment area as the original construction activity. c. Locations in the next adjacent DNR catchment area up -stream. d. Locations anywhere within the City of Shakopee. e. Biofiltration. 2. In addition, mitigation projects must also meet the following criteria: a. Mitigation projects shall involve the establishment new structural stormwater BMPs or the retrofit of existing structural stormwater BMPs, or the use of a properly designed regional structural stormwater BMP. b. Previously required routine maintenance of structural stormwater BMPs cannot be considered mitigation. c. Mitigation projects must be finished within 24 months after the original construction activity begins. d. A maintenance agreement specifying the responsible party for long- term maintenance shall be identified. Sect. 5 — Sanitary Sewer 1. General. The minimum diameter for public sanitary sewer mains shall be eight (8) inches. Sanitary sewer design must account for the study area and all areas outside the study area which would naturally drain through the study area. Natural drainage areas will be established by using the Comprehensive Sewer Plan and Local Surface Water Management Plan adopted by the City. In no case shall the design velocity be less than 2.2 feet per second or more than ten (10) feet per second as computed by Manning's formula for flow in open channels (Manning's shall be 0.013 for purposes of design). City of Shakopee Design Criteria Page 19 Page 103 of 227 2. Design Criteria. Sanitary sewers shall be designed and constructed in accordance with the most current edition of Recommended Standards for Sewage Works; a report of Committee of theGreat Lakes - Upper Mississippi River Board of State Sanitary Engineers. I Plan Requirements and Design Guidelines. The following are specific requirements related to the design of sanitary sewer and sanitary sewer services: A. The sanitary sewer alignment shall follow the centerline of the street where practical. B. The maximum spacing between manholes is four -hundred (400) unless approved otherwise. C. All manholes at intersections shall be located at centerline/centerline. D. Manholes are required on the terminus end of all stubs if the line will be active. E. Connections to existing sanitary sewer manholes shall be core -drilled and fitted with a watertight boot. F. Inside drop manholes are not allowed. G. The minimum depth of a sanitary sewer manhole is nine (9) feet unless otherwise approved by the City Engineer. H. Changing of pipe material between manholes is not permitted except at outside drops. I. Sanitary sewer services shall be a minimum four (4) inch diameter PVC (SDR 26). J. Sanitary sewer services shall not be connected to a manhole unless otherwise approved. K. The minimum depth of the sanitary sewer service at the easement line shall be nine (9) feet unless otherwise approved. L. Sanitary sewer pipe shall be PVC SDR 35 (0 - 18' deep) and PVC SDR 26 (18'- 26') deep. Alternate pipe materials for sanitary sewer deeper than twenty-six (26) feet will be required as determined by the City Engineer. M. Rerounding of pipe is not allowed unless previously approved by the City Engineer. N. The contractor shall stamp the curb at the service locations per the city's standard detail and install a marker post at the end of each sanitary sewer service. The developer shall provide GPS coordinates of each marker post and GPS coordinates of each sanitary sewer service wye. Final record drawings and service tie -cards submitted to the City shall have a table identifying each sanitary sewer service with the aforementioned GPS coordinates. City of Shakopee Design Criteria Page 20 Page 104 of 227 Sect. 6 — Utilities L public Water. Where a connection to the Public Water System is presently available at or reasonably near the boundary of the subdivision, water distribution facilities, including fire hydrants, shall be installed to serve all properties within the subdivision and shall be in accordance with policies of the Shakopee Public Utilities Commission. Public Water systems shall be designed and constructed in accordance with the standards and policies of the Shakopee Public Utility Commission. 2 Other Utilities. Electric service, phone service, and cable television installations to residential structures shall be underground from the main line to the residential structure except where extreme conditions prohibit and a variance from this requirement is authorized by the Planning Commission upon advice of the Utilities Commission. Provisions shall also be made for underground connections of street lights as required from main lines to the street line installation. A small utility plan that includes a coordinated layout of other utilities must be provided with all new roadway and development projects. Where telephone, electric and/or gas service lines are to be placed underground, conduits or cables shall be placed within easements or dedicated public ways, in such a manner so as not to conflict with other underground services, and in locations as approved by the City Engineer. All drainage and other underground utility installations that traverse privately owned property shall be protected by easements. Sect. 7 — Street Lights 1. Design Criteria. The subdivider shall provide for installation of street lighting and operation for a period of three (3) years as prescribed by the Utilities Manager. Street lighting shall be designed and constructed in accordance with the standards and policies of the Shakopee Public Utility Commission and the City of Shakopee. Sect. 8 — Streets L General. A. The arrangement of thoroughfares and collector streets shall conform as nearly as possible to the Comprehensive Plan. Except for cul-de-sacs, streets normally shall connect with streets already dedicated in adjoining or adjacent subdivisions, or provide for future connections to adjoining unsubdivided tracts, or shall be a reasonable projection of streets in the nearest subdivided tracts. The arrangement of thoroughfares and collector streets shall be considered in their relation to the reasonable circulation of traffic, to topographic conditions, to runoff of stormwater, to public convenience and safety, and in their appropriate relation to the proposed uses of the area to be served. B. Where the plat to be submitted includes only part of the tract owned or intended for development by the subdivider, a tentative plan of a proposed future street system for City of Shakopee Design Criteria Page 21 Page 105 of 227 the unsubdivided portion shall be prepared and submitted by the subdivider at the same scale as set forth herein. C. When a tract is subdivided into larger than normal building lots or parcels, such lots or parcels shall be so arranged so as to permit the logical location and openings of future streets and appropriate resubdivision, with provision for adequate utility connections for such resubdivision. 2 Street Width and Right -of -Way Width. A. Two-way right-of-way widths and pavement widths (back to back of curb) shall conform to the City's adopted Transportation Plan, with the exception of the local roads. The local road width shall be as follows or as determined by the City Engineer: Classification Local (anticipated traffic of 200 or less cars per day) Local (more than 200 cars per day) Right -of -Way Roadway 60 Feet 66 Feet 33 Feet 37 Feet B. All one-way right-of-way widths and pavement widths (back to back of curb) shall conform to the following minimum dimensions: Classification Right -of -Way Roadway Local 45 Feet 25 Feet Collector Streets 60 Feet 30 Feet Arterial Streets 60 Feet 30 Feet 3. Streets. A. Public Streets and alleys shall be designed and constructed in accordance with the General Specifications and Standard Detail Plates. All street and alley construction shall be inspected by the City Engineering Department. B. The full width of the right-of-way of each street and alley dedicated in the plat shall be graded. The width shall comply with the surface provisions of this Chapter and Class 5 MN/DOT aggregate or other suitable base shall be required as prescribed by the City Engineer. C. All streets shall be surfaced with a bituminous surface or portland cement concrete. D. Except where justified by special conditions, such as the continuation of an existing alley in the same block, alleys will not be approved in residential districts. Dead end alleys shall be avoided, whenever possible, but if unavoidable, such dead end alleys must provide adequate turnaround facilities at the closed end. City of Shakopee Design Criteria Page 22 Page 106 of 227 E. Concrete curb and gutter may be required as a part of the required street surface improvement and shall thus be designed for installation along both sides of all roadways in accordance with the standards of the City. F. Rural roadway sections, that do not include concrete curb and gutter, shall consist of roadside ditches and five (5) foot gravel shoulders. 4 Grades. A. All center line gradients shall be at least 0.5 percent and shall not exceed the following: Classifications Gradient Percent Arterial Streets 5 Collector Streets 6 Local Streets 7 Marginal Access Streets 7 Alleys 8 The grades at intersecting state -aid streets shall not be greater than 1.0% for 50' on either side ofthe state -aid street, and not greater than 2.0% for an additional 50'. The grades at intersecting arterial streets shall not be greater than 2.0% for 200' on either side ofthe intersection. On local streets, the grade shall not be greater than 3.0% for 100' on either side of the intersection. The more important street at an intersection, as determined by the City Engineer, shall govern the through grade. Street Jogs. Street jogs (intersections less than 330 feet apart) must be approved by the City Engineer. Local Streets. Local streets shall be so aligned that their use by through traffic will be discouraged. Dead end streets are prohibited, but cul-de-sacs will be permitted where topography or other conditions justify their use. Z Cul-de-sacs. Maximum length of cul-de-sac streets shall be one -thousand (1,000) feet for rural service areas and seven -hundred fifty (750) feet for urban service areas measured along the center line from the intersection of origin to end of right-of-way. Cul-de-sacs shall have a dedicated right- of-way with a minimum radius of sixty (60) feet, and shall be paved with a minimum radius of forty- six (46) feet (to back of curb). Lot lines abutting cul-de-sacs shall be radial except in extreme cases where special permission may be granted otherwise. 8. Temporary Cul-de-sacs. In new subdivisions where a future public street will connect to a temporary street stub, a temporary cul-de-sac will be required. The maximum length of temporary cul-de-sac streets shall be seven -hundred fifty (750) feet for both rural service and urban service areas, measured along the center line from the intersection of origin to end of pavement. The minimum paved surface diameter shall be seventy (72) feet, without curb and gutter. A temporary cul-de-sac will not be required for street stubs that serve less than three (3) lots. City of Shakopee Design Criteria Page 23 Page 107 of 227 . Service Roads. Where a subdivision abuts or contains an existing or planned service road or a railroad right-of-way, the Council may require a street approximately parallel to and on each side of such right-of-way for adequate protection of residential properties and to afford separation of through and local traffic. Such marginal access streets shall be located at a distance from the major thoroughfares of railroad right-of-way suitable for the appropriate use ofthe intervening land, as for park purposes in residential districts, or for commercial or industrial purposes in appropriate districts. Such distances shall also be determined with due regard for the requirements of approach grades and future grade separations. LI Half Streets. Half streets shall be prohibited, except where essential to the reasonable development ofthe subdivision in conformity with the other requirements ofthese regulations; and except where the Council finds it will be practicable to require the dedication of the other half when the adjoining property is subdivided. Wherever there is a half street adjacent to a tract to be subdivided, the other half of the street shall be platted within such tract. u, Surface. All street surfaces shall be designed and constructed in accordance with the standard specifications and shall provide a warranty bond before being accepted by the City for maintenance. Curb and gutter or shoulder and bituminous surfacing shall be constructed at the same time. 12, Reserve Strips, Reserve strips controlling access to streets shall be prohibited. a Hardship to Owners of Adjoining Property Avoided. The street arrangement shall not be such as to cause hardship to owners of adjoining property in platting their own land and providing convenient access to it. 14. Access to Arterial and Collector Roadways. In the case where a proposed plat is adjacent to an arterial or collector road, the applicant shall not direct vehicle or pedestrian access from individual lots to such roadways. The subdivider will be required to provide access to all lots via public streets. Spacing ofthese public streets shall meet the requirements ofthe City's adopted Transportation Plan. a Platting of Small Tracts. In the platting of small tracts of land fronting arterial roadways where there is no convenient access to existing entrances and where access from such plat would be closer than 1/4 mile from an existing access point, a service road forty (40) feet wide shall be dedicated across the tract. As the neighboring land is platted and developed, and access becomes possible to the service road, direct access to the thoroughfares shall be prohibited. 16. Deflections/Horizontal Curves. When connecting street lines deflect from each other at any one point by more than ten (10) degrees, they shall be connected by a curve with a radius of not less than one -hundred twenty (120) feet. Depending on grades and projected traffic volumes the City Engineer may require a larger radius. This minimum curve radius does not apply to intersecting street lines (full street intersections) or to street lines connected at "T" intersections. Collector street horizontal centerline curves shall meet State Aid Standards. 12, Street Vertical Curves. Vertical curves on local roads shall be designed to meet a minimum design speed of thirty (30) mph. The City Engineer will determine the design speed for arterial and collector roads. The minimum allowable curve length is fifty (50) feet unless the algebraic difference between grades within a vertical curve is less than 1.2 percent, then the allowable City of Shakopee Design Criteria Page 24 Page 108 of 227 minimum vertical curve length is twenty (20) feet. Collector street vertical curve designs shall meet State Aid Standards. 1$. Angle of Intersections. The angle formed by the intersection of streets shall be ninety (90) degrees. Any variance will require approval by the City Engineer. 12, Size of Intersection. Intersections of more than four corners shall be prohibited. Curb Return Radius. Minimum curb return radii at intersections shall conform to the following table: Curb Return Radius (feet) at Intersections Local (33'1 Local (37'1 Collector Arterial Local (33' wide) 20 0 Local (37'wide) 20 20 Collector 25 25 25 Arterial 30 25 25 25 Industrial 30 25 25 25 The City Engineer may require larger radii. The County Engineer will determine radii at intersections at County roads. 21. Crosspans. Double crosspans may be used at the intersection of residential streets only when necessary to prevent flooding of one side of the street. Crosspans are not allowed across collector or arterial streets. Crosspans are not allowed on streets with storm sewer systems or on other streets designated by the City Engineer. 22, Street Section Design. The street section shall be designed to meet a 9-ton design in accordance with Minnesota Department of Transportation design guidelines. It shall be accompanied by a complete soils report certified by a licensed professional engineer. Thefollowing minimum pavement thickness and aggregate thickness shall apply to all streets: Minimum Bituminous Pavement Minimum Aggregate Base Arterial Street 5" 10" Collector Street (Residential) 4" 8" Minimum Bituminous Pavement Minimum Aggregate Base Collector Street (Commercial) 5" 10" Collector Street (Industrial) 5" 10" Local Street 4" 8" City of Shakopee Design Criteria Page 25 Page 109 of 227 All streets must be constructed with a minimum two (2) feet select granular section. When the in - situ soils exist with a subgrade soil with an "R" value of thirty (30) or lower, the two (2) feet granular section must include one -hundred (100) feet of drain tile connected to and centered on each low point catch basin. The street section must be approved by the City Engineer and may be adjusted by the City Engineer based on the soils report. Sect. 9 — Sidewalks and Trails 1 Sidewalks. A. The sidewalks shall not be located less than one foot from the property line, nor be adjacent to the curb except as determined in commercial areas. Sidewalks in industrial areas shall be located to conform to the anticipated pedestrian flow of the development. B. Sidewalks shall slope 1.5% away from the property line and the profile grades shall conform to street grades. C. Planned unit development shall be subject to the location, widths, and grades set forth herein. D. The subdivider shall install sidewalks on both sides of an officially designated arterial street and on one side of collector and local streets, and walkways to schools; such collector streets and walkways to be determined by the Planning Commission and approved by the Council. If the street is along a designated trail route, a bituminous trail may be required in place of the sidewalk, as determined by the Planning Commission and approved by the Council. E. In blocks over nine -hundred (900) feet long, pedestrian crosswalks through the blocks, and at least ten (10) feet wide, may be required by the Council in locations deemed necessary to public health, convenience and necessity. F. Curb returns and intersections where sidewalk is required shall have handicap ramps with truncated domes. Design must meet current MnDOT standards. G. All sidewalk widths shall be five (5) feet, except in commercial areas where the width may be wider, as determined by the City Council. Sect. 10 — Lots and Blocks L Easements. A. A minimum of five (5) feet drainage and utility easement is required adjacent to all side yard lot lines. City of Shakopee Design Criteria Page 26 Page 110 of 227 A minimum of ten (10) feet of drainage and utility easement is required adjacent to all front lot lines, rear lot lines or lot lines adjacent to public right-of-way. A minimum twenty (20) feet of drainage and utility easement is required centered over all utilities less than five (5) feet deep. For utilities deeper than five (5) feet, the minimum easement width shall be calculated assuming a one (1) foot trench bottom and 1-foot (vertical) to 1.5-foot (horizontal) side slopes. For example, a utility ten (10) feet deep will require a minimum easement width of thirty (31) feet. The City Engineer may increase easement requirements, as necessary B. Where a subdivision is traversed by a water course, drainage way/swale, channel or stream, there shall be provided a stormwater easement or drainage right-of-way conforming substantially to lines of such watercourse, and such further width or construction, or both, as will be adequate for the purpose. Parallel streets or parkways may be required in connection therewith. C. Drainage and utility easements shall be shown on the final plat, out to the one -hundred (100) year highwater level contour. Storm water basins and facilities shall typically be integrated into the subdivision's individual private parcels and covered by a drainage and utility easements (vs. encompassing the basin by a standalone outlet). D. Access easements, for future maintenance, shall be provided for ponding areas within subdivisions. E. Standalone trail easements shall be provided for the width of the trail plus an additional three (3) feet on each side of the trail (e.g. 10-ft trail would require a 16-ft easement). $locks. A. Block length and width or acreage within bounding streets shall be such as to accommodate the size of residential lot required in the area by the Zoning Chapter and to provide for convenient access, circulation control and safety of street traffic. B. Residential block lengths shall not exceed one -thousand three -hundred (1,300) feet. Blocks intended for commercial and industrial use must be designed as such, and the block must be of sufficient size to provide for adequate off-street parking, loading and such other facilities as are required to satisfy the requirements of the Zoning Chapter of the City Code. C. A block shall be so designed as to provide two tiers of lots, unless it adjoins a railroad or major thoroughfare where it may have a single tier of lots. City of Shakopee Design Criteria Page 27 Page 111 of 227 Lot Standards. A. The lot dimensions shall be such as to comply with the minimum lot areas specified in the Zoning Chapter. B. Side lines of lots shall be substantially at right angles to straight street lines or radial to curved street lines. C. In the subdividing of any land, due regard shall be shown for all natural features, such as tree growth, wetlands, steep slopes, watercourse, historic spots, or similar conditions, and plans adjusted to preserve those which will add attractiveness, safety and stability to the proposed development. D. All remnants of lots below minimum size left over after subdividing of a larger tract must be added to adjacent lots rather than allowed to remain as unusable parcels. E. Double frontage (lots with frontage on two parallel streets) or reverse frontage shall not be permitted except: 1. Where lots back on an arterial or collector street, in which case vehicular and pedestrian access between the lots and arterial streets shall be prohibited. Such double frontage lots shall have an additional depth of at least twenty (20) feet in order to allow space for screen planting along the back lot line. 2. Where topographic or other conditions render subdividing otherwise unreasonable, such double frontage lots shall have an additional depth of at least twenty (20) feet in order to allow space for screen planting along the back lot line. F. All lots must abut their full frontage on a publicly dedicated street. G. Rural service lots shall be designed in such a manner whereby septic tanks, drainfields and homes are located as to allow future subdivision of the land upon the requirement of the City Engineer where future urban service expansion is probable. The City may also require at the time of final subdivision approval that a covenant be recorded which requires the placement of future structures in accordance with approved preliminary plat design. Whenever a parcel of land is subdivided into lots containing one or more acres and there are indications that such lots may eventually be subdivided into smaller plats, the Council may require that such parcel of land be divided so as to allow for the future construction of streets and the extension of adjacent streets. Easements providing for the future opening and extension of such streets may be made a requirement of the plat. H. All lots or parcels shall have direct adequate physical access for emergency vehicles along the frontage of the lot or parcel from a public roadway City of Shakopee Design Criteria Page 28 Page 112 of 227 4 Buffering Residential Subdivisions Adjacent to Intermediate and Principal Arterial Roads. A. In all residentially zoned areas determined by the Administrator to have significant noise impact within one -hundred twenty-five (125) feet of the roadway right-of-way or areas of noise impact estimated to maintain ambient decibel ratings of seventy (70) DbA or greater, one or a combination of the following design requirements shall apply: 1. Lots adjacent to the roadway right-of-way shall be sized wherein a One - hundred twenty-five (125) foot buffer strip be provided as additional setback to lot depth or width standards supplementary to the minimum lot size and setback of the zoning provisions of the applicable district. An earth berm or other acceptable barrier technique shall be constructed to abate noise impact adjacent to roadway right-of-way equal to or below the seventy (70) DbA standard accompanied by the following: a. A plan showing the existing and anticipated noise levels in DbA that are or will be expected on the site and in the immediate vicinity of the site. b. A description of the site plan construction techniques, architectural designs, and other measures expected to be taken to reduce ambient noise levels. Such description shall include sufficient plans and other drawings to enable the City to accurately identify the noise reduction measures expected to be taken. B. Responsibility for any noise mitigation measures shall be the responsibility of the developer, its successors and/or assigns. This responsibility shall be included and clearly stated in plat approval resolutions or other relevant approval documents. Buffering Residential Dwellings Adjacent to Wetlands and Stormwater Ponds A. In all zoned areas where residential dwellings are adjacent to, or are within one - hundred (100) feet of a wetland or stormwater pond, the following design requirements shall apply: 1. All residential dwellings shall be at least thirty (30) feet horizontal from the one -hundred (100) year high water level of the wetland or pond. Building setbacks shall be in accordance with the latest addition of the City's Local Surface Water Management Plan. 2. In commercial or industrial zoned areas where a stormwater pond is proposed to be within one -hundred (100) feet of a residential dwelling, a fence shall be installed along the property line separating the commercial zoned (or industrial zoned) area and the residential property. City of Shakopee Design Criteria Page 29 Page 113 of 227 Sect. 11— Plan Standards L General Plan And Drafting Requirements. A. Title Sheet The title sheet shall include a project location map and an approval block for the City Engineer (approved for one year from the date of signing). B. Overall Plan Incorporated in the set ofplans shall be an overall plan duplicating the entire project showing all proposed improvements with corresponding sheet numbers on each separate sheet and index. An approval block for Shakopee Public Utilities Commission shall be included on the overall plan sheet. C. Standard Sheet All drawings shall be submitted on standard sheets at standard scale. Standard Sheet: • Grading Plan - 11"x17" • Street and Utility Plan - 1 1"x17" Standard Scale: • Horizontal 1" = 100' • Vertical 1" = 10' D. Plan North arrow, rights -of -way and width, property lines, lot and block numbers, street names, utility lines and size, railroad track, ditches, easements and width, match lines and reference sheet numbers shall be shown on all plan sheets. All roadway improvements and utilities shall be tied to the centerline of City right-of-way, to the centerline of a City easement, to subdivision corners, to Government land corners or to Government land lines. E. Profile To be located directly below the plan with stationing aligned as closely as practical. Original ground (dashed) and proposed if different (solid). Profile shall locate and describe additional information required under the standards for the particular City of Shakopee Design Criteria Page 30 Page 114 of 227 improvement proposed. All utilities shall be shown in profile to include sanitary sewer, watermain, storm sewer and storm sewer crossings. F. Additional Sheets Use standard sheet requirements with appropriate scales for additional sheets required by the City Engineer and not covered by City of Shakopee Standard Detail Plates or approved Mn/DOT Standard Plates. More than one (1) sheet may be necessary. Additional sheets may include, but are not limited to, unique project details, signage and striping, landscaping, pedestrian curb ramp details, intersection elevation details, SWPPP, turn lane construction, box culvert construction, etc. G. Benchmark Description on each sheet, elevation, USGS NAVD 1988 datum, tie to City bench loop, description of City benchmark to which it is tied. H. Title Block Shall include the name of project, subdivision or planned building group or street, as applicable and type of utility or roadway and the name, address, zip, telephone of the Engineer and developer. L Certification Certification signature and registration number of Professional Engineer in the State of Minnesota on each sheet. J. Required Notes These notes shall appear on the cover sheet. If no cover sheet, they shall be put on every sheet submitted for approval. • All work shall be done in accordance with the City of Shakopee's General Specifications and Standard Detail Plates. • The contractor shall install a steel marker post at the end of each sanitary sewer service. The developer shall provide GPS coordinates of each marker post and GPS coordinates of each sanitary sewer service wye. Final record drawings submitted to the City shall have a table identifying each sanitary sewer service with the aforementioned GPS coordinates. 2. Record Plan Requirements. A. The Record Plans must be certified and must be submitted in AutoCAD and Adobe Acrobat PDF formats using the NAVD 1988 vertical datum on the Scott County coordinate system. Specific electronic formats and/or versions will be determined by the City Engineer. In addition to and upon completion of the project, the developer's engineer(s) of record must provide a certified letter indicating that "all City of Shakopee Design Criteria Page 31 Page 115 of 227 improvements have been constructed under the direct supervision of the engineer(s) of record and are certified accordingly to have been constructed to be in compliance with the approved plans and specifications." B. The record plans shall, at a minimum, include the following information: • Locations and top of casting and invert elevations of all sanitary sewer and storm sewer structures and appurtenances. • Locations and top -nut elevations for all fire hydrants. • Locations and elevations for all gate valves. • Revised pipe slopes, lengths and materials (if applicable). • Revised horizontal locations of all street and utility improvements. • Additional notes as required by the City Engineer. C. Sanitary Sewer Services • Provide a tie -card per city standard detail for each service and/or lot. • GPS coordinates at the end of all sanitary services locations must be provided in a tabular format. • Stationing of sanitary sewer wyes shall be indicated. • All sanitary services shall be shown on the record plan with length, size, elevation, and pipe type noted. Indicate if jacked. • If sanitary sewer wye only is constructed, it shall be noted as "Wye Only" after the stationing. • The approximate invert elevation at the forty-five (45) degree bend of all sanitary sewer service stubs shall be shown on the plans. If deep risers are placed, the height of each shall be indicated on the plans and each shall be drawn on the profile, and the height of the risers indicated. • All sanitary service stub locations shall be tied at the property line with at least two ties using the following priority: o Sanitary sewer manholes o Hydrants o Storm sewer manholes o Catch basins o Power transformers o Building corners D. Water Services • Provide a tie -card per city standard detail for each service and/or lot. • GPS coordinates at the end of all sanitary services and curb stop locations must be provided in a tabular format. • Stationing of water corporation cock shall be indicated. • All water services shall be shown with length, size and pipe type noted. Indicate if jacked. City of Shakopee Design Criteria Page 32 Page 116 of 227 • All curb stop boxes shall be tied at the property line with at least two ties using the following priority: o Sanitary sewer manholes o Hydrants o Storm sewer manholes o Catch basins o Power transformers o Building corners E. Watermain Fittings All water fittings should be labeled as to size and type such as bends, ties, plugs, etc. F. Gate Valves All gate valves shall be tied with at least two ties using the following priority: • Fire hydrants. • Manholes. • Catch basins, if curb and gutter are in. • Buildings or other permanent structures. • Telephone pedestals. • Power poles, trees, other semi -permanent items. • Stationing from hydrants, manholes, catch basins, if over one -hundred (100) feet. • All ties should be less than two -hundred (200) feet whenever possible. G. Fire Hydrants All fire hydrants shall have a benchmark elevation shown for the top -nut of the fire hydrant. H. All structures shall have the top of casting elevation and invert elevations shown. I. Streets Street record "as -built" plans/drawings shall include a typical street section and horizontal and vertical curve data. City of Shakopee Design Criteria Page 33 Page 117 of 227 J. Miscellaneous The following information shall be shown on every sheet: • Contractor's name • Construction observer's name • Project engineer's name K. Sanitary Sewer Televising The contractor must televise the entire sanitary sewer system and provide the City with a digital submittal of the sanitary sewer system along with a televising report and complete televising videos. The report shall include the locations of all service wyes. L. Operations Record Plan An Operations Record Plan must be submitted to the City and to SPUC and approved by each entity prior to issuance of building permits in addition to the model building permit. The plan must include, at a minimum, the following information: • Information as required in Sections A, B, C, D, E and H above. • Information as required by the SPUC Water Policy Manual. The City Engineer may require additional information and increase the minimum requirements on any project. City of Shakopee Design Criteria Page 34 Page 118 of 227 *4.C.1. Shakopee City Council October 19, 2021 FROM: Jeff Tate, Chief of Police TO: Mayor and Council Members Subj ect: AAA Traffic Safety Grant Application Policy/Action Requested: Adopt Resolution R2021-148, approving an AAA Traffic Grant application. Recommendation: Approve Resolution R2021-148. Discussion: The Shakopee Police Department is partnering with the Shakopee High School to apply for an AAA Traffic Safety Grant. This grant gives up to $1200 for requests addressing drug - impaired driving, roadside responder safety and school zone safety, including but not limited to alcohol -impaired drivers, teen drivers, distracted drivers, seat belt use and speeding. The Police Department is requesting $1200 to aid in costs related to it's mock car crash and other programs relating to traffic safety. Budget Impact: No budget impact. ATTACHMENTS: o Resolution R2021-148 Page 119 of 227 RESOLUTION R2021-148 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA AUTHORIZING THE CITY TO SUBMIT AN AAA TRAFIC SAFETY GRANT APPLICATION. WHEREAS, the City of Shakopee supports the application made to AAA Traffic Safety Grant, and WHEREAS, the application is to obtain funding for various traffic safety programs at the Shakopee High School, including a mock car crash which is held every three years, and WHEREAS, the Shakopee Police Department is partnering with the Shakopee High School on these safety programs, and WHEREAS, the City of Shakopee recognizes no match is required for this grant. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, if the City of Shakopee is awarded a grant by AAA, the City of Shakopee agrees to accept the grant award and may enter into an agreement with said entity for the above referenced project. The City of Shakopee will comply with all applicable laws, requirements and regulations as stated in the grant agreement. Adopted in adjourned regular session of the City Council of the City of Shakopee, Minnesota held this 19th day of October, 2021. Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 William Mars Mayor of the City of Shakopee ATTEST: Lori Hensen City Clerk Page 120 of 227 *4.C.2. Shakopee City Council October 19, 2021 FROM: Chris Dellwo, Captain TO: Mayor and Council Members Subject: Declare Five Forfeited Vehicles as Surplus Property Policy/Action Requested: Declare five forfeited vehicles as surplus property and authorize disposal. Recommendation: Approve policy/action as requested. Discussion: The vehicles were obtained through successful forfeiture proceedings and are described as follows: 1. 2003 Toyota Corolla, VIN:1NXBR32EX3Z033587 2. 2004 Chevrolet Tahoe, VIN:1GNEK13ZX4R227446 3. 2008 Dodge Charger, VIN: 2B3KA33G98H232671 4. 2011 Toyota Camry, VIN: 4T1BF3EK5BU693951 5. 2012 Ford Focus, VIN: 1FAHP3H28CL232991 After being declared surplus, the vehicles will be sold at auction and the proceeds, if any, will be disbursed according to Minnesota State Statute. Budget Impact: No budget impact Page 121 of 227 *4.D.1. Shakopee City Council October 19, 2021 FROM: Bill Egan, Public Works Superintendent TO: Mayor and Council Members Subject: Purchase a Street Anti -icing Brine Maker for Public Works Street Division. Policy/Action Requested: Authorize the early purchase of a street anti -icing brine maker from Aspen Equipment in the amount of $66,336.00. Recommendation: Authorize the purchase. Discussion: Purchase of a de-icing brine maker is planned in 2022 and is included in the Capital Improvement Plan (CIP), see attached CIP summary sheet Equip-22-422. The brine maker would be purchased under State of Minnesota Contract No.174686 through Aspen Equipment. The quotation form is attached and consistent with state contract pricing. Advance purchase of the equipment is requested as a result of expected supply delays as well as the need for the equipment for the 2021-22 winter operations. In the interim, the city will obtain brine from Scott County. Budget Impact: The 2022 CIP includes a budget of $78,000. The estimated total purchase amount is $66,336 which is $11,664 (15 percent) under budget. The purchase is budgeted in the Equipment Internal Service Fund. ATTACWVIENTS: ▪ CIP Summary Sheet Equip-22-422 o Aspen Quote Page 122 of 227 Capital Improvement Plan City of Shakopee, Minnesota 2022 thru 2026 Project # Equip-22-422 Project Name Public Works Street: Brine Maker Type Equipment Useful Life 10 Category Public Works Accounting Code 7800.1740 100042 Fund Capital Equipment Internal Sery Description Department Equipment Internal Serv. Fund Contact Public Works Superintendent Priority 2 Important -Provide Efficiencies/ Status Active Total Project Cost: $78,000 11111111100011111, uii!I III Purchase new brine maker, filling station, and bulk tank for storage. Will be ssed for winter roadway pre-treatment and anti -icing operations. Justification Reduces the amount of chloride in ice control and snow removal operations. "Pretreating the driving surface with brine before a storm keeps it free of bonded ice, which is safer and more cost-effective than trying to remove bonded ice/hard pack after it has formed. Preventive anti -icing utilizes as little as one-fourth of the material and one -tenth of the overall cost (labor, equipment and material) of traditional deicing...Regular seasonal use of salt brine can decrease overall salt consumption up to 30%. According to the Michigan DDT's 2012 Bounce and Scatter study, pre -wetting keeps 30% more salt on the intended surface." (Henderson Products) Expenditures 2022 2023 2024 2025 2026 Total Equip/Vehicles/Furnishings 78,000 78,000 Total Funding Sources 78,000 78,000 2022 2023 2024 2025 2026 Total Equipment Internal Service Fund 78,000 78,000 Total Budget Impact/Other 78,000 78,000 94 Page 123 of 227 /ASPE/Y E IPMENT HELPING PEOPLE SUCCEED CORPORATE HEADQUARTERS: 9150 Pillsbury Avenue South, Bloomington, MN 55420-3686 - Phone: (952) 888-2525 • Fax: (952) 656-7159 • Website: www.aspenequipment.com City Of Shakopee -Public Cust Name: Works Quote Number: Quote Date: 9/30/2021 Contact: Scott Blom CITY OF SHAKOPEEPUBLIC WORKS-25-HEN-44258-14-22-v1 Phone: 612-437-2729 Fax: E-Mail: sblom@shakopeemn.gov Dealership: Contact: Aspen Equipment is pleased to offer the following quotation for your consideration Qty Part/Spec Number Description Installed 1 1.0 BXPRO Henderson Brine Xtreme Pro, 208/220v single phase $19,678.00 1400 Gallon, Continuous Flow Design 100 GPM @ 50TDH & SG 1.2/3HP 6000 GPH 10 GA 201 Stainless Steel Construction 4.67 cu yd Hopper 2" Water In -feed 1 Year Warranty 1 4.1 Cellular Gateway System $1,723.00 1 4.2 Manual cover $2,307.00 1 4.4 Automated Controls Integrated (Pro) $19,170.00 1 1.0 BXTFP3w/Trkoff Henderson Brine Xtreme Pro Mixing System, 208/220v Single Phase $19,751.00 100 GPM @ 50TDH & SG 1.2/3HP 6000 GPH 3 Valve System (Draws from or blends from 3 sources) 56.03" W x 66.41 " H x 27.64" 2" Water In -feed 1 Year Warranty 1 Henderson Products Product surcharge, 16 % $3,707.00 State Of Minnesota Contract # 174686 valid through 4-30-2022 Tax Note: Applicable sales tax and/or FET estimates will be confirmed and added to the final invoice Submitted by, Mark Lundeen 612-719-4414 • F.O.B.: Bloomington, MN (Unless otherwise specified) • Equipment Specifications subject to change • Quote valid for 30 days from date of quotation Quote Sub Total: $66,336.00 Estimated Sales Tax: $0.00 Total: $66,336.00 * Chassis modifications including, but not limited to alterations or relocation of components related to fuel tanks, air tanks, brakes, exhaust systems, battery boxes, protrusions above and below the frame rails, shortening or lengthening frame rails and the like will be added to the selling price. *"Mfg's Surcharges may be added to this quotation. Exhaust Systems: With the new EPA mandated diesel exhaust systems for 2007 and newer many changes are taking place. Manufacturers are often unable to depict accurately how the exhaust systems are configured and have difficulty stipulating whether certain components (I.e. PTOs and pumps) may fit in the confined spaces beneath the truck. 2007 EPA COMPLIANT DIESEL EXHAUST SYSTEMS CANNOT BE MODIFIED, RELOCATED OR REPLACED BY ASPEN EQUIPMENT. Due to evolving designs, Aspen Equipment can not maintain expertise on every chassis/engine/transmission/exhaust configuration possible, regardless of who orders or specifies it. Nor can Aspen Equipment guarantee that a chassis ordered today will not change in design prior to delivery from the factory. Therefore, Aspen Equipment does not warrant that quoted products can be installed on a chassis without modifications to the chassis or products installed. As such, Aspen Equipment will not be responsible for the cost of modifications due to exhaust systems conflicting with the installation of quoted products. Aspen Equipment will make every reasonable effort to ensure that installations are completed without additional charges to the customer. Page 124 of 227 1 of 1 *4.D.2. Shakopee City Council October 19, 2021 FROM: Ryan Halverson, Assistant City Engineer TO: Mayor and Council Members Subj ect: Fire Station #1 Parking Lot Rehabilitation Project BA-20-002 Policy/Action Requested: Adopt Resolution R2021-142, accepting work on the Fire Station #1 Parking Lot Rehabilitation Project, BA-20-002, and authorize final payment in the amount of $1,530.56. Recommendation: Adopt Resolution R2021-142. Discussion: On March 2, 2021, City Council accepted the quotations and awarded a contract for the Fire Station #1 Parking Lot Rehabilitation Project to Minnesota Roadways Co., of Shakopee, MN. All of the improvements have been constructed in accordance with the contract documents. Attached is the Certificate of Completion showing the original contract amount of $154,707.78 with actual fmal costs of $153,055.86. All required project documentation has been received and is compliant. The project will be closed out upon issuance of final payment to Minnesota Roadways Co., in the amount of $1,530.56. Budget Impact: The total final project amount is $156,841.28. This total amount includes the fmal construction cost of $153,055.86 and engineering/administration/legal costs amounting to $3,785.42. This project is funded by the Building Internal Service Fund. The following table provides a summary of the costs and funding comparing the estimated amounts based on bid award versus the final actual amounts. COSTS Estimated Amounts (Bid Award) Actual Amounts Page 125 of 227 Construction Contract $ 154,707.78 $ 153,055.86 Contingency $ 10,000.00 $ 0.00 Subtotal $ 164,707.78 $ 153,055.86 Eng/Ad/Legal $ 10,000.00 $ 3,785.42 Total Costs $ 174,707.78 $ 156,841.28 FUNDING Building Internal Service Fund $174,707.78 $156,841.28 Total Funding $174,707.78 $156,841.28 ATTACHMENTS: a Resolution R2021-142 o Certificate of Completion Page 126 of 227 RESOLUTION R2021-142 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA ACCEPTING WORK ON THE FIRE STATION #1 PARKING LOT CONCRETE PAVING, BA-20-002 WHEREAS, pursuant to a written contract signed with the City of Shakopee on March 2, 2021, Minnesota Roadways Co., has satisfactorily completed the Fire Station #1 Parking Lot Concrete Paving project in accordance with such contract. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA AS FOLLOWS: The work completed under said contract is hereby accepted and approved. BE IT FURTHER RESOLVED AS FOLLOWS: The City Clerk and Mayor are hereby directed to issue a proper order for the final payment on such contract in the amount of $1,530.56, taking the contractor's receipt in full. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 19th day of October 2021. Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 Mayor of the City of Shakopee ATTEST: City Clerk Page 127 of 227 CERTIFICATE OF COMPLETION CONTRACT NO(S): BA-20-002 DATE: October 8, 2021 PROJECT DESCRIPTION: Fire Station #1 Parking Lot Concrete Paving CONTRACTOR: Minnesota Roadways Co., 4370 Valley Industrial Blvd. S. Shakopee, MN 55379 ORIGINAL CONTRACT AMOUNT $ 154,707.78 QUANTITY CHANGE AMOUNT $ -0- CHANGE ORDER NO. THRU NO. AMOUNT $ -0- FINAL CONTRACT AMOUNT $ 153,055.86 LESS PREVIOUS PAYMENTS $ 151,525.30 FINAL PAYMENT $ 1,530.56 I, hereby certify that the above described work was inspected under my direct supervision and that, to the best of my belief and knowledge, I find that the same has been fully completed in all respects according to the contract, together with any modifications approved by City Council. I, therefore, recommend above specified final payment be made to the above named Contractor. Professional Engineer Page 128 of 227 *4.D.3. Shakopee City Council October 19, 2021 FROM: Ryan Halverson, Assistant City Engineer TO: Mayor and Council Members Subject: 2019 Sewer Service Lateral Pipe Rehabilitation and 2019 Cured -In -Place Sewer Pipe Lining Projects, SAN-19-003 and SAN-19-006. Policy/Action Requested: Adopt Resolution R2021-143, accepting work on the 2019 Sewer Service Lateral Pipe Rehabilitation and 2019 Cured -In -Place Sewer Pipe Lining Projects, SAN-19-003 and SAN-19-006, and authorize final payment in the amount of $94,241.97. Recommendation: Adopt Resolution R2021-143. Discussion: On March 5, 2019, City Council adopted Resolution R2019-029 accepting the bids and awarding the contract for the 2019 Sewer Service Lateral Pipe Rehabilitation and 2019 Cured -In -Place Sewer Pipe Lining Projects to Musson Bros, Inc., of Brookfield, WI. All of the improvements have been constructed in accordance with the contract documents. Attached is the Certificate of Completion showing the original contract amount of $607,338.25 with actual final costs of $579,046.00. All required project documentation has been received and is compliant. The project will be closed out upon issuance of final payment to Musson Bros, Inc., in the amount of $94,241.98. Budget Impact: The total final project amount is $662,953.28. This total amount includes the fmal construction cost of $579,046.00 and engineering/administration/legal costs amounting to $83,907.28. This project is funded by the Sanitary Sewer Fund. The following table provides a summary of the costs and funding comparing the estimated amounts based on bid award versus the fmal actual amounts. Page 129 of 227 COSTS Estimated Amounts (Contract Award) Actual Amounts Construction Contract $ 607,338.25 $ 579,046.00 Contingency $ 32,000.00 $ 0.00 Subtotal $ 639,338.25 $ 579,046.00 Eng/Ad/Legal $ 140,000.00 $ 83,907.28 Total Costs $ 779,338.25 $ 662,953.28 FUNDING Sanitary Sewer Fund $ 779,338.25 $ 662,953.28 Total Funding $ 779,338.25 $ 662,953.28 ATTACHMENTS: Resolution R2021-143 Certificate of Completion Page 130 of 227 RESOLUTION R2021-143 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA ACCEPTING WORK ON THE 2019 SEWER SERVICE LATERAL PIPE REHABILITATION AND 2019 CURED -IN -PLACE SEWER PIPE LINING PROJECTS, SAN-19-003 AND SAN-19-006 WHEREAS, pursuant to a written contract signed with the City of Shakopee on March 6, 2019, Musson Bros., Inc., has satisfactorily completed the 2019 Sewer Service Lateral Pipe Rehabilitation and 2019 Cured -In -Place Sewer Pipe Lining projects in accordance with such contract. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA AS FOLLOWS: The work completed under said contract is hereby accepted and approved. BE IT FURTHER RESOLVED AS FOLLOWS: The City Clerk and Mayor are hereby directed to issue a proper order for the final payment on such contract in the amount of $94,241.97, taking the contractor's receipt in full. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 19th day of October 2021. Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 Mayor of the City of Shakopee ATTEST: City Clerk Page 131 of 227 CERTIFICATE OF COMPLETION CONTRACT NO(S): SAN-19-003 & SAN-19-006 DATE: October 8, 2021 PROJECT DESCRIPTION: 2019 Sewer Service Lateral Pipe Rehabilitation and 2019 Cured -In -Place Pipe Lining CONTRACTOR: Musson Bros., Inc., 1522 Pearl Street Waukesha, WI 53186 ORIGINAL CONTRACT AMOUNT $ 607,338.25 QUANTITY CHANGE AMOUNT $ -0- CHANGE ORDER NO. THRU NO. AMOUNT $ -0- FINAL CONTRACT AMOUNT $ 579,046.00 LESS PREVIOUS PAYMENTS $ 484,804.03 FINAL PAYMENT $ 94,241.97 I, hereby certify that the above described work was inspected under my direct supervision and that, to the best of my belief and knowledge, I find that the same has been fully completed in all respects according to the contract, together with any modifications approved by City Council. I, therefore, recommend above specified final payment be made to the above named Contractor. Professional Engineer Page 132 of 227 *4.D.4. Shakopee City Council October 19, 2021 FROM: Adam Bentson, Graduate Engineer TO: Mayor and Council Members Subject: Quarry Lake Park Mountain Bike Trail Project Closeout Policy/Action Requested: Adopt Resolution R2021-147, accepting work for the Quarry Lake Park Mountain Bike Trail Project PR-21-006, and authorize final payment of $2,150.16. Recommendation: Adopt Resolution R2021-147. Discussion: On March 16, 2021, City Council awarded a contract for the Quarry Lake Park Mountain Bike Trail Project to Pathfinder Trail Building. All of the improvements have been constructed in accordance with the contract documents. Attached is the Certificate of Completion showing the original contract amount of $201,909.50 with actual fmal costs of $215,015.44. All required project documentation has been received and is compliant. The project will be closed out upon issuance of final payment to Pathfinder Trail Building in the amount of $2,150.16. Budget Impact: The total final project amount is $262,325.37. This total amount includes the fmal construction cost of $215,015.44, material procurement costs of $19,949.13, and engineering/administration/legal costs amounting to $27,360.80. This project is funded by the Park Development Fund. The following table provides a summary of the costs and funding comparing the estimated amount based on bid award versus the final actual amounts. COSTS Estimate Amounts Actual Amounts (Bid Award) Page 133 of 227 Construction Cost $201,909.50 $215,015.44 Contingency $20,000.00 $0.00 Material Procurement $34,105.00 $19,949.13 Subtotal $256,014.50 $234,964.57 Eng/Admin/Legal $25,000.00 $27,360.80 Total Project Cost $281,014.50 $262,325.37 FUNDING Park Development Fund $281,014.50 $262,325.37 Total Funding $281,014.50 $262,325.37 ATTACHMENTS: ▪ Resolution R2021-147 ▪ Certificate of Completion Page 134 of 227 RESOLUTION R2021-147 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA ACCEPTING WORK FOR THE QUARRY LAKE PARK MOUNTAIN BIKE TRAIL PROJECT PR-21-006 WHEREAS, pursuant to a written contract signed with the City of Shakopee on March 16, 2021, Pathfinder Trail Building LLC, has satisfactorily completed the Xcel Energy Mountain Bike Trail at Quarry Lake Park project in accordance with the project contract. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA AS FOLLOWS: The work completed under the project contract is hereby accepted and approved. BE IT FURTHER RESOLVED AS FOLLOWS: The City Clerk and Mayor are hereby directed to issue a proper order for the final payment on such contract in the amount of $2,150.16, taking the contractor's receipt in full. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 19th day of October 2021. Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 Mayor of the City of Shakopee ATTEST: City Clerk Page 135 of 227 CERTIFICATE OF COMPLETION CONTRACT NO: PR-21-006 DATE: October 8, 2021 PROJECT DESCRIPTION: Xcel Energy Mountain Bike Trail at Quarry Lake Park CONTRACTOR: Pathfinder Trail Building LLC 3516 Lexington Ave S Apt 2 Eagan, MN 55123 ORIGINAL CONTRACT AMOUNT $ 201,909.50 QUANTITY CHANGE AMOUNT $ -0- CHANGE ORDER NO. THRU NO. AMOUNT $ -0- FINAL CONTRACT AMOUNT $ 215,015.44 LESS PREVIOUS PAYMENTS $ 212,865.28 FINAL PAYMENT $ 2,150.16 I, hereby certify that the above described work was inspected under my direct supervision and that, to the best of my belief and knowledge, I find that the same has been fully completed in all respects according to the contract, together with any modifications approved by City Council. I, therefore, recommend above specified final payment be made to the above -named Contractor. Page 136 of 227 *4.D.5. Shakopee City Council October 19, 2021 FROM: Steve Lillehaug, City Engineer/Public Works Director TO: Mayor and Council Members Subject: MnDNR State Park Road Account Program Application. Policy/Action Requested: Adopt Resolution R2021-146, authorizing the City of Shakopee to submit an application to the Minnesota Department of Natural Resources State Park Road Account Program for Quarry Lake Park road project. Recommendation: Approve Resolution R2021-146. Discussion: The MN Department of Natural Resources has opened the State Park Road Account Program to to help local governments improve access to public recreation facilities. The city is applying to construct a road in Quarry Lake Park, which will replace the existing location of the current gravel park access road. The location is along the west side of Quarry Lake from approximately 160-ft south of the existing Quarry Lake Park parking lot access road, extending approximately 1350-ft south to the existing boat ramp location (see attached layout). The project will provide access to the boat ramp, to the proposed mountain bike trails and to the Shakopee Prior Lake Water Ski Association (SPLWSA) area. The project also includes ADA accessible parking spots and trail/sidewalk to each facility. The SPLWSA has an adaptive ski project, as well, so these improvements will greatly benefit those participants who generally have little to no existing ADA accommodations to these areas. The current park road is an old unimproved gravel path and is in extreme disrepair with substantial erosion issues, directly adjacent to and into the lake. The improvements will address these issues as well as provide for surface water mitigation. This project is a part of the city's 2021 - 2025 Capital Improvement Plan (PR-21-006) which is attached. Budget Impact: Page 137 of 227 The total project estimate for the Quarry Lake Park Improvement is $806,000. The city is requesting $345,000 for just the road portion of the project which is 100% funding. The remaining $464,000 is covered by the Park Development Fund, SPLSWA and possibly Xcel Energy (yet to be determined). ATTACHMENTS: ▪ Resolution R2021-146 o CIP - PR-21-006 Page 138 of 227 RESOLUTION R2021-146 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA AUTHORIZING THE CITY TO SUBMIT A 2021 STATE PARK ROAD ACCOUNT PROGRAM APPLICATION. WHEREAS, the City of Shakopee supports the application made to the MnDNR State Park Road Account Application. WHEREAS, the application is to obtain funding for constructing a city access road in Quarry Lake Park, and WHEREAS, the project is a part of the city's 2021-2025 Capital Improvement Plan for Quarry Park Improvements (PR-21-006) and WHEREAS, the City of Shakopee recognizes no match is required for the road portion of the project. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, if the City of Shakopee is awarded a grant by the MnDNR for the State Road Improvement Account Program, the City of Shakopee agrees to accept the award and may enter into an agreement with the MnDNR for the above referenced project. The City of Shakopee will comply with all applicable laws, requirements and regulations as stated in the grant agreement. Adopted in adjourned regular session of the City Council of the City of Shakopee, Minnesota held this 19th day of October 2021. Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 William Mars Mayor of the City of Shakopee ATTEST: Lori Hensen City Clerk Page 139 of 227 Capital Improvement Plan City of Shakopee, Minnesota 2021 thru 2025 Project # PR-21-006 Project Name Quarry Lake Park Improvements Accounting Code 6725 Fund Park Development Fund Description Department Park Development Fund Contact Director of Planning & Develo Type Neighborhood Park Useful Life 50 Category Park Improvements Priority 2 Important -Provide Efficienci Status Active Total Project Cost: 81,250,000 The Quarry Lake Plan has evolved to include a mountain bike trail system in cooperation with the Shakopee School System, water access features, roadway access improvements, ski club area improvements (dependent on the ski club) and outlet channel improvements. Plans are construction of the road and mountain bike trail in 2020. Justification The quarry site is natural resource site in the middle of the city's industrial park. The park is unique for the residents of Shakopee and connects to the MN Valley State Trail. The park development is working to gain support of Xcel Energy (use of 80 acres). Emerson Process Management has donated $100,000 towards general park development. It is also anticipated that the Water Ski Association will contribute funds or actual improvements for its area. Prior 350,000 Total Prior 350,000 Total Expenditures 2021 2022 2023 2024 2025 Total Planning/Design 0 100,000 50,000 150,000 Improvements 0 550,000 200,000 750,000 Total Funding Sources 0 650,000 250,000 900,000 2021 2022 2023 2024 2025 Total Grants Park Development Fund 100,000 100,000 0 650,000 150,000 800,000 Total Budget Impact/Other 0 650,000 250,000 900,000 Operating costs would be dependent upon the scope of the development. 22 Page 140 of 227 Capital Improvement Plan City of Shakopee, Minnesota 2021 thru 2025 Project # PR-21-006 Project Name Quarry Lake Park Improvements YRYI l RELOCATED HELICOPTER AND FLAYS MONUMENT FROM MEMORIAL BARK OBSTACLE COURSE / PLAY FEA-RJRE WATER SKI CLUB IMFRDUEMEM1TU 46.7 YO ,1101111±111�((11800 Fir Ylrrf��r� » r ��ie�. NI HONED PICNIC. AREA. 'MTH SHELTER FIUHINO PIER ��u EC:ARDAIRLK.WAIL THROUGH 'WETLAND AREA FUTURE TRN L CONNECTOR fM! rpm 401 ,I Department Park Development Fund Contact Director of Planning & Develo toolltoMMIM IIII»rflM Hlr> Itt(Ptr TERIAL 23 Page 141 of 227 *4.D.6. Shakopee City Council October 19, 2021 FROM: Keith Raines, Public Works Supervisor TO: Mayor and Council Members Subject: 2021-22 Snow Removal Routes for Sidewalk and Trails. Policy/Action Requested: Approve the 2021-22 sidewalk and trail snow removal routes. Recommendation: Approval of the action requested. Discussion: In accordance with City Code 90.04, after snow has ceased to be deposited, snow removal on public sidewalks must be completed within 24 hours on commercial property and within 36 hours on property zoned other than commercial. As per City Council direction on December 6, 1994, the Public Works Department shall maintain snow removal on all sidewalks and trails that abut collector streets and county roadways. Property owners are required to remove snow on all other sidewalks and trails along "local" streets. Per city policy, plowing by the city is not required unless there is an accumulation of 2" or more. The city has a total of 170.2 miles of sidewalks and trails. Last season through the winter of 2020-21 the city plowed 88.6 miles. An additional 1.9 miles are recommended to be added as follows: • CH 17/Marschall Road (trail on the west side of CH 17 from Woodduck Trail to CH 42/29th Avenue) • CH 16 (trail on north side of CH 16 from CH 21 to Pike Lake Road) • Red Oak Trail (new segment of trail from Southbridge Parkway by the dog park to the Red Oak School trail) • Astoria Drive (sidewalk on the north side of Astoria Drive from Zumbro Avenue to Windermere Way) • Lusitano Street (sidewalk on the north/east side of Lusitano Street from 17th Avenue Page 142 of 227 to Marystown Road) The total length of sidewalks and trails to be plowed during the winter of 2021-22 is 90.5 miles (see attached 2021-22 Sidewalk and Trail Snow Plowing Map). Budget Impact: Funding is included in the current operating budgets for 2021 and 2022 ATTACHMENTS: 2021-22 Sidewalk/Trail Snow Plowing Map Page 143 of 227 • CO co co co rr r- r- co co co W 7 *4.D.7. Shakopee City Council October 19, 2021 FROM: Micah Heckman, Project Engineer TO: Mayor and Council Members Subject: Declare Costs to be Assessed and Establish a Public Hearing for the 2021 Alley Reconstruction Project CIF-20-009. Policy/Action Requested: Adopt Resolution R2021-149 declaring costs to be assessed, ordering the preparation of proposed assessments and setting a public hearing for the 2021 Alley Reconstruction Project CIF-20-009. Recommendation: Adopt Resolution R2021-149. Discussion: On March 16, 2021, City Council adopted Resolution R2021-030, approving the plans and specifications and ordering the advertisement for bids for the 2021 Alley Reconstruction Project CIF-20-009. On May 4, 2021, City Council adopted Resolution R2021-074, accepting the bids and awarding the contract for the project. The improvements have been constructed and are now complete. The contract construction costs are $131,834.03, contingency costs are $22,561.14, and engineering/administration/legal costs are $21,540.72 resulting in a final total project cost amount of $175,935.89. The attached resolution declares total project costs, the final project funding amounts, and the total cost to be assessed. The fmal assessment amounts are based on the benefiting property areas. These are calculated using fmal construction costs in accordance with the City of Shakopee Assessment Policy. Budget Impact: The total final project amount is $175,935.89. Project funding sources include the Storm Drainage Fund and special assessments to the benefiting properties. The following table Page 145 of 227 provides a summary of the costs and funding comparing the estimated amounts based on bid award versus the final actual amounts. COSTS Construction Cost Contingency Subtotal Eng/Admin/Legal Total Costs FUNDING Special Assessments Storm Drainage Fund Total Funding Estimated Amounts (Bid Award) $13 8,143.00 $14,000.00 $152,143.00 $19,000.00 $171,143.00 $51,342.90 $119,800.10 $171,143.00 Actual Amounts $131,834.03 $22,561.14 $154,395.17 $21,540.72 $175,935.89 $52,780.77 $123,155.12 $175,935.89 Of special note, following approval of the plans and authorizing bidding, the council directed to include street lighting improvements as part of the project. The replacement of one existing street light and the installation of a new second light in the west alley were subsequently completed. The street light work was not originally included in the project scope and was a primary factor resulting in the overbudget amount. ATTACHMENTS: a Resolution R2021-149 Page 146 of 227 RESOLUTION R2021-149 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA DECLARING THE COSTS TO BE ASSESSED AND ORDERING THE PREPARATION OF PROPOSED ASSESSMENTS FOR THE 2021 ALLEY RECONSTRUCTION PROJECT CIF-20-009 WHEREAS, a contract has been let for the construction of the 2021 Alley Reconstruction Project as described in the preliminary engineering report with the contract price for such improvements of $142,000.00; the final contract price for such improvement is $131,834.03; and total final project costs are $175,935.89, of which $123,155.12 is funded out of the Storm Drainage Fund. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA AS FOLLOWS: 1. The cost of such improvement to be specially assessed is hereby declared to be $52,780.77. 2. The City Clerk, with the assistance of the City Engineer, shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by law, and keep a copy of such proposed assessment in her office for public inspection. 3. That the City Clerk shall, upon the completion of such proposed assessment, notify the City Council thereof. BE IT FURTHER RESOLVED: 1. That a hearing shall be held on the 16th day of November 2021, in the Council Chambers of City Hall at 7:00 P.M. or thereafter, to pass upon such proposed assessments and at such time and place all persons owning property affected by such improvements and proposed assessments will be given an opportunity to be heard with reference to such assessment. 2. That the City Clerk is hereby directed to cause a notice of the hearing on the proposed assessment to be published once in the official newspaper of the City of Shakopee at least two weeks prior to the hearing and she shall state in the notice the total cost of the improvements. She also shall cause mailed notice of such hearing to be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearing. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 19th day of October 2021. Mayor of the City of Shakopee ATTEST: Page 147 of 227 Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 City Clerk Page 148 of 227 *4.D.8. Shakopee City Council October 19, 2021 FROM: Steve Lillehaug, City Engineer/Public Works Director TO: Mayor and Council Members Subject: Acceptance of a Toro Annual Product Donation. Policy/Action Requested: Adopt Resolution R2021- 150, accepting a Toro Annual Product Donation. Recommendation: Approve Resolution R2021-150. Discussion: At the April 6, 2021 Shakopee City Council meeting, Council approved applying for the Toro Annual Product Donation Program. The city applied for a Toro Spray Master Max XL and attachments: Foam Marker Kit; 30 Gallon Auxiliary Tank; 7 Gallon Auxiliary Tank and 5.7 Gallon Auxiliary Tank. The cost of said equipment is approximately $20,000. The 2022 Capital Improvement Plan includes this new equipment purchase item (see attached summary sheet (EQUIP-22-465)). The city was notified the application was approved, and the equipment will be delivered by the end of October 2021. Budget Impact: The grant amount will cover the full purchase amount and eliminate that expenditure from the Equipment Internal Service Fund. ATTACHMENTS: ▪ Resolution R2021-150 o EQUIP-22-465 Page 149 of 227 RESOLUTION R2021-150 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA ACCEPTING AN EQUIPMENT DONATION FROM THE 2021 TORO ANNUAL PRODUCT DONATION PROGRAM WHEREAS, the City of Shakopee applied to the 2021 TORO Annual Product Donation Program, and WHEREAS, the application requested a donation for a Toro Spray Master Max XL and attachments: Foam Marker Kit; 30 Gallon Auxiliary Tank; 7 Gallon Auxiliary Tank and 5.7 Gallon Auxiliary Tank, and WHEREAS, the City of Shakopee was awarded the requested Toro equipment. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CIOF SHAKOPEE, MINNESOTA, the City of Shakopee was awarded an equipment donation by the TORO Annual Product Donation Program. The City of Shakopee agrees to accept the donation. The City of Shakopee will comply with all applicable laws, requirements and regulations for receiving said donation. Adopted in adjourned regular session of the City Council of the City of Shakopee, Minnesota held this 19th day of October, 2021. Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 William Mars Mayor of the City of Shakopee ATTEST: Lori Hensen City Clerk Page 150 of 227 Capital Improvement Plan City of Shakopee, Minnesota 2022 thru 2026 Project # Equip-22-465 Project Name Public Works Park: Sprayer Spreader Type Equipment Useful Life 10 Category Public Works Accounting Code 7800.1740 100046 Fund Capital Equipment Internal Sery Description Department Equipment Internal Serv. Fund Contact Public Works Superintendent Priority 2 Important -Provide Efficiencies/ Status Active Total Project Cost: $16,000 Purchase new sprayer/spreader for parks, streetscapes, and athletic fields. Justification Sprayer/spreader will improve employee operator safety, use less product, and save application time. Use and development has recently prioritized streetscaping work. The current tractor and sprayer is too big to get into small areas (navigating among trees, buildings, playgrounds, parking lots, etc.). The operators can only get in these areas by walking and applying the product manually. A good example is pushing a fertilizer spreader or pulling a hose around to apply herbicide/chemical. Last year, the department had the opportunity to demo the Toro Spray Master. and the operators only had good things to say about the machine. The operators saved time because they did not have to walk and pull hoses while spraying weeds. In addition, the estimated savings was 10 gallons (1,280 ounces) of the chemical Strike 3. The Toro Spray Master Max XL would be a great piece of equipment for the City of Shakopee. The machine would save time, be environmentally conscious and most importantly keep operators safer. The city applied for a grant to help with funding for this equipment; a decision is expected in fall 2021. Expenditures 2022 2023 2024 2025 2026 Total Equip/Vehicles/Furnishings 16,000 16,000 Funding Sources Total 16,000 16,000 2022 2023 2024 2025 2026 Total Equipment Internal Service 16,000 16,000 Fund Total 16,000 16,000 Budget Impact/Other 96 Page 151 of 227 *4.D.9. Shakopee City Council October 19, 2021 FROM: Micah Heckman, Project Engineer TO: Mayor and Council Members Subject: Extended Construction Hours for the Windermere South 5th Addition Development. Policy/Action Requested: Approve suspension of City Code Sec. 130.45, Noise Elimination and Noise Prevention, Subd. C.4, Hourly Restrictions on Certain Operations, allowing Windermere South 5th Addition project contractor, Northwest Asphalt and their subcontractors, to perform work from 8 a.m. to 9 p.m. on Saturdays through the end of December 2021. Recommendation: Approve the requested action. Discussion: City Code Section 130.45 restricts the hours of construction operation from 7 a.m. to 10 p.m. on weekdays, and 9 a.m. to 9 p.m. on weekends and holidays. Contractors working on the Windermere South 5th Addition development project have requested the city to extend working hours to begin work at 8 a.m. on Saturday mornings through the end of December 2021. This extension will help meet the project deadlines. The impacts from the earlier generated noise is not anticipated to be a substantial nuisance in this area of the city for the prescribed times. If property owner complaints are received by the City, the ordinance suspension can be revoked at the discretion of the City Engineer. With Council's approval, a public news release and notice to meet the City Code requirements would be placed in the Shakopee Valley News and on the City's website. Budget Impact: None. Page 152 of 227 ATTACHMENTS: o DRH request for extended construction hours Page 153 of 227 October 11, 2021 Micah Heckman City of Shakopee 480 Gorman Street Shakopee, MN 55379 Re: Windermere South 5th Addition Working Hours Dear Mr. Halverson: DR Horton hereby requests an extension to the allowed working hours for development activities in Windermere. We request that the Saturday start hour be 8:00 for Windermere South 5th. The current start time is 9:00 am on Saturdays. At this time, we do not plan to work every Saturday but when the needs arises due to weather, time constraints, ext. we will need the option. This extension would only apply to site development work performed by Northwest Asphalt and their subcontractors. The project site is located on the outer edge of the City with minimal neighboring homes. Efforts will be made to work away from the existing homes during the extended hours We appreciate the City's consideration in allowing extended hours of operation. Respectfully, Mike Suel DR Horton Inc.- Minnesota Page 154 of 227 7.A. Shakopee City Council October 19, 2021 FROM: Mark Noble, Senior Planner TO: Mayor and Council Members Subject: Vacation of public drainage and utility easements as dedicated within Outlot C, Summerland Place First Addition for future development. Policy/Action Requested: Adopt Resolution No. R2021-144 for the vacation of public drainage and utility easements as dedicated within Outlot C, Summerland Place First Addition. Recommendation: On Thursday, October 7th, the Planning Commission reviewed this request and by a 5-0 vote, recommended approval. Discussion: Gene Hauer Farms, LP, property owner, and Lennar Multifamily Communities, LLC, applicant, are requesting that the Planning Commission forward to the City Council a recommendation approving the vacation of public drainage and utility easements as dedicated within Outlot C, Summerland Place First Addition. Lennar Multifamily Communities, LLC is in the initial phases of having this parcel developed, and before they can submit for Plat approval, they are requesting the Vacation of the blanket easement over Outlot C, Summerland Place First Addition. City departments and other outside agencies were given the opportunity to review and provide comments regarding this application. Scott County, SPUC and City Engineering & Planning staff support the request, provided that a title search is conducted to confirm other interest from utility holders in any existing/underlying easements on the property and that new 10-foot drainage and utility easements be dedicated along those sections of Tyrone Drive and 17th Avenue East adjacent to Outlot C, Summerland Place First Addition. Budget Impact: Page 155 of 227 N/A ATTACHMENTS: a Resolution No. R2021-144 a Site Aerial a Alta Survey Page 156 of 227 RESOLUTION NO. R2021-144 A RESOLUTION APPROVING THE VACATION OF CERTAIN PUBLIC DRAINAGE AND UTILITY EASEMENTS LOCATED WITHIN OUTLOT C, SUMMERLAND PLACE FIRST ADDITION WHEREAS, Gene Hauer Farms, LP, property owner, and Lennar Multifamily Communities, LLC, applicant, have made application proposing the vacation of public drainage and utility easements as dedicated within Outlot C, Summerland Place First Addition; and WHEREAS, it has been presented to the Shakopee City Council that certain public drainage and utility easements as dedicated within Outlot C, Summerland Place First Addition, are no longer of public use or interest; and WHEREAS, the Shakopee Planning Commission considered the request at its meeting of October 7, 2021, and unanimously recommended approval to the City Council; and WHEREAS, a public hearing to consider the action to vacate the public drainage & utility easements was held in the Council Chambers of the City Hall in the City of Shakopee at 7:00 P.M. on the 19th day of October, 2021; and WHEREAS, the proposed vacation is described as: public drainage and utility easement lying over, under and across Outlot C, Summerland Place First Addition as depicted on the attached ALTA/NSPS Land Title Survey; and WHEREAS, ten days published notice was provided by publication of the notice in the SHAKOPEE VALLEY NEWS and posted notice was provided by posting such notice on the bulletin board in the Shakopee City Hall. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, that it finds and determines that the vacation of public drainage & utility easements as identified above is in the public interest, provided the following conditions are met: 1. A title search shall be conducted to confirm other interest from utility holders in any existing/underlying easements on the property. 2. Dedicate new 10-foot drainage and utility easements along those sections of Tyrone Drive and 176 Avenue East that are adjacent to Outlot C, Summerland Place First Addition. After the adoption of the Resolution, the City Clerk shall file certified copies hereof with the County Auditor and County Recorder of Scott County. Page 157 of 227 Adopted in session of the City Council of the City of Shakopee, Minnesota, held the day of , 2021. 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Shakopee City Council October 19, 2021 FROM: Nathan Reinhardt, Finance Director TO: Mayor and Council Members Subject: Assessment hearing on delinquent garbage/refuse bills from Republic Services, Res. No. R2021-152. Policy/Action Requested: Adopt Resolution No. R2021-152, certifying assessments for delinquent refuse bills. Recommendation: Approval Discussion: Council is asked to approve Resolution No. R2021-152 to assess property owners on taxes payable 2022 for unpaid refuse and recycling services from Republic Services, the city's designated garbage hauler. In a previous action, the City Council authorized city participation in the collection of delinquent garbage accounts in the city's designated "organized" collection area. By doing this, it eliminated the need to stop service to the accounts, which could lead to a higher incidence of illegal dumping. Republic Services provided the City with a list of delinquent accounts on September 1, 2021 of which there were 320 property owners with unpaid garbage/refuse bills for a total an amount due of $42.127.98. Attached is a list of delinquent property owners who have unpaid garbage/refuse bills as of October 13, 2021, which there were 240 property owners with unpaid garbage/refuse bills for a total amount of $33,891.03. An updated list of property owners to be assessed will be on provided on Tuesday evening; this is to allow property owners to make final payments until Tuesday, October 19, 2021. Page 162 of 227 The list, which will accommodate Resolution No. R2021-152, includes an administrative charge of $25.00 to cover the City's cost. Charges will be added to the delinquent bills once the assessments are adopted by Council. Budget Impact: The $25.00 delinquent charge would be revenue to cover the administrative costs; therefore, there is no impact on the budget. ATTACHMENTS: • Resolution No. R2021-152 o Delinquent Refuse Bills - Presentation • Revised Refuse List Page 163 of 227 RESOLUTION NO. R2021-152 A Resolution Ordering Certification of Unpaid Refuse Bills for Collection with Payable 2022 Property Taxes WHEREAS, pursuant to proper notice duly given as required by law, the City Council of the City of Shakopee met and heard and passed upon all objections to the proposed assessments of: Delinquent Refuse Bills NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA: 1. That such proposed assessment together with any amendments thereof, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named herein and each tract therein included is hereby found to be delinquent. 2. That there will be added to the delinquent amount a $25.00 fee if the delinquent amount is not paid to City of Shakopee on or before October 19, 2021. 3. Such assessments shall be payable in one installment, payable on or before the first Monday in January 2022, and shall bear interest at the rate of 6 percent per annum from the date of the adoption of this assessment resolution. To the one installment shall be added the interest on the entire assessment from the date of this resolution until December 31, 2021. 4. The owner of any property so assessed may, at any time prior to November 19, 2021, pay the whole of the assessment on such property without interest to the City of Shakopee Finance Department. 5. The owner may thereafter January 2021 pay to the County Treasurer the installment and interest in process of collection on the current tax list. 6. The Clerk shall file the assessment rolls pertaining to this assessment in her office and shall certify to the County Auditor the total amount of the installment on each parcel of land for collection with next year's taxes. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of , 2021. ATTEST: City Clerk Mayor of the City of Shakopee Page 164 of 227 T- • Page 165 of 227 Delinquent Garb EE LflLfl46-J E o 4- ti") u c .--- ro CI) Li) Li) c u 0_ 0 0 0_ v) 0 _c 4-0 — Ln -0 48 70 (10 C (13 0 rflL) w 0 cu 4-0 E 0 1 0 0 1 rr c Cr) CU -0 _an CU 4—, an, 0 LP 4-0 u 00 -0 Page 166 of 227 w L) _0 0 0 4-0 0 E Mi 0 rt w_rs E 0 All ;n rn 0 L 0 rn N rn # of Properties Page 167 of 227 Q 4J 0 educed to 24C MOM 0 -' Q X C C (13 O (13 0 c " 011 C 0 0 CL X 71) 41) 0- C 72, -c U CU (73 L) 1) MOM 0 rn O N M d1 M N (Ni M O a © < Page 168 of 227 c 111.=.1 ro a) +.3 a) v.E ) v-) v.) a) ou) (13 111 111111111111111 costs asso 111111111111111111111 0 ;1 CL 0 CU 0 z 4-- 0 CU r0 Lfl Assessments 0 E 0 11111111 11111111 nquent refuse bil Page 169 of 227 0 NI 0 0 0 mom Page 170 of 227 PID CUSTOMER ADDRESS Ending Balance Balance with $25 fee 270012390 270012960 270014080 270014740 270015180 270015190 270015280 270015351 270015480 270015510 270015560 270015920 270016110 270016870 270017290 270017970 270018120 270018190 270020320 270020330 270020480 270040330 270040350 270040741 270040900 270041020 270041360 270041660 270070070 270080130 270080330 270080710 270080730 270090010 270100100 270100220 270130090 270150040 270210100 270210130 270210460 270210550 270240330 270240400 270290200 113 3RD AVE E 845 4TH AVE W 225 5TH AVE E 935 5TH AVE W 537 6TH AVE W 529 6TH AVE W 538 5TH AVE W 422 5TH AVE W 219 6TH AVE W 203 6TH AVE W 238 5TH AVE W 635 SOMMERVILLE ST S 616 SOMMERVILLE ST S 714 6TH AVE W 212 7TH AVE W 835 HOLMES ST S 812 HOLMES ST S 210 8TH AVE W 911 LEWIS ST S 210 SHAKOPEE AVE E 917 SOMMERVILLE ST S 606 3RD AVE E 713 4TH AVE E 825 4TH AVE E 913 3RD AVE E 922 1ST AVE E 336 NAUMKEAG ST 1202 2ND AVE E 743 SHUMWAY ST 633 MARKET ST 833 MARKET ST 921 SHAKOPEE AVE E 857 DAKOTA ST S 729 DAKOTA ST S 539 7TH AVE E 541 6TH AVE E 729 10TH AVE E 1305 6TH AVE W 1030 SHUMWAY ST 1007 PIERCE ST 907 PIERCE ST S 730 PIERCE ST S 1039 MONROE ST S 1048 MONROE ST 1006 VAN BUREN ST S $ 230.53 $ 254.76 $ 138.59 $ 174.52 $ 287.09 $ 332.76 $ 258.84 $ 87.76 $ 254.76 $ 238.55 $ 103.35 $ 471.76 $ 162.83 $ 59.14 $ 356.63 $ 140.84 $ 54.57 $ 230.53 $ 54.57 $ 278.63 $ 332.76 $ 254.76 $ 142.57 $ 92.73 $ 54.62 $ 68.80 $ 236.57 $ 59.57 $ 58.44 $ 332.76 $ 73.39 $ 278.63 $ 33.75 $ 260.83 $ 254.76 $ 74.62 $ 64.57 $ 60.59 $ 60.59 $ 278.63 $ 64.57 $ 256.63 $ 138.59 $ 278.63 $ 60.59 $ 255.53 $ 279.76 $ 163.59 $ 199.52 $ 312.09 $ 357.76 $ 283.84 $ 112.76 $ 279.76 $ 263.55 $ 128.35 $ 496.76 $ 187.83 $ 84.14 $ 381.63 $ 165.84 $ 79.57 $ 255.53 $ 79.57 $ 303.63 $ 357.76 $ 279.76 $ 167.57 $ 117.73 $ 79.62 $ 93.80 $ 261.57 $ 84.57 $ 83.44 $ 357.76 $ 98.39 $ 303.63 $ 58.75 $ 285.83 $ 279.76 $ 99.62 $ 89.57 $ 85.59 $ 85.59 $ 303.63 $ 89.57 $ 281.63 $ 163.59 $ 303.63 $ 85.59 Page 171 of 227 PID Ending Balance CUSTOMER ADDRESS Balance with $25 fee 270310060 970 SWIFT ST S $ 100.67 $ 125.67 270340050 1042 SIBLEY ST S $ 278.63 $ 303.63 270340080 1005 SIBLEY ST S $ 60.59 $ 85.59 270370010 1005 TYLER ST S $ 124.76 $ 149.76 270380010 1107 TYLER ST S $ 60.59 $ 85.59 270400160 1176 JACKSON ST $ 54.57 $ 79.57 270460030 2205 PARK RIDGE DR $ 54.57 $ 79.57 270520440 1885 SHAKOPEE AVE E $ 60.59 $ 85.59 270630280 1948 12TH AVE W $ 278.63 $ 303.63 270740180 1767 PRESIDENTIAL LN $ 65.59 $ 90.59 270820060 1641 HILLSIDE DR $ 64.58 $ 89.58 270830470 1190 MENKE CIR $ 56.18 $ 81.18 270840332 1222 POLK ST S $ 84.81 $ 109.81 270840410 1930 13TH AVE W $ 164.42 $ 189.42 270920020 1015 EASTVIEW CIR $ 32.42 $ 57.42 270920061 1035 EASTVIEW CIR $ 368.24 $ 393.24 270920231 843 PRAIRIE ST S $ 57.83 $ 82.83 270920381 1071 EASTVIEW CIR $ 77.80 $ 102.80 270920421 1091 EASTVIEW CIR $ 59.00 $ 84.00 271080010 1522 10TH AVE E $ 108.51 $ 133.51 271130060 2065 13TH AVE W $ 54.57 $ 79.57 271140030 1113 AUSTIN CT $ 167.73 $ 192.73 271150030 1008 3RD AVE E $ 64.57 $ 89.57 271250040 922 DAKOTA ST S $ 340.80 $ 365.80 271330420 1188 MURPHY CT $ 54.57 $ 79.57 271330520 2122 HERITAGE DR $ 254.76 $ 279.76 271330590 1940 HERITAGE DR $ 109.14 $ 134.14 271330600 1926 MURPHY AVE $ 220.16 $ 245.16 271330670 2104 MURPHY AVE $ 132.57 $ 157.57 271380160 1126 PRAIRIE CT S $ 60.59 $ 85.59 271450270 1816 GRANITE DR $ 54.57 $ 79.57 271450400 1817 GRANITE DR $ 54.57 $ 79.57 271470020 1301 PONDVIEW CT $ 60.59 $ 85.59 271500220 1136 CLOVER CT S $ 230.53 $ 255.53 271500420 404 MINT C I R $ 60.35 $ 85.35 271580100 994 11TH AVE E $ 384.69 $ 409.69 271580210 1136 NAUMKEAG ST S $ 70.59 $ 95.59 271630151 1494 ROUNDHOUSE CIR $ 54.57 $ 79.57 271650170 676 BARRINGTON DR E $ 171.35 $ 196.35 271660090 1173 SHAWMUT ST $ 138.59 $ 163.59 271680030 1176 POLK ST S $ 68.24 $ 93.24 271680040 1168 POLK ST S $ 132.57 $ 157.57 271690040 997 ASTER LN $ 278.63 $ 303.63 271690370 1073 PRIMROSE LN $ 54.57 $ 79.57 271730120 773 LUPINE CT $ 123.05 $ 148.05 Page 172 of 227 PID Ending Balance CUSTOMER ADDRESS Balance with $25 fee 271770260 1257 SWIFT C I R $ 61.18 $ 86.18 271800180 1658 THISTLE LN $ 133.05 $ 158.05 271880060 1697 13TH AVE W $ 102.29 $ 127.29 271890040 655 5TH AVE E $ 466.76 $ 491.76 271910540 1887GREENWAYAVE $ 60.59 $ 85.59 271920480 304 ALEXANDER CT $ 70.84 $ 95.84 271960140 110 MOUND ST $ 332.76 $ 357.76 271970080 1282 JEFFERSON ST S $ 53.20 $ 78.20 272030130 247 BLUESTEM AVE $ 54.57 $ 79.57 272040210 492 ORCHARD PKWY W $ 306.69 $ 331.69 272070380 264 HICKORY LN E $ 332.76 $ 357.76 272070530 177 HICKORY LN $ 399.80 $ 424.80 272080420 2016 EASTWAY AVE $ 60.59 $ 85.59 272090140 695 MONNENS AVE $ 132.57 $ 157.57 272090350 734 MONNENS AVE $ 54.57 $ 79.57 272090380 604 MONNENS AVE $ 65.59 $ 90.59 272090420 504 MONNENS AVE $ 121.18 $ 146.18 272100071 218 APPLEBLOSSOM LN $ 95.84 $ 120.84 272100111 104 APPLEBLOSSOM LN $ 54.57 $ 79.57 272100171 197 APPLEBLOSSOM LN $ 54.57 $ 79.57 272180010 1954 FARIBAULT ST $ 123.05 $ 148.05 272200120 352 ORCHARD PKWY W $ 77.05 $ 102.05 272220010 1804 FRENCH TRACE AVE $ 308.53 $ 333.53 272300070 1135 APGAR ST S $ 65.59 $ 90.59 272300370 484 HENNES AVE $ 78.67 $ 103.67 272300380 488 HENNES AVE $ 37.68 $ 62.68 272380060 2077 ANTON WAY $ 142.57 $ 167.57 272380150 2011 SAINT FRANCIS AVE $ 54.57 $ 79.57 272440240 634 MCINTOSH CT $ 254.76 $ 279.76 272440250 644 MCINTOSH CT $ 166.33 $ 191.33 272500290 7204 BERKSHIRE LN $ 84.16 $ 109.16 272500550 6670 ASHTON CIR $ 350.93 $ 375.93 272581220 1174 HAVENVIEW DR $ 236.62 $ 261.62 272630130 1843 QUAIL DR $ 52.20 $ 77.20 272660110 1529 MCINTOSH CIR $ 54.57 $ 79.57 272660260 1546 MCINTOSH CIR $ 379.28 $ 404.28 272660340 1547 HARVEST LN $ 202.20 $ 227.20 272670030 569 5TH AVE E $ 255.43 $ 280.43 272690220 1475 ASHBOURNE CIR $ 262.43 $ 287.43 272800230 1964 HAZEN ST $ 262.69 $ 287.69 272810010 6611 DANBURY CURV $ 60.59 $ 85.59 272840060 1591 COVENTRY LN $ 127.32 $ 152.32 272840480 7342 WHITEHALL RD $ 114.14 $ 139.14 272840590 1594 COVENTRY LN $ 54.57 $ 79.57 272930030 1563 HARVEST LN $ 268.81 $ 293.81 Page 173 of 227 PID CUSTOMER ADDRESS Ending Balance Balance with $25 fee 272940200 272960130 272960410 272970090 273030150 273030430 273050140 273050150 273050360 273080030 273100330 273120300 273120310 273150200 273190360 273190520 273210090 273220160 273280010 273291050 273371010 273410090 273430160 273431370 273431450 273431480 273431580 273431740 273431840 273431850 273431860 273432400 273460030 273480180 273490170 273490210 273580110 273590150 273591300 273620440 273620700 273621040 1897 ROCHELLE CURV 6898 TURNBRIDGE CIR 6855 CAMBRIDGE RD 2321 PONDS WAY 2342 PONDS WAY 2409 PONDS WAY 6821 FALMOUTH CURV 6845 FALMOUTH CURV 6774 FALMOUTH CURV 1505 SUSSEX CT 2457 THRUSH ST 6205 OXFORD RD S 6108 OXFORD RD S 7007 GREENBRIAR CURV 2118 WILLIAMS ST 2122 CARDINAL DR 1891 CARDINAL DR 1807 EVERGREEN LN 2099 PONDS WAY 872 NEWPORTAVE 689 COBBLESTONE WAY 570 WASHINGTON CT 2010 ORMOND DR 2102 OMEGA DR 2912 MOLINA ST 2960 MOLINA ST 3120 MOLINA ST 2120 STAGHORN DR 3005 MOLINA ST 2989 MOLINA ST 2973 MOLINA ST 2967 CLARY CT 1977 WILHELM CT 805 REGENT DR 1886 OMEGA DR 2807 THRUSH ST 1852 WYNDAM DR 845 JACK RUSSELL AVE 1816 WESTCHESTER LN 2337 WILDWOOD DR 8996 WHISPERING OAKS TRL 8805 WHISPERING OAKSTRL 273621180 8816 WHISPERING OAKS ALCOVE $ 273640020 1219 4TH AVE W $ 273660320 1862 PENSTEMON LN $ 59.57 59.57 54.57 60.59 152.59 60.59 214.76 25.18 70.59 182.83 143.59 70.59 54.57 54.57 101.88 254.76 65.95 64.57 221.45 54.57 177.20 65.59 247.68 70.59 114.14 121.18 64.57 133.05 379.74 54.57 54.57 148.59 58.44 230.42 393.76 221.45 146.69 59.57 138.59 60.59 192.14 548.29 132.57 143.05 38.41 $ 84.57 $ 84.57 $ 79.57 $ 85.59 $ 177.59 $ 85.59 $ 239.76 $ 50.18 $ 95.59 $ 207.83 $ 168.59 $ 95.59 $ 79.57 $ 79.57 $ 126.88 $ 279.76 $ 90.95 $ 89.57 $ 246.45 $ 79.57 $ 202.20 $ 90.59 $ 272.68 $ 95.59 $ 139.14 $ 146.18 $ 89.57 $ 158.05 $ 404.74 $ 79.57 $ 79.57 $ 173.59 $ 83.44 $ 255.42 $ 418.76 $ 246.45 $ 171.69 $ 84.57 $ 163.59 $ 85.59 $ 217.14 $ 573.29 $ 157.57 $ 168.05 $ 63.41 Page 174 of 227 PID Ending Balance CUSTOMER ADDRESS Balance with $25 fee 273660510 1853 PENSTEMON LN $ 78.00 $ 103.00 273721020 4024 BLAKEWOOD DR $ 11.37 $ 36.37 273760410 2132 SANDHILL DR $ 173.25 $ 198.25 273780070 1826 SWITCHGRASS LN $ 78.00 $ 103.00 273800160 2058 VALLEY CREEK LN $ 138.59 $ 163.59 273900520 1745 LUSITANO ST $ 54.57 $ 79.57 273900940 1768 GOTLAND LN $ 89.73 $ 114.73 273902280 233 DONGOLA LN $ 278.63 $ 303.63 273902460 264 ARDENNES AVE W $ 54.57 $ 79.57 273903240 106 ARABIAN AVE W $ 96.97 $ 121.97 273903560 1642 TARPAN ST $ 65.59 $ 90.59 273903670 212 POTTOK LN $ 124.14 $ 149.14 273904020 161 POTTOK LN $ 64.57 $ 89.57 273904260 1673 NORDLAND ST $ 48.44 $ 73.44 273940220 3940 MOLINA ST $ 60.59 $ 85.59 273940230 3900 MOLINA ST $ 60.59 $ 85.59 273950320 8650 MORAINE DR $ 59.55 $ 84.55 274210020 1353 RIDGE LN $ 54.57 $ 79.57 274210060 1367 RIDGE LN $ 138.59 $ 163.59 274270270 8008 SPRING LAKE DR $ 59.57 $ 84.57 274270350 7923 SPRING LAKE LN $ 108.32 $ 133.32 274630240 1594 WILLOW CI R $ 58.22 $ 83.22 274680140 7336 RIDGE CREEK TRL $ 59.64 $ 84.64 274750200 1764 W I LKI NG WAY $ 92.08 $ 117.08 274800030 1364 MEADOW LN S $ 60.59 $ 85.59 274900200 1944ATTENBOROUGH ST $ 88.10 $ 113.10 274900280 2074ATTENBOROUGH ST $ 63.62 $ 88.62 279070330 434 SHAKOPEE AVE E $ 254.76 $ 279.76 279070360 528 SHAKOPEE AVE E $ 278.63 $ 303.63 279080130 2184 EAGLE CREEK BLVD $ 60.59 $ 85.59 279080210 2080 HAUER TRL $ 254.76 $ 279.76 279170101 2185 VALLEY VIEW RD $ 106.26 $ 131.26 Totals $ 30,040.80 $ 35,340.80 Page 175 of 227 7.C. Shakopee City Council October 19, 2021 FROM: Nathan Reinhardt, Finance Director TO: Mayor and Council Members Subject: Assessment hearing on delinquent false alarms bill, Resolution No. R2021-153. Policy/Action Requested: Offer Resolution No. R2021-153, certifying assessments for delinquent false alarms. Recommendation: Approval. Discussion: The Council is asked to consider Resolution No. R2021-153 that would assess property owners on taxes payable 2022 for unpaid false alarms. The city routinely certifies past due bills for collection with the property taxes. To date the city has been unable to collect $130 for false alarm services for one parcel. The city will charge an additional $25 administrative fee if the delinquent assessments become levied to cover the city's administrative costs. An updated list of property owners to be assessed (if needed) will be provided Tuesday evening; this is to allow property owners to make final payments until Tuesday, October 19, 2021. These charges will be added to the delinquent bills once the assessments are adopted by Council. Budget Impact: The $25.00 delinquent charge would be revenue to cover the administrative costs; therefore, there is no impact on the budget. ATTACHMENTS: ▪ Resolution # R2021-153 ▪ Delinquent False Alarm List Page 176 of 227 a Delinquent False Alaiiiis - Presentation Page 177 of 227 RESOLUTION NO. R2021-153 A Resolution Ordering Certification of Unpaid False Alarms for Collection with Payable 2022 Property Taxes WHEREAS, pursuant to proper notice duly given as required by law, the City Council of the City of Shakopee met and heard and passed upon all objections to the proposed assessments of: Delinquent False Alarms. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA: 1. That such proposed assessment together with any amendments thereof, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named herein and each tract therein included is hereby found to be delinquent. 2. That there will be added to the delinquent amount a $25 fee if the delinquent amount is not paid to the City of Shakope on or before October 19, 2021. 3. Such assessments shall be payable in one installment, payable on or before the first Monday in January 2022, and shall bear interest at the rate of 6 percent per annum from the date of the adoption of this assessment resolution. To the one installment shall be added the interest on the entire assessment from the date of this resolution until December 31, 2021. 4. The owner of any property so assessed may, at any time prior to November 19, 2021, pay the whole of the assessment on such property without interest to the City of Shakopee Finance Department. 5. The owner may thereafter January 2022 pay to the County Treasurer the installment and interest in process of collection on the current tax list. 6. The Clerk shall file the assessment rolls pertaining to this assessment in her office and shall certify to the County Auditor the total amount of the installment on each parcel of land for collection with next year's taxes. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of , 2021. ATTEST: City Clerk Mayor of the City of Shakopee Page 178 of 227 Delinquent False Alarm FINAL PID CUSTOMER ADDRESS BALANCE 272360040 1136 VIERLING DR E $ 155.00 Page 179 of 227 T- • Page 180 of 227 6 Immm, Page 181 of 227 w V) V) c 0 L) • 11••••••11 4--i t) E w _c 111111111111111 mom 0 c Page 182 of 227 Q) (10 LL Page 183 of 227 8.A.1. Shakopee City Council October 19, 2021 FROM: Nate Reinhardt, Finance Director TO: Mayor and Council Members Subject: Monthly Financial Review - September 2021 Policy/Action Requested: Review of September 2021 General Fund revenues and expenditures, and Community Center, Ice Arena and Sand Venture year -over -year comparison. Recommendation: Information Only Discussion: General Fund - September 2021 (See attachment) Revenue Variances (+/- 10% of 75% target) • Taxes will remain below budget targets until the 2nd half property tax settlement is received. • Special assessments are currently showing a negative amount as a result of assessment rolls for delinquent storm, sewer and refuse being applied. These amounts will be collect with future payments and/or tax settlements. • Intergovernmental is exceeding budget targets as a result of federal funding from the American Rescue Plan Act. • Licenses and permits are exceeding the budget amount as a result of building permit revenue received through September. Expenditure Variances (+/- 10% of 75% target) • Total expenditures are in line with the budget target of 75%. • Planning and Development expenditures are currently exceeding the budget target as a result of the contract with Stantec for master planning/AUAR and the purchase of parklets(to be paid from American Rescue Plan Act funds). • Unallocated is below the budget target as a result of unspent contingency funds. Page 184 of 227 Community Center/Ice Arena/Sand Venture - September 2021 (See attachment) Sand Venture • Sand Venture revenues of $260k exceeded budgeted annual revenues of $185k. Ice Arena • Revenues are up in comparison to this time last year and at 66% of budgeted revenues. Community Center • Revenues are ahead of the previous year and currently at 61% of budgeted revenues. Budget Impact: No budget impact ATTACHIVIENTS: ▪ September 2021 Monthly Financial Report ▪ September 2021 Recreation Facilities Year -to -Year Comparison Page 185 of 227 01000 - GENERAL FUND REVENUES: * - TAXES * - SPECIAL ASSESSMENTS * - LICENSES AND PERMITS * - INTERGOVERNMENTAL * - CHARGES FOR SERVICES * - FINES AND FORFEITS * - MISCELLANEOUS TOTAL REVENUES EXPENDITURES: 11 - MAYOR & COUNCIL 12 - ADMINISTRATION 13 - CITY CLERK 15 - FINANCE 17 - PLANNING AND DEVELOPMENT 18 - FACILITIES 31 - POLICE DEPARTMENT 32 - FIRE 33 - INSPECTION-BLDG-PLMBG-HTG 41 - ENGINEERING 42 - STREET MAINTENANCE 44 - FLEET 46 - PARK MAINTENANCE 67 - RECREATION 91 - UNALLOCATED TOTAL EXPENDITURES OTHER FINANCING * - TRANSFERS IN * - TRANSFERS OUT OTHER FINANCING TOTAL FUND TOTAL Key Varies more than 10% than budget positively 4,ip Varies more than 10% than budget negatively Within 10% of budget CITY OF SHAKOPEE Monthly Financial Report YTD September September YTD 2021 2021 2021 Budget Actual Actual Budget YTD Balance Percent 2020 Remaining Used Actual 18,368,600 0 7,000 (38,156) 2,139,100 219,425 1,441,200 12,150 6,929,500 925,630 1,700 500 235,000 24,852 29,122,100 1,144,401 (190,300) (37,245) (2,044,100) (149,853) (373,100) (31,839) (982,800) (48,423) (625,900) (75,825) (601,300) (48,226) (9,546,000) (731,624) (3,104,600) (218,042) (1,245,100) (100,390) (1,153,400) (92,080) (2,513,300) (141,909) (471,000) (31,499) (2,711,600) (220,403) (4,178,400) (301,734) (131,200) (13,400) (29,872,100) (2,242,491) 9,660,858 (21,737) 3,520,049 2,909,215 5,782,676 1,784 174,039 22,026,883 (138,893) (1,405,285) (296,970) (822,777) (831,255) (458,491) (7,222,108) (2,057,462) (933,609) (854,520) (1,783,540) (331,531) (2,278,379) (3,083,892) (30,233) (22,528,943) 250,000 0 250,000 0 0 0 8,707,742 53% hdlo 9,351,944 28,737 (311)% 1,41 (48,826) (1,380,949) 165% otoi 2,534,138 (1,468,015) 202% 3,842,986 1,146,824 83%3,992,354 (84) 105% 6,562 60,961 74%315,369 7,095,217 76% 19,994,527 (51,407) 73% (152,085) (638,815) 69%(1,430,131) (76,130) 80%;? (349,345) (160,023) 84% (796,644) 205,355 133% kiP (566,046) (142,809) 76% (442,387) (2,323,892) 76% (6,638,478) (1,047,138) 66% (2,055,316) (311,491) 75% (1,062,657) (298,880) 74% (826,620) (729,760) 71% ;: (1,453,879) (139,469) 70% (383,762) (433,221) 84% (1,967,994) (1,094,508) 74%(2,603,280) (100,967) 23% (31,215) (7,343,157) 75% ^ii (20,759,840) 0 100% 250,000 0 0% 0 250,000 0 250,000 (500,000) (1,098,090) (502,060) 0 100% 250,000 (247,940) (680,534) Page 186 of 227 RECREATIONAL FACILITIES OPERATING BUDGET TO ACTUAL Business Unit 0672 - SANDVENTURE REVENUES WAGES AND BENEFITS OPERATING EXPENDITURES 0672 - SANDVENTURE 0673 - ICE ARENA REVENUES WAGES AND BENEFITS OPERATING EXPENDITURES 0673 - ICE ARENA 0674 - COMMUNITY CENTER REVENUES WAGES AND BENEFITS OPERATING EXPENDITURES 0674 - COMMUNITY CENTER Budget 2021 (185,000.00) 156,900.00 161,850.00 133,750.00 (880,000.00) 331,400.00 512,750.00 (35,850.00) Sep YTD Actual 2020 YTD, Actual 2021 0.00 123.00 (261,344.37) 33,161.42 197,278.78 78,545.27 171,363.48 111,829.69 107,297.89 0.00 (445,809.72) (585,154.98) 271,471.42 265,758.50 358,639.72 344,587.16 184,301.42 25,190.68 0.00 (1,066,400.00 (424,467.35) (647,203.60) 1,143,800.00 714,662.22 778,789.87 751,850.00 531,472.72 587,082.74 829,250.00 821,667.59 718,669.01 YTD Year Variance Actual 261,467.37 (164,117.36) (92,818.21) 4,531.80 139,345.26 5,712.92 14,052.56 159,110.74 222,736.25 (64,127.65) (55,610.02) 102,998.58 YTD Year Variance % Actual (212,575.10) 494.90 118.17 (4.05) 31.26 (2.10) (3.92) (86.33) 52.47 8.97 10.46 (12.54) DEFERRED REVENUE- CC MEMBERSHIPS 208,912.00 328,938.00 120,026.00 (57.45) Page 187 of 227 10/7/2021 12:53:12 PM Page 1 of 1 8.B.1. Shakopee City Council October 19, 2021 FROM: Mark Noble, Senior Planner TO: Mayor and Council Members Subject: Comcast Request for Exception to Undergrounding Pursuant to City Code Section 90.51C.2 (a) Policy/Action Requested: Adopt Resolution No. R2021-145, denying the exception request to undergrounding facilities. Recommendation: Planning Commission Recommendation The Planning Commission reviewed this item at their October 7, 2021 meeting and by a 5-0 vote, recommended that the City Council deny the request. Discussion: Comcast is requesting that the City Council approve their exception to City Code Section 90.51C.2 (a) which pertains to installation of overhead service along Marschall Road. Comcast submitted an application for fiber installation on overhead lines along Marschall Road, between Shakopee Avenue and Vierling Drive. City Code Section 90.51 pertains to requirements for undergrounding utilities within the City of Shakopee. City Engineering staff denied this application as it was not consistent with the requirements noted in this section of city code and recommended Comcast review the City Code requirements, redesign their plans, and resubmit as an underground installation. Comcast has submitted a request for an exception to undergrounding based on technical and economic feasibility [City Code Section 90.51C.2 (a) (Technical and economic feasibility)]. This section states that above ground installation, construction, or placement of facilities shall be allowed in residential, commercial, and industrial areas where the City Council, following consideration and recommendation by the Planning Commission, finds that underground placement would place an undue financial burden upon the landowner, Page 188 of 227 ratepayers, or right-of-way user or would deprive the landowner of the preservation and enjoyment of substantial property rights. Comcast has provided a letter to support their request. City staff have provided a memo (see memo from Micah Heckman, Project Engineer, dated 10/1/21) that supports their recommendation for denial, noting specifically that: 1. The intent of City Code 90.51 is clear in the fact that new utility construction should be underground to promote the health, safety, and general welfare of the public. 2. Allowing overhead installation of utilities may hamper and further extend the ability to eliminate overhead utilities in this corridor. 3. The cost to underground utilities is inherently more than placing utilities on existing overhead infrastructure. However, there is nothing unique about the subsurface conditions in this area that would prohibit underground installation of utilities. Budget Impact: N/A ATTACHMENTS: • Resolution R2021-145 o Comcast Request o Project Location/Design o City Code Section 90.51 o Engineering Memo Page 189 of 227 RESOLUTION NO. R2021-145 A RESOLUTION DENYING THE REQUEST FOR AN EXCEPTION PURSUANT TO CITY CODE SECTION 90.51C.2(A) WHEREAS, Comcast has submitted a right-of-way permit application for installation of overhead utilities along Marschall Road from Shakopee Avenue to Vierling Drive; and WHEREAS, it has been presented to the Shakopee City Council that City Code Section 90.51 outlines the purpose and undergrounding of facilities within the City of Shakopee; and WHEREAS, City staff denied the permit per City Code 90.51B which requires that, "Facilities newly installed, constructed, or otherwise placed in the public right-of- way or in other public property held in common for public use must be located and maintained underground pursuant to this subchapter and in accordance with applicable construction standards, subject to the exceptions in 90.51C"; and WHEREAS, the Shakopee Planning Commission considered the request to grant an exception as specified in 90.51C.2(a) at its meeting of October 7, 2021, and unanimously recommended denial to the City Council; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, that it finds and determines that the request for an exception to City Code Section 90.51 C.2(a) is denied, based on the following criteria: 1. The intent of City Code 90.51 is clear in the fact that new utility construction should be underground to promote the health, safety, and general welfare of the public. 2. Allowing overhead installation of utilities may hamper and further extend the ability to eliminate overhead utilities in this corridor. 3. The cost to underground utilities is inherently more than placing utilities on existing overhead infrastructure. However, there is nothing unique about the subsurface conditions in this area that would prohibit underground installation of utilities. After the adoption of the Resolution, the City Clerk shall file certified copies hereof with the County Auditor and County Recorder of Scott County. Adopted in session of the City Council of the City of Shakopee, Minnesota, held the day of , 2021. ATTEST: Lori Hensen, City Clerk Mayor of the City of Shakopee Page 190 of 227 COMCAST September 13, 2021 VIA EMAIL Micah Heckman City of Shakopee, Project Engineer 485 Gorman St. Shakopee, MN 55379 RE: Request for Exception pursuant to Municipal Ordinance 90.51C.2(a) Dear Micah, Thank you again for the discussion regarding Comcast's construction project at 1275 Ramsey St, in Shakopee, where Comcast is planning to proactively, at the request of local businesses, expand its fiber network to ensure its ability to provide its high-speed broadband, voice and cable service. As you know, on July 28th, 2021 Comcast submitted a permit for this project. As part of the build, Comcast proposed to place the fiber where Comcast already has existing aerial plant on poles that are already located along Marschall Road/ County Road 17, which is a common practice called "overlashing." We were disappointed to learn that our permit was denied because the construction practice of overlashing existing aerial plant per Municipal Ordinance 90.51. This caused our permit for the expansion of additional fiber to these businesses to be denied. As we have discussed in the past, we think there are many good policy reasons for the City to allow overlashing under these specific circumstances. Upon the permit denial, our construction team performed an analysis of changing the overlashing portion of the project to underground and found that if we had to place the fiber underground instead of overlashing the facilities on existing aerial plant, the project is no longer financially viable. For the local businesses that have requested this project, the cost is double the amount, and possibly more. The construction cost to overlash the fiber is $43,165; but if forced to go underground, the construction cost rises to $89,303. Facing these numbers and uncertainty, our construction team cannot move forward with the project to serve these Shakopee businesses if they cannot make use of our existing aerial infrastructure. Municipal Ordinance 90.51 allows the City Council, upon the recommendation of the Planning Committee, to make exceptions to undergrounding requirements if "underground Page 191 of 227 placement would place an undue financial burden on the landowners, ratepayer, or right- of-way user...." Municipal Code 90.51 C.2(a). Comcast respectfully requests that the demonstration that undergrounding would increase costs by more than double and cause the project to be abandoned creates an undue financial burden for this project under Code 90.51 C.2(a), particularly when there are existing poles with aerial facilities currently being used by utilities. The plan for this expansion of service to local businesses includes adding an aerial line along County Road 17/ Marschall Road where there is already substantial infrastructure approved by the City and County. Comcast is requesting the use of that existing infrastructure; however, undergrounding will be utilized as the project moves into less industrialized with more business and residential areas. Of course, if and when the City determines to require all the utilities along that route to go underground, Comcast will do so at the same time as the utilities. Municipal Code 90.51(E) recognizes that, while new developments will go underground, there will remain aerial facilities in the City that require the consideration of many factors before these existing facilities can be required to remove their aerial plant underground. 90.51(E) of the Municipal Code states that: Retirement of overhead facilities. The City Council may determine whether it is in the public interest that all facilities within the city, or facilities within certain districts designated by the city, be permanently placed and maintained underground by a date certain or target date, independently of undergrounding required pursuant to division (B) above (new facilities) and division (D) above (replacement facilities). The decision to underground must be preceded by a public hearing, after published notice and written notice to the utilities affected (two weeks published: 30 days written). At the hearing, the Council must consider items in division (G) below and make findings. The ability to deliver our product to the business in Shakopee in a manner that is affordable, in a timely manner, and cares for the City's ROW, is vitally important. We respectfully argue that the build plan that we submitted does both, and that an exception pursuant to Municipal Code 90.51 is warranted in this case. We recognize that our company plays an important role in helping our customers stay connected —to their families, their workplaces, their schools, and the latest information — through the Internet. Connectivity matters right now more than ever, so we're doing all we can to deliver the most accessible and reliable internet experience possible. Should you need any further details on the project, please do not hesitate to reach out with any questions. 10 River Park Plaza St. Paul, MN 55107 www.comcastcorporation.com Page 192 of 227 Sincerely, /s/ Karly Baraga Werner Karly Baraga Werner Sr. Director, Government Affairs Comcast Twin Cities IKairlly.......Bairaga..-Werner@calblle.comcast.com (651) 900-9953 10 River Park Plaza St. Paul, MN 55107 www.comcastcorporation.com Page 193 of 227 11211kr(1MMIF "11'4 tt2oopl!illo':'1' 111i'''i .1 1 ' Iiiii, 1 "100 1111 11111111 ilirrr 1111,111111111 1 „Ill ( 1 10001 vv#(0 , 1111111 „ k 0 "0„ 40 '11 OrtaPolle4 :11 01,111 i ifii , kilil „„(0,0IpOPOpapitivork041„ / km 1, a katai 11111 0000 di )0, h r') P'111)101,fr ,),0,01,0a4,0 NMI Or 11,440; l' 1 '11111,111 I " 01111, 1 11110'01,11111110111, 1,111.111111,, 11 1,11 ,41,ht,00001110001111u„,u 10(1( ,„„i1000010000 ,„„o op, Itago4opooP,11111 1 ', , , „lolly 11 11Ii 1111111111 (f illiiiiiii74-8'h ' 1111 ' !( '1111(111' '111(1,111 uli1311? 1111 , I 0 op 1,1(000 1100(14i111141 V01111 10( I 1.° 1,11 i uii, 4 pip 4 , pi i i 6fligiti ''' 10"1" v 0„ 1phi ir i ) aa /""„ 4 vilov,,,,,ivitv, III 'let ,,p,111,111, li(1!"iiiP4" r itili1 I'/I'M01111"1„" 01, 111101% 110000001 , 110110)0,0:11' i'!!,111 11111111 1,, 20,40;01,,'iolli111,a ) , k 11,10 10),01,„),0,41,i0, 000)10,100004,,,,) °yip 0,00,00, 00000000 0 1 10 .1111 ,100,00, 01,0 1 p„0 1111011" 1,11(it% 11p','Pt ij ,poppall111111111111111111111111111111111111111h111111111111111, IPPIPPIPPIPPIPPPoppoppoPply 111',"11111 up„,„„. 11,11,111111111111py "poem „, 0„,,,o4bobAboobbigtoPoi46""PloN"' ounbwbovippi 1111 141,11,1 " '1111 0440' 1401 4',,441,,go, 111 r 1111'1 1'11, bi„„„ ,•01 11 1:110"("11, 11111111111 111111111V1v1v,0 „1 11 1»00w00(i1011111)°,1;10,0,10004 v 1111111111 011(tql$11111 1,I1 1: pv111111111 :1' A,AgiprAlk, 4100,1" 00110111"1 1111, 111,10110041 *110 „ plvvi paa 04,as 11111,11011. 10 li 111,11"vp, , 1,101 0101, "POO v' 1" " 1" ' ' 1008 pa vp01111 00 III 00100, 0 1,101v lot 1,,,,p1 , 1 Iii ', 11,11,111111: 111 "1 , 6 air, 00111,10,1 1011' ' 1 1 im 10 1 11, 1,11,,,1"" 111111111111 1 101i" vi ( 11V 10,17.1111111, iiV,/blii 1:14,1,11,„„ i 1 „ 1 111 '1111104, NO 10.01,1„.111:11 loo 111111' Or i'iol"g '',1°R.',1 ''afo,,,o, °fior,„11110vvvvvviv'obi ppolwopoopppo . ,,,Iol Ilvvv"tribtv1 11 in" ,,", 11111111, 01,11:1' i,`"; "ob,,00ppi "'v11','" :°1I011[„14,111h000 01,4„, Ilp Poilloreigkovoil'ob 011'4' '11 "11k11;t1t11:14 1101011111110,011 °I'(11(1\111(0(0101P ',10(01" pii111,110", 111111111111111111111(11 , illilluii(11111„11111,11 (0, 0 ' 01 11111111111111111111(10 11111 0010111010000110 111101)101 0„ A il in(ii11(111011'0(iiiiiii(fiiir"111111vill(1111 10111111110oto", '11111 11111 ollappopppip11111 ooppoppoppopplippoppool 111111111 101010101010141 100 70011 0011111 p,„„pb,,i1p11111111ill 111,1,111110( ,/,/ „11(0 111111111111111 11111111 „„ „„„ 0110111 I ,t1 °!(11'1'1011( 111111111111111111,10000000000000001„11 1111111 1,11tOlOvvIvvv„.111011,01., , 111111i ( 111111111111111111111111", 111,4111111"'''111 1000 1 41,11,111,1,,,,,111,111111111110000,111, QL coN 11 1,1 1,11,11' ,1,1011(11111111111111111111111111111111111,11,11,11,,,, 14, 1'.111. 11 111111, topprepAiptpotp,ON 11 I :I) ea 114 )11 41111 0,0011 inia,10011 101 r (111„1„„111101 0111 04 1„, 1110,0 ,„ i 11111„1"„11„1"1 t' 01 1111111i V , ' I° ."11,Voo,,t1,,,,11,,,11,11111,111;b,11,,illi,,,,,11114111,11m,111101111,111,,o1,,o,111,,,,,,,„ort11,1,,,11,1 ' 000011011,1 01:111,1y "It "PP., l'41'forig")Y01404,ilg'14 1,411 ,10011,171,14,11,1°,4„, .. P i ,...:,,,,,vilv1t,volooloo" ",,,f0,4i0,,:1,1,1,11,"P ,1 ft, 'lli : ,1;111111111111111111111:11f11111111, 2 1 I a' t) 1 1„ 9/24/21, 3:58 PM Print Preview 90.51 Undergrounding A. Purpose. 1. Thiti purpose f this section is to promote the hearth!, safety, public and is nten ed to foster: a. Safe travel over the right -of- ay; general welfare of the b. Non-travell relat „d safety ,vir und homes . rli buildings where overhead feeds re conlnected; and c. Orderly development in the city. Location id relocation, installati, n d reinstallation of facilities in the right-of-way must: be made in accordance ii t n t iis divisi n (A). 2 -finis section intended to be enforced consistently dh state and federal la regulating right -of- 'ay us .rs, specifically including but not timited to S §§ 161.45, 222.37, 237162,, 237.163, 238.084, 216E336, and 301113.01, and Minn. Rules 78193100, 781950 0, and '7819.5100, as th „y may be amended from tii e to time„ and the Telecommunications ct .f 1996,47 U.S.C. § 253, to the extent the rules do not limit authority other Ise available ti cities, B. Underground, g of facilities:3cHffi s ne ly installed, o;:nstructed„ or the vise placed in the public right -of- 'ay or in other p blic property held in common f r public use must be located and maintained undergrou d pursuant to the torrns and conditions of tills subchapter and in accordance with applicable :construction standards, subject to the exceptions belo Abo e- ground installation, constructionmo ification, or reiplacerrritnt of meters„ gauges, transformers, street lighting, pad mount svvitches„ capacit r banks, re -closers„ and service connection pedestals shall be all The r„quire ents of this division (B) shall apply equally outside of the porate limits of the city c cident with city jurisdiction of platting, subdivisiin regulations, or comprehensive planning as may now or in the future be. lo ed by C. Exce 'bons to undergrounding. The folio ing exceptions to th, strict application of this shall be alio ed upon tn., conditions stated. 1. Transmission lines. Above -ground installation, construction, or placement of thosi. facilities co irnonly referred to as "high voltage transmission nes" upon which a c nductor's Inormal operating v Rage equals or exceeds 23000 volts (phase to phase) shall be alio 'ed only by prior approval of the Councii; provided ho ever, that 60 days prior to corn lendmerit of construction of such a project, the city shall b furnished notice of the proposed pr ject and, upon request, the right-of-w- y user inv es shali furnish ail rele ant information reg.: flOing such project to the city. This provision shall not be construed as aiving the requirements of any other ordinance or regulation of the city as the same may apply to any such propos., project. 2. Tech icel an, eco o ic fe-sibility. Above -ground instaliati „ constructi „ or placem „nt of facilities shall be allowed in resident:elf, commerciai, and industiMI areas here the Council, 'folio in consideration and recommendation by the Planning Com i!,3s n, finds that: a: Underground placement ouid •ace an undu tinancial burden upon the lando n ,r, ratepayers, or right-of-ivyy user or would depri e thit L ndovvner of the preservi tion and enjoyment of substantial property rights; „r b. Underground placement is impractical or not technically feasible due to https://shakopee.municipalcodeonline.com/book/print?type=ordinaR260a44911.51_Undergrounding 1/4 9/24/21, 3:58 PM Print Preview topographical, sub-soill, or other existing cond m hich ad ersey affect underground facilities placement. 3,,, Te 1por ry serwat„ lb ye -ground installation, cons service Riles shall only b alto ed: Durin ne ;construction of any project for a penoS not to ex :.,„ed 24 months; bDuring an emergency in order to safeguard lives or property within 'di., city; and c. For a ben° of not more than s en months h s 1 conditi ns r ake 'excavation impracticaL D, UndergrounclinG«)f pemr en'' 1, or placement of team ary e acement, relocated, or moo str ct-ci facilities:, 1 t the city fin s that one or more of the purposes set forth in division (A) ab ve could be promoted, the city may require a permanent replayiement, relocation, or reconstruction of a facility of ore than 300 feet t° be located, and mai tained undergr und, ith due regaird for seasonal 'orkling conditions. For purposes of this subchapter, rec nstruction means any substantial repair of or any improvement to existing 'facilities. 2. Undergrounding may be required hether a replacem iont, robe- ton, or reconstruction is initiate by the righty user 0 nlinig or operating the f chfltes, r by the city in connection ith: a. The present r °futurito use by the city or other local government unit of y or other public gr- und for r public project; b. The public health or safety; or c. °The safety rind convitnience of travel over the r ghf fio ay. right-of- Retirenri _nt of overhead f, ollities„ The City Council rrr y determine idle h ,r it is in the public interest that all facilities within the city, or facilities ith i certain districts designated by the city, be perman placed nd maintained undergr urrd by a date certain or target date, independently f und:,:rgroundng requirer pursu, rilt to division (B) ab ve e 'facilities) and division (0) ahoy.; (replacement 'facilities), The declisi n to und rground must OL, preced..d by a public hearing, after published notice and riffen notice to the utilities affected o eeks published: 30 days ritten). At the haring, the C uncil roust consider items in di ision ((3) beio nd make findings, Undergr unding may not take place until City Council has, after hearing and notice, a opted a plan containing items in division (H) lbelo IF. Public heath-1gs. A Iheanng must he open t the p Pilo and may be contin ed 'fror tim At each hearing any p rson nteritsoted robust be g en an •pp unity to be heard.' The subject of the public hearings shall be the issue of whether facillitIL; S in the right-of-way in the city, r located ithin a certain listrict, shall a be located underground by a date certain. Hearings are not necessary for the lundergrounding required Under di osons (B) and (D) abo e. G., F biic hearth issues. 1. The issues t be addressed at the public hear irigs include„ but are not limited to: a. The costs and benefits to the public of requirin the unthrgr „riding of all "ro Allies in the right -of- fay; b, The °feasibility and cost of undergrounding ail .facillities by a date certain as determined by the city and the affected utilities; aThe tariff requirements, procedure, and rate design for recov:ry or intended https://shakopee.municipalcodeonline.com/book/print?type=ordiniritig&laa4651_Undergrounding 2/4 9/24/21, 3:58 PM Print Preview recovery oncerT1enIa for undergroundFn by the utilities from ratepayers vvithin the city; and d. Altbrnative 'financing opti ns available if the city deems it in tht public interest to requir„ undergrounding by a date citrtain an deems it appropriate to participate in the .,:ost othenNise borne by the ratepayers. "I Upon co ipet i r of the Ihearing or hearings, the City Council must. make nUer .findings on .hether it is in the public interest to establish - plan under which ';I facilities ill be undergo nd„ either city- ide or [thin districts designated by the city. dergrou ing plan. 1 if the Council finds that it is in the public interest to underground all or subsntially all cilktius in the public right-of-w y or in non -right-of-way public ground, the Council must establish a plan for such undergrounding„ 2. 'The plan for undergrounding must inciude at least the 'folic ving eler „„nts: a. 'Timer be for the Linde orgroUnding; b. Designation f districts for the und rgrounding unless the undergrounding plan is city- ide; ccebtions t the un.erjro. nding requirement and procedure for establishing such exceptions; d Proced res for the uncbirgrounding process, inciu I nig, but not limit Ai to, coordination ith city projects and provisions to ensure compliance ith ndiscrirni ation requr ments under the la ; e,. financing plan for 'funding f the incremental costs if the city determines that it 'fihanc s rine of theundergr unding costs, and a determination and verification of the claimed additioonal costs to underground incurred by the utility; and 'f, Penalties or other remedies for failure to comply with the undergrounding. 1. Facilities loca 1. a. In a J ition to complying ith the real Ufi irements of M.S. §§ 216 .01 through 2160.09, s they may be amended 'from to time ("One -Call E.xcavation Notice System"), before the start date of any right-, '1- ay excavation, each registrant s facilities located in the area to he excavated shall mark the horizontal placement If all said 'faciliti b. Jo the extent its records contain such lair) infor lion regarding the apor•ximate ertio; loction of its facilities to excavators up In request. c„, Nothing in this division (I) is meant to limit the rights, duties. and obligations of facility o ners or excavators _ s set forth in MS. § 216D.01 through 2161).09, as they may be arnended from to time. Any night -of- ay user h se 'facility is l..ss than 20 inches below a concrete or asphalt surface shall notify and ork closely with the excavation c ntractor in t In effort t establish and lark the exact horizontal and vertical location of its 'facility and the lbest procedure for excavation. ration, each registrant snail provide https://shakopee.municipalcodeonline.com/book/print?type=ordinaE8W8A744:7.51_Undergrounding 3/4 9/24/21, 3:58 PM Print Preview 2. All facilities shall be placed in appropriate portions of right-of-way so as to cause minimum conflict with other underground facilities. When technically appropriate, all utilities shall be installed, constructed, or placed within the same trench. J. Limitation of space. To protect the health, safety, and welfare, or when necessary to protect the right-of-way and its current use, the city shall have the power to prohibit or limit the placement of new or additional facilities within the right-of-way. In making such decisions, the city shall strive to the extent possible to accommodate all existing and potential users of the right-of-way, but shall be guided primarily by considerations of the public interest, the public's needs for particular utility service, the condition of the right-of-way, the time of year with respect to essential utilities, the protection of existing facilities in the right-of-way, and future city plans for public improvements and development projects which have been determined to be in the public interest. K. Responsibility. All owners, platters, or developers are responsible for complying with the requirements of this section, and prior to final approval of any plat or development plan, shall submit to the Director written instruments from the appropriate right-of-way users showing that all necessary arrangements with said users for installation of such facilities have been made. (Ord. 971, passed 10-3-2017) https://shakopee.municipalcodeonline.com/book/print?type=ordinAN§81.51_Undergrounding 4/4 City of Shakopee Memorandum TO: Mark Noble, Senior Planner FROM: Micah Heckman, Project Engineer SUBJECT: Comcast Overhead Utility Installation Exemption Request DATE: October 1, 2021 Comcast recently submitted a right-of-way permit application for installation of overhead utilities along Marschall Road from Shakopee Avenue to Vierling Drive. The application was denied per City Code 90.51 which requires that, "Facilities newly installed, constructed, or otherwise placed in the public right-of-way or in other public property held in common for public use must be located and maintained underground...". City Code 90.51C.2 allows for City Council, following consideration and recommendation by the Planning Commission, to grant an exemption to the undergrounding rule if the underground placement would place an undue financial burden upon the right-of-way user. Comcast submitted a formal request for exemption on the basis that underground installation will be approximately double the cost of overhead installation. The Public Works department has reviewed the request and offers the following comments at this time for the planning department: 1. The intent of City Code 90.51 is clear in the fact that new utility construction should be underground to promote the health, safety and general welfare of the public. 2. Allowing overhead installation of utilities may hamper and further extend the ability to eliminate overhead utilities in this corridor. 3. The cost to underground utilities is inherently more than placing utilities on existing overhead infrastructure. However, there is nothing unique about the subsurface conditions in this area that would prohibit underground installation of utilities. Recommendation The City of Shakopee Public Works Department recommends denial of the exemption request. C:AProgram Files(x86)Aueevia.com\docConverterProAtemp\NVDCA4AB33FE6F8 Ve45M ()M-2t77B86DE7AA\Shakopee.11340.1.Engineering_Memo. docx 9.A. Shakopee City Council October 19, 2021 FROM: Nate Reinhardt, Finance Director TO: Mayor and Council Members Subj ect: City Bill List Policy/Action Requested: None Recommendation: Informational Only Discussion: These reports reflect the expenditures as recorded for 2021 activity. The following transactions are notable for this reporting cycle: • Astech Corp payment for 2021 Roadway Crack Seal Maintenance. $89,141.86 • Max Steininger Inc estimated pay voucher 1 for Red Oak School Trail. $153,645.08 • Shakopee Fire Relief Assn, Pass through from MN Department of Finance for Fire State Aid, $252,939.56 and Fire Supplemental Aid for 2021, $53,142.34. Included in the check list are various refunds, returns, and pass through. Budget Impact: Operating and capital expenditures within the 2021 budget. ATTACHMENTS: o Council Check Summary o Council Check Register ▪ Bill List Transfers Page 200 of 227 10/14/202113:57:22 CITY OF SHAKOPEE O F 0 J N CO 0 Council Check Summary e actual amount due to data sequencing and/or data selection. Payment amount may not r ai Z 0 O E c 0 E U N N (O (O O CO O (O O ▪ N (O O CO (O M M O (O O) h CO (— [O O (O l0 N O) O V O) oO N (0 (0 O) N co co V (0 O) O O (O V CO V O) O CO CO I- O (0 O O CO N CO CO (0 M 7 7 O oO O (0 O (O l0 N (0 N Cr (0 CO N CO N N GENERAL FUND O O 0 02120 FORFEITURE 02180 LODGING TAX 02190 ECONOMIC DEVELOPMENT AUTHORITY PARK DEVELOPMENT CAPITAL IMPROVEMENT FUND TIF DIST #18 CANTERBURY COMMON TREE REPLACEMENT SEWER FUND SURFACE WATER FUND PARK ASSET I.S. FUND INFO TECH I.S. FUND SW METRO DRUG TASK FORCE ESCROW FUND INVESTMENT TRUST FUND O O O O (O CO (O O O N N - OO O O O O O N V (f) O O O V M CO CO O O O v v v v (— (— (— CO CO CO 00000000000 Page 201 of 227 Council Check Register 0 O co m at U Q O C SALE OF DOCUMENTS W U 0 d 0311.4513 CAR/TRUCK WASHES CAR WASH CAR/TRUCK WASHES TRUCK WASH PARK FACILITY RENTAL SANDVENTURE POOL GENERAL ADMISSIONS SKATE SCHOOL ADMISSION ICE RENTAL - PRIME TAXABLE ROOM RENTALS OTHER RECREATION FEES z z z z z IT CC CC CC Q Q Q Q ¢ w w w w w CO CO COO O 0 CO CO CO CO n N r V V V V V O N CO CO O O CO CO CO O O O O O 0673.4774 MEMBERSHIPS COMMUNITY CENTER GENERAL ADMISSIONS COMMUNITY CENTER CO CO N CO 0 CO CO V V V 7 CO CO V N- f- N- (D O (O CO O O O O ROOM RENTALS COMMUNITY CENTER 0674.4796 OTHER RECREATION FEES COMMUNITY CENTER 0674.4818 PARK FACILITY RENTAL PARK SERVICES SALES TAX PAYABLE GENERAL FUND SALES TAX PAYABLE- 09/2 4.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 4.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 1.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 137.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 197.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 378.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 3,069.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 81.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 6.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 3,846.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 631.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 633.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 2.00 OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 (12.00) OMNDOR- SALES TAX SALES TAX PAYABLE- 09/2 (8,977.00) OMNDOR- SALES TAX MOTOR FUELS & LUBRICANTS MOTOR FUELS & LUBRICANTS MOTOR FUELS & LUBRICANTS FUEL TAX PAYABLE GENERAL FUND MOTOR FUELS & LUBRICANTS SEWER MANAGEMENT MOTOR FUELS & LUBRICANTS SWEEPING N N N N N N NNNCONN N 0) N 0 N N (OCO. O N O O 0 CON Tr N O CO V V CO 0 f` N. 0 0 0 r N' N- FUEL TAX PAYABLE- 09/2 FUEL TAX PAYABLE- 09/2 FUEL TAX PAYABLE- 09/2 FUEL TAX PAYABLE- 09/2 FUEL TAX PAYABLE- 09/2 FUEL TAX PAYABLE- 09/2 ¢ Q ¢ ¢ ¢ F F F F F H W W W W W W DDDDDD LL w w w w LL Q Q Q Q < < W W W W W W d d d d d d 0) 0) 0) 0) 0 0 00 00 0 00 0 0 Z Z Z Z Z Z 0 0 0 0 0 0 0 0 (ND CO COMO� N 60) 0 O O O co N 5 V V co PREPAID OTHER PERSONNEL -PAYROLL PLANNING MOTOR FUELS & LUBRICANTS FACILITIES MOTOR FUELS & LUBRICANTS EQUIPMENT MAINT SUPPLIES MOTOR FUELS & LUBRICANTS EQUIPMENT MAINT SUPPLIES W (9 0 d U U U 0 0 0 CC CC CC d d d W w w MOTOR FUELS & LUBRICANTS INSPECTION EQUIPMENT MAINT SUPPLIES INSPECTION W C9 F 0 a INSPECTION ENGINEER FEE - PUBLIC ENGINEERING NNLDNNNNONNONNON CO CO 0 CO CO N N V M N V CO N V CO N CO CO LO CO M N N N CO N N CO N N CO CO O O Co. co. co. co. O O O O (o. O O V a) _ N CO O s) CO N N N M M C) M M M CO M CO CO CO CO V O O O O O O O O O O O O O O O O 0 0 0 0 0 N N N N N Q) O) aa6) O O O 0 0 O O O O O HHHFF Q Q 0 0 0 0 0 0 0 0 J J J J J Q Q Q Q W W W W W Q Q Q Q Q Nn 0 (n (n (n a 0_ CL 0 a FUEL USAGE ALLOCATION- 09/21 FUEL USAGE ALLOCATION- 09/21 CAR/TRUCK WASHES- 09/21 POSTAGE ALLOCATION 09/2021 FUEL USAGE ALLOCATION- 09/21 CAR/TRUCK WASHES- 09/21 POSTAGE ALLOCATION 09/2021 FUEL USAGE ALLOCATION- 09/21 CAR/TRUCK WASHES- 09/21 POSTAGE ALLOCATION 09/2021 INTERNAL CHARGES- 09/21 z z z z z z z z z z z z z z z z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F F F F F F F F F F F F F F F F Q < Q Q Q Q < < Q Q Q Q < Q Q Q U U U U U U U U U U U U U U U U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J Q Q Q Q ¢ Q Q Q ¢ Q Q Q Q Q Q Q } } } } } } } } } } } } } } } } J J J J J J J J J J J J J J J J x x x x x x x x x x x x x x x x Z z Z Z Z Z z z Z Z Z Z z Z Z z O U O O O O O D U O O O O U O O w w w w w W W W w W w W W W w w w w w w w W W W w W w W W W w w d d d CL CL CL O d d d d Nl EL d d d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q 2 2 2 2 2 x x x x x x x x x x x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cr N V CO N- N- 0 Ns. CO0 V CO CD 0 r 7 CO CO O O N O O V O 0 CO O O O 0 0 O 0 M O (6 V O N (6 O O 5) CO N N N N L6 O CO CO CON 0 CO CO V ct co 0 (. Page 202 of 227 Council Check Register MOTOR FUELS & LUBRICANTS ENGINEERING EQUIPMENT MAINT SUPPLIES ENGINEERING ENGINEERING MOTOR FUELS & LUBRICANTS EQUIPMENT MAINT SUPPLIES MOTOR FUELS & LUBRICANTS W w F W w w W Ct J 0 (n LL CAR/TRUCK WASHES CAR WASH CAR/TRUCK WASHES TRUCK WASH PARK FEE - PUBLIC MOTOR FUELS & LUBRICANTS EQUIPMENT MAINT SUPPLIES Et CC CC a CL a MOTOR FUELS & LUBRICANTS RECREATION N 'I' CO N V N CO <0 N N V N N N CO N N N CD CD CO N N N (fl CD Cfl (fl a? V V V cc? CD cc? O V V V V NYV NY NI- CD ( ND ND (D (D 0 0 0 0 0 0 0 0 0 0 0 0 FUEL USAGE ALLOCATION- 09/21 CAR/TRUCK WASHES- 09/21 POSTAGE ALLOCATION 09/2021 FUEL USAGE ALLOCATION- 09/21 CAR/TRUCK WASHES- 09/21 FUEL USAGE ALLOCATION- 09/21 CAR/TRUCK WASHES- 09/21 CAR/TRUCK WASHES- 09/21 INTERNAL CHARGES- 09/21 FUEL USAGE ALLOCATION- 09/21 CAR/TRUCK WASHES- 09/21 FUEL USAGE ALLOCATION- 09/21 CO 0 ( 0 0 0 0 CI) 0 0 0 Z z z z z z z z z z z J J J J J J J J J J J D 7 7 7 D 7 7 > > > > 0 0 0 U 0 0) U CO CO 0) 0 0 0 0 0 0 0 0 D D D D D F D Z Z Z Z Z Z Z Z Z Z Z CC CC CC CC f Z CC 0 0 0 0 0 0 0 0 0 0 0 I- I- I- I- F Q I- 0 0 0 0 0 0 0 0 0 0 0 CO CO W 0) (n U 0) z z z z z z z z z z z g g g g Q 00 0 0 00 0U 0 (9 (9 LL W LL LL W U_ CO (0 fn 0) 0) CO 0) CO 0) (n 0) Z Z Z Z Z Z w w w w w w w w w w w Z Z Z Z Z J Z z z z z z z z z z z z w w w w w w w w w CC UJ CC UJ CC IC 2 2 2 2 2 U 2 W W W W W 0 Z W W W W W W W W W W W W W W W W w W J W W W W W W W W W W W > > > > > > 0 0 W Z z z z z z z z z z z 0 0 0 0 0 0 0 CO (n (n 0 0 0 0 0 0 0 0 0 0 0 cc w w cc c 1 w 0 Q W z z z z z z z z z z z a a a a a 0 a D 0 0 w w w w w w w w w w w 2 2 2 2 2 2 RECREATION PROGRAMS 0679.6332 POSTAGE ALLOCATION 09/2021 GENERAL FUND GENERAL FUND PR20-005 RED OAK TRAIL PR22-004 TH 169 PED. BRIDGE z z w 0 w z Q > CC Z ¢ Z w r w U < J > Q > Co z Wi W Z Q CC CtLn 0 2 F ct 0 Q w CC w Z W LWL) Z a2f W J❑ D > < Z Jco CO Q D a H g J co m W F CO � 0 > _M Q 1 Z N Q CO Q N N O U U N V (- t0 N V ,I- V O 0 0 0 'O 0 O O O O O O O o O O 0 O O 17. N O) O NNNN N N N N LL LL LL LL LL LL LL LL LL 0 0 0 U U U U U U LU CC 1 1 CC DDDDD1- SAN19-001 L-16 DEMO SAN19-003 & SAN19-006 LAT/CIPP 0 ONNNNNNN N N N N CO Cn (0 N CO CO CO CO CO CO CO M CO Cr) CO CO CO CO N r Cfl (fl CO (fl (fl CO CO CO CO CO Cfl Cfl Cfl O O co co V (0 CO O N V O CD 0- CO N O O CO CO CO CO O CO CO 0) 0) LC) N- O 0 CO O) CO CO CO 0) 0) co co co co c0 co CO CO CO co CO co co CD CO CO CO CO CD FUEL USAGE ALLOCATION- 09/21 FUEL USAGE ALLOCATION- 09/21 SAN20-003 20 LATERAL PIPE REHA 6887.6765 SAN21-001 MARAS/HANSON UTILITY SAN24-001 W END LIFT STATION SEWER MANAGEMENT CIF20-009 CONCRETE ALLEYS MOTOR FUELS & LUBRICANTS SWEEPING CD C0 N Cn N CO CO N CO N CV N (0CD O O CO 6) 0) M CO CO CO CO CO COCO N- CO CO R O r NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 NTERNAL CHARGES- 09/2 FUEL USAGE ALLOCATION- 09/21 NTERNAL CHARGES- 09/21 FUEL USAGE ALLOCATION- 09/21 ENGINEERING/DESIGN CONSULTANTS PA-19-09 MEMORIAL PARK BRIDGE 6835.6312 NTERNAL CHARGES- 09/21 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F F F F F F F F F F F F F F F F F F F F F F H F F F F F F F F F F F F Q Q Q Q Q < Q Q Q Q Q < Q Q Q Q < < Q Q Q Q Q Q Q Q Q < < Q Q Q Q < < U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J < Q Q Q Q < Q Q Q Q Q < Q Q Q Q < < Q Q Q Q< Q Q Q Q < < Q Q Q Q < < r r r r r r r>->->-> r r r r r r r r>->->>- r r r r r r r r J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w w W W w w w W W W w w w W W w w w W W W w w w W W w w w w W W w w w W W W W w w w W W W w w w W W w w w W W W w w w W W w w w w W W w w w D_ 0_ 0_ 0_ O_ O_ O_ O_ O_ O_ 0_ D_ D_ 0_ 0_ 0_ 0_ O_ O_ O_ O_ O_ O_ D_ O_ 0_ 0_ 0_ 0_ O_ O_ O_ O_ 0_ D_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 < Q Q Q Q < Q Q Q Q Q Q Q Q Q Q < < Q Q Q Q Q Q Q Q Q < < Q Q Q Q Q Q IIIIIIIIIIIIIIIIII 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (n (n (n (n 0 0(n 00 0 0 0 0 0 0 0 0(n 00 0 0 0(n 0 0 0 0(n (n 00 00 (n 0 o O O O O 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 0 0 0 CO 0 V C0 O O ^ V 0 V N ^ 0) N O N CO N (D CO CO N V CO CO 0 0 0 N (D 7 O (n 7 O O O O CD O N O t` W LC) (O O O LO W N V LC) Cfl 7 Cn r (D t` M N 1� CO V 00 0) N t` V 0) O M V O (O M (O 6) (O O) (Ni M tO W co 0- N CO M M r 0) V CD N V (D CO M V (O CD (O N- CO 0 (� CO V CD CO V V V c N W N M N V CO CO N CO N O OO CO N CV v V M W CD O) r 0 O CREDIT CARD FEES RECREATION LC) CO CO n 0 CANCELLATION FEE 495.00 OWORLDPAY INTEGRATED PAYMENTS OPERATING SUPPLIES COMMUNITY CENTER FITNESS CLASS MATS 1,455.00 2ND WIND EXERCISE INC Page 203 of 227 Council Check Register 0 D 00 U U O 4 C C G E m 0 1- O Lei Tr- OPERATING SUPPLIES SIGN ITEMS 444.79 3M COMPANY OPERATING SUPPLIES H w w 1- H cn SIGN ITEMS 796.50 3M COMPANY OTHER PROF SERVICES CODE ENFORCEMENT 0319.6327 ANIMAL CONTROL FOR PD/CITY 2,450.00 4 PAWS ANIMAL CONTROL IMPROVEMENTS/INFRASTRUCTURE CIF20-007 2020 STREET RECON O CO O coco co co AE2S RIVER BLUFF CONST SVCS 3,162.50 ADVANCED ENGINEERING & ENVIRON MATERIALS a BALLFIELD FERTILIZER 3,597.07 AG PARTNERS COOP r r N EQUIPMENT MAINTENANCE 0321.6316 PAGER REPAIR ANCOM TECHNICAL CENTER EQUIPMENT MAINTENANCE LAPEL MICROPHONES ANCOM TECHNICAL CENTER O O O O n O n M EQUIPMENT MAINTENANCE w w CO N M O PAGER CHARGERS & BELT CLIPS 187.50 ANCOM TECHNICAL CENTER O l0 n c0 TRAVEL/SUBSISTENCE w w 13.00 ANGLIN, KENT O O ri EQUIPMENT RENT SWMDTF - STATE GRANT SEPT 2021 641.24 APPLE FORD OF SHAKOPEE INC N co WELLNESS PROGRAM PERSONNEL -PAYROLL 0123.6471 WELLNESS TORCH RUN REIMBURSEMENT 20.00 ARRAS,JASON OFFICE SUPPLIES EQUIPMENT MAINT SUPPLIES w U a L 0321.6240 OPERATING SUPPLIES PARK SERVICES 0 O) O f- O O) CO 0) n N O N M OFFICE SUPPLIES EQUIPMENT MAINT SUPPLIES 0321.6240 0) LO LO R N n C) Page 204 of 227 Council Check Register 0 O at U U 0 a c d PAVEMENT PRESERVATION w W 0421.6322 CRACK SEAL 89,141.86 ASTECH CORP SERVICE AWARDS PERSONNEL -PAYROLL SERVICE AWARDS PERSONNEL -PAYROLL O O V V O CO O O co M N N O O SERVICE AWARD - PITSCHNEIDER AWARDS NETWORK SPOT AWARD - HALVERSON AWARDS NETWORK SERVICE AWARDS PERSONNEL -PAYROLL 0123.6645 STAR AWARD BOOKLETS AWARDS NETWORK O O co O O co O O O) n In M N co M M M IMPROVEMENTS/INFRASTRUCTURE PR19-001 RIDGE CR PK- PLSL CH O CO n O O O CO 10,723.62 BARR ENGINEERING CO co N r O OTHER PROF SERVICES FORFEITURE DRUG/WEAPON /EVIDENCE DISPOSAL 2120.6327 100.00 BARRON COUNTY TREASURER O 0 0 BUILDING MAINT SUPPLIES ICE ARENA O M N O co O O 134.59 BECKER ARENA PRODUCTS INC OTHER RENT OTHER RENT OTHER RENT OTHER RENT OTHER RENT OTHER RENT OTHER RENT OTHER RENT OTHER RENT OTHER RENT OTHER RENT OTHER RENT Y Y Y Y Y Y Y Y Y Y Y Y < < < < < < < < < < < CC a a a a a a d d a a a a O O O (0 0) 0) N O O O O O M M CO CO CO CO CO CO CO CO CO CO NNNNNNNNNNNN CO O CO CO CO CO CO CO O CO CO CO O O O O O O O O O O O O 0 0 0 0 0 U 0 0 0 0 0 0 Z Z Z Z Z Z Z Z Z Z Z Z 0) CO 0) CO CO CO CO CO LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL Li- LL LL m CO CO CO CO CO CO CO CO CO CO CO N 0) 071. 0 0)) i0!) O W N N 0)) Cr O W 0 Ni V Ni O V Ni O O Ni V N V co V N- T O 0 N V 0 CO N N 0 0 WELLNESS PROGRAM PERSONNEL -PAYROLL 0123.6471 WELLNESS TORCH RUN REIMBURSEMENT 20.00 BLATZHEIM, JIM 0 N BUILDING MAINT. FACILITIES BUILDING MAINT. FACILITIES BUILDING MAINT. FACILITIES ▪ (f) LO M CO CO CO. O 00 W O 0 0 0 550.00 BOBS LAWN & LANDSCAPING , INC 920.00 BOBS LAWN & LANDSCAPING , INC 875.00 BOBS LAWN & LANDSCAPING , INC 0 ui N' IMPROVEMENTS/INFRASTRUCTURE SAN19-001 L-16 DEMO IMPROVEMENTS/INFRASTRUCTURE SAN24-001 W END LIFT STATION O O CO CO N O O Of) CO CO CO CO CO 3,175.00 BOLTON & MENK INC 2,881.00 BOLTON & MENK INC Page 205 of 227 Council Check Register 0 O D 00 0 0 0 d O O 0 TRAVEL/SUBSISTENCE EDA MANAGEMENT Lc, r— N EDAM MEETING 328.24 BREWINGTON, JENN C▪ O M BUILDING MAINT. COMMUNITY CENTER FA REPAIR 350.00 BROTHERS FIRE & SECURITY O M EQUIPMENT RENT SWMDTF - STATE GRANT 8025.6420 347.00 CARLSON LEASING COMPANY O O M OTHER PROF SERVICES RECREATION PROGRAMS N CO 0) CO O SUMMER ACTIVITIES 434.00 CARVER COUNTY PARKS CO CO CO CO 0 CO CO CO (n CO to CO CO CO CI) CO (I) (I) CaD Cad Cad Cad Cal Ca.D Cal Cal CD (a7 Cad Cad Cad Cad Cal Cad FACILITIES CC - U J W Wcc £0 H H < < < <' < < J a I Li (1) (1) a s < s a a a SANDVENTURE POOL LC) LC) LO LO LO LO LI) LO LO Lf) LO Lf) LO LC) LO CO CO CO CO CO CO CO CO CO CO CO O CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO • Lfl Lfl Lfl Lfl Lfl (q Lfl Lfl Lfl O co N N N N N N N N N N N r M M M V V co co co co co co co co O O O O O O O O O O O O O O O NEW CITY HALL #10664951-0 LIBRARY #5230217-1 POLICE STATION #5230172-8 M CO CO CO CO M LO FIRE STATION #1 FIRE STATION #2 #9338477-4 FACILITIES #5264811-0 PUBLIC WORKS #5257785-5 Green Meadow Park #9152322-5 Holmes Park Riverside Fields Park #99125 M O ) 0) N O O Scenic Heights Park AQUATIC PARK ICE ARENA 0673.6365 ICE ARENA #10636975-4 COMMUNITY CENTER PARK SERVICES PR19 SHAKOPEE BRICKYARD/MARINA GAS Ln LO LO CO CO CO CO CO CO ▪ LO CO N- N- CO CO O O O CO z z z z z z z z z z z z z z z z z z z w w w w w w w w w w w w w w w w w w w O 0 0 0 0 0 0 0 0 U U 0 0 0 0 0 0 0 0 CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC w w w w w w w w w w w w w w w w w w w CO CO CO CO CO 0) CI) U) Cn CI) CO CO C9 - CD - CD CD C7 - C7 - C7 - 0 - 0 - 0 - C7 - O CD - CD CD C7 - C7 - C7 - 0 CC Cr CC W CC CC CC CC CC CC CC CC CC CC CC CC Cr UJ UJ w w w w w w w w w w w w w w w w w w w z z z z z z z z z z z z z z z z z z z w w w w w w w w w w w w w w w w w w w Z Z Z ▪ Z ▪ Z ▪ Z Z Z Z ▪ Z ▪ Z ▪ Z Z Z ▪ Z ▪ Z ▪ Z ▪ Z z O O O O O O O O 0 O O O O O O O O O O O 0 CL CL 0 0 CL CL 0 d d d 0 0 CL 0 0 CL 0 CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC UJ CC W W W Cu Cu W W W W Cu Cu W W W W Cu W W W z z z z z z z z z z z z z z z z z z z ZZZ z ZZZZZ z ZZZZ z z ZZZ W W W W W W W W W W W W W W W W W W W 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 O 0) 0) I. co I- O Lf) N LO LO LO LO L() 0) 0) I-- N- N. 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HIGH -VIS SWEATSHIRT NORTH AMERICAN SAFETY HIGH -VIS SWEATSHIRT NORTH AMERICAN SAFETY O co rn O O O 0) 0) O V 6) V N m T O DAMAGE DEPOSIT PARK SERVICES W LO O O REFUND DAMAGE DEPOSIT- CYB 200.00 NUNEZ, BRAYAN O O O N EQUIPMENT MAINTENANCE CAR WASH 125.00 NUSTAR 0 O Lei PARK FACILITY RENTAL PARK SERVICES DAMAGE DEPOSIT PARK SERVICES CO CA O • CO ✓ V 0f) '5)) r N- CO CO O O REFUND DEPOSIT O'LOUGHLIN, JODY REFUND DEPOSIT O'LOUGHLIN, JODY O O O O O O O O N N 0 O e EQUIPMENT MAINT SUPPLIES N CO N O 152.15 OLSEN CHAIN & CABLE CO INC N N w C7 co O d PLANNING PLAT DELIVERY 142.57 ONTRAC n C'1 SOFTWARE -ANNUAL FEES BUILDING INSPECTION LASERFICHE UPDATE 2,960.00 OPG 3 INC O O b CT N OPERATING SUPPLIES COMMUNITY CENTER N 0 0 269.05 OXYGEN SERVICE COMPANY OPERATING SUPPLIES COMMUNITY CENTER OPERATING SUPPLIES COMMUNITY CENTER N N O O N N CO N- ▪ N- CO CO O O CO CONTRACT OXYGEN SERVICE COMPANY N 0 0 OXYGEN SERVICE COMPANY N O 0) o M O W Cn O to co co N N N M N 0) z 0 w J COMMUNITY CENTER 0674.4770 REFUND SWIM LESSONS 120.00 PALIWAL, PARIKSHIT O O N UNIFORMS/CLOTHING w w UNIFORM REIMBURSEMENT 171.15 PASS, KEVIN N ti WELLNESS PROGRAM PERSONNEL -PAYROLL 0123.6471 WELLNESS TORCH RUN REIMBURSEMENT 20.00 PEARSON, JAMIE O N ATTORNEY PERSONNEL -PAYROLL O M CO CO N_ O 1,044.00 PEMBERTON LAW PLLP Page 16 of 25 Page 217 of 227 Council Check Register 0 O D 0 0 0 .c5 c m 0 w 0 a c d 0 0 EQUIPMENT MAINT SUPPLIES SWEEPING N SK1325 STREET SWEEPER 1,813.16 POMPS TIRE OPERATING SUPPLIES RECREATION OPERATING SUPPLIES ICE ARENA N N O O N N O O M N- N- O CO 0 0 PRAHA DIST WATER TO YOU PRAHA DIST WATER TO YOU 0 N DAMAGE DEPOSIT PARK SERVICES REFUND PICNIC KITS 100.00 Q CARRIERS 0 O 0 EQUIPMENT MAINT SUPPLIES ICE ARENA N O O 0 65.00 R&R SPECIALTIES OF WISCONSIN I 0 O EQUIPMENT MAINT SUPPLIES SWEEPING SK1325 STREET SWEEPER 243.51 RDO EQUIPMENT CO a SOFTWARE -ANNUAL FEES COMMUNITY CENTER 800.00 REACH 0 0 co WELLNESS PROGRAM PERSONNEL -PAYROLL 0123.6471 WELLNESS TORCH RUN REIMBURSEMENT 20.00 REINHARDT, NATHAN 0 O N IMPROVEMENTS/INFRASTRUCTURE PR21-006 QUARRY LK MTN BIKE TR O CO O CO O 0) CO 788.68 RHINO MARKERS MATERIALS O N O C! 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N- N N- N N- N N N- ti N. O (() 0 0 (() O 0) 0) (() co N. N- N- O 0) co V N. 0) M N. co N. 0 O O N- O M W N (n N (n O CO N O CO r CO O N- O CO N O O N t` O 0) 7 O 7 N- V CO O CO 0) R V V (() V O N O O (0 O V N O N (6 O 0) N. 0) V 0) M V V V V 0) N C7 0) 0) (0 0) M N O C7 0) V N coV l() CD co co V (() N- CO CO N 0) 0) O O N. co N 0- COn O CO 0) N CO (f) 0) CO CO co 0 ti Page 22 of 25 Page 223 of 227 Council Check Register 0 O co m at U U U U 0 w w U LU w cwn w PARK SERVICES 0675.6362 PARK SERVICES PARK SERVICES SEWER MANAGEMENT ELECTRIC SEWER MANAGEMENT w w 5 SEWER MANAGEMENT SEWER MANAGEMENT ELECTRIC SURFACE WATER MANAGEMENT CO CO CO CO CO CO CO CO CO CO CO CO CO CO O O O O O O CO. (0 O r r CO CO CD r r r r r 0 o r r r r r O O O CO CO CO M O 0 0 O CO CO CO 0 (0 L LO N N N O O O O CO N N N CO CO CO CO LC) 0 0 0 0 0 0 0 0 F F F F F F F F J J J J J J J J DDDDDDDD 0 0 0 0 0 0 0 0 J J J J J J J J m m m m m m m m d d d d d d d d w w w w w w w w w w w w w w w w 0_ w w LL d d d d 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 cf) cn LO 0 0 CO � 0 CO N M r CO l() In N O N N l() l() lf) N N MEMBERSHIPS COMMUNITY CENTER 0674.4762 REFUND MEMBERSHIP 422.50 SHAKYA, SAPANA N N CNI OTHER PROF SERVICES PERSONNEL -PAYROLL OTHER PROF SERVICES RECORDS IMAGING OTHER PROF SERVICES r r r N N N CO CO CO O O O co V N CO SHRED RIGHT - A ROHN INDUSTRI SHRED RIGHT - A ROHN INDUSTRI SHRED RIGHT - A ROHN INDUSTRI 71. 0 0 n r r 0 0 N OTHER PROF SERVICES w U J 0 a N CO M 0 SHREDDER SERVICES FOR PD 23.80 SHRED RIGHT - A ROHN INDUSTRI OPERATING SUPPLIES RECREATION OPERATING SUPPLIES COMMUNITY CENTER N N 0 0 CO. CO. r N- UJ CO 0 0 DECALS FOR VOLUNTEERS SIGN PRO SIGN PRO m co M O O N M co N Cal M OTHER PROF SERVICES H W W cn H N CO O 0 0 PAINT STRIPPING 274.91 SIR LINES -A LOT n N SOFTWARE -ANNUAL FEES COMMUNICATIONS 0125.6410 SITEIMPROVE SUBSCRIPTION 2,230.67 SITEIMPROVE INC PRINTING/PUBLISHING ADMINISTRATION PRINTING/PUBLISHING W U PRINTING/PUBLISHING CO CO CO CO M CO CO CO CO SOUTHWEST NEWS MEDIA SOUTHWEST NEWS MEDIA SOUTHWEST NEWS MEDIA PRINTING/PUBLISHING PLANNING 0171.6336 SOUTHWEST NEWS MEDIA co co coN- 0) (0 co co O 0 0 IMPROVEMENTS/INFRASTRUCTURE CIF19-004-10 12TH AVENUE WEST 6865.6765 SRF CONSULTING GROUP INC IMPROVEMENTS/INFRASTRUCTURE CIF19-004-11 UNBRIDLED AVENUE 6880.6765 SRF CONSULTING GROUP INC rn N CO O CO N CO CM') v co 0) MEMBERSHIPS COMMUNITY CENTER CO v r CO 178.76 SROY, HUN Page 23 of 25 Council Check Register 0 D 00 U U C O .c C R a w 0 Total Amount 0 ti UNIFORMS/CLOTHING w U J 0 d w H co 0) 0 6.99 STREICHER'S rn 0 UNIFORMS/CLOTHING w U J 0 a GQ97 VEST 1,326.00 STREICHER'S WELLNESS PROGRAM PERSONNEL -PAYROLL 0123.6471 WELLNESS TORCH RUN REIMBURSEMENT 20.00 TATE, JEFF O O SOFTWARE -ANNUAL FEES w U J 0 a CLEAR FOR POLICE DEPT. 567.13 THOMSON WEST DAMAGE DEPOSIT PARK SERVICES co LO O O REFUND DEPOSIT- HOLMES PARK 100.00 TIEBEN, KIM O 0 O OTHER PROF SERVICES w U J 0 a GPS LOCATE 21019522 90.00 T-MOBILE USA INC O O TRAVEL/SUBSISTENCE RECREATION 407.95 TOBIN, JAY 0) 0) CO CO N. n O O O ▪ 61 O CO CO CO SAFETY SIGNS REMOVE 2X SIGNS TRAFFIC CONTROL EQUIPMENT INC SAFETY SIGNS TYPE D SIGNS TRAFFIC CONTROL EQUIPMENT INC N O O O? O LO r O N O O O 7 CO OTHER PROF SERVICES 4,646.52 TREASURE ENTERPRISE, INC N V O CLEANING SERVICES PARK SERVICES 0675.6326 443.88 TREASURE ENTERPRISE, INC co co UNIFORMS/CLOTHING UNIFORMS/CLOTHING w w 0 J J 0 0 a a CHAPLAIN UNIFORM POLO VALLEY SPORTS 0311.6212 JA91 SHIRTS VALLEY SPORTS O O O O N CO OTHER PROF SERVICES w U OTHER PROF SERVICES ICE ARENA N N N CO CO O O CO M CO O O O SOLICITOR BACKGROUND CHECKS VERIFIED CREDENTIALS INC BACKGROUND CHECK - M. VALIANT VERIFIED CREDENTIALS INC OTHER PROF SERVICES COMMUNITY CENTER 0674.6327 BACKGROUND CHECKS - CC VERIFIED CREDENTIALS INC OTHER PROF SERVICES RECREATION PROGRAMS BACKGROUND CHECKS - M. MOORE VERIFIED CREDENTIALS INC O c() O O O 0 W CO N M O) CO Page 24 of 25 Page 225 of 227 Council Check Register 0 O D 00 Go 0 0 0 .c5 c m 0 w 0 a c d 0 a OTHER PROF SERVICES SWMDTF - STATE GRANT 171.08 VERIZON WIRELESS BUILDING MAINT SUPPLIES FACILITIES VOSS LIGHTING BUILDING MAINT SUPPLIES VOSS LIGHTING co 0 0 o O o cc; i CD I, - cc? N 0 n OTHER PROF SERVICES a 0621.6327 MURAL ON THE TUNNEL 3,000.00 WALLS OF ART LLC 0 0 0 0 WELLNESS PROGRAM PERSONNEL -PAYROLL 0123.6471 WELLNESS TORCH RUN REIMBURSEMENT 20.00 WALTER, AMBERLY 0 0 TRAVEL/SUBSISTENCE SEPTEMBER MILEAGE 15.90 WECKMAN, KIM CON FERENCE/SCHOOL/TRAINING FIRE 2019 FEMA AFG DRY SUIT DIVE TRAINING FOR 2 WEMYSS, INC CONFERENCE/SCHOOL/TRAINING FIRE 2019 FEMA AFG DRIVE TRAINING SITE RENTAL WEMYSS, INC 0 0 0 rn o 0 ui N O 0 0 7 IMPROVEMENTS/INFRASTRUCTURE PR19-001 RIDGE CR PK- PLSL CH 6862.6765 RIDGE CREEK CONCRETE TESTING WSB & ASSOC INC IMPROVEMENTS/INFRASTRUCTURE CIF20-007 2020 STREET RECON WSB MATERIAL TESTING RECON WSB & ASSOC INC IMPROVEMENTS/INFRASTRUCTURE CIF 21-012/013 MILL & OVERLAY WSB MATERIAL TESTING WSB & ASSOC INC 0 0 0 0 0 5n O l() I- r w O V 0 u1 IMPROVEMENTS/INFRASTRUCTURE PR22-004 TH 169 PED. BRIDGE ENGINEERING/DESIGN CONSULTANTS SEWER MANAGEMENT ENGINEERING/DESIGN CONSULTANTS SURFACE WATER MANAGEMENT DEPOSITS PAYABLE I N_ N_ O u) r m m CO O O O N CO O m 0) I,- Cc-0 CO r r of WSB & ASSOC INC WSB & ASSOC INC WSB & ASSOC INC WSB & ASSOC INC 0 0 o cr) 0 0 o r O N NLci o ic) LO v N 0) 0) CO V WELLNESS PROGRAM PERSONNEL -PAYROLL 0123.6471 WELLNESS TORCH RUN REIMBURSEMENT 20.00 WYCKOFF, JEFF 0 0 N 0421.6362 101/STREET SIGNAL LIGHTS 458.68 XCEL ENERGY CO m CO 1,319,198.08 GRAND TOTAL Page 25 of 25 Page 226 of 227 Funds transferred electronically October 6, 2021 to October 19, 2021 PAYROLL $360,116.06 FIT/FICA $104,352.70 STATE INCOME TAX $22,478.62 PERA $114,602.03 HEALTH CARE SAVINGS $12,999.38 HEALTH SAVINGS ACCT $19,075.57 NATIONWIDE DEF COMP $10,665.16 ICMA DEFERRED COMP $2,917.60 MSRS $7,328.46 FSA $0.00 MN WAGE LEVY $0.00 Child Support $297.18 Total $654,832.76 Page 227 of 227