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2022.09.06 Council Meeting Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Sept. 2, 2022 City Council Meeting Schedule Tuesday, Sept. 6, 2022 Time Meeting Location 6 p.m. Economic Development Authority (EDA) meeting Council Chambers/ Zoom Immediately following the EDA meeting City Council work session to discuss: 1. Metropolitan Airports Commission and assessments. 2. Fence consortium. 3. Constituent issues update. 4. New business. 5. Announcements. Council Chambers/ Zoom 7 p.m. City Council meeting Council Chambers/ Zoom Immediately following the City Council meeting Continuation of City Council work session, if necessary Council Chambers/ Zoom The public may attend the meetings via Zoom by connecting to them through one of the methods identified below. Topic: Crystal Economic Development Authority meeting, City Council work session, City Council meeting, and continuation of City Council work session, if necessary. Time: Sept. 6, 2022 6 p.m. Central Time (US and Canada) Join Zoom Meeting https://us02web.zoom.us/j/89614341734?pwd=L0t4RGFibW5oVFlOV2U2VDloK0hSZz09 Meeting ID: 896 1434 1734 Passcode: 414141 One tap mobile +13092053325,,89614341734#,,,,*414141# US +13126266799,,89614341734#,,,,*414141# US (Chicago) Dial by your location +1 309 205 3325 US +1 312 626 6799 US (Chicago) +1 646 931 3860 US +1 929 205 6099 US (New York) +1 301 715 8592 US (Washington DC) +1 719 359 4580 US +1 253 215 8782 US (Tacoma) +1 346 248 7799 US (Houston) +1 386 347 5053 US +1 564 217 2000 US +1 669 444 9171 US +1 669 900 6833 US (San Jose) Find your local number: https://us02web.zoom.us/u/kbbZggNcdR Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. AGENDA ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL • REGULAR MEETING • TUESDAY, SEPTEMBER 6, 2022 6:00 P.M. CRYSTAL CITY HALL COUNCIL CHAMBERS 1. Call to order * 2. Roll call * 3. Approval of minutes from June 21, 2022 regular meeting 4. Consider a resolution adopting a proposed 2023 EDA budget and HRA tax levy 5. Property status update * 6. Other business * 7. Adjournment * *Items for which no materials are included in the packet Page 1 of 3 Minutes of the Economic Development Authority of the City of Crystal Regular Meeting Council Chambers June 21, 2022 1. Call to Order President Banks called the meeting of the Economic Development Authority of the City of Crystal (EDA) to order at 7:54 p.m. 2. Roll Call Upon call of the roll, the following Commissioners were present: Jim Adams, Brendan Banks, David Cummings, Therese Kiser, Nancy LaRoche and Olga Parsons. Commissioner John Budziszewski arrived at 8:23 p.m. The following staff were present: Executive Director Anne Norris, Deputy Executive Director John Sutter, City Planner Dan Olson and City Attorney Troy Gilchrist. 3. Approval of Minutes Moved by Commissioner Adams (LaRoche) to approve the minutes from the May 17, 2022 regular meeting and June 7, 2022 work session. Motion carried. 4. Consider a resolution supporting tax increment financing assistance for a multi-family housing project at 7000 57th Avenue North. Marty O’Connell of MWF Properties presented information about the proposed development. Staff presented information about the proposed resolution and requested board action. Moved by Commissioner Budziszewski (Kiser) to adopt the resolution supporting tax increment financing assistance for a multi-family housing project at 7000 57th Avenue North. Motion carried 4-3 with Commissioners Banks, Budziszewski, Cummings and Kiser voting aye and Commissioners Adams, LaRoche and Parsons voting no. 5. Property Status Update Staff updated the board on several current and potential projects:  5526 West Broadway (former Pizza Ranch space) - a potential restaurant and on-sale liquor business has signed a lease but no plans have been submitted. Page 2 of 3  5537 West Broadway (Target) - adding a solar array to the roof.  3501 Douglas Dr (Crystal Suite Living) - expecting to open in August, inviting EDA on a tour some evening TBD in late July.  227 Willow Bend (former Police Dept. Community Outreach Office) - Aqua Coin Laundry is retrofitting the space.  5208 Hanson Ct (former site of Crystal Auto Parts) - a contractor is looking to build an office/warehouse for their business, but no plans have been submitted.  5358 West Broadway (former Burger King) - Hyder Investments, which owns the Crystal McDonald’s and ten others around the metro, will renovate the building for their corporate office and employee training center.  3600 Douglas Dr (former Pizza Hut) - a retail user is exploring a purchase of the property but no plans have been submitted. President Banks mentioned that he, Commissioner Adams and Hennepin County Commissioner Lunde would be doing a walking tour of the Bass Lake Road businesses followed by a visit to the Elision Playhouse mural on July 13. 7. Other Business Commissioner LaRoche asked about the condition of commercial buildings in the city and specifically the metal wall panels of the Crystal Gallery Mall. Staff will check into it and start enforcement action if the panels’ condition is in violation. Staff will also continue to promote the largely vacant south part of the mall and the vacant Big O Tires building as a potential development site. 8. Adjournment Moved by Commissioner Budziszewski (Kiser) to adjourn the meeting. Motion carried. The meeting adjourned at 8:54 p.m. Page 3 of 3 These minutes of the June 21, 2022 meeting of the Crystal Economic Development Authority were approved by the Authority on ________________ ____, 20___. ______________________________ Brendan Banks, President ATTEST: ______________________________ Nancy LaRoche, Secretary Page 1 of 1 ___________________________________________________________________________ FROM: John Sutter, Community Development Director DATE: August 29, 2022 TO: Anne Norris, Executive Director (for September 6 EDA meeting) SUBJECT: Consider a resolution adopting a proposed 2023 HRA tax levy and EDA budget As part of the annual budgeting process, the EDA formally requests a Housing and Redevelopment Authority tax levy which would comprise most of its funding. The 2022 levy was $310,000. Staff is recommending a 2023 levy of $316,200 which is a 2% increase. Anticipated 2023 EDA activities:  One or more redevelopment projects in the Town Center redevelopment area  Expand branding and beautification efforts  Sale of properties currently being held by the EDA (proceeds increase the fund balance)  Home improvement grants for qualifying households located outside the redevelopment project area (not eligible for TIF funds) Adoption of the attached resolution is requested. Please note that, whatever levy amount is set, it may be reduced but cannot be increased when the final budget and tax levy are set in December. EDA STAFF REPORT Proposed 2023 HRA Tax Levy and EDA Budget Revenue 2020 Actual 2021 Actual 2022 Adopted 2023 Proposed Property Taxes - Adopted Levy 282,744$ 300,000$ 310,000$ 316,200$ Prior Years' Delinquent Taxes 1,191$ 1,471$ -$ -$ Special Assessments* 20,107$ 20,003$ -$ 32,834$ Interest Income 79,686$ (10,026)$ 8,000$ 8,000$ Miscellaneous Revenue -$ 273$ -$ -$ Total Revenue 383,728$ 311,720$ 318,000$ 357,034$ Expenditures 2020 Actual 2021 Actual 2022 Adopted 2023 Proposed Personnel Services 312,634$ 330,071$ 307,754$ 271,358$ Professional, Audit & Legal Services 17,163$ 8,160$ 20,000$ 26,000$ Contractual Services* 5,136$ 77,980$ 10,000$ 5,000$ Internal Service Fund Charges -$ 4,568$ 5,186$ 5,215$ Home Improvement Grant Program 40,511$ 91,470$ 24,150$ 25,300$ Branding and Beautification 10,550$ 12,228$ 12,300$ 20,050$ Miscellaneous Operating Expenses 3,127$ 2,437$ 5,000$ 5,000$ Total Expenditures 389,119$ 526,914$ 384,390$ 357,923$ Net Revenue Over (Under) Expenditures 2020 Actual 2021 Actual 2022 Adopted 2023 Proposed (5,392)$ (215,194)$ (66,390)$ (889)$ Cash Fund Balance at Year End 2020 Actual 2021 Actual 2022 Adopted 2023 Proposed Actual* / Forecast based on budget 2,438,443$ 2,310,250$ 2,243,860$ 2,242,971$ EDA Budget Detail *Proceeds from property sales go into the fund balance but do not show up as revenue. This means the year-to-year change in the cash fund balance may not match that year's net revenue over (under) expenditures. *Special assessments are the method of repayment for EDA financing of installation of fire protection systems. 2023 special assessment revenue is comprised of $20,000 from 6105 42nd Ave N and $12,834 from 5600 56th Ave N. *2021 contractual services expenditures included $64,170 for installation of a fire protection system at 5600 56th Ave N. ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL HENNEPIN COUNTY STATE OF MINNESOTA RESOLUTION NO. 2022 - 02 ADOPTING A PROPOSED 2023 BUDGET AND PROPERTY TAX LEVY AND REQUESTING THEIR APPROVAL BY THE CITY COUNCIL WHEREAS, the Economic Development Authority of the City of Crystal (the “EDA”) undertakes redevelopment and housing activities in the City of Crystal, Minnesota (the “City”); and WHEREAS, pursuant to authority granted by Minnesota Statutes, Section 469.02 and the enabling resolution of the EDA, the EDA exercises all of the powers of a housing and redevelopment authority (“HRA”) as described in Minnesota Statues, Section 469.001 to 469.047 (the “Act”); and WHEREAS, under Section 469.033 Subdivision 6 of the Act, an HRA is authorized to levy and collect special benefit taxes on all taxable property under the jurisdiction of the HRA, that is, property in the City; and WHEREAS, the permitted levy is 0.0185 percent of the estimated market value of the property in the City. NOW, THEREFORE, BE IT RESOLVED by the Economic Development Authority of the City of Crystal as follows: 1. The EDA hereby adopts a proposed 2023 budget for housing and redevelopment in the amount of $357,923. 2. The EDA hereby adopts a proposed 2023 property tax levy of $316,200 for the purpose of funding the adopted budget in conformance with Section 469.033, Subdivision 6 of Minnesota Statutes. 3. The Executive Director is authorized and directed to transmit a certified copy of this Resolution to the City Council of the City of Crystal for its consent and approval as provided by Section 469.033 of the Act and for certification to the Property Tax Manager of Hennepin County. Adopted this 6th day of September, 2022. _______________________________ Brendan Banks, President _______________________________ Anne Norris, Executive Director 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Sept. 2, 2022 City Council Work Session Agenda Tuesday, Sept. 6, 2022 Immediately following the Economic Development Authority meeting Council Chambers/Zoom Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the work session of the Crystal City Council was held on Tuesday, Sept. 6, 2022 at _____ p.m. in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, MN, and via Zoom. If the agenda items are not completed in time for the regular City Council meeting at 7 p.m., the work session will be continued and resumed immediately following the City Council meeting. The public may attend the meeting via Zoom by connecting to it through one of the methods identified on the City Council Meeting Schedule for Tuesday, Sept. 6, 2022. I. Attendance Council members Staff ____ Budziszewski ____ Norris ____ Sutter ____ Cummings ____ Therres ____ Serres ____ Kiser ____ Gilchrist ____ LaRoche ____ Elholm ____ Parsons ____ Larson ____ Adams ____ Ray ____ Banks ____ Revering II. Agenda The purpose of the work session is to discuss the following agenda items: 1. Metropolitan Airports Commission and assessments. 2. Fence consortium. 3. Constituent issues update. 4. New business. * 5. Announcements. * III. Adjournment The work session adjourned at ______ p.m. * Denotes no supporting information included in the packet. Auxiliary aids are available upon request to individuals with disabilities by calling the city clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. CCCRRRYYYSSSTTTAAALLL PPPOOOLLLIIICCCEEE DDDEEEPPPAAARRRTTTMMMEEENNNTTT “Service with Compassion, Integrity, & Professionalism” TO: Mayor and Council Members FROM: Stephanie K. Revering, Chief of Police Mark Ray, Public Works Director CC: Anne Norris, City Manager DATE: September 2, 2022 SUBJECT: FENCING WORKING GROUP ___________________________________________________________________________ MMEEMMOORRAANNDDUUMM BACKGROUND After the civil unrest occurred in the spring of 2020, the Hennepin Chiefs of Police Association discussed steps on providing security for our city’s infrastructure. In the spring of 2021, a significant number of public agency professionals (with police, fire, public works, and emergency management backgrounds) joined together to form a Fence Working Group to explore the identified challenges and develop a collective path forward. Based on the experience with civil unrest in Minneapolis and Brooklyn Center, the critical role that anti- scale fencing can serve for de-escalation and establishing a space for lawful protests became apparent. That said, it was also found that obtaining anti-scale fencing is a significant challenge due to a number of factors, as well as being very expensive. To respond to this identified need, a Fence Working Group was established. The Fence Working Group’s efforts have led to the formation of a Fencing Consortium. The Fencing Consortium is made up of local government agencies (members) that will; jointly contract with a fencing vendor for the availability, storage, maintenance, and transportation of anti-scale fencing (including vehicle gates and pedestrian doors). The Consortium will have, at a minimum, enough fencing for the largest police department building in the Consortium. However, the Consortium has the flexibility to increase the amount of fencing, gates, and doors as additional local governments join the Consortium. The intent of the Fencing Consortium is to provide anti-scale fencing within hours, not days, around potentially impacted government building(s) in response to a critical incident. The goal of the anti-scale fencing is to de-escalate the potential tensions and try to reduce/eliminate the non-tangibles associated with civil unrest such as: 1) Provide physical separation between law enforcement and protestors a. Promotes improved mental health environment for all (reduce PTSD) b. Pre-plan and standardize perimeter layout 2) Reduce the need for crowd control measures to be used a. Improved safety for all b. Minimize potential impact on adjacent properties c. Crowd control measures are seen as escalating d. Another tool for law enforcement facilitating peaceful protests 3) Create a space for protesting a. Not seen as officers vs. protestors, but protestors just protesting (including optics) b. Supports efforts to coordinate/communicate with specific protest groups and organizers ahead of time c. Improved distinction between legal protestors and “violent and destructive actors” (I) d. Officers in riot gear and with crowd control measures are more likely to be able to remain out of sight of legal protestors 4) Reduce resource demands committed to one location a. Local law enforcement agencies are too small to handle large-scale civil disturbance b. Potentially need fewer officers for security at the site c. Free up more resources to continue to respond to calls for service in impacted community d. Takes into consideration that protests may be protracted event The purpose and structure of the Fence Consortium is to provide experienced leadership for fence deployment operations across multiple jurisdictions in a unified command structure and coordinate during the deployment of anti-scale fencing. This includes considering and planning for operational logistics and tactical planning associated with fence deployment. The Fence Consortium itself is a multi-agency, pre-planned, coordinated resource management system to continue efforts to minimize multiple local and state agencies from being over- extended. FENCE DEPLOYMENT TEAM One of the biggest costs and factors for the deployment of any fence is the labor, equipment, and scheduling of staffing to setup the fence. Because of this the Working Group determined that the best way to meet these challenges is to use the existing Statewide Public Works Mutual Aid Pact to provide the labor and equipment needed to deploy the fence. Just like police and fire use existing mutual aid agreements during civil unrest, public works would do the same. One key reason for this is that the JPA can leverage these other existing mutual aid agreements when it comes to labor considerations. Each Consortium member would need to provide between 1 and 3 people who would be assigned to the Fence Deployment Team. This team would train 3 times a year (2 times in person) so that when the call to deploy the fence was made, everyone would be familiar with what needed to be done and it could be done as efficiently as possible. Each Consortium member would cover the costs, including if there was a deployment (likely overtime), of their staff on the Fence Deployment Team. Considerations will be made for really small public works departments (just a few members) or agencies with no public works staff. STATE FUNDING REQUEST The Fence Consortium has requested $5 million dollars from the State of Minnesota for the purchase of anti-scale fencing and associated vehicle gates and pedestrian doors. If obtained, the State funding for the purchase of anti-scale fencing for the Fencing Consortium will significantly reduce the on-going cost each Consortium member will pay for the storage, maintenance, and transportation of the anti-scale fence. This reduction in cost will improve equity in accessibility to this de-escalation and safety tool for communities across not only the Seven County Metro area, but also the state as a whole. PREREQUISITS Any agency participating in the Fence Consortium must be a member of the Statewide Public Works Mutual Aid Pact. Police and fire agency resources must be members of relevant mutual aid agreements. PROJECT COST Each member agency’s cost is pro-rated based on the footage of fencing needed for their location. Attachment • Fencing Consortium Joint Powers Agreement RECOMMENDED ACTION Motion authorizing the resolution adopting the Fencing Consortium Joint Powers Agreement 1 CR225-476-758705.v8 FENCING CONSORTIUM JOINT POWERS AGREEMENT THIS FENCING CONSORTIUM JOINT POWERS AGREEMENT (“Agreement”) is made and entered into by and among the Governmental Units identified in the attached Exhibit A (each a “Member” or collectively the “Members”). RECITALS A. The civil unrest and resulting negative impacts on mental health, damage to buildings, and a reduction in overall safety experienced in the Seven County Metropolitan Area in recent years has given rise to a need for communities to have ready access to anti- scalable fencing. The anti-scale fencing can be set up to protect public buildings, critical infrastructure, and other key locations to de-escalate tensions between law enforcement and protestors as well as reduce the need to rely on crowd control measures to protect such locations from violent and destructive actors. B. Appropriate fencing to serve this purpose is produced by few vendors, currently all of which are located outside of the state. C. This type of fencing is expensive and the delays associated with attempting to identify and secure the delivery of fencing during the response to a critical incident may result in unnecessary risks to personnel and public property. D. By pooling resources and working cooperatively, communities can access high quality fencing, trained personnel, and related resources to assemble it in as efficient manner as possible to support de-escalation measures with protestors and protect facilities from violent and destructive actors. AGREEMENT In consideration of the mutual agreements and understandings, and intending to be legally bound, the Members hereby agree as follows: ARTICLE I DEFINITIONS AND PURPOSE 1.1. Definition of Terms. For the purposes of this Agreement, the following terms shall have the meaning given them in this section. (a) Additional Member. “Additional Member” means a Governmental Unit that submits a Membership Resolution after the Effective Date and that the Board votes to accept as a Member of the Fencing Consortium. (b) Agreement. “Agreement” means this Fencing Consortium Joint Powers Agreement. 2 CR225-476-758705.v8 (c) Board. “Board” means the Fencing Consortium Joint Board established by this Agreement. (d) Call Out. “Call Out” means a request by a Requesting Member to the Board requesting the deployment of the Fencing. (e) Critical Incident. “Critical Incident” means an event or occurrence that occurs within a Governmental Unit that is reasonably anticipated to result in, or that does result in, civil unrest focused against one or more public buildings, infrastructure, or other critical site with the Governmental Unit. (f) Deployment Site. “Deployment Site” means the specific location at which the Fence is to be assembled. (g) Deployment Team. “Deployment Team” means the public works personnel or others assigned by each Member who are responsible for responding to requests by Members to assemble and disassemble the Fencing at a Member’s Deployment Site in accordance with its Fencing Preplan. (h) Deployment Team Manager. “Deployment Team Manager” is the member of the Deployment Team designated as supervisor and who has operational control over the deployment and demobilization of the Fencing. (i) Effective Date. “Effective Date” means the date this Agreement goes into effect and the date by which Original Members must adopt the Membership Resolution. The Effective Date is September 2, 2022. (j) Extended Membership Area. “Extended Membership Area” means the area established by the Board outside of the Seven County Metropolitan Area in which Governmental Units are eligible to request membership in the Fencing Consortium. (k) Fencing. “Fencing” means the non-scalable, portable, free-standing fence secured by the Board and made available to Members under this Agreement. (l) Fencing Preplan. “Fencing Preplan” means a plan developed by a Governmental Unit showing the general location and length of the Fencing needed and the type and location of gates within the Fencing. (m) Governmental Unit. “Governmental Unit” means a local government or other political subdivision of the State that is authorized under Minnesota Statutes, section 471.59 to enter into a joint powers agreement. The term also includes state agencies and joint powers entities that own a public building. (n) Lease. “Lease” means the lease agreement between the Board and the Vendor to secure the Fencing for the Fencing Consortium and that sets out the terms for the 3 CR225-476-758705.v8 storge, delivery, and maintenance of the Fencing. The Lease may also establish the use charge the Requesting Member is required to pay the Vendor for the actual use of the Fencing. (o) Member. “Member” means an Original Member or an Additional Member. The term is used generally in this Agreement to refer to an individual current member Governmental Unit or, in its plural form, to all current member Governmental Units. A Governmental Unit must remain in good standing under this Agreement to remain a Member of the Fencing Consortium. (p) Member Assessment. “Member Assessment” means the amount determined annually by the Board to pay the costs of the Fencing Consortium and which is invoiced to each Member. (q) Membership Resolution. “Membership Resolution” means the resolution form a Governmental Unit adopts to join the Fencing Consortium. Any resolution that is not substantively the same in all respects as the form resolution developed for membership shall not constitute a Membership Resolution. (r) Notification System. “Notification System” means the communications or alert system, or systems, selected by the Board to issue a Call Out for the deployment of the Deployment Team and Fencing to a Requesting Member’s Governmental Unit. (s) Original Member. “Original Member” means a Governmental Unit that completed all requirements to enter into this Agreement prior to the Effective Date. (t) Public Works Mutual Aid Pact. “Public Works Mutual Aid Pact” means the Public Works Joint Powers Mutual Aid Agreement, which was originally effective as of July 1, 2018 and is incorporated herein by reference. (u) Requesting Member. “Requesting Member” means a Member who makes a request to the Board for the deployment of the Fencing in its Governmental Unit. (v) Seven County Metropolitan Area. “Seven County Metropolitan Area” means the counties of Anoka, Carver, Dakota, Hennepin, Ramsey, Scott, and Washington. (w) Staging Area. “Staging Area” means the location identified for the Deployment Team to gather at in response to a Call Out before convoying to the Deployment Site. (x) Surcharge. “Surcharge” means the amount an Additional Member is required to pay to join the Fencing Consortium as determined by the Board. The Surcharge is in addition to the amount the Additional Member is required to pay based on the length of its Fencing needs as shown in its Fencing Preplan. The Surcharge 4 CR225-476-758705.v8 includes the amount the Member is to pay for the Member Assessment for the year in which the Governmental Unit becomes a Member and any buy-in costs as determined by the Board. (y) Vendor. “Vendor” means the fencing company selected to provide the Fencing to the Fencing Consortium. 1.2. Purpose. It is the general purpose of this Agreement to: (a) To establish the Fencing Consortium, the responsibilities of the Members toward the Fencing Consortium, and to establish the “Fencing Consortium Joint Board” to govern the Fencing Consortium and its operations; (b) To authorize the Board to obtain and provide for the storage and deployment of Fencing in response to a Critical Incident and for other purposes as provided in this Agreement and as determined by the Board; (c) To authorize the Board to negotiate and enter into an agreement with a Vendor to obtain the Fencing and provide for its storage, delivery to, and return from a Requesting Member’s Governmental Unit; (d) To authorize the Board to establish policies and procedures for the deployment of the Fencing, the training and deployment of the Deployment Team, and on other matters as needed to achieve the purposes of this Agreement; (e) To authorize the Board to determine the Governmental Units eligible for membership in the Fencing Consortium, including expanding the eligible territory as it determines is appropriate; and (f) To authorize the Board, upon deliberation and continued communication with the Members, to revise the initial structure of the Fencing Consortium over time as it may determine is in the best interests of the Members to do things such as moving from a leasing arrangement to purchasing the Fencing and to provide for its storage, maintenance, and transportation. ARTICLE II FENCING CONSORTIUM ESTABLISHED 2.1. Established. There is hereby established, by the execution of this Agreement, the “Fencing Consortium” as a joint powers entity formed pursuant to Minnesota Statutes, section 471.59, which is to be managed and operated by the Board pursuant to the terms of this Agreement. 2.2. Scope. This Agreement applies to those Governmental Units that are Members of the Fencing Consortium and provides for the operation of the Fencing Consortium by a Board of Directors elected as provided herein. 5 CR225-476-758705.v8 ARTICLE III MEMBERSHIP 3.1. Original Members. A Governmental Unit that adopts and submits the Membership Resolution to join the Fencing Consortium before the Effective Date shall be considered an Original Member under this Agreement. A Governmental Unit is eligible to be an Original Member of the Fencing Consortium if it satisfies all of the following: (a) Is a member of the Public Works Mutual Aid Pact; (b) Is within the Seven County Metropolitan Area; (c) Has submitted a Fencing Preplan prior to the Effective Date; and (d) Has properly adopted and submitted a Membership Resolution prior to the Effective Date. The Governmental Unit shall submit its Membership Resolution to the Chief of Police in the City of Crystal. The Membership Resolutions shall be transferred to the Board once it is formed. Membership Resolutions adopted after the Effective Date shall be sent to the Board. 3.2. Additional Members. After the Effective Date, a Governmental Unit may request to become an Additional Member of the Fencing Consortium if it satisfies the following: (a) Is a member of the Public Works Mutual Aid Pact; (b) Is located within the Seven County Metropolitan Area or within the Extended Membership Area as determined by the Board; (c) Submits a Fencing Preplan; (d) Submits the fully adopted Membership Resolution; and (e) The Board votes to accept the Governmental Unit as an Additional Member. Additional Members are required to pay a Surcharge to the Fencing Consortium in the amount determined by the Board, and to comply with such additional requirements as may reasonably be imposed by the Board. 3.3. Exception. The membership requirement to be a member of the Public Works Mutual Aid Pact is to establish a mechanism through which local public works staff can be utilized to assist in the mobilization and demobilization of the Fencing within the Governmental Unit. However, there are entities that do not have their own public works staff, desire to become a Member of the Fencing Consortium, and for which local support 6 CR225-476-758705.v8 can be provided through another Governmental Unit. Therefore, a Governmental Unit that does not have a public works department or public works employees is not required to be a member of the Public Works Mutual Aid Pact to be eligible to become a Member of the Fencing Consortium, provided the following are complied with to the extent applicable: (a) If the Governmental Unit is a joint undertaking among other Governmental Units, the community in which any of the Governmental Unit’s buildings are located and to which its Fencing Preplan applies must be a member of the Public Works Mutual Aid Pact; or (b) If the Government Unit relies on the county sheriff’s department as the primary source of law enforcement services, that county must be a member of the Public Works Mutual Aid Pact. 3.4. Requirement of Good Standing. Continued membership in the Fencing Consortium shall be contingent upon: paying the annual Member Assessment and any additional charges as determined by the Board as provided herein; making public works staff available to participate as members of the Deployment Team; and on-going compliance with the other requirements, terms, and conditions of this Agreement and the policies and procedures adopted by the Board. 3.5. Withdrawing from Membership. A Member may withdraw from the Fencing Consortium as provided in Article XI of this Agreement. ARTICLE IV FENCING CONSORTIUM JOINT BOARD 4.1. Established. There is hereby established the “Fencing Consortium Joint Board.” The Board shall consist of five Directors elected by the Members in accordance with this Article. Directors shall serve without compensation from the Fencing Consortium. The Director positions shall be assigned as follows: (a) Two Directors representing law enforcement; (b) One Director representing fire; (c) One Director representing public works; and (d) One Director representing emergency managers. 4.2. Initial Directors. The Board shall initially be comprised of the following Directors (“Initial Board”): 7 CR225-476-758705.v8 (a) Ryan Murphy, Commander, Special Operations Unit, Saint Paul Police Department and Ryan Seibert, Chief of Police, City of Chaska, representing law enforcement; (b) Ward Parker, Assistant Chief Operations, City of Eden Prairie, representing fire; (c) Daniel Ruiz, Director of Operations & Maintenance, City of Brooklyn Park, representing public works; and (d) Doug Berglund, Director, Emergency Management, Washington County Sheriff’s Office, representing emergency managers. The Initial Board shall be responsible for Organizing the Board and the Fence Consortium. The Initial Board shall conduct an election in 2022 for Members to elect three Directors to the Board. An election will then be held in 2023 for Members to elect the remaining two Directors to the Board. Those elected in 2022 shall assume their positions effective on January 1, 2023 and those elected in 2023 shall assume their positions on January 1, 2024. The Initial Board shall determine which positions are up for election in 2022 and 2023, except the two law enforcement Director positions shall be elected in separate years. 4.3. Director Eligibility. To be eligible to be elected to the Board a person must be currently employed by a Member and actively serving in the profession the person is proposed to represent on the Board. If a Director loses eligibility to continue serving on the Board, the position shall be deemed vacant and the vacancy filled as provided herein. 4.4. Term. Each Director serves a two-year term commencing on January 1. The terms shall be staggered to minimize the number of Directors up for election in the same year. The Initial Board shall determine the terms and the staggering of the positions as part of adopting the bylaws. A vacancy in the office of Director shall be filled by appointment of the Board until the next election, at which time the position shall be up for election for the remainder of the term. 4.5. Election of Directors. The annual election of Directors shall occur in accordance with this Agreement and the bylaws established by the Board. This process is not subject to federal, state, or local election laws or procedures. Instead, the intent is to provide a reasonable means for Members to nominate candidates and to select those whom they wish to serve on the Board. Each Member in good standing when the nomination process begins has an opportunity to nominate people from its Governmental Unit for any or all the open positions on the Board. All persons nominated to a position must be eligible to represent that position on the Board. The Board shall collect the nominations and prepare a ballot to be distributed among the Members for a vote. Each Member in good standing shall have one vote on each open position. A Member must determine for itself who is authorized to submit nominations and cast the vote on its behalf. The name of the Member submitting the ballot must be on the ballot. The Board shall tabulate the votes and provide the Members a list of the persons elected to the Board. The conducting of 8 CR225-476-758705.v8 the nomination and election process shall occur early enough in a year to allow the newly elected Directors to take their positions on the Board as of January 1. 4.6. Director Duties. Directors are responsible for carrying out the duties of the Board under this Agreement in a diligent and timely manner. If a Director fails to attend three consecutive Board meetings without reasonable cause, the Board may declare the office vacant and fill the position by appointment. The position will then be up for election at the next election for the remainder of the term. 4.7. Board Officers. Each year at its annual meeting the Board shall elect from among its Directors a Chair and a Vice-Chair. The Board shall also appoint a Secretary/Treasurer, which is not required to be selected from among the Directors. If the Secretary/Treasurer is not a Director, the person shall not have a vote. The Chair shall act as the presiding officer at Board meetings and the Vice-Chair shall act as the presiding officer in the absence of the Chair. The Secretary/Treasurer shall take the minutes of Board meetings and shall serve as the finance manager for the Fencing Consortium. The Board shall adopt by-laws to establish its own procedures, provided such procedures are consistent with the purposes of this Agreement. 4.8. Board Meetings. The Board shall hold regular meetings on the schedule as established in its bylaws. The Board may also hold special meetings as needed upon the call of the Chair or upon the written request of two Directors given to the Secretary/Treasurer. Meetings of the Board are subject to the Minnesota Open Meeting Law (Minnesota Statutes, chapter 13D). The Secretary/Treasurer shall inform all Directors of special meetings, maintain a schedule of the Board’s regular meetings, and shall post notice of any special meetings on the bulletin board designated by the Board for such notices or, if a bulletin board is not designated, upon the outside door of the building in which the Board meets. The Board may hold emergency meetings and such other meetings as allowed by law. The Board shall hold an annual meeting in January or in such other month as designated by the Board. The annual meeting may be held together with a regular meeting. 4.9. Voting. A majority of the Directors (three) shall constitute a quorum of the Board to meet and conduct the business of the Board. Each Director shall have an equal, non- weighted, vote. Unless specifically indicated otherwise herein, a majority vote of the Directors present at a meeting, if at least a quorum is present, shall be required for the Board to take action on any issue that comes before it. A Director must be present at a meeting to vote and shall not vote by proxy. A Director may be considered present and vote from a remote location to the extent allowed under Minnesota Statutes, chapter 13D. 4.10. Powers of the Board. (a) To take all actions necessary and convenient to discharge its duty to lease Fencing and to make it available to Members pursuant to the terms of this Agreement. 9 CR225-476-758705.v8 (b) Establish policies and procedures for requesting, deploying, using, demobilizing, and returning the Fencing, and on such other operational matters as the Board may determines is appropriate. This power includes, but is not limited to, further refining the definition of Critical Incident as may be needed and otherwise identifying situations in which deployment of the Fencing is automatic and when it is discretionary with the Board. (c) Authorize one or more of its Directors to receive request from a Requesting Member and to issue a Call Out of the Fencing to a Critical Incident in accordance with established policies and procedures. (d) Obtain the Fencing initially by lease, or purchase with State appropriation, and then determine over time whether to purchase part or all of the Fencing provided under this Agreement. If the Fencing is purchased, to provide for its storage and deployment. (e) Select the notification system for the Call Out. (f) To adopt bylaws and rules or policies consistent with this Agreement as required to effectively exercise the powers, or accomplish the purposes, of the Fencing Consortium; (g) To interpret and apply the provisions of this Agreement in a manner that furthers its purpose and intent including, but not limited to, determining the eligibility of a Governmental Unit to become a Member; (h) To adopt an annual operating and capital budget, including a statement of sources of funding and allocation of costs to Members; (i) To establish a system to communicate budget and other information of interest to Members; (j) To enter into contracts in its own name; (k) Contract with an auditing firm to perform financial audits of the Fencing Consortium as the Board determines is appropriate; (l) To purchase any insurance and indemnity or surety bonds as necessary to carry out the purposes of this Agreement; (m) To seek, apply for, and accept appropriations (including legislative appropriations), grants, gifts, loans of money or other assistance as permitted by law from any person or entity, whether public or private; (n) To sue; 10 CR225-476-758705.v8 (o) To annually charge and collect from Members a Member Assessment as needed to pay the on-going costs of the Fencing Consortium; (p) To determine and require the payment of a Surcharge by Additional Members joining the Fencing Consortium; and (q) To exercise all other powers necessary and incidental to carry out the purposes of this Agreement provided such powers are consistent with the purposes of the Agreement and are exercised in accordance with the applicable statutory powers of the Members. 4.11. Powers Not Delegated. The Members expressly reserve for themselves the following powers, which shall not be deemed delegated to, and may not be exercised by, the Board: (a) Hire employees; (b) Purchase real property; (c) Issue bonds; or (d) Undertake or otherwise perform any functions exceeding the general scope and purpose of this Agreement. 4.12. Specific Duties of the Board. The Board shall exercise the powers provided it under this Agreement to perform, in addition to the other duties provided for in this Agreement, the following specific duties: (a) Lease Fence. The Board shall enter into a Lease with the Vendor to obtain the Fencing and trailer(s) for transporting the Fencing. The Board shall ensure it secures and maintains a sufficient length of Fencing to cover the Member with the longest Fencing lengths as shown on the Fencing Preplans, rounded up to the nearest 500 feet. Initially, the Board shall base the amount of Fencing on the Fencing Preplans submitted by the Original Members. As Additional Members join the Fencing Consortium, the Board shall consider the Fencing needs and may secure additional Fencing as it determines is needed. (b) Fence Storage and Transport. The Lease shall require the Vendor to store the Fencing at a location agreeable to the Board, deliver the Fencing to the identified Staging Area upon the Board’s request within the response timeframe identified in the Lease, and to address other transportation needs as specified in the Lease. (c) Select Notification System. The Board shall select a Notification Systems that will be used by Directors to Call Out the Deployment Team to a Requesting Member’s Governmental Unit. 11 CR225-476-758705.v8 (d) Reports. The Board shall prepare and distribute such reports to the Members as the Board determines are necessary to keep them informed of the Fencing Consortium’s activities. The Board shall determine the best method for distributing such reports. 4.13. Office. The initial office of the Fencing Consortium shall be selected by the Board. The Board may change the location of the office as it determines is appropriate. The Board will hold its meetings at the designated office, but may also meet at such other locations as it determines appropriate to carry out its duties. 4.14. Disbursements. Except as otherwise provided, all unbudgeted disbursements and expenditures of the Fencing Consortium shall be approved by the Board. All checks issued by the Fencing Consortium from its funds shall be co-signed by two Directors designated by the Board. 4.15. Fiscal Agent. The Board may appoint, and enter into agreements with, a fiscal agent for the Fencing Consortium and may change the fiscal agent from time to time as it deems necessary. The fiscal agent may be a Member Governmental Unit. The Board may delegate authority to the fiscal agent to act on its behalf as the Board deems appropriate and in accordance with applicable laws. ARTICLE V DEPLOYMENT OF THE FENCING 5.1. Automatic Deployment. The Fencing shall be made available for automatic deployment upon the occurrence of a Critical Incident in a Member’s Governmental Unit. The Requesting Member shall notify a Director of a Critical Incident and a Director shall utilize the designated Notification System to Call Out the Deployment Team for deployment of the Fencing. The Deployment Team shall then respond to the Requesting Member to unload and assemble the Fencing at the Deployment Site. The process to request deployment and demobilization of the Fencing shall occur in accordance with this Agreement and the policies and procedures adopted by the Board. The Deployment Team Manager shall be responsible for coordinating the deployment and demobilization of the Fencing. 5.2. Requesting Member Obligations. A Requesting Member requesting deployment of the Fencing for a Critical Incident occurring in the Member’s jurisdiction shall be responsible for the following: (a) Providing security for the Deployment Team while it is conducting its work at the Deployment Site; (b) Provide any equipment that may be needed to deploy or demobilize the Fencing that is not provided by the Vendor; 12 CR225-476-758705.v8 (c) Pay the Vendor charges for the actual use of the Fencing. Such payments are to be made directly to the Vendor unless directed otherwise by the Board; (d) Providing food, water, first aid, and similar support to the Deployment Team as may reasonably be needed; (e) Contacting the Board or the Board’s designee if there are any issues with the Fencing once it is in place; and (f) Complying with Board policies and procedures applicable to a Requesting Member, including avoiding any activities that may unreasonably damage the Fencing or expose the Deployment Team to an unreasonable risk. 5.3. Discretionary Deployment. A Member may make a request to the Board for the deployment of the Fencing in the Member’s Governmental Unit for an event or occurrence other than a Critical Incident. The deployment of the Fencing for something other than a Critical Incident is left to the sole discretion of the Board. The Board shall consider all such requests at a meeting and determine whether to approve the Member’s request. The Board shall adopt criteria or standards for determining when to allow the discretionary deployment of the Fencing and the requesting Member’s obligations if the request is approved. The Board may delegate the authority to one or more Directors to determine whether to allow the discretionary deployment of the Fencing based on the criteria established by the Board. 5.4. Non-Member Deployment. The Board shall adopt standards and requirements for determining whether to allow the deployment of the Fencing in response to a Critical Incident that occurred in a non-member Governmental Unit. Nothing in this Agreement obligates the Fencing Consortium to deploy the Fencing to a non-member Governmental Unit. 5.5. No Guarantee. The Members understand and agree the deployment of the Fencing by the Deployment Team is a cooperative undertaking and that the Fencing Consortium cannot guarantee a certain response time or make any representations or warranties regarding response times, the Fencing, its assembly, or effectiveness. The Deployment Team will endeavor to respond as quickly as possible to a Critical Incident and to place the Fencing as shown in the Requesting Member’s Fencing Preplan as provided in this Agreement and in accordance with Board policies and procedures. 5.6. Demobilization. The Member who receives the Fencing in response to a Critical Incident shall work with the Fencing Consortium to determine when to initiate the demobilization of the Fencing from the Deployment Site. For a discretionary deployment of the fence, the demobilization date shall be determined prior to the deployment. The Deployment Team shall be responsible for disassembling the Fencing as part of the demobilization. The Board shall establish such procedures and policies as may be needed to address the demobilization of the Fencing. The Board has the authority to recall the Fencing from a Member if it determines there is a more critical need for the Fencing in 13 CR225-476-758705.v8 another Governmental Unit that cannot be fulfilled by the remaining Fencing held by the Fencing Consortium. ARTICLE VI MEMBERSHIP COSTS AND ASSESSMENTS 6.1. Original Member Costs. Each Original Member shall be responsible for paying a share of the Fencing costs based on the length of fence indicated in its Fencing Preplan as a percentage of the total amount of initial Fencing to be leased by the Board. The Board shall determine the amount each Original Member is required to pay and provide each an invoice together with a sheet showing the division of costs. Invoice shall be paid within 45 days of receipt. 6.2. Additional Member Costs. Each Additional Member shall be required to pay their share of the Fencing costs calculated as if they were an Original Member. Each Additional Member shall also be required to pay a Surcharge in the amount determined by the Board. The Surcharge is to pay the Additional Member’s portion of the Member Assessment, any buy-in costs to cover a share of the Fencing and related costs, and to partially reimburse the costs paid by the existing Members. The Board shall apply the buy-in amounts collected to reduce the future charges to the existing Members. 6.3. Member Assessments. In addition to the initial Fencing costs each Member is required to pay, Members shall also be assessed for the on-going costs to operate and maintain the Fencing Consortium. These operational costs will be divided based on the Fencing costs formula and paid by each Member as a Member Assessment. The formula shall take into account the total length of Fencing held by the Fencing Consortium and then divided by the length of each Member’s Fencing needs as indicated in the Fencing Preplan. The Board shall, as part of the annual budget, determine the total amount of the Member Assessments and the specific amount to be assessed each Member to pay the anticipated Fencing Consortium costs in the upcoming year. 6.4. Payment of Member Assessments. The Fencing Consortium shall invoice Members for their Member Assessment amount for the upcoming year. Invoices are to be sent no later than January 15th in the year for which the assessment is being imposed. Members shall pay their invoices in full within 45 days from the date of the invoice. 6.5. Default. Any Member who breaches or otherwise fails to comply with the terms and conditions of this Agreement including, but not limited to, failure to pay its Member Assessment in full by the due date, shall be considered in default of this Agreement. Any dispute regarding whether a Member is in default shall be determined by a vote of the Board. A Member shall not be considered in default until it has been notified in writing by the Board of the condition placing it in default. The notice of default shall indicate the Member is not in good standing and may be expelled if the default is not cured within 90 days. If a Member fails to fully cure a default within 90 days of the notice of default, the Board may issue a written notice of expulsion from the Fencing Consortium. Upon such notice, the Governmental Unit is no longer a Member of the Fencing Consortium as if the 14 CR225-476-758705.v8 Governmental Unit voluntarily elected to terminate its membership in the Fencing Consortium as provided herein. ARTICLE VII MEMBER STAFFING REQUIREMENTS 7.1. Public Works Staff. Each Member is expected to assign member(s) of its public works staff to serve on the Deployment Team to train with the Fencing and to participate in the unloading, assembly, and demobilization of the Fencing at a Deployment Site. The providing of public works staff is through the Public Works Mutual Aid Pact and is at each Member’s own cost. 7.2. Training. The Deployment Team shall train with the Fencing at least three times a year to familiarize the Deployment Team with the Fencing and to help ensure its rapid assembly at a Deployment Site in response to a Call Out. The Board shall work with the Deployment Team to determine a reasonable training schedule that does not negatively impact their regular duties. 7.3. Employees. The members of the Deployment Team are not employees of the Fencing Consortium. The assigned members shall remain employees of their Governmental Unit for all purposes including, but not limited to, workers’ compensation coverage. 7.4. Equipment. Any damage to or loss of Member equipment utilized by the Deployment Team shall be addressed as provided in the Public Works Mutual Aid Pact. 7.5. Liability. Liability for the acts of the Deployment Team when responding to a Call Out shall be addressed in accordance with the terms of the Public Works Mutual Aid Pact. For the purposes of the Public Works Mutual Aid Pact, the Requesting Member shall be the “Requesting Party” and each of the Members assigning personnel to the Deployment Team shall be a “Sending Party.” ARTICLE VIII BUDGETING AND FINANCIAL REPORTING 8.1. Fiscal Year. The fiscal year of the Fencing Consortium is the calendar year. 8.2. Annual Budget. The Board shall prepare and adopt an annual budget as provided in this section. (a) Proposed Budget. The Board shall prepare and approve a proposed budget for the upcoming fiscal year. The proposed budget shall account for all anticipated costs in 15 CR225-476-758705.v8 the upcoming year and indicate the amounts proposed to be assessed to the Members. (b) Notice to Members. The Board shall adopt a proposed budget and distribute it to the Members by no later than June 1st each year. Members may submit written comments to the Board regarding the proposed budget by no later than July 1 st. (c) Final Budget. The Board shall consider the comments received from Members and shall act to adopt a final budget by no later than August 31st. The Board shall distribute a copy of the adopted annual budget to the Members. To reduce administrative costs given the potential number of Members, the Board may send notices and otherwise communicate with Members using email messages in lieu of mailing. ARTICLE IX INSURANCE AND INDEMNIFICATION 9.1 Insurance. The Fencing Consortium shall purchase and maintain such insurance policies as the Board determines is necessary and appropriate to cover the Fencing Consortium, the Board, its operations, and, if required, the Fencing. By purchasing insurance the Members, the Fencing Consortium, and the Board do not waive, and shall not be construed as having waived, any exemptions, immunities, or limitations on liability provided by any applicable Minnesota Law, including Minnesota Statutes, Chapter 466 and section 471.59, subdivision 1a. Any uninsured liabilities incurred by the Fencing Consortium shall be paid by the Members in the same percentage as their Member Assessments as set out in this Agreement. 9.2 Director Indemnification. The Fencing Consortium shall defend and indemnify its Directors from any claim or damages levied against a Director arising out of the Director’s lawful acts or omissions made or occurring in the good faith performance of their duties on the Board. The Fencing Consortium is not required to indemnify a Director for any act or omission for which the Director is guilty of malfeasance, willful neglect of duty, or bad faith. 9.3 Member Indemnification. The Fencing Consortium shall hold the Members harmless, individually and collectively, and will defend and indemnify the Members for any claims, suits, demands or causes of action for any damages or injuries based on allegations of negligence or omissions by the Fencing Consortium. The Fencing Consortium’s duty to indemnify does not constitute, and shall not be construed as, a waiver by either the Fencing Consortium or any or all Members of any exemptions, immunities, or limitations on liability provided by law or of being treated as a single governmental unit as provided in Minnesota Statutes, section 471.59, subdivision 1a. 9.4 Liability. To the fullest extent permitted by law, this Agreement and the activities carried out hereunder thereof are intended to be and shall be construed as a “cooperative activity” and it is the intent of the Members that they, together with the Board, shall be 16 CR225-476-758705.v8 deemed a “single governmental unit” for the purposes of liability, all as set forth in Minnesota Statutes, section 471.59, subdivision 1a. For purposes of the statute, each Member to this Agreement expressly declines responsibility for the acts or omissions of the other Members. SECTION X DISPUTE RESOLUTION 10.1 Dispute Resolution Process. The Members agree to engage in good faith to attempt to resolve any disputes that may arise over the establishment, operation, or maintenance of the Fencing Consortium. If a dispute is not resolved informally, the Members agree to use the following process to attempt to resolve any dispute they may have related to the Fencing Consortium. (a) Written Notice of Dispute. Any Member with a dispute regarding the Fencing Consortium or the Board may submit a written explanation of its dispute to the Fencing Consortium and to each Member. The Board shall make the email list of Members available for the purpose of providing this notice. The explanation of the dispute must be detailed, not repetitive of a dispute already addressed by the Board regarding the same Member, relate directly to a matter within the scope of the Fencing Consortium or of the Board’s powers, and must suggest a solution. (b) Review and Response by Board. Upon the Fencing Consortium’s receipt of a written dispute it shall be placed on the agenda of the Board’s next scheduled regular meeting for consideration. The Board shall respond in writing to all properly submitted disputes within three months and shall provide each Member a copy of its response. (c) Mediation. If the Member with the dispute is not satisfied with the Board’s response, it may file a written request with the Board for mediation. If the Member and the Board are not able to mutually agree on a mediator, the Member and the Board shall each select a mediator and the two mediators shall select a third. Each party to the mediation shall be responsible for the cost of the mediator it selected and shall share equally in the costs of the mediation and of the third mediator. (d) Binding Arbitration. If the dispute is not resolved in mediation, the aggrieved Member and the Board may agree to submit to a binding arbitration process. The arbitration shall be conducted in accordance with Minnesota Statutes, chapter 572B following the Commercial Arbitration Rules of the American Arbitration Association, unless the Board and the Member agree to follow different rules. The Members and the Board agree the decision of the arbitrator shall be binding on the Fencing Consortium and its Members. 17 CR225-476-758705.v8 SECTION XI WITHDRAWAL OF A MEMBER 11.1 Process. A Member may withdraw from the Fencing Consortium by providing written notice to the Board of its intent to withdraw. To avoid a withdrawal from interrupting the on-going payments for the costs of the Fencing, the effective date of the withdrawal will depend on its timing with respect to the Board’s work to set the budget for the upcoming year. If the Board receives the withdrawal notice prior to May 1st in a year, the effective date of the withdrawal will be December 31st of the same year. If the Board receives the notice after May 1st, the withdrawal will be effective December 31st of the following year. 11.2 Effect of Withdrawal. The withdrawing Member shall be responsible for paying its full Member Assessment for the full year in which the withdrawal is effective. Recognizing the Fencing Consortium is an ongoing concern, the Members agree the withdrawing Member shall not receive any reimbursement of the amounts it has paid and is not entitled to any share in the assets of the Fencing Consortium. Upon the effective date of the withdrawal, the former Member shall no longer be considered a Member under this Agreement. SECTION XII DISSOLUTION OF FENCING CONSORTIUM 12.1 Dissolution Process. The Fencing Consortium may only be dissolved by a joint resolution approved by four-fifths of the then current Members or by a unanimous vote of the entire Board on a dissolution resolution. Dissolution shall not be effective for at least six months from the adoption the resolution unless an earlier dissolution date is approved as part of the resolution. Prior to the effective date of the dissolution, the Board shall use the Fencing Consortium’s assets to pay its outstanding obligations. If the assets on hand are not sufficient to pay all outstanding obligations, the Board shall impose a Member Assessment to collect sufficient funds to pay the outstanding amounts. The Board shall divide the amount needing to be collected by a Member Assessment using the same formula for other Member Assessments. The Fencing Consortium shall not be finally dissolved until its outstanding obligations are paid in full. 12.2 Distribution of Assets and Property. Upon dissolution, the Board shall distribute any remaining assets to the Members in proportion to the Member Assessment of each Member in effect as of the date of dissolution. The Board shall have the power to determine the best method for distributing the assets and to decide any disputes that may arise among the Members concerning such distribution. SECTION XIII MISCELLANEOUS PROVISIONS 13.1 Official Copy. This Agreement is being entered into through the adoption by each Member and the Membership Resolution. The Board shall maintain the official copy of this Agreement and maintain a list of the Original Members and the Additional Members. 18 CR225-476-758705.v8 The official copy shall constitute the Agreement, which shall be binding on all of the Members. 13.2 Data Practices. The Fencing Consortium shall comply with the requirements of Minnesota Statutes, chapter 13, the Minnesota Government Data Practices Act (“Act”). The Vendor shall be required to comply with the Act as provided in Minnesota Statutes, section 13.05. The Vendor shall be required to notify the Board if it receives a data request and to work with the Fencing Consortium to respond to it. 13.3 Notices. Any notice required or permitted to be given to the Fencing Consortium under this Agreement shall be given in writing, and shall be sent by first class mail to its current address. Notice to each Member shall be given in writing by first class mail or email to the Member’s chief of police or other designated contact person. 13.4 Waiver. The delay or failure of any party of this Agreement at any time to require performance or compliance by any other party of any of its obligations under this Agreement shall in no way be deemed a waiver of those rights to require such performance or compliance. 13.5 Governing Law. The respective rights, obligations and remedies of the parties under this Agreement and the interpretation thereof shall be governed by the laws of the State of Minnesota which pertain to agreements made and to be performed in the State of Minnesota. 13.6 Headings and Captions. The headings and captions of these paragraphs and sections of this Agreement are included for convenience or reference only and shall not constitute a part hereof. 13.7 No Third-Party Rights. This Agreement is entered into for the sole benefit of the Members and no other parties are intended to be direct or incidental beneficiaries of this Agreement, and no third party shall have any right in, under, or to this Agreement. 13.8 Good Faith. Each Member shall act in good faith. In exercising its rights and fulfilling its obligations under this Agreement, each party acknowledges that this Agreement contemplates cooperation between and among the parties. 13.9 Entire Agreement. This Agreement, including the recitals and all of the Membership Resolutions, contains the entire understanding between the Members concerning the subject matter hereof. 13.10 Amendments. Amendments to this Agreement may be proposed by the Board or by at least 10% of the Members submitting a proposed amendment to the Board. The Board shall forward proposed amendments to the Members in the form of an amendment resolution. The Board will only forward amendments proposed by Members if it determines the proposed amendments are lawful and not contrary to the primary purposes of this Agreement. Members adopting the amendment resolution shall return a copy of 19 CR225-476-758705.v8 the executed resolution to the Board. A proposed amendment shall be considered approved if the amendment resolution is adopted by at least 90% of the then current Members. 13.11 Examination of Books. Pursuant to Minnesota Statutes, section 16C.05, Subd. 5, the books, records, documents and accounting procedures and practices of the Fencing Consortium and the Vendor are subject to examination by the State. Members may examine the financial records of the Fencing Consortium upon reasonable request. 13.12 Recitals and Exhibits Incorporated. The recitals contained herein, and the Membership Resolutions, are incorporated in and made part of this Agreement. IN WITNESS WHEREOF, the Members have, by adoption and execution of the Membership Resolution, entered into this Agreement as of the Effective Date or, if an Additional Member, as of the date of acceptance by the Board of the Membership Resolution. [A list of all Members is maintained by the Fencing Consortium.] RESOLUTION ADOPTING THE FENCING CONSORTIUM JOINT POWERS AGREEMENT Resolution No. _________ WHEREAS, the governmental units in the state have experienced an increase in incidences of civil unrest with violent and destructive actors who pose a threat to the public, public personnel, buildings, and critical infrastructure; and WHEREAS, the First Amendment of the United States Constitution protects the freedom of speech, the press, and the right of the people peaceably to assemble, and to petition the government for a redress of grievances; and WHEREAS, recent experience has shown that the use of anti-scale fencing has greatly de- escalated tension between law enforcement and protesters; and WHEREAS, by de-escalating the tension, the anti-scale fencing helps to reduce the trauma on the community, improve the safety for all, minimize the impact on neighboring properties, and reduce the community resources that have to be committed to such events; and WHEREAS, governmental units have recognized the need to have ready access to anti- scalable fencing as a tool for de-escalation and community safety while protecting against violent and destructive actors; and WHEREAS, the best means for a governmental unit to access such fencing in a timely and cost-effective manner is to work cooperatively with other governmental units; and WHEREAS, the Fencing Consortium Joint Powers Agreement (“Fencing JPA”), which is incorporated herein by reference, establishes a joint board to obtain and make available to members anti-scalable fencing in response to critical incidences, sets out the powers of the joint board, requires members to pay their share of the fencing costs and operational costs of the Fencing Consortium, requires members to provide staffing to assemble and disassemble the fencing as part of the Public Works Mutual Aid Pact, and otherwise provides for the operation of the Fencing Consortium as a joint powers entity; and WHEREAS, the governmental unit is a member of the Public Works Mutual Aid Pact and is otherwise eligible to adopt the Fencing JPA; and WHEREAS, it is in the best interests of the community to become a member and participate in the Fencing Consortium. NOW, THEREFORE, BE IS RESOLVED, by the governing body as follows: 1. The Fencing JPA is hereby approved and adopted. 2. The [City Administrator/Manager] is authorized and directed to make nominations and to cast votes on persons to be elected to the Fencing Consortium Board of Directors. 3. Staff are authorized and directed to do each of the following: a. Submit a fully executed copy of this Resolution as directed in the Fencing JPA to indicate membership in the Fencing Consortium; b. Designate a primary and secondary point of contact for the Fencing Consortium for administrative purposes. c. Coordinate with the other Fencing Consortium members and the Board on the selection of staff from the public works department to serve on the fencing deployment team; and d. To take such other actions as may be needed to carry out the intent of this Resolution and as may be required under the terms of the Fencing JPA. Adopted this ___ day of ______________ 2022. _____________________________ Attest:________________________ Page 1 of 4 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Sept. 2, 2022 City Council Meeting Agenda Tuesday, Sept. 6, 2022 7 p.m. Council Chambers/Zoom Meeting The city manager’s comments are bolded. 1. Call to Order, Roll Call and Pledge of Allegiance 2. Approval of Agenda The Council will consider approval of the agenda. 3. Appearances 3.1 Police Chief Revering will present police awards.* 4. Consent Agenda The Council will consider the following items, which are routine and non-controversial in nature, in a single motion: 4.1 Approval of the minutes from the following meetings: a. The City Council special meeting on Aug. 16, 2022. b. The City Council regular meeting on Aug. 16, 2022. c. The City Council regular work session on Aug. 16, 2022. d. The City Council regular work session on Aug. 18, 2022. 4.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 4.3 Adoption of a resolution accepting a donation. 4.4 Adoption of a resolution amending the approved tree list. 4.5 Approval of the city manager position profile and recruitment process timeline. 5. Open Forum (The City Council appreciates hearing from citizens about items of concern and desires to set aside time during each meeting for Open Forum. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to ten minutes. The Mayor may, as presiding officer, extend the total time allowed for a topic. By rule, no action may be taken on any item brought before the Council during Open Forum. The Council may place items discussed during Open Forum onto subsequent council meeting agendas). Page 2 of 4 6. Public Hearing 6.1 The Mayor will open a public hearing to receive comment, and the Council will consider a resolution vacating an alley easement at 5256 West Bdwy. Ave. There is an unimproved alley easement on the property at 5256 West Bdwy. Ave. As part of the project to combine the four lots, including 5256 West Bdwy. Ave., for an apartment building, this easement should be vacated. After the public hearing, recommend adoption of the resolution vacating this easement, contingent upon approval of the plat (agenda item 7.3). 7. Regular Agenda 7.1 The Council will consider approval of disbursements over $25,000 submitted by the finance department to the City Council, a list that is on file in the office of the finance department. Recommend approval of disbursements over $25,000. 7.2 The Council will consider resolutions approving the 2023 preliminary budget and levies. At its August work sessions, the City Council reviewed the 2023 preliminary budget and levies. The overall 2023 levy is proposed to increase 9.5%. Based on the Council direction at the Aug. 18 work session, recommend adoption of the resolutions approving the 2023 preliminary budget and levies. 7.3 The Council will consider a resolution approving a lot consolidation at 5232 – 5256 West Bdwy. Ave. A developer is proposing the purchase of four lots at 5232 – 5256 West Bdwy. Ave. for consolidation into one lot for an apartment building. The lot consolidation is a condition of the rezoning approval for this lot (next agenda item). Recommend adoption of the resolution approving this lot consolidation. 7.4 The Council will consider the second reading of an ordinance rezoning 5240 West Bdwy. Ave. to TC-PD for a 58-unit apartment building (5240 Apts) and a resolution authorizing summary publication of the ordinance. At its Aug. 16 meeting, the Council approved the first reading of an ordinance rezoning 5240 West Bdwy. Ave. to TC-PD for an apartment building. Recommend approval of the second reading of this ordinance and adoption of the resolution authorizing summary publication of the ordinance. 7.5 The Council will consider the second reading of an ordinance amending City Code Chapter V, Unified Development Code, and a resolution authorizing summary publication of the ordinance. At its Aug. 16 meeting, the Council approved the first reading of an ordinance amending Chapter V (Unified Development Code) of the City Code. Recommend approval of the second reading of the ordinance amending Chapter V and adoption of the resolution authorizing summary publication of this ordinance. Page 3 of 4 7.6 The Council will consider the second reading of an ordinance amending City Code Chapter IV, Subsection 400.17 (numbering of buildings) and a resolution authorizing summary publication of the ordinance. At its Aug. 16 meeting, the City Council approved the first reading of an ordinance amending Subsection 400.17 of the City Code regarding numbering of buildings. Recommend approval of the second reading of this ordinance and adoption of the resolution authorizing summary publication of the ordinance. 7.7 The Council will consider resolutions approving the purchase of two replacement dump trucks. The Fleet Fund includes funds for replacement vehicles. Recommend adoption of the resolutions approving the purchase of two replacement dump trucks (one to replace one that was ordered earlier and then the order was cancelled by the supplier, and one for a 2023 replacement). 7.8 The Council will consider a resolution authorizing professional services for the 2023 Utility Reconstruction project. Design and cost estimating for the 2023 Utility Reconstruction project needs to start soon. Recommend adoption of the resolution authorizing professional services for the 2023 Utility Reconstruction project. 7.9 The Council will consider a resolution declaring the amount to be assessed, ordering the preparation of the assessment roll, and setting a date for the public hearing for the 2022 Utility Reconstruction private sanitary sewer service repairs. As part of the Utility Reconstruction project, property owners can have private sanitary sewer service repairs completed and be assessed for that work. In this year’s project we had several property owners have this work done and a public hearing on assessing those costs needs to be scheduled. Recommend adoption of the resolution declaring the amount of these improvements to be assessed, ordering the preparation of the assessment roll and setting the date of Oct. 3 for the public hearing for these private sanitary sewer service repairs. 7.10 The City Council will consider a resolution authorizing the purchase of a replacement street sweeper. In 2021, one of the city’s street sweepers caught fire and has been out of commission since then. The League’s Insurance Trust just notified staff that the sweeper will be totaled out and the city will receive a lump sum payment. Recommend adoption of the resolution authorizing the purchase of the replacement street sweeper. 7.11 The Council will consider a resolution awarding a contract for improvements to the administration side of City Hall. Page 4 of 4 Earlier this year, the City Council approved the purchase of replacement furniture for the administration side of City Hall, once the police are moved into their new space. Since some of the work spaces will be reconfigured, electrical work is needed with the new cubicles. While the administrative side is empty of furnishings, it makes sense to replace the carpet (included in the Capital Building Fund) and repaint walls. Recommend adoption of the resolution awarding a contract for improvements to the administration side of City Hall. 7.12 The Council will consider the 2021-2022 contract with Law Enforcement Labor Services (LELS), Local 56 (police supervisors). As the Council recalls, the 2021-2022 contract with LELS, Local 56 (police supervisors) was outstanding and the matter went to arbitration. The arbitrator awarded the bargaining unit the same wage increases (2% for 2021 and 2022) and health insurance increases as other employees. Recommend approval of the 2021 – 2022 contract with LELS, Local 56 (police supervisors). 8. Announcements a. The City Council will hold a work session on Thursday, Sept. 8 at 7 p.m. in the Council Chambers at City Hall and via Zoom. b. The City Council will hold a special work session on Monday, Sept. 12 at 6:30 p.m. in the Council Chambers at City Hall and via Zoom. c. The next City Council meeting is Tuesday, Sept. 20 at 7 p.m. in the Council Chambers at City Hall and via Zoom. d. City Council meetings and work sessions are open to the public. Current and previous meetings are available for viewing and listening at www.crystalmn.gov. 9. Adjournment Have a safe, happy Labor Day weekend; City offices are closed on Monday, Sept. 5. See you at Tuesday’s meeting. Crystal City Council special meeting minutes Aug. 16, 2022 Page 1 of 1 1.Call to Order Pursuant to due call and notice thereof, the special meeting of the Crystal City Council was held on Aug. 16, 2022 at 6 p.m. at the Crystal Community Center in the Forest Room, 4800 Douglas Dr. N., Crystal, MN, and via Zoom. Mayor Adams called the meeting to order. Roll Call Mayor Adams asked the city manager to call the roll for elected officials. Upon roll call, the following attendance was recorded: Council members present: Adams, Banks, Budziszewski, Cummings, Kiser and LaRoche. Council Member Parsons was absent. City staff present: City Manager A. Norris, City Attorneys T. Gilchrist and P. Reuvers, Community Development Director J. Sutter and City Planner D. Olson. Pledge of Allegiance Mayor Adams led the Council and audience in the Pledge of Allegiance. 2.Approval of Agenda The Council considered approval of the agenda. Moved by Council Member Budziszewki and seconded by Council Member LaRoche to approve the agenda. Motion carried. 3.Regular Agenda 3.1 The Council met in closed session for attorney-client discussion regarding David Bissen and Kathy Bissen v. City of Crystal and JUFH Enterprises LLC. Mayor Adams closed the meeting at 6:01 p.m. pursuant to Minnesota Statutes, Section 13D.05, subd. 3(b)., for the purpose of discussing regular agenda item 3.1 in an attorney-client discussion regarding David Bissen and Kathy Bissen v. City of Crystal and JUFH Enterprises LLC. Mayor Adams re-opened the meeting at 6:49 p.m. The meeting adjourned at 6:49 p.m. ____________________________________ Jim Adams, Mayor ATTEST: _____________________________________ Anne Norris, City Manager 4.1(a) Crystal City Council meeting minutes Aug. 16, 2022 Page 1 of 5 1.Call to Order Pursuant to due call and notice thereof, the regular meeting of the Crystal City Council was held on Aug. 16, 2022 at 7 p.m. at the Crystal Community Center in the Forest Room, 4800 Douglas Dr. N., Crystal, MN, and via Zoom. Mayor Adams called the meeting to order. Roll Call Mayor Adams asked the city clerk to call the roll for elected officials. Upon roll call, the following attendance was recorded: Council members present: Banks, Budziszewski, Cummings, Kiser, LaRoche and Adams. Council Member Parsons was absent. City staff present: City Manager A. Norris, City Attorney T. Gilchrist, Recreation Director J. Elholm, West Metro Fire-Rescue District Chief S. Larson, Public Works Director M. Ray, Community Development Director J. Sutter, City Planner D. Olson, Police Chief S. Revering, Interim Lieutenant J. Tourville, IT Systems Administrator M. Haga and City Clerk C. Serres. Assistant City Manager K. Therres was present via Zoom. Pledge of Allegiance Mayor Adams led the Council and audience in the Pledge of Allegiance. 2.Approval of Agenda The Council considered approval of the agenda. Moved by Council Member LaRoche and seconded by Council Member Banks to approve the agenda. Motion carried. 3.Consent Agenda The Council considered the following items, which are routine and non-controversial in nature, in a single motion: 3.1 Approval of the minutes from the following meetings: a.The City Council regular work session on July 14, 2022. b.The City Council and Parks and Recreation Commission special joint work session on July 14, 2022. c.The City Council regular work session on July 19, 2022. d.The City Council regular meeting on July 19, 2022. e.The City Council special work session on July 20, 2022. f.The City Council special work session on July 21, 2022. g.The City Council special work session on July 26, 2022. h.The City Council regular work session on Aug. 4, 2022. 3.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 3.3 Adoption of Res. No. 2022-65, accepting donations. 3.4 Adoption of Res. No. 2022-66, ordering preparation of an assessment roll, declaring the amount to be assessed and setting a public hearing date of Oct. 18, 2022 for the 2022 delinquent accounts. 4.1(b) Crystal City Council meeting minutes Aug. 16, 2022 Page 2 of 5 Moved by Council Member Budziszewski and seconded by Council Member Kiser to approve the consent agenda. Voting aye: Budziszewski, Cummings, Kiser, LaRoche and Adams. Absent, not voting: Parsons. Council Member Banks abstained from the vote. Motion carried. 4. Open Forum The following persons addressed the Council regarding regular agenda item 6.3: • Carol Kaut, 3533 Hampshire Ave. N., Dave Bissen, 6603 36th Ave. N., Jason Frakes, 3540 Hampshire Ave. N., and Michelle Strand, 3430 Douglas Dr. N. The following person addressed the Council regarding prairie planting at Bassett Creek Park: • Rachel Braaten, 3401 Zane Ave. N. 5. Public Hearing 5.1 Mayor Adams announced the purpose of the public hearing: To receive comment, and Council consideration of a resolution vacating an easement at 6000 Medicine Lake Rd. City Planner Dan Olson addressed the Council. Mayor Adams opened the public hearing for testimony. There being no one wishing to appear before the Council to give testimony, Mayor Adams declared the public hearing closed. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution: RESOLUTION NO. 2022 – 67 RESOLUTION VACATING A DRAINAGE AND UTILITY EASEMENT WITHIN THE PLAT OF LAMPLIGHTER SQUARE 7TH ADDITION Voting aye: Banks, Budziszewski, Cummings, Kiser, LaRoche and Adams. Absent, not voting: Parsons. Motion carried, resolution declared adopted. 6. Regular Agenda 6.1 The Council considered approval of disbursements over $25,000 submitted by the finance department to the City Council, a list that is on file in the office of the finance department. Moved by Council Member Kiser and seconded by Council Member Budziszewski to approve the list of disbursements over $25,000. Voting aye: Banks, Budziszewski, Cummings, Kiser, LaRoche and Adams. Absent, not voting: Parsons. Motion carried. 4.1(b) Crystal City Council meeting minutes Aug. 16, 2022 Page 3 of 5 6.2 The Council considered the first reading of an ordinance rezoning 5240 West Bdwy to TC -PD for 58-unit apartment building (5240 Apts). Community Development Director John Sutter and City Planner Dan Olson addressed the Council. Megan Carr from Sand Companies also addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following ordinance: ORDINANCE 2022 – 05 AN ORDINANCE AMENDING THE ZONING MAP TO REZONE PROPERTY FOR CRYSTAL HOUSING GROUP LOCATED AT 5232, 5240, 5248, AND 5256 WEST BROADWAY AVENUE FROM INDUSTRIAL (I) TO TOWN CENTER – PLANNED DEVELOPMENT (TC-PD) And further, that the second and final reading will be held on Sept. 6, 2022. Voting aye: Banks, Budziszewski, Cummings, Kiser, LaRoche and Adams. Absent, not voting: Parsons. Motion carried. 6.3 The Council considered the first reading of an ordinance amending Crystal City Code Chapter V, Unified Development Code. City Planner Dan Olson addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Cummings to amend Section 515.23, subd. 2(h) related to the minimum size of garages, and adopt the following ordinance as amended: ORDINANCE 2022 – 06 AN ORDINANCE MAKING VARIOUS AMENDMENTS TO CHAPTER V OF THE CRYSTAL CITY CODE And further, that the second and final reading will be held on Sept. 6, 2022. By roll call voting aye: Adams, Banks, Budziszewski, Cummings and LaRoche. Voting nay: Kiser. Absent, not voting: Parsons. Motion carried. Mayor Adams recessed the meeting at 8:40 p.m. and reconvened the meeting at 8:47 p.m. 6.4 The Council considered the first reading of an ordinance amending Crystal City Code Chapter IV, Subsection 400.17 (numbering of buildings). Community Development Director John Sutter addressed the Council. 4.1(b) Crystal City Council meeting minutes Aug. 16, 2022 Page 4 of 5 Moved by Council Member LaRoche and seconded by Council Member Kiser to adopt the following ordinance: ORDINANCE 2022 – 07 AN ORDINANCE REVISING CHAPTER IV OF THE CRYSTAL CITY CODE REGARDING NUMBERING OF HOUSES AND BUILDINGS And further, that the second and final reading will be held on Sept. 6, 2022. Voting aye: Banks, Budziszewski, Cummings, Kiser, LaRoche, and Adams. Absent, not voting: Parsons. Motion carried 6.5 The Council considered approval of the 2023 West Metro Fire-Rescue District Budget. City Manager Anne Norris and West Metro Fire-Rescue District Chief Sarah Larson addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Banks to approve the 2023 West Metro Fire-Rescue District budget. Voting aye: Banks, Budziszewski, Cummings, Kiser, LaRoche and Adams. Absent, not voting: Parsons. Motion carried 6.6 The Council considered approval of an interim ordinance authorizing a study and imposing a moratorium on the sale of cannabis products and a resolution authorizing summary publication of the interim ordinance. City Attorney Troy Gilchrist addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following ordinance: ORDINANCE 2022 – 04 AN INTERIM ORDINANCE AUTHORIZING A STUDY AND IMPOSING A MORATORIUM ON THE SALE OF CANNABIS PRODUCTS And further, that this is the first and final reading. Voting aye: Banks, Budziszewski, Cummings, Kiser, LaRoche and Adams. Absent, not voting: Parsons. Motion carried Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution: RESOLUTION NO. 2022 – 68 RESOLUTION APPROVING SUMMARY LANGUAGE FOR PUBLICATION OF ORDINANCE NO. 2022-04 4.1(b) Crystal City Council meeting minutes Aug. 16, 2022 Page 5 of 5 Voting aye: Banks, Budziszewski, Cummings, Kiser, LaRoche and Adams. Absent, not voting: Parsons. Motion carried, resolution declared adopted. 7. Announcements The Council made announcements about upcoming events. 8. Adjournment Moved by Council Member LaRoche and seconded by Council Member Budziszewski to adjourn the meeting. Motion carried. The meeting adjourned at 9:25 p.m. ____________________________________ Jim Adams, Mayor ATTEST: _____________________________________ Chrissy Serres, City Clerk 4.1(b) Crystal City Council work session minutes Aug. 16, 2022 Pursuant to due call and notice given in the manner prescribed by Sectio n 3.01 of the City Charter, the work session of the Crystal City Council was held at 9:26 p.m. on Aug. 16, 2022 at the Crystal Community Center in the Forest Room, located at 4800 Douglas Dr. N., Crystal, MN, and via Zoom. Mayor Adams called the meeting to order. I.Attendance The city clerk recorded the attendance for city council members and staff: Council members present: Banks, Budziszewski, Cummings, Kiser, LaRoche and Adams. Council Member Parsons was absent. City staff present: City Manager A. Norris, Recreation Director J. Elholm, Public Works Director M. Ray, Police Chief S. Revering and City Clerk C. Serres. Assistant City Manager K. Therres was present via Zoom. II.Agenda The Council and staff discussed the following agenda item s: 1.Continued discussion of Bassett Creek Park improvements. 2.City manager monthly check-in. 3.Constituent issues update. 4.New business. 5.Announcements. III.Adjournment The work session adjourned at 10:08 p.m. ________________________________ Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 4.1(c) Crystal City Council work session minutes Aug. 18, 2022 Pursuant to due call and notice given in the manner prescribed by Sectio n 3.01 of the City Charter, the work session of the Crystal City Council was held at 6:31 p.m. on Aug. 18, 2022 at the Crystal Community Center in the Forest Room, located at 4800 Douglas Dr. N., Crystal, MN, and via Zoom. Mayor Adams called the meeting to order. I.Attendance The city clerk recorded the attendance for city council members and staff: Council members present: Budziszewski, Cummings, Kiser, LaRoche and Adams. Council members Banks and Parsons were absent. City staff present: City Manager A. Norris, Finance Director J. McGann, Assistant Finance Director J. Bursheim, Recreation Director J. Elholm, West Metro Fire-Rescue District Chief S. Larson, Public Works Director M. Ray, Police Chief S. Revering, Community Development Director J. Sutter, IT Systems Administrator M. Haga and City Clerk C. Serres. Assistant City Manager K. Therres was present via Zoom. II.Agenda The Council and staff discussed the following agenda item: 1.Continued discussion of 2023 – 2024 budget. III.Adjournment The work session adjourned at 6:51 p.m. ________________________________ Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 4.1(d) Page 1 of 1 City of Crystal Council Meeting Sept. 6, 2022 Applications for City License Rental – New 5318 Kentucky Ave. N. – MN2 LLC (Conditional) 3826 Xenia Ave. N. – SFR Borrower 2021-2 LLC (Conditional) 6508 47th Ave. N. – 4 West Capital Holdings LLC (Conditional) Rental – Renewal 5417 Angeline Ave. N. – Xuyan Lang 3648 Colorado Ave. N. – D N Real Estate LLC 6407 Corvallis Ave. N. – Pro Operam 2749 Douglas Dr. N. – Reese Pfeiffer 3703 Douglas Dr. N. – Evan Baskerville 4126 Douglas Dr. N. – Serenity Village (Conditional) 4134 Douglas Dr. N. – Serenity Village (Conditional) 3909 Georgia Ave. N. – Empower Funding LLC (Conditional) 5943 Idaho Ave. N. – Seth Jacobson 2959 Jersey Ave. N. – Roxanne Elfering (Conditional) 5254 Jersey Ave. N. – Bradley Buechele (Conditional) 5324 Jersey Ave. N. – Andrew Patrias (Conditional) 6048 Jersey Ave. N. – Invitation Homes 3501 Louisiana Ave. N. – Barcelona Apartments (Conditional) 4806 Louisiana Ave. N. – Shea Nelson 3544 Major Ave. N. – Terrence Price (Conditional) 6709 Markwood Dr. N. – Daniel Johnson (Conditional) 5673 Maryland Ave. N. – Chad Tesmer (Conditional) 5734 Oregon Ct. N. – SFR II Borrower 2021-3 3425 Quail Ave. N. – Jeffrey Petersen (Conditional) 4808 Regent Ave. N. – Chen Zhou (Conditional) 5536 Regent Ave. N. – Chen Zhou 5737 Regent Ave. N. – Adetomi Omotayo 5439 Twin Lake Ter. – Kurschner Companies LLC (Conditional) 5600 Vera Cruz Ave. N. – MNSF (Conditional) 5225 Xenia Ave. N. – Sudi Jannatpour 5508 Xenia Ave. N. – Darryl Schmitz 5509 Yates Ave. N. – Warren Jeung (Conditional) 6600 34th Ave. N. – Matthew Healy 8024 34th Pl. N. – Grigoriy Vayntrub 6325 52nd Ave. N. – JNF Properties 3 LLC (Conditional) 6611 52nd Ave. N. – JNF Properties 3 LLC (Conditional) 6635 52nd Ave. N. – JNF Properties 3 LLC (Conditional) 6729 52nd Ave. N. – Chris Jensen (Conditional) 5700 57th Ave. N. – Jerry Ziemiecki 4.2 CITY OF CRYSTAL RESOLUTION NO. 2022 - RESOLUTION ACCEPTING A DONATION FROM WEST METRO FIRE-RESCUE RELIEF ASSOCIATION WHEREAS, Minnesota Statute §465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution; and WHEREAS, said donations must be accepted by a resolution adopted by the City Council. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Crystal to accept the following donation: Donor Purpose Amount West Metro Fire-Rescue Relief Association Crystal Frolics waterball prizes $7,500 And BE IT FURTHER RESOLVED that the Crystal City Council sincerely thanks the West Metro Fire-Rescue Relief Association for their generous donation. Dated: Sept. 6, 2022 By: __________________________ Jim Adams, Mayor ATTEST: __________________________ Chrissy Serres, City Clerk 4.3 _______________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Anne Norris, City Manager (for September 6 Meeting) DATE: September 1, 2022 RE: Consider adoption of a resolution amending the city’s approved tree list A.BACKGROUND The city’s approved tree list was last amended by the City Council in 2018. This list is referenced in Chapter 5 of the City Code – the Unified Development Code (UDC). Now Council is asked to amend the current list to add new species of trees, including smaller trees. The proposed resolution is attachment A. B.AMENDED TREE LIST The current tree list has 62 tree species for planting in Crystal. A variety of tree species helps to reduce the likelihood that one species will dominate the city’s urban forest. If the city were to experience an insect infestation or disease that affects a dominate tree in Crystal, the city could lose many trees at one time. Staff is asking the Council to amend the list to add five species of trees. The approved tree list would be used when the planting of trees is required for city projects, for new residential subdivisions, and for new commercial development. Other general tree planting, such as someone planting a tree in their yard, would not be required to follow this list. C.REQUESTED ACTION Staff requests the Council adopt the resolution in attachment A, amending the approved tree list. Attachment: A.Resolution COUNCIL STAFF REPORT Amend Approved Tree List 4.4 CITY OF CRYSTAL HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2022 - ______ RESOLUTION AMENDING APPROVED TREE LIST WHEREAS, on October 16, 2018 the Crystal City Council last amended its approved tree list as referenced in section 520.11 of the Crystal City Code by adopting Resolution Number 2018-121; and WHEREAS, the Crystal City Council desires to again amend its approved tree list to include four additional tree species that are intended to increase tree variety in Crystal; and WHEREAS, the attached amended approved tree list will provide guidance to property owners and developers of which tree species the city desires to be part of its urban forest. NOW, THEREFORE, BE IT RESOLVED by the Crystal City Council that the city’s approved tree list is hereby amended as attached hereto as Exhibit A. Adopted by the Crystal City Council this 6th day of September, 2022. ____________________________ Jim Adams, Mayor ATTEST: ___________________________ Chrissy Serres, City Clerk Attachment A 4.4 CR205-30-819695.v2 EXHIBIT A [to be attached] 4.4 Approved Tree List At its discretion the city may approve cultivars similar to the trees on this list. The most road salt tolerant trees are marked with an * Common Name Botanical Name Common Name Botanical Name Accolade Elm Ulmus ‘Accolade’ Japanese Tree Lilac* Syringa reticulata American Hophornbeam (aka Ironwood) Ostrya virginiana Katsura Tree Cerdidiphyllum japonicum American Larch Larix laricina Kentucky Coffeetree Gymnocladus dioicus American Linden Tilia Americana Large-leaved Linden Tilia platphyllos American Sycamore Platanus occidentalis Liberty Elm Ulmus Americana ‘Liberty’ Amur Chokeberry Prunus maackia Littleleaf Linden Tilia cordata Amur Cork Tree Phellodendron amurense Mugo Pine Pinus mugo Amur Maackia Maackia amurensis Northern Catalpa Catalpa speciosa Asian White Birch Betula playphylla Norway Spruce Picea abies Austrian Pine* Pinus nigra Ohio Buckeye Aesculus glabra Autumn Splendor Buckeye* Aesculus ‘Autumn Splendor’ Prairie Dream Paper Birch Betula papyrifera ‘Varen’ Balsam Fir Abies balsamea Prairie Expedition Elm Ulmus Americana ‘Lewis & Clark’ Black Hills Spruce* Picea glauca Princeton Elm* Ulmus Americana ‘Princeton’ Black Tupelo Nyssa sylvatica Quaking Aspen Populus tremuloides Blue Beech (aka Musclewood) Carpinus caroliniana Red Buckeye* Aesculus pavia Bottlebrush Buckeye Aesculus parviflora Red Oak* Quercus rubra Bur Oak Quercus macrocarpa Red Pine Pinus resinosa Cathedral Elm* Ulmus ‘cathedral’ River Birch Betula nigra Common Hackberry Celtis occidentalis St. Croix Elm Ulmus Americana ‘St Croix’ Common Horsechestnut* Aesculus hippocastanatum Scots Pine Pinus sylvestris Crabapple Malus spp. (disease-resistant spp.) Silver Linden Tilia tomentosa Cucumber Tree Magnolia acuminata Speckled Alder Alnus rugosa Douglas Fir Pseudotsuga menziensii Swamp White Oak Quercus bicolor Downy Serviceberry (tree form) Amelanchier arborea (tree form) Sweet Birch Betula lenta Dwarf Korean Lilac (tree form) Syringa Meyeri Palibin Thornless Honeylocust* Gleditsia triacanthus inermis Eastern Hemlock Tsuga Canadensis Triumph Elm Ulmus ‘Morton Glossy’ Eastern Redbud (northern strain) Cercis Canadensis Turkish Hazel Corylus colurna European Hornbeam Carpinus betulus Valley Forge Elm Ulmus Americana ‘Valley Forge’ Gingko* (aka Maidenhair Tree) Ginkgo biloba (male tree only) White Oak* Quercus alba Harvest Gold Mongolian Linden Tilia mongolica ‘Harvest Gold’ White Pine Pinus strobus Hawthorn Crataegus monogynaser Yellow Birch Betula alleghaniensis Hybrid Serviceberry (tree form) A. arborea x grandiflora (tree form) Yellow Buckeye* Aesculus flava Jack Pine* Pinus banksiana Yellowhorn Xanthoceras sorbifolium Yellowwood Cladrastus kentukea 4.4 4.5 CITY MANAGER SALARY: $160,000 TO $185,000 CREATE A THRIVING BUSINESS CLIMATE DEVELOP FISCALLY SOUND FINANCIAL POLICIES AND PRACTICES; COMMUNICATE POLICIES TO COMMUNITY BUILD AN INCLUSIVE COMMUNITY SO THAT ALL FEEL WELCOME CREATE STRONG NEIGHBORHOODS 4.5 WELCOME TO CRYSTAL, MINNESOTA! Crystal,Minnesota,is a fully developed,first tier suburban community just west of Minneapolis in Hennepin County.Home to approximately 23,000 people,the City also provides a home to over 100 unique businesses.With its great location,the City provides easy access to the Twin Cities metro area’s employment centers and attractions.The City is bordered on the north by the city of Brooklyn Park,on the northeast by Brooklyn Center,on the east by Robbinsdale,on the south by Golden Valley,and on the west by New Hope. If you are looking for a supportive,close-knit community with great neighborhoods and engaged residents,you will find all of those in Crystal.The City has demonstrated its willingness to partner with other organizations to provide funding to build new affordable housing. The City of Crystal has approximately 500,000 sq.ft.of commercial space in its main commercial area anchored by Target and the Crystal Shopping Center.This commercial area is also the City’s Town Center redevelopment area where the City actively encourages new multi-family residential development. Metro Transit plans to extend light rail transit from downtown Minneapolis to Brooklyn Park.One of the proposed stations would be located in the eastern part Crystal’s Town Center redevelopment area.The City is actively working with Hennepin County and Metro Transit to plan for improved pedestrian and bicycle connections around the proposed Bass Lake Road LRT station. Crystal is also home to one of Metropolitan Airports Commission’s six reliever airports,the Crystal Airport. THE COMMUNITY 4.5 THE COMMUNITY Serving all learners from infants through adults, Robbinsdale Area Schools provides education to all or parts of the communities of Brooklyn Center,Brooklyn Park,Crystal,Golden Valley,New Hope,Plymouth,and Robbinsdale.With an annual enrollment of approximately 12,500 students,the district is comprised of eleven elementary schools,four middle schools,two traditional high schools,an alternative high school,an online middle/high school,and two learning centers.Robbinsdale Area Schools offer special programs such as Spanish immersion or dual- language,STEAM,International Baccalaureate (IB)and Advanced Placement courses. RiverTree School offers Christ-centered education to nearly 40 students in grades K-12 and follows the Charlotte Mason method to teaching. Beacon Academy Charter School is a K-8th grade tuition free charter school serving nearly 600 students. St.Raphael’s Catholic School offers Catholic education to over 200 students in PreK-8th grade. Founded in 1984,Northwest Family Physicians is a network of specialists providing medical care to residents throughout the northwest suburbs of Minneapolis.Based in Crystal,Minnesota, the clinic provides a wide range of preventative services such as obstetrical care,X-ray services,pap smears,immunizations, mammograms,and bone densitometry.Common services include skin biopsies,excisions,allergy injections,and evaluation of abnormal pap smears with colposcopy.Other health services include gynecologic and pediatric care.The facility treats conditions such as diabetes,high blood pressure, high cholesterol,heart disease,and other medical problems. The new Voyage Healthcare –Crystal office offers primary care and specialties including family medicine,internal medicine, ob/gyn,colon and rectal surgery,rheumatology,podiatry, diabetes education,radiology,cardiac testing,hearing health, and more. EDUCATIONAL OPPORTUNITIES HEALTHCARE 4.5 THE COMMUNITY The City of Crystal has more than 263 acres dedicated to parks and open space.The city maintains 26 parks as well as numerous ball fields, courts,playgrounds,trails,and activity areas. Two of Crystal’s parks serve as Destination Parks – Grogan Park and Becker Park. Grogan Park is home to the community center, aquatic center,edible courtyard (provides access to healthy food for residents and visitors free of charge),a playground,a skate park,and a little league baseball field. The centerpiece of Crystal’s park system is Becker Park.It is a fully inclusive park near the heart of Crystal’s business district.The vision for the park was developed over several years with the public having significant input on the overall design.This redeveloped park opened in 2020 and features a large inclusive play area,interactive fountain (spray pad),gender neutral restrooms,picnic area,poles for mounting hammocks and slacklines,and an amphitheater with adjacent green space for concerts.Additions in 2022 include eight new pickleball courts and a resurfaced basketball court. The inclusive and community focused nature of this project drew the attention of agency grantors and other funding sources.Grants were received through the federal LAWCON and CDBG programs as well as through Hennepin County and Three Rivers Park District.Local businesses,non-profits, and individuals also provided funds to make this unique park a reality.The park has become a favorite destination for graduation parties,birthday parties,and family reunions in addition to City functions like the weekly farmers market,periodic fitness and music programs,and the annual Crystal Frolics community celebration.In the winter,the park has an ice-skating rink and an area for small campfires. PARKS & RECREATION 4.5 THE COMMUNITY Crystal Community Center offers space for meetings, family functions,birthday parties,anniversaries,wedding receptions,athletic tournaments,etc.Three gyms are available for sporting events or weddings,banquets, shows and large meetings.The middle gym adjoins the kitchen for banquets. Behind the Community Center is the Crystal Cove Aquatic Center.The Crystal pool was built in 1968.The Jet Scream waterslide was added in 1990.The pool was renovated in 2005 and re-opened in 2006 as the Crystal Cove Aquatic Center with added features including the zero-depth pool, water-walk and drop slide. Crystal Frolics is an annual celebration of Crystal featuring thousands of visitors,entertainment,inflatables,food trucks,beverages,and much more.Winterfest is a free event featuring music and entertainment along with numerous activities inside and outside of the Crystal Community Center including make and take crafts,horse- drawn hayrides,DJ music,an outdoor petting zoo,and more. AMENITIES & COMMUNITY EVENTS Another popular annual event in Crystal is the Night to Unite put on by the highly valued Crystal Police Department.Night to Unite helps neighbors get to know one another,build neighborhood involvement by bringing police and community together,and raise awareness of crime prevention and local law enforcement.More than 70 neighborhood parties register each year in Crystal. 4.5 CORE DUTIES OF THE POSITION ▪Provides professional and strategic support to the City Council by attending Council meetings, presenting recommendations concerning policies and objectives,as well as specific actions; participating in discussions,implementing council decisions,and directing the coordination of city council meeting preparation including research, reports,agendas and correspondence. ▪Enforces and recommends changes to ordinances and resolutions. ▪Assures city code and council directives are correctly interpreted,communicated and implemented. ▪Keeps the council advised of significant matters and responds to council inquiries and requests. ▪Works with the advisory commissions and boards to coordinate their activities with elected officials. ▪Acts as Executive Director of Economic Development Authority. ▪Serves as the Emergency Management Director. ▪Represents the city on various boards and agency commissions,such as the West Metro Fire Rescue District Board of Directors,CCX Media,and Joint Water Commission. ▪Ensures that citizen requests and concerns are effectively and efficiently responded to and resolved,cultivates positive relationships with city staff,residents and businesses. ▪Prepares and submits a preliminary annual budget, administers the adopted budget and long term plan.Monitors revenues and expenditures for fiscal control,effective and efficient use of budgeted funds,personnel,materials,facilities and time. 4.5 CORE DUTIES OF THE POSITION –CONT’D ▪Authorizes all purchases and expenditures. ▪Provides for independent audits of city financial operations. ▪Responsible for risk management including annual insurance coverage and renewal,and claim management. ▪Directs the operations and manage all departments of the city through the senior staff to achieve goals within available resources,plans and organizes workloads and staff assignment, trains,motivates and evaluates assigned staff, reviews progress and directs changes as needed. ▪Appoints and removes all city personnel; supervises and assesses performance of all department heads and other direct reports. ▪Directs implementation of employment policies, practices,staff compensation and benefit plans and takes an active role in labor negotiations. ▪Holds employees accountable to personnel policies and labor agreements as well as performs disciplinary action as prescribed in labor agreements,personnel rules and regulations. ▪Responds to media inquiries through the preparation of news releases and other methods of public information. ▪Delivers presentations on behalf of the city at various official functions. ▪Testifies at legal proceedings or before legislative bodies. ▪Ensures a safe and healthy work environment and conducts business in a safe manner. 4.5 DESIRED MANAGER ATTRIBUTES The City Manager will have: ▪The capacity to create and sustain a strong,cohesive team. •Cultivate a positive,empowering work environment. •Communicate the vision and expectations clearly and effectively. •Encourage collaboration;be open to new ideas and perspectives. •Provide guidance when necessary,provide constructive feedback,and ensure accountability. •Value professional development. •Lead with integrity,humility,compassion,and a sense of humor. ▪The ability to build and maintain a strong relationship with the Council. •Communicate clearly,directly,and diplomatically. •Work collaboratively to ensure a shared mission and vision for the City. •Implement Council priorities. •Educate the Council on process,legislation,and best practice. •Use data to propose,analyze,and review policy. •Develop policy recommendations based on sound reasoning and evidence. •Negotiate a wide range of opinions and multiple perspectives. •Facilitate difficult conversations;allow the Council to hold each other accountable. ▪The aptitude to foster collaboration with stakeholders. •Engage with the community with integrity,professionalism,and responsiveness. •Effectively convey the City’s mission,vision,and strategic plans to the public. •Develop alliances with the community and local,regional,state,and national stakeholders that add effectiveness,resources,and perspective. •Manage the sometimes-competing needs of staff,residents,and interest groups;remain apolitical. •Actively participate in relevant professional organizations and networks. •Keep current on trends,opportunities,and resources in order to further develop legislative and financial acumen;seek innovative solutions. 4.5 GOALS & PRIORITIES ▪Together with the Council,update and enhance a shared vision,strategic plan,and actionable goals for the City. •Promote Crystal’s many assets including diversity,neighborhoods,and parks. ▪Develop a cohesive,integrated,and synergistic team of City staff. •Maintain high ethical standards including respectful, honest interactions and communications. •Nurture a culture of teamwork. ►Communicate a shared vision and clarity of purpose. ►Build trusting,transparent relationships. ►Be open to differing work styles. ►Solicit other perspectives while making final recommendations/decisions. •Work with Council to ensure appropriate staffing levels. •Conduct annual staff evaluations/performance reviews. ►Review staff compensation. •Delegate duties accordingly. ▪Coordinate existing projects/plans including: •Street and utility maintenance/reconstruction •Gaulke Pond (Central Core)Stormwater Project •2040 Comprehensive Plan (land use,housing,transportation,parks and open spaces,water resources) •METRO Blue Line Extension •Park System Master Plan ►Resolution of Grogan Park and aquatic center repairs •Three Rivers Crystal Lake Regional Trail Plan •Long term financial plan and capital projects •Police Department strategic priorities ▪Assess needs and opportunities;plan for the future. •Coordinate the strategic planning process with the Council and staff;review and update,as needed,the Council’s four priorities: ►Maintain strong neighborhoods. ►Be a welcoming,inclusive community. ►Maintain a thriving business climate. ►Ensure sound financial policies. ♦Continued debt reduction ♦Impacts of inflation •Stay educated on trends and opportunities. •Focus on employee retention and remain competitive in attracting new talent. ▪Build and foster relationships within Crystal and with local,county,regional,and state organizations through proactive outreach and ongoing communications. •Launch the new Inclusion and Diversity Commission. •Broaden community engagement in City processes. •Ensure “All Are Welcome”message is embedded and embodied into City culture. •Increase involvement of traditionally under-represented communities. 4.5 THE ORGANIZATION Crystal operates as a home-rule charter city which receives its enabling authority through the adoption of a city charter.The Crystal City Charter is the City’s constitution which provides for the type of government and outlines functions,structure,and procedures of city government.Crystal became a charter city in 1960. The City of Crystal has a Council-Manager form of government.Under this plan,the elected members of the Council set the policies for the operation of the City.The Council hires a professional City Manager who is responsible for the administration of all City business. The Crystal City Council consists of seven members –a Mayor and six Council members who are elected to alternating four-year terms. The City is committed to redevelopment,updating its infrastructure,and maintaining the vitality and livability of its neighborhoods through proactive code enforcement. The Crystal City Council strives to be debt-free for all capital projects and purchases.During its budget process,the City Council evaluates capital needs and levies for anticipated capital projects.Starting in 2019,each year,the City Council accepts a long-term plan that outlines the next 10 years of capital projects and funding needed for those projects.The intent of not borrowing money for capital projects is to be sure taxpayers’dollars go towards actual equipment and building costs rather than interest payments. VISION:Crystal is a vibrant city that offers an array of amenities and promotes a sense of community and connection to family and neighbors. MISSION:Provide high-quality,cost-effective municipal services and programs that make Crystal a desirable place to live,work,and play. 4.5 THE ORGANIZATION –CONT’D APPROPRIATIONS 2021 2022 General Government 3,124,490 2,913,944 Police and Fire 7,672,996 8,515,725 Community Development 687,370 742,832 Public Works 2,562,263 3,239,982 Recreation 1,733,204 2,251,851 Debt Service 3,351,453 1,663,884 Capital Outlay 2,788,847 14,318,534 Enterprise Funds 7,838 10,062,233 Internal Loan Repayment 500,000 Economic Development Authority 635,878 676,238 Total Appropriations $30,394,795 $44,885,223 4.5 POSITION ANNOUNCEMENT CITY: CRYSTAL, MINNESOTA POSITION: CITY MANAGER SALARY: $160,000 TO $185,000 APPLICATION DEADLINE: 10/05/2022 JOB SUMMARY:To direct the administration and operations of the city government as directed by the city council and as provided for by city charter,city ordinances and resolutions.Provides professional leadership to the city staff and assists the city council to define,establish and attain overall goals and objectives for the organization and community.Responsible for all city departments and services through senior staff to deliver quality services to citizens. MINIMUM QUALIFICATIONS:Ten years of progressive public administration experience in municipal government or related field and a bachelor’s degree in Public Administration or related field.Desirable qualifications include more than ten years of experience in municipal government,or related field,and a master’s degree in Public Administration or related field. APPLY:Visit https://daviddrown.hiringplatform.com/120674-crystal-city -manager/428145-application- form/en and complete the application process by October 5,2022.Finalists will be selected on November 1,2022,and final interviews will be held on November 16 ,2022. Please direct any questions to Mark Casey at mark@daviddrown.com or 612-920-3320 x113. DDA Human Resources, Inc. New Brighton Office 2241 17th Street NW New Brighton, MN 55112 Phone: 612-920-3320 Fax: 612-605-2375 mark@daviddrown.com www.ddahumanresources.com 4.5 TIMELINE – CITY OF CRYSTAL ITEM TASK COMPLETION DATE Decision by City Council to proceed August 1, 2022 Information gathering ▪ Gather all pertinent background information ▪ Gather salary information and review job description ▪ Meet with staff, stakeholders, and each member of the City Council August 11, 2022 Professional position profile Develop position profile and advertisement August 30, 2022 Approve position profile City Council approves profile, job description, salary range, and hiring process September 6, 2022 Candidate recruitment ▪ Post position immediately upon approval of profile ▪ Comprehensively advertise ▪ Email and phone calls to prospective candidates September 7, 2022- October 5, 2022 Screening of applicants DDA will review and rank applicants based on job related criteria and select semifinalists October 6, 2022 Personality Index DDA will administer a work-related personality index to all semifinalists October 16, 2022 Video interview Each semifinalist will complete a video interview October 16, 2022 Selection of finalists ▪ Finalists selected for interviews ▪ DDA will notify candidates not selected as finalists November 1, 2022 Special Meeting Background check of all finalists Includes: ▪ Criminal background: county, state, national ▪ Sex offender registry ▪ Social Security number verification ▪ Education verification ▪ Credit check November 8, 2022 Reference check on all finalists DDA will conduct reference checks with current and former employers on all finalists November 8, 2022 Intellect profile DDA will administer an intellect profile measuring verbal reasoning, mathematical and logical reasoning, and overall mental aptitude. November 8, 2022 Finalist packet DDA will provide the Council information including: ▪ Summary of references ▪ Results of background checks ▪ Personality index reports ▪ Video interview ▪ Resumes, etc. November 11, 2022 Interviews DDA will prepare all interview materials and be present at all interviews and other functions. It is recommended that Council interviews be at a special meeting November 16, 2022 Special Meeting Decision City Council will select candidate for offer November 16, 2022 Offer and agreement DDA will negotiate agreement with selected candidate November 18, 2022 Projected start date New Manager begins December 2022 Follow up DDA will follow up periodically with the new Manager December 2023 4.5 5256 WEST BROADWAY AVENUE – VACATE ALLEY EASEMENT PAGE 1 OF 3 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Anne Norris, City Manager (for September 6 City Council Meeting) DATE: September 1, 2022 RE: PUBLIC HEARING: Consider adoption of a resolution approving a vacation of an alley easement at 5256 West Broadway Avenue A.BACKGROUND Crystal Housing Group is proposing to purchase four lots at 5232-5256 West Broadway Avenue and then consolidate them into one property so that an apartment building can be constructed (see agenda item 7.4). As part of the lot consolidation request the applicant is requesting an unimproved alley easement on one of the properties be vacated. Please note that the vacation resolution is contingent upon approval of the new plat, so the existing easement will not be vacated unless the new plat is approved and recorded. Attachment: A.Resolution COUNCIL STAFF REPORT Vacate Alley Easement 5256 West Broadway Avenue 6.1 5256 WEST BROADWAY AVENUE – VACATE ALLEY EASEMENT PAGE 2 OF 3 2021 Aerial Photo: B. PROPOSED VACATION OF EASEMENT The attached resolution includes an illustration of the easement proposed to be vacated. The alley easement was dedicated to the city in 1980. In conjunction with the consolidation of the four properties into one property for a new apartment building, the applicant is proposing to vacate this easement. The apartment building will be accessed from West Broadway Avenue. Hennepin County indicated in their comments on the lot consolidation plat (agenda item 7.3) that they were in favor of the city constructing the alley in order to provide alternative property access points to West Broadway. The city has no plans to extend the alley through the block for the following reasons: ➢ Currently there are gaps in the alley easement, meaning there is no continuous easement or right-of-way for an alley to be built through the block, which would be a distance of 870 feet. ➢ Only 140 feet of the alley has been improved. It is a dead-end segment located between 5115 & 5217 Hanson Court. 6.1 5256 WEST BROADWAY AVENUE – VACATE ALLEY EASEMENT PAGE 3 OF 3 ➢ The city has no record of property owners on the block requesting that the alley be extended through the block. This would require acquisition of additional alley easements to fill those gaps, together with a petition for public improvements which would apportion the cost of the alley among the abutting properties. ➢ An alley would not be wide enough to provide vehicular access in a way that would allow for removal of existing curb cuts on West Broadway or Hanson Court. Therefore the alley would be of limited use, purpose or benefit. Notice of the September 6 public hearing was published in the Sun Post on August 25, and mailed to adjacent property owners as well as four utility companies: Comcast, CenterPoint Energy, Xcel Energy, and Lumen. Comcast, Lumen and Centerpoint have responded by saying they have no objection to the easement vacation, but Xcel ha s not responded to the request for comment. C. REQUESTED ACTION City staff recommends that the alley easement located at 5256 West Broadway Avenue be vacated. Prior to considering adoption of the vacation resolution, the Mayor would need to open the public hearing and take any comment specifically regarding the proposed easement vacation, noting that the public will have an opportunity to comment on the proposed lot consolidation later in the meeting, as that item is on the regular agenda. City Council approval of the attached resolution is requested. 6.1 CITY OF CRYSTAL HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2022-_____ RESOLUTION VACATING AN ALLEY EASEMENT WITHIN THE PLAT OF HANSON’S ADDITION WHEREAS, the City of Crystal (the “City”) is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, in 1980, a perpetual alley easement (the “Easement”) was granted to the City over a portion of Lot 15, Block 2, Hanson’s Addition, Hennepin County, Minnesota (the “Property”); and WHEREAS, the Easement is legally described in the attached Exhibit A, depicted on the attached Exhibit B, and is of record with the Hennepin County Registrar of Titles as Document No. T1388669; and WHEREAS, a proposed purchaser of the Property has requested that the City vacate the Easement as part of a request to plat the Property as Crystal Housing Group Addition; and WHEREAS, pursuant to section 12.06 of the Crystal City Charter, the City scheduled and held a duly noticed public hearing on September 6, 2022 to consider vacating the Easement, during which all interested parties were heard; and WHEREAS, the City has the authority pursuant to section 12.06 of the Crystal City Charter to vacate public alley easements, or any portion thereof, if it appears in the interest of the public to do so; and WHEREAS, following the public hearing, the City determined that there is no continuing public need for the Easement and that vacating said Easement is in the public interest pursuant to the terms and conditions contained herein. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1.The Easement, as legally described in the attached Exhibit A and depicted on the attached Exhibit B, is hereby vacated, subject to the following conditions: a.Approval by the City of the final plat of CRYSTAL HOUSING GROUP ADDITION; and b.Execution of the final plat of CRYSTAL HOUSING GROUP ADDITION by the Mayor and City Clerk and the release of the plat for filing. Attachment A 6.1 2. Upon the release for filing by the City of the final plat of CRYSTAL HOUSING GROUP ADDITION, City staff is hereby authorized and directed to prepare and present to the Hennepin County auditor a notice that the City has completed these vacation proceedings. Said notice shall be filed with the Hennepin County Registrar of Titles immediately prior to the filing of the plat of CRYSTAL HOUSING GROUP ADDITION. 3. City staff is hereby authorized and directed to take any additional steps necessary to effectuate the intent of this resolution. Adopted by the Crystal City Council this 6th day of September, 2022. ____________________________ Jim Adams, Mayor ATTEST: ___________________________ Chrissy Serres, City Clerk 6.1 A-1 EXHIBIT A Legal Description of Vacated Easement The northeast 10.00 feet of Lot 15, Block 2, Hanson’s Addition, Hennepin County, Minnesota. 6.1 B-1 CR205-30-819697.v2 EXHIBIT B Depiction of Vacated Alley Easement 6.1 DATE:August 31, 2022 TO:Anne Norris, City Manager City of Crystal City Council FROM:Jean McGann, Contracted Finance Director RE:Expenditures over $25,000 Payee Amount Acoustics Associates, Inc.New police building costs $63,473.30 Bituminous Roadways, Inc.New police building costs $38,902.50 Electric Pump Replacement pump for west lift station $62,299.95 Fransen Decorating New police building costs $33,312.68 George F Cook Construction Co.New police building costs $198,765.70 JUFH Enterprises LLC Refund of site improvement escrow for 6613 36th $36,000.00 Laketown Electric Corporation New police building costs $255,880.06 Mansfield Oil Company Fuel for fleet $27,300.60 Multiple Concepts Interiors New police building costs $73,605.52 Northwest Asphalt, Inc.2022 Utility Reconstruction project costs $467,595.00 RTL Construction, Inc.New police building costs $56,047.65 Short Elliot Hendrickson, Inc.2022 Utility Reconstruction project costs $36,906.29 MN PERA Employee & city required contributions for 8/19/22 pay date $62,760.95 Veit & Company Contractors, Inc.New police building costs $29,318.19 West Metro Fire Rescue District August contribution to West Metro Fire $113,656.47 St. Croix Recreation Fun Pickleball sun shelter $25,384.00 Stronghold Industries, Inc.New police building costs $69,350.00 Golden Valley JWC July water costs $272,862.30 Hennepin County Treasurer Assessor costs for six months & sp. assessment fees $113,085.50 Odesa II LLC Pickleball court paving $164,760.00 Macqueen Equipment, Inc.New trackless sidewalk tractor $172,500.00 McDowall Company New police building costs $324,542.80 $2,698,309.46 Description 7.1 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 5232-5256 WEST BROADWAY AVENUE – LOT CONSOLIDATION PLAT PAGE 1 OF 3 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Anne Norris, City Manager (for September 6 Meeting) DATE: September 1, 2022 RE: Consider adoption of a resolution approving a lot consolidation at 5232- 5256 West Broadway Avenue A.BACKGROUND Crystal Housing Group is proposing to purchase four lots at 5232-5256 West Broadway Avenue, and then consolidate them into one property so that an apartment building can be constructed. The lot consolidation was a condition of approval for a rezoning application to be approved upon second reading on September 6, 2022 (see agenda item 7.4). The proposed plat is named Crystal Housing Group Addition. A public hearing is not required for a lot consolidation. Attachments: A.Hennepin County comment letter B.Resolution, with final plat COUNCIL STAFF REPORT Lot Consolidation Plat 5232-5256 West Broadway Avenue 7.3 5232-5256 WEST BROADWAY AVENUE – LOT CONSOLIDATION PLAT PAGE 2 OF 3 2021 Aerial Photo: B. PROPOSED LOT CONSOLIDATION The table below provides information about the four lots included in the consolidation. The consolidated lot would be addressed as 5240 West Broadway Avenue. Property Address Parcel size Existing plat name 5232 West Broadway 20,871 sq. ft. (0.48 acres) Hanson’s Addition 5240 West Broadway 18,778 sq. ft. (0.43 acres) Hanson’s Addition 5248 West Broadway 18,711 sq. ft. (0.43 acres) Hanson’s Addition 5256 West Broadway 18,584 sq. ft. (0.43 acres Hanson’s Addition Combined lot (to be addressed as 5240 West Broadway Ave) Total area = 76,944 sq. ft. (1.8 acres) Final plat features: 1. Name. The proposed plat would be called Crystal Housing Group Addition. 7.3 5232-5256 WEST BROADWAY AVENUE – LOT CONSOLIDATION PLAT PAGE 3 OF 3 2. Hennepin County review . Because the plat abuts a county roadway (West Broadway Avenue), county staff reviewed this lot consolidation request and finds it acceptable (see attachment A). 3. Easements. Currently there is only a 10-foot wide alley easement on the rear of 5256 West Broadway and that easement is proposed to be vacated (see agenda item 6.1). New drainage and utility easements will be dedicated on the proposed plat. 4. Park dedication. According to city code section 510.23, Subd. 3 (d), lot consolidation applications are not subject to park dedication requirements. Criteria for approval of a lot consolidation: The following are the approval criteria in city code section 510.23, Subd. 3 for approval of lot consolidation applications, followed by staff’s findings of these criteria. (a) The consolidation must be in general complia nce with the comprehensive plan. Findings: On the 2040 Planned Land Use map the property is guided as Mixed Use. The proposed apartment building conforms to that designation. (b) The consolidation must meet the purpose and intent of this unified development code (UDC). Findings: The purpose of the UDC is to establish regulations that allow for the development of properties, but which avoid or minimize negative impacts to the general public or adjacent properties. The property is not located near single or two family residences, and the proposed apartment building will be complementary to the adjacent commercial uses in this area. (c) Unless prior or concurrent approval of a variance is granted, any such consolidation shall result in lots that, to the greatest extent possible, meet the dimensional requirements for the zoning district in which the property is located, and shall not further increase the nonconformity of any lot dimension or struct ure. Findings: The property is zoned Industrial (I) but is proposed to be rezoned to Town Center – Planned Development (TC-PD). Neither district has requirements for lot area, width, or depth for apartment buildings. Therefore the proposed plat is in conformance to the dimensional requirements of the existing and proposed zoning districts. C. REQUESTED ACTION City Council approval of the attached resolution is requested. 7.3 Hennepin County Transportation Project Delivery Public Works Facility, 1600 Prairie Drive, Medina, MN 55340 612-596-0300 | hennepin.us July 26, 2022 Mr. Dan Olson, City Planner City of Crystal 4141 Douglas Drive North Crystal, MN 55422-1696 Re: 5240 (West Broadway) Apartments Preliminary Plat (Received 6/27/22) Hennepin County Plat Review ID #3862B (Reviewed 7/05/22) Mr. Olson: Please consider the following county staff comments regarding the proposal to consolidate and redevelop four vacant lots to construct a 58-unit apartment building with underground parking. Access: We support removal of four vacated driveways with the proposed West Broadway Avenue access on the south end of the site and the location of the internal access to the underground parking access. Right-of-way: The existing 80-foot right-of-way along West Broadway Avenue is sufficient for future improvements. No additional dedication is being requested. Please ensure the proposed private stairwell and railing remain outside of public right-of-way and any dedicated easement(s). Bicycle and Pedestrian: We support reconstruction of the sidewalk and boulevard along West Broadway Avenue with this project, which will provide connectivity to the planned Bottineau Light Rail station nearby. Please provide design plans when available to ensure compliance with current standards. Storm Water/Drainage: Please ensure stormwater discharge rates remain less than existing flow rates. The county storm water system will not take water from new drainage areas. Additional treatments may be necessary if flow rates cannot match existing. Contact: Eric Vogel at 612-596-0316 or eric.vogel2@hennepin.us Additional Consideration: We respect the city’s preferences but advise against the proposed vacation of the existing alley easement here and along neighboring properties. Alleys provide essential traffic circulation for local trips. A future alley between Hansen Court (east and west) could assist in further access consolidation along West Broadway. Permits: Please inform the developer that all construction within county right-of-way requires an approved county permit prior to beginning construction. This includes, but is not limited to, driveway and street access, drainage and utility construction, sidewalk development, and landscaping. Contact: Michael Olmstead, Permits Coordinator at 612-596-0336 or michael.olmstead@hennepin.us 7.3 Please contact Jason Gottfried at 612-596-0394, jason.gottfried@hennepin.us for any further discussion. Sincerely, Carla Stueve, PE County Highway Engineer 7.3 1 CITY OF CRYSTAL HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2022-____ RESOLUTION APPROVING LOT CONSOLIDATION VIA THE FINAL PLAT OF CRYSTAL HOUSING GROUP ADDITION WHEREAS, Crystal Housing Group, LLC (the “Applicant”) has submitted an application to the City of Crystal (the “City”) for approval of a lot consolidation of Hennepin County PIDs 09-118-21-22-0030, 09-118-21-22-0031, 09-118-21-22-0032, and 09-118-21-22-0033, which are legally described in the attached Exhibit A (the “Property”); and WHEREAS, to effectuate said lot consolidation, the Property is proposed to be platted as CRYSTAL HOUSING GROUP ADDITION; and WHEREAS, the plat of CRYSTAL HOUSING GROUP ADDITION is attached hereto as Exhibit B (the “Plat”); and WHEREAS, the City Planner’s report regarding this matter, dated September 1, 2022 and attached hereto as Exhibit C, is incorporated herein and made part of this approval, except that the terms and conditions contained below are controlling; and WHEREAS, the City Council of the City of Crystal finds that the Plat is in conformance with the requirements of the City’s Unified Development Code, which is contained in Chapter V of the Crystal City Code. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Crystal, based on the record of this matter and the findings and determinations contained herein, hereby grants final approval for the plat of Crystal Housing Group Addition, subject to compliance with all of the following conditions: 1. Easement Vacation. The existing alley easement within Lot 15, Block 2, Hanson’s Addition, Hennepin County, Minnesota must be vacated by the City Council through a separate vacation proceeding and recorded immediately prior to the Plat. 2. Compliance. In developing the Property, the Applicant, or its successors and assigns, are required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances in developing the Property and shall be required to obtain such permits and permissions as may be required in doing so. This includes, but is certainly not limited to, strict adherence to the Crystal City Code. 3. No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant or term of this Plat approval shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 7.3 2 4. Binding Effect; Recording. The conditions within this approval are binding on the Applicant and its successors and assigns, shall run with the Property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership. The obligations of the Applicant under this approval shall also be the obligations of the current and any subsequent owners of the Property. The Plat shall be recorded within six months of the date of this resolution. Adopted by the Crystal City Council this 6th day of September 2022. ____________________________ Jim Adams, Mayor ATTEST: ___________________________ Chrissy Serres, City Clerk 7.3 A-1 EXHIBIT A Legal Description of the Property Lot 11, except the Southeasterly 83 feet thereof, Lot 12 except the Southwesterly 7 feet of said Lots 11 and 12, Block 2, Hanson's Addition, Hennepin County, Minnesota. AND All that part of Lot 13, Block 2, Hanson's Addition, which lies Northeasterly of the following described line: Beginning at a point on the Southeasterly line of said Lot 13, distant 7 feet Northeasterly of the most Southerly corner thereof; thence run to a point on the Northwesterly line of said Lot 13 distant 7 feet Northeasterly of the most Westerly corner thereof, Hennepin County, Minnesota. AND All that part of Lot 14, Block 2, Hanson's Addition, which lies Northeasterly of the following described line: Beginning at a point on the Southeasterly line of Lot 13, Block 2, said addition, distant 7 feet Northeasterly of the most Southerly corner of said Lot 13; thence run to a point on the Northwesterly line of said Lot 13 distant 7 feet Northeasterly of the most Westerly corner thereof; thence run to a point on the Northwesterly line of Lot 14, distant 8 feet Northeasterly of the most Westerly corner of said Lot 14 and there terminating, Hennepin County, Minnesota." AND That part of Lot 15, Block 2, Hanson's Addition which lies Northeasterly of a line drawn parallel with and distant 24.5 feet Northeasterly of the following described line: Commencing at the Northwest corner of Section 9, Township 118, Range 21; thence run southerly along the West line of said Section 9 for a distance of 349.67 feet; thence deflect left at an angle of 42 degrees 50 minutes for a distance of 831.77 feet; thence deflect left at an angle of 90 degrees for a distance of 12 feet to the actual point of beginning of line being described; thence deflect left at an angle of 90 degrees for a distance of 100 feet; thence deflect to the right along a tangential curve having a radius of 5729.58 feet (Delta angle 1 degree 54 minutes 33 seconds) for a distance of 190.92 feet; thence tangent to said curve for a distance of 94.22 feet; thence deflect to the left along a tangential curve having a radius of 5729.58 feet (delta angle 1 degrees 54 minutes 33 seconds) for a distance of 190.92 feet and there terminating, Hennepin County, Minnesota. 7.3 B-1 EXHIBIT B Final Plat 7.3 C-1 EXHIBIT C Planner’s Report (attached hereto) 7.3 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 1 OF 7 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Anne Norris, City Manager (for September 6 Meeting) DATE: September 1, 2022 RE: Consider second reading of an ordinance rezoning the property at 5232-5256 West Broadway to Town Center - Planned Development for a proposed apartment building and adoption of a resolution approving summary language of the ordinance for publication A.INTRODUCTION Crystal Housing Group is proposing to purchase the four lots at 5232-5256 West Broadway, consolidate them into one lot, and then construct a new 4-story, 58-unit apartment building on the property. The property is currently zoned Industrial (I), but the applicant is proposing to rezone the property to Town Center – Planned Development (TC-PD). Apartment buildings are a permitted use in that zoning district. Notice of the August 8 public hearing was published in the Sun Post on July 28, mailed to owners, renters, and commercial tenants within 1,000 feet (attachment A) and posted to the Becker, Forest, Twin Oaks, Welcome Park, and Cavanagh Oaks neighborhoods on Nextdoor. A sign was also posted on the property. On August 16 the Council approved first reading of the rezoning ordinance including the site and building plans. On September 6 the Council is asked to approve second reading and adoption of the rezoning ordinance and also a resolution for a summary publication of the ordinance. Staff Report Attachments: A.Site location and neighborhood notice mailing map B.Existing zoning map C.2040 Comprehensive Plan planned land use map D.Applicant’s project narrative E.Site plan (37 sheets) F.Ordinance G.Resolution approving summary ordinance COUNCIL STAFF REPORT Proposed Apartment Building 7.4 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 2 OF 7 2021 Aerial Photo: B. BACKGROUND Neighborhood open house The applicant held a neighborhood open house on March 3, 2022, which was attended by approximately five to seven area residents, the city planner, and the community development director. The purpose of the open house was to provide information on the proposed project to property owners near the facility. Attendees asked questions about the layout of the building and what amenities would be provided. Existing Use The 1.7 acre (76, 944 sq. ft) property consists of four vacant properties addressed as 5232-5256 West Broadway. A commercial building formerly on the property was demolished in 2007, but remnants remain of the surface parking lot. Adjacent uses The following are the existing land uses and zoning districts surrounding this property: • North. Vehicle sales and repair, zoned Industrial (I) • East. Office warehouses, zoned I • West. Vehicle sales and repair; food shelf, all zoned Commercial (C) • South. Restaurant; vehicle repair, both zoned I 7.4 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 3 OF 7 Conformance to Comprehensive Plan According to the city’s 2040 Comprehensive Plan, the property is designed as mixed use on the planned land use map (attachment C), which is described as a vertical or side-by- side mixture of multiple family residential, institutional, commercial and industrial uses. The proposed density for this apartment building is 27 units per gross acre based on a gross acreage of approximately 95,282 sq. ft (2.2 acres). This density is within the required density range of 16-64 units for the TC-PD district. C. PROPOSED APARTMENT BUILDING The applicant is proposing to construct a four-story, 58-unit apartment building on the property. The building will contain a mixture of 1, 2, 3, and 4 bedroom units, with parking provided in a basement garage and the rest in a surface parking lot behind the building. A community room and three administrative offices will be located on the first floor. The building will be addressed as 5240 West Broadway Avenue. Site Plan Elements The properties to be included in the TC-PD consists of four platted lots. The applicant will submit a lot consolidation application that will combine these lots into one parcel. According to the UDC, a lot consolidation application is approved by the City Council without the need for a public hearing. The following are the notable site plan elements for the proposed building: • Building setbacks and height. Except for the front setback (see section D, below), the proposed building meets setback requirements in the proposed TC-PD district: ▪ Front (southwest) property line: 24’ (the maximum requirement is 10’) – See section D ▪ Southeast side property line: 85’ (minimum requirement is 0’) ▪ Northwest side property line: 12’ (minimum requirement is 0’) ▪ Rear (northeast) property line: 72’ (minimum requirement is 3’) The proposed building will not be located in a drainage or utility easement. The apartment building will be approximately 45’ (four stories) in height. Although the building is quite far from the Crystal Airport, t he applicant notified the Federal Aviation Administration (FAA) of the proposed building construction. The FAA has responded by saying the proposed building height does not create a hazard to airport operations. • Parking. The applicant is providing 117 spaces, which meets the city’s minimum number of 116 spaces. The underground garage will have 52 spaces and the surface parking lot will have 65, and the applicant is requesting flexibility for the requirement that half of the required spaces be enclosed (see section D). The parking areas meets UDC requirements for setbacks, and parking space and aisle dimensions. 7.4 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 4 OF 7 • Stormwater management and erosion control measures. The applicant has provided a stormwater management plan, which provides for a storage chamber under the proposed surface parking lot. Review and approval by the Shingle Creek Watershed Management Commission is not required. The percentage of impervious surface on the property will increase from 56% to 69% (the maximum coverage is 90% for the TC-PD district). During building construction the city will require erosion control techniques to be used on-site including silt fences, inlet protection, and rock construction entrances. • Utilities. The proposed building will connect with existing water and sanitary sewer mains. Existing overhead utilities are located along the east and south property lines. These utilities will be located in drainage and utility easements that are dedicated with the new lot consolidation plat. If those lines are relocated or extended, then the lines and extensio ns must be buried underground. New private utility services to the proposed building, such as Xcel Energy, Lumen (formerly Century Link) and Comcast, will be buried underground. The utility plan sheet is missing inconsequential information about the location of two gate valves, as well as a note that states that plastic rings will be used, not concrete adjusting rings. Staff recommends that a condition of rezoning approva l that this information will be provided prior to the issuance of the building permit. • Access and circulation. The city’s Public Works department and the West Metro Fire Rescue District staff have reviewed this traffic circulation plan and found it adequate to meet vehicle movement into and within the site, including fire trucks. There are four existing curb cuts which will be removed and Hennepin County has indicated that the reduction to one new curb cut meets their requirements for this county road. There is a 10’ wide alley easement on the east side (rear) of 5256 West Broadway. This easement was dedicated to the city in 1980 but the alley was never improved , and the alley easement right-of-way does not extend through the whole block. Since an alley is not needed or planned through this block, the applicant will request that the City Council consider approval of the applicant’s request for alley vacation. • Building elevations. The proposed major exterior building material is lap siding, with masonry and brick veneer as accent materials. These materials meet the city’s requirements. A rending of the proposed building is attachment E. • Landscaping. There are currently no trees on the property. The plan calls for 39 new trees to be planted: “boulevard linden”, “red oak”, “river birch”, “princeton elm”, skyline honeylocust”, “black hills spruce”, Norway spruce”, “Austrian pine”, “quaking aspen”, “serviceberry”, and “tree lilac”. The applicant proposes to plant two varieties of shrubs, including those that will screen the proposed building foundation and the surface parking lot from view. • Screening. Waste receptacles will be placed within the underground garage , except for a brief time before pick-up when they will be placed on a pad near the entrance 7.4 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 5 OF 7 to the underground garage. The applicant is unsure at this time what rooftop mechanical units may need to be screened. Staff recommends a condition of rezoning approval that the applicant provide a rooftop screening plan, if needed, prior to building permit issuance. • Exterior Lighting. There are two existing light poles on the property and both of these will be removed and then replaced with six new light poles. There will be seven exterior lighting fixtures on the proposed building. This lighting meets the city’s requirements. • Pedestrian connections. There is an existing sidewalk along West Broadway that will be removed and replaced with a 6’ wide public sidewalk. A private sidewalk will also connect the front entrance to the rear building entrance an d parking lot. • Signs. The applicant is not proposing a monument sign at this time. The applicant must receive sign permit approval before installing any building signage. D. REZONING TO TOWN CENTER PLANNED DEVELOPMENT (TC - PD) The applicant is requesting that the consolidated properties be rezoned to Planned Development – Town Center (TC - PD), which has requirements for site design elements such as building placement and façade treatments, but the TC-PD district allows for flexibility in these zoning requirements. Attachment D details the applicant’s rationale for requesting flexibility with the following requirements, and staff is supportive of these requests: Number of enclosed parking spaces. The UDC requires two spaces per dwelling unit, one of which must be enclosed in a garage. The minimum number of parking spaces for this building is 116 spaces, 58 of which must be enclosed. The site plan provides for 52 enclosed parking spaces. The city’s parking regulations allow a reduction in the number of enclosed spaces if the applicant provides information about why it is not feasible to construct the required number. The applicant’s narrative indicates that in order to meet dimensional requirements within the underground garage, only 52 parking spaces can be constructed. Glazing. The minimum glazing requirement for the first floor is 50% and for the upper floors 30%. The applicant is requesting a reduction to 33% for the first floor and 27% for the upper floors. Staff believes that the intent of the 50% requirement for the first floor was for buildings that have a nonresidential use on that floor. Staff is also supportive of the minor reduction for the upper floors. First floor height. The first floor height requirement is 12’- 20’ and the applicant is requesting a reduction to 10’. Staff believes that the intent of the 50% requirement for the first floor was for buildings that have a nonresidential use on that floor. Building street frontage. The UDC requires at least 75% of the building street frontage to be occupied by the apartment building, but this may reduced to 60% if the applicant can demonstrate that the purpose of the town center district is still achieved. 7.4 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 6 OF 7 For this property the minimum street frontage is 231’, but the applicant is requ esting that this be reduced to 211’ (69% of the lot frontage). The purpose of the town center districts is to create a walkable, urban-like environment. With substantial landscaping between the building and the street, and parking located either within or behind the building, the site plan will still create a walkable, pedestrian-friendly environment. Front Setback. As noted earlier, the maximum front setback is 10’, and the applicant is requesting to construct the building at a maximum setback of 24’. The applicant’s rationale is that the building is moved back from the West Broadway property line so that a front porch could be constructed, with steps leading to the new sidewalk. The area in front of the building will be landscaped to create a pedestri an-friendly environment. E. REQUESTED ACTION At the August 8, 2022 Planning Commission meeting, the Commission recommended by a vote of 6 to 2 (one member absent) that the City Council approve the rezoning of 5232-5256 West Broadway to Town Center - Planned Development (TC-PD) to construct a four story, 58-unit apartment building with the following conditions of approval: 1. Site Plan. The development shall be constructed according to the site plan in attachment E. Prior to issuance of the building permit, the applicant shall: a. Receive approval by the City Council of lot consolidation and alley easement vacation applications to combine the applicant’s four properties at 5232, 5240, 5248, and 5256 West Broadway into one parcel, vacate the alley easement, and provide new easements on the final plat document. b. Submit a plan to screen rooftop mechanical units according to the requirements of city code section 520.13. c. Provide an updated utility plan and detail sheet that shows a gate valve for the new water service connection, as well as for the fire hydrant. A note shall be added to the plan that plastic rings will be used, not concrete adjusting rings. d. Sign a site improvement agreement with the city and provide an escrow to guarantee installation of the surface parking lot, underground stormwater chamber, and landscaping plan. 2. Overhead utilities. If utility lines are installed, relocated or extended, the lines shall be buried underground. New private utilities, such as Xcel Energy, Center Point Energy, or Comcast shall be buried underground. 3. Special provisions related to Town Center - Planned Development rezoning. The rezoning to TC-PD implements the following special provisions in place of the standard town center requirements: a. The number of enclosed parking spaces is reduced from 58 to 52 spaces. 7.4 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 7 OF 7 b. The minimum glazing requirement is reduced from 50% to 33% for the first floor and from 30% to 27% for the upper floors. c. The minimum first floor height is reduced from 12’ to 10’. d. The building street frontage requirement is reduced from 75% to 69%. e. The maximum front building setback is increased from 10’ to 24’. The applicant anticipates starting construction of the building in early 2023, with completion in mid-2024. City Council actions requested: 1. Second reading and adoption of the rezoning ordinance 2. Adoption of the resolution approving summary publication 7.4 Site Location and Public Hearing Notice Mailing Map 5232-5256 West Broadway 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 7.4 Zoning Map 5232-5256 West Broadway 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 7.4 2040 Comprehensive Plan Map 5232-5256 West Broadway 4141 Douglas Dr. N. Crystal MN 55422 Attachment C 7.4 366 South Tenth Avenue, PO Box 727 Waite Park, MN 56387-0727 P: 320.202.3100 F: 320.202.3139 Architects@SandCompanies.com www.SandArchitects.com Rezoning to Planned Development Narrative 5240 Apts is located at 5240 W. Broadway Ave. The proposed site plan requires a lot consolidation, rezoning and vacation of the alleyway easement. Below is outline of the narrative required for the rezoning. a. Current zoning district for the property is Industrial. The site is in application to be rezoned to Town Center - Planned Development. b. Existing use for the property is a former industrial site that has been demolished. Some paving remains on-site. c. Town center planned development d. – NOTE DELETED e. Design meets density allowance based on site size of 1:76 acres and 58 housing units for proposed density of 32.95 units/acre. Current design also meets parking requirements with 105 total parking spaces of which 52 are located underground below building. f. N/A – Current design does not exceed gross density. 1.76 acres / 58 units g. N/A h. N/A i. The project has accessible sidewalls and pedestrian tactile warning devices at driveway intersections. j. Walkable development Waiver Requests In working through the development and design of 5240 Apts, the applicant is requesting the following waivers: a) Covered Parking - Within the Town Center – Planned Development, each apartment unit shall have two parking spaces with one of these being covered. 5240 Apts is requesting a waiver of the requirements to have one space covered. The building, as proposed, has 52 underground parking spaces with 58 units and 66 surface parking spaces. In total, there are 118 parking spaces provided which is slightly over the minimum requirement of two spaces per unit. In working through efficient use of space and site layout, based on the upper floors, the underground garage only allows 52 spaces. It is estimated that 5240 Apts will have approximately 156 residents (approximately 2.69 residents per unit), many of which will be children, and most residents will be commuting to and from work during the day and will be parking on-site overnight. It is anticipated that there will be one full- time employee and two part-time employees (maintenance and service provider) that will be on- site during the daytime hours. Attachment D 7.4 366 South Tenth Avenue, PO Box 727 Waite Park, MN 56387-0727 P: 320.202.3100 F: 320.202.3139 Architects@SandCompanies.com www.SandArchitects.com Delivery for residents and the building will be mostly quick on-site deliveries by UPS, FedEx, USPS, Amazon, etc. Other deliveries that may occupy a parking stall for a bit would be during move-ins and move-outs. After the initial occupancy, these will be spread out and most likely at the beginning and end of the months. Based on the location to transit and the future light rail station, it is anticipated that not every resident will have a vehicle. In addition, there are 12 supportive housing units (set aside for individuals with disabilities and high priority homelessness) and many of these individuals will likely utilize public transportation and dial-a-ride services (for accessibility), so they may not have vehicles, which would utilize less underground parking. b) Broadway Glass Coverage – Within Town Center – Planned Development, first floor requires a minimum of 50% glazing and upper floors require a minimum of 30% glazing on the façade facing Broadway Avenue. Due to the residential building and need for privacy and safety for the residents, the applicant is requesting a reduction to 32.8% on the first floor and 27.3% on the upper floors. This would provide large storefront sized windows at the community spaces and larger windows in the bedrooms (matching the living room window sizes). c) First Floor Height – The zoning requires that the first-floor height be at a minimum of 12-20’. 5240 Apts has its first-floor height at 10’. Due to the residential nature of the building, this 10’ first- floor height is typically in residential buildings and as such, the applicant would request this waiver be approved. d) Building Street Frontage – The zoning requires that 75% of the building street frontage is occupied by the building. The building has maximized the amount of frontage that the building can have based on the size of the lot, the setbacks, easements, and drive entrance to allow for the required parking on-site. Currently, 5240 Apts has 68.5% of the building street frontage is occupied by the building. Applicant is requesting a slight waiver on this. e) Front Setback – The zoning for the site allows for a maximum setback of 10 feet. The applicant is requesting an additional 14 feet for a total of 24 feet (at the farthest point of the building to the property line). This is requested to allow the front porch to be outside of the easement area. At this front porch area, the building is setback is at approximately 8’4” with the steps and associated footings of the front porch being just off the easement area. 7.4 BROADWAY AVE.BOTTINEAU BLVD.BECKERPARKBASS LAKE RD.DOUGLAS DR.N:\0035789.00\DWG\CIVIL\0035789.00C-CV01.DWG 5240 APARTMENTS © 2022 Westwood Professional Services, Inc.SHEET INDEXPLANS FOR CITY COUNCILAPPROVAL5240 APARTMENTSCRYSTAL, MINNESOTAPREPARED FOR:CRYSTAL HOUSING GROUP, LLCP.O. BOX 727WAITE PARK, MN 56387CONTACT: MEGAN SAND CARRPHONE: 320-202-3100EMAIL: MSCARR@SANDCOMPANIES.COMVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.1 07/12/22 CITY COMMENTSALL2 07/21/22 75% DEVELOPMENT SUBMITTALALL07/28/22 CITY COMMENTS. .. .. .. .. .. .. .FORFORSITE, GRADING, UTILITIES, ANDLANDSCAPEPREPARED BY:PROJECT NUMBER: 0035789.00CONTACT: NICHOLAS T. MEYERPhone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150PLANS FOR CITY COUNCILAPPROVAL5240 APARTMENTSCRYSTAL, MINNESOTAFORFORSITE, GRADING, UTILITIES, ANDLANDSCAPEINITIAL SUBMITTAL DATE: 06/14/2022 SHEET: 01 OF 15PROJECT NUMBER: 0035789.00SITESheet List TableSHEETNUMBERSHEET TITLE01COVER02 ALTA SURVEY03EXISTING CONDITIONS ANDREMOVALS04 SITE PLAN05GRADING PLAN06 EROSION CONTROL PLAN07UTILITY PLAN08 DETAILS09 DETAILS10CITY BOULEVARD PAVEMENTDETAILS11LANDSCAPE PLAN12LANDSCAPE NOTES & DETAILS13SWPPP NOTES14SWPPP NARRATIVE15 SWPPP MAPSAttachment E7.4 N. LI NE OF T HE S. 83 FT. OF L OT 1177SE'LY LINE OF L OT 13 7 MOS T S ' L Y CO RN E R O F LO T 1 3 NW'LY LI NE OF L OT 13 7 MOS T W ' L Y CO RN E R O F LO T 1 3 NW'LY LI NE OF L OT 14MOS T W ' L Y CO RN E R O F LO T 1 48.26L= 1 9 0 . 9 2 R= 5 7 2 9 . 5 8 © 1 : L= 1 9 0 . 9 2 R= 5 7 2 9 . 5 8 © 6 (1 : 1 0 0 . 0 0 CAST IRON MONUMENT, NW CORNER OF SEC. 9, TWP. 118, RGE. 21 W. LINE OF SEC. 9 24.5024.50IRON PIPE CAP NO. 44900 IRON PIPE NO CAP IRON PIPE CAP NO. ILLEGIBLE OPEN IRON PIPE IRON PIPE CAP NO. ILLEGIBLE IRON PIPE CAP NO. 24992 IRON PIPE CAP NO. 24992 80.00EASEMENT F OR P UBLIC ALLEY PER QUIT CLAIM DEE D N O. 1388669 (ITE M N O. 8)101080.001 : 6 :1 : 4 3 . 4 41 : L=31.59 CH=31.59 &+% 1 : R=5754.08 © 1 ( 6 ( 1 (10.006 ( 1 ( 12.00W. B RO ADW A Y ( CO . RD . 8 ) ( V A R I A B L E W I D T H D ED I C A T ED P U B L I C R I G H T O F W A Y )101020S FO C S C S C S C S S FFE=873.46 FFE=873.42 WATSAN WAT SAN WAT WAT XXXXXXXXXX X X X X X X X X X XXXXE X I S T IN G B U I L D IN G BITUMINOUS IN POOR CONDITIONEXISTING B UIL DI N G N O B U I L D I N G S O B S E R V E D O N S U B J E C T P R O P E R T Y S AN S AN S AN S AN S AN S AN S AN S AN S AN S ANWA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA TSAN S AN S AN (8)SAN S TO S TO S TO S TO S TO S TO S TO S TO S TO S TO S TO S TO S TO 1 5 " R C P 1 2 " R C P B EN C HM A R K : TO P N U T H YD R AN T E L E V . = 8 7 4 . 9 3 6 ( 8 3 1 . 7 7BUILDI N G C OR NER 2.8 FT. NW OF PR OPERTY LI NE BUILDI N G C OR NER 2.6 FT. NW OF PR OPERTY LI NE FENCE C OR NER 0.6 FT.SE OF PR OPERTY LI NEFENCE C OR NER 0.2 FT.SE OF PR OPERTY LI NE FENCE C OR NER 0.3 FT. NW OF PR OPERTY LI NE FENCE C OR NER 0.6 FT. NW OF PR OPERTY LI NE STO STO POHPOHPOH POHPOHPOH PO H PO H POH POH POH POH PO H PO H POH POH POH POH PO H POH POH POH POH POH OWNER: MATTALLIE LLC OWNER: CRYSTAL PROP OWNER LLC OWNER: SUESCO INC OWNER: SUESCO INC OWNER: SUESCO INC OWNER: VT PROPERTIES LLC OWNER: BEAVER BUILDING I LLC 872871871 8718 7 1872 8 6 9 8708718718728 7 28728 7 2 8 7 2 R E = 8 7 0 . 9 3 I E NW 1 2 " CON C = 8 6 6 . 6 3 I E S E 1 2 " CON C = 8 6 6 . 7 3 R E = 8 7 0 . 8 2 I E NW / S E 1 5 " CON C = 8 6 6 . 6 2 I E SW 8 " P V C = 8 6 7 . 6 2 R E = 8 7 1 . 4 3 I E SW / S E 1 2 " CON C = 8 6 7 . 3 3 R E = 8 6 8 . 7 2 I E S E 1 8 " CON C = 8 6 5 . 5 2 R E = 8 7 1 . 7 7 I E 8 " P V C = 8 6 2 . 8 7 R E = 8 7 2 . 7 4 I E N E / SW 8 " P V C = 8 6 2 . 0 4 WA T WA T CAST IRON MONUMENT, W 1/4 CORNER OF SEC. 9, TWP. 118, RGE. 21 ( 8 0 F T . W ID E D ED I C A T ED P U B L I C R I GH T O F W A Y )PARCEL 1PARCEL 2PARCEL 3PARCEL 4FENCE LI NER 1.38 FT. N W OF PR OPERTY C OR NER S AN . S T U B S AN . S T U B S AN . S T U B S AN . S T U B SHEET NUMBER:PREPARED FOR: OF FIELD WORK DATE:05/31/22 BDAFIELD CREW: DRAWN: CHECKED: BJY CNA 1 1 ALTA/NSPS Land Title and Topographic Survey Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150N:\0035789.00\DWG\SURVEY\0035789.00V-AL01.DWGREVISIONS:© 2022 Westwood Professional Services, Inc.DATE: 07/12/2022PROJECT NUMBER: 0035789 (NOT TO SCALE) 0 30 60 90 1" = 30' VICINITY MAP SITE SCALE IN FEET FOUND MONUMENT (SEE LABEL) SET MONUMENT - LS 43055 GUY WIRE SANITARY MANHOLE CATCH BASIN POWER POLE SIGN STEEL/WOOD POST POWER OVERHEAD SANITARY SEWER STORM SEWER GATE VALVE CURB STOP BOX HYDRANT FENCE LINE POH SAN STO S CS X FIBER OPTIC MANHOLE CATCH BASIN MANHOLE FO CURB & GUTTER CONCRETE SURFACE BITUMINOUS SURFACE LEGAL DESCRIPTION LEGAL DESCRIPTION SCHEDULE B SECTION 2 ITEM NOTES TABLE A OPTIONAL ITEM NOTES GENERAL NOTES STATEMENT OF POSSIBLE ENCROACHMENTS SURVEYOR'S CERTIFICATION 1 The following information was provided in First American Title Insurance Company File Number 1608815 which has an effective date of June 23, 2022 8:00 AM: Parcel 1 Lot 11, except the Southeasterly 83 feet thereof, Lot 12 except the Southwesterly 7 feet of said Lots 11 and 12, Block 2, Hanson's Addition, Hennepin County, Minnesota. Torrens Certificate of Title No. 119046 Parcel 2 "All that part of Lot 13, Block 2, Hanson's Addition, which lies Northeasterly of the following described line: Beginning at a point on the Southeasterly line of said Lot 13, distant 7 feet Northeasterly of the most Southerly corner thereof; thence run to a point on the Northwesterly line of said Lot 13 distant 7 feet Northeasterly of the most Westerly corner thereof, Hennepin County, Minnesota. Torrens Certificate of Title No. 119046 Parcel 3 "All that part of Lot 14, Block 2, Hanson's Addition, which lies Northeasterly of the following described line: Beginning at a point on the Southeasterly line of Lot 13, Block 2, said addition, distant 7 feet Northeasterly of the most Southerly corner of said Lot 13; thence run to a point on the Northwesterly line of said Lot 13 distant 7 feet Northeasterly of the most Westerly corner thereof; thence run to a point on the Northwesterly line of Lot 14, distant 8 feet Northeasterly of the most Westerly corner of said Lot 14 and there terminating, Hennepin County, Minnesota." Torrens Certificate of Title No. 1385724 Parcel 4 That part of Lot 15, Block 2, Hanson's Addition which lies Northeasterly of a line drawn parallel with and distant 24.5 feet Northeasterly of the following described line: Commencing at the Northwest corner of Section 9, Township 118, Range 21; thence run southerly along the West line of said Section 9 for a distance of 349.67 feet; thence deflect left at an angle of 42 degrees 50 minutes for a distance of 831.77 feet; thence deflect left at an angle of 90 degrees for a distance of 12 feet to the actual point of beginning of line being described; thence deflectleft at an angle of 90 degrees for a distance of 100 feet; thence deflect to the right along a tangential curve having a radius of 5729.58 feet (Delta angle 1 degree 54 minutes 33 seconds) for a distance of 190.92 feet; thence tangent to said curve for a distance of 94.22 feet; thence deflect to the left along a tangential curve having a radius of 5729.58 feet (delta angle 1 degrees 54 minutes 33 seconds) for a distance of 190.92 feet and there terminating, Hennepin County, Minnesota. Torrens Certificate of Title No. 1385724 The following notes correspond to the numbering system of Schedule B , Section 2 of the above mentioned title commitment. Items 1-7 are not survey related and are not addressed hereon. 8. The following Memorial(s) appears in the Certificate of Title, and will be carried forward to any Certificate of Title: Quit Claim Deed Recorded on July 22, 1980 as Document No. 1388669. (AS SHOWN HEREON). 1. Property corner markers have been found or placed as shown hereon 2. The address of the surveyed property is 5232, 5240, 5248 & 5256 West Broadway, Crystal, MN. 3. The subject property appears to lie within Zone X according to FEMA Flood Insurance Rate Map Community - Panel Number 27053C0211F which has an effective date of 11/04/2016. 4. The subject property contains 76,194 sq. ft. or 1.749 acres, more or less. 5. Elevations and ground contours shown hereon are based on the NAVD88 datum relative to Benchmark: Top Nut Hydrant, which has an elevation of 874.93 feet. 6(a). There were no Zoning Reports or Letters provided by the title company, client or owner. 6(b). There were no Zoning Reports or Letters provided by the title company, client or owner. 7(a). Exterior dimensions of buildings are shown hereon and were measured at the exterior facade of the building. There may be eaves, overhangs and canopies which extend beyond the lines shown. Also, there may be underground footings and building space that are not shown on this survey. 7(b1). No buildings observed on subject property. 7(c). No buildings observed on subject property. 8. The surveyor has made a good faith effort to show all substantial, above ground, visible, and permanent features observed during the course of the survey. 9. The subject property contains 0 regular parking stalls, 0 handicapped stalls and 0 motorcycle stalls. 10. There are no party walls with respect to adjoining properties. 11(b). A private utility marking request was made by the surveyor (One Call Ticket No 221250935). The underground utility lines shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned nor do we guarantee the accuracy or completeness of the markings and maps provided. 13. Names of adjoining owners are shown according to the Hennepin County GIS Map. 16. On the date the field work was completed for this survey, there was no observable evidence of current earth moving work, exterior building construction or building additions. 17. The surveyor is not aware of any proposed changes in street right of way lines and there was no observable evidence of recent street or sidewalk construction or repairs at the time of survey. 18. Any plottable offsite easements provided in the Title Insurance Commitment are shown hereon. 19. Westwood Professional Services, Inc. has obtained a Professional Liability Insurance policy to be in effect throughout the contract term. A Certificate of Insurance can be furnished upon request. 1. Bearings of property lines shown hereon are based on the Hennepin County coordinate system, (NAD 83 - 2011 Control Adjustment). 2. Lengths of lines and distances between features are measured in US-Survey Feet. 3. Elevations and ground contours shown hereon are relative to the NAVD 88 vertical datum and are relative to Benchmark Top Nut Hydrant which has an elevation of 874.93 ft. The following items are items observed by the surveyor which may constitute an encroachment onto/from the subject property and are provided to drawn the users attention, the items below may not in fact constitute an encroachment. Fences lie on or adjacent to property line To: Crystal Housing Group, LLC and First American Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4 (in square feet or acres), 5, 6(a)(b), 7(a)(b1)(c), 8, 9, 10, 11(b), 13, 16, 17, 18, 19 and 20 of Table A thereof. The fieldwork was completed on 05/31/2022. Date of Map: 7/7/2022 Chris Ambourn, LS Minnesota License No. 43055 chris.ambourn@westwoodps.com LIGHT POLE 1 1 1 1 1 07/12/2022UPDATED TITLE COMMITMENT P.O. BOX 727 WAITE PARK, MN 56387 CRYSTAL HOUSING GROUP, LLC CRYSTAL, MINNESOTA 5240 APARTMENTS 7.4 20020120220380.00 EASEMENT FOR PUBLIC ALLEY PER QUITCLAIM DEED NO. 1388669 (ITEM NO. 8)10 1080.00 1 :6 : 1 :43.441 :L=31.59CH=31.59&+% 1 :R=5754.08© 1 (6 (1 (10.00 6 (W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0 300SFOCSCSCSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOBUILDING CORNER 2.8 FT.NW OF PROPERTY LINEBUILDING CORNER 2.6 FT.NW OF PROPERTY LINEFEN C E CO RN E R 0 . 6 F T . S E O F P RO P E R T Y L IN E F EN C E CO RN E R 0 . 2 F T . S E O F P RO P E R T Y L IN E F EN C E CO RN E R 0 . 3 F T .NW O F P RO P E R T Y L IN E F EN C E CO RN E R 0 . 6 F T .NW O F P RO P E R T Y L IN E MF PIPE W/CAP 44900873.98STO STOP O H P O H P O H P O HPOH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)FENCE LINER 1.38 FT. NWOF PROPERTY CORNERREMOVE BITUMINOUS PAVINGREMOVEACCESSAPRONREMOVE SIDEWALKREMOVE SIDEWALKREMOVESIDEWALKREMOVEACCESSAPRONREMOVEACCESSAPRONREMOVEACCESSAPRON*REMOVESECURITYLIGHTREMOVESIDEWALK**REMOVESECURITYLIGHTSAW CUTLINEREMOVE BITUMINOUS PAVINGSAW CUTSIDEWALK ATPROPERTYLINESAW CUTSIDEWALK ATPROPERTYLINESAW CUT BITUMINOUS 2'OFF CURB FOR NEW CURBINSTALLATION AND REPLACEBITUMINOUSREMOVECHAIN-LINKFENCE03...06/14/20224305507/28/22CHRIS AMBOURNNOT FOR CONSTRUCTION30.000017'6' OR 3'0'30'60'90'1" = 30'07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXXEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXXLEGENDPOST INDICATOR VALVEFLARED END SECTIONSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINELECTRIC MANHOLESEWER CLEANOUTPOWER POLEELECTRIC BOXELECTRIC METERSIGNCABLE TV BOXNATURAL GAS METERSTREET LIGHTMAIL BOXSTEEL/WOOD POSTPOWER OVERHEADTELEPHONE UNDERGROUNDTELEPHONE OVERHEADPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEWATER MANHOLEGAS LINECABLE TELEVISION LINEWELLCURB STOP BOXHYDRANTWATER METERHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXTELEPHONE MANHOLENATURAL GAS VALVEFIRE DEPARTMENT CONNECTIONFENCE LINECONTROLLED ACCESSCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEFOUND MONUMENT (SEE LABEL)FLAG POLECTVGASPOHPUGSANSTOTOHTUGWATFO∆SCOSTWCSWWEEETTTVGGMAILXHHEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINECAST IRON MONUMENT (SEE LABEL)MISCELLANEOUS PEDESTALMISCELLANEOUS METERFIBER OPTIC PEDESTALCABLE TV MANHOLEFIBER OPTIC MANHOLEFARM HYDRANTUNKNOWN MANHOLEDOUBLE DETECTOR CHECK VALVESEPTIC COVERMHSEPMMFOFOTVSET MONUMENT (SEE LABEL)INDEX CONTOURINTERVAL CONTOUR982980SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTAP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00EXISTING CONDITIONSAND REMOVALS1507/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00V-EC01.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com7.4 872 8 7 2 8 7 4 870 80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOP O H P O H P O H P O HPOH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)9.0'14.2'32. 2 ' 1 8 . 0 ' 6.0'18.7'8.0'19.7'APARTMENT BUILDINGFFE: 875.024.0'85.0'11.8'20.7' 2 4 . 0 ' 2 0 . 0 ' 2 0 . 0 ' 2 4 . 0 ' 18. 0 'R3.0'R25.0'R3.0'R3.0'R3.0 ' R3.0'R15.0'R3.0'6.0'R13.0'R37.0'R37.0'R13.0'R3.0'R5.0'R44.0'R20.0'12.0'34.0'76911416111123258111312101711189158.0'16.0'4138.0'4.3'4.3'1414...06/14/202229.999999'6' OR 3'07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..·CURRENT ZONING:INDUSTRIAL·PROPOSED ZONING:TC-PD·GROSS SITE AREA:76,944 SF (1.76 AC)LOT 1·BUILDINGS:APARTMENT: 58 UNITS4 LEVELS LIVING SPACE 1 LEVEL UNDERGROUND PARKINGDENSITY: 32.95 UNITS/AC.·BUILDING SETBACKS:1' FRONT ; 0' REAR ; 3' SIDE·PROPOSED BUILDING SETBACKS:MAX . 24' FRONT; MIN. 10' SIDE ·PARKING SETBACKS REAR 3' BOC ; SIDE 1' BOC·PARKING PARKING REQUIREDSURFACE PARKING116 SPACES2 SPACES / UNIT PARKING PROVIDEDSURFACE PARKING65 SPACES54 TYPICAL SPACES 3 ADA SPACES 8 COMPACT SPACES UNDERGROUND GARAGE 52 SPACES117 SPACES·RATIO:2.0 SPACES/UNIT·PARKING SPACE / DRIVE AISLE:9' WIDE X 18' LONG, 24' AISLE·COMPACT PARKING SPACE:8' WIDE X 16' LONG, 24' AISLEIMPERVIOUS SURFACE: 69.1%EXISTINGPROPOSED·PERVIOUS SURFACE:33,103 SF 23,522 SF·IMPERVIOUS SURFACE: 43,091 SF 52,707 SFBUILDING FRONTAGE: 68.5%·TOTAL LENGTH: 308.1 LF·BUILDING LENGTH: 211.3 LFSITE DEVELOPMENT SUMMARY1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.2. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.3. ALL DIMENSIONS ARE TO BACK OF CURB FOR RESIDENTIAL OR EXTERIOR FACE OF BUILDINGUNLESS OTHERWISE NOTED.4. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.5. ALL CURB RADII ARE SHALL BE 5.0 FEET (TO BACK OF CURB) UNLESS OTHERWISE NOTED.6. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.8. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.9. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.GENERAL SITE NOTESSITE LEGENDPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTING (SEE LIGHTING PLANS)EXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTER5T 1 B612 CURB AND GUTTER2 PEDESTRIAN CURB RAMP W/ TRUNCATED DOMES3 FLUSH CURB4 INTEGRAL CURB AND SIDEWALK5 HANDICAP ACCESSIBLE SIGNAGE AND STRIPPING6 CURB STOP7 BIKE RACK (SEE ARCH. PLANS)8 PICNIC TABLE & GRILLS (SEE ARCH. PLANS)9 SITE LIGHTING (SEE LIGHTING PLANS)10 TOT LOT (SEE ARCH. PLANS)11 PRIVATE CONCRETE SIDEWALK12 PUBLIC CONCRETE SIDEWALK13 COLORED CONCRETE BOULEVARD (CITY DETAIL)14 FUTURE ELECTRIC CAR CHARGING STATIONS (17)15 TRASH PICK-UP PAD16 FENCE (SEE ARCH. PLANS)17 RETAINING WALL18 HANDRAILS (SEE ARCH. PLANS)1SITE NOTESCOLORED CONCRETE PAVEMENTSNOW STORAGE AREASHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA04155377407/28/22NICHOLAS T. MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'P.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00SITE PLAN07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-SP01.DWG © 2022 Westwood Professional Services, Inc.7.4 80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOP O H P O H P O H P O HPOH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)872 8 7 2 8 7 4 870 E.O.F.870.50870872874BUILDINGFFE = 875.00LL1 = 863.00871.00872.62873.52872.66871.91871.50872.66871.96871.37871.53872.00871.06871.11872.00871.73871.81871.75871.63871.25870.00870.37870.46870.81871.50870.05870.31870.40871.06871.00870.34870.84871.19870.26868.77866.43864.48863.50863.00863.00863.55864.09866.25869.01871.73872.25873.30874.00874.00873.12872.90872.82872.41872.48875.00874.62874.62B 874.00F 874.00874.14B 874.00F 874.00874.62874.62874.67874.03873.89873.60875.00873.60873.71875.00873.00868.79868.79874.28B 873.48F 873.48B 873.48F 873.48872.39872.48872.27871.78871.46871.56872.68872.28872.06871.87872.08872.48875.00872.23872.36871.73872.31872.28871.85871.83872.74873.84873.86873.61873.502.55 %2.90%2.08%1.92%4.94%4.80%0.00%3.38%4.57%2.28%2.36%2.33% 1 . 1 6% 0 . 8 5%7.00%2.00%2.00%2.00%2.36%870868866864874874874873.37875.00875.00874.35TW=873.00BW=863.00TW=873.00BW=864.04TW=873.00BW=864.50TW=870.50BW=867.00TW=871.00BW=869.27TW=873.00BW=871.20TW=873.17BW=869.50TW=873.80BW=867.00TW=874.00BW=864.50TW=874.00BW=864.00TW=874.00BW=863.50...06/14/202230'6' OR 3'0'30'60'90'1" = 30'07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN AREAPPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TOEXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES AREFOUND.2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFVESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS,EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS.3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONSFOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA.4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREASSHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTINGAND TURF ESTABLISHMENT.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICESSUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THEMOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THEENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOTSTANDARDS.6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTHFINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEENSUCH POINTS AND EXISTING GRADES.8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESSOTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING ANDUTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL INA MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSEDPROFESSIONAL ENGINEER.12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIREDON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETEPASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTINGLABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BECOMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BECOMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD ASOUTLINED IN MNDOT 2105.3F2.16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER.EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED ASREQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING & DRAINAGE NOTESNOT FOR CONSTRUCTION1. BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION.ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVESEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SANDBAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS AREESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTILBASINS ARE ON-LINE.2. BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM.3. PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION.4. BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUALRING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATE IS 1-INCHPER HOUR. IF BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKECORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAYINCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT,WITH NO DIRECT COMPENSATION MADE.5. NO EQUIPMENT OR MATERIAL STORAGE, OTHER THAN CHAMBERS, WILL OCCUR IN THEINFILTRATION AREA.FILTRATION/INFILTRATION BASIN NOTESPROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND0.00%900.00900.00E.O.F.TW=XXX.XXBW=XXX.XXSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA055964007/28/22THOMAS D. DESUTTERP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00GRADING PLAN1507/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-GD01.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com7.4 SF SF SF SF SF SF SF SFSFSFSF SFSFSFSFSFSFSFSFS F S F S F S F S F S F S F SF 80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOMF PIPE W/CAP 44900873.98STO STOP O H P O H P O H P O HPOH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)872 8 7 2 8 7 4 870 870872874870868866864874874874TDDCHFTDD06/14/202230'6' OR 3'0'30'60'90'1" = 30'07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ANDLIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HASBEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BECONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OFCURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES,HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITYFOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USEWHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITEDTO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESCSHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THEWORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIREDTO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'SMETHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUDON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTEREACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THEEXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY.A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCETRACKING OF DIRT ONTO PUBLIC STREETS.5. WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED ENDSECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVEWOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.6. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED ANDMULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OFCONSTRUCTION.7. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PERACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111(SPRING/SUMMER) AT 100-POUNDS PER ACREC. INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PER ACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET ISREQUIRED.10. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11. ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BEDREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOMELEVATION.12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANTDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13. THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BERESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGEDURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH APOSITIVE OUTFLOW.14. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BECONCURRENT WITH SITE WORK.SILT FENCE (TYP.)SILT FENCE (TYP.)SILT FENCE (TYP.)ROCK CONSTRUCTION ENTRANCE (TYP.)INLET SEDIMENT CONTROL (TYP.)NOT FOR CONSTRUCTIONPROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGENDSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC982980982980GENERAL EROSION CONTROL NOTESSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA065964007/28/22THOMAS D. DESUTTERP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00EROSION CONTROL PLAN1507/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-GD01.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.comINLET SEDIMENT CONTROL (TYP.)7.4 80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOMF PIPE W/CAP 44900873.98STO STOP O H P O H P O H P O HPOH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)80.00 EASEMENT FOR PUBLIC ALLEY PER QUITCLAIM DEED NO. 1388669 (ITEM NO. 8)10 1080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO15" RCP12" RCPBENCHMARK:TOP NUT HYDRANTELEV.=874.93MF PIPE W/CAP 44900873.98STO STOP O H P O H P O H P O HPOH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCRE=870.93IE NW 12" CONC=866.63IE SE 12" CONC=866.73RE=870.82IE NW/SE 15" CONC=866.62IE SW 8" PVC=867.62RE=871.43IE SW/SE 12"CONC=867.33RE=868.72IE SE 18" CONC=865.52RE=871.77IE 8" PVC=862.87RE=872.74IE NE/SW 8" PVC=862.04WATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)SAN. STUBSAN. STUBSAN. STUBSAN. STUBROOF DRAIN-SRE=869.12IE=868.24 (NE)STMH-31RE=0.00IE=866.42 (NE)IE=869.76 (S)IE=868.00 (W)IE=866.42 (SE)ROOF DRAIN-NRE=868.94IE=868.05 (E)STMH-32RE=0.00IE=866.61 (NW)IE=866.61 (SW)12" AREA DRAIN (TYP)RE=873.25IE=870.00 (N)12" AREA DRAIN (TYP)RE=873.25IE=869.86 (S)IE=869.86 (N)STMH-30RE=873.02IE=866.00 (NW)IE=866.00 (NE)IE=868.00 (SW)IE=863.75 (SE)SUMP=861.75STMH-21RE=871.75IE=866.00 (SW)IE=866.00 (E)IE=863.75 (NW)SUMP=861.75STMH-23RE=871.54IE=866.87 (SE)IE=866.87 (NE)CBMH-24RE=870.85IE=867.00 (NW)STMH-10RE=870.75IE=866.00 (NE)IE=863.75 (NW)CBMH-22RE=869.85IE=866.50 (W)CBMH-33RE=869.86IE=866.50 (SW)Ex. CBMH-5RE=868.72IE=865.52 (SW)IE=865.52 (SE)GARAGE PUMPIE=862.07 (N)IE=866.61 (SE)4 7 L F - 1 5 " S TM SW R @ 1 . 0 2%80 LF-12" STM SWR @ 0 .63%30 LF-12" STMSWR @ 0.44%113 L F - 1 2 " S TM SW R @ 0 . 7 7%37 LF-12" STMSWR @ 0.50%89 LF-12" STM SWR @ 0.47%15 LF-6" PVC @0.00%17 LF-6" PVC @0.50%28 LF-4" PVC @0.50%16 LF-4" PVC @0.67%96 L F - 1 2 " S TM SW R @ 0 . 5 2%48 LF-8" STMSWR @ 0.50%11 LF-8" STMSWR @ 0.50%UNDERGROUNDCHAMBER SYSTEMTOC=868.50BOC=863.75OUTLET=866.00HWL=868.44CO-51RE=873.61IE=862.31 (NE)IE=862.31 (NW)D=11.1CO-52RE=872.88IE=862.30 (SE)IE=862.30 (SW)D=10.6MH-50RE=872.78IE=862.20 (SE)IE=862.20 (NE)IE=862.20 (SW)D=10.66" SANITARY SERVICEIE=862.33 (SW)6" SANITARY SERVICEIE=862.32 (NW)5 LF-6" PVC @0.40%26 LF-6" PVC @0.40%59 LF-6" PVC @0.40%5 LF-6" PVC @0.40%24 LF-6" PVC @0.40%N:\0035789.00\DWG\CIVIL\0035789.00C-UT01.DWG...06/14/2022##### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..CONNECT TO EXISTING8" SANITARY SEWERIE=861.96SANITARY SEWERSTOSTORM SEWEREASEMENT LINEWATSANEXISTINGPROPOSEDUTILITY LEGEND1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIESAND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITIONOF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITSHAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITYCONNECTION LOCATIONS.5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES. OVERHEAD UTILITY LINES AND POLES ARE NOT PERMITTED BY CITY CODE, ANY EXISTING LINES AND POLES SHALL BE REMOVED.6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TOCOMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGINGTO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OFTHE CONTRACTOR.6.1. ALL NECESSARY COUNTY PERMITS FOR WEST BROADWAY SHALL BE OBTAINED PRIOR TO CONSTRUCTION.7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONSSHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11. DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88.12. ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OFTHICKNESS.13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEETOF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMERWHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0.14. STORM SEWER PIPE:A. RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C. HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306.FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E. CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF AWATERMAIN, WATER SERVICE, OR A BUILDING.F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OFA BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712.15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16. POST INDICATOR VALVES SHALL BE AVK (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLEFOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTHDEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18. ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.20. ALL EXISTING WATER AND SANITARY SERVICES SHALL BE DISCONNECTED AT THE MAIN.GENERAL UTILITY NOTESWATWATER MAINPROPERTY LINEHYDRANTGATE VALVEFLARED END SECTION (WITH RIPRAP)LIGHT POLEFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERSEXISTING FIREHYDRANT (TYP)EXISTING 8"WATERMAIN (TYP)EXISTING 8" SANITARYSEWER MAIN (TYP)REMOVE STUBS &ABANDON EXISTINGSANITARY SERVICESREMOVE STUBS & PLUGEXISTING SANITARYSERVICESREPLACE EXISTING CATCHBASIN CASTINGS W/DRIVEOVER CASTINGSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA07155964007/28/22THOMAS D. DESUTTERP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00UTILITY PLAN07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-UT01.DWG © 2022 Westwood Professional Services, Inc.NOT FOR CONSTRUCTION0'30'60'90'1" = 30'Common Ground AllianceCall 48 Hours before digging:811 or call811.comPROPOSED FIREHYDRANT (TYP)PROPOSED 8"WATER SERVICECONNECT TO EXISTING 8"WATERMAIN (TYP)PROPOSED FDC(TYP)TRENCH DRAIN PERDETAIL ST22 (TYP)7.4 TDDCHFTDD06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..LAST REVISED:01/09/20B6 STYLE CURB AND GUTTERSI01NOTES:1. EXPANSION JOINT SPACING IS 100'2. MIN. 3" CL. 5 UNDER C.&G.3. CURB SHALL BE PER MnDOT SPEC 2531 7"8"X"Y"6" 13 1/2"Curb TypeXYB612B618B62424"18"12" 20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R = 1 / 2 "TIP OUT SLOPE 3/4" PER FT.INTEGRAL CURB AND WALKSI05NOTES:1. SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2. WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17LENGTH & LOCATION NOTED ON PLANS#4 x 3'-0" @ 3'-0" OC FOR WALK#4 x 3'-0" @ 1'-6" OC FORENTRANCE AREA3" R6"TACK COAT3"#4 REBAR6"6"6"2 1/2"MATCH ARCHITECTURAL PLAN ONWIRE & REBAR IN STOOP AREA6x6 - CONTINUOUS WIRE MESH4" GRANULAR PER ARCHITECTURAL PLANSCURB TO EXTEND TO BOTTOMOF AGGREGATE BASE5" CONCRETE WALKMATCH LINE AGG. BASEBIT. PAVEMENT13xxxxxxx2"PRIVATE CONCRETE SIDEWALKSI08NOTES:1. SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2. WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17FINISH GRADESEE PLAN5" CONCRETE WALK WITHCONTINUOUS WIRE MESH ANDCONTRACTION JOINTS EVERY 5' ANDEXPANSION JOINTS EVERY 100' OR AT90° INTERSECTIONS2% CROSS SLOPE6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASEFILTER CLOTH 4'ABOVE SOURCEOF WATERMIN. 4" OVERLAPLAST REVISED:04/20/21GD21BERMWATER TABLE15 4"20 6"25 6"30 8"35 8"45 10"NOTES:1. MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.2. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS.3. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT.4. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.5. DO NOT STRETCH.SLOPE RATIO2:1 (H:V)>2:1 - 1:1STAPLES/YARD1.2 STAPLES1.7 STAPLESSPACING FOR STAPLESSTAPLELENGTHCATEGORYOFBLANKETTYPICAL SLOPE SOIL STABILIZATIONISOMETRIC VIEWTAMP DIRTOVER MAT/BLANKETVA R I E S NON-WOVEN GEOTEXTILEFILTER FABRIC UNDERTYPICAL TREATMENTGENERALSTAPLEPATTERNVA R I E S 4'VARIES12"TEMPORARY EROSION BLANKETSTURF REINFORCEMENT MATS FOR SLOPESWET SLOPE LININGVAR I E S 12"MIN.LAST REVISED:08/15/17SILT FENCEGD02RUNOFFPONDING HEIGHTFLOWFLOW PONDING HEIGHTRUNOFFNOTES:1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.TRENCH WITH NATIVE BACKFILLALTERNATIVE DETAILEXTRA STRENGTH FILTER FABRICTYPE II - ADD WIRE MESH BACKING TYPE III - ADD WIRE MESH AND HAY BALESSTEEL ORWOOD POST36" HIGH MAX.STEEL ORWOOD POSTFILTER FABRIC,ATTACH SECURELYTO UPSTREAMSIDE OF POST4"x6" TRENCHWITH COMPACTEDBACKFILLGRAVEL8"12"MIN.9" MAX.RECOMMENDEDSTORAGE HEIGHT 10'-0" MAX. SPACING WITHWIRE SUPPORT FENCE.6'-0" MAX. SPACINGWITHOUT WIRE SUPPORTFENCESTANDARD DETAILTRENCH WITH GRAVELLAST REVISED:08/15/17CONSTRUCTION ENTRANCEGD05NOTES:1. FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2. WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3. ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4. LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SURFACEPUBLIC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.20' M IN .WIDTH 50' MIN.POCKETNOTES:1. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, (MEETING MnDOT SPEC. 3733 GEOTEXTILES)2. FINISHED SIZE (INCLUDING POCKETS) SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.3. DO NOT INSTALL PROTECTION IN INLETS SHALLOWER THAN 30". THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG (USING PLASTIC ZIP TIES) TO ACHIEVE THE 3" CLEARANCE.LAST REVISED:08/15/17STORM DRAINFILTER BAG INSERTGD10FLAP4"INLET SPECIFICATIONSTO MATCH THE PLANDIMENSION LENGTHAND WIDTH21MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETSFRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRIC2"x4" HOLE SHALL BEHEAT CUT INTO ALLFOUR SIDE PANELSUSE REBAR OR STEEL RODFOR REMOVAL ( FOR INLETSWITH CAST CURB BOX,REPLACE ROD WITH WOOD2" X 4") . EXTEND 10"BEYOND GRATE ON BOTHSIDES, SECURE TO GRATEWITH WIRE OR PLASTIC TIES412" 12"12"2"LAST REVISED:11/29/18FLUSH CURB AND GUTTERSI02-D12"8"20"SLOPE GUTTER TO MATCH(3/4" PER FT. TYP)TIP GUTTER OUT AS REQUIRED3" RADIUS1/2" RADIUS7"1/4" BACK8.5"085964007/28/22THOMAS D. DESUTTERNOT FOR CONSTRUCTIONP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00DETAILS1507/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-DT01.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.comSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTALAST REVISED:08/08/17WATERMAIN WET TAPWM15BITUMASTIC ANTI-CORROSIVE COATINGREQUIRED ON BARE METALS.(AEROSOL SPRAY IS NOT ACCEPTABLE)ALL BOLTS MUST BE 304 STAINLESS STEEL.AANOTE:1. DUCTILE IRON WATER MAIN SHALL HAVE CONDUCTIVITYSTRAP WELDED TO EXISTING MAIN AS SHOWN.2. PROPOSED VALVE MUST BE AVK PRODUCT.CONDUCTIVE STRAP(SEE NOTES)8" CONCRETE BLOCKUNDISTURBED EARTHCOMPACTEDGRANULAR BACKFILLRESILIENT WEDGE VALVECONFORMING TO AWWA C509STANDARDS4" - 12" S.S. TAPPING SLEEVESECTION A-APLANLAST REVISED:08/10/17ST01AARECTANGULARCATCH BASINGUTTER LINETRANSITION SECTIONEXPANSIONJOINT & FILLERB612 CURBTRANSITION SECTIONGUTTER LINEEXPANSIONJOINT & FILLERB612 CURBCATCH BASIN STRUCTUREBITUMINOUS PAVINGDEPRESS CASTING 0.15' BELOW GUTTER LINECONCRETE CURB & GUTTER BEYONDBOULEVARDADJUST BOX HEIGHT TO MATCHTOP OF CONCRETE CURBSET CASTING IN MORTAR BEDUSE ADJUST RINGS AS NEEDEDC.B. STRUCTURE-PRECASTCONC. 24"x36" (INSIDE)GROUT INVERT IN THE FIELDSTORM SEWERAGGREGATE BASEBITUMINOUS PAVINGSEE DETAIL ST16 FORCASTING TYPEPRECAST BASE4'4'PLAN VIEWSECTION A-AVARIES(SEE PLAN)LAST REVISED:08/10/17ST03STANDARD MANHOLEAANOTES:1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3. SEE DETAIL ST16 FOR CASTING TYPE.MINIMUM OF TWO 2"ADJUSTING RINGSCONCRETE CATCHBASIN MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGVARIES 24"SECTION A-APLAN36"2" 4"AAMOUNTABLE CURB & GUTTERCONSTRUCTION AT CATCH BASINLAST REVISED:08/15/17SI28PERSPECTIVESECTION A-ANOTE:MOUNTABLE CURB & GUTTER TO BEFORMED INTO A B618 TYPE AT CATCH BASINMOUNTABLE CONCRETECURB & GUTTERCATCH BASIN FRAME& COVER#4 REBAR2" DEPRESS ION10' M IN . TRANS IT IONDESIGN GUTTERLINE GRADENEENAH FRAME & COVER R-3067-V WITHTYPE V GRATE OR APPROVED EQUALEXPANSION JOINTTOP OF CURB10' MIN.TRANSITION10' MIN.TRANSITIONFLOWNO SCALENO SCALECONCRETE CURB & GUTTER, CATCHBASIN LOCATION, AND TRANSITIONLAST REVISED:08/15/17SI44P.C.P.C.P.C.5'7"4"2"10'6"7"6'10'TRANSITION10'TRANSITION5'10'TRANSITIONAACATCH BASIN NEAR P.C. OR P.T.CATCH BASIN IN RADIUSDOUBLE CATCH BASINCATCH BASINCATCH BASINCATCH BASINB6 STYLECURB & GUTTERSURMOUNTABLECURB & GUTTERB6 STYLECURB & GUTTERB6 STYLECURB & GUTTERB6 STYLECURB & GUTTERSURMOUNTABLECURB & GUTTERSURMOUNTABLECURB & GUTTERSURMOUNTABLECURB & GUTTERRADIUSVARIESRADIUSVARIESRADIUS VARIESSECTION A-AVARIES(SEE PLAN)3'LAST REVISED:08/10/17ST04CATCH BASIN (SUMP)AANOTES:1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3. SEE DETAIL ST16 FOR CASTING TYPE.24"CONCRETE CATCHBASIN MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGMINIMUM OF TWO 2"ADJUSTING RINGSINVERT ELEVATION(SEE PLAN)SECTION A-APLAN36"SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE8" MnDOT SPEC. 3138 CLASS 55" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY6" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT1-1/2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE6" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COATNOTES:1. ADJUSTMENT RINGS SHALL BE PLASTIC, NOCONCRETE ADJUSTMENT RINGS WILL BEPERMITTED.7.4 TDDCHFTDD06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..18"SLOPESLOPE0.50%6" PVC SCH 40TRENCH DRAINLAST REVISED:08/11/17NEENAH R-4990-FCTYPE A GRATEPAVEMENT6 - #4 CONT.EXTEND 3' BEYONDENDS OF TRENCH#4 @ 12" O.C.IE = 862.15IE = 862.25RE = 862.8420'20"MAX.3/16" GAP6"6"LONGITUDINAL SECTIONCROSS SECTIONST22095964007/28/22THOMAS D. DESUTTERNOT FORCONSTRUCTIONP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00DETAILS1507/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-DT01.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.comSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAHANDICAP SYMBOLLAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SIGNNOPARKINGNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITY CODE HANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN.5°67. 5 °LAST REVISED:08/15/17SIGN POST WITH BOLLARDSI36NOTE:TOP OF ALL HANDICAP SIGNS TO BE SETAT UNIFORM HEIGHT REGARDLESS OFVAN ACCESSIBLE SIGN OR PENALTY FINESIGN INCLUSION.BOTTOM OF THE LOWEST SIGN TO BE MOUNTED 60"-66" FROM PARKING GRADE RESERVEDPARKINGONLYVANACCESSIBLESIGNAGE PERHANDICAPACCESSIBLESIGNAGE ANDSTRIPING DETAIL12' LONG - GALVANIZED 3 LB.U-CHANNEL SIGN POST6"∅ CONCRETE FILLED STEELPOST PAINTED BLUE2000 P.S.I. CONCRETE6"3'-6" (42")3'-6" (42")3"12" SIDE SPACING(TYP.)9" INTERIOR SPACING(MIN.)77"'(TYP.)UNDERGROUND CHAMBER SYSTEMST20AWASHED COURSE AGGREGATE40% VOIDSSUITABLE SUBGRADE MATERIALPAVEMENT SECTION. TBDON-SITE FILL MATERIAL12" INLET PIPEBOTTOM OF ROCK = 863.00SEE PLAN FOR PIPE LENGTH12" CONNECTION PIPE12"IE = 866.0015" STRUCTURE OUTLET PIPEMC-3500 CHAMBER PROFILEIE = 863.75IE = 863.75IE = 863.75N.T.S.9"45" (MC-3500)*DETAIL IS SCHEMATIC FOR HYDRAULIC MODELING AND PERMITTING ONLY. SEE FINAL PLANS AND DETAILS BY STORMWATER VENDOR FOR CONSTRUCTION.*STMH/OCSLAST REVISED:01/18/227.4 TDDCHFTDD06/14/2022##### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA10155377407/28/22NICHOLAS T. MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.comP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00CITY BOULEVARDPAVEMENT DETAILS07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-SP01.DWG © 2022 Westwood Professional Services, Inc.7.4 80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOMF PIPE W/CAP 44900873.98STO STOP O H P O H P O H P O HPOH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)872 8 7 2 8 7 4 870 BLACK ORNAMENTALFENCE(SEE ARCH. PLANS)SHRUBS/PERENNIALSBEDSLANDSCAPEROCKSHRUBS/PERENNIALSBEDSLANDSCAPEROCKTOT LOT(SEE ARCH. PLANS)2-JTL2-ABS5-BVL4-REO3-BHS3-AUS4-BHS3-NOS1-RIB3-SKH2-PRE2-JTL1-ABS2-QUASODSODFENCE(SEE ARCH. PLANS)31-VGC24-KFG15-CAV1115N:\0035789.00\DWG\CIVIL\0035789.00L-PL01.DWG...06/14/20225377407/28/22NICHOLAS T. MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com30'6' OR 3'0'30'60'90'1" = 30'07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..LANDSCAPING REQUIRED: 11 TREES* ONE OVERSTORY TREE PER EVERY 30 FEET OF LOT FRONTAGE* TOTAL = 308 LF / 30 LF = 11 OVERSTORY TREES REQUIRED* SHRUBS REQUIRED AROUND BUILDING FOUNDATION ALONG FRONTAGE STREET* MINIMUM REQUIRED: SHRUBS ALONG FRONT SIDE* PROVIDED: SHRUBS/PERENNIALS AROUND THE ENTIRE BUILDING FOUNDATION* 5% OF GROSS AREA OF THE PARKING LOT SHALL BE LANDSCAPED*29,270 SF. PARKING LOT x 5% = 1,464 SF. OF LANDSCAPING REQUIRED* 1,694 SF. OF LANDSCAPING PROVIDED* LANDSCAPE BUFFER REQUIRED BETWEEN BACK OF PARKING LOT AND REAR LOT LINE* MINIMUM REQUIRED: SOD OR TURF GRASS* PROVIDED: 16 TREES (COMBINATION OF EVERGREEN & DECIDUOUS)* PARKING LOT INTERIOR: LANDSCAPED ISLANDS MIN. 9' WIDTH AT NARROWEST DIMENSION* 12'-10" PROVIDED* PARKING LOT INTERIOR: AREAS NOT COVERED BY TREE CANOPY MUST BE COVERED BY SHRUBS, GRASS, GROUND COVER, LANDSCAPE GRAVEL, OR MULCH.* PROVIDED: ROCK MULCH, GRASS, & SHRUBSTOTAL LANDSCAPING PROVIDED: 37 TREES* OVERSTORY DECIDUOUS TREES 15 TREES* OVERSTORY EVERGREEN TREES 13 TREES* ORNAMENTAL TREES 9 TREES* PARKING LOT LANDSCAPED 1,818 SF. MULTI FAMILY LANDSCAPE REQUIREMENTSLANDSCAPE PROVISIONSCOMMON/BOTANICAL NAMESIZESPACING O.C.Red Oak / Quercus rubraAS SHOWNRiver Birch / Betula nigraAS SHOWNQuaking Aspen / Populus tremuloidesAS SHOWN6' HT., BBBlack Hills Spruce / Picea glauca densataAS SHOWNNorway Spruce / Picea abiesAS SHOWNPrinceton Elm / Ulmus americana 'Princeton'AS SHOWNBoulevard Linden / Tilia americana 'Boulevard'AS SHOWNMATURE SIZEH 50'-70' W 50'-70'H 40'-60' W 30'-40'H 40'-60' W 20'-30'H 30'-40' W 20'-30'H 60'-80' W 25'-30'H 60' W 40'-50'H 60'-70' W 30'-40'SYMBOLOVERSTORY EVERGREEN TREES - 13ORNAMENTAL TREES - 9OVERSTORY DECIDUOUS TREES - 152" BB6' HT., BB CLUMPAutumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance'AS SHOWNH 30'-40' W 15'-20'Ivory Silk Japanese Tree Lilac / Syringa reticulata 'Ivory Silk' AS SHOWNH 20'-30' W 15'-20'ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUMO.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. PRELIMINARY PLANT SCHEDULESkyline Honeylocust / Gleditsia tricanthos var. inermis 'Skycole'AS SHOWNH 50' W 30'-35'GROUNDCOVER SCHEDULE3"-6" RIVER ROCK MULCH(ALL PLANTING BEDS)2" BB2" BB2" BB2" BB2" BB2" BB6' HT., BB* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTEDOTHERWISE.*ALL MULCH RINGS AROUND TREES TO BE SHREDDEDCEDAR WOOD MULCHSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00LANDSCAPE PLAN07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00L-PL01.DWG © 2022 Westwood Professional Services, Inc.BVLREORIBPRESKHBHSNOSQUAABSJTLSYMBOL LEGENDOVERSTORY DECIDUOUSTREESOVERSTORY CONIFEROUSTREESORNAMENTALTREESAustrian Pine / Pinus nigraAS SHOWNH 50'-60' W 30'-40'6' HT., BBAUS5QTY.4123733234NOTES:1. TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED PARKING LOT,SIDEWALK, AND UTILITY LOCATIONS.2. PARKING LOT TREES SHALL BE PLANTED 5' FROM BACK OF CURB IN A LOCATION THAT DOES NOTINTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS.3. STREET TREES SHALL BE PLANTED 7' FROM BACK OF SIDEWALK IN A LOCATION THAT DOES NOTINTERFERE WITH INDIVIDUAL SEWER, WATER CONNECTIONS, AND EASEMENTS.4. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.5. DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITY PIPE ANDCONIFEROUS TREES TREES SHOULD BE LOCATED A MINIMUM OF 15' OFF ANY UTILITY PIPE.6. NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM A STREETLIGHT.7. NO DECIDUOUS TREE WITHIN 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUS TREES WITHIN 20' OF A PROPOSED SIDEWALK OR TRAIL.8. ALL LANDSCAPED AREAS SHALL BE IRRIGATED WITH A DRIP LINE OR SPRAY SYSTEM ASAPPROPRIATE FOR THE PROPOSED PLANTINGS IN THE SPECIFIC AREA. LANDSCAPED BOULEVARDALONG BROADWAY AVENUE TO BE INCLUDED IN THE IRRIGATION SYSTEM.9. MECHANICALS TO BE SCREENED WITH ADEQUATE VEGETATION.Vintage Gold Chamaecyparis / Chamaecyparis pisifera 'Vintage Gold'4'-0" O.C.CONIFEROUS SHRUBS - 31#5 Cont.VGC31Compact American Viburnum / Viburnum trilobum 'Bailey Compact'5'-0" O.C.DECIDUOUS SHRUBS - 15#5 Cont.CAV15Karl Foerster Grass / Calamagrostis x acutiflora 'Karl Foerster'30" O.C.PERENNIALS / GRASSES - 24#1 Cont.KFG24SAND GENERAL NOTES:1. NEW TREES ARE TO BE 2" IN DIAMETER AT BREAST HEIGHTOR 4.5' ABOVE GRADE.2. SOD SHALL BE IRRIGATED.3. SEE MECHANICAL AND ELECTRICAL PLANS ANDSPECIFICATION FOR IRRIGATION WATER, METER, ANDPOWER CONNECTIONS. SITE IRRIGATION SHALL INCLUDETHE BOULEVARD IF APPLICABLE.4. SUB-CONTRACTOR SHALL SUBMIT IRRIGATION SHOPDRAWINGS TO THE ARCHITECT FOR REVIEW ANDAPPROVAL PRIOR TO INSTALLATION.5. SUB-CONTRACTOR TO VERIFY LOCATION OF ALLUNDERGROUND & ABOVE FACILITIES PRIOR TO ANYEXCAVATION OR INSTALLATION. ANY DAMAGE TOUNDERGROUND & ABOVE GROUND FACILITIES SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR AND ALLCOSTS ASSOCIATED WITH THE REPAIR OR REPLACEMENTSHALL BE BORNE ENTIRELY BY THE SUB-CONTRACTOR.7.4 ...06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TOVERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANYPLANTS OR LANDSCAPE MATERIAL.2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TOSUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THEGUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTENACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE AONE YEAR GUARANTEE COMMENCING UPON PLANTING.6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMENGRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTHRATIO OF NO LESS THAN 5:3.7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOSTCURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-INMATERIALS IF NECESSARY; TEMPORARY ONLY.10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THETOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVEDDOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED,THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT ANDBREAK APART PEAT POTS.12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECTPOOR BRANCHING OF EXISTING AND PROPOSED TREES.13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONEYEAR.15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONSPRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FORTHE NEED OF ANY SOIL AMENDMENTS.16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877(SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS,ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIEDOTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTHTOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE ANDSHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH.SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS.PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOODMULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVEDEQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3"DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC,BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BEAPPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS(WHERE APPLICABLE).18. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLYEDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTHCURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITHBASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZECURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDEV-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS.INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTEDOTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKINGLOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREESAND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX,FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSUREDRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PERMN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROLPLAN.20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BEDESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOPDRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OFIRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS,AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUPDURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALLPARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BEOBTAINED FROM THE GENERAL CONTRACTOR.21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THEPLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOTPROVIDE WATER FOR CONTRACTOR.22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARDAREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.24. RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDENAREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONESEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVEDEQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACEBLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENTUNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDEDHARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OFMULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEERAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TO PROVIDE PROPERINFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL.PLANTING NOTESPLANTING DETAILSLAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTINGLA27-CN.T.S.2XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADELAST REVISED:10/19/18DECIDUOUS TREEPLANTINGLA28N.T.S.SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.TREE (TYP.)SEE LANDSCAPE PLAN FORSPECIFIC PLANTINGSMULCH OR SOD, SEE PLAN.CONCRETE CURB (TYP.)24" MINIMUM OF PLANTING SOILGRADING TO BERM CENTEROF MEDIAN (12" HEIGHT MIN.)12"BERMVARIES LAST REVISED:06/13/22PARKING LOTISLAND PLANTINGLA14LAST REVISED:09/17/08SIDEWALK &PLANTER EDGELA11N.T.S.SIDEWALKAGGREGATE SUBBASEEXISTING SOILMAINTAIN TOP OF MULCH SLIGHTLYLOWER THAN EXISTING EDGE.PLANTING BED SOIL MIX TO BEMINIMUM OF 4" BELOW SIDEWALKEDGE TO ALLOW FOR ADEQUATE LIPFOR MULCH.SPECIFIED TOPSOILSPECIFIED MULCHBUILDINGEXTERIORWALLMAINTAINPOSITIVEDRAINAGE AWAYFROM BUILDING1"LAST REVISED:09/18/08VINYL EDGERLA10N.T.S.SPECIFIED TOPSOILSPECIFIED MULCHVINYL BED EDGINGFINISHED GRADEFOR LAWNEXISTING SOILANCHOR FLANGEVINYL EDGING STEELSTAKE. DRIVE STAKETHROUGH ANCHORFLANGE (MAXIMUMSPACING 6' O.C.)PLANTING BEDSOIL MIX TO BEMINIMUM OF 4"BELOW EDGINGTOP TO ALLOWFOR ADEQUATE LIPFOR MULCH.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA12155377407/28/22NICHOLAS T. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.comP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00LANDSCAPE NOTES &DETAILS07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00L-PL01.DWG © 2022 Westwood Professional Services, Inc.7.4 TDDCHFTDD06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..SWPPP NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSIONCONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVALFROM AN OWNER HAS BEEN GIVEN.1. WORK ADJACENT TO RESIDENTIAL PROPERTIES·INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL ANDPROJECT BOUNDARY.·INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAININGTOWARD THE PROPERTY BOUNDARY.2. IMPORTANT VEGETATION·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANTVEGETATION AND PROHIBIT VEHICULAR TRAFFIC.·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLEPARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES.3. BLUFF PROTECTION·TREES SHALL BE SELECTIVELY TRIMMED ALONG BLUFFS OR CLEARED TO ALLOW EQUIPMENT TO OPERATE ONLYWITHIN CONSTRUCTION LIMITS SHOWN ON THE PLAN.·GRUBBING OF ROOTS SHALL BE AVOIDED EXCEPT WHERE NECESSARY TO COMPLETE WORK.·MACHINE SLICED SILT FENCE OR BIO-ROLLS SHALL BE PLACED AROUND STOCKPILES ON SLOPES NOT ALREADYCONTAINED BY SILT FENCES, AND NO STOCKPILES SHALL BE PLACED WITHIN 30 FEET OF BLUFF EDGE.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·RUNOFF FROM THE TOP OF BLUFFS MAY BE DIRECTED DOWN LONG OR STEEP SLOPES THROUGH SLOPE DRAINS.·PLASTIC SHEETING MAY BE USED TO PROTECT SMALL, STEEP AREAS OF EXPOSED SOIL.·FILL SLOPES SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OF WORK. INSTALL EROSIONCONTROL BLANKET ACCORDING TO AND AS INDICATED ON THE PLAN.4. DITCH PROTECTION (TEMPORARY OR PERMANENT)·THE LAST 200 FEET OF ANY DITCH CONNECTING TO A SURFACE WATER SHALL HAVE TEMPORARY ORPERMANENT STABILIZATION MEASURES IN PLACE WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACEWATER. DITCHES MAY BE KEPT IN A "SMOOTH" ROUGH GRADED CONDITION IN ORDER TO PROPERLY INSTALLEROSION CONTROL SEEDING, MULCH, MATS AND BLANKETS.·STABILIZATION METHODS FOR DITCH BOTTOM WETTED PERIMETER MAY INCLUDE ONE OF THE FOLLOWING ORCOMBINATIONS OF EROSION CONTROL BLANKET, MATS, RIPRAP, BIO-ROLLS OR ROCK CHECK DAMS. THEMETHOD CHOSEN WILL BE BASED ON AN ANALYSIS OF THE SLOPE AND VELOCITY OF THE RUNOFF. THESE AREADDITIONAL BMP'S WHICH MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROLPLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROMAN OWNER HAS BEEN GIVEN.·WHERE DITCH GRADES EXCEED 5%, ROCK CHECK DAMS OR EQUIVALENT BMP SHALL BE INSTALLED. CHECKDAMS TO BE SPACED SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE ELEVATION OF THE TOE OF THEUPSTREAM DAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OFSEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·ABOVE THE WETTED PERIMETER, THE DITCH WILL BE STABILIZED BY SEEDING AND MULCH AND/OR EROSIONCONTROL BLANKETS DEPENDING ON SIDE SLOPE STEEPNESS AND LENGTH.·ALL DITCHES WILL BE STABILIZED WITHIN 14 DAYS.5. WORK NEXT TO STREAMS·NO DISTURBANCE SHALL OCCUR IN IMPAIRED STREAMS OR PROTECTED WATERS. THIS WILL BE ACCOMPLISHEDUSING TEMPORARY BRIDGING TO SPAN STREAMS FOR ACCESS DURING BRIDGE OR ROADWAY CONSTRUCTION.ALSO, PIERS AND PILING WILL NOT BE PLACED IN THE STREAM.·CONSTRUCTION ACTIVITIES NEXT TO STREAMS WILL BE SCHEDULED FOR PERIODS WHEN FLOWS AREAANTICIPATED TO BE LOW.·GRUBBING OF ROOTS SHALL BE KEPT TO A MINIMUM.·A 4-FOOT WIDE BUFFER OF VEGETATION SHALL BE LEFT ON STREAM BANKS.·THE PRIMARY BMP SHALL BE MACHINE SLICED SILT FENCE AND HAY BALES PLACED ALONG THE BUFFER. AS AREDUNDANT BMP, A FLOATING SILT CURTAIN MAY LINE THE CHANNEL BANKS DURING PERIODS OF FLOWINGWATER. THE FLOATING SILT CURTAIN SHALL NOT BE PLACED ACROSS A STREAM.·SHOULD THE PREVIOUS BMPS PROVE UNSUCCESSFUL, THE SILT FENCE/HAY BALES WILL BE REPLACED BYSANDBAGS, PLYWOOD BARRIERS OR SHEETPILE CUTOFFS AS DIRECTED BY THE OWNER AND TO THESATISFACTION OF THE ENGINEER.6. WORK IN STREAMS·CONSTRUCTION ACTIVITIES IN STREAMS WILL BE SCHEDULED FOR PERIODS WHEN FLOWS ARE ANTICIPATED TOBE AT A MINIMUM.·FLOATING SILT CURTAIN SHALL NOT BE PLACED ACROSS STREAMS.·TEMPORARY LOW FLOW DRAINAGE CROSSINGS (FORDS) SHALL BE CONSTRUCTED OF CLEAN STABILIZINGMATERIAL SUCH AS ROCK. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·UPON COMPLETION OF WORK THE CROSSING WILL BE REMOVED AND THE STREAM BANKS STABILIZED.STABILIZATION ACTIVITIES WILL COMMENCE WITHIN 24 HOURS OF THE CROSSING BEING REMOVED.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·LARGE CULVERTS SHALL BE CONSTRUCTED UNDER DRY CONDITIONS.·IF THERE IS FLOWING WATER DURING CONSTRUCTION THE FLOW MAY BE DIVERTED AROUND THE WORK SITE INA STABLE MANNER USING SANDBAGS AND PLASTIC SHEETING, PLYWOOD, OR SIMILAR METHODS.·IF A BYPASS CHANNEL IS NECESSARY, IT WILL BE STABILIZED WITH RIPRAP OR PLASTIC SHEETING BEFOREDIVERTING THE STREAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHODOF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF DEWATERING OF CONTAMINATED WATER FROM EXCAVATION IS NEEDED, THE CONTAMINATED WATER SHALLBE PUMPED TO A TEMPORARY SEDIMENT BASIN.7. WORK NEXT TO WETLANDS·PRESERVE A 50' NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE, PROVIDE REDUNDANT SEDIMENT CONTROLSPRIOR TO DISTURBANCE OF UP-GRADIENT AREAS.·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OFWORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THE EROSION CONTROL / GRADING PLAN.8. WORK IN WETLANDS·WORKPADS AND PATHS MADE OF WOOD CHIPS, LOG MATS, MUD MATS, OR GEOTEXTILE AND CRUSHED ROCKMAY BE USED.·HEAVY DUTY SILT FENCES WITH HAY BALES MAY BE USED FOR PERIMETER CONTROL TO LIMIT THE SIZE OF THECONSTRUCTION SITE AS INDICATED ON THE GRADING PLANS. IN THE CASE OF OPEN WATER WETLANDS,FLOATING SILT CURTAINS SHALL BE INCORPORATED AS WELL AS INDICATED ON THE GRADING PLANS.·SOIL STOCKPILES SHALL NOT BE PLACED IN EXISTING WETLANDS.·TOPSOIL IMPORTED TO RESTORE WETLANDS SHOULD NOT CONTAIN THE FIRST 12 INCHES OF INPLACE SOIL.TOPSOIL THAT MAY CONTAIN PURPLE LOOSESTRIFE OR OTHER NOXIOUS WEEDS SHOULD NOT BE IMPORTED TOWETLANDS.9. LONG-STEEP CUT/FILL SLOPES·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADEOF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVESLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND.THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYS·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY ORPERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING ANEW INCREMENT.·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKINGHERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USEDON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THATCAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATEDPERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASEINFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING.10. CULVERT INLET/OUTLET PROTECTION·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESSVELOCITIES REQUIRE RIPRAP.·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERTHEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON ISINSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.11. STORM SEWER INLET PROTECTION·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO ANINLET HAVE BEEN STABILIZED.·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT INPLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE INPLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTERCONDITIONS OR FLOODING CONCERNS.12. STORM WATER POND OUTLETS·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER PONDOUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLEDUNDER THE APRON LIP.·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND ASINDICATED ON GRADING AND/OR UTILITY PLANS.13. TEMPORARY SEDIMENT BASINS·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OF DISTURBED SOIL DRAIN TO ACOMMON LOCATIONS. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2-YEAR, 24 HOUR STORM, FOR EACHACRE DRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOREACH ACRE DRAINED TO THE BASIN.·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THE SEDIMENT.THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER THAN THERECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FORTHE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHODOF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY ANDCONTAINMENT.·TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS THE POND,IF NECESSARY.·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVEL IN THEPOND.·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL (50% OF THE STORAGEVOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVALSHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR ASSOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THEGRADING CONTRACT.·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGYDISSIPATION AT BASIN OUTLET.14. DEEP UTILITIES: WATER AND SANITARY/GAS LINE·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATEDSOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TOTHE EXTENT POSSIBLE.·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDING UPONSLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY.15. STOCKPILES (TEMPORARY AND PERMANENT)·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES·PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IF NOT PLACEDWITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL.·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BESHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARYEROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITHHYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVCPIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACTUNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER16. CONSTRUCTION DEWATERING·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY DISCHARGED TOSURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE: (TEMPORARY EROSIONCONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORKSHALL BE INCIDENTAL TO THE GRADING CONTRACT):o CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.o USE A PORTABLE SEDIMENT TRAP SYSTEM.o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR ASERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.oDISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER AREA.o PUMP TO A TEMPORARY SEDIMENT BASIN.·ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.·DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS ORADVERSELY IMPACT WETLANDS.·ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BECONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING.17.CONSTRUCTION ENTRANCES·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THECONSTRUCTION SITE.·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OFMUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL.·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS.·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED.·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UPTYPE STREET SWEEPER.·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED ORANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTOADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED.18. CONCRETE TRUCK WASHOUT·CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH ANDRINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE.·WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY.·WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUIDAND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.·WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVALFROM OWNER.·WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES.·CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATERFROM INFILTRATING/CONTACTING WITH SOIL.·IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER.·WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.19. VEHICLE MAINTENANCE·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY.·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BECONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEPROPERLY DISPOSED OF.·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILLBE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY.·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASHWATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.20. FUELING·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARYCONTAINMENT SYSTEM.·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BEDISCHARGED INTO STORM WATER SYSTEMS.·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS.·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALSSHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.21. HAZARDOUS MATERIALS·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS.·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE.·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA.·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UPSMALL SPILLS.·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OROTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24HOURS OF DETECTION OR NOTIFICATION.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT.22. CHEMICAL CONTAINMENT·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWEDTO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE ORGROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESSTHE CONTAINER IS NOT RESEALABLE.·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OFEACH DAY.·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB.·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE APOLLUTION HAZARD.·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCEWITH FEDERAL, STATE AND LOCAL REGULATIONS.·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THEMANUFACTURE'S RECOMMENDED METHODS.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.23. SOLID WASTE·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULARBASIS.·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE.·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THECONSTRUCTION CONTRACT.24. DUST CONTROL·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A. RAPID STABILIZATION METHODS ON SLOPESB. WATER ON ROADWAYS AND GRADED AREASC. ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUMEMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PERSPECIFICATIONS.25. WINTER STABILIZATION·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTIONACTIVITIES FOR WINTER·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 150·ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERINGREQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASINDRAINING.·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB ANDOUT OF THE PLOWED SNOW AREA.·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72HOURS FROM LEGAL AUTHORITY.·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BESTABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION.·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS ANDSTABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THEAPPROVAL OF THE OWNER.26. NON-STORMWATER DEWATERING·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITHENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORMWATER BASINS AND STORM SEWER SYSTEM.·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO ANIMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS.27. WORK NEAR SPECIAL WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES ANDREQUIREMENTS.·MAINTAIN AT ALL TIMES, 100 FT UNDISTURBED BUFFER AROUND SPECIAL WATERS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "SPECIAL WATERS"28. WORK NEAR OR IN IMPAIRED WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES ANDREQUIREMENTS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS"29. INFILTRATION/FILTRATION AREAS·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED.·DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA.·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA.·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA.·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BEFINAL GRADED AND STABILIZED13155964007/28/22THOMAS D. DESUTTERP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00SWPPP NOTES07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789C-SWPPP.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.comSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA7.4 TDDCHFTDD06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..SWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BYTHE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE:JULY 31, 2023) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT (FILL IN PROJECT NAME). THIS REPORT SHALL BE ON THESITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OFTERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION-CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR 5240 W BROADWAY APARTMENTS SHALL BE CONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR 5240 W BROADWAY APARTMENTS IN CRYSTAL, MN. THE SITE ISLOCATED SOUTHEAST OF THE INTERSECTION OF DOUGLAS DRIVE AND WEST BROADWAY, ON THE NORTH SIDE OF BROADWAY.PROJECT CONTACT INFORMATIONOWNER/DEVELOPER:CONTRACTOR:SAND COMPANIES, INC.TBDMEGAN SAND CARR366 S 10TH AVE, P.O. BOX #727mscarr@sandcompanies.comIDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER:SWPPP INSPECTION:BMP INSTALLER:WESTWOOD PROFESSIONAL SERVICES TBDSEE CONTRACTORCHRISTIAN H. FROEMKE12701 WHITEWATER DRIVE952-906-7489CHRISTIAN.FROEMKE@WESTWOODPS.COMU OF M DESIGN OF CONSTRUCTION SWPPPEXPIRATION DATE: MAY 31, 2025OWNER/OPERATOR RESPONSIBILITIESOWNER-DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.-SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI)-COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT-SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OFSITE DISCHARGE.-KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION)-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPETE-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION-IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM.-DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.-IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP ANDCONDUCT INSPECTIONSOPERATOR-COMPLETION OF AN ACCURATE NOI WITH THE OWNER-COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090)-KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)-COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 1.75ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO A MULTI-STORY APARTMENT BUILDING WITHUNDERGROUND PARKING AND ASSOCIATED STREETS AND INFRASTRUCTURE.PROJECT AREA = 1.75 ACRESDISTURBED AREA = 1.75 ACRESEXISTING IMPERVIOUS AREA = 1.00 ACRESPROPOSED IMPERVIOUS AREA = 1.32 ACRESPRE-DEVELOPMENT SITE CONDITIONSTHE EXISTING SITE CONSISTS PRIMARILY OF IMPERVIOUS SURFACES AND GRASSY OPEN SPACE. THE SITE CONTAINS TYPE A SOILS WITH AN INFILTRATIONRATE OF 0.8 IN/HR. THE SITE FLOWS FROM NORTHWEST TO THE SOUTHEAST ALLEY WHERE IT DISCHARGES FROM THE SITE THROUGH EXISTING STORMSEWER.SOIL TYPESTHE SITE CONTAINS PRIMARILY NATIVE SANDY MATERIAL WITH SOME EXISTING FILL WITH CONCRETE AND BITUMINOUS DEBRIS. REFER TOGEOTECHNICAL REPORT DATED 06/28/2021 COMPLETED BY BRAUN INTERTEC.POST-DEVELOPMENT SITE CONDITIONSTHE PROPOSED SITE WILL CONSIST OF STREET AND UTILITY INFRASTRUCTURE. SITE VEGETATION WILL CONSIST OF SOD AND NATIVE GRASSES ASSPECIFIED IN THE LANDSCAPE PLANS.THE PROPOSED DRAINAGE AREAS MATCH THE EXISTING DRAINAGE AREAS AS MUCH AS POSSIBLE. THE PROPOSEDRUNOFF FROM A MAJORITY OF THE SITE WILL BE ROUTED TO AN UNDERGROUND INFILTRATION BASIN FOR TREATMENT AND RATE CONTROL. OVERFLOWFROM THE INFILTRATION BASIN WILL BE ROUTED TO THE EXISTING DISCHARGE POINT, TO THE SOUTHEAST STORM SEWER SYSTEM. THE REST OF THE SITEWILL BE DISCHARGED DIRECTLY AWAY FROM THE SITE.STORM WATER MANAGEMENT PLANTHE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF A PERMANENT UNDERGROUND INFILTRATION BASIN WHICH OVERFLOWS TO THESOUTHEAST EXISTING STORM SEWER SYSTEM. THE INFILTRATION BASIN IS PROVIDED TO MEET THE CITY OF CRYSTAL AND WATERSHED REQUIREMENTS OF1" OF VOLUME REDUCTION FROM THE NEW IMPERVIOUS SURFACE. THE UNDERGROUND BASIN IS PROPOSED TO MEET WATER QUALITY AND RATECONTROL REQUIREMENTS AS WELL. THE CITY OF CRYSTAL, MN WILL BE RESPONSIBLE FOR THE LONG TERM MAINTENANCE AND OPERATION OF THEPERMANENT STORM WATER MANAGEMENT SYSTEM. DETAILED DRAINAGE AREA MAPS ARE INCLUDED IN THE STORM WATER REPORT FOR THE SITE.REFER TO THE 5240 W BROADWAY APARTMENTS STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENTSITE CONDITIONS, POST-DEVELOPMENT SITE CONDITIONS, AND STORM WATER MANAGEMENT CALCULATIONS. THE SITE STORM WATER DETENTIONFACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS.TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONALTEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLANPREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THESECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATERDISCHARGES FROM THE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN.INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.2. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.3. CLEAR AND GRUB SITE.4. STRIP AND STOCKPILE TOPSOIL.5. ROUGH GRADE OF SITE.6. STABILIZE DENUDED AREAS AND STOCKPILES.7. INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES.8. INSTALL INLET PROTECTION AROUND CATCH BASINS.9. INSTALL STREET SECTION.10. INSTALL CURB AND GUTTER.11. INSTALL PAVEMENT.12. INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.)13. FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED AND MULCH.14. REMOVE ACCUMULATED SEDIMENT.15. FINAL GRADE.16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCEAND RESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITEAT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OFHAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURESEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS.·PRIOR TO START OF CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TOCONSTRUCTION:1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BEDISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN.2. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS.3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THECONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION.4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BEINCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN.·DURING CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURINGCONSTRUCTION:1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELYGRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARYSEED MIX 150, APPLIED AT A RATE OF 40 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED.3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE.4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHERA STRAIGHT DISK, HYDROMULCH OR POLYMER.5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATEDWITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS.6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHERPERIMETER CONTROLS.7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFOREAPRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OROWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF ANEMERGENCY.9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, ORMORE FREQUENT AT DIRECTION OF SITE INSPECTOR.10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.·INLET SEDIMENT CONTROL BMP REMOVALIF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THEMUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BEAVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL.·UPON COMPLETION OF CONSTRUCTION ACTIVITIESPERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THEPERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TOACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE :1. ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINALSTABILIZATION.2. PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROMCONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED ASPERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TODESIGN CAPACITY.3. THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY.4. ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTPERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT ISTO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCEEROSION AND SEDIMENT CONTROL INSPECTIONSCONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATER INSPECTION CHECKLIST OR ANALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THEREQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER ANDMAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OFTHIS PLANINSPECTION SCHEDULE- IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT 0.5 INCHES.- INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS.- INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZEN CONDITIONS).- SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING.SCOPE OF INSPECTION SHALL INCLUDE:1. RECORD DATE AND TIME OF INSPECTION2. NAME OF PERSON(S) CONDUCTING INSPECTION3. FINDINGS OF THE INSPECTION4. LOCATION AND CORRECTIVE ACTIONS NEEDED5. CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM)6. DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE)7. OBSERVED DISCHARGES LOCATIONS8. DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN)9. THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATETREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS.10. RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS.11. ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER ORELECTRONIC FORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICESTHE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENTBMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THECONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TOENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED,OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOWACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, ORREPLACEMENT:1. ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED,NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY ORNOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW.2. PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OFPERIMETER SEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW.3. INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS ANACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT ANDDELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.4. TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATIONTO 12 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELDCONDITIONS ALLOW ACCESS.5. SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHERANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHERANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.6. PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETYOR PREVENT WASHING FROM FORECASTED RAINS.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1. ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION ISREMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATIONFORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKEDDATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR:2. WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPINGAND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THETERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR:3. PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a. CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b. AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITHVEGETATION OR NON-VEGETATIVE COVER; AND3.c. WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d. THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7.4. WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS,DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL.SPECIAL AND/OR IMPAIRED WATERS WITHIN 1 MILE OF THE PROJECT SITESWPPP BMP QUANTITIESSILT FENCE1,000 LFCULVERT PROTECTION6 EACHSOD8,950 SFEROSION CONTROL BLANKET6,750 SFROCK CONSTRUCTION ENTRANCE 1 EACHSTREET SWEEPING1 EACHPOTENTIAL POLLUTANTLOCATIONCONTROL MEASUREANTIFREEZEVARIOUSSECONDARY CONTAINMENT / DRIP PANDIESEL FUELVARIOUSSECONDARY CONTAINMENT / DRIP PANFERTILIZERLANDSCAPE CONTRACTOR SECONDARY CONTAINMENTGASOLINE IN EQUIPMENT/FUELING AREA SECONDARY CONTAINMENT / DRIP PANGLUE/ADHESIVESCONTRACTORSECONDARY CONTAINMENTHYDRAULIC OILS/FLUIDS CONTRACTORSECONDARY CONTAINMENTPAINTSCONTRACTORSECONDARY CONTAINMENTGREASECONTRACTORSECONDARY CONTAINMENT / DRIP PANSANITARY WASTEPORTABLE BATHROOMSSERVICE PROVIDER TO SECURE UNITS FROMTIPPING OVER AND MAINTAINEDSOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENTLANDSCAPING MATERIALS LANDSCAPE CONTRACTOR CONTRACTOR RESPONSIBLECONCRETETRUCK WASHOUT WASHOUT AREACONCRETE / MORTAR MOBILE MIXERS.C. / WASHOUT AREAMIDDLE TWIN LAKEMERCURY, NUTRIENTS, PCBs, AND PFOS IN FISH TISSUEDISTANCE AND DIRECTION FROM SITE: 0.78 MIUPPER TWIN LAKEMERCURY, NUTRIENTS, PCBs, AND PFOS IN FISH TISSUEDISTANCE AND DIRECTION FROM SITE: 0.86 MI14155964007/28/22THOMAS D. DESUTTERCommon Ground AllianceCall 48 Hours before digging:811 or call811.comP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00SWPPP NARRATIVE07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789C-SWPPP.DWG © 2022 Westwood Professional Services, Inc.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA7.4 TDDCHFTDD06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..SWPPP AMENDMENTSTHIS PLAN AND THE ATTACHMENTS MUST BE AMENDED TO INCLUDE ADDITIONAL REQUIREMENTS OR MODIFIED REQUIREMENTS WHICH TAKE PLACE DURINGCONSTRUCTION IF ONE OR MORE OF THE FOLLOWING OCCUR:1. THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OFPOLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER.2. INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY, MINNESOTA POLLUTION CONTROL AGENCY OFFICIALSINDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS.3. THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THEMN R1000011 CONSTRUCTION GENERAL PERMIT.4. IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTS ARE NEEDED, REQUIREMENTS ARE NOT BEING NET FORTMDL OR OTHER WATER QUALITY STANDARDS, OR THAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS.5. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITECHARACTERISTICS.THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENT CHANGES AND AMENDMENTS TO THIS DOCUMENT.AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWING INDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP;THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIED INDIVIDUAL.PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THE DOCUMENT TO REFERENCE BACK TO THE CHANGESSUMMARIZED BELOW.AMENDMENT NO.VICINITY MAP/IMPAIRED WATERS MAPWEB SOIL SURVEY MAPSOIL MAP LEGENDDATEREASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENTREQUESTED BYPREPARED BYSOIL MAP UNIT SYMBOL LEGEND15155964007/28/22THOMAS D. DESUTTERP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00SWPPP MAPS07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789C-SWPPP.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.comSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA7.4 XXXX X80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOP O H P O H P O H P O HPOH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)N:\0035789.00\DWG\EXHIBIT\FIRE TRUCK EXHIBIT.DWG 11PROJECT NUMBER: 0035789.00CRYSTAL, MINNESOTA07/12/22...© 2017 Westwood Professional Services, Inc.5240 APARTMENTSFIRE TRUCK EXHIBITP.O. BOX 727WAITE PARK, MN 563875240 APARTMENTS07/12/22.07/12/22.CRYSTAL HOUSING GROUP, LLCNOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com30'6' OR 3'0'30'60'90'1" = 30'LEGENDFRONT TIRE TRACKREAR TIRE TRACKVEHICLE BODY7.4 NO PARKINGVAN UNLOADING ZONE 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.5 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 1.5 1.5 1.0 0.6 0.4 0.2 0.2 0.1 0.1 0.1 4.5 4.0 2.2 1.0 0.5 0.3 0.2 0.2 0.1 0.1 12.3 9.0 4.0 1.5 0.7 0.4 0.3 0.2 0.2 0.1 20.8 14.8 6.0 2.0 0.9 0.5 0.3 0.3 0.2 0.2 27.3 18.4 7.3 2.4 1.0 0.6 0.4 0.4 0.3 0.2 25.4 18.0 7.3 2.5 1.1 0.7 0.6 0.5 0.4 0.3 20.5 13.8 6.0 2.4 1.3 0.9 0.8 0.7 0.6 0.5 11.1 8.4 4.4 2.3 1.5 1.2 1.0 0.9 0.8 0.7 4.7 4.6 3.2 2.2 1.8 1.6 1.4 1.3 1.1 0.9 2.4 2.8 2.6 2.3 2.1 2.1 2.0 1.9 1.6 1.3 3.4 1.6 0.6 0.4 0.4 0.5 0.7 1.4 4.1 4.4 1.6 1.0 1.0 1.3 1.9 2.2 2.4 2.5 2.7 2.8 2.9 2.8 2.4 1.8 5.1 8.2 3.1 0.9 0.5 0.4 0.5 0.7 1.2 2.1 2.3 1.4 1.1 1.1 1.5 1.9 2.2 2.6 3.0 3.4 3.6 3.7 4.1 3.6 2.4 2.6 4.5 2.3 0.8 0.5 0.5 0.6 0.8 1.0 1.3 1.4 1.4 1.3 1.3 1.7 2.2 2.6 3.0 3.6 4.1 4.4 4.9 5.4 4.6 3.2 0.9 1.2 0.9 0.6 0.5 0.5 0.7 0.9 1.1 1.3 1.4 1.6 1.6 1.5 2.0 2.6 3.0 3.6 4.5 4.8 5.5 7.3 7.6 6.2 4.2 0.4 0.5 0.5 0.4 0.5 0.6 0.8 1.0 1.3 1.5 1.7 2.1 2.2 1.9 2.5 3.2 3.6 4.1 4.8 5.6 8.0 10.4 10.0 8.5 5.5 0.2 0.3 0.3 0.4 0.5 0.7 1.0 1.3 1.6 1.9 2.2 2.8 2.9 2.5 3.2 4.0 4.2 4.7 5.2 6.2 9.1 12.2 12.7 10.8 6.0 0.2 0.2 0.3 0.4 0.6 0.8 1.2 1.6 1.9 2.3 2.8 3.5 3.6 3.0 3.8 4.7 4.8 5.1 5.5 6.7 9.2 10.3 11.4 10.2 4.0 0.2 0.2 0.3 0.4 0.6 0.9 1.4 1.9 2.3 2.7 3.3 4.2 4.2 3.3 4.2 5.2 5.4 5.3 5.7 6.5 7.5 8.0 8.2 6.0 1.5 0.2 0.2 0.3 0.4 0.6 0.9 1.5 2.2 2.8 3.2 4.0 5.0 4.9 3.7 4.6 5.8 5.8 5.5 5.8 6.2 5.9 5.5 4.7 2.3 0.7 0.2 0.2 0.3 0.4 0.6 1.0 1.6 2.5 3.0 3.5 4.7 5.5 5.4 4.1 5.1 6.2 6.0 5.3 5.2 5.3 4.6 3.6 2.3 0.9 0.4 0.2 0.2 0.3 0.4 0.6 1.0 1.6 2.6 3.2 3.7 4.9 6.6 7.3 5.2 6.6 7.3 6.3 5.1 4.7 4.4 3.5 2.3 1.2 0.6 0.4 0.2 0.2 0.3 0.4 0.6 1.0 1.7 2.7 3.3 4.0 5.6 7.3 7.8 5.3 6.8 7.8 7.0 5.2 4.5 4.0 3.0 1.7 0.9 0.5 0.3 0.2 0.2 0.3 0.4 0.6 0.9 1.7 2.8 3.3 4.1 5.5 8.3 8.6 3.9 7.2 9.0 7.3 5.1 4.2 3.6 2.6 1.4 0.8 0.5 0.4 0.2 0.3 0.3 0.5 0.6 1.0 1.7 2.8 3.4 4.0 5.6 7.3 7.9 5.3 6.7 7.7 6.8 4.8 4.0 3.4 2.5 1.4 0.8 0.5 0.4 0.2 0.3 0.4 0.5 0.7 1.1 1.8 2.8 3.3 3.8 5.0 6.7 7.3 5.2 6.5 7.1 5.9 4.5 3.8 3.3 2.4 1.5 0.9 0.6 0.4 0.3 0.3 0.4 0.5 0.8 1.1 1.8 2.7 3.2 3.7 4.8 5.7 5.4 4.1 4.9 5.9 5.5 4.4 3.8 3.3 2.6 1.7 1.1 0.7 0.5 0.4 0.4 0.5 0.6 0.8 1.2 1.8 2.6 3.1 3.6 4.4 5.2 5.0 3.7 4.4 5.4 5.1 4.2 3.8 3.4 2.6 1.9 1.4 0.9 0.5 0.6 0.6 0.6 0.6 0.8 1.2 1.7 2.3 2.8 3.2 3.8 4.5 4.4 3.3 4.1 4.9 4.7 3.9 3.7 3.3 2.8 2.2 1.7 1.1 0.6 1.9 1.0 0.7 0.7 0.9 1.2 1.6 2.1 2.6 2.9 3.4 4.1 4.0 3.2 3.9 4.7 4.4 4.0 3.8 3.5 3.2 2.6 2.0 1.3 0.7 4.6 1.6 0.8 0.7 0.9 1.2 1.6 2.0 2.4 2.8 3.2 3.7 3.7 2.9 3.7 4.5 4.3 4.2 4.2 4.2 4.0 3.5 2.6 1.6 0.8 2.4 1.2 0.8 0.8 0.9 1.2 1.5 1.9 2.3 2.6 3.0 3.5 3.4 2.7 3.5 4.4 4.4 4.5 4.8 4.9 5.2 4.7 3.6 2.4 0.9 0.9 0.8 0.8 0.8 1.0 1.3 1.6 2.0 2.4 2.8 3.2 3.7 3.7 3.0 3.9 4.7 4.8 5.1 5.4 5.6 6.2 6.3 5.3 3.7 1.4 0.7 0.7 0.8 0.9 1.1 1.4 1.8 2.2 2.6 3.0 3.5 4.1 4.1 3.4 4.4 5.3 5.4 5.7 6.0 6.5 8.1 8.5 8.1 6.0 2.2 0.8 0.9 0.9 1.1 1.2 1.5 2.0 2.5 2.9 3.3 3.9 4.6 4.6 3.8 4.8 5.8 6.1 6.1 6.6 7.4 9.9 11.4 11.1 8.7 2.9 1.0 1.1 1.2 1.3 1.5 1.8 2.2 2.9 3.4 3.7 4.3 5.4 5.2 4.3 5.2 6.5 6.7 6.8 7.4 8.4 11.3 13.1 13.6 10.6 3.2 0.1 0.2 0.2 0.4 0.6 0.8 1.3 1.7 1.9 1.9 1.6 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.7 1.9 2.4 3.2 3.7 4.0 5.0 5.8 5.7 4.6 5.6 7.0 7.1 6.9 7.1 7.9 9.9 10.9 10.5 8.2 2.8 0.3 0.4 0.7 1.0 1.7 2.9 5.1 7.5 8.6 7.0 5.0 3.4 2.6 2.3 2.1 2.1 2.0 2.0 1.9 2.1 2.6 3.4 3.8 4.2 5.3 6.7 7.3 5.7 7.0 7.9 7.5 6.8 6.9 7.2 8.2 8.1 7.6 5.5 1.9 0.5 0.8 1.2 1.8 2.9 4.8 7.7 10.9 13.1 10.0 7.5 5.2 4.1 3.4 3.1 2.8 2.6 2.4 2.2 2.3 2.8 3.5 4.0 4.4 6.1 7.6 8.2 5.8 7.5 8.6 8.1 6.7 6.6 6.5 6.7 6.1 4.9 3.3 1.2 0.7 1.0 1.5 2.4 3.8 5.4 8.0 10.9 12.7 10.5 8.1 6.4 5.4 4.5 4.1 3.8 3.4 3.0 2.7 2.6 3.0 3.7 4.0 4.6 5.9 8.4 8.9 5.9 7.8 9.4 8.2 6.5 6.0 5.9 5.6 4.5 3.3 2.1 0.8 0.7 1.1 1.6 2.8 4.1 5.5 7.8 10.1 11.4 10.0 8.4 7.2 6.5 5.6 5.0 4.7 4.2 3.7 3.3 3.0 3.1 3.7 4.0 4.5 5.9 7.8 8.2 5.6 7.1 8.4 7.6 5.9 5.3 5.0 4.3 3.3 2.3 1.4 0.7 0.7 1.1 1.6 2.5 3.5 4.3 5.5 6.9 7.8 7.4 7.0 6.8 6.7 6.2 5.9 5.6 5.0 4.4 3.9 3.5 3.3 3.8 4.0 4.3 5.5 7.0 7.7 5.5 6.9 7.6 6.5 5.1 4.5 4.2 3.4 2.5 1.8 1.1 0.5 0.7 1.0 1.4 2.2 3.0 3.6 4.3 4.9 5.6 5.8 6.4 6.8 7.1 7.8 8.5 8.3 6.9 5.4 4.5 3.9 3.5 3.7 3.9 4.0 5.0 5.9 5.8 4.5 5.3 6.2 5.7 4.5 4.0 3.6 2.9 2.0 1.4 0.9 0.5 0.6 0.9 1.3 1.8 2.4 3.0 3.6 4.1 4.8 5.0 6.0 6.8 8.0 9.9 11.8 11.8 9.4 6.9 5.2 4.2 3.4 3.5 3.7 3.8 4.4 5.1 4.9 3.5 4.2 5.2 4.9 4.0 3.5 3.1 2.4 1.6 1.1 0.7 0.4 0.6 0.8 1.1 1.5 1.8 2.3 2.8 3.2 3.7 4.0 4.7 5.8 7.3 9.7 12.1 12.2 9.3 6.6 4.7 3.6 3.1 3.1 3.1 3.2 3.5 4.3 4.1 3.0 3.6 4.3 3.9 3.1 2.9 2.4 2.0 1.4 0.9 0.6 0.4 0.5 0.7 0.9 1.2 1.4 1.7 2.0 2.3 2.7 2.9 3.4 4.4 6.2 8.8 11.7 12.0 8.7 5.8 3.8 2.7 2.4 2.4 2.5 2.6 2.9 3.5 3.4 2.4 3.1 3.6 3.2 2.6 2.2 1.9 1.5 1.1 0.7 0.5 0.3 0.4 0.6 0.8 1.0 1.2 1.3 1.5 1.7 1.8 2.0 2.2 2.6 3.7 5.5 7.2 7.2 5.3 3.4 2.2 1.7 1.7 1.7 1.8 2.0 2.2 2.7 2.6 1.9 2.4 2.8 2.4 2.0 1.8 1.5 1.2 0.9 0.6 0.4 0.3 0.4 0.5 0.6 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.5 1.6 1.1 1.3 1.0 0.9 0.9 1.0 1.1 1.3 1.4 1.6 1.9 1.8 1.2 1.6 2.0 1.8 1.5 1.3 1.1 0.9 0.7 0.5 0.3 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.8 1.0 1.1 1.2 1.3 1.2 0.8 1.0 1.3 1.2 1.1 1.0 0.9 0.7 0.5 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.6 0.7 0.8 0.8 0.9 0.8 0.6 0.6 0.8 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.20.20.20.30.30.30.40.40.40.40.40.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 1.0 4.2 1.3 5.7 0.9 3.3 1.2 4.9 1.4 5.9 1.0 3.4 1.2 5.2 1.2 5.2 Plot Symbol Label Quantity Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage AA1 4 RAB LIGHTING INC. RC LIGHTING ALED4T150Y - RWLED4T150Y - RWLED4T150SFY - WPLED4T150Y (TYPE IV) CAST FINNED METAL HOUSING, 6 CIRCUIT BOARDS EACH WITH 1 LED, MOLDED 2- PIECE PLASTIC REFLECTOR WITH SPECULAR FINISH AND 1 APERTURE PER LED, CLEAR FLAT GLASS LENS IN CAST BROWN PAINTED METAL LENS FRAME. 6 3155 1 156.7 AA2 2 RAB LIGHTING INC. RC LIGHTING ALED3T150Y - RWLED3T150Y - RWLED3T150SFY - WPLED3T150Y (TYPE III) CAST FINNED METAL HOUSING, 6 CIRCUIT BOARDS EACH WITH 1 LED, MOLDED PLASTIC REFLECTOR WITH SPECULAR FINISH AND 1 APERTURE PER LED, CLEAR FLAT GLASS LENS IN CAST WHITE PAINTED METAL LENS FRAME. 6 2963 1 326 WP1 2 Lithonia Lighting WPX2 LED 40K Mvolt WPX2 LED wallpack 6000lm 4000K color temperature 120-277 Volt 1 5896 1 47.77 WP2 1 Lithonia Lighting WPX1 LED P1 40K Mvolt WPX1 LED wallpack 1500lm 4000K color temperature 120-277 Volts 1 1568 1 11.47 A1 4 Nora Lighting NLOPAC-R6REGT2440W 1 968 1 11.67 Statistics Description Symbol Avg Max Min Calc Zone #1 3.4 fc 27.3 fc 0.1 fc PROPERTY LINE 0.2 fc 0.9 fc 0.0 fc AA2 M.H: 20'-0" AA2 M.H: 20'-0" AA1 M.H: 20'-0" AA1 M.H: 20'-0" AA1 M.H: 20'-0" WP1 M.H: 9'-4" WP1 M.H: 9'-4" WP2 M.H: 9'-0" A1 A1 A1 A1 AA1 M.H: 20'-0" WP2 M.H: 7'-4" WP2 M.H: 7'-4" WP2 M.H: 7'-4" 366 South Tenth Avenue PO Box 727 Waite Park, MN 56387-0727 Office: (320) 202-3100 Fax: (320) 202-3139 Website: www.SandCompanies.com E-Mail: Architects@SandCompanies.com CRYSTAL, MN 5240 APARTMENTS 5240 W BROADWAY AVE. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND ARCHITECTS, LLC. SIGNATURE: __________________________________ TYPED OR PRINTED NAME: LICENSE NO.: DATE: PROJECT NO.: DRAWN BY: CHECKED BY: DATE ISSUED FOR CONSTRUCTION: PRINT LOG REVISiON/DATE/COMMENTS PRELIM IN A R Y N O T FO RCO N STRU CTIO N DMC GML 2022-141 07/11/22 SITE PHOTOMETRIC PLAN E-1.1 # DATE DESCRIPTION 1/16" = 1'-0"1 SITE PHOTOMETRIC PLAN 7.4 366 South Tenth Avenue PO Box 727 Waite Park, MN 56387-0727 Office: (320) 202-3100 Fax: (320) 202-3139 Website: www.SandCompanies.com E-Mail: Architects@SandCompanies.com CRYSTAL, MN 5240 APARTMENTS 5240 W BROADWAY AVE. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND ARCHITECTS, LLC. SIGNATURE: __________________________________ TYPED OR PRINTED NAME: LICENSE NO.: DATE: PROJECT NO.: DRAWN BY: CHECKED BY: DATE ISSUED FOR CONSTRUCTION: PRINT LOG REVISiON/DATE/COMMENTS PRELIM IN A R Y N O T FO RCO N STRU CTIO N DMC GML 2022-141 07/11/22 SITE LIGHTING CUT SHEETS E-1.2 # DATE DESCRIPTION 7.4 7.4 33323127262830292524232221191715141312 1110 09 08 07 06 05 04 03 022001514445 464748 49 504342414036373839 3435 AJA1514EJ1141.73.3F.3H.3H.3F.3D.8C.6B.5B.5C.63.66.37.89.511.312.611.39.57.86.312.6TRASH ROOM# GO4ELEV. LOBBY# G03MECH. ROOM#G02STAIR 'B'# G01GARAGE# G00ELECT. RM# G06STAIR 'A'# G07# G05RISER RM.SPRINKLERGARAGE# G001690'-3"O.F.FND. TO O.F. FND.146'-5"O.F. FND. TO O.F. FND.64'-11" O.F.FND. TO O.F. FND.211'-6"O.F.FND TO O.F. FND.155'-2"O.F.FND. TO O.F. FND.64'-11"O.F. FND. TO O.F. FND.1852No mech/elecequip. withinaccess isleABDFJABCD1235141310EGHJ129111314812764# 123IBC TYPE 'B'1 BDRM-E-MIR# 124IBC TYPE 'B'1 BDRM-E# 122STAIR 'A'# 100-A CORRIDOR # 120IBC TYPE 'B'2 BDRM# 121IBC TYPE 'B'3 BDRM# 117IBC TYPE 'B'2 BDRM# 113IBC TYPE 'A'1 BDRM# 100-DCORRIDOR# 100-EPARCEL PENDING# 100-FVENDING# 111-ACUSTODIAL# 111VESTIBULE# 109-ACOMMUNITY RM.# 109-BCOMMUNITY RM.# 107IBC TYPE 'B'3 BDRM# 103IBC TYPE 'B'2 BDRM-MIR# 101IBC TYPE 'B'4 BDRM-E# 102STAIR 'B'# 100-BCORRIDOR# 104IBC TYPE 'B'3 BDRM# 110IBC TYPE 'B'1 BDRM-IC# 108IBC TYPE 'B'2 BDRM# 112-DMAIL# 118OFFICE LOBBY# 112-AVESTIBULE# 112-CLOW VOLT# 112LOBBY# 100-CTRASH# 114TOILET# 116MECH.# 115IBC TYPE 'B'3 BDRM-OC# 118-BOFFICE-02# 118-CWORK AREA# 118-AOFFICE-0190'-3" O.F. FR. TO O.F. FR.146'-5"O.F. FR. TO O.F. FR.64'-0" O.F. FR. TO O.F. FR.210'-5"O.F. FR. TO O.F. FR.154'-3" O.F. FR. TO O.F. FR.64'-0"O.F. FR. TO O.F. FR.fire partition see detail:fire partitionsee detail:floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-GENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLEFOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2)ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURALPLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9)exterior sheathing is to lap stud at panel joints typical, see detail:GENERAL footing and foundation NOTES1. MINIMUM CLEAR HEIGHT IN GARAGE IS TO BE 8'-4" TYP. for all items in drive lane2.GARAGE PARKING STALL STRIPING IS TO BE 4" WIDE TYP.3. HATCHED AREAS IN PARKING GARAGE TO BE 4" WIDE PERIMETER STRIPING W/ 4" WIDE STRIPES 2' 0.C. TYP.4. parking stall numbers shown on plan are for reference only, and are not to be painted on the floor5. FOOTING SLEEVES ARE TO BE INSTALLED AT ALL LOCATIONS WHERE DRAINTILE INTERSECTS THE FTG. SEE DETAIL:6. all radon mitigation pipe and rain leader locations to be coordinated with mechanical contractor,vents are not to exceed 3,000 sqft7. vapor barrier to be installed beneath floor slab, refer to specifications8. for minimum frost cover, see structuralFIRST FLR. UNIT MATRIXUNIT NO.UNIT TAG UNIT SQ. FT. (GROSS) IBC TYPE ACC. COMM.1014-bed-e1547b1032-bed1038B1043-bed1328B1073-bed1386B1082-bed1038B1081-bed-ic704B1131-bed691A1153-bed-oc1386B1172-bed1038B1202-bed1038BX1213-bed1328B1231-bed-e726B1241-bed-e726BA-2.0OVERALL PLANSBRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Overall Garage Floor Plan1/16" = 1'-0"01A-2.0NPLAN19,936 sqftSCALE:Overall First Floor Plan1/16" = 1'-0"02A-2.0Ntrue19,301 sqftmatch linematch linematch linematch linefor FIRST floor planarea 'A' see:for FIRST floor planarea 'b' see:for FIRST floor planarea 'A' see:for FIRST floor planarea 'b' see:(01/A-2.3)(01/A-2.4)(01/A-2.5)(01/A-2.6)A-3.101A-3.102A-3.201A-3.202A-3.101A-3.102A-3.201A-3.202NtrueNtrue7/12/2022 2:14:56 PM, AJBrevik 7.4 ABDFJABCD1235141310EGHJ129111314812764# 224IBC TYPE 'B'1 BDRM-E# 223IBC TYPE 'B'1 BDRM-E-MIR# 221IBC TYPE 'B'3 BDRM# 200-ACORRIDOR # 222STAIR 'A'# 220IBC TYPE 'A'2 BDRM# 217IBC TYPE 'B'2 BDRM# 218IBC TYPE 'B'1 BDRM-IC# 215IBC TYPE 'B'3 BDRM-OC# 213IBC TYPE 'B'2 BDRM# 209IBC TYPE 'B'2 BDRM# 207IBC TYPE 'B'3 BDRM# 203IBC TYPE 'B'2 BDRM-MIR# 201IBC TYPE 'B'4 BDRM-E# 204IBC TYPE 'B'3 BDRM# 208IBC TYPE 'B'2 BDRMIBC TYPE 'B'2 BDRM-IC# 200-BCORRIDOR# 202STAIR 'B'# 212ELEV. LOBBY# 212-ATRASH# 216MECH.90'-3"O.F. FR. TO O.F. FR.146'-5"O.F. FR. TO O.F. FR.64'-0" O.F. FR. TO O.F. FR.210'-5"O.F. FR. TO O.F. FR.154'-3"O.F. FR. TO O.F. FR.64'-0"O.F. FR. TO O.F. FR.# 214ELECT. RMfire partitionsee detail:fire partitionsee detail:ABDFJABCD1235141310EGHJ129111314812764# 324IBC TYPE 'B'1 BDRM-E# 323IBC TYPE 'B'1 BDRM-E-MIR# 321IBC TYPE 'B'3 BDRM# 300-A CORRIDOR # 322STAIR 'A'# 320IBC TYPE 'B'2 BDRM# 317IBC TYPE 'B'2 BDRM# 318IBC TYPE 'B'1 BDRM-IC# 315IBC TYPE 'B'3 BDRM-OC# 313IBC TYPE 'B'2 BDRM# 309IBC TYPE 'B'2 BDRM# 307IBC TYPE 'B'3 BDRM-MIR# 303IBC TYPE 'B'2 BDRM-MIR# 301IBC TYPE 'B'4 BDRM-E# 304IBC TYPE 'A'3 BDRM# 308IBC TYPE 'B'2 BDRM# 310IBC TYPE 'B'2 BDRM-IC# 300-BCORRIDOR# 302STAIR 'B'# 312ELEV. LOBBY# 312-ATRASH# 316MECH.90'-3" O.F. FR. TO O.F. FR.146'-5"O.F. FR. TO O.F. FR.64'-0" O.F. FR. TO O.F. FR.210'-5"O.F. FR. TO O.F. FR.154'-3" O.F. FR. TO O.F. FR.64'-0"O.F. FR. TO O.F. FR.# 314FITNESS RM# 314.1CLOSETfire partitionsee detail:fire partition see detail:floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-SECOND FLR. UNIT MATRIXUNIT NO.UNIT TAGUNIT SQ. FT.(GROSS)IBC TYPEACC. COMM.2014-bed-e1545B2032-bed1038B2043-bed1328B2073-bed1386B2082-bed1038B2092-bed1072B2102-bed-ic984B2132-bed1038B2153-bed-oc1386B2172-bed1038B2181-bed-ic689B2202-bed1038 A2213-bed1328B2231-bed-e726B2241-bed-e726BTHIRD FLR. UNIT MATRIXUNIT NO.UNIT TAGUNIT SQ. FT.(GROSS) IBC TYPE ACC. COMM.3014-bed-e1545B3032-bed1038B3043-bed1328A3073-bed1386B3082-bed1038B3092-bed1072B3102-bed-ic984B3132-bed1038B2153-bed-oc1386B3172-bed1038B3181-bed-ic689BX3202-bed1038B3213-bed1328B3231-bed-e726B3241-bed-e726BGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLEFOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2)ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURALPLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9)exterior sheathing is to lap stud at panel joints typical, see detail:A-2.1OVERALL PLANSBRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Overall Second Floor Plan1/16" = 1'-0"01A-2.1SCALE:Overall Third Floor Plan1/16" = 1'-0"02A-2.1match linematch linematch linematch linefor THIRD floor planarea 'A' see:for THIRD floor planarea 'b' see:for SECOND floor planarea 'A' see:for SECOND floor planarea 'b' see:(01/ A-2.7)(01/ A-2.8)(01/A-2.9)(01/A-2.10)A-3.101A-3.102A-3.201A-3.202A-3.101A-3.102A-3.201A-3.202NPLAN19,301 sqftNtrue19,264 sqftNtrueNtrue7/12/2022 2:15:17 PM, AJBrevik 7.4 ABDFJABCD1235141310EGHJ129111314812764DNDN# 421IBC TYPE 'B'3 BDRM# 400-ACORRIDOR # 422STAIR 'A'# 420IBC TYPE 'B'2 BDRM# 417IBC TYPE 'B'2 BDRM# 418IBC TYPE 'B'1 BDRM-IC# 415IBC TYPE 'B'3 BDRM-OC# 413IBC TYPE 'B'2 BDRM# 409IBC TYPE 'B'2 BDRM# 403IBC TYPE 'B'2 BDRM-MIR# 401IBC TYPE 'B'4 BDRM-E# 404IBC TYPE 'B'3 BDRM# 408IBC TYPE 'B'2 BDRM# 410IBC TYPE 'B'2 BDRM-IC# 400-BCORRIDOR# 402STAIR 'B'# 412ELEV. LOBBY# 412-ATRASH# 416MECH.# 423IBC TYPE 'B'4 BDRM-E-MIR# 414ROOF ACCESSMAINT.# 405IBC TYPE 'B'1 BDRM# 407IBC TYPE 'B'1 BDRM90'-3"O.F. FR. TO O.F. FR.146'-5"O.F. FR. TO O.F. FR.64'-0" O.F. FR. TO O.F. FR.210'-5"O.F. FR. TO O.F. FR.154'-3"O.F. FR. TO O.F. FR.64'-0"O.F. FR. TO O.F. FR.fire partitionsee detail:fire partitionsee detail:floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ABDFJABCD1235141310EGHJ1291113148127641. typ. roof slope: 1/4" per foot2. Hatched areas represent cricket drainage: 1/4" per foot3. ALL OVERFLOW SCUPPERS TO BE INSTALLED 2" ABOVE ROOF DRAIN ELEVATIONS4. PROVIDE (1) ELECTRICAL OUTLET AND (1) SWITCH AT 6"∅ RADON VENT FOR FUTURE IN-LINE EXHAUST FAN - TYP- locate above corridor acoustical ceiling With in 24" of Fan5.all radon mitigation pipe and rain leader locations to be coordinated w/ mechanical contractor6. back of all parapet walls to be finished with 1/2" treated shtg, and roofing memb. adhered to shtg.- wrap roofing memb. over parapet wall, and finish with metal cap7. min. 6" flat rigid insulation at roof drains8. ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLEFOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS9. window washing fall protection davit spacing, qty, and location to be determined by davitsupplier/engineer.10. Energy star certified roofing products to be used on 100% if the roofing area, see specificationsGENERAL ROOF NOTESFOURTH FLR. UNIT MATRIXUNIT NO.UNIT TAGUNIT SQ. FT.(GROSS)IBC TYPEACC. COMM.4014-bed-e1545B4032-bed1038B4043-bed1328B4051-bed691B4071-bed691B4082-bed1038B4092-bed1072B4102-bed-ic984B4132-bed1038B4153-bed-oc1386B4172-bed1038B4181-bed-ic689B4202-bed1038B4213-bed1328B4234-bed-e1545BGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLEFOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2)ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURALPLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9)exterior sheathing is to lap stud at panel joints typical, see detail:A-2.2OVERALL PLANSBRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Overall Fourth Floor Plan1/16" = 1'-0"01A-2.2match linematch lineSCALE:Roof Plan1/16" = 1'-0"02A-2.2for ROOF floor planarea 'A' see:for ROOF floor planarea 'b' see:for FOURTH floor planarea 'A' see:for FOURTH floor planarea 'b' see:match linematch line(01/A-2.11)(01/A-2.12)(01/A-2.13)(01/A-2.14)A-3.101A-3.102A-3.201A-3.202A-3.101A-3.102A-3.201A-3.202NPLAN19,264 sqftNtrueNtrueNtrue7/12/2022 2:19:07 PM, AJBrevik 7.4 # G00GARAGE# G07STAIR 'A'3332312726283029363738393435 15AA1.73.3C.6B.5B.5C.66.3G07G0.3G0.2G0.17'-0" 29'-3" 51 2" 27'-0" 33'-61 2"512"20'-0"24'-0"20'-0"512"12'-4"45'-6"7'-1"1'-43 8" 11'-31 2"8'-0"5'-21 2" 1'-105 8" 16'-51 2"8'-0" 31'-01 2" 27'-0"27'-0"29'-3"37'-2"8'-0"23'-10"8'-0"5'-21 2"51 2"56'-81 2"F.O. FND. TO GRID C.6h.b. w/rpz valve, siphon valve,SUMP23'-101 2"10'-0"22'-0"20'-4"5'-0"TYP.5'-0"TYP.9'-0"TYP.9'-0"TYP.FLOORSLOPEFLOORSLOPEFLOORSLOPEFLOORSLOPEFLOORSLOPEf.d.(-3")FLOORSLOPEFLOORSLOPEradon vent- coordinate location w/ mech -typ.radon vent- coordinate location w/ mech -typ.radon vent- coordinate location w/ mech -typ.PARKING STRIP- (TYP) SEE NOTE (2)PARKING STRIP- (TYP) SEE NOTE (2)PARKING STRIP- (TYP) SEE NOTE (2)INT. DRAINTILE- RADON PIPEHATCH STRIP- (TYP) SEE NOTE (3)f.e.INT. DRAINTILE- RADON PIPE(+0")(+0")(+0")(+0")(+3")(+3")(+3")(+3")precast COLUMNsee struct.h.b.h.b.H.b. w/Rpz valve,siphon valve, andball valve shutoffto trash chute- soap bottle by52 PARKING STALLSprecast BEAMsee struct.Air exaust- see mech.ext. draintileext. draintile10'-9"5'-7"5'-4"4'-4"4'-4"11"MIN.15'-8"3'-8"M.O.1'-0"11"MIN.8"8'-8"8"10'-0"19'-8"2'-0"8"20'-4"4'-4"4'-4"19'-712"24'-0"19'-712"floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallW 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL footing and foundation NOTES1. MINIMUM CLEAR HEIGHT IN GARAGE IS TO BE 8'-4" TYP. for all items in drive lane2. GARAGE PARKING STALL STRIPING IS TO BE 4" WIDE TYP.3. HATCHED AREAS IN PARKING GARAGE TO BE 4" WIDE PERIMETER STRIPING W/ 4" WIDE STRIPES 2' 0.C. TYP.4. parking stall numbers shown on plan are for reference only, and are not to be painted on the floor5. FOOTING SLEEVES ARE TO BE INSTALLED AT ALL LOCATIONS WHERE DRAINTILE INTERSECTS THE FTG. SEE DETAIL:6. all radon mitigation pipe and rain leader locations to be coordinated with mechanical contractor, vents are not to exceed 3,000 sqft7. vapor barrier to be installed beneath floor slab, refer to specifications8. for minimum frost cover, see structural406.3# G04TRASH ROOM# G03ELEV. LOBBY# G02MECH. ROOMG03G02G04MECHEQUIP.MECHEQUIP.G03.1h.b. w/rpz valve, siphon valve,and ball valve shut off totrash chute- soap bottle by othersHATCH STRIP -(TYP) SEE NOTE (3)meterlocation- see mech.proposedtrashcontainerproposedtrashcontainerproposedtrashcontainerF.D.F.D.f.e.BOLLARD (typ)- SEE DETAIL:F.D.ELEVATOR(3500 LB)PUSHBUTTONPUSHBUTTONf.e.18'-65 8"8"8"5'-0"3'-8"M.O.8"3'-8"M.O.2'-8"3'-4"M.O.8'-8"8"8"8'-8"8"7'-0"6'-4" M.O. 2'-0"8"8"18'-534"107 8" 3'-10" M.O. 4'-0"29'-0"26'-0"1'-1018"2'-31 4"20# G06ELECT. ROOM# G05RISER RM.SPRINKLERG05G068'-0"8"10'-0"8"12'-31 2"3'-8" M.O. 2'-0" 8"8"3'-8"M.O.F.D.BOLLARD (typ)- SEE DETAIL:FIRESPRINKLERRISER4" parking strip2'-0." o.c. typ.f.e.BOLLARD (typ)- SEE DETAIL:f.e.JH.3153.3EF.3A-2.3GARAGE FLR PLAN AREA 'A'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Garage Floor Plan - Area 'A'1/8" = 1'-0"01A-2.3match linematch linearea 'B'key planarea 'a'SCALE:Enlarged Plan @ Elev. Lobby & Trash Room1/4" = 1'-0"02A-2.3SCALE:Enlarged Fire Sprinkler and Elect. Room1/4" = 1'-0"03A-2.3NPLANNtrueA-10.101A-4.0017/12/2022 2:16:36 PM, AJBrevik 7.4 floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling-w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER:- C = CONC./CMU/PRECAST-M = METAL- W = WOOD- x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN)- INCHES-T = TRUSS- P = PRECAST PANEL- F = FURRING- s = shaft wallW 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2.if wall type is not indicated on plan, wall is to be type"w4" see detail: (15/a-0.3)3. at all tub & shower locations:install (1) layer of 5/8" water resistant gyp. bd. overnailing flange in addition to the gyp. bd. shown in theassembly typesGENERAL footing and foundation NOTES1. MINIMUM CLEAR HEIGHT IN GARAGE IS TO BE 8'-4" TYP. for all items in drive lane2.GARAGE PARKING STALL STRIPING IS TO BE 4" WIDE TYP.3. HATCHED AREAS IN PARKING GARAGE TO BE 4" WIDE PERIMETER STRIPING W/ 4" WIDE STRIPES 2' 0.C. TYP.4. parking stall numbers shown on plan are for reference only, and are not to be painted on the floor5. FOOTING SLEEVES ARE TO BE INSTALLED AT ALL LOCATIONS WHERE DRAINTILE INTERSECTS THE FTG. SEE DETAIL:6. all radon mitigation pipe and rain leader locations to be coordinated with mechanical contractor, vents are not to exceed 3,000 sqft7. vapor barrier to be installed beneath floor slab, refer to specifications8.for minimum frost cover, see structural# G00GARAGESTAIR 'B'# G01# G06ELECT. ROOMRISER RM.SPRINKLER# G052625242322211917 15141312 1110 09 08 07 06 05 04 03 022001514445 464748 49 50434241403839ELEVATOR(3500 LB)# G04TRASH ROOM# G03ELEV. LOBBY# G02MECH. ROOM141143.66.37.89.511.312.611.39.57.86.312.6G03G02G04G06G05G0116146'-5"O.F. FND. TO O.F. FND.27'-0"27'-0"27'-0"27'-0"28'-5"4'-9"512"G03.11852211'-4"O.F.FND TO O.F. FND.512"28'-5"27'-0"27'-0"27'-0"27'-0"27'-0"47'-0"512"99'-0"10'-8"48'-8"53'-0"64'-11" O.F.FND. TO O.F. FND. 51 2" 20'-0"24'-0"20'-0" 51 2"27'-51 2"10'-0"27'-51 2"8'-0"11'-512"1'-312"7'-0"1'-1112"12'-112"8'-0"37'-2"8'-0"46'-212"51 2"20'-0"24'-0"27'-0"34'-111 2"8'-0"22'-0"8'-0"98'-51 2"F.O. FND. TO GRID C.6 FLOORSLOPEFLOORSLOPE FLOORSLOPEFLOORSLOPEFLOORSLOPEFLOORSLOPEFLOORSLOPE FLOOR SLOPEFLOORSLOPEFLOOR SLOPE FLOORSLOPEFLOOR SLOPEFLOORSLOPEFLOOR SLOPE FLOORSLOPEFLOOR SLOPEFLOORSLOPEFLOOR SLOPE FLOORSLOPE8'-4" Clr. min. Headheight at drive lane(+0")f.d.(-3")f.d.(-3")f.d.(-3")f.d.(-3")f.d.(-3")FLOORSLOPE w/ mech -typ.radon vent- coordinatelocationw/ mech -typ.radon vent- coordinatelocationw/ mech -typ.radon vent- coordinatelocationw/ mech -typ.radon vent- coordinatelocationw/ mech -typ.radon vent- coordinatelocationw/ mech -typ.- (TYP) SEE NOTE (2)f.e.f.e.AIR EXHAUST- SEE MECH.4'-118"8'-4" clr. min. headheight at drive lane5'-0" TYP.INT. DRAINTILE- RADON PIPEINT. DRAINTILE- RADON PIPEh.b.h.b.H.b. w/Rpz valve,siphon valve, andball valve shutoffto trash chute- soap bottle byothers52 PARKING STALLSh.b.h.b.precast BEAMsee struct.9'-0"TYP.9'-0"TYP.PARKING STRIP- (TYP) SEE NOTE (2)HATCH STRIP- (TYP) SEE NOTE (3)(+3")(+3")(+3")(+3")(+0")(+0")(+0")precast COLUMNsee struct.21'-2"10'-0"23'-1012"FLOOR SLOPE FLOOR SLOPE INT. DRAINTILE- RADON PIPEf.e.(+0")(+0")(+3")(+3")(+3")Sump- see mech(+0")(+0")FLOOR SLOPE FLOOR SLOPE FLOOR SLOPEf.e.f.e.(+0")(+0")(+0")(+0")h.b.precast BEAMsee struct.ext. draintileext. draintileext. draintilebollard (typ.)- See detail: (-/-) 19'-71 2" TYP. 24'-0" TYP. 19'-71 2" TYP.JH.3F.3D.8EJF.3H.3A-2.4GARAGE FLR PLAN AREA 'B'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Garage Floor Plan - Area 'B'1/8" = 1'-0"01A-2.4match linematch linearea 'B'key planarea 'a'NPLANNtrueA-2.303A-2.302A-4.0027/12/2022 2:15:47 PM, AJBrevik 7.4 floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-1235ABCDABD123121124122120122.1118.3118.4# 123IBC TYPE 'B'1 BDRM-E-MIR# 124IBC TYPE 'B'1 BDRM-E# 122STAIR 'A'# 100-ACORRIDOR# 120IBC TYPE 'B'2 BDRM# 121IBC TYPE 'B'3 BDRM# 118-CWORK AREA# 118-AOFFICE-01fire partitionsee detail: 90'-31 2" 24'-31 2"10'-0"36'-0"20'-0"30'-2"24'-31 2"70'-31 2"F.O. FR. TO GRID D46'-0"29'-0"64'-0"6'-0"29'-0"AAAAAAAAACCCCDDASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:D# 112-DMAIL# 118OFFICE LOBBY# 112-AVESTIBULE# 112-CLOW VOLT# 112LOBBY# 100-CTRASH# 114TOILET# 116MECH.# 118-BOFFICE-02# 118-CWORK AREA# 118-AOFFICE-01112.2112118.1118112.1118.5118.6118.3118.2118.4100.1114116A5'-31 4"4'-6"6'-6"8'-0"10'-0"3'-61 4"8'-1"11'-81 4"5'-71 8"17'-65 8"2'-0"2'-0"7'-1034"7'-458"11'-578"4'-234"13'-15 8"9'-17 8"8'-2"5' - 0 "7'-0"3'-2"4'-9"4'-9"9'-6"8'-218"5'-1134"4'-1112"2'-358"4' - 1 34"3'-958"10'-10"TRASHCHUTEELEVATOR(3500 LB)EG35A-2.5FIRST FLR PLAN AREA 'A'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalmatch linematch linearea 'B'key planarea 'a'SCALE:First Floor Plan - Area 'A'1/8" = 1'-0"01A-2.5SCALE:Enlarged Plan @ First Floor1/4" = 1'-0"02A-2.5NPLANNtrueNPLANNtrueA-10.1027/12/2022 2:16:59 PM, AJBrevik 7.4 floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-10121314EGHJ1289111314764117115113109109.6107103101102102.1104108110114116100.1118112.2112112.1118.5118.2118.3118.4118.1118.6109.1109.5109.3109.4111.1111.2111# 117IBC TYPE 'B'2 BDRM# 113IBC TYPE 'A'1 BDRM# 100-DCORRIDOR# 100-EPARCEL PENDING# 100-FVENDING# 111-ACUSTODIAL# 111VESTIBULE# 109-ACOMMUNITY RM.# 109-BCOMMUNITY RM.# 107IBC TYPE 'B'3 BDRM# 103IBC TYPE 'B'2 BDRM-MIR# 101IBC TYPE 'B'4 BDRM-E# 102STAIR 'B'# 100-BCORRIDOR# 104IBC TYPE 'B'3 BDRM# 110IBC TYPE 'B'1 BDRM-IC# 108IBC TYPE 'B'2 BDRM# 112-DMAIL# 118OFFICE LOBBY# 112-AVESTIBULE# 112-CLOW VOLT# 112LOBBY# 100-CTRASH# 114TOILET# 116MECH.# 115IBC TYPE 'B'3 BDRM-OC# 118-BOFFICE-02# 118-CWORK AREA# 118-AOFFICE-01109.220'-0"30'-2"146'-5"36'-0"46'-0"10'-0"24'-3"64'-0" 29'-0"6'-0"29'-0"24'-3"210'-5"O.F. FR. TO O.F. FR.36'-0"37'-2"12'-0"24'-0"29'-0"24'-0"24'-0"36'-0"48'-0"AAAAAAAAAAAbbbbbbbbbAAAAACCCCCDDDDBBB84'-0"F.O. FR. TO GRID D ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling-w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER:- C = CONC./CMU/PRECAST-M = METAL- W = WOOD- x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN)- INCHES-T = TRUSS- P = PRECAST PANEL- F = FURRING- s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2.if wall type is not indicated on plan, wall is to be type"w4" see detail: (15/a-0.3)3. at all tub & shower locations:install (1) layer of 5/8" water resistant gyp. bd. overnailing flange in addition to the gyp. bd. shown in theassembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLEFOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2)ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURALPLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9)exterior sheathing is to lap stud at panel joints typical, see detail:DFJA-2.6FIRST FLR PLAN AREA 'B'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'SCALE:First Floor Plan - Area 'B'1/8" = 1'-0"01A-2.6match linematch lineNPLANNtrueA-2.502A-4.1017/12/2022 2:19:31 PM, AJBrevik 7.4 floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling-w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER:- C = CONC./CMU/PRECAST-M = METAL- W = WOOD- x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN)- INCHES-T = TRUSS- P = PRECAST PANEL- F = FURRING- s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2.if wall type is not indicated on plan, wall is to be type"w4" see detail: (15/a-0.3)3. at all tub & shower locations:install (1) layer of 5/8" water resistant gyp. bd. overnailing flange in addition to the gyp. bd. shown in theassembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLEFOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2)ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURALPLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9)exterior sheathing is to lap stud at panel joints typical, see detail:1235ABCDABD223221224222220218# 224IBC TYPE 'B'1 BDRM-E# 223IBC TYPE 'B'1 BDRM-E-MIR# 221IBC TYPE 'B'3 BDRM# 200-ACORRIDOR # 222STAIR 'A'# 220IBC TYPE 'A'2 BDRM# 218IBC TYPE 'B'1 BDRM-IC90'-31 2" 24'-31 2"10'-0"36'-0"20'-0"30'-2"24'-31 2"70'-31 2"F.O. FR. TO GRID D46'-0"29'-0"64'-0"6'-0"29'-0"CANOPYBELOWAAAAAAAACCCCDDAfire partition # 212ELEV. LOBBY# 212-ATRASH# 216MECH.# 214ELECT. RM214212212.12164'-012"5'-1014"7'-214"9'-41 8"10'-21 2"5'-05 8" 8'-41 8" 1'-0"2'-412"5'-012"4'-03 4"19'-61 2" 5'-13 4"17'-51 2"2'-0"2'-0"13'-7"9'-7"TRASHCHUTEELEVATOR(3500 LB)G3A-2.7SECOND FLR PLAN AREA 'A'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Second Floor Plan - Area 'A'1/8" = 1'-0"01A-2.7SCALE:Enlarged Plan @ Second Floor1/4" = 1'-0"02A-2.7NPLANNtrueA-10.1037/12/2022 2:15:33 PM, AJBrevik 7.4 floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:10121314EGHJ1289111314764217215213207203201202204208210214212218216212.1209# 217IBC TYPE 'B'2 BDRM# 218IBC TYPE 'B'1 BDRM-IC# 215IBC TYPE 'B'3 BDRM-OC# 213IBC TYPE 'B'2 BDRM# 209IBC TYPE 'B'2 BDRM# 207IBC TYPE 'B'3 BDRM# 203IBC TYPE 'B'2 BDRM-MIR# 201IBC TYPE 'B'4 BDRM-E# 204IBC TYPE 'B'3 BDRM# 208IBC TYPE 'B'2 BDRM# 210IBC TYPE 'B'2 BDRM-IC# 200-BCORRIDOR# 202STAIR 'B'# 212ELEV. LOBBY# 212-ATRASH# 216MECH.20'-0"30'-2"146'-5"36'-0"46'-0"10'-0"24'-3"64'-0" 29'-0"6'-0"29'-0"24'-3"210'-5"O.F. FR. TO O.F. FR.36'-0"37'-2"12'-0"24'-0"29'-0"24'-0"24'-0"36'-0"48'-0"# 214ELECT. RMfire partitionsee detail:CANOPYBELOWAAAAAAAAAAbbbbbbbbbAAAACCCCCDDDDBBBACCbBbb84'-0"F.O. FR. TO GRID D fire partitionsee detail:DFJA-2.8SECOND FLR PLAN AREA 'B'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Second Floor Plan - Area 'B'1/8" = 1'-0"01A-2.8NPLANNtrueA-2.7027/12/2022 2:16:10 PM, AJBrevik 7.4 floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:1235ABCDABD323321324322320318# 324IBC TYPE 'B'1 BDRM-E# 323IBC TYPE 'B'1 BDRM-E-MIR# 321IBC TYPE 'B'3 BDRM# 300-ACORRIDOR # 322STAIR 'A'# 320IBC TYPE 'B'2 BDRM# 318IBC TYPE 'B'1 BDRM-IC90'-31 2" 24'-31 2"10'-0"36'-0"20'-0"30'-2"24'-31 2"46'-0"29'-0"64'-0"6'-0"29'-0"AAAAAAAACCCCDDA70'-3"F.O. FR. TO GRID Dfire partition # 312ELEV. LOBBY# 312-ATRASH# 316MECH.# 314FITNESS RM314312312.1316314.1# 314.1CLOSET4'-012"5'-1014"7'-214"9'-41 8"10'-13 8"5'-13 4" 8'-41 8" 1'-0"2'-412"5'-012"4'-03 4"19'-61 2" 5'-13 4"17'-51 2"2'-0"2'-0"13'-7"9'-7"10'-21 2"5'-05 8"TRASHCHUTEELEVATOR(3500 LB)G3A-2.9THIRD FLR PLAN AREA 'A'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Third Floor Plan - Area 'A'1/8" = 1'-0"01A-2.9SCALE:Enlarged Plan @ Third Floor1/4" = 1'-0"02A-2.9NPLANNtrueA-10.1047/12/2022 2:19:20 PM, AJBrevik 7.4 floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:10121314EGHJ1289111314764317315313307303301302304308310314312318316312.1309# 317IBC TYPE 'B'2 BDRM# 318IBC TYPE 'B'1 BDRM-IC# 315IBC TYPE 'B'3 BDRM-OC# 313IBC TYPE 'B'2 BDRM# 309IBC TYPE 'B'2 BDRM# 307IBC TYPE 'B'3 BDRM-MIR# 303IBC TYPE 'B'2 BDRM-MIR# 301IBC TYPE 'B'4 BDRM-E# 304IBC TYPE 'A'3 BDRM# 308IBC TYPE 'B'2 BDRM# 310IBC TYPE 'B'2 BDRM-IC# 300-BCORRIDOR# 302STAIR 'B'# 312ELEV. LOBBY# 312-ATRASH# 316MECH.# 314FITNESS RM314.120'-0"30'-2"146'-5"36'-0"46'-0"10'-0"24'-3"64'-0" 29'-0"6'-0"29'-0"24'-3"210'-5"O.F. FR. TO O.F. FR.36'-0"37'-2"12'-0"24'-0"29'-0"24'-0"24'-0"84'-0"F.O. FR. TO GRID D 36'-0"48'-0"AAAAAAAAAAbbbbbbbbbAAAACCCCCDDDDBBBACCbBbb# 314.1CLOSETfire partitionsee detail:fire partitionsee detail:DFJA-2.10THIRD FLR PLAN AREA 'B'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Third Floor Plan - Area 'B'1/8" = 1'-0"01A-2.10NPLANNtrueA-2.9027/12/2022 2:17:11 PM, AJBrevik 7.4 floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:1235ABCDABD423421422420418# 421IBC TYPE 'B'3 BDRM# 400-ACORRIDOR # 422STAIR 'A'# 420IBC TYPE 'B'2 BDRM# 418IBC TYPE 'B'1 BDRM-IC# 423IBC TYPE 'B'4 BDRM-E-MIR90'-31 2" 24'-31 2"10'-0"36'-0"20'-0"30'-2"24'-31 2"70'-31 2"F.O. FR. TO GRID D46'-0"29'-0"64'-0"6'-0"29'-0"AAAAAAAACCCADDAAAfire partition # 412ELEV. LOBBY# 412-ATRASH# 416MECH.# 414ROOF ACCESSMAINT.416412.1412mech.equip.A8'-0"A8'-0"414TRASHCHUTEELEVATOR(3500 LB)4'-012"5'-1014"7'-214"9'-41 8"10'-21 2" 8'-41 8" 1'-0"2'-412"5'-012"4'-03 4"19'-61 2" 5'-13 4"17'-51 2"2'-0"2'-0"9'-7"10'-21 2"5'-05 8"13'-7"5'-05 8"G3A-2.11FOURTH FLR PLAN AREA 'A'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Fourth Floor Plan - Area 'A'1/8" = 1'-0"01A-2.11SCALE:Enlarged Plan @ Fourth Floor1/4" = 1'-0"02A-2.11NPLANNtrueA-10.1057/12/2022 2:19:50 PM, AJBrevik 7.4 floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling-w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER:- C = CONC./CMU/PRECAST-M = METAL- W = WOOD- x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN)- INCHES-T = TRUSS- P = PRECAST PANEL- F = FURRING- s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2.if wall type is not indicated on plan, wall is to be type"w4" see detail: (15/a-0.3)3. at all tub & shower locations:install (1) layer of 5/8" water resistant gyp. bd. overnailing flange in addition to the gyp. bd. shown in theassembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLEFOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2)ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURALPLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9)exterior sheathing is to lap stud at panel joints typical, see detail:10121314EGHJ1289111314764417413411407403401402404408410414412418416412.1409405# 417IBC TYPE 'B'2 BDRM# 418IBC TYPE 'B'1 BDRM-IC# 415IBC TYPE 'B'3 BDRM-OC# 413IBC TYPE 'B'2 BDRM# 409IBC TYPE 'B'2 BDRM# 403IBC TYPE 'B'2 BDRM-MIR# 401IBC TYPE 'B'4 BDRM-E# 404IBC TYPE 'B'3 BDRM# 408IBC TYPE 'B'2 BDRM# 410IBC TYPE 'B'2 BDRM-IC# 400-BCORRIDOR# 402STAIR 'B'# 412ELEV. LOBBY# 412-ATRASH# 416MECH.# 414ROOF ACCESSMAINT.# 405IBC TYPE 'B'1 BDRM# 407IBC TYPE 'B'1 BDRM20'-0"30'-2"146'-5"36'-0"46'-0"10'-0"24'-3"64'-0" 29'-0"6'-0"29'-0"24'-3"210'-5"O.F. FR. TO O.F. FR.36'-0"37'-2"12'-0"24'-0"29'-0"24'-0"24'-0"36'-0"48'-0"AAAAAAAAAAbbbbbbbbAAAACCCCCDDDDBBBACCbBbbb84'-0"F.O. FR. TO GRID D fire partitionsee detail:fire partitionsee detail:DFJA-2.12FOURTH FLR PLAN AREA 'B'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FO R CON S T RU C T IONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Fourth Floor Plan - Area 'B'1/8" = 1'-0"01A-2.12NPLANNtrueA-2.11027/12/2022 2:16:22 PM, AJBrevik 7.4 7.4 7.4 7.4 TOP OF PRECAST100'-0"TOP OF FLR DECK109'-11 7/8"TOP OF FLR DECK119'-11 3/4"TOP OF FLR DECK129'-11 5/8"TRUSS BRG.TBDT.O. PARAPETTBDT.O. PARAPETTBDbr-1br-1aaaaaaaaaaaaaaaaaaaaaaaadddddddddddcccccccc44'-7" FIN. GRADE TO TOP OF PARAPET TOP OF PRECAST100'-0"TOP OF FLR DECK109'-11 7/8"TOP OF FLR DECK119'-11 3/4"TOP OF FLR DECK129'-11 5/8"TRUSS BRG.TBDT.O. PARAPETTBDT.O. PARAPETTBDbr-1br-1br-1aadddddddaaaaaaaaaaacaaaaaaaaaaaaaaaaaaaacccccccccccdddd44'-7" FIN. GRADE TO TOP OF PARAPETexterior finish legend- lap siding #1 + silverpointe (SW 7653)- lap siding #2 + gauntlet gray (sw 7019)- Lap siding #3 + dorian gray (sw 7017)- Board and Batten + silverpointe (SW 7653)- Board and batten + gauntlet gray (sw 7019)- MASONRY VENEER TYPE 1 + 4" burnished cmu - onyx- Masonry Veneer type 2 + architectural precast sill - match mv1- MASONRY VENEER TYPE 3 + architectural precast cap - Match br-1- brick veneer type 1 + face brick - Ebonite velour- PRE-FINISHED METAL FLASHING CAP + tbd (SW ####) u.n.o.- PRE-FINISHED METAL FASCIA + tbd (sw ####) u.n.o.- membrane roofing - slopedLP-1LP-2MV-1M-1M-2BB-1R-1LP-3MV-3MV-2BR-1general notes: 1. for EXTERIOR finish details see sheets A-11.5 2. trim board colors are to be TBD sw #### (u.n.o.) + TYPICAL trim boards at windows and doors to be 4" (U.N.O.) + vertical trim boards to be 6" (U.N.O.) + HORIZONTAL ACCENT BANDS TO BE 12" (U.N.O.) + top of band varies. align with the top of floor decking at each location shown typ. 4. Coordinate all misc. flashing colors w/ project architect 5. control joints to be placed 24" in from outside corners typ. (u.n.o.) 6. control joints at penetrations are to be cut flush with edge of opening. If an aesthetic headstone, row lock, or sill block is present, cut flush with edge of aesthetic feature - typ. 7. Mechanical vent covers and louvers in lap siding to match adjacent materials, Mechanical vent covers and louvers at masonry to be TBD Sw #### 8. terrace doors and hollow metal doors to be field painted, color to be tbd sw #### 9. pipe railings at grade to be matte black (U.N.O.)10. balcony framing and railings to be matte black with gray decking (U.N.O.)11. all cmu openings are to be returned to the face of wall sheathing or foundation u.n.o.12. all grade elevations shown on architectural drawings are to be used as reference, verify final grading with civil plansBB-2A-3.2EXTERIOR ELEVATIONSBRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FORCONSTRUCTIONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Overall East Elevation############02A-3.2SCALE:Overall North Elevation############01A-3.27/12/2022 2:38:13 PM, AJBrevik 7.4 7.4 ORDINANCE NO. 2022 - _____ CITY OF CRYSTAL AN ORDINANCE AMENDING THE ZONING MAP TO REZONE PROPERTY FOR CRYSTAL HOUSING GROUP LOCATED AT 5232, 5240, 5248, AND 5256 WEST BROADWAY AVENUE FROM INDUSTRIAL (I) TO TOWN CENTER - PLANNED DEVELOPMENT (TC-PD) THE CITY OF CRYSTAL ORDAINS: Section 1. Legislative Findings. The City Council of the City of Crystal hereby finds and determines as follows: (a)Crystal Housing Group (“Applicant”) has requested to rezone property it proposes to purchase at 5232, 5240, 5248, and 5256 West Broadway Avenue (“Property”) to the town center - planned development overlay district as provided in Crystal city code, subsection 515.13; and (b)The request would rezone the Property from Industrial (I) to Town Center - Planned Development (TC-PD); and (c)The rezoning request is to allow the Applicant to construct a four story, 58- unit apartment building, which involves the consolidation of the Property into a single platted parcel and approval of a site plan; and (d)The Planning Commission held a public hearing on the rezoning request on August 8, 2022 and voted to forward the requested rezoning to the City Council with a recommendation that it be approved with certain conditions; and (e)The City Council determines the proposed rezoning of the Property complies with the approval criteria in Crystal city code, subsection 510.31 and 515.13 and other applicable provisions. Section 2. Rezoning. Subject to the conditions in Section 3 of this ordinance, the Zoning Map of Crystal, Minnesota is hereby amended as follows: The zoning classification of the following legally described property addressed as 5232, 5240, 5248, and 5256 West Broadway Avenue, currently classified as Industrial (I), shall henceforth be classified as Town Center – Planned Development (TC-PD), which is proposed to be combined as: Lot 1, Block 1, Crystal Housing Group Addition, Hennepin County, Minnesota. Attachment F 7.4 Section 3. Conditions. The rezoning approved herein is conditioned on compliance with the following: 1.Site Plan. The development shall be constructed according to the site plan in attachment E of the staff report. Prior to issuance of the building permit, the applicant shall: 1.Receive approval by the City Council of lot consolidation and alley easement vacation applications to combine the applicant’s four properties at 5232, 5240, 5248, and 5256 West Broadway Avenue into one parcel, vacate the alley easement, and provide new easements on the final plat document. 2.Submit a plan to screen rooftop mechanical units according to the requirements of Crystal city code, subsection 520.13. 3.Provide an updated utility plan and detail sheet that shows a gate valve for the new water service connection, as well as for the fire hydrant. A note shall be added to the plan that plastic rings will be used, not concrete adjusting rings. 4.Sign a site improvement agreement with the city and provide an escrow to guarantee installation of the surface parking lot, underground stormwater chamber, and landscaping plan. 2.Overhead utilities. If utility lines are installed, relocated or extended, the lines shall be buried underground. New private utilities, such as Xcel Energy, Center Point Energy, or Comcast shall be buried underground. 3.Special provisions related to Town Center - Planned Development rezoning. The rezoning to TC-PD implements the following special provisions in place of the standard town center requirements: a.The number of enclosed parking spaces is reduced from 58 to 52 spaces. b.The minimum glazing requirement is reduced from 50% to 33% for the first floor and from 30% to 27% for the upper floors. c.The minimum first floor height is reduced from 12’ to 10’. d.The building street frontage requirement is reduced from 75% to 69%. e.The maximum front building setback is increased from 10’ to 24’. Section 4. Zoning Map Amendment. The zoning administrator is authorized and directed to amend the Zoning Map in accordance with this ordinance and to take any such other actions as may be required to effectuate this rezoning. Section 5. Effective Date. This ordinance shall not be codified into the Crystal city code and is effective in accordance with Crystal city code, subsection 110.11. 7.4 _____________________________ Jim Adams, Mayor ATTEST: __________________________ Chrissy Serres, City Clerk First Reading: August 16, 2022 Second Reading and Adoption: ________________________ Publication: ________________________ Effective Date: ________________________ 7.4 1 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2022-__ RESOLUTION APPROVING SUMMARY LANGUAGE FOR PUBLICATION OF ORDINANCE NO. 2022-___ WHEREAS, the Crystal City Council adopted Ordinance No. 2022-___ “An Ordinance Amending the Zoning Map to Rezone Property for Crystal Housing Group located at 5232, 5240, 5248, and 5256 West Broadway Avenue from Industrial (I) to Town Center – Planned Development (TC-PD)” (“Ordinance”) at its meeting held on September 6, 2022; and WHEREAS, Section 3.12 of the Crystal City Charter and Section 110.13 of the Crystal City Code indicate that ordinances approved by the City Council will be published in summary form and that the City Council is to approve the form of the summary. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal that the following summary language is hereby approved for publication of the Ordinance: CITY OF CRYSTAL ORDINANCE NO. 2022-____ AN ORDINANCE AMENDING THE ZONING MAP TO REZONE PROPERTY FOR CRYSTAL HOUSING GROUP LOCATED AT 5232, 5240, 5248, AND 5256 WEST BROADWAY AVENUE FROM INDUSTRIAL (I) TO TOWN CENTER - PLANNED DEVELOPMENT (TC-PD) SUMMARY OF ORDINANCE No. 2022-__ Ordinance No. 2022-__ was approved by the city council on September 6, 2022. A printed copy of the full text of the ordinance is available for public inspection in the office of the city clerk and is available on the city’s website. The ordinance rezones the property at 5232-5256 West Broadway Avenue from Industrial to Town Center - Planned Development. The ordinance makes various legislative findings, amends the City’s zoning map to reflect the new district, set out conditions, and directs the zoning administrator to amend the zoning map. A copy of the full ordinance is available on the City’s website. BE IT FINALLY RESOLVED, that the City Clerk is hereby authorized and directed to do each of the following: 1.Publish the approved summary language once in the City’s official newspaper; Attachment G 7.4 2 2. Place a copy of this Resolution, the full text of the Ordinance, and the affidavit of publication of the summary language in the City’s ordinance book; 3. Make the full text of the Ordinance available for public inspection in the office of the City Clerk during the City’s regular business hours; 4. Incorporate the text of the Ordinance into the Crystal City Code; and 5. Post the updated Crystal City Code on the City’s website. Adopted this 6th day of September 2022. BY THE CITY COUNCIL _________________________________ Jim Adams, Mayor ATTEST: ________________________________ Christina Serres, City Clerk 7.4 UDC AMENDMENTS PAGE 1 OF 5 ___________________________________________________________________________ FROM: Dan Olson, City Planner TO: Anne Norris, City Manager (for September 6 meeting) DATE: September 1, 2022 RE: Consider second reading of ordinance amending the Unified Development Code and adoption of a resolution approving summary language of the ordinance for publication __________________________________________________________________________ A.BACKGROUND Staff is requesting miscellaneous amendments to the unified development code (UDC). Most of the proposed amendments are corrections or clarifications , brought about by things we learned while administering the UDC’s requirements. On August 8th the Planning Commission held the public hearing and recommen ded denial of the amendments, with the exception of allowing vehicle sales for the properties at 6048-6058 (Premier Auto) and 6030 Lakeland Avenue North. At the public hearing Dan Pearson, owner of Premier Auto, spoke in favor of allowing vehicle sales on his property, while four residents expressed opposition to o ther proposed amendments. At the September 6, 2022 City Council meeting the Council is being asked to approve second reading and adoption of the ordinance and adopt a resolution for summary publication. The first reading of the ordinance was approved by the Council on August 16, 2022. Attachments: A.Letter from Dan Pearson, property owner of 6048 - 6058 Lakeland Ave N (Premier Auto) B.Ordinance amending the UDC C.Resolution approving summary ordinance COUNCIL STAFF REPORT UDC amendments 7.5 UDC AMENDMENTS PAGE 2 OF 5 B. PROPOSED AMENDMENTS 1. Consistent use of word “multiple” (pages 11, 19, 48, 74, 128, 131, 135, 146, 177, 180, and 181). The word “multiple” pertaining to “multiple family dwellings” and “multiple tenant buildings” is used inconsistently. At times the word “multi” was used, while other times “multiple” was used. The amendment is to create consistency with the use of this term. 2. Front lot line (pages 14 and 15). States that for a through lot, the zoning administrator has authority to determine which is the front lot line. 3. Specialized care facility (page 23). Delete the term “housing with services establishment” since that phrase was replaced in 2021 with “assisted living facility” by the MN Dept. of Health. 4. Subdivision regulations (pages 23 and 159). Clarifies that a subdivision review by the city only includes Common Interest Community (CIC) plats that divide the land into two or more lots (not merely a division of ownership). 5. Type 1 review procedure (page 32). Clarifies that the zoning administrator may be assisted in application review by other city staff, as is done for type 2 and 3 procedures. 6. Site plan review (page 36). Requires only a type 1 review procedure for a building replacement on the same footprint and height as the original building. 7. Timeline for building permit submittal (pages 36, 37, and 39). Clarifies that an applicant has one year to submit a building permit application after site plan or CUP approval. 8. Ground floor height (page 50). Clarifies that the height requirement for a ground floor in the town center zoning districts is greater only if a non-residential use is proposed for that floor. 9. Façade glazing (page 51). Clarifies that the percentage requirement for ground floor glazing in the town center zoning districts is greater only if a non-residential use is proposed for the ground floor. 10. Street/pedestrian locations (pages 52 and 71). Clarifies that new connections in the town center districts can be either street or pedestrian connections and do not need to be city streets. 11. Floor area for alcohol sales in restaurants (pages 75 and 80). Since the limitation is rarely, if ever, exceeded, this amendment deletes the limitation for the amount of floor space devoted to on-sale liquor, wine or beer. 12. Building signage (page 77). Requires directional signage at the public street if the primary entry door for a multiple family dwelling is not visible from the street. 13. Vehicle sales north of Lombardy Lane (pages 80-81). The city received a request from Premier Motors at 6048-6058 Lakeland Ave N to allow vehicle sales north of Lombardy Lane (attachment A). Currently vehicle sales are allowed as a permitted use in the commercial district, but not north of 56 th Avenue (Bass Lake Road). Therefore vehicle sales at Premier are classified as “legally nonconforming”, which allows for the use to continue but it cannot be expanded. With this change Premier Motors and Jack’s Auto Sales would be able to expand and improve sales lots on their c urrent properties. The aerial photo below shows the two properties. 7.5 UDC AMENDMENTS PAGE 3 OF 5 There is precedence for allowing vehicle sales in a smaller area – vehicle sales are allowed to a point 660’ north of the intersection of Winnetka and 36 th Avenues. The zoning map excerpt on the next page show the properties where vehicle sales would be allowed as a result of this amendment. Jack’s would have to combine 6043 Florida Avenue with their 6030 Lakeland lot to take advantage of this change. 14. Waste container enclosure (pages 93 and 134). Requires waste container enclosures, such as dumpster enclosures. Use-specific standards are found in the screening requirements of the UDC, except for one and two family dwellings. 7.5 UDC AMENDMENTS PAGE 4 OF 5 15. Garage size (pages 90 and 97). To ensure that a garage is large enough for a vehicle, this amendment sets a minimum standard for a garage size. In addition the requirement to have a concrete floor for a garage or carport is moved from general accessory building requirements to the specific requirements for garages and carports. 16. Outdoor dining and sales (page 101). Clarifies that a CUP is only required if the duration exceeds the limits for a temporary use. 17. Nonconforming lots of record (pages 16 and 106). Clarifies the definition of a nonconforming lot of record. 18. Measuring distances (page 107). Clarifies the requirements for measuring distances (rounding). 19. Building setbacks (page 114). Reduces the required setback from 15 to 10 feet for the interior side yard in the R-2 district and for the corner side yard in the commercial and industrial districts. Also increases the minimum rear setback in the town center districts to 5 feet. 20. Tree size requirements (page 127). Reduces the minimum size for newly planted trees from 2 to 1.5 inches. 21. Parking lot screening (pages 132-133). Those parking lots set back a significant distance from the street and that are not adjacent to a residential use would not be subject to screening requirements. Screening requirements within the town center districts may be altered if driveway visibility would be impaired. 22. Landscaping requirements (page 133). Clarifies the gross area of a parking lot and to correct an internal inconsistency relating to tree size requirements. 23. Roof-mounted mechanical equipment (page 134). Exempts one and two family dwellings from screening requirements for rooftop mechanical equipment. 24. Parking calculation (page 138). Clarifies the procedure to round up or down when calculating the minimum or maximum number of parking spaces for a property. 25. Driveway access for parking lots (page 147). Clarifies that the requirement to set back a parking lot feature is only applicable on busier streets (collector or arterial streets). 26. Compact vehicle spaces (pages 148-149). Removes the minimum number of compact parking spaces for larger parking lots, while retaining the maximum number. 27. Civil engineer (page 150). Allows for a civil engineer, in addition to a transportation engineer, to prepare a parking study. 28. Street frontage and access requirements for subdivisions (pages 7, 14, 23, 40, 166, 167). Clarifies that access to a lot may be from an improved alle y. In addition, language referencing principal or secondary frontage or access is deleted because there are no regulations requiring buildings to face a specific direction or to be accessed a certain way. 29. Alley requirements for subdivisions (pages 168-169). Clarifies the requirements for new alleys. 30. Subdivision requirements (pages 16 and 23). These amendments clarify that subdivision requirements apply only to lots, not building placement or other improvements. For example the UDC states that alleys are permitted as a secondary access, but there are homes in Crystal that only have a driveway to an alley and nothing, neither driveway nor sidewalk, to the street. The amendments also clarify what constitutes an irregularly shaped lot. 31. Sign code (pages 21, 173, 179, 180). Corrects a typo for off-premise sign requirements, clarifies the city’s practice of not requiring a sign permit for a menu board sign, and allows greater height limits for commercial monument signs. 7.5 UDC AMENDMENTS PAGE 5 OF 5 C. REQUESTED ACTION Planning Commission recommendation – denial with one exception. At the August 8th Planning Commission meeting, the Commission held the public hearing and then recommended denial of the UDC amendments by a vote of 8 to 0 (one member was absent), with the exception of allowing vehicle sales for the properties at 6048-6058 (Premier Auto) and 6030 Lakeland Avenue North. Staff recommendation - approval City Council second reading of the ordinance in attachment B is requested. The following is the proposed schedule for adopting a new ordinance: Sept. 15 Summary of ordinance published Oct. 15 Effective date of ordinance City Council actions requested: 1. Second reading and adoption of the ordinance in attachment B 2. Adoption of the resolution in attachment C summary publication 7.5 Hello Planning Commission, City Council, Administration and Legal Counsel, I come before you to demonstrate and ask for a verbiage change on a code text amendment to allow the area where we park vehicles for sale to be expanded into the unused area of our property at 6048 & 6058 Lakeland Ave N. This has caused us a hardship since the new zoning ordinance change was adopted by the city in 2004. As a result of this ordinance change, our dealership has been (conditional noncompliant) and unable make any improvements or any changes to the property. As a business in good standing for over 32 years with an A+ rating with the BBB, given our complaints by neighbors are ZERO. Years ago when we got the approval from the city for auto sales, the past Mayor Betty Herbes said, “This was a perfect spot for a dealership and that is where they should be…along the highway.” When Hennepin County came in to enlarge HWY 81 (2012-2014) it disrupted our business significantly. As a result, we lost 2 egress roads to HWY 81 and it basically land locked us in. We also lost fifteen feet of retail property, which was our whole front row of vehicles which included our parking lot lights. The city would NOT let us expand to make it up, litigation was our path to rectify it. Thankfully John Sutter found a resolution, “if” we lessened the use which took away a parking space and brought it down to (37) parking spots. (30) Parking spaces actual retail - not nearly enough for a successful auto sales business. The ability to increase our parking area for more inventories is critical, we already have the space for this, and have been paying levy on this space. We are asking to make use of it. This will not impact the area in any negative way but will allow us to have more inventories for the clientele. We’ve been paying levy on the whole property (.9 acre) for 32 years and can only use 2/3 of it with no capability to expand. By sanctioning to us to employ the rest of our property and develop it will increase the property value along with revenue for the city. Thank you for allowing us to explain and demonstrate the challenges we have had since ordinance change in 2004. Our hope is that moving forward; we can get momentum and finally develop the property like our submitted plan in 1990 DBA: Premier Motors LLc. C.E.O Dan Pearson. 612-701-3355 Attachment A 7.5 CR205-30-816065.v1 CITY OF CRYSTAL ORDINANCE #2022-____ AN ORDINANCE MAKING VARIOUS AMENDMENTS TO CHAPTER V OF THE CRYSTAL CITY CODE The City of Crystal ordains: ARTICLE I. Chapter V of the Crystal city code is hereby amended as shown on the attached, which is incorporated in and made part of this ordinance, and in accordance with all the following: 1.Stricken material is deleted; 2.Underlined material is added; 3.Sections, subsections, subdivisions, and paragraphs shall be renumbered as needed to accommodate the deletions and additions; 4.Any other non-substantive corrections that may be needed to incorporate these changes into the Crystal city code shall be made. ARTICLE II. This ordinance is effective upon adoption and 30 days after publication. First Reading: August 16, 2022 Second Reading: __________, 2022 Council Adoption:_________, 2022 Publication: Effective Date: BY THE CITY COUNCIL Jim Adams, Mayor ATTEST: ____________________________ Christina Serres, City Clerk Attachment B 7.5 7 CR225-464-620540.v5 Section 505 Definitions Subd. 1. Abutting or adjacent. “Abutting” or “Adjacent” means the land, lot, or property adjoining the property in question along a lot line or separated only by an alley, easement or street. Subd. 2. Accessibility ramps. “Accessibility ramps” means ramps that provide access to buildings for the disabled. Subd. 3. Accessory dwelling unit. “Accessory dwelling unit” means a dwelling unit that is located on the same lot as a one family dwelling to which it is accessory to and subordinate in size. An accessory dwelling unit may be within or attached to the one family dwelling, or in a detached accessory building on the same lot. Subd. 4. Accessory structure. “Accessory structure” means a subordinate building or other subordinate structure, including but not limited to detached garages, sheds, gazebos, or swimming pools, the use of which is clearly subordinate or accessory to the principal use of the building or property. Subd. 5. Adult uses. “Adult uses” has the meaning given it from the Crystal city code, chapter XI. Subd. 6. Airport facilities. “Airport facilities” means the buildings and grounds of the Crystal Airport, including those areas used for the storage, fueling, and repair of aircraft. Subd. 7. Alley. “Alley” means a public right-of-way other than a street that affords provides a secondary means of access to abutting property. Subd. 8. Animal hospital or veterinary clinic. “Animal hospital or veterinary clinic” means any building or portion of a building where animals or pets are given medical or surgical treatment and are cared for at the time of such treatment, including facilities with offices and/or laboratories for operation and/or functioning of a research and development facility. Use as a kennel shall be limited to short time boarding and shall be incidental to such animal hospital use. Subd. 9. Antenna support structure. “Antenna support structure” means any building, athletic field lighting, water tower, or other structure other than a tower, which can be used for location of telecommunications facilities as an accessory, subordinate use. New structures built for the purpose of attaching telecommunications facilities are “towers” not “antenna support structures” for the purposes of this UDC. For example, if an athletic field light pole would be replaced by a taller pole to facilitate installation of an antenna, then the new pole would be classified as a “tower” not an “antenna support structure” even if lights would be mounted to it in a manner similar to the way they were mounted to the previous light pole. This term does not include wireless support structures, which are separately defined under this UDC. Subd. 10. Applicant. “Applicant” means, unless otherwise specified, an owner or agent for the owner, including a subdivider, developer, attorney, or similar representative who has filed an application for development or sign approval with the city. Subd. 11. Application. “Application” means the process by which the owner, or their agent, of a parcel of land within the city submits a written request for any type of development or sign approval. Subd. 12. Awning. “Awning” means a roof-like cover, often of fabric, plastic, metal, or glass designed and intended for protection from the weather or as a decorative embellishment, and which projects 7.5 11 CR225-464-620540.v5 considered dwellings and shall at no time be used as a dwelling, either temporarily or permanently. Tents may be used for recreational purposes. Subd. 50. Dwelling, multiple family. “Dwelling, multiple family” means a building designed with three or more dwellings exclusively for occupancy by three or more families living independently of each other. Subd. 51. Dwelling, one-family attached. “Dwelling, one-family attached” means a building, such as townhouses or row houses, containing dwellings in which: (a) Each dwelling is located on its own parcel; (b) Each dwelling is attached to another by party walls without openings; and (c) Each dwelling has primary ground floor access to the outside. Subd. 52. Dwelling, one-family detached. “Dwelling, one-family detached” means a residential building containing not more than one dwelling entirely surrounded by open space on the same lot. Subd. 53. Dwelling, two-family. “Dwelling, two-family” means a building designed exclusively for occupancy by two families living independently of each other and which is typically referred to as a double bungalow or duplex, where the entire building is located on a single lot. Subd. 54. Easement. “Easement” means a grant by a property owner to either the public or an individual for the use of the owner’s property for certain specified purposes (i.e., drives, utilities, etc.). Subd. 55. Equal degree of encroachment. “Equal degree of encroachment” means a method of determining the location of floodway boundaries so that floodplain lands on both sides of a stream are capable of conveying a proportionate share of flood flows. Subd. 56. Essential services. “Essential services” means underground or overhead gas, electrical, steam, or water transmission or distribution systems, collection, communication, supply, or disposal systems by public utilities, municipal or other governmental agencies. Subd. 57. Family. “Family” means one or more persons maintaining a common household and using common cooking facilities. Subd. 58. Farm fence. “Farm fence” means a fence as defined by Minnesota Statutes, section 344.02, subdivision 1(a)-(d). An open type fence of posts and wire is not considered to be a structure in the floodplain overlay district requirements. Fences that have the potential to obstruct flood flows, such as chain link fences and rigid walls, are regulated as structures under the floodplain overlay district provisions. Subd. 59. Filtration. “Filtration” means a process by which stormwater runoff is captured, temporarily stored, and routed through a filter bed to improve water quality and slow down stormwater runoff. Subd. 60. Findings of fact. “Findings of fact” means written findings embodied in a resolution, ordinance, or other document approved or adopted by the body making such findings. Subd. 61. Flag. “Flag” means any fabric or similar lightweight material attached at one end of the material, usually to a staff or pole, so as to allow movement of the material by atmospheric changes and which contains distinctive colors, patterns, symbols, emblems, insignia, or other symbolic devices. 7.5 14 CR225-464-620540.v5 development standards for loading spaces shall only apply to those areas of at least ten feet in width, 30 feet in length and having a vertical clearance of at least 14 feet. Subd. 90. Lot. “Lot” means land occupied or proposed to be occupied by a building and its accessory buildings, together with such open space as is required under the provisions of this UDC, having not less than the minimum area required by this UDC for a building site in the district in which such lot is situated and having its principal frontage on a street or a proposed street approved by the city council. Subd. 91. Lot coverage. “Lot coverage” means that portion of a lot that is covered by impervious surfaces. Figure 2: Illustration of lot configuration Subd. 92. Lot, corner. “Lot, corner” means a lot abutting on more than one street and situated at an intersection of streets (see figure 2). Subd. 93. Lot, interior. “Lot, interior” means a lot abutting on only one street (see figure 2). Subd. 94. Lot, through. “Lot, through” means a lot abutting on more than one street but not situated at an intersection of streets (see figure 2). Subd. 95. Lot, through corner. “Lot, through corner” means a lot abutting on more than one street and situated at more than one intersection of streets (see figure 2). Subd. 96. Lot area. “Lot area” means the area of a horizontal plane within the lot lines. Subd. 97. Lot depth. “Lot depth” means the shortest horizontal distance between the front lot line and the rear lot line measured from a 90-degree angle from the street right-of-way within the lot boundaries. Subd. 98. Lot line, front. “Lot line, front” means the boundary of a lot that abuts a public street. On a corner lot, it shall be the street-abutting lot line with the shortest dimension. If the property lines on both street frontages are of the same length, the property line to be used for front setback measurement shall be determined by the zoning administrator. On a through lot or through corner lot, the lot line for which the principal building is facing shall be the front lot line (see figure 3) the zoning administrator shall have authority to determine the front lot line. 7.5 15 CR225-464-620540.v5 Figure 3: Illustration showing yards for through lot Figure 3 would be revised as follows: Subd. 99. Lot line, rear. “Lot line, rear” means the lot line not intersecting a front lot line that is most distant from and most closely parallel to the front lot line. Subd. 100. Lot line, side. “Lot line, side” means any lot line that is not a front, rear or corner side lot line. Subd. 101. Lot line, corner side. “Lot line, corner side” means any street-abutting lot line that is not a front or rear lot line. Subd. 102. Lot of record. “Lot of record” means land designated as a separate and distinct parcel in a subdivision, the plat of which has been recorded in the office of the recorder of Hennepin County, Minnesota; or a parcel of land, the deed to which was recorded in the office of the recorder or registrar of titles of Hennepin County, Minnesota prior to the adoption of the ordinance codified in this UDC. 7.5 16 CR225-464-620540.v5 Subd. 103. Lot width. “Lot width” means the horizontal distance between side lot lines. In the case of irregularly shaped lots located on a cul-de-sac or curved street, or corner lots that are neither a square, rectangle, or parallelogram, lot width shall be measured at the required front and rear setback lines. Subd. 104. Lowest floor. “Lowest floor” means the lowest floor of the lowest enclosed area (including basement). An unfinished or flood resistant enclosure, used solely for parking of vehicles, building access, or storage in an area other than a basement area, is not considered a building’s lowest floor; provided, that such enclosure is not built so as to render the building in violation of the applicable non- elevation design requirements of 44 Code of Federal Regulations, Part 60.3. Subd. 105. Manufactured home. “Manufactured home” has the meaning given in Minnesota Statutes, section 327.31. The term “manufactured home” does not include the term “recreational vehicle.” Subd. 106. Marquee. “Marquee” means any permanent roof-like structure extending along or projecting beyond the wall of a building, generally designed and constructed to provide protection from the weather. Subd. 107. Mechanical equipment. “Mechanical equipment” means equipment, devices and accessories, the use of which relates to water supply, powering, heating, ventilating, air conditioning or similar purposes. Subd. 108. Medical clinics. “Medical clinics” means a building, or part of a building, where persons are cared for on an outpatient basis. Subd. 109. Mobile food unit. “Mobile food unit” has the meaning given it from the Crystal city code, chapter XIII. Subd. 110. Multiple tenant building. “Multiple tenant building” means any building which has more than one tenant, and where each tenant has a separate ground-level exterior public entrance. Subd. 111 New construction. “New construction” means structures, including additions and improvements, and placement of manufactured homes, for which the start of construction commenced on or after the effective date of the floodplain overlay district provisions. Subd. 112 Non-commercial speech. “Non-commercial speech” means dissemination of messages not classified as commercial speech which include, but are not limited to, messages concerning political, religious, social, ideological, public service and informational topics. Subd. 113. Non-conforming lot. “Non-conforming lot” means a lot of record or other parcel of land that does not comply with the lot area, width and depth requirements for any allowed use in the zoning district in which it is located. Subd. 114. Non-conforming structure. “Non-conforming structure” means any structure permitted prior to the effective date of this UDC, which would not conform to the applicable regulations if the structure were to be erected under the provisions of this UDC. Subd115. Non-conforming use. “Non-conforming use” means a lawful use of land that does not comply with the use regulations for its zoning district but which complied with applicable regulations at the time the use was established. Subd. 116. Obstruction. “Obstruction” means any, wall, embankment, pile, abutment, projection, excavation, channel modification, culvert, building, wire, fence, stockpile, refuse, fill, structure, or matter in, along, across, or projecting into any channel, watercourse, or regulatory floodplain which may impede, 7.5 19 CR225-464-620540.v5 Subd. 142. Retention facility. “Retention facility” means a permanent natural or man-made structure that provides for the storage of stormwater runoff by means of a permanent pool of water. Subd. 143. Seasonal agricultural sales. “Seasonal agricultural sales” means the outdoor sale of goods or products obtained primarily through farming or agricultural activities, including, but not limited to: pumpkins; grain and seed crops; fruits and vegetables; nursery, floral, ornamental, and greenhouse products; and Christmas trees. Subd. 144. Schools, elementary or secondary. “Schools, elementary or secondary” means buildings used to teach students that includes elementary schools, middle schools or high schools. Subd. 145. Schools, nursery or preschool. “Schools, nursery or preschool” means a school or facility providing general daytime care and/or instruction for children six years of age or younger which conducts no instructional programs certified by the state department of education as meeting the minimum educational requirements for compulsory-age children. Subd. 146. Schools, trade or business. “Schools, trade or business” means a school operated for profit, which teaches business, professional, or technical trades or skills, or a school not otherwise included within the provisions of this UDC. Subd. 147. Self-storage facilities. “Self-storage facilities” means a building or group of buildings having compartments, rooms, spaces, containers, or other types of units that are individually leased, rented, sold or otherwise contracted for by customers for the storage of personal or business goods or property, and where the facility owner/operator has limited access to such privately-rented units. For the purposes of this UDC, the term self-storage facilities shall be considered synonymous with the term mini-storage. Subd. 148. Senior housing. “Senior housing” means a multiple family dwelling building or group of buildings in which each dwelling is occupied by at least one person age 55 or older. This does not include institutions such as specialized care facilities. Subd. 149. Setback. “Setback” means the minimum required horizontal distance between a structure and a lot line, as measured perpendicular to the lot line. Setback standards provide open areas around structures for visibility and traffic safety, access to and around structures, access to natural light, ventilation and direct sunlight, separation between potentially conflicting activities, and space for privacy, landscaping, and recreation. Figure 4: Illustration showing typical setbacks for a one-family dwelling Subd. 150. Setback, front. “Setback, front” means the minimum required horizontal distance between a structure and the front lot line (see figure 4). 7.5 21 CR225-464-620540.v5 (g) Electronic or electrically-controlled readerboard. “Electronic or electrically-controlled readerboard sign” means a sign, or section thereof, which has a constant light illumination level and messages which are changed by electronic processes or remote control. (h) Electric sign. “Electric sign” means a sign containing electrical wiring; the term does not include signs illuminated by an exterior light source. (i) Flashing sign. “Flashing sign” means a directly or indirectly illuminated sign which exhibits changing light or color effects by any means, so as to provide intermittent illumination which includes the illusion of intermittent flashing light by means of animation. Also any mode of lighting which resembles zooming, twinkling, or sparkling. (j) Freestanding sign. “Freestanding sign” means any sign which has supporting framework that is placed on, or anchored in, the ground and which is independent from any building or other structure. For the purposes of this UDC, a monument sign is not a freestanding sign. (k) Governmental sign. “Governmental sign” means any temporary or permanent sign erected and maintained by the City, County, State, or federal government, or a public utility. (l) Illuminated sign. “Illuminated sign” means any sign which contains an element designed to emanate artificial light internally or externally. (m) Marquee sign. “Marquee sign” means any building sign painted, mounted, constructed or attached in any manner, on a marquee. (n) Monument sign. “Monument sign” means any sign with its sign face mounted on the ground or mounted on a base at least as wide as the sign. (o) Nonconforming sign. “Nonconforming sign” means any sign and its support structure lawfully erected prior to the effective date of this UDC which fails to conform to the requirements of this UDC. A sign which was erected in accordance with a variance granted prior to the adoption of this UDC and which does not comply with this UDC shall be deemed to be a legal nonconforming sign. A sign which was unlawfully erected shall be deemed to be an illegal sign. (p) Off-premise sign. “Off-premise sign” means a commercial speech sign which directs the attention of the public to a business, activity conducted, or product sold or offered at a location not located on the same premises where such business sign is located. For the purposes of this UDC: (1) A freestanding, monument of or pylon sign shared by adjacent property owners shall not be considered an off-premise sign. (2) Easements and other appurtenances shall be considered to be outside such platted parcel of land and any sign located or proposed to be located in an easement or other appurtenance shall be considered an off-premise sign. (q) On-premise sign. “On-premise sign” means a sign that pertains to the use of the premises or the property on which it is located. (r) Pole sign. “Pole sign” means a sign which has the same meaning as pylon sign (see definition). 7.5 23 CR225-464-620540.v5 (cc) Wall sign. “Wall sign” means any building sign attached parallel to, but within two feet of a wall, painted on the wall surface of, or erected and confined within the limits of an outside wall of any building or structure, which is supported by such wall or building, and which displays only one sign surface. A wall sign is also a sign installed on the face of a canopy or marquee, but not extending beyond the face. Subd. 158. Small wireless facility. “Small wireless facility” has the meaning given in Minnesota Statutes, section 237.162, subdivision 11. Subd. 159. Special flood hazard area. “Special flood hazard area” means a term used for flood insurance purposes synonymous with “One hundred year floodplain.” Subd. 160. Specialized care facilities. “Specialized care facilities” means any facility where the primary function is the provision, on a continuing basis, of nursing services and health-related services for treatment and in-patient care, such as nursing homes, assisted living facilities, memory care facilities, housing with services establishments, and hospices. This does not include senior housing or the residence of any individual who cares for another family member. Subd. 161. Start of construction. “Start of construction” means in relation to the floodplain overlay district, start of construction includes substantial improvement, and means the actual start of construction, repair, reconstruction, rehabilitation, addition, placement, or other improvement that occurred before the permit’s expiration date. The actual start is either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a foundation. Permanent construction does not include: land preparation, such as clearing, grading and filling; nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, foundations, or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main building. For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building. Subd. 162. Stealth. “Stealth” means any telecommunications facility which is designed to blend into the surrounding environment. Examples of stealth facilities include architecturally screened roof- mounted antennas, antennas integrated into architectural elements, and telecommunications towers designed to look other than a tower such as light poles, power poles, and trees. Subd. 163. Street. “Street” means a public right-of-way greater than 30 feet in width platted or dedicated for the purpose of accommodating vehicular traffic or providing principal access to abutting property. An alley is not a street. Subd. 164. Structure. “Structure” means anything constructed or erected on or connected to the ground, whether temporary or permanent in character. Subd. 165. Subdivision. “Subdivision” means as a verb, the term means the process of separating a parcel of land for the purpose of building or conveyance into two or more lots, including the division of previously subdivided property. As a noun, the term means the product resulting from the separation of a parcel into two or more parcels. The term also includes the activity regulated by Minnesota Statutes, chapters 515, 515A, and 515B. Subd. 166. Substantial damage. “Substantial damage” means in relation to the floodplain overlay district damage of any origin sustained by a structure where the cost of restoring the structure to it’s before- 7.5 32 CR225-464-620540.v5 Table 1: Development Review Procedures Type 1 Zoning Administrator Type 2 Planning Commission and Council Type 3 City Council Decision Recommend & Decision Decision Zoning Certificate X Site Plan Review X [1] X [1] Conditional Use Permit X Adjacent Parcel Land Conveyance X Lot Consolidation X Subd.– Prelim. Plat X Subd. – Final Plat X Comp Plan Amendment X Rezoning or Text Amend. X Variance X Appeals X Note: 1. A site plan review application is subject to either a Type 1 or Type 2 review, dependent upon the criteria in the Crystal city code, subsection 510.13. Subd. 3. Review procedures. (a) Type 1 review procedure. Type 1 review procedure decisions are made by the zoning administrator without public notice and without a public hearing. (1) Application submittal. The applicant shall submit a complete application to the zoning administrator in accordance with the Crystal city code, subsection 510.09. (2) Action by the zoning administrator. The zoning administrator may consult with other city staff on the application and shall render a decision to approve or deny an application in accordance with the timelines contained in this UDC. The zoning administrator shall provide a written decision on the application, delivered to the applicant. The decision shall be final on the date it is mailed or otherwise provided to the applicant, whichever occurs first. 7.5 36 CR225-464-620540.v5 (b) If landscaping is required as part of the zoning certificate approval, and the applicant is not able to install the landscaping prior to or concurrent with the issuance of the certificate of occupancy, the applicant shall submit a cash escrow to secure the completion of the landscaping. Subd. 5. Expiration. (a) A zoning certificate shall become void after one year from the date of issuance approval unless the applicant has applied for if a building permit that is subsequently has not been issued. (b) The zoning administrator may approve one extension of not more than one year. 510.17. Site plan review. Subd. 1. Applicability. No building or other structure shall be erected, constructed, re-constructed, enlarged, or structurally altered, nor shall any land be used, excavated or improved until a site plan is approved. Subd. 2. Approval procedure. A site plan review application shall be submitted to the zoning administrator in accordance with the application criteria of this UDC. If an applicant is submitting a conditional use permit application as provided in the Crystal city code, subsection 510.19, the conditional use permit and site plan review application shall be reviewed concurrently without the need for an additional application fee. (a) Site plans for the following construction requires approval of a zoning certificate review subject to a Type 1 review procedure as established in this UDC: (1) Additions to multiple-family dwellings or nonresidential buildings of less than 50 percent of the building footprint. (2) Industrial or commercial uses with outdoor storage of parts, products or fuels. (3) Telecommunication towers in the industrial district. (4) Replacement of a multiple family dwelling or nonresidential building on the same footprint and with the same height with no other site changes requested. (b) Site plans for the following construction requires approval through a Type 2 review procedure as established in this UDC: (1) New multiple-family dwellings of three units or more; (2) New nonresidential structures; (3) Additions to multiple-family dwellings or nonresidential structures of greater than 50 percent of the building footprint; (4) New parking ramps or structures. (c) Approval criteria. No site plan review application shall be approved unless it meets the following criteria: (1) It fully complies with all applicable requirements of this UDC; 7.5 37 CR225-464-620540.v5 (2) It adequately protects residential uses from the potential adverse effects of a non-residential use; (3) It is consistent with the use and character of surrounding properties; and (4) It provides safe conditions for pedestrians or motorists and prevents the dangerous arrangement of pedestrian and vehicular ways. (d) Amendments to approved site plans approved through a Type 2 procedure. (1) After a site plan has been approved through a Type 2 procedure, the applicant may request approval of adjustments or rearrangements of buildings in the course of carrying out the plan. If the amendment involves changes to 10 percent or less of the original floor area, not to exceed 500 square feet, the zoning administrator may approve the amendment after a Type 1 review procedure. Such amendment shall be in full compliance with the requirements of this UDC. If the amendment involves changes greater than 10 percent of the original floor area or exceeds 500 square feet, the amendment will be subject to a Type 2 review procedure. (2) The zoning administrator may also review and approve adjustments or rearrangements of items other than buildings, such as drives, parking areas, recreation areas, entrances, heights, yards, signage, landscaping, exterior lighting, surface water management plans, or similar modifications subject to a Type 1 review procedure. Such amendment shall be in full compliance with the requirements of this UDC. (e) Effect of city council decision of site plans approved through a Type 2 procedure. (1) Site plan approval shall expire one year from the date of approval unless the applicant has applied for and received a building permit that is subsequently issued. (2) The applicant may request an extension of the expiration date in writing to the zoning administrator. The city council may approve one extension of not more than one year. Such written request shall include the following: (i) An explanation of what, if any, good faith efforts have been made to complete the site plan process; and (ii) The anticipated completion date. (3) If required as a condition of approval of the site plan, the applicant shall sign a site improvement agreement with the city prior to the expiration date to guarantee completion of landscaping, stormwater management improvements, paved parking or pedestrian access areas, or similar improvements. A cash escrow deposit, or other form of security acceptable to the city, shall be submitted with the signed agreement before site improvements commence to secure the completion of the improvements. Upon completion of the work and acceptance by the city, the escrow deposit shall be released, except that the city may retain some of the deposit to ensure that the landscaping is succeeding one year after completion of the improvements. This may be extended by the zoning administrator to two years for native vegetation and for plantings in stormwater infiltration basins. In cases where various elements of the work are completed in stages, a request for partial release of the escrow may be approved by the zoning administrator. In the event construction of the project is not completed within the time prescribed by building permits or other approvals, the city may, at its option, complete the work using the escrow. 7.5 39 CR225-464-620540.v5 a conditional use permit amendment, unless specifically required as a condition of the conditional use permit approval. Subd. 7. Effect of city council decision. (a) A conditional use permit shall authorize a particular conditional use on a specific parcel for which it was approved. A change of use from one permitted conditional use to another shall require a new application and approval pursuant to this section. (b) If a site plan was approved as part of the conditional use permit, the permit shall expire one year from the date of approval unless the applicant has applied for and received a building permit that is subsequently issued. The applicant may request an extension of the expiration date in writing to the zoning administrator. The city council may approve one extension of not more than one year. Such written request shall include the following: (1) An explanation of what, if any, good faith efforts have been made to complete the site plan process; and (2) The anticipated completion date. (c) An approved conditional use may continue in operation, regardless of ownership or ownership changes, provided the use meets all the standards and conditions of approval. (d) If required as a condition of approval of the site plan for the conditional use permit, the applicant shall sign a site improvement agreement with the city prior to the expiration date to secure the completion of landscaping, stormwater management improvements, paved parking or pedestrian access areas, or similar improvements. A cash escrow deposit, or other form of security acceptable to the city, shall be submitted with the signed agreement before site improvements commence. Upon completion of the work and acceptance by the city, the escrow deposit shall be released except that the city may retain some of the deposit to ensure that the landscaping is succeeding one year after completion of the improvements. This may be extended by the zoning administrator to two years for native vegetation and for plantings in stormwater infiltration basins. In cases where various elements of the work are completed in stages, a request for partial release of the escrow may be approved by the zoning administrator. In the event construction of the project is not completed within the time prescribed by building permits or other approvals, the city may, at its option, complete the work using the escrow. 510.21. Adjacent parcel land conveyance. Subd. 1. Purpose. The purpose of the procedure is to allow for the adjustment of lot lines which are the result of a conveyance of small, non-buildable areas of land from one lot to an adjacent lot without creating any new nonconformities and where such minor changes do not call for the submission and approval of a subdivision plat. Any such adjustments which are approved pursuant to this subsection shall be exempt from both the lot consolidation provisions of the Crystal city code, subsection 510.23 and the provisions applicable to subdivisions in the Crystal city code, subsection 510.25. Subd. 2. Applicability. An adjacent parcel land conveyance occurs when a portion of a lot is conveyed to an adjacent lot resulting in an adjustment to the lot line. Subd. 3. Approval procedure. An adjacent parcel land conveyance shall be subject to the Type 1 review procedure. 7.5 40 CR225-464-620540.v5 Subd. 4. Approval criteria. All of the following criteria shall be considered and met in the review of adjacent parcel land conveyance: (a) The land conveyance will not create any new nonconformities beyond those that existed prior to the application and which will not be corrected by the adjustment; (b) The land conveyance is in compliance with the requirements of this UDC; and (c) The parcel being conveyed shall not be a buildable parcel according to the dimensional requirements of the zoning district in which the parcel is located. (d) The applicant is not required to comply with the park dedication requirements as provided for in the Crystal city code, subsection 525.05 for a subdivision. Subd 5. Deed consolidation. Upon approval of any adjacent parcel land conveyance pursuant to the terms of this section, the applicant shall record with the County Recorder or Registrar of Titles an updated deed which combines the legal descriptions for the original lot and that part of the adjacent parcel which has been conveyed to the applicant pursuant to this section. The applicant shall provide the city with evidence of the recording of such instrument within one year of approval of such application hereunder, or the zoning administrator’s approval of the adjacent parcel land conveyance shall be automatically revoked. 510.23. Lot consolidation. Subd. 1. Applicability. A lot consolidation shall meet the following requirements. If these requirements are not met, the property owner will be required to apply for a subdivision application as provided in the Crystal city code, subsection 510.25. (a) All parcels resulting from the lot consolidation shall have frontage and access on an existing improved street and shall not require the construction of any new street. (b) Any such consolidation shall not require any public improvements, with the exception of sidewalks, bike paths or trails, and does not include conveyance of an interest in real property to the city. Subd. 2. Approval procedure. (a) Lot consolidations shall be submitted in writing to the zoning administrator and shall be subject to the Type 3 review procedure. The city council will consider approval of a final plat as part of that review procedure. (b) In addition to the review procedure set forth above, all lot consolidation applications shall be submitted to the state and county highway departments (if adjacent to a state or county highway) prior to submission of an application. A comment letter from these entities shall be required as part of the application. Subd. 3. Approval criteria. All of the following criteria shall be considered in the review of lot consolidations: (a) The consolidation must be in general compliance with the comprehensive plan; (b) The consolidation must meet the purpose and intent of this UDC; (c) Unless prior or concurrent approval of a variance is granted, any such consolidation shall result in lots that, to the greatest extent possible, meet the dimensional requirements for the zoning 7.5 48 CR225-464-620540.v5 (a) Purpose. The purpose of the R-3 High density residential district is to provide for multiple family buildings and directly related, complimentary uses, together with limited commercial uses as provided herein. In accordance with the comprehensive plan, densities are to be no less than 16 and no more than 40 dwellings per gross acre. As part of the approval process for a particular development, the city council may set the maximum density at a specific figure within the range established by the comprehensive plan, depending on the character of the surrounding area and the potential for negative impacts on the community. (b) Site development standards. Such standards shall be those provided in the Crystal city code, subsection 520.03 for the site development standards that apply to the R3 district. (c) Other development standards. In addition to the standards established for the R3 district in this section, all development shall be subject to all other applicable standards as provided in the Crystal city code, section 520. Subd. 4. C Commercial district. (a) Purpose. The purpose of the C-Commercial district is to provide for commercial and service activities which draw from and serve customers from the entire community. Motor vehicle- oriented uses shall be limited to certain designated corridors. Regulations shall protect those residential uses near commercial uses from negative impacts. (b) Site development standards. Such standards shall be those provided in the Crystal city code, subsection 520.03 for the site development standards that apply to the Commercial district. (c) Other development standards. In addition to the standards established for the Commercial district in this section, all development shall be subject to all other applicable standards as provided in the Crystal city code, section 520. Subd. 5. Town Center Core District (a) Purpose. The purpose of the TC – Town Center Core district is to accommodate walkable, mixed-use development enhancing the public realm such as parks and streets. Shops mix with multiple-family dwellings and employment, buildings frame the street and face Becker Park, and local multi-modal streets balance the needs of all users. (b) Applicability. Existing nonconformities may continue or redevelop as allowed by the Crystal city code, subsection 515.29. Notwithstanding those regulations, it is the city’s desire that redevelopment of properties within the TC district adhere to the planned land use designations of the comprehensive plan and to the requirements of this subsection. The requirements of subsections (d) and (e) of this subdivision are only applicable to new buildings constructed after the effective date of this UDC. (b) Uses. Principal permitted uses are shown in Table 3 of the Crystal city code, subsection 515.17. Multiple principal uses within a single parcel or building are permitted in the TC district. (c) Densities. Residential densities are as shown in Table 7 of the Crystal city code, subsection 520.03. (d) Site development standards. In addition to the following standards established for the TC district, all development shall be subject to applicable standards as provided in Crystal city code, section 520. The TC district also includes specific standards for building placement, height, and facades in order to encourage development that enhances walkability and the 7.5 50 CR225-464-620540.v5 Figure 7: Illustration of required building street frontages (2) Building height. Maximum building height requirements are shown in Crystal city code, subsection 520.03. (i) The following are additional height requirements. (a) Story height. Stories above the ground floor are limited to 12 feet in height. Stories are measured from finished floor to finished ceiling. (b) Ground floor height. If the ground floor has a non-residential use, the Ground ground floor height shall be no less than 12 feet in height, but not more than 20 feet. Ground floor height above 20 feet counts as an additional story. (c) Shadow effects study. If a proposed building is located within 75 feet of the property line of a residential use, the applicant shall submit a shadow effect study to determine any negative shadow impacts to those uses. If negative impacts are determined, the city may require design techniques to mitigate the impacts, such as reducing the height of the building, relocating or reorienting the building within the site, reducing building mass, or stepping-back a portion of the building. (d) Proximity to Crystal Airport. Buildings shall comply with Crystal city code, subsection 520.01, subdivision 5(c) for construction near the Crystal Airport. (ii) Exceed height limitations. The city may, in its discretion, allow buildings to be constructed to a height of eight stories or 100 feet, whichever is less, upon consideration of the following factors. (a) Shadow effects. Shadow effects from the taller building will not have significant negative impacts on neighboring properties. A shadow effects study may be required by the city to document these impacts. (b) Building massing. The dimensions of the taller building are not disproportionately larger than neighboring buildings. 7.5 51 CR225-464-620540.v5 (c) Views. The taller building will not have significant negative impacts to the views of Becker Park by neighboring properties. (3) Building facades. Building facades shall meet the following requirements. (i) Building articulation. Buildings exceeding 50 feet in width along a street shall incorporate articulation in street-facing facades to break down the scale of large buildings and create visual interest. Techniques to incorporate articulation include stepping back or extending forward a portion of the façade, using different textures or contrasting but compatible materials, dividing the building into storefronts with separate display windows and entrances, use of awnings, balconies, or similar ornamental features, or varying the roofline to reinforce the articulation of the primary façade (see Figure 8). Figure 8: Illustration of techniques used to break down the scale of large buildings (ii) Facades facing Becker Park. For those buildings having facades facing Becker Park, the façade facing the park shall be of similar or compatible quality, design and materials as the primary building façade. (iii) Façade glazing. Façade glazing for buildings at the street frontages shall meet the following minimum requirements. (a) Minimum area requirements. If The the first ground floor has a non-residential use, that floor shall have a minimum glazing of 50 percent and upper floors shall have a minimum glazing of 30 percent. If the building does not have a non- residential use, all floors shall have a minimum glazing of 30 percent. (b) Tinted and reflective glass are prohibited. (c) At least 30 percent of the façade glazing area shall remain free of signage or other opaque materials. (iv) Prohibited. Satellite dishes and heating, ventilation, and air conditioning equipment (HVAC), except for wall vents, are not permitted on the primary building façade. (v) Building entries. 7.5 52 CR225-464-620540.v5 (a) Primary building entry. A functioning primary building entry shall be provided on the primary building façade. This entry shall be clearly defined by means of a canopy, portico, recess, or similar architectural elements (see Figure 9). Figure 9: Illustration of clearly defined building entries (b) Secondary building entry. A functioning secondary building entry shall be provided on the primary building façade for buildings exceeding 60 feet in width. (4) New street or pedestrian locations. To create better connected streets when redevelopment occurs in the TC district, new streets or pedestrian connections shall be constructed in the locations shown in Figure 10. If the street is not a public street, a mutual access agreement will be required by the city to ensure public access in the same manner as a public street. The city will consider alternate street locations that achieve this intent. Figure 10: Location of new street or pedestrian connections in the TC district Subd. 6. I Industrial District. 7.5 71 CR225-464-620540.v5 (c) Building design. All new buildings within the TC-PD district shall adhere to the TC district site development standards for building placement, height and facades in the Crystal city code, subsection 515.05, subdivision 5. (d) Parking. The development shall provide parking according to the requirements in the Crystal city code, subsection 520.15, subdivision 6. If the applicant desires to alter the number of required parking spaces through the TC-PD approval process, the following information shall be submitted: (1) Number of customers, patients, visitors, residents, or other patrons of the proposed use. Information shall also be included detailing the expected parking behavior of these people (i.e., how long a customer may be at the facility); (2) Number of full-time and part-time employees; (3) Number and approximate timing of deliveries; and (4) Such other information as may be requested by the city to determine that sufficient parking is provided for the proposed use. (e) Minimum green space. The minimum green space requirement in the TC-PD district is the same as the TC district. (f) New street or pedestrian locations. To create better connected streets when redevelopment occurs in the TC-PD district, new streets or pedestrian connections shall be constructed in the locations shown in Figure 11. If the street is not a public street, a mutual access agreement will be required by the city to ensure public access in the same manner as a public street. The city will consider alternate street locations that achieve this intent. Figure 11: Location of new street or pedestrian connections in the TC-PD district 7.5 74 CR225-464-620540.v5 Table 3: Permitted Principal Uses Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Use-Specific Standards in Section: R-1 R-2 R-3 C TC I AP Dwellings, Multiple Family - P P - P - - 515.19, subdivision 2 (b) Dwelling, One-Family, Attached - P P - - - - 515.19, subdivision 2 (c) Dwelling, One-Family, Detached P P - - - - - 515.19, subdivision 2 (d) Dwellings, Two-Family P P P - - - - Group Living Use Category Specialized Care Facilities (1-6 persons) [1] P P P P - _ - 515.19, subdivision 3 (a) Specialized Care Facilities (7 or more persons) [1] - C C P - - - 515.19, subdivision 3 (a) Commercial Use Category Airport Facilities - - - - - - P 515.19, subdivision 4 (a) Animal Hospital/Veterinary Clinics [1] - - - P P P - 515.19, subdivision 4 (b) Banks or Financial Institutions - - - P P - - Banquet Halls or Event Centers - - - C - C - Brewer Taprooms, Brewpubs or Microdistillery - - - P P P - 1200 Clubs or Lodges - - - P P P - Convenience Stores - - - P P - - Day Care Facilities, Adult C C C P _ P - 515.19, subdivision 4 (c) Day Care Facilities, Group Family P P P - - - - Funeral Homes - - - P - - - Greenhouses, Garden and Landscaping Sales and Service - - - P - P - Hotel, Motel, Extended Stay Establishments - - - P P P - 515.19, subdivision 4 (d) 7.5 75 CR225-464-620540.v5 Table 3: Permitted Principal Uses Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Use-Specific Standards in Section: R-1 R-2 R-3 C TC I AP Kennels, Commercial [2] - - - P - P - 515.19, subdivision 4 (e) Offices, Professional - C C P P P P 515.19, subdivision 4 (f) Parking Ramps or Structures - - - P P P P 515.19, subdivision 4 (g) Personal Services [3] - C C P P P 515.19, subdivision 4 (h) Restaurants or Eating Establishments [4] - C C P P P - 515.19, subdivision 4 (i) Retail Establishments [5] - C C P P P - 515.19, subdivision 4 (ji) Theater, Indoor - - - P P - - Vehicle Repair - - - C - P - 515.19, subdivision 4 (kj) Vehicle, Boat or Recreational Sales or Rental - - - P - P - 515.19, subdivision 4 (lk) Vehicle Fuel Sales - - - P - - - 515.19, subdivision 4 (ml) Vehicle Wash or Detailing - - - C - C - 515.19, subdivision 4 (nm) Industrial, Manufacturing, Research and Wholesale Use Category Building Materials Sales - - - - - P - Bulk Storage of Liquids - - - P - P P 515.19, subdivision 5 (a) Industrial Uses (Indoors) - - - - - P - Industrial Or Commercial Uses with Outdoor Storage of Parts, Products, or Fuels - - - - - P - 515.19, subdivision 5 (b) Self Storage Facilities - - - - - P - Warehouse - - - - - P P Vehicle Impound Lot - - - - - C - 515.19, subdivision 5 (c) Public Facilities, Telecommunication and Utilities Use Category Essential Services P P P P P P P Public utility buildings C C C C - C P 515.19, subdivision 6 (a) 7.5 77 CR225-464-620540.v5 (a) This subsection provides site planning, development and/or operating standards for certain land uses that are permitted or conditionally permitted in Table 3. (b) The land uses and activities covered by this subsection shall comply with the applicable standards for the specific use in all districts unless otherwise specified, in addition to all other applicable provisions of this UDC. Subd. 2. Residential use category. (a) Bed and breakfast establishments. Bed and breakfast establishments are subject to the following standards: (1) The owner shall reside on the property; (2) The property abuts and the building faces an arterial or major collector street; (3) The establishment shall comply with the city’s liquor license regulations in the Crystal city code, chapter XII, as well as state health and building codes; (4) Signage is limited to one sign that indicates the name of and contact information for the bed and breakfast establishment but no other material. There may be one such sign not to exceed four square feet in area, not to exceed five feet in height if free standing, and not to be lighted unless the lighting will not negatively impact adjacent properties; and (5) No external vending machines shall be allowed. (b) Dwellings, multiple-family. Buildings shall be oriented so that the primary entrance faces the street from which the building is addressed, Except except for the TC and TC-PD districts which have separate requirements., buildings shall be oriented so that the primary entrance faces the street from which the building is addressed. Buildings shall also meet the following additional standard: (1) When a primary entry door is not visible from the public street, signage shall be installed facing the public street to provide direction to that unit(s). (c) One-family attached dwellings. One-family attached dwellings are subject to the following standards: (1) Collective maintenance of building exteriors, driveways, landscaping, and common areas for one-family attached dwellings is required; and (2) In the TC-PD district, one-family attached dwellings shall be constructed in the form of rowhouses or townhouses (see Figure 12). This building form shall consist of at least three dwelling units placed side by side where each unit has a separate entrance. 7.5 80 CR225-464-620540.v5 (h) Personal Services. Within the TC district, space for personal services is limited to 15,000 gross square feet per floor. Additional square footage may be allowed with a conditional use permit, not to exceed a building footprint of 20,000 square feet. (i) Restaurants or eating establishments. On-sale liquor, wine or beer is allowed, but shall occupy no more than 30% of the total floor area of the establishment. This limit may be exceeded with a conditional use permit provided that the facility is served by arterial, collector or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility (j)(i) Retail establishments. Retail establishments are subject to the following standards: (1) Repair is allowed for a retail establishment, but a conditional use permit is required if the repair is done outdoors. The applicant shall demonstrate that such outdoor repair will not negatively impact neighboring properties; (2) Within the TC district, retail space is limited to 15,000 gross square feet per floor. Additional square footage may be allowed with a conditional use permit, not to exceed a building footprint of 20,000 square feet; (3) Within the Commercial district, retail establishments may have up to 50% of the gross floor area as storage or warehouse space; and (4) Within the Industrial district, retail establishments are limited to 50% of the gross floor area of the principal use. (k)(j) Vehicle repair. Vehicle repair is subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (ii) West Broadway between Corvallis Avenue and 56th Avenue North; or (iii) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; and (2) There is no outdoor parking or storage of vehicles that are to be worked on, are being worked on, or have been worked on. (l)(k) Vehicle, boat, or recreational sales or rental. Vehicle, boat, or recreational sales or rental is subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (i)(ii) Lakeland Avenue between Lombardy Lane and the north lot line of Lot 1, Block 1, Storm’s 1st Addition, said distance approximately 368 feet; (ii)(iii) West Broadway between Corvallis Avenue and 56th Avenue North; or 7.5 81 CR225-464-620540.v5 (iii)(iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; (2) There is no outdoor parking or storage of inoperable, unlicensed, abandoned or junk vehicles; and (3) No vehicle or equipment shall exceed 32 feet in length. (m)(l) Vehicle fuel sales. Vehicle fuel sales are subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Douglas Drive between 27th Avenue North and a point 660 feet north of 27th Avenue North; (ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (iii) West Broadway between Corvallis Avenue and 56th Avenue North; or (iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; or (v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline of Regent Avenue North; (2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic in the public right-of-way; and (3) If the property is adjacent to one or two residential family dwellings, the vehicle fuel sales businesses shall be closed between the hours of midnight and 5 a.m. (n)(m) Vehicle wash or detailing. Vehicle wash or detailing establishments are subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Douglas Drive between 27th Avenue North and a point 660 feet north of 27th Avenue North; (ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (iii) West Broadway between Corvallis Avenue and 56th Avenue North; (iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; or (v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline of Regent Avenue North; and (2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic in the public right-of-way. 7.5 90 CR225-464-620540.v5 (2) The facility is served by arterial, collector or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility. (e) Schools, nursery or preschool. Nursery schools, and preschools are subject to the following standards: (1) Side setbacks shall be double that required for the district, except that this requirement does not apply in the C or I zoning districts; and (2) The facility is served by arterial, collector or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility. (f) Schools, trade or business. The facility is served by arterial, collector or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility. 515.21. Permitted accessory uses and structures. Subd. 1. Purpose. This subsection authorizes accessory uses and structures that are incidental and customarily subordinate to principal uses. The intent of this subsection is to allow accessory uses while not creating adverse impacts on surrounding lands. Subd. 2. General provisions. (a) Table 4 lists the accessory uses allowed within all zoning districts except for the overlay zoning districts. Except for the TC-PD district which has separate requirements, the uses permitted in the overlay districts shall be controlled by the underlying base zoning district. (b) Small accessory uses such as arbors, benches, doghouses, play sets, garden decorations, pergolas, and firewood cribs are exempt from the provisions of this subsection, but cannot be located in public rights-of-way. (c) Tents, play houses, or similar structures shall not be used as temporary or permanent dwelling units, but may be used for recreational purposes. (d) Any accessory structure used for the parking or storage of motor vehicles, such as a garage or carport, shall have a floor constructed of poured concrete in accordance with standards approved by the city engineer and building official. (e)(d) Accessory structures shall only be constructed concurrent with or after the construction of the principal building on the same site. (f)(e) Uses and structures that are accessory to a conditional principal use shall be permitted in accordance with this subsection, without requiring a conditional use permit amendment, unless specifically required as a condition of the conditional use permit approval. Subd. 3. Explanation of table of permitted uses. (a) Symbols in table. The symbols used in Table 4 are defined as follows: (1) Permitted uses (P). A “P” in a cell indicates that a use type or structure is allowed by-right in the respective zoning district subject to compliance with the use-specific standards set forth in the final “use-specific standards” column of Table 4. Permitted uses are subject to all other applicable standards of this UDC; 7.5 93 CR225-464-620540.v5 515.23. Use-specific standards for accessory uses and structures. Subd. 1. Purpose and applicability. (a) This subsection provides site planning and/or operating standards for certain land uses or structures that are permitted or conditionally permitted in Table 4. (b) The land uses and structures covered by this subsection shall comply with the applicable standards for the specific use in all districts unless otherwise specified, in addition to all other applicable provisions of this UDC. Subd. 2. Accessory uses. (a) Assembly or gathering space. Adequate parking shall be provided for both the assembly or gathering space and the principal use on the property. (b) Drive-through facilities. Drive-through facilities are subject to the following standards: (1) The establishment is served by arterial, collector, or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility. The city council may require the applicant to provide a traffic study prepared by a professional engineer for the proposed use, and may base its findings of fact on said study Table 4: Permitted Accessory Uses and Structures Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Zoning Certificate Required Use-Specific Standards in Subsection: R-1 R-2 R-3 C TC I AP Solar energy systems P P P P P P P No 515.23, subdivision 3(n) Swimming pools, hot tubs, and spas P P P P P - - No 515.23, subdivision 3(o) Television and radio antennae P P P P P P P No 515.23, subdivision 3(p) Tennis and other recreational courts P P P - - - - No 515.23, subdivision 3(q) Treehouses P P - - - - - No 515.23, subdivision 3(r) Waste container enclosures P P P P P P P No 520.13, subd. 4 (a) Workshops P P - - - - - No 515.23, subdivision 3(s) Notes: 1. A zoning certificate is only required for commercial storage buildings in the Industrial and Airport zoning districts. 2. Fences are not allowed in the TC district. 3. Parking lots are not allowed for one or two family dwellings. Loading spaces are not allowed in residential districts or the TC district. 7.5 97 CR225-464-620540.v5 (5) The architectural style is compatible with the principal building and surrounding land uses. Exterior building design and materials shall comply with the provisions as provided in the Crystal city code, subsection 520.05; and (6) The use will not conflict with the character of development intended for the zoning district. (g) Fuel pumps, private use. Private fuel pumps for use by commercial businesses are allowed, provided that the current business, or its successor business, only uses the fuel pumps for its vehicles and equipment and does not allow them to be used by the general public. For the purposes of this UDC, private fuel pumps do not include those fuel pumps in use by a vehicle fuel sales business as allowed in Table 3. (h) Garages and carports, detached. Detached garages Garages and carports are subject to the following standards: (1) Attached and detached garages are subject to the following requirement: (i) Garages shall be accessed through a vehicular entrance door with an opening not less than seven feet wide and seven feet high. A garage shall be no less than eight feet wide and sixteen feet long, measured as the continuous clear space between the insides of the interior walls or wall framing if unfinished. (2) Attached and detached garages and carports are subject to the following requirement: (i) Garages and carports shall have a floor constructed of poured concrete in accordance with standards approved by the city engineer and building official. (3) Detached garages and carports are subject to the following requirements: (1) For one and two family dwellings, the cumulative area of all detached accessory buildings on the property shall not exceed the finished floor area of the residential portion of the principal building; (2) For multiple family dwellings, detached garages shall be designed to meet the minimum number of required parking spaces and required setbacks. To the extent practicable, garages shall be located to the side or rear of the building; and (3) Garages and carports shall not be constructed of the following materials: fabric, canvas, concrete block, cloth, plastic sheets, tarps, unfinished or corrugated metal, exposed plywood, particle board, or similar materials. (i) Gazebos. Gazebos are subject to the following standards: (1) The cumulative area of all detached accessory buildings on the property shall not exceed the finished floor area of the residential portion of the principal building; and (2) Gazebos shall not be constructed of the following materials: fabric, canvas, concrete block, cloth, plastic sheets, tarps, unfinished or corrugated metal, exposed plywood, particle board, or similar materials. (j) Noncommercial greenhouses. Noncommercial greenhouses are subject to the following standards: 7.5 101 CR225-464-620540.v5 Table 5: Permitted Temporary Uses and Structures Use Category and Use Type P = Permitted Use - = Not Permitted Base Zoning Districts R-1 R-2 R-3 C TC I AP Allowable Duration (per site) Permit Required Use-Specific Standards in Section: Construction Dumpster P P P P P P P No more than three consecutive months in any 12-month period See city code section 605 515.27, subdivision 2; 605 Garage/Yard Sales P P P - - - - Maximum of three consecutive days, four times per calendar year per site No 515.27, subdivision 3 Outdoor dining [1] P P P P P P P 270 days per site per calendar year Zoning Certificate (Type 1 Review) [2] 515.27, subdivision 4 Outdoor sales [1] - - - P P P - 180 days per site per calendar year Zoning Certificate (Type 1 Review) 515.27, subdivision 5 Portable Storage Container P P P P - P P 60 days per site per calendar year No 515.27, subdivision 6 Signs, Temporary P P P P P P P See section 530 Sign Permit 530 Notes: 1. Outdoor seating for cafes or restaurants or outdoor sales areas for retail establishments that exceed the temporary use duration time limits may be permitted as a permanent use with would require a conditional use permit. 2. A zoning certificate is not required for a mobile food unit. 515.27. Use-specific standards for temporary uses and structures. Subd. 1. Purpose and applicability. (a) This subsection provides site planning and/or operating standards for certain land uses that are permitted in Table 5. (b) The land uses and activities covered by this subsection shall comply with the applicable standards for the specific use in all districts unless otherwise specified, in addition to all other applicable provisions of this UDC. Subd. 2. Construction dumpsters. Construction dumpsters are subject to the following standards: 7.5 106 CR225-464-620540.v5 days of when the structure is damaged or destroyed, but the city may impose reasonable conditions upon a zoning or building permit in order to mitigate any newly created impact on an adjacent property or water body. (c) Relocation. No nonconforming structure shall be relocated in whole or in part to any other location on the same or any other lot unless the entire structure shall thereafter conform to the regulations of the district in which such structure is located after being relocated. Subd. 5. Nonconforming accessory uses and structures. No use or structure which is accessory to a principal nonconforming use or structure shall continue after such principal use or structure shall have ceased or terminated, unless such accessory use or structure shall thereafter conform to all the regulations of the district in which it is located. Abandoned signs shall be removed and all signs painted directly on the principal building shall be repainted in a neutral color or a color which will harmonize with the structure. Subd. 6. Governmental acquisition of a portion of a property. When governmental acquisition of a portion of a property for a public purpose results in that property no longer meeting one or more requirements of this UDC, the property shall be considered a lawful nonconforming use. Subd. 7. Non-conforming lots of record. (a) A nonconforming lot of record is a buildable lot, but the construction of buildings or other improvements thereon shall meet the requirements of the UDC. if the building meets all other zoning requirements such as setbacks or building height. 7.5 107 CR225-464-620540.v5 Section 520 Development standards 520.01 Measurements, computations, and encroachments. Subd. 1. Percentages and fractions. When a calculation or ratio established in this UDC results in a fractional number or percentage, any fraction of less than ½ or less shall be rounded down to the next lower whole number and any fraction of more than ½ or more shall be rounded up to the next higher whole number. Any percentage of less than .5 percent or less shall be rounded down to the next lower whole number and any percentage greater than of .5 percent or more shall be rounded up to the next higher whole number. Subd. 2. Distance measurements. Unless otherwise expressly stated, distances specified in this UDC are to be measured as the length of an imaginary straight line joining those points. The following are additional requirements for measuring distance: (a) Any lot dimension shall be rounded up or rounded down to the next whole number as provided for in Subd. 1 of this subsection; (b) Building square footage shall be determined by measuring the area of the building using the outermost building exterior walls. Subd. 3. Setback requirements and exceptions. Each structure shall comply with the front, interior side, corner street side, and rear setback requirements of the applicable zoning district, except: (a) Where a setback requirement is established for a specific land use type in the use-specific standards of Table 3; (b) A building feature that encroaches into a required setback as allowed by Table 6; (c) No portion of any structure, including eaves or roof overhangs, shall extend beyond a property line, or into a platted or dedicated easement or street right-of-way; and (d) Structures existing on the effective date of this UDC and encroaching into a setback required by this UDC shall be considered conforming to the setback requirement if the encroachment does not exceed one foot or 10% of the required setback, whichever is less. Additions may be made to such structures and shall also be considered conforming to the setback requirement provided that the addition does not further encroach into the setback than the existing structure. Subd. 4. Measurement of setbacks. Setbacks shall be measured as follows: (See Figure 14). 7.5 114 CR225-464-620540.v5 Table 7: Zoning District Site Development Standards for Principal Buildings R1 R2 R3 Commercial TC Industrial AP Side 5 feet 15 10 feet 15 feet 10 feet 0 foot minimum 10 feet 200’ from resi- dential use Rear 30 feet 30 feet 30 feet 10 feet 3 5 foot minimum 10 feet 200’ from resi- dential use Corner Side 10 feet [2] 30 feet 30 feet 15 10 feet 2 foot minimum 12 foot maximum 15 10 feet 200’ from resi- dential use Number of Principal Buildings Maximum number of principal buildings per property One One One One Not Applicable One Not Appli- cable Minimum Lot Area One-family Detached Dwelling 6,000 SF 6,000 SF Not Applicable Not Applicable Not Applicable Not Applicable Not Appli- cable Two-Family Dwelling 10,000 SF 10,000 SF 10,000 SF Not Applicable Not Applicable Not Applicable Not Appli- cable Other Residential Uses Not Applicable 10,000 SF 20,000 SF Not Applicable Not Applicable Not Applicable Not Appli- cable Non-Residential Uses [3] Not Applicable Not Applicable Not Applicable 20,000 SF Not Applicable 20,000 SF Not Appli- cable Minimum Lot Depth One-family Detached Dwelling 100 feet 100 feet 100 feet Not Applicable Not Applicable Not Applicable Not Appli- cable Two-Family Dwelling 100 feet 100 feet 100 feet Not Applicable Not Applicable Not Applicable Not Appli- cable Other Residential Uses Not Applicable 100 feet 100 feet Not Applicable Not Applicable Not Applicable Not Appli- cable Non-Residential Uses [3] 100 feet 100 feet 100 feet 120 feet Not Applicable 120 feet Not Appli- cable Minimum Lot Width 7.5 127 CR225-464-620540.v5 (b) Landscaping that is in compliance with the approved plans shall be installed before a certificate of occupancy is issued for the site. If landscaping is not installed, the applicant shall be required to submit a cash escrow in accordance with the requirements in the Crystal city code, section 510 for the relevant development review application. Subd. 4. Landscaping standards. (a) Plant quality and size. (1) Appropriate materials. Landscape materials should complement the form of the existing trees, plantings, and vegetation. The amount of shade or sun and soil conditions should be considered in selecting plant materials. Plant materials are to include those materials and species that are demonstrated to be hardy to conditions found in Minnesota. (2) Approved and prohibited tree species. Trees selected for specific site design purposes shall be those trees as identified and included on the list of approved trees as approved and amended from time to time by resolution of the city council on file in the city clerk’s office. The city’s approved list may include prohibited trees. (3) Free of disease. Plants shall be free of disease, insects and/or damage, and shall be correctly labeled indicating genus, species and cultivar. No label shall be removed until after the final inspection by the city is completed. (4) Variety of tree species. To curtail the spread of disease or insect infestation in a tree species, new trees shall comply with the diversity standards of Table 9. Table 9: Species Diversity Number of Trees Required on Site Maximum Percentage of Trees that may be of a Single Species 7-19 35% 20-39 30% 40 or more 25% (5) Tree size requirements. (i) Deciduous canopy or shade trees shall have a minimum Diameter at Breast Height (DBH) of two inches for ball and burlap trees or DBH of two inches for container trees at the time of planting. Multi-stem varieties shall be a minimum of six feet in height above ground level at the time of planting. (ii) Understory, small maturing, or ornamental trees shall have a minimum DBH of two 1.5 inches at time of planting. Multi-stem varieties shall be a minimum of four feet in height above ground level at the time of planting. (iii) Evergreen trees shall be a minimum of six feet in height for potted or ball and burlap trees at the time of planting. (b) Required landscaping. 7.5 128 CR225-464-620540.v5 (1) Generally. Any lot remaining after providing parking, sidewalks, driveways, building, or other permitted site improvements shall be planted and maintained in sod or turf grass, supplemented by required trees, shrubs, native grasses, flowering plants, or similar landscaping material. (2) One and two family dwellings. For one and two family dwellings constructed after the effective date of this UDC, one overstory deciduous tree shall be planted in the front yard. An existing healthy and well-formed tree may be credited towards this requirement provided that the tree is protected before and during development of the site according to the requirements of this section. The tree to be credited shall be on the city’s list of approved trees as established in subdivision 4 of this subsection. (3) Uses other than one and two family dwellings. For a nonresidential, institutional, or multiple family residential principal building constructed after the effective date of this UDC, the following are the minimum landscaping requirements. Parking lots, which have specific requirements in this subsection, are exempt from these requirements. (i) One overstory deciduous tree shall be planted for every 30 feet of lot frontage; and (ii) Shrubs shall be planted along building foundations that are visible from the public street. (c) Installation of vegetation. (1) General requirements. (i) Minimum dimensions. Wherever this UDC requires a landscaped area of a specified width, the width shall be measured within (interior measurements) any curb or wall bordering the landscaping area. (ii) Soils. Where landscaping is required, good quality loose soil must be provided and shall not include substandard fill, gravel, sand or highly alkaline soil material. (iii) Ball and burlap. Landscape materials installed in a ball or burlap form shall be installed such that the ball and burlap does not extend above the immediate grade at installation. (iv) Protective curbing. Where landscaping is installed in areas that are designed to manage storm water run-off, no protective curbing shall be constructed that prohibits the flow of or infiltration of surface water. In other instances landscape islands and similar landscape areas may be protected by a B6-12 concrete curb and gutter where otherwise deemed necessary by the city engineer. (v) Safety requirements. Landscape materials shall be located so that at maturity they do not interfere with safe sight lines for pedestrians or vehicular traffic and do not conflict with overhead lights or utility lines. (2) Turf or ground cover. (i) Requirements for native prairie grasses and or drought tolerant species of native are located in the Crystal city code, section 615. (ii) Ground cover may consist of grass normally grown in permanent lawns in Minnesota. Such turf grass shall be planted according to the requirements found in the Crystal city code, section 615, and may be sodded or seeded, except in swales or other areas 7.5 131 CR225-464-620540.v5 (i) All protected trees shall be fenced in before grading or other land-disturbing activity begins. Fencing shall extend at least five feet from the edge of the drip line (See Figure 21 for illustration of a drip line), but in no case closer than ten feet to the trunk; Figure 21: Illustration of protective fence placement for trees. (ii) The zoning administrator shall consider existing site conditions in determining the exact location of any tree protection fencing; and (iii) All fencing required by this subsection shall be at least four feet in height and secured using appropriate posts. (e) Encroachments into root zones. Encroachment into root zones shall comply with the following: (1) Encroachments within the root zones of trees protected in accordance with this subsection shall occur only in rare instances; and (2) If such an encroachment is anticipated, written verification by a qualified arborist shall be required documenting the tree’s condition before and after the encroachment, including preventive measures that shall be employed prior to, during, and after the encroachment to insure the viability of the tree. Subd. 6. Parking lot landscaping requirements. (a) Purpose. The purpose for parking lot landscaping requirements is to provide for effectively designed and properly placed landscape improvements to minimize the potential negative effects of large expanses of asphalt, such as creating unnecessary surface water runoff and presenting a sterile image. (b) Parking lots adjacent to streets. The area of a parking lot facing a street shall comply with the following: (1) A parking area for a nonresidential, institutional, or multiple family residential use adjacent to a public street shall be designed to provide a landscaped planting strip of the minimum required setback area between the street right-of-way and any parking area (see Figure 22); 7.5 132 CR225-464-620540.v5 Figure 22: Perimeter landscaping required between a parking lot and a street. (2) The landscaping shall have a minimum height of 36 inches and be designed and maintained to screen cars from view of the street and meet the site visibility requirements of the Crystal city code, chapter VIII; (3) Screening materials may include a combination of plant materials including trees, shrubs, raised planters, solid decorative masonry walls, or other screening devices which meet the intent of this requirement (see Figure 23). Figure 23: Illustration of parking lot perimeter screening. (4) A parking lot is not required to be screened from the street if the parking lot is not adjacent to a residential use and the parking lot is set back at least double the required setback. (c) Parking lots adjacent to side or rear property lines. Parking areas for a nonresidential, institutional, or multiple family dwelling use shall provide a perimeter landscape strip of the minimum required setback area where the parking area adjoins a side or rear property line. At a minimum the landscape strip shall contain sod or turf grass, but may be supplemented by trees, shrubs, native grasses, flowering plants, or similar landscaping materials. (d) Parking lots adjacent to residential uses. Parking lots adjacent to a one or two family dwelling shall comply with the following: 7.5 133 CR225-464-620540.v5 (1) A landscaped buffer of the minimum setback area shall be provided between the parking lot and the property line of the residential use; (2) The landscaping shall have a minimum height of 36 inches and be designed and maintained to screen cars from view of the residential use. Screening may consist of shrubs, planters, solid decorative walls, or other screening devices which meet the intent of this requirement; and (3) Shade trees shall also be provided at the rate of one for each 30 linear feet of landscaped area along the property line between the parking lot and the residential use. (e) Parking lots in the TC and TC-PD districts: Parking lots in the TC and TC-PD districts shall be screened from streets and sidewalks by a masonry retaining wall or evergreen hedge a minimum of 36 inches and a maximum of 48 inches in height. If driveway visibility would be impaired, the city will consider alternatives that meet screening objectives. (f) Landscaping for parking lot interior. The landscaping for the interior of a parking lot shall comply with the following: (1) Amount of landscaping. (i) Parking lots with 20 or more spaces shall provide landscaping at a minimum ratio of ten percent of the gross area of the parking lot, which is computed by means of the smallest square, circle, rectangle, triangle or combination thereof that shall encompass the extreme limits of the parking lot perimeter, not including any landscape islands within or projections into the parking lot (including all drive and parking aisles). If parking is located on the side of the structure (not adjacent to a street) or in the rear, this landscaping ratio may be reduced to five percent; and (ii) Trees meeting the size requirements of Crystal city code, subsection 520.11, subd. 4 (a) (5) not less than five feet in height and 15-gallon container in size shall be planted throughout the parking lot. (2) Landscaping location. Landscaping shall be evenly dispersed throughout the parking lot, as follows: (i) Landscaped islands shall have a minimum width of nine feet as the narrowest dimension; (ii) Shade trees planted using an orchard-style planting (the placement of trees in uniformly-spaced rows) is encouraged for larger parking areas; and (iii) The area not covered by the canopy of the tree, but within an interior landscape area, shall be covered by shrubs, grass, ground cover, landscape gravel, or mulch. 520.13. Screening. Subd. 1. Purpose. The purpose of this subsection is to increase or maintain property values and generally protect the public welfare by screening uses that could have an adverse impact on neighboring properties. Subd. 2. Applicability. The requirements of this subsection shall apply to all proposed development and new land uses unless otherwise stated. 7.5 134 CR225-464-620540.v5 Subd. 3. Types of screening. Unless otherwise stated, screening may consist of vegetation, fences, walls, berms, or other visual barriers. Subd. 4. Items to be screened. The following areas shall be screened in accordance with this subsection: (a) Waste receptacles containers. Except for one and two family dwellings, Outdoor outdoor waste enclosures receptacles, including for dumpsters, grease collection containers and recycling containers, shall be screened on all sides by wood, masonry walls, or other material compatible with the principal building with a minimum height of six feet. One side of the storage area shall be furnished with swinging doors. Whenever feasible, the enclosure shall be located away from residential areas in the and at least five feet from any side or rear yard property line, away from residential areas; (b) Ground-mounted mechanical equipment. Ground-mounted mechanical equipment shall be screened from view of adjacent properties or public rights-of-way. This screening shall meet the following requirements: (1) Location and height requirements (i) Ground-mounted equipment shall not be located between the building and the public right-of-way. (ii) Screening shall be as high as the highest point of the equipment being screened. If a screen greater than 8 feet tall is required, the zoning administrator may require that the equipment be located in the principal building or the most visually inconspicuous area of the property that does not cause unnecessary negative impacts to residential properties. (2) Exceptions. The following ground-mounted mechanical equipment shall be exempt from the screening requirements of this subsection: (i) Minor equipment not exceeding 18 inches in height. (ii) Mechanical equipment accessory to a one or two-family dwelling. (c) Roof-mounted mechanical equipment. Except for roof-mounted mechanical equipment for a one or two family dwelling, Roofroof-mounted mechanical equipment shall be screened from view of adjacent properties and public rights-of-way, accomplished through the two methods in (1) and (2), below. As an alterative to these methods, the city may, at its discretion, allow rooftop equipment to be screened by painting it to match or approximate the color of the background against which the equipment is viewed. Solar energy systems are exempt from screening requirements if screening would interfere with system operations. 7.5 135 CR225-464-620540.v5 (1) Use of building walls, parapets, and/or roof systems (See Figure 24) Figure 24: Example of how parapet walls are utilized to screen roof mounted mechanical equipment. (2) Locate the equipment to a sufficient distance from the roof edge so as to not be visible. (d) Outdoor storage. Screening shall create a visual and or/sound barrier of the object being screened from adjacent properties and the public right-of-way. Commercial truck storage or parking, vehicle impound lots, and rental of trailers and/or vehicles in excess of three quarter ton (3/4) ton capacity shall utilize an opaque fence of not less than six feet in height; (e) Commercial uses. Screening shall create a visual and/or sound barrier between the commercial use and residential dwellings. Requirements for parking lot screening are found in the Crystal city code, subsection 520.11; and (f) Multiple family residential dwellings. Screening shall create a visual barrier between the multiple family dwelling and one and two family residential dwellings or commercial buildings. Requirements for parking lot screening are found in the Crystal city code, subsection 520.11. Subd. 5. Design standards for screening. Screening shall comply with the following design standards: (a) Screening shall be installed to create a visual barrier so as to reduce the vision of the object being screened; (b) If vegetation is used for screening, it shall consist of a compact evergreen or deciduous hedge or trees of a sufficient width and density to provide an effective screen throughout the year; (c) If a berm is used for screening, it shall be of a sufficient height to provide an effective screen; and (d) A screening fence or wall shall be constructed of an opaque material. Such screening shall provide a solid screening effect and not exceed the height limitations in the Crystal city code, 7.5 138 CR225-464-620540.v5 Traffic into and out of business areas shall to the maximum extent possible, be forward moving with no backing into streets. Subd. 4. Rules for computation. (a) Calculation. The following rules shall apply when computing parking spaces: (1) Driveway space meeting parking requirements. Entrances, exits, or driveways shall not be computed as any part of a required parking lot or area, except in the case of one or two family dwellings where driveways may be used in calculating the amount of off-street parking; (2) Multiple uses. Unless otherwise noted or approved, off-street parking areas serving more than one use shall provide parking in an amount equal to the combined total of the requirements for each use. The required base number of parking spaces shall be counted only once for multiple use buildings; (3) Area measurements. All square-footage-based parking standards shall be computed on the basis of gross floor area of all floors in a nonresidential building. Up to 15 percent of the gross floor area may be excluded from the above calculation if the area is used for storage, loading, unloading, or for mechanical equipment; and (4) Vehicle fuel stations. Spaces at the pump at a vehicle fuel station may count toward the minimum parking space requirements. (5) When a calculation results in a percentage, any percentage of less than .5 percent shall be rounded down to the next lower whole number and any percentage of .5 percent or more shall be rounded up to the next higher whole number. (b) Occupancy-or capacity-based standards. (1) For the purpose of computing parking requirements based on employees, students, residents, or occupants, calculations shall be based on the typical, or average, number of persons working on a single shift or the typical enrollment, whichever is applicable. (2) In hospitals, bassinets shall not be counted as beds. (3) In the case of benches, pews, and similar seating accommodations, each 24 inches thereof shall be counted as one seat for the purpose of determining the parking requirements. If fixed seating is not provided, then each seven square feet of floor area shall be counted as one seat. (c) Unlisted uses. (1) Upon receiving an application for a use not specifically listed in the parking schedule below, the zoning administrator shall apply the parking standard specified for the listed use that is deemed most similar to the proposed use in regards to use, size, and intensity of use. (2) If the zoning administrator determines that there is no listed use similar to the proposed use, intensity, or size, they may refer to the estimates of parking demand based on recommendations of the American Planning Association (APA), the Urban Land Institute (ULI) and/or the Institute of Traffic Engineers (ITE). 7.5 146 CR225-464-620540.v5 (2) An auxiliary space cannot exceed 12 feet in width and 24 feet in length, and must be at least ten feet from the habitable portion of a residential structure on an adjacent property; and (3) For access to the auxiliary space, a hard surfaced taper also is permitted, provided it does not extend into the boulevard and has an angle of at least 22-1/2 degrees and no more than 45 degrees. If the property has setback or topographic constraints that prevent reasonable access to a lawful auxiliary space, then the city engineer may allow the taper to extend into the boulevard but only to the minimum extent necessary to provide reasonable access. Subd. 10. Setbacks. Except for off-street parking lots within the TC and TC-PD districts, which have separate requirements in paragraph (d) of this subdivision, all parking lots are subject to the setback requirements in paragraphs (a) through (c) of this subdivision. (a) The face of the curb shall not be within five feet of any property line and the back of the curb shall not be within four feet of any property line. (b) If a parking lot for a commercial, institutional, or multiple family dwelling use is adjacent to a property used for one or two-family residential dwellings, the face of the curb for the parking lot shall not be within ten feet of the shared property line and the back of the curb shall not be within nine feet of the shared property line. (c) All setbacks near intersections of public streets shall be determined by the city engineer. (d) Within the TC and TC-PD districts, if a parking lot is constructed it shall be subject to the following setback and locational requirements: (1) Location. Off-street parking lots are prohibited in front of the building, but may be located to the rear or side of buildings (see Figure 28); Figure 28: Allowable locations for off-street parking lots in the TC and TC-PD districts (2) Corner side property line. The face of the curb shall not be within 12 feet of the property line and the back of the curb shall not be within 11 feet of the property line; (3) Interior side property line. The face of the curb shall not be within 2 feet of the property line and the back of the curb shall not be within 1 foot of the property line; and 7.5 147 CR225-464-620540.v5 (4) Rear property line. The face of the curb shall not be within 4 feet of the property line and the back of the curb shall not be within 3 foot of the property line. Subd. 11. Parking design standards. Required parking areas shall be designed, constructed, and maintained in compliance with the requirements of this subsection. (a) Access to parking area. Access to parking areas (i.e. driveways) shall be as provided as follows. Requirements for curb cuts and driveways approaches are provided in the Crystal city code, Chapter VIII. (1) One and two-family dwellings. Driveway width shall not exceed the width of the garage’s vehicle entrance plus six feet, except that properties without a garage or with only a single stall garage shall not have a driveway that exceeds 16 feet in width. (2) Access for uses other than one and two-family dwellings. (i) Parking areas shall provide suitable maneuvering area so that vehicles enter from and exit to a public street in a forward direction only. (ii) Parking lots shall be designed to prevent access at any point other than at designated access drives. (iii) A development that provides 20 or more parking spaces in a parking lot that is accessed from a collector or arterial street shall have access driveways that are not intersected by a parking aisle, parking space, or another access driveway for a minimum distance of 20 feet from the street right-of-way, to provide a queuing or stacking area for vehicles entering and exiting the parking area (See Figure 29). Figure 29: Non-impeded access driveway. (iv) A minimum unobstructed clearance height of 14 feet shall be maintained above areas accessible to vehicles within nonresidential developments. (3) To ensure proper location and configuration, a permit is required from the city manager or designee for work on driveways. For driveway plans that involve changes to an existing curb cut or construction of a new curb cut within the public right-of-way, a right of way permit application shall be approved in accordance with the Crystal city code, chapter VIII. (b) Parking space dimensions. 7.5 148 CR225-464-620540.v5 (1) Required dimensions. Each parking space and aisle shall comply with the minimum dimensions in Table 12 as illustrated in Figure 30. Table 12: Parking Space and Aisle Dimensions Angle of Parking (degrees) One-Way Maneuvering Aisle Width (Feet) “A” Two-Way Maneuvering Aisle Width (Feet) “A” Parking Stall Width (Feet) “B” Parking Stall Length (Feet) “C” Compact Size Low Turnover Full Size Compact Size Low Turnover Full Size 0 o – Parallel 12 20 8 8.5 9 18 22 22 30 o – 53o 14 20 8 8.5 9 16 20 20 54 o – 75 o 18 22 8 8.5 9 16 20 20 76 o – 90 o 22 24 8 8.5 9 16 18 18 Figure 30: Parking space and aisle requirements based on angle of parking. (2) Width increase. When the length of a parking space abuts a column, fence, wall, or other obstruction, the required width of the entire parking space shall be increased by at least one foot. (3) No overhang. The required length of a parking space shall not provide for a vehicle overhanging a landscaped area or walkway. (4) Use of compact vehicle spaces. This paragraph provides for the establishment of compact vehicle spaces as an alternative to full sized spaces. Such spaces shall comply with the following: (i) For parking lots with 50 or more spaces, a minimum of five percent of the total spaces shall be designed for compact vehicle spaces; 7.5 149 CR225-464-620540.v5 (ii) iA maximum of 20 percent of spaces in any single parking lot may be dedicated to compact parking spaces; (iii)(ii) Compact spaces shall be clearly labeled for “compact cars” and grouped together in one or more locations or at regular intervals so that only compact vehicles can easily maneuver into the space; (iv)(iii) Existing developments that wish to utilize this subsection to create additional parking spaces (e.g., either by adding land area to an existing parking lot or modifying an existing parking lot to gain more spaces) shall first apply for a zoning certificate or site plan review, whichever is applicable; and (v)(iv) The minimum off-street parking dimensions for compact vehicle spaces shall be as identified in Table 12. (5) Low turnover parking. This paragraph allows for the establishment of narrower parking spaces in locations where the typical user parks for more than two hours. Such spaces shall comply with the following: (i) The zoning administrator shall determine whether the proposed low turnover spaces are consistent with the stated purpose of this subsection; (ii) Existing developments that wish to utilize this subsection to create additional parking spaces (e.g., either by adding land area to an existing parking lot or modifying an existing parking lot to gain more spaces) shall first apply for a zoning certificate or site plan review, whichever is applicable; and (iii) The minimum off-street parking dimensions for low turnover parking spaces shall be as identified in Table 12. (c) Surfacing. (1) Within all zoning districts, parking lots and driveways shall be paved and permanently maintained with asphalt, concrete, or approved paving units. (2) Parking lots and driveways may be constructed with the use of other all-weather surfacing as determined to be appropriate by the city engineer, where it is first determined that a surface other than asphalt or concrete is consistent with the driveways of similar properties in the vicinity, and that the alternate surface will not impair accessibility for emergency vehicles. (3) The grade elevation of any parking area shall not exceed ten percent. (d) Striping and identification. (1) Parking spaces shall be clearly outlined with four-inch wide lines painted on the parking surface. (2) The striping shall be continuously maintained in a clear and visible manner in compliance with the approved plans. (3) The color of the striping shall be white or yellow, unless another color is required by state law (e.g., parking for the disabled). 7.5 150 CR225-464-620540.v5 (e) Grading and drainage. (1) All grading plans relating to the parking facilities shall be reviewed and approved by the city engineer before any work can commence. (2) All off-street parking facilities shall be properly graded and drained so as to dispose of all surface water accumulated within the area of the parking lot. (3) In no instance shall a storm drainage facility be designed to allow the flow of water into abutting property without an approved easement. (f) Curbing. The purpose of curbing is to minimize storm water runoff, protect building and parking lot edges, and increase the survivability of plants. The following standards are applicable to curbing: (1) Except for one or two-family dwellings, all parking areas or lots shall have cast-in-place concrete barrier curb and gutter around the perimeter of the entire parking lot. The curb shall be at least six inches wide and the gutter shall be at least 12 inches wide. This minimum standard is typically referred to as “B6-12” curb and gutter. (g) Sight distances. Adequate sight distances for vehicles and pedestrians shall be provided for parking lots. (h) Parking lot landscaping. Requirements for parking lot landscaping are provided in the Crystal city code, subsection 520.11. (i) Parking lot lighting. If exterior lighting is proposed in the parking plan, the lighting shall meet the requirements as provided in the Crystal city code, subsection 520.07. (j) Pedestrian connections. When feasible, the parking plan shall show pedestrian connections within the property and to existing or planned public sidewalk and trail connections, except that in the TC and TC-PD districts a minimum six foot wide pedestrian access shall be provided from the principal entrance to any off-street parking lot. (k) Deviation from standards requires a detailed study. No proposed parking layout which deviates from the standards identified in subdivision 11 of this subsection and which could create a safety hazard(s) shall be allowed unless the developer provides a detailed report or study prepared by a registered transportation or civil engineer who demonstrates that the parking layout is a viable alternative and is consistent with the purpose of this section. This alternative plan is subject to the approval of the city engineer. Subd. 12 Maintenance. All parking spaces, driveways, and striping shall be continually maintained in a clean and orderly manner and kept in good repair. Subd. 13. Loading space requirements. (a) Purpose. The purpose of these requirements is to provide design standards for loading spaces if such spaces are proposed by a property owner. (b) Prohibition. Loading spaces are prohibited in all residential zoning districts and the TC district. (c) General design standards. Loading spaces shall be designed, constructed, and maintained in accordance with the standards and requirements set forth below: 7.5 159 CR225-464-620540.v5 Section 525 Subdivision of land 525.01. Basic subdivision requirements. The city hereby adopts subdivision regulations, the authority of which is provided for in Minnesota Statutes, section 462.358. The city finds that regulation of the subdivision of real property in the city is necessary for the following purposes: (a) To insure the orderly, economic, and safe development of land in the city; (b) To insure the adequate and timely provision of urban services and facilities; and (c) To protect and promote the public health, safety, and welfare. Subd. 1. Subdivision approval. (a) Required. Subdivision approval, in compliance with the provisions of this section, shall occur as follows: (1) Lot consolidations as provided in the Crystal city code, subsection 510.23; (2) Subdivisions as provided in the Crystal city code, subsection 510.25; and (3) Those properties for which Minnesota condominium law, Minnesota Statutes, chapter 515 applies. Development or division of ownership under Minnesota condominium law, Minnesota Statutes chapter 515, but only if it includes a land division into two or more lots. (b) Exemption. Subdivision approval is not required for adjacent parcel land conveyances as provided in the Crystal city code, subsection 510.21. (c) Restrictions. (1) No lot, parcel, or tract created after the effective date of this UDC shall be issued a building permit unless the lot, parcel, or tract has been created in compliance with this UDC. (2) No building permits shall be issued for a habitable structure proposed to be located on an outlot. (3) Land will not be subdivided if the city council determines that the land is unsuitable for development because of flood hazard unless corrective measures consistent with those found in the Crystal city code, subsection 515.09 can be feasibly accomplished. (4) A proposed subdivision of land will not be considered by the city unless past due special assessments thereon have been paid in full or arrangements for their payment satisfactory to the city have been made. 525.03. Development agreement required. Subd. 1. Purpose. It is the purpose of this subsection to ensure that a subdivider follows the conditions of approval and properly installs the basic improvements required in a plat. Whenever a subdivision includes any public improvements or other conditions of approval, the subdivider shall enter into a development agreement with the city, setting forth the conditions under which the subdivision has been approved. Subd. 2. Required improvements. 7.5 166 CR225-464-620540.v5 Subd. 5. Street names. If applicable, street names shall be a continuation of the names of previously constructed streets. The city shall have final authority to designate street names in order to avoid confusion to the traveling public. Subd. 6. Easements. Easements shall be dedicated on the plat instrument for the required use. Subd. 7. Debris and waste. No cut trees, diseased trees, timber, debris, earth, rocks, stones, soil, junk, rubbish or other waste materials of any kind shall be buried in any land, or left or deposited on any lot or street at the time of the issuance of a certificate of occupancy, and removal of those items and materials shall be required prior to issuance of any certificate of occupancy in a subdivision. No items and materials as described in the preceding sentence shall be left or deposited in any area of the subdivision at the time of expiration of the development agreement or dedication of public improvements, whichever occurs sooner. Subd. 8. Open space and natural features. (a) Natural features (including significant trees, creeks, and similar features) shall be preserved and incorporated into proposed development to the greatest extent feasible. (b) Development on hillsides shall generally follow the natural terrain contour. Stepped building pads, larger lot sizes, and setbacks shall be used to preserve the general shape of natural land forms and to minimize grade differentials with adjacent streets and with adjoining properties. Subd. 9. Lot and block design. (i) Lot dimensions. (1) All lot dimensions shall comply with the standards of the applicable zoning district in this UDC. Depth and width of properties reserved or laid out for residential or commercial purposes shall be adequate to provide for the off-street parking and loading facilities that may be required for the type of use contemplated, as established in this UDC. (2) No subdivision shall be designed to leave unsubdivided islands, strips or parcels, or property unsuitable for subdividing, which is not either accepted by the city or other appropriate entity for public use, or maintained, as common area within the development. (ii) Lot arrangement. The lot arrangement shall be such that there will be no foreseeable difficulties, for reasons of topography or other conditions, in securing building permits to build on all lots in compliance with this UDC. In addition, all lots shall abut and have direct access to an improved public street, but improvements thereon may be accessed from an improved public street, an improved alley, or both. (iii) Street frontage required. Each proposed parcel lot shall have frontage on a public street and. The the frontage width shall be the lot width required by the applicable zoning district. This required lot frontage does not require direct street access if access is provided by an improved public alley. (iv) Side lot lines. Side lines of lots shall be substantially at right angles to street lines and substantially radial to curved street lines, unless an alternative layout will result in a better street or lot plan. (v) Corner lots. Corner lots shall be of sufficient width and depth to comply with the required minimum building setback from both streets, as established in this UDC. 7.5 167 CR225-464-620540.v5 (vi) Through lots. (1) No parcel shall have streets abutting both the front and rear lot lines, except when necessary because of topographical or other physical conditions or where access from one of the roads is prohibited. An alley is not considered a street for the purposes of this UDC. (2) Vehicular access onto a through lot shall generally be from the public street with the lowest existing and projected traffic volumes, but with each proposed building designed so that its primary façade faces the higher volume street. Authorization may be given by the city for alternative access locations where appropriate because of localized traffic conditions, and/or nearby residential areas that would be adversely affected by increased traffic. (vii) Lots abutting water. Lots abutting a water body, wetland, drainage way, channel, stream or pond shall be of sufficient width and depth and at the elevation needed to assure that building sites are not subject to flooding. The platting of lots within the floodplain is subject to the requirements in the Crystal city code, subsection 515.09. (viii) Blocks. (1) A block shall normally be so designed as to provide two tiers of lots, unless it adjoins a railroad, arterial or collector street, lake, wetland, park, stream, or other natural feature, where it may have a single tier of lots. (2) Block length and width shall be sufficient to accommodate the size of lots required by this UDC and to provide for convenient access, circulation control and safety of street traffic. Subd. 10. Streets. (a) Street dedications. A street that is not constructed to city standards will not be accepted by the city for dedication as a public street. Requirements for street pavement and right-of-way widths are located in the Crystal city code, chapter VIII. (b) Topography and arrangement (1) The arrangement, width, and location of all streets shall be considered in relation to existing and planned streets, shall provide for reasonable traffic circulation and traffic calming, and shall be appropriately located in relation to topography, run-off of surface water, convenience and safety, and proposed uses of the land to be served. Wherever possible, the arrangement of streets in new subdivisions shall provide for the continuation of existing and planned streets within and outside the proposed plat. Where adjoining lands are not subdivided, the arrangement of streets shall make provision for the proper projection of streets into adjoining lands by carrying the streets to the boundaries of the plat. The arrangement of streets shall not cause hardship to owners of adjoining property in platting their own land and providing convenient access to it. (2) In commercial and industrial developments, the streets and other access ways shall be planned in connection with the location of buildings, rail facilities, truck loading and maneuvering areas, and sidewalks and parking areas so as to minimize conflict of movement between the various types of traffic, including pedestrian traffic. (c) Grading and improvement plan. The full width of the street right-of-way shall be graded and improved in conformance with the city’s engineering standard specifications and the construction plans submitted as part of the final plat application. 7.5 168 CR225-464-620540.v5 (d) Roadway and access offsets. Roadways or other access points entering upon opposite sides of any given roadway shall have their centerlines located directly opposite each other or the centerlines located shall be offset at least 150 feet for local residential streets, and at least 200 feet for all other roadways. Driveways on local streets accessing one or two family residential dwellings are exempt from this requirement. (e) Signs, traffic signs and signals, and street lights. (1) Street signs of standard design approved by the city shall be installed at each street intersection or at such other locations within the subdivision as designated by the city engineer, in accordance with the Minnesota Manual on Uniform Traffic Control Devices (“MMUTCD”). (2) Traffic control signs pursuant to Minnesota Statutes, section 169.06, where applicable, shall be installed at locations within the subdivision as designated by the city engineer. (3) Turn lanes and traffic signals shall be installed at the expense of the subdivider when required as a result of the proposed subdivision. (4) Street lights shall be installed at all intersections and at other locations, as required by the city engineer. All street lights within new subdivisions shall be on street light poles meeting the standards of the city and shall be equipped with underground electrical service, and shall conform to city lighting standards. The developer shall pay to the city the energy cost for the first two years of operation, or until the dwellings on all lots within the subdivision have been completed, whichever time period is less. (f) Sidewalks and trails. If required, sidewalks and trails shall be installed at the time a street is constructed. Sidewalks shall meet the width requirements in the Crystal city code, chapter VIII and this UDC. (g) Stub streets and cul-de-sac streets (permanent and temporary). (1) Stub streets shall be installed to permit future street extensions into adjoining tracts, where appropriate. Signage may be provided indicating a future street connection. Stub streets shall not exceed 150 feet in length. Where required by the city engineer a temporary connection to another street, or a temporary turnaround, shall be provided by the subdivider. (2) The closed end of the cul-de-sac shall have a pavement width of 70 feet in diameter and the overall length of the road shall not exceed 500 feet in length as measured from the centerline of the nearest intersection to the closed end of the cul-de-sac. (3) In those instances where a street is terminated pending future extension in conjunction with future platting and its terminus is located 150 feet or more from the nearest intersection, a temporary cul-de-sac with a pavement width of 70 feet in diameter shall be provided at the closed end. Any portion of a temporary cul-de-sac not located within the street right-of-way shall be placed in a temporary roadway easement extending at least ten feet beyond the curb line of the temporary cul-de-sac in all directions. (h) Alleys. When a new alley is proposed to be established as part of a subdivision application, the Alleys alley may shall be established in the city under meet the following conditions requirements: 7.5 169 CR225-464-620540.v5 (1) The alleys are publicly owned and maintained; (2) The alleys shall be made of concrete.; (3) No home shall be oriented to face the alley; and (4) Alleys are permitted as a secondary access when the lots front on an arterial or collector street. (i) Private streets. Private streets are prohibited. (j) Street design standards. In order to provide for streets of suitable location, width, and general improvement to accommodate prospective traffic and afford satisfactory access to police, firefighting, snow removal, sanitation and road maintenance equipment, and to coordinate roads so as to compose a convenient system and avoid undue hardships to adjoining properties, all streets shall be subject to the standards of this subsection. Street types shall be established in the comprehensive plan. (1) Street Surfacing and improvements. After the subdivider has installed sewer and water, the subdivider shall construct poured-in-place concrete sidewalks, curbs and gutters and shall surface streets to the width prescribed in this section. The designer is encouraged to include techniques that will direct surface water drainage to off-street areas. Types of pavement shall be as prescribed in the city’s engineering standard specifications. Adequate provision shall be made for culverts and drains. The portion of the right-of-way outside the area surfaced shall be sodded or planted with other acceptable materials as approved by the city engineer. All road pavement, shoulders, drainage improvements and structures, curbs, turnarounds and sidewalks shall conform to all construction standards and specifications in the city’s engineering standard specifications and shall be incorporated into the construction plans required to be submitted by the subdivider for final plat approval. (2) Grading. (i) Streets shall be graded with at least 0.5 percent slope from the centerline to the curb to maintain drainage. (ii) Arterial and collector streets shall have a maximum running grade of five percent. (iii) All other streets shall have a maximum running slope of seven percent, or as determined by the city engineer. (3) Street intersection, tangent, deflection and other design standards. (i) Street Intersections shall intersect at right angles and in no instance shall the angle formed by the intersection be less than 60 degrees. Street intersections having more than four corners shall be prohibited and the curb line at street intersections shall have a radius not less than 15 feet. (ii) Street tangents of at least 150 feet shall be designed between reverse curbs on collector streets and 100 feet on all local streets. (iii) When connecting street lines deflect from each other at a point of more than 10 degrees, they shall be connected by a curve with a radius adequate to insure a site distance of no less than 500 feet for arterials, 300 feet for collectors, and 100 feet for local streets. 7.5 173 CR225-464-620540.v5 Section 530 Signage 530.01. Findings, purpose and effect. Subd. 1. Findings. The city council hereby finds as follows: (a) Exterior signs have a substantial impact on the character and quality of the environment; (b) Signs provide an important medium through which individuals may convey a variety of messages; and (c) Signs can create traffic hazards, aesthetic concerns and detriments to property values, thereby threatening the public health, safety and welfare. Subd. 2. Purpose and intent. It is not the purpose or intent of this section to regulate the message displayed on any sign; nor is it the purpose or intent of this section to regulate any building design or any display not defined as a sign, or any sign which cannot be viewed from outside a building. The purpose and intent of this section is to: (a) Regulate the number, location, size, type, illumination and other physical characteristics of signs within the city in order to promote the public health, safety and welfare; (b) Maintain, enhance and improve the aesthetic environment of the city by preventing visual clutter that is harmful to the appearance of the community; (c) Improve the visual appearance of the city while providing for effective means of communication, consistent with constitutional guarantees and the city’s goals of public safety and aesthetics; and (d) Provide for fair and consistent enforcement of the sign regulations set forth in this section. 530.03. General sign requirements. Subd. 1. Permit required. Unless exempted under subdivision 2 of this subsection, no sign shall be erected, altered, reconstructed, maintained, or moved in the city without first securing a permit from the city. The content of the sign shall not be reviewed or considered in determining whether to approve or deny a sign permit. Application for a permit shall be on a form provided by the city. Subd. 2. Exemptions. The following signs shall not require a permit. These exemptions, however, shall not be construed as relieving the owner of the sign from the responsibility of its erection and maintenance, and its compliance with the provisions of this UDC or any other law or ordinance regulating the same. (a) The changing of the display surface on a painted or printed sign only. This exemption, however, shall apply only to poster replacement and/or on-site changes involving sign painting elsewhere than directly on a building. (b) Small signs. (c) Governmental signs. (d) Menu boards for drive-through restaurants or eating establishments. 7.5 177 CR225-464-620540.v5 Table: 14: Signs allowed by zoning district Sign Type Zoning District Sign Specific Standards R-1 R-2 R-3 C TC I AP Canopy, Marquee, and Fixed Awnings P P P P P P P 530.11, subdivision 1 Electronically controlled readerboard P P P P - P P 530.11, subdivision 2 Electric P P P P P P P Freestanding - - - P - P P 530.11, subdivision 3 Governmental A A A A A A A Monument P P P P P P P 530.11, subdivision 4 Multiple Tenant - - - P P P - 530.11, subdivision 6 Off-Premise - - - - - - - Projecting - - - P P P P 530.11, subdivision 5 Roof - - - - - - - Rotating - - - - - - - Sandwich board - - - P P - - 530.11, subdivision 7 Shimmering - - - P - P P Temporary P P P P P P P 530.11, subdivision 8 Small A A A A A A A Wall P P P P P P P 530.11, subdivision 9 530.11. Sign specific standards. The following requirements for specific sign types apply in addition to those requirements found in Table 14. Subd. 1. Canopies, marquees and fixed awnings. Signs are allowed on canopies, marquees and fixed awnings, which are an integral part of the structure to which they are attached. Within the residential districts, these signs are only allowed for multiple family dwellings, or institutional or commercial uses, but are allowed for all building types in the commercial and industrial districts. Canopy, marquee, and fixed awning signs are subject to the following standards: (a) An awning, canopy or marquee may not project into the public right-of-way nearer than 30 inches to the street curb or curb line; 7.5 179 CR225-464-620540.v5 Table: 15: Freestanding or Pylon Signs Sign Type Number Allowed Maximum Height Area Minimum Street Frontage Setback From Lot Line Setback From Right-of- Way Freestanding or pylon sign 1 [1] 25 feet 1 square foot of sign per linear foot of frontage [2] 50 feet 10 feet, and 50 feet from residential district, park, school, library, church or similar land use [3] 10 feet Notes: 1. A property abutting more than one street may have one additional freestanding sign on one of the additional street rights-of-way provided that such right-of-way is on an arterial or collector street and such sign is more than 50 feet distant from any other freestanding sign on the property. 2. The area of a sign may not exceed the following square footages based on the street the sign abuts: 1. Principal arterial - 200 square feet 2. Minor arterial or major collector – 150 square feet 3. Minor collector – 100 square feet 4. Local – 50 square feet 3. All parts of a freestanding sign (supports, structure, display, or trim) shall meet this setback requirement. Subd. 4. Monument signs. Monument signs are subject to the following standards: (a) In the residential districts, monuments signs are only allowed for multiple family dwellings or institutional or commercial uses; (b) Monument signs shall meet the requirements in Table 16; and (c) Except in the TC district, an electronically controlled reader board is allowed as part of a monument sign. Table: 16: Monument Signs Sign Type Number Allowed Maximum Height Area Setback From Any Property Line Setback From Right-of- Way Monument 1 [1] 6 feet in R-1, R-2, R-3 and TC; 25 feet in C, I and AP Maximum 75 square feet in R-1, R-2, R-3 and TC; same area requirements as 10 feet 10 feet 7.5 180 CR225-464-620540.v5 Table: 16: Monument Signs Sign Type Number Allowed Maximum Height Area Setback From Any Property Line Setback From Right-of- Way Freestanding signs in C, I, and AP Note: 1. A property abutting more than one street may have one additional monument sign on one of the additional street rights-of-way provided that such right-of-way is on an arterial or major collector street. Subd. 5. Projecting signs. Projecting signs are subject to the following standards: (a) Projecting signs shall meet the requirements in Table 17; and Table: 17: Projecting Signs Sign Type Number Allowed Maximum Height Area Setback From Any Property Line Setback From Right-of- Way Projecting Maximum of 2 wall or projecting signs per wall [1] Minimum 10 feet clearance above grade and may not be higher than roofline Up to 10% of the wall area to which it is affixed when combined with wall signs 10 feet, but sign may be equidistant between the side property lines if the property is less than 20 feet in width 10 feet Note: 1. A property abutting more than one street may have one additional projecting sign on one of the additional street rights-of-way provided that such right-of-way is on an arterial or collector street and such sign is more than 50 feet distant from any other projecting sign on the property. (b) Buildings exceeding 80,000 square feet in size on lots of over 20,000 square feet are permitted to have wall/projecting signage of up to 250 square feet. Subd. 6. Multiple-tenant. The following provisions shall apply to multiple-tenant buildings within the commercial and industrial districts. (a) Wall signs. Each tenant in a multiple-tenant building may have a flat wall sign in compliance with the wall sign requirements in Table 18. In addition, the multiple-tenant building may have wall signage on common walls of the building as long as no more than ten percent of that wall is occupied by signage. 7.5 181 CR225-464-620540.v5 (b) Freestanding signs. Where allowed, one freestanding sign shall be permitted for each multiple- tenant building. (c) Canopies and awnings. The design of canopies shall be in keeping with the overall building design in terms of location, size, and color. No canopies with visible wall hangers shall be permitted. Signage on canopies may be substituted for allowed building signage and shall be limited to 25% of the canopy area. Subd. 7. Sandwich board signs. Sandwich board signs are subject to the following standards: (a) Signs shall not exceed six square feet in size; (b) One sign is allowed per property. Within the TC district, one sign is allowed per business; and (c) Signs shall only be displayed during business operating hours. Subd. 8. Temporary signs. The temporary use of banners, pennants, balloon signs, portable signs and similar devices requires a permit. The permit is valid for seven consecutive days. Not more than six permits for each property, or if applicable each tenant in a multiple tenant building, may be granted in a 12- month period. The permit must be prominently displayed at the principal use in the same manner required for building permits. Temporary signs shall conform to the same location and dimension requirements as permanent signs. (a) Non-commercial speech signs. Notwithstanding any other provisions of these sign requirements, all signs of any size containing non-commercial speech may be posted from August 1 in any general election year until ten days following the general election and 13 weeks prior to any special election until ten days following the special election. Subd. 9. Wall signs. (a) Wall signs in residential districts. In the residential districts, wall signs are allowed for multiple family dwellings, or institutional or commercial uses, subject to the following standards: (1) Wall signs are only permitted on walls fronting on a public street or facing other property used for institutional, commercial or industrial purposes. (2) No more than one sign is permitted on each wall. (3) No wall sign shall exceed 10% of the wall area or 75 square feet in area, whichever is less. (4) Wall signs for home business are allowed according to the requirements in the Crystal city code, subsection 515.23. (b) Wall signs in commercial and industrial districts. In the commercial and industrial districts, wall signs are subject to the following standards: (1) Wall signs shall meet the requirements in Table 18; 7.5 1 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2022-__ RESOLUTION APPROVING SUMMARY LANGUAGE FOR PUBLICATION OF ORDINANCE NO. 2022-____ WHEREAS, the Crystal City Council adopted Ordinance No. 2022-____ “An Ordinance Making Various Amendments to Chapter V of the Crystal City Code” (the “Ordinance”) at its meeting held on September 6, 2022; and WHEREAS, Section 3.12 of the Crystal City Charter and Section 110.13 of the Crystal City Code indicate that ordinances approved by the City Council will be published in summary form and that the City Council is to approve the form of the summary. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal that the following summary language is hereby approved for publication of the Ordinance: CITY OF CRYSTAL ORDINANCE #2022-____ AN ORDINANCE MAKING VARIOUS AMENDMENTS TO CHAPTER V OF THE CRYSTAL CITY CODE SUMMARY OF ORDINANCE No. 2022-___ Ordinance No. 2022-___ has been approved by the city council on September 6, 2022. A printed copy of the full text of the ordinance is available for public inspection in the office of the city clerk. The City Council adopted the above referenced ordinance amending Chapter V of the Crystal City Code to revise the unified development code to make various corrections, clarifications, and amendments. The amendments include, but are not limited to, revisions to definitions, permit review procedures, Town Center Core District standards, orientation of multiple-family dwellings (3 or more units), expansion of authorized vehicle sales for a specific location, accessory structure requirements, waste container enclosures added as a permitted use, revisions to development standards, parking lot screening requirements, and clarifying the scope of subdivision regulations. The amendments are spread across approximately 50 pages of Chapter V. A copy of the full text of the ordinance is available on the City’s website and by contacting the City Clerk. BE IT FINALLY RESOLVED, that the City Clerk is hereby authorized and directed to do each of the following: Attachment C 7.5 2 1.Publish the approved summary language once in the City’s official newspaper; 2.Place a copy of this Resolution, the full text of the Ordinance, and the affidavit of publication of the summary language in the City’s ordinance book; 3.Make the full text of the Ordinance available for public inspection in the office of the City Clerk during the City’s regular business hours; 4.Incorporate the text of the Ordinance into the Crystal City Code; and 5.Post the updated Crystal City Code on the City’s website. Adopted this 6th day of September, 2022. ______________________________ Jim Adams Mayor ATTEST: _______________________________ Chrissy Serres City Clerk 7.5 ___________________________________________________________________________________ FROM: John Sutter, Community Development Director TO: Anne Norris, City Manager (for September 6 meeting) DATE: August 30, 2022 SUBJECT: Consider second reading and adoption of an ordinance amending Chapter IV, Subsection 400.17 (numbering of buildings) and a resolution authorizing summary publication of the ordinance ___________________________________________________________________________________ In Crystal City Code, Chapter IV, Subsection 400.17 requiring numbering of houses and buildings, staff has determined that an update is needed for the following reasons: 1.The code implies that houses and buildings are different things, but houses are a type of building and this unnecessary distinction between houses and buildings should be eliminated. 2.For properties on alleys, the code currently does not require address numbers facing the alley in addition to numbers facing the street. This is a common requirement in other cities with alleys. The city’s Public Works Director, Police Chief and West Metro Fire Rescue District Fire Chief support requiring address numbers to be displayed facing the alley in addition to the street. 3.W hile the code requires address numbers to be large enough to be read from the street, it does not deal with the fact that vegetation or other visual obstructions may be present which obscure the numbers no matter how large. The city’s Public Works Director, Police Chief and West Metro Fire Rescue District Fire Chief support giving the Building Official the ability to require a freestanding sign with the address number to be posted near the lot line in such cases. The proposed ordinance amending Subsection 400.17 is attached. The City Council approved first reading on August 16. Two City Council actions (separate motions) are requested on September 6: Approval of second reading and adoption of the ordinance Adoption of a resolution authorizing summary publication of the ordinance COUNCIL STAFF REPORT City Code Amendment Chapter IV, Subsection 400.17 Numbering of Buildings 7.6 1 CR205-30-813861.v2 CITY OF CRYSTAL ORDINANCE #2022-____ AN ORDINANCE REVISING CHAPTER IV OF THE CRYSTAL CITY CODE REGARDING NUMBERING OF HOUSES AND BUILDINGS The City of Crystal ordains: ARTICLE I. Legislative Findings. The City Council of the City of Crystal finds and determines as follows: a. The city has an interest in ensuring emergency vehicles and others can locate and identify houses and buildings in the city. b. At times the numbered address of a house or building is obscured by vegetation or other obstruction, or is not observable from a public right-of-way. c. Chapter IV, Subsection 400.17 of the Crystal city code requires amendment to address this issue. ARTICLE II. Chapter IV, Subsection 400.17 of the Crystal city code is hereby amended by deleting the stricken material and adding the double underlined material as follows: 400.17. Numbering of houses and buildings. Subd. 1. Numbers required. The owner and each and every occupant of a house or commercial building Buildings in the city are required to have address must place on the front of each such house or commercial building, suitable house or building numbers in accordance with the instructions of the building official. The numbers must face, and be large enough to be read from, the street upon which the house or commercial building is located addressed. On lots abutting an alley, address numbers must also be placed on the building nearest the alley and meet the same requirements as for numbers facing the street. In any case where the number placed on a building is wholly or partially obscured by vegetation or other obstruction, the building official may require a freestanding sign with the building number be placed near the lot line in addition to the number placed on the building. Subd. 2. Duties of building official; enforcement. The city building official must enforce this subsection. The city building official must give the owner or occupant of any house or commercial building that does not conform with this subsection ten days written notice within which to comply with the terms of this subsection. ARTICLE III. Incorporate. City staff is authorized and directed to update the table of contents and to make such other changes as are necessary to incorporate the amendments adopted by this Ordinance into the Crystal city code. 7.6 2 CR205-30-813861.v2 ARTICLE IV. Effective Date. This ordinance is effective upon adoption and 30 days after publication. BY THE CITY COUNCIL Jim Adams, Mayor ATTEST: ____________________________ Christina Serres, City Clerk First Reading: ____________, 2022 Second Reading: __________, 2022 Council Adoption:_________, 2022 Publication: Effective Date: 7.6 1 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2022-__ RESOLUTION APPROVING SUMMARY LANGUAGE FOR PUBLICATION OF ORDINANCE NO. 2022-___ WHEREAS, the Crystal City Council adopted Ordinance No. 2022-___ “An Ordinance Revising Chapter IV of the Crystal City Code Regarding Numbering of Houses and Buildings” (“Ordinance”) at its meeting held on September 6, 2022; and WHEREAS, Section 3.12 of the Crystal City Charter and Section 110.13 of the Crystal City Code indicate that ordinances approved by the City Council will be published in summary form and that the City Council is to approve the form of the summary. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal that the following summary language is hereby approved for publication of the Ordinance: CITY OF CRYSTAL ORDINANCE NO. 2022-____ AN ORDINANCE REVISING CHAPTER IV OF THE CRYSTAL CITY CODE REGARDING NUMBERING OF HOUSES AND BUILDINGS SUMMARY OF ORDINANCE No. 2022-__ Ordinance No. 2022-__ was approved by the city council on September 6, 2022. A printed copy of the full text of the ordinance is available for public inspection in the office of the city clerk and is available on the city’s website. The above referenced ordinance amends Subsection 400.17 of the Crystal city code to generalize the requirement to place address numbers on buildings in the City, placed numbering for buildings facing alleys, and to place additional numbering if the original numbering is blocked by vegetation. A copy of the full ordinance is available on the City’s website. BE IT FINALLY RESOLVED, that the City Clerk is hereby authorized and directed to do each of the following: 1. Publish the approved summary language once in the City’s official newspaper; 2. Place a copy of this Resolution, the full text of the Ordinance, and the affidavit of publication of the summary language in the City’s ordinance book; 7.6 2 3. Make the full text of the Ordinance available for public inspection in the office of the City Clerk during the City’s regular business hours; 4. Incorporate the text of the Ordinance into the Crystal City Code; and 5. Post the updated Crystal City Code on the City’s website. Adopted this 6th day of September 2022. BY THE CITY COUNCIL _________________________________ Jim Adams, Mayor ATTEST: ________________________________ Christina Serres, City Clerk 7.6 Memorandum DATE: September 6, 2022 TO: City Council FROM: Mark Ray, PE, Director of Public Works Bill Bowman, Streets Superintendent SUBJECT: Purchase of replacement dump truck Background The 2022 Fleet Maintenance Fund includes the replacement purchase of a dump truck. The proposed tandem axle dump truck will be replacing the existing tandem axle dump truck (#109) in the public works fleet that was purchased in 2003. The Fleet Maintenance Fund has $190,000 allocated for this purchase. This truck does not plow snow but is used exclusively as a hauling truck (snow, water main break material, trees, etc.) which is why it is significantly older than the usual replacement timeline and the replacement cost is less. The Vehicle Condition Index (VCI) for the existing 109 is 34. 23 is the minimum to consider for replacement. Back on December 21, 2021 the City Council authorized the replacement purchase of this truck. In the spring of 2022 MACK (chassis manufacturer) canceled the order (presumably due to supply chain issues). We have now been able to get a quote for the same build truck (next model year) that we hope to take delivery in 2023. Because there is no buildout needed for plow equipment, that will make the build process/delivery quicker than a typical dump truck outfitted for plowing. The tandem axle dump truck chassis will be purchased off of the state contract from Nuss Truck and Equipment for $137,293 (an increase of $9,577). Truck attachments (warning lights, etc.) will be purchased off of the state contract from Towmaster Truck Equipment for $44,541. The quote approved by the Council from Towmaster is still being honored by the vendor. The total cost of the truck will be $181,834. The existing tandem axle dump truck will be sold at auction. Attachment • Quote from Nuss Truck and Equipment for the chassis Recommended Action • Motion to approve the resolution authorizing the purchase of the replacement dump truck 7.7 Price quote for:TANDEM AXLE CAB/CHASSIS Vendor Name: Contact Person: Street Address: P.O. Box: City, State, Zip Phone #: Toll Free #: Fax #: Email Address: 2013 Spec #Information Requested Answer 1.0 Make & Model 2022 MACK GRANITE 64 BR TA C.A. & W.B. dimension 189" WB, 123" CA Front Axle Location (Set Forward, Set Back) SET BACK Frame, Steel PSI 120,000 PSI Frame, Section Modulus 17.7 SM Frame, Resistance to Bending Moment 2,120,000 RBM Frame overhang length 62" AF Type of fasteners used on frame members HUCK Front bumper description Swept Back Steel Front Axle Type & Size Mack FXL12, 12,000 lbs. 800-704-0935 651-635-0928 bselvy@nussgrp.com Version of Excel used: Exhibit D: Price Schedule Nuss Truck and Equipment Brian Selvy 2195 WEST COUNTY ROAD C2 ROSEVILLE, MN 55113 612-202-7259 7.7 Front Spring length 55" Front brake size 16.5" x 5" Bendix ES165-05D Front Brake chamber size 24" U Joint Make, Model & Type (1/2 round, etc.)Meritor 17 MXL Extended Life Rear Axle Type & Size Mack SS38, 38,000 lbs. Rear brake size 16.5" x 7" Bendix ES165-07D Rear brake chamber size 30/30 Parking Brake Type & Model #Haldex/Anchorlok Front Tire Make & Size 11R22.5 14 Ply Bridgestone R283A Front Rim Size & Rating 22.5 x 8.25 7,800 lbs Rear tire make & size 11R22.5 14 PLY Bridgestone M726EL Rear rim size & rating 22.5 X 8.25 7,800 LBS Air compressor type & size Meritor/Wabco 18.7 CFM Air dryer info Meritor 1200 Engine type, HP & torque RPM 1260/LB/FT Max Torque Type of engine fan drive Drive Exhaust description cab 7.7 Starter motor Make & Model Delco 39MT-MXT Right side steering assist (Auxiliary gear, hydraulic None Transmission Make & Model, # of Speeds Eaton Fuller FRO-14210C Clutch size and # of plates 15.5" Two Plate Battery CCA, # of batteries, CCA of each battery Three Mack 650/1950 CCA Fuel tank size, shape and material 66 Gallon Alum Sleeved D-Shaped Alternator Type & Size Delco 12V 130A (24SI Brush Type) Radiator Sq in & Material Aluminum Core Type and number of horns One Mack Rectangle Air Cab ride (type of mounting)Air Ride Cab Cab size door to door, floor to ceiling 78", 62" Distance of cab floor to ground 47" Description of seats supplied with base cab & Seat, Fixed Mack Mid-Back Passenger Windshield washer nozzle location Mounted on Wiper Arm Interior package (Low, Med or Premium) Purebred - Low Does unit include cruise control Yes How is dome light activated Door & Cab Switch Steering wheel adjustment (tilt, telescoping, etc.)Tilt & Telescoping 7.7 Cab grab handle locations RH & LH Behind Door Storage pocket description Retainers with Center Mounting for CB Cab Gauges, List Temperature, Engine Oil Pressure, Dimmer switch location Turn Signal Paint description Mach White Cab & chassis warranty (time & mileage)One Year or 100,000 Miles Engine warranty (time & mileage) Two Years or 250,000 miles Transmission warranty (time & mileage)Mack - Five Years or 500,000 Miles Rear end warranty (time & mileage)Mack - Five Years or 500,000 Miles Delivery of chassis starting point Roseville, MN 55113 Estimated weight on front axle of base unit 8,421 Estimated weight on rear axle of base unit 8,077 7.7 Print Date & Time 9/1/2022 14:56 VENDOR NAME MAKE AND MODEL This section for use when ordering WB 190" CA 132"Grand Total 137,293.00$ AF 62" Rear Ratio 4.19 Cab Color White Wheel Color Alum Notes Code Spec #Description Qty 2022 Price Subtotal 1.0 Price for Base Unit:1 92,924.00$ 92,924.00$ 2.0 FRAME OPTIONS 1 AOXF3X 2.1 Front frame extension 1 886.00$ 886.00$ 12XCNX 2.2 Custom hole punching in frame 100.00$ -$ 2.3 Deduct for no front bumper (60.00)$ -$ 4YAAX 2.4 Frame fastener option (bolt or huck spun)STD 2.5 Frame, R.B.M., S.M., PSI, CT MC 2.6 2,120,000 17.7 120,000 87 - 112 CA (64.00)$ -$ MC 2.7 2,120,000 17.7 120,000 113 - 133 CA STD MC 2.8 2,120,000 17.7 120,000 134 - 152 CA 107.00$ -$ MC 2.9 2,120,000 17.7 120,000 153 - 199 CA 406.00$ -$ MC 2.10 2,120,000 17.7 120,000 200 - 236 CA 482.00$ -$ MC 2.11 2,470,000 20.6 120,000 87 - 112 CA 176.00$ -$ MC 2.12 2,470,000 20.6 120,000 113 - 133 CA 240.00$ -$ MC 2.13 2,470,000 20.6 120,000 134 - 152 CA 347.00$ -$ MC 2.14 2,470,000 20.6 120,000 153 - 199 CA 646.00$ -$ MC 2.15 2,470,000 20.6 120,000 200 - 236 CA 722.00$ -$ MC 2.16 2.820,000 23.5 120,000 87 - 112 CA 521.00$ -$ MC 2.17 2.820,000 23.5 120,000 113 - 133 CA 1 585.00$ 585.00$ MC 2.18 2.820,000 23.5 120,000 134 - 152 CA 692.00$ -$ MC 2.19 2.820,000 23.5 120,000 153 - 199 CA 991.00$ -$ MC 2.20 2.820,000 23.5 120,000 200 - 236 CA 1,067.00$ -$ MC 2.21 3,160,000 26.3 120,000 87 - 112 CA 744.00$ -$ MC 2.22 3,160,000 26.3 120,000 113 - 133 CA 808.00$ -$ MC 2.23 3,160,000 26.3 120,000 134 - 152 CA 915.00$ -$ MC 2.24 3,160,000 26.3 120,000 153 - 199 CA 1,214.00$ -$ MC 2.25 3,160,000 26.3 120,000 200 - 236 CA 1,290.00$ -$ 2.26 DOUBLE FRAME - PARTIAL IC REINFORCEMENT MC 2.27 3,230,000 26.9 120,000 87 - 112 CA 801.00$ -$ MC 2.28 3,230,000 26.9 120,000 113 - 133 CA 865.00$ -$ MC 2.29 3,230,000 26.9 120,000 134 - 152 CA 972.00$ -$ MC 2.30 3,230,000 26.9 120,000 153 - 199 CA 1,214.00$ -$ MC 2.31 3,230,000 26.9 120,000 200 - 236 CA 1,290.00$ -$ MC 2.32 3,580,000 29.8 120,000 87 - 112 CA 1,041.00$ -$ MC 2.33 3,580,000 29.8 120,000 113 - 133 CA 1,105.00$ -$ MC 2.34 3,580,000 29.8 120,000 134 - 152 CA 1,212.00$ -$ MC 2.35 3,580,000 29.8 120,000 153 - 199 CA 1,511.00$ -$ MC 2.36 3,580,000 29.8 120,000 200 - 236 CA 1,587.00$ -$ MC 2.37 3,920,000 32.7 120,000 87 - 112 CA 1,376.00$ -$ MC 2.38 3,920,000 32.7 120,000 113 - 133 CA 1,450.00$ -$ MC 2.39 3,920,000 32.7 120,000 134 - 152 CA 1,657.00$ -$ MC 2.40 3,920,000 32.7 120,000 153 - 199 CA 1,856.00$ -$ MC 2.41 3,920,000 32.7 120,000 200 - 236 CA 1,932.00$ -$ MC 2.42 4,260,000 35.5 120,000 87 - 112 CA 1,832.00$ -$ MC 2.43 4,260,000 35.5 120,000 113 - 133 CA 1,673.00$ -$ MC 2.44 4,260,000 35.5 120,000 134 - 152 CA 2,003.00$ -$ MC 2.45 4,260,000 35.5 120,000 154 - 199 CA 2,301.00$ -$ MC 2.46 4,260,000 35.5 120,000 200 - 236 CA 2,384.00$ -$ 2.47 DOUBLE FRAME - FULL IC REINFORCEMENT MC 2.48 3,230,000 26.9 120,000 87 - 112 CA 1,001.00$ -$ MC 2.49 3,230,000 26.9 120,000 113 - 133 CA 1,065.00$ -$ MC 2.50 3,230,000 26.9 120,000 134 - 152 CA 1,172.00$ -$ MC 2.51 3,230,000 26.9 120,000 153 - 199 CA 1,414.00$ -$ MC 2.52 3,230,000 26.9 120,000 200 - 236 CA 1,490.00$ -$ MC 2.53 3,580,000 29.8 120,000 87 - 112 CA 1,241.00$ -$ MC 2.54 3,580,000 29.8 120,000 113 - 133 CA 1,305.00$ -$ MC 2.55 3,580,000 29.8 120,000 134 - 152 CA 1,412.00$ -$ MC 2.56 3,580,000 29.8 120,000 153 - 199 CA 1,711.00$ -$ MC 2.57 3,580,000 29.8 120,000 200 - 236 CA 1,787.00$ -$ MC 2.58 3,580,000 29.8 120,000 87 - 112 CA 1,576.00$ -$ MC 2.59 3,580,000 29.8 120,000 113 - 133 CA 1,650.00$ -$ MC 2.60 3,580,000 29.8 120,000 134 - 152 CA 1,857.00$ -$ MC 2.61 3,580,000 29.8 120,000 153 - 199 CA 2,056.00$ -$ MC 2.62 3,580,000 29.8 120,000 200 - 236 CA 1,787.00$ -$ MC 2.63 3,920,000 32.7 120,000 87 - 112 CA 1,576.00$ -$ MC 2.64 3,920,000 32.7 120,000 113 - 133 CA 1,650.00$ -$ MC 2.65 3,920,000 32.7 120,000 134 - 152 CA 1,857.00$ -$ MC 2.66 3,920,000 32.7 120,000 153 - 199 CA 2,056.00$ -$ MC 2.67 3,920,000 32.7 120,000 200 - 236 CA 2,132.00$ -$ MC 2.68 4,260,000 35.5 120,000 87 - 112 CA 2,032.00$ -$ MC 2.69 4,260,000 35.5 120,000 113 - 133 CA 1,873.00$ -$ MC 2.70 4,260,000 35.5 120,000 134 - 152 CA 2,203.00$ -$ MC 2.71 4,260,000 35.5 120,000 153 - 199 CA 2,501.00$ -$ MC 2.72 4,260,000 35.5 120,000 200 - 236 CA 2,584.00$ -$ 2.73 TRIPLE FRAME - FULL IC REINFORCEMENT MC 2.74 5,688,000 47.4 120,000 87 - 112 CA 4,960.00$ -$ MC 2.75 5,688,000 47.4 120,000 113 - 133 CA 5,024.00$ -$ MC 2.76 5,688,000 47.4 120,000 134 - 152 CA 5,131.00$ -$ MC 2.77 5,688,000 47.4 120,000 153 - 199 CA 5,430.00$ -$ MC 2.78 5,688,000 47.4 120,000 200 - 236 CA 5,506.00$ -$ 4DXM2X 2.79 Flush bright finish channel steel 113.00$ -$ 4DXM6X 2.80 Extended stylized-silver-bright finish steel w/stone guard 1,495.00$ -$ 4DXN8X 2.81 Extended - swept back steel, bright finish with stone guard - includes center tow pin 1,139.00$ -$ 4DXR1X 2.82 Mill finish, flush mounted, unpainted aluminum 68.00$ -$ 4DXN4X 2.83 Extended swept back channel steel (includes center tow pin) w/stone guard 805.00$ -$ 5DXN5X 2.84 Extended swept back channel steel with bright finish w/painted center tow pin 620.00$ -$ 4DXN6X 2.85 Extended swept back steel channel w/bright finish 258.00$ -$ TANDEM AXLE CAB/CHASSIS Exhibit D: Price Schedule NUSS TRUCK & EQUIPMENT 2024 MACk GRANITE 64BR TA City of Crystal Updated 8/4/22 7.7 4DXM9X 2.86 Extended swept back painted steel STD 4DX16X 2.87 Flush painted steel (15.00)$ -$ 4DXP1X 2.88 Flush stainless clad aluminum 143.00$ -$ 5FXA1X 2.89 Plate type radiator guard 105.00$ -$ 5FXA2X 2.90 Bright finish plate type radiator guard 258.00$ -$ B28018 2.91 Tectyl 185 GW pigmented compound between frame rails 110.00$ -$ 281AA4 2.92 BOC crossmember, steel HD back to back channel intermediate 66.00$ -$ 281AA6 2.93 BOC & intermediate crossmember, HD I-Beam 332.00$ -$ MC 2.94 Frame rail clearance 62.00$ -$ 2.99 1 3.0 FRONT AXLE/SUSPENSION/BRAKE/OPTION 1 3.1 Set back front axle option STD 240AA6 3.2 12,000 front axle & matching suspension - Mack FXL12 STD 240AA7 3.3 14,600 front axle & matching suspension - Mack FXL14.6 771.00$ -$ 3.4 16,000 front axle and matching suspension -$ 240AA2 3.5 18,000 front axle and matching suspension - Mack FXL18 1,361.00$ -$ 240AA3 3.6 20,000 front axle and matching suspension - Mack FXL20 1 2,147.00$ 2,147.00$ 240AA5 3.7 23,000 front axle and matching suspension - Mack FXL23 2,448.00$ -$ 1KAA1X 3.8 Heavy duty front axle shocks STD 3.9 Front stabilizer bar -$ 3.10 Right hand air bag suspension per Spec 3.6, Driver controlled -$ 3.11 Left air bag suspension per Spec 3.6, Driver controlled -$ 3.12 Front axle lubrication cap with slotted venthole -$ UDXA1X 3.13 Front brake dust shields 1 18.00$ 18.00$ 245AB0 3.14 Dual front auxiliary steering gear 569.00$ -$ YHXB1X 3.15 RH spring build up for wing plow application 30.00$ -$ YHXA1X 3.16 LH spring build up for wing plow application 30.00$ -$ MOD01D 3.17 All wheel drive front axle 43,000.00$ -$ PK7137 3.18 Twin Steer Front Axle 12,612.00$ -$ 0KXB1X 3.19 Aluminum front hubs 53.00$ -$ U3XA5X 3.20 Centerfuse outboard mounted brake drums 217.00$ -$ MC 3.21 Multileaf front spring ILO taperleaf (2 leaf spring)35.00$ -$ MC 3.22 HD mulitileaf front spring ILO taperleaf (2 leaf spring)65.00$ -$ MC 3.23 HD taperleaf (3 leaf spring) ILO of taperleaf (2 leaf spring)65.00$ -$ 2410L1 3.24 Meritor EX+ Air Disc Brakes requires Meritor rear brakes 653.00$ -$ U0AB1X 3.25 Meritor front slack adjustors - Need same slack on rear axle 1.00$ -$ U0AB8X 3.26 Meritor front slack with stainless steel pins 58.00$ -$ U0AA1X 3.27 Haldex front slack adjustors - Need same slack adjustor on rear axle STD U0AA8X 3.28 Haldex front slack with stainless steel pins 1 57.00$ 57.00$ MC 3.29 Meritor front brakes ILO of Bendix - requires Meritor rear brakes 131.00$ -$ 3NBB1X 3.30 Power steering reservoir with visible sight glass 30.00$ -$ 3.99 1 4.0 4.0 TANDEM REAR AXLE/SUSPENSION/BRAKE/OPTIONS 1 MC 4.1 46,000# rear axle & matching suspension Make & Model - Mack SS462 Mack Camelback Suspension 2,240.00$ -$ MC 4.2 40,000# walking beam rear suspension and axle Make & Model - Meritor MT-40-14X4D with Hendrickson HMX400 1,558.00$ -$ MC 4.3 46,000# walking beam rear suspension and axle Make & Model Meritor RT-46-160 with Hendrickson HMX460 3,362.00$ -$ MC 4.4 40,000# air suspension and axle Make & Model Meritor MT- 40-14X4D with Mack AL461 46,000 lbs. air suspension 1,578.00$ -$ MC 4.5 46,000# air suspension and axle Make & Model Meritor RT-46- 160 with Mack AL461 46,000 lbs. air suspension 2,976.00$ -$ 4.6 Dash mounted air dump system - With air ride suspension STD MC 4.7 Driver activated differential lock on one rear axle (front axle ____ rear axle ____, check one)484.00$ -$ 254AB5 4.8 Driver activated differential lock on both front and rear axles 1 968.00$ 968.00$ MC 4.9 Driver activated differential lock on both front and rear axles, and lubrication pump and filter system 1,210.00$ -$ MC 4.10 Meritor MT-40-14X4DP, both axles driver differential lock and pump, HMX400 40,000 # walking beam suspension 2,768.00$ -$ MC 4.11 Meritor RT-46-160P, both axles driver differential lock and pump, HMX460 46,000 # walking beam suspension 4,572.00$ -$ 76AB1X 4.12 ½ round universal joints STD 195AB3 4.13 Spicer 1810 HD drive line with half round universal joints 126.00$ -$ UEX 4.14 Rear Dust Shields 1 34.00$ 34.00$ 254AB7 4.15 Driver activated differential lock on both front and rear axles with individual switches 1,102.00$ -$ 195AB0 4.16 Meritor 18 MXL extended lube 1 31.00$ 31.00$ 195AA9 4.17 Meritor 176 MXL extended lube 32.00$ -$ 195AB5 4.18 Dana-spicer SPL170XL extended lube series 453.00$ -$ 195AB6 4.19 Dana-spicer SPL250XL extended lube series 493.00$ -$ 195AB7 4.20 Dana-spicer SPL250HDXL extended lube series 502.00$ -$ 195025 4.21 Dana-spicer SPL350HDXL extended lube series 776.00$ -$ 268AB1 4.22 Mack S38R fabricated steel housing STD 268AB5 4.23 Mack SB38 fabricated steel housing -40,000 # recertification 450.00$ -$ 268AA4 4.24 Mack S40 40,000 # rear axle 450.00$ -$ 268AB4 4.25 Mack S402 40,000 # cast iron housing 1 450.00$ 450.00$ 268AA3 4.26 Mack S440 44,000# fabricated steel housing 1,350.00$ -$ 268AB6 4.27 Mack S440-46 fabricated steel housing - recertification 1,350.00$ -$ 268AA6 4.28 Mack S462 46,000# cast ductile iron housing 1,800.00$ -$ 268AA9 4.29 Mack S462R 46,000# cast ductile iron housing 1,800.00$ -$ 268AC9 4.30 Meritor 40,000# MT-40-14X4C Amboid (High Entry)765.00$ -$ 268AD0 4.31 Meritor 40,000# MT-40-14X4C Hypoid (Low Entry)765.00$ -$ 268AB7 4.32 Meritor 46,000# RT-46-160 2,163.00$ -$ 268AC1 4.33 Meritor 46,000# Rt-46-164EH 2,163.00$ -$ 268AD3 4.34 Spicer 46,000# DS405 2,628.00$ -$ 268AE0 4.35 Spicer 46,000# D46-170H 4,305.00$ -$ 1860F6 4.36 Mack SS38 Mack multileaf camelback spring without anti-sway springs (80.00)$ -$ 1860G6 4.37 Mack SS38 multileaf camelback spring with anti-sway springs STD 186AA3 4.38 Mack SSB 38 multileaf camelback spring (boost-a-load)(40.00)$ -$ 186AD2 4.39 Mack SSB 38 multileaf camelback spring 40,000# recertification 273.00$ -$ 1860H6 4.40 Mack SS40 44,000# multileaf camelback suspension without anti sway 226.00$ -$ 1860I6 4.41 Mack SS40 44,000# multileaf camelback suspension with anti sway 330.00$ -$ 186AD3 4.42 Mack SS40 44,000# multileaf camelback suspension 46,000# - recertification 228.00$ -$ 1860J6 4.43 Mack SS462 44,000# multileaf camelback suspension without anti sway 336.00$ -$ 186OK6 4.44 Mack SS462 44,000# multileaf camelback suspension with anti sway 440.00$ -$ 186AB6 4.45 Mack AL-461 46,000# air ride 813.00$ -$ 186AC6 4.46 Mack M-Ride 40 parabolic 2-leaf, 40,000# normal stiffness 959.00$ -$ 186AG6 4.47 Mack M-Ride 40 parabolic 3-leaf, 40,000# stiffer than normal 1 959.00$ 959.00$ 186AC7 4.48 Mack M-Ride 46 parabolic 3-leaf 46,000#1,289.00$ -$ 186AE5 4.49 HMX 400 Hendrickson Haulmax rubber suspension 40,000#803.00$ -$ 186AE6 4.50 HMX 460 Hendrickson Haulmax rubber suspension 46,000#1,199.00$ -$ 186AF7 4.51 Chambers 46,000# L high stability W#29 can 3,798.00$ -$ 186AE9 4.52 PAX 460 High Stability Hendrickson Primaxx Air Suspension 1,319.00$ -$ 186AF1 4.53 PAX 462 High Stability Hendrickson Primaxx Air Suspension 1,319.00$ -$ 7.7 186AF4 4.54 Neway AD-246 air ride suspension 1,825.00$ -$ 186AF5 4.55 Neway AD-252 air ride suspension 2,287.00$ -$ 3LAZ1X 4.56 Delete power divider lockout (153.00)$ -$ XZXC1X 4.57 Urethane bushing on Mack camelback suspension (58.00)$ -$ GWXACX 4.58 55" axle spacing 122.00$ -$ GWXJAX 4.59 60" axle spacing 317.00$ -$ ZAXA5X 4.60 Dual leveling valve air suspension height control 149.00$ -$ 018AA7 4.61 Mack CRDP1501/1511 with interwheel power divider - both axles 2,735.00$ -$ U4XA5X 4.62 Outboard centrifuse rear brake drums 206.00$ -$ U1AA1X 4.63 Haldex automatic rear slack adjustor STD U1AA8X 4.64 Haldex automatic rear slack adjustor with stainless steel pins 1 96.00$ 96.00$ U1AB1X 4.65 Meritor automatic rear slack adjustor 1.00$ -$ U1AB8X 4.66 Meritor automatic rear slack adjustor with stainless steel pins 231.00$ -$ U1AAAX 4.67 Haldex S-ABA slack adjustors 50.00$ -$ V1AC1X 4.68 30/36 rear brake chamber 156.00$ -$ OLXAEX 4.69 Comet aluminum hubs w/preset bearings & seals 385.00$ -$ 0LX11X 4.70 Aluminum preset rear hubs with integrated spindle nut 37.00$ -$ 1CXA3X 4.71 Chicago Rawhide (Scotseal Longlife) oil seal 59.00$ -$ 1CXE1X 4.72 National/Federal Mogul 23.00$ -$ 1CXC2X 4.73 Stemco-Grit Guard oil seals 63.00$ -$ 1CXC3X 4.74 Stemco - Guardian oil seal 31.00$ -$ 1CXC4X 4.75 Stemco (Voyager) oil seals (5.00)$ -$ 1CXA3X 4.76 Scotseal longlife rear oil seals 59.00$ -$ 253AB3 4.77 Air Disc Brake (17") H-Type - Require Air Disc Front Brakes & M-Ride 3 leaf suspension 2,430.00$ -$ 253AB8 4.78 Bendix ES165-08D, 16.5" x 8 5/8" Cast Spider - Require M-Ride suspension. N/A with dust shields 272.00$ -$ 253AA4 4.79 Meritor rear brakes - 16.5"7" Q+115.00$ -$ 253023 4.80 Meritor rear brakes - 16.5" x 8 5/8+ Q+ - N/A with dust shields 291.00$ -$ 253005 4.81 Meritor rear brakes - 16.5" x 8"+ Q+ - N/A with dust shields 213.00$ -$ 169009 4.82 13,500 lbs. Hendrickson steerable composite HLUC-2 pusher axle - includes tires and rims 9,791.00$ -$ 169010 4.83 10,000 lbs. Hendrickson steerable composite HLUC-2 pusher axle - includes tires and rims 9,791.00$ -$ 169103 4.84 20,000 lbs. Watson-Chalin steerable SL-2089 Thu Track Series pusher axle - includes tire and rims 12,381.00$ -$ 169104 4.85 13,200 lbs. Watson-Chalin steerable SL-1187 Thu Track Series pusher axle - includes tire and rims 10,173.00$ -$ 169106 4.86 20,000 lbs. Watson-Chalin non-steerable AL-2200 Atlas Series pusher axle - includes tire and rims 9,198.00$ -$ 169800 4.87 20,000 lbs. Hendrickson non - steerable composite HLM pusher axle - includes tires and rims 9,091.00$ -$ 169007 4.88 13,200 lbs. Hendrickson steerable HLUS2Z pusher axle - includes tires and rims 9,791.00$ -$ 169008 4.89 20,000 lbs. Hendrickson Paralift HLP20 steerable pusher axle - includes tires and rims 11,192.00$ -$ 202009 4.90 13,500 lbs. Hendrickson steerable composite HLUC-2 tag axle - includes tires and rims 9,791.00$ -$ 202010 4.91 10,000 lbs. Hendrickson steerable composite HLUC-2 tag axle - includes tires and rims 9,791.00$ -$ 202103 4.92 20,000 lbs. Watson-Chalin steerable SL-2089 Thu Track Series tag axle - includes tire and rims 12,381.00$ -$ 202104 4.93 13,200 lbs. Watson-Chalin steerable SL-1187 Thu Track Series tag axle - includes tire and rims 10,173.00$ -$ 202106 4.94 20,000 lbs. Watson-Chalin non-steerable AL-2200 Atlas Series tag axle - includes tire and rims 9,198.00$ -$ 202800 4.95 20,000 lbs. Hendrickson non - steerable composite HLM tag axle - includes tires and rims 9,091.00$ -$ 202007 4.96 13,200 lbs. Hendrickson steerable HLUS2Z tag axle - includes tires and rims 9,791.00$ -$ 202008 4.97 20,000 lbs. Hendrickson Paralift HLP20 steerable tag axle - includes tires and rims 11,192.00$ -$ 9GAACX 4.98 6S/6M systems sensing both rear axle wheel end sensors 440.00$ -$ 6MAC1X 4.99 Furnish Meritor wide track axle option - Need for Super Singles 1,032.00$ -$ 4.99 1 5.0 Fifth Wheel options 1 5.1 Frame end tapered and open -$ X6XB2X 5.2 Frame end tapered and closed 30.00$ -$ 330AB7 5.3 Fixed fifth wheel - Holland FW-35 684.00$ -$ 330AE7 5.4 Mechanical slide fifth wheel - Holland FW35 Travel - 24" slide 562.00$ -$ 330AH4 5.5 Air operated slide fifth wheel - Holland FW35 Travel 24" slide 986.00$ -$ 464AA5 5.6 Stainless 1/4 fenders, mounted front of tandems 109.00$ -$ 464AA2 5.7 Plastic 1/4 fenders, mounted front of tandems 110.00$ -$ WHX01X 5.8 Tractor package hookup 297.00$ -$ 7KXA3X 5.9 Behind cab deck plate 681.00$ -$ 330AB8 5.10 Holland fixed with non-tilt 5th wheel 1,385.00$ -$ 330AEF 5.11 Holland manual slide 5th wheel 537.00$ -$ 69XD3X 5.12 Mack mud flaps with brackets 98.00$ -$ 69XC3X 5.13 Betts B60 stainless steel angled mud flap brackets 161.00$ -$ 51XD1X 5.14 Hose tender & towel bar assembly 48.00$ -$ 5ZXB1X 5.15 Coiled trailer air hose 28.00$ -$ 2UAB1X 5.16 Coiled trailer electrical hose 44.00$ -$ OBS04S 5.17 Air Weight AW5800 onboard scales 963.00$ -$ 6HXBRX 5.18 Medium height 5th wheel ramp guide 192.00$ -$ 322022 5.19 Trailer hook up light 37.00$ -$ 5.99 6.0 TIRES/RIMS OPTIONS: MC 6.1 Nylon wafers or wheel guards on all wheels (10 ea.)1 44.00$ 44.00$ MC 6.2 Heavier 7500 lb. 22.5 x 8.25 Steel rims in lieu of standard 7300# rims (10 ea.) STD MC 6.3 Heavier 7500 lb. 22.5 x 8.25 Steel rims in lieu of standard 7300# rims (8 ea.) in rear only 16.00$ -$ 900AS0 6.4 11R 22.5 H front tires 39.00$ -$ 9000A0 6.5 12R 22.5 H front tires 198.00$ -$ 900AB0 6.6 9000 lb. 22.5 9” front steel rims, 315/80R 22.5 J front tires 187.00$ -$ 900AC0 6.7 10,000 lb. 22.5 9” front steel rims, 315/80R 22.5 J front tires 1 407.00$ 407.00$ 900AX0 6.8 10,500 lb. 22.5 x 12.25 front steel rims, 385/65R 22.5 J front tires 609.00$ -$ 9001W0 6.9 10,500 lb. 22.5 x 12.25 front steel rims, 425/65R 22.5 J front tires 669.00$ -$ 901AJ6 6.10 11R 22.5 H rear tires 656.00$ -$ 531AF0 6.11 7,300 lb. 24.5” x 8.25” steel front rims 5.00$ -$ 346AF5 6.12 7300 lb. 24.5” x 8.25” rear steel rims 44.00$ -$ 531AF0 6.13 8,000 lb. 24.5” x 8.25" steel front rims 10.00$ -$ 3460C6 6.14 8,000 lb. 24.5” x 8.25” steel rear rims 164.00$ -$ 9002Q0 6.15 11R 24.5 G front tires 63.00$ -$ 9002R0 6.16 11R 24.5 H front tires 105.00$ -$ 901AK7 6.17 11R 24.5 G rear tires 164.00$ -$ 901AK7 6.18 11R 24.5 H rear tires 480.00$ -$ NUS225 6.19 Steel spare rim, size 22.5 x 8.25 125.00$ -$ NUS245 6.20 Steel spare rim, size 24.5 x 8.25 148.00$ -$ NUS090 6.21 Steel spare rim, size 22.5 x 9.0 380.00$ -$ 7.7 NUS225 6.22 Steel spare rim, size 22.5 x 12.25 430.00$ -$ 900AB0 6.23 12R22.5 H front tires 439.00$ -$ 901AK2 6.24 12R 22.5 H rear tires 1,752.00$ -$ 7FXC1X 6.25 Wheel lug wrench - includes handle 48.00$ -$ 5310C1 6.26 Aluminum front wheel - 22.5 x 8.25 141.00$ -$ 531AI6 6.27 Aluminum front wheel - 24.5 x 8.25 156.00$ -$ 5310N1 6.28 Aluminum front wheel - 22.5 x 9.0 1 329.00$ 329.00$ 531AJ0 6.29 Aluminum front wheel - 22.5 x 12.25 387.00$ -$ 49AA1X 6.30 Polished aluminum front wheel 48.00$ -$ 49AB1X 6.31 Dura-bright bright finish front wheels 204.00$ -$ 49AA5X 6.32 Wheel finishing with extra polished front wheels 76.00$ -$ 346AI7 6.33 Aluminum rear wheels - 22.5 x 8.25 1 492.00$ 492.00$ 3460G6 6.34 Aluminum rear wheels - 24.5 x 8.25 600.00$ -$ 2350D5 6.35 Polished aluminum rear wheel four outboard of dual wheels 132.00$ -$ 235095 6.36 Polished aluminum rear wheel all eight (8) wheels 265.00$ -$ 2350A5 6.37 Dura-bright bright finish on all eight (8) rear wheels 1,334.00$ -$ 2350C5 6.38 Dura-bright bright finish on all four (4) outboard rear wheels 667.00$ -$ 900AA6 6.39 11R22.5 G Bridgestone M843 front tires 223.00$ -$ 900AX9 6.40 11R22.5 G Michelin XZE2 front tires 296.00$ -$ 900166 6.41 315/80R22.5 L Michelin XZA1 front tires 532.00$ -$ 900AW2 6.42 385/65R22.5 J Michelin XZY3 front tires 712.00$ -$ 900AW4 6.43 425/65R22.5 L Michelin XZY3 front tires 959.00$ -$ 901AA9 6.44 11R22.5 G Bridgestone M843 rear tires 892.00$ -$ 901BG1 6.45 11R22.5 G Michelin XDN2 rear tires 1,892.00$ -$ 901BG0 6.46 11R22.5 H Michelin XDN2 rear tires 1,964.00$ -$ 901AY7 6.47 11R22.5 G Goodyear G622RSD rear tires 2,504.00$ -$ 901AY8 6.48 11R22.5 H Goodyear G622RSD rear tires 2,672.00$ -$ 6.99 1 7.0 BRAKE SYSTEM OPTIONS:1 VHXBVX 7.1 Wabco System Saver 1200 E heated air dryer STD UWXB1X 7.2 Manual cable drain valves on air tanks with lanyard on all tanks 24.00$ -$ 7.3 Heated air tank -$ UWXE3X 7.4 Auto drain valves on air tanks 1 31.00$ 31.00$ 300AD0 7.5 MGM type TR-T rear brake chambers 50.00$ -$ 7.6 S.S. pins on slack adjuster yoke (2 ea. per yoke) For all air brake chambers -$ 7.7 Inverted rear brake chamber mounting in lieu of regular mounting -$ MC 7.8 Relocate air dryer 49.00$ -$ VHXBNX 7.9 Bendix AD9 heated air dryer 118.00$ -$ VHXBPX 7.10 Bendix AD-IP heated air dryer 164.00$ -$ VHXEAX 7.11 Meritor/Wabco system twin heated air dryer 539.00$ -$ UWXA1X 7.12 Auto heated drain valve- heated supply tank, manual petcock 42.00$ -$ UWXE1X 7.13 Auto heated drain valve- heated supply tank, with lanyard on all other tanks 72.00$ -$ U2XA1X 7.14 Aluminum air reservoirs 1 192.00$ 192.00$ U2XA2X 7.15 Polished aluminum air reservoirs 252.00$ -$ VSXD1X 7.16 Increase air capacity for installation of extra axles 289.00$ -$ 698AA7 7.17 MACK Road Stability Adv. Bendix ABS/ATC/RSA w/YAW control with mud/snow switch 1,873.00$ -$ 698AA2 7.18 Meritor/Wabco ABS system w/o automatic traction control 142.00$ -$ 698AA5 7.19 Bendix ABS system with traction control 1 270.00$ 270.00$ 698AA3 7.20 Meritor/Wabco ABS system w/auto traction control 357.00$ -$ H9CA1X 7.21 Furnish automatic traction control (ATC full disable switch)105.00$ -$ UWXB1X 7.22 Lanyard control on supply wet tank 16.00$ -$ 300AA3 7.23 Haldex "Gold Seal" brake chamber 1.00$ -$ 300AB1 7.24 Haldex "Life Seal" brake chamber STD 300AB3 7.25 MGM TR 30/30 LP3 (3" Stroke) brake chamber 105.00$ -$ 300AB5 7.26 MGM LTR (3" Stroke) brake chamber 285.00$ -$ 300AB8 7.27 MGM TR3030LP3THD 133.00$ -$ 300AE0 7.28 MGM TR-T (Tamper Resistant brake chamber) reclock inlet ports for optimum ground clearance 68.00$ -$ 300AC2 7.29 Haldex "Gold Seal" 3.0" stroke brake chamber 399.00$ -$ 3MBC1X 7.30 Electric horn sound when driver door open with park brake released 67.00$ -$ 3MBA1X 7.31 Alarm to sound when driver door open & parking brake not on 43.00$ -$ 2ZBC1X 7.32 Schreader valve located in supply tank 47.00$ -$ 2ZBA1X 7.33 Schreader valve, secondary 47.00$ -$ 1JAABX 7.34 Two (2) valve dual brake system-trailer supply and tractor-trailer park 42.00$ -$ 141ABO 7.35 Relocate all air reservoir in frame 48.00$ -$ 141OF1 7.36 Air reservoir in frame, one reservoir on the RH rail behind Cleartech 48.00$ -$ 3FBA1X 7.37 Never-seize to brake shoes pins & cam rollers 33.00$ -$ 7.99 1 8.0 ENGINE/EXHAUST AND FUEL TANKS OPTIONS:1 (List Make & Model, H.P., torque of engine and exhaust and fuel tank options) 1000T0 8.1 Mack MP7-325M 325HP@1400-1900 RPM (Peak) 2100 RPM Gov 1250 LB-FT Torque STD 1000U0 8.2 Mack MP7-355A 355HP@1500-1800 RPM (Peak) 2100 RPM Gov 1250 LB-FT Torque 481.00$ -$ 1000V0 8.3 Mack MP7-375M 375HP@1500-1900 RPM (Peak) 2100 RPM Gov 1360 LB-FT Torque 813.00$ -$ 1000W0 8.4 Mack MP7-425M 425HP@1500-1800 RPM (Peak) 2100 RPM Gov 1560 LB-FT Torque 1 1,508.00$ 1,508.00$ 1000P0 8.5 Mack MP7-345C 345HP@1450-1700 RPM (Peak) 1950 RPM Gov 1360 LB-FT Torque 300.00$ -$ 1000Q0 8.6 Mack MP7-365C 365HP@1400-1700 RPM (Peak) 1950 RPM Gov 1460 LB-FT Torque 651.00$ -$ 1000R0 8.7 Mack MP7-395A 395HP@1450-1700 RPM (Peak) 1950 RPMGov 1560 LB-FT Torque 1,112.00$ -$ 1000Z0 8.8 Mack MP7-395C 395HP@1450-1700 RPM (Peak) 1950 RPM Gov 1560 LB-FT Torque 1,112.00$ -$ 100100 8.9 Mack MP8-415C 415HP@1400-1700 RPM (Peak) 1950 RPM Gov 1660 LB-FT Torque 2,064.00$ -$ 100110 8.10 Mack MP8-445C 445HP@1300-1700 RPM (Peak) 1950 RPM Gov 1860 LB-FT Torque 2,589.00$ -$ 1001K0 8.11 Mack MP8-505C 505HP@1500-1700 RPM (Peak) 1950 RPM Gov 1860 LB-FT Torque 3,311.00$ -$ 100140 8.12 Mack MP8-425M 425HP@1500-1900 RPM (Peak) 21000 RPM Gov 1560 LB-FT Torque 2,247.00$ -$ 100150 8.13 Mack MP8-455M 455HP@1500-1900 RPM (Peak) 21000 RPM Gov 1760 LB-FT Torque 2,635.00$ -$ 100160 8.14 Mack MP8-505M 5055HP@1500-1900 RPM (Peak) 21000 RPM Gov 1860 LB-FT Torque 3,759.00$ -$ MC 8.15 Clear Back of Cab - DPF & SCR Frame Mounted , RH Side under Cab 1 114.00$ 114.00$ PK70W7 8.16 PK7-17C2 93 gallon sleeved fuel tank, 20" clearance for outrigger/wing plow 317.00$ -$ DPF0101 8.17 Cleartech, DPF RH side under cab w/SCR vertical RH side of cab 601.00$ -$ DPF0106 8.18 Cleartech with DPF vertical RH side BOC, w/SCR vertical LH side BOC 3,308.00$ -$ 130AD7 8.19 No Muffler, Single (R/S) Vertical Exhaust Cab Mounted, Lower Ventura Diffuser, Turned End 1 318.00$ 318.00$ 7.7 130AEO 8.20 No Muffler, Single (R/S) Vertical Exhaust Cab Mounted, Lower Ventura Diffuser, Plain End 318.00$ -$ 130AB5 8.21 Single (R/S) Vertical Straight Exhaust Stack Plain End (16.00)$ -$ 130AB6 8.22 Single (R/S) Vertical Straight Exhaust Stack Turned Out STD 130AB7 8.23 Single (R/S) Vertical Straight Exhaust Stack Plain End Perf Stack Diffuser 32.00$ -$ 130AC7 8.24 Single (R/S) Vertical Straight Exhaust Stack Plain End Side Outlet Diffuser 126.00$ -$ 130AC8 8.25 Single (R/S) Vertical Straight Exhaust Stack Plain Top Outlet Diffuser 126.00$ -$ 130AC3 8.26 Dual Vertical Straight Exhaust Stack Plain End - N/A with Allison Transmission 1,065.00$ -$ 130AC4 8.27 Dual Vertical Straight Exhaust Stack Turned Out End - N/A with Allison Transmission 1,091.00$ -$ 130AD1 8.28 Dual Vertical Straight Exhaust Stack Plain Side Outlet Diffuser - N/A with Allison Transmission 1,507.00$ -$ 130AD2 8.29 Dual Vertical Straight Exhaust Stack Plain Top Outlet Diffuser - N/A with Allison Transmission 1,507.00$ -$ Q0AC1X 8.30 Single, Bright finish heat shield & stack 65.00$ -$ Q0AF1X 8.31 Dual, Bright finish heat shield & stack 130.00$ -$ Q0AC2X 8.32 Single, Bright finish heat shield, stack & elbow 162.00$ -$ Q0AF2X 8.33 Dual, Bright finish heat shield, stack & elbow 344.00$ -$ Q0AC5X 8.34 Single, Bright finish stack only 50.00$ -$ Q0AF5X 8.35 Dual, Bright finish stack only 99.00$ -$ Q0AC3X 8.36 Single, Bright finish lower elbow & stack 148.00$ -$ Q0AF3X 8.37 Dual, Bright finish lower elbow & stack 294.00$ -$ Q0AC4X 8.38 Single, Bright finish heat shield only 16.00$ -$ Q0AF4X 8.39 Dual, Bright finish heat shield only 31.00$ -$ 8NAB1X 8.40 Bright finish stainless steel heat shield for frame mounted Mack Cap DPF 171.00$ -$ 288ABO 8.41 50 Gallon LH steel 22" Dia fuel tank (118.00)$ -$ 288AA2 8.42 66 Gallon LH steel 22" Dia fuel tank (96.00)$ -$ 288AA3 8.43 72 Gallon LH steel 26" Dia fuel tank (62.00)$ -$ 288AA5 8.44 88 Gallon LH steel 22" Dia fuel tank 164.00$ -$ 288AA6 8.45 93 Gallon LH steel 26" Dia fuel tank 267.00$ -$ 288AA7 8.46 116 Gallon LH steel 22" Dia fuel tank 222.00$ -$ 288AC2 8.47 50 Gallon LH aluminum 22" Dia fuel tank (64.00)$ -$ 288AB3 8.48 66 Gallon LH aluminum 22" Dia fuel tank (45.00)$ -$ 288AB4 8.49 72 Gallon LH aluminum 26" Dia fuel tank 24.00$ -$ 288AB6 8.50 88 Gallon LH aluminum 22" Dia fuel tank 231.00$ -$ 288AB7 8.51 93 Gallon LH aluminum 26" Dia fuel tank 272.00$ -$ 288AB9 8.52 116 Gallon LH aluminum 22" Dia fuel tank 292.00$ -$ 288AD2 8.53 50 Gallon LH Steel D-Shape (118.00)$ -$ 288AC5 8.54 66 Gallon LH Steel D-Shape (68.00)$ -$ 288AC7 8.55 88 Gallon LH Steel D-Shape 101.00$ -$ 288AC9 8.56 116 Gallon LH Steel D-Shape 300.00$ -$ 288AE3 8.57 50 Gallon LH Aluminum D-Shape (118.00)$ -$ 288AD5 8.58 66 Gallon LH Aluminum D-Shape (27.00)$ -$ 288AD8 8.59 88 Gallon LH Aluminum D-Shape 173.00$ -$ 288AD9 8.60 93 Gallon LH Aluminum D-Shape 195.00$ -$ 288AE0 8.61 116 Gallon LH Aluminum D-Shape 367.00$ -$ 288AF9 8.62 66 Gallon LH Steel D-Shape with Integral DEF Tank (47.00)$ -$ 288AG0 8.63 88 Gallon LH Steel D-Shape with Integral DEF Tank 213.00$ -$ 288AG1 8.64 111 Gallon LH Steel D-Shape with Integral DEF Tank 325.00$ -$ 288AF2 8.65 66 Gallon LH Aluminum D-Shape with Integral DEF Tank STD 288AF3 8.66 72 Gallon LH Aluminum D-Shape 26" Dia. with Integral DEF Tank 171.00$ -$ 288AF5 8.67 88 Gallon LH Aluminum D-Shape with Integral DEF Tank 1 240.00$ 240.00$ 288AF6 8.68 93 Gallon LH Aluminum D-Shape 26" Dia. with Integral DEF Tank 304.00$ -$ 288AF7 8.69 111 Gallon LH Aluminum D-Shape with Integral DEF Tank 378.00$ -$ 2880E8 8.70 111 & 66 Gallon Aluminum D-Shape tanks, 66 Gallon isolated for Hyd oil 839.00$ -$ 290AB0 8.71 50 Gallon RH steel 22" Dia fuel tank 503.00$ -$ 290AA2 8.72 66 Gallon RH steel 22" Dia fuel tank 529.00$ -$ 290AA5 8.73 88 Gallon RH steel 22" Dia fuel tank 814.00$ -$ 290AA7 8.74 116 Gallon RH steel 22" Dia fuel tank 871.00$ -$ 290AC1 8.75 50 Gallon RH aluminum 22" Dia fuel tank 570.00$ -$ 290AB3 8.76 66 Gallon RH aluminum 22" Dia fuel tank 593.00$ -$ 290AB6 8.77 88 Gallon RH aluminum 22" Dia fuel tank 879.00$ -$ 290AB8 8.78 116 Gallon RH aluminum 22" Dia fuel tank 849.00$ -$ 290ADO 8.79 50 Gallon RH Steel D-Shape 503.00$ -$ 290AC3 8.80 66 Gallon RH Steel D-Shape 566.00$ -$ 290AC5 8.81 88 Gallon RH Steel D-Shape 751.00$ -$ 290AH0 8.82 116 Gallon RH Steel D-Shape 950.00$ -$ 290AE1 8.83 50 Gallon RH Aluminum D-Shape 569.00$ -$ 290AD3 8.84 66 Gallon RH Aluminum D-Shape 617.00$ -$ 290AD6 8.85 88 Gallon RH Aluminum D-Shape 822.00$ -$ 290AD8 8.86 116 Gallon RH Aluminum D-Shape 1,016.00$ -$ R0AA1X 8.87 Single polished aluminum fuel tank 197.00$ -$ ROAA2X 8.88 Dual polished aluminum fuel tank 393.00$ -$ 17XAFX 8.89 Isolate RH fuel tank from fuel system for hyd oil 30.00$ -$ 12AC1X 8.90 Dual draw & return fuel system 82.00$ -$ 852082 8.91 Filter neck screen for fuel tank 71.00$ -$ KFXB1X 8.92 Lockable fuel tank cap 31.00$ -$ 8NAB1X 8.93 Bright finish DPF tank cover - Requires with bright finish tanks 171.00$ -$ U6BC1X 8.94 Bright finish DEF tank cover 29.00$ -$ 223AA2 8.95 Bright Finish Aluminum steps & stainless steel bright finish straps 189.00$ -$ 223AA3 8.96 Bright Finish Fuel Tank Straps - Single Tank 1 32.00$ 32.00$ HZXBAX 8.97 Flocs oil change system w/disconnecting fittings 114.00$ -$ HZXBEX 8.98 Engine oil drain kit, Flocs, SAE 100R2 hose 136.00$ -$ 8.99 1 9.0 ENGINE RELATED OPTIONS:1 9.1 Oil fill and dipstick EZ access -$ 132AB2 9.2 Delco 35 SI Brushless Alternator, 135 AMP 1 102.00$ 102.00$ 132AB4 9.3 Delco 24 SI Alternator, 130 AMP STD 132AB5 9.4 Delco 24 SI Alternator, 145 AMP 18.00$ -$ 132AA4 9.5 Leece-Neville Alternator, 145 AMP 70.00$ -$ 9.6 Dual element air cleaner -$ 1VAADX 9.7 Donaldson Single Stage Air cleaner per spec 12.1 1 278.00$ 278.00$ 9.8 Thumb screws for Donaldson. Single stage Air Cleaner -$ 9.9 Fuel/water separator/heated/ Thermostatically controlled, __ (Brand)-$ 9.10 Davco 382 fuel/water separator, non heated -$ 293AA2 9.11 Non-heated fuel/water separator, Mack w/manual drain valve (integral w/primary fuel filter STD HWXD1X 9.12 Coolant spin on filter/conditioner 1 47.00$ 47.00$ 183AA2 9.13 Front engine powered take off adapter and radiator cut out 103.00$ -$ 118048 9.14 Air applied fan drive, Kysor two speed K32 Duro speed fan 135.00$ -$ 9.15 Air applied fan drive, ______(Brand)-$ 118AA5 9.16 Viscous fan drive - Behr Electronically modulated STD 124AB3 9.17 Radiator hose package (Silicone) per Spec 12.2 240.00$ -$ 130AB6 9.18 Curved exhaust pipe end STD 9.19 Fuel tank per specification 12.7 -$ 7.7 5NXA1X 9.20 Engine block heater 1 65.00$ 65.00$ E8XH5X 9.21 In line fuel heater 407.00$ -$ E8XH5X 9.22 In tank fuel heater 351.00$ -$ 9.23 Fuel cooler -$ 121AA5 9.24 Radiator bug screen STD MC 9.25 Engine brake system 604.00$ -$ MC 9.26 Relocate air dryer 66.00$ -$ 119AA6 9.27 Extended life anti-freeze 1 20.00$ 20.00$ 9.28 Starter motor options -$ NCX15X 9.29 Starter motor options - Delco 39MT-MXT STD NCXD1X 9.30 Mitsubishi electric 105P planetary gear reduction 46.00$ -$ MC 9.31 Relocate fuel filter 38.00$ -$ 293AA7 9.32 Non-heated fuel/water separator, Racor 1000 FH 349.00$ -$ 124AA5 9.33 Silicone radiator & heater hose with gate valve on each heater hose 201.00$ -$ 124AC4 9.34 Silicone radiator, spring clamps on radiator & heater, 1/4 turn ball valve heater hose 212.00$ -$ 124014 9.35 Mack brand EPDM radiator & heater hoses with 1/4 turn ball valve 79.00$ -$ 124AB2 9.36 Mack brand EPDM radiator & heater hoses with constant torque clamps on all coolant lines 22.00$ -$ 132AA6 9.37 Leece-Neville Alternator, 200 AMP 464.00$ -$ 132AA7 9.38 Leece-Neville Alternator, 270 AMP 659.00$ -$ 132AA8 9.39 Leece-Neville Alternator, 160 AMP Brushless 106.00$ -$ 132AB9 9.40 Delco 24 SI Alternator, 160 AMP 54.00$ -$ 132AB6 9.41 Delco 36SI Alternator, 165A Amp Brushless 178.00$ -$ 132AB8 9.42 Delco 36SI Alternator, 165A Amp Brushless, w/remote voltage sensing 166.00$ -$ 132AA3 9.43 Leece-Neville Alternator, 140 Amp 49.00$ -$ 132AA5 9.44 Leece-Neville Alternator, 160 AMP Brush 103.00$ -$ 113AA5 9.45 Meritor/Wabco 636 (37.4 CFM) air compressor 783.00$ -$ 121AA1 9.46 Without bug screen (22.00)$ -$ 121AA8 9.47 Winterfront over radiator mtg bug screen 97.00$ -$ 121AA4 9.48 Winter front cover only 52.00$ -$ QHXC1X 9.49 Corrosion resistant oil pan - Recommended for snow plow trucks 126.00$ -$ SSOILP 9.50 Stainless steel oil pan 1 1,950.00$ 1,950.00$ 293AA3 9.51 Davco 382 heated fuel-water separator 1 387.00$ 387.00$ 293AA6 9.52 Racor fuel filter 1000 FH, 12V electrical heater with Mack integral fuel- water separator 374.00$ -$ EFXASX 9.53 120V, 1500W block heater with 150W oil pan heater wired to same receptacle 137.00$ -$ NDXA1X 9.54 Electric preheater 1 53.00$ 53.00$ 36AD1X 9.55 Tether device -furnish cap retainer for oil fill, radiator overflow tank, battery box & tool box when furnish 23.00$ -$ P9ADAX 9.56 Electric primer pump (Mack engine) with momentary switch located LH rail BOC 96.00$ -$ 416AA2 9.57 Rear engine PTO (Repto)1,817.00$ -$ 189AB8 9.58 Furnish transmission thru shaft for local installation of RMPTO for Fuller transmission (lower left)28.00$ -$ 189AB7 9.59 Provision for local installation of rear mounted PTO (lower center) includes dash mounted indicator light 159.00$ -$ TYXC1X 9.60 Air operated PTO control - includes in cab control (RMPTO only)118.00$ -$ TYXE1X 9.61 PTO switch and light with wiring and piping 156.00$ -$ TYXG3X 9.62 PTO switch and light with wiring and piping - M-Drive transmission 156.00$ -$ 9.999 1 TRANSMISSION OPTIONS:1 10.1 2 plate 14" ceramic clutch option for manual transmission -$ 133AD5 10.2 2 plate 15½" ceramic clutch option for manual transmission -$ -$ RBXA1X 10.3 External grease fitting for throw out bearing 7.00$ -$ 133AD6 10.4 Adjustment free option for 2 plate clutches 47.00$ -$ 7RXAEX 10.5 Synthetic (TranSynd) lubrication for Automatic Transmission 1 301.00$ 301.00$ 7RXB1X 10.6 Synthetic lubrication for manual transmission STD 7RXA1X 10.7 Factory option lube - transmission (56.00)$ -$ 136AX6 10.8 Allison 3000-RDS 5/6 speed push button, PTO 178.00$ -$ 136055 10.9 Allison 3000-RDS 5/6 speed push button, PTO, w/output retarder 2,278.00$ -$ 136B06 10.10 Allison 3000-EVS 6 speed push button, PTO 2,108.00$ -$ 136AP6 10.11 Allison 4000-RDS 5 speed push button, PTO 14,280.00$ -$ 136AQ6 10.12 Allison 4000-RDS 5/6 speed push button, PTO 13,776.00$ -$ 13605G 10.13 Allison 4000-RDS 6 speed push button, PTO, w/output retarder 13,536.00$ -$ 136AU6 10.14 Allison 4000-EVS 6 speed push button, PTO 14,972.00$ -$ 136AS6 10.15 Allison 4500-RDS 6 speed push button, PTO 1 13,776.00$ 13,776.00$ 13605I 10.16 Allison 4500-RDS-R 6 speed, with retarder, push button, PTO 16,776.00$ -$ 136AW6 10.17 Allison 4500-EVS 6 speed push button, PTO 14,972.00$ -$ 1360Y6 10.18 Mack TMD12AFD-HD automated 12 speed transmission (direct drive)3,718.00$ -$ 1360Z6 10.19 Mack TMD12AFD-HD automated 12 speed transmission (over drive)3,718.00$ -$ 136146 10.20 Mack TMD13AFD-HD automated 13 speed. Transmission, creeper/multi- speed reverse (direct drive)7,438.00$ -$ 136156 10.21 Mack TMD13AFD-HD automated 13 speed. Transmission, creeper/multi- speed reverse (over drive)7,438.00$ -$ 136176 10.22 Mack TMD13AFD-HD automated 14 speed. Transmission, ultra-low creeper/multi-speed reverse (over drive)7,839.00$ -$ 136AD5 10.29 Fuller FRO-14210C, 10 speed manual transmission, PTO STD 136AD6 10.30 Fuller RTO-14908LL, 10 speed manual transmission, PTO 855.00$ -$ 136AD4 10.31 Fuller FRO-15210C, 10 speed manual transmission, PTO 1,639.00$ -$ 136AD3 10.32 Fuller FRO-16210C, 10 speed manual transmission, PTO 1,298.00$ -$ 136AEO 10.33 Fuller RTO-16908LL, 10 speed manual transmission, PTO 1,585.00$ -$ 136AF8 10.34 Fuller FRO-18210C, 10 speed manual transmission, PTO 1,614.00$ -$ 136AG2 10.35 Fuller RTO-14909ALL, 11 speed manual transmission, PTO 1,390.00$ -$ 136AG1 10.36 Fuller RTO-16908ALL, 11 speed manual transmission, PTO 2,102.00$ -$ 136AF5 10.39 Fuller RTLO-16913A, 13 speed manual transmission, PTO 2,111.00$ -$ 136AF9 10.40 Fuller RTLO-18913A, 13 speed manual transmission, PTO 2,848.00$ -$ 136AD7 10.41 Fuller RTO-16915, 15 speed manual transmission, PTO 2,220.00$ -$ 136AB1 10.42 Mack T318LR21, 18 speed manual transmission, PTO 1,561.00$ -$ 136AB0 10.43 Mack T318LR, 18 speed manual transmission, PTO 1,277.00$ -$ 136AB7 10.44 Mack T318, 18 speed manual transmission, PTO 1,306.00$ -$ 136AF7 10.45 Fuller RTLO-16918B, 18 speed manual transmission, PTO 2,725.00$ -$ 136AG0 10.46 Fuller RTLO-18918B, 18 speed manual transmission, PTO 3,407.00$ -$ 1UXC1X 10.47 Air assist clutch 359.00$ -$ 1UXD1X 10.48 Mechanical clutch cable 160.00$ -$ 2XAA1X 10.49 Open grated clutch pedal 14.00$ -$ 139049 10.50 Transmission oil cooler STD 83AA1X 10.51 Driveshaft guard for center bearing 27.00$ -$ 5DAAAX 10.52 Transmission dust proofing 15.00$ -$ 492008 10.53 T-Handle shift lever for Allison - Floor mounted 203.00$ -$ MC 10.54 Allison shift to neutral when park brake engaged STD FSXWQX 10.55 3rd or 4th gear hold for Allison transmission 300.00$ -$ 139019 10.56 Stainless steel transmission coolant pipes 1 175.00$ 175.00$ I9CA1X 10.57 Allison fill tune and dip stick under hood 1 138.00$ 138.00$ RBXD1X 10.58 Remote lube fittings: clutch release, brg & both cross-shaft; mounted under LH door 50.00$ -$ 8260E6 10.59 GP1-23 Parker gear pump - requires M-Drive transmission and RMPO 425.00$ -$ 7.7 8260F6 10.60 GP1-41 Parker gear pump - requires M-Drive transmission and RMPO 434.00$ -$ 8260G6 10.61 GP1-60 Parker gear pump - requires M-Drive transmission and RMPO 548.00$ -$ 8260H6 10.62 GP1-80 Parker gear pump - requires M-Drive transmission and RMPO 588.00$ -$ 826046 10.63 F1-61R Parker gear pump - requires M-Drive transmission and RMPO 637.00$ -$ 826036 10.64 F1-81R Parker gear pump - requires M-Drive transmission and RMPO 710.00$ -$ 826056 10.65 F1-101R Parker gear pump - requires M-Drive transmission and RMPO 857.00$ -$ 10.999 1 11.0 ELECTRICAL OPTIONS:1 11.1 Resettable circuit breaker electrical protection -$ 11.2 Automatic reset circuit breakers -$ 11.3 Solid state circuit protection -$ 11.4 Circuit box under hood or end of frame, each -$ 318AA3 11.5 Battery disconnect off negative side in cab control 97.00$ -$ LLXC1X 11.6 Remote jump start terminals 111.00$ -$ 11.7 Back up alarm (Preco Factory Model)-$ LSXH1X 11.8 OEM daytime running lights STD 316AA7 11.9 3000 CCA batteries in lieu of 1950CCA 1 66.00$ 66.00$ 316AA6 11.10 3 each 650/1950 CCA batteries in lieu of 2 each batteries STD 11.11 Battery box aft of cab -$ 11.12 Grote 44710 flasher -$ 11.13 Signal Stat 935 turn signal per Spec 12.6 -$ 11.14 Auxiliary customer access circuits -$ NJXA3X 11.15 Switch for snowplow lights mounted on instrumental panel. Includes wiring terminated near headlights, for customer mounted auxiliary snowplow lights. 1 80.00$ 80.00$ 11.16 Power source terminal-2 stud type-mounted on firewall or inside cab with ground to frame rail and to starter, with 6 gauge wire.-$ 11.17 10-position switch panel mounted on instrument panel. Includes 10 lighted switches, ignition control; switches will control relays which will feed stud type junction block mounted inside cab.-$ 136SPD 11.18 Vehicle speed sensor with speed signal at fuse panel for sander ground speed control system.1 20.00$ 20.00$ 393AC4 11.19 Battery box left hand rail back of fuel tank 48.00$ -$ 4SBB1X 11.20 Battery terminal cable with tall battery terminal nuts 8.00$ -$ 3XAA1X 11.21 Dash mounted indicator body/hoist up body builder lamp 1 71.00$ 71.00$ O5AGAX 11.22 RH/LH led work light on both side of truck 113.00$ -$ L5XF1X 11.23 Polished aluminum battery box cover 1 52.00$ 52.00$ L5XL1X 11.24 Molded plastic with splash guard 29.00$ -$ L5XH1X 11.25 Painted steel battery box 23.00$ -$ L5XJ1X 11.26 Lockable steel battery box 69.00$ -$ MOXAAX 11.27 Battery shock pad 1 4.00$ 4.00$ B83083 11.28 Body Link w/cab floor pass thru hole/rubber boot 1.00$ -$ B83093 11.29 Body Link w/o cab floor pass thru hole/rubber boot STD EAXB1X 11.30 2 Extra dash mounted illuminated toggle switches 16.00$ -$ EAXA2X 11.31 One extra dash mounted rocker switch thru battery for local installed items 10.00$ -$ EAXA1X 11.32 One extra dash mounted rocker switch thru ignition for local installed items 10.00$ -$ EAXD4X 11.33 Six extra switches 2-15A ignition, 1-20A ignition, 1-10A ignition, 1- 5A battery, & 1-20A battery 111.00$ -$ EAXAUX 11.34 Eight switches - front strobe, rear strobes, wing light, wing strobe, sander light, tail gate lock, and vibrator 1 237.00$ 237.00$ 5RXA3X 11.35 Back up alarm with intermittent feature (Ambient noise sensitive)98.00$ -$ 5RXA6X 11.36 Ecco back-up alarm 575 constant sound level 74.00$ -$ 5RXA5X 11.37 Ecco back-up alarm SA917 ambient noise sensitive 1 98.00$ 98.00$ 5RXA7X 11.38 Pollak 41-722 constant audible (mounted on rear crossmember)80.00$ -$ NGXB1X 11.39 Fog lights 93.00$ -$ NGXP1X 11.40 Fog lights provisions - includes dash control & wiring for local installation of fog lights 13.00$ -$ NEXZ1X 11.41 Omit rear tail lights (38.00)$ -$ NEXD1X 11.42 Incandescent tail light module 91.00$ -$ JMXC1X 11.43 Brake lighting on with engine brake 84.00$ -$ NEXD2X 11.44 LED type tail lights 1 199.00$ 199.00$ 316046 11.45 Two Mack M/F 925/1850 CCA batteries 56.00$ -$ 316AA8 11.46 Three Mack 730/2190 CCA batteries 5.00$ -$ 316AA9 11.47 Three Mack 800 CCA AGM Long Life Batteries 263.00$ -$ 316AB2 11.48 Four Mack 1000/4000 CCA 182.00$ -$ N7XC1X 11.49 Switch in dash with wiring to cab roof, above LH & RH doors for local installation of strobe lights 32.00$ -$ N7XB3X 11.50 LED strobe beacon lights mounted on top of cab with switch on D-panel 196.00$ -$ N4AA1X 11.51 LH roof mounted spot light 71.00$ -$ 5FBB1X 11.52 Trucklite LED side marker light 102.00$ -$ 11.999 1 12.0 CAB EXTERIOR OPTIONS:1 LXXD1X 12.1 Dual electric horns 6.00$ -$ 154AC3 12.2 Air horns, dual, round, with snow shields 95.00$ -$ 154AA3 12.3 Dual rectangular air horns 72.00$ -$ 15H07H 12.4 Fender mirrors per Spec 12.4 133.00$ -$ 152AA4 12.5 Heated mirrors per Spec 12.5 -West Coast 104.00$ -$ 152AC3 12.6 Remote control for R.H. mirror & heated -Bulldog stylized mirrors 378.00$ -$ 152AC4 12.7 Remote control for dual mirrors & heated - Bulldog stylized mirrors with integral convex mirror 1 474.00$ 474.00$ 12.8 Upcharge for cab extension or larger cab -$ 12.9 Severe duty aluminum cab option -$ 944AGO 12.10 Dupont Highway orange paint or equal 31.00$ -$ 924034 12.11 Premium paint color option 233.00$ -$ 924014 12.12 Imron paint option STD 996AA3 12.13 Imron and clear coat paint option STD 950045 12.14 Top of hood painted flat black 607.00$ -$ 12.15 Cab Air Ride Suspension STD MC 12.16 Tilting hood per Spec 12.8 STD 26XA1X 12.17 Butterfly option on hood 1 413.00$ 413.00$ 12.18 Transverse hood opening w/setback axle -$ 12.19 Front fender mounted turn signals -$ 157027 12.20 Cab visor, external, painted to match cab color 1 184.00$ 184.00$ 2KXA1X 12.21 Front fender extensions 1 105.00$ 105.00$ 2HXA1X 12.22 Front fender mud flaps STD 148AA5 12.23 Arctic winter wiper blades 1 19.00$ 19.00$ JQXABX 12.24 Optional windshield washer tank 26.00$ -$ MC 12.25 Per truck charge for all trucks, key identical 20.00$ -$ Q4XACX 12.26 RH observation prism window in door 28.00$ -$ N4AA1X 12.27 Spotlight LH, RH, or roof mounted each 71.00$ -$ 243043 12.28 Front tow hooks STD 6PXZ1X 12.29 Rear tow hooks 1 22.00$ 22.00$ MC 12.30 Per truck charge for all trucks, key identical - 4 keys 39.00$ -$ 7.7 152AA5 12.31 Heated mirrors per Spec 12.5 -West Coast heated & illuminated 123.00$ -$ 152AC2 12.32 Heated mirrors per Spec 12.5 -Bulldog Stylized mirrors w/integral convex mirrors 272.00$ -$ 152AA1 12.33 Heated mirrors per Spec 12.5 -Body color aero mirror with integrated convex mirror (49.00)$ -$ 152AA8 12.34 Remote control for R.H. mirror & heated -Aerodynamic 344.00$ -$ 152AB9 12.35 Hadley/Kam 4-way mirrors with chrome steel - RH motorized & heated 214.00$ -$ 152AC5 12.36 Remote control for dual mirrors & heated - Bulldog stylized mirrors illuminated with integral convex mirror 502.00$ -$ 152AA7 12.37 Remote control for dual mirrors & heated - Aerodynamic 444.00$ -$ 152AB6 12.38 Remote control for dual mirrors & heated - Aerodynamic body color 134.00$ -$ 152AC0 12.39 Hadley/Kam 4-way mirrors with chrome steel - RH/LH both motorized & heated 252.00$ -$ Q4XACX 12.40 RH observation prism window in door 28.00$ -$ 148AA5 12.41 Heated electric wiper blades 118.00$ -$ 145AA5 12.42 Heated windshield 1 425.00$ 425.00$ WSXAAX 12.43 One piece windshield 1 83.00$ 83.00$ 145AA4 12.44 Tinted windshield and sides w/50% transmittance gray, tinted rear window 50.00$ -$ OEAA1X 12.45 Bright finish hood intake 1 16.00$ 16.00$ 400AA6 12.46 Bright finish bars with surround grille 1 240.00$ 240.00$ 400AA5 12.47 Bright finish grille 32.00$ -$ 512AA6 12.48 Bullet type chrome marker & clearance lights 1 75.00$ 75.00$ 312AB5 12.49 Led type marker & clearance lights 75.00$ -$ 7HX10X 12.50 RH tool box mounted on frame rail 221.00$ -$ 153AA3 12.51 Heated convex mirrors 34.00$ -$ 12AB1X 12.52 Electronic keyless entry 130.00$ -$ 15H02H 12.53 Bright finish RH fender mirror 67.00$ -$ 15H0GH 12.54 Bus style 1/4 round black finish fender mirrors 191.00$ -$ 157037 12.55 Stainless steel exterior sun visor 247.00$ -$ 4UAB1X 12.56 Bright Finish hood latches 89.00$ -$ 15H0NH 12.57 10" round bright finish heated fender mirrors 1 234.00$ 234.00$ 43X40X 12.58 Rect convex mirror above RH driver door window 23.00$ -$ 13.0 CAB INTERIOR OPTIONS:1 13.1 Medium grade interior trim package 004AA4 13.2 Sandstone Color with woodgrain instrument panel 292.00$ -$ 004AA5 13.3 Sandstone Color with brushed metallic instrument panel 292.00$ -$ 004AA4 13.4 Slate Gray Color with woodgrain instrument panel 292.00$ -$ 004AA5 13.5 Slate Gray Color with brushed metallic instrument panel 292.00$ -$ 13.6 Premium grade interior trim package includes power window and locks in package 004AB1 13.7 Sandstone Color with woodgrain instrument panel 1,087.00$ -$ 004AB2 13.8 Sandstone Color with brushed metallic instrument panel 1,087.00$ -$ 004AB1 13.9 Slate Gray Color with woodgrain instrument panel 1,087.00$ -$ 004AB1 13.10 Slate Gray Color with brushed metallic instrument panel 1 1,087.00$ 1,087.00$ N6XR2X 13.11 Round universal gauge package STD 146AA4 13.12 Power window, passenger side 158.00$ -$ 146AA3 13.13 Power window/both passenger and driver window 325.00$ -$ 17400N 13.14 O.E.M factory installed, AM/FM Premium stereo, CD-Player, Weatherboard, Handfree interface, Bluetooth STD 174054 13.15 O.E.M factory installed, AM/FM Premium stereo, CD-Player, Weatherband, Handfree interface, Bluetooth, Sirius/XM Satellite 157.00$ -$ 174AA2 13.16 Radio accommodation package includes antenna, power supply and two speakers (No radio)(175.00)$ -$ 17400M 13.17 O.E.M factory installed, AM/FM stereo, MP3, Weatherband, Handfree interface, Bluetooth (45.00)$ -$ 173AA4 13.18 O.E.M factory installed, air conditioning STD 13.19 Cab mounted non-resettable hour meter -$ PVXZ1X 13.20 Dash mounted air cleaner air restriction gauge - (Display in Co-Pilot only)STD N6XR2X 13.21 Transmission temp gauges STD 3CAA1X 13.22 Windshield defroster fan w/switch dash mounted 87.00$ -$ IFXC1X 13.23 Between seats mounted console 308.00$ -$ 13.24 Transmission oil sensor (check & fill)STD 1WAA1X 13.25 CB hot jacks dash mounted 13.00$ -$ XRXB1X 13.26 Tilt & telescope steering wheel STD 13.27 Tilt steering wheel -$ NPXB1X 13.28 Self canceling turn signals STD List seating options for driver and passenger seats. Use as many options as you need to offer seat variations customers have been buying. -$ 1960H6 13.29 Bostrom Talladega 915 Hi-Back air driver seat 26.00$ -$ 1960S6 13.30 Bostrom Talladega 915 wide ride Hi-Back air driver with 4 chamber air lumbar 181.00$ -$ 1960C6 13.31 Bostrom Talladega 915 Hi-Back air driver seat and air lumbar support 137.00$ -$ 1960W6 13.32 Air-Sears Atlas 70 hi-back driver seat 246.00$ -$ 1960Y6 13.33 Air-Sears Atlas 70 hi-back driver seat "Premium comfort with height adj. Air lumbar 301.00$ -$ 1960V6 13.34 Air-Sears Atlas 80 hi-back driver seat 4 chamber air lumbar 1 374.00$ 374.00$ 1960L6 13.35 National 2000 hi-back air driver seat - single chamber air lumbar, 2 position front cushion adjustable 104.00$ -$ 1960J6 13.36 National 2000 hi-back air driver seat - three chamber air lumbar, 2 position front cushion adjustable front cushion with adjustable rear cushion 199.00$ -$ 1970I7 13.37 Mack fixed rider seat mid-back with integral storage compartment 82.00$ -$ 1970J7 13.38 Mack fixed rider seat hi-back with integral storage compartment 106.00$ -$ 1970D7 13.39 Extended non suspension rider seat with seat belts (2)101.00$ -$ 1970E7 13.40 Mack fixed hi-back rider seat 44.00$ -$ 1970i7 13.41 Bostrom Talladega 900R mid-back non suspension rider seat 74.00$ -$ 1970M7 13.42 Bostrom Talladega 900R hi-back non suspension rider seat 95.00$ -$ 1970Q7 13.43 Bostrom Talladega 915 mid back air rider seat 200.00$ -$ 1970R7 13.44 Bostrom Talladega 915 hi-back air rider seat 297.00$ -$ 1970T7 13.45 Bostrom Talladega 915 hi-back air rider seat with air lumbar 297.00$ -$ 1970U7 13.46 National 2000 mid-back air rider seat 214.00$ -$ 1970V7 13.47 National 2000 hi-back air rider seat 1 250.00$ 250.00$ 1970C7 13.48 Omit rider seat (40.00)$ -$ 3PXA1X 13.49 Inboard mounted driver arm rest -$ -$ 3PXC1X 13.50 Inboard mounted rider arm rest - Air Ride Seat Only -$ -$ 4850K5 13.51 Cloth with vinyl driver & rider seat -$ -$ 0HAA1X 13.52 Driver seat dust cover -$ -$ 0HAB1X 13.53 Passenger seat dust cover - Not Available with fix passenger seat -$ -$ 4850N5 13.54 All ultra leather drive and ride set 95.00$ -$ 5920I2 13.55 Orange driver & rider seat belt 1 76.00$ 76.00$ D8XC1X 13.56 Light & buzzer for seat belt 1 35.00$ 35.00$ 2QAB1X 13.57 Push button type starter 13.00$ -$ 5870D7 13.58 Diagonal grab handle on inside of driver door 1 35.00$ 35.00$ C0J0022 13.59 Co-pilot driver display (enhanced 4.5" diagonal graphic LCD display w/4- button stalk control - includes guard dog routine maintenance monitoring STD 7.7 PFXB1X 13.60 Roadwatch ambient air temp gauge for outside and road temps - requires aero-dynamic mirrors 648.00$ -$ PFXC1X 13.61 Roadwatch ambient air temp gauge for outside and road temps without display - includes cable to D panel with 6" extra wire 967.00$ -$ PFXD1X 13.62 Roadwatch ambient air temp gauge for outside and road temps with display on dash panel 1,081.00$ -$ MC 13.63 5lb fire extinguisher between LH seat base and door with valve aimed rearward 1 66.00$ 66.00$ MC 13.64 Reflector kit parallel to inside of rider base seat 1 27.00$ 27.00$ 173AA5 13.65 Air conditioning blend air HVAC with ATC temp regulation 81.00$ -$ 173AA6 13.66 Air conditioning blend air HVAC with ATC temp regulation & APADS 1 226.00$ 226.00$ 173AA7 13.67 Air conditioning with air conditioning protection & diagnostic system (APADS)132.00$ -$ I6AA1X 13.68 Cab cleanout - includes in cab pneumatic line 1 46.00$ 46.00$ 3JAA2X 13.69 40 Channel CB Radio, 10 channel weather 205.00$ -$ 73AC1X 13.70 48" Radio antenna right side mirror mounted 4.00$ -$ 5BXB5X 13.71 48"CB Antenna left side mirror mounted 38.00$ -$ 1WAC1X 13.72 CB hot jacks mounted on the dash and in header console 17.00$ -$ 5JXAKX 13.73 CB mounting in console & external speakers 107.00$ -$ 0LAA1X 13.74 Auto shutoff for radio when truck is in reverse 47.00$ -$ N6XR2X 13.75 Exhaust pyrometer & transmission oil temperature gauges STD N6XR4X 13.76 Exhaust pyrometer, transmission oil temperature, manifold pressure and air application gauges 75.00$ -$ N6XR5X 13.77 Exhaust pyrometer, transmission oil temperature, manifold pressure and air application gauges, Air Suspension 100.00$ -$ E1AAAX 13.78 Rear Axle temperature gauge 91.00$ -$ I0XAJX 13.79 Red floor lighting w/switch plus (4) door lamps w/switches 103.00$ -$ IFXC1X 13.80 Interior storage console mounted on floor between seats w/12 volt power outlet 308.00$ -$ IFXD1X 13.81 Bodybuilder interior console mounted to floor between seats 209.00$ -$ 13.999 1 14.0 MN/DOT OPTIONS: 14.10 Additional warranty coverage per spec 12.9 -$ M510B1 14.20 Engine Plan 1 60 months 250,000 miles 1,200.00$ -$ M510F1 14.30 Engine Plan 1 72 months 250,000 miles 2,200.00$ -$ M510G1 14.40 Engine Plan 1 84 months 250,000 miles 2,520.00$ -$ M510N1 14.50 Engine Plan 1 60 months 250,000 miles - HP over 460 horses 2,000.00$ -$ M510R1 14.60 Engine Plan 1 72 months 250,000 miles - HP over 460 horses 3,300.00$ -$ M510S1 14.70 Engine Plan 1 84 months 250,000 miles - HP over 460 horses 3,800.00$ -$ M510Z1 14.80 Engine Plan 2 60 months 250,000 miles 1,900.00$ -$ M51131 14.90 Engine Plan 2 72 months 250,000 miles 3,800.00$ -$ M51141 14.10 Engine Plan 2 84 months 250,000 miles 4,300.00$ -$ M511B1 14.11 Engine Plan 2 60 months 250,000 miles - HP over 460 horses 2,950.00$ -$ M511F1 14.12 Engine Plan 2 72 months 250,000 miles - HP over 460 horses 5,675.00$ -$ 511G1 14.13 Engine Plan 2 84 months 250,000 miles - HP over 460 horses 6,450.00$ -$ M53083 14.14 Engine after-treatment systems (EATS) 60 months 250,000 miles 675.00$ -$ M530Y3 14.15 Engine after-treatment systems (EATS) 72 months 250,000 miles 825.00$ -$ M531O3 14.16 Engine after-treatment systems (EATS) 84 months 250,000 miles 950.00$ -$ M54174 14.17 M-Drive Transmission 48 months 500,000 miles 971.00$ -$ M54184 14.18 M-Drive Transmission 60 months 500,000 miles 2,067.00$ -$ M540I4 14.19 M-Drive HD Transmission 48 months 250,000 miles 775.00$ -$ M540J4 14.20 M-Drive HD Transmission 60 months 250,000 miles 1,150.00$ -$ M71051 14.21 M-Drive Clutch 48 months 250,000 395.00$ -$ M71061 14.22 M-Drive Clutch 60 months 250,000 695.00$ -$ M560A6 14.23 HVAC (Air Conditioning) 60 months 600.00$ -$ M59089 14.24 Starter 60 months 300,000 miles 203.00$ -$ M60080 14.25 Alternator 60 months 300,000 miles 231.00$ -$ M61071 14.26 Starter & Alternator 60 months 300,000 miles 315.00$ -$ 14.27 Prebuild specification meeting (per person) to be held in St. Paul/Minneapolis area. 1.00$ -$ 14.28 Pilot inspection meeting (per person). 900.00$ -$ 14.9 1 14.9 1 15.0 TRAILER TOW OPTIONS:1 WHXQ2X 15.1 Trailer tow package extended to rear of frame 317.00$ -$ WHXG6X 15.2 Trailer package extend to rear of frame per Spec 12.12 417.00$ -$ 321031 15.3 Single 7 pin SAE type, end of frame 117.00$ -$ 3210M1 15.4 Dual 7 pins standard SAE type, end of frame (1) for trailer with electric brakes, (1) for trailer with air brakes 158.00$ -$ WGXA1X 15.5 Hand control valve for trailer brakes 47.00$ -$ 15.9 1 16.0 MANUALS / TRADE-IN INTEREST FEE:1 16.1 Percent interest per month (non-compounding) on unpaid cab & chassis balance. Applies only to CPV Members. (Payable after trade-in is delivered to vendor). Percentage/per month. 1.50$ -$ 16.3 Manuals in CD form, parts repair and service, per set 500.00$ -$ 16.4 Premium Tech Tool 3,800.00$ -$ 16.9 1 17.0 Delivery Charges:1 Price per loaded mile Starting Point 17.1 Roseville, MN 55113 125 2.00$ 250.00$ 17.9 1 18.0 Maintence/ Body Shop Labor Rates Per Hour 1 18.1 Rate for Initial Inspection/Diagnostoce 167.00$ -$ 18.2 Rate for Mechanical Work 167.00$ -$ 18.3 Rate for Body Work 167.00$ -$ 1.9 1 19.0 Quantity Discounts:1 Enter the number of units that must be purchased and the corresponding discount offered to the purchaser. More than one quantity discount may be entered. 19.1 -$ 19.2 -$ 20.0 1 20 Next Model Year Upcharges 1 Enter the following Production Model Year here >>>>>>>>>1 2024 20.1 Percentage Upcharge for the following Model 2023 1 1.50%1,890.00$ 20-2 Percentage Upcharge for the following Model 2024 1 1.50%1,890.00$ 20.3 Material Surcharge 2023 1 3,200.00$ 3,200.00$ 20.4 Material Surcharge 2024 1 4,300.00$ 4,300.00$ Total Cost:137,293.00$ 7.7 RESOLUTION NO. 2022- _____ APPROVING THE PURCHASE OF A REPLACEMENT DUMP TRUCK AND ATTACHMENTS WHEREAS, the Crystal City Council is committed to providing and maintaining quality infrastructure that is essential for everyday residential, commercial, industrial, and recreational activities in the City; and WHEREAS, a dump truck is used across all public works operations; and WHEREAS, the existing dump truck scored as qualifying for replacement on the vehicle condition index; and WHEREAS, funds are allocated in the Fleet Maintenance Fund for this replacement purchase; NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves the purchase of a dump truck from Nuss Truck and Equipment for $137,293 and the truck attachments from Towmaster Truck Equipment for $44,541. BE IT FURTHER RESOLVED that the Crystal City Council hereby authorizes the sale of the existing dump truck at auction. Adopted by the Crystal City Council this 6th day of September 2022. Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 7.7 Memorandum DATE: September 6, 2022 TO: City Council FROM: Mark Ray, PE, Director of Public Works Bill Bowman, Streets Superintendent SUBJECT: Purchase of replacement dump truck Background The 2023 Fleet Maintenance Fund includes the replacement purchase of a dump truck. The proposed single axle dump truck will be replacing the existing single axle dump truck (#314) in the public works fleet that was purchased in 2012. The Fleet Maintenance Fund has $265,000 allocated for this purchase. The Vehicle Condition Index (VCI) for the existing 314 is 24. 23 is the minimum to consider for replacement. The single axle dump truck chassis will be purchased off of the state contract from Nuss Truck and Equipment for $129,004. Truck attachments (warning lights, plow equipment, etc.) will be purchased off of the state contract from Towmaster Truck Equipment for $164,538. The total cost of the truck will be $293,542 (11% over budget, which is better than anticipated). The existing single axle dump truck will be sold at auction. Attachment • Quote from Nuss Truck and Equipment for the chassis • Quote from Towmaster Truck Equipment for the attachments Recommended Action • Motion to approve the resolution authorizing the purchase of the replacement dump truck and attachments. 7.7 Price quote for:SINGLE AXLE CAB & CHASSIS Vendor Name: Contact Person: Street Address: P.O. Box: City, State, Zip Phone #: Toll Free #: Fax #: Email Address: 2013 Spec #Information Requested Answer 1.0 Make & Model 2022 MACK GRANITE 42BR SA C.A. & W.B. dimension 92" CA, 159" Wheelbase Front Axle Location (Set Forward, Set Back) Set Forward Frame, Steel PSI 120,000 PSI Frame, Section Modulus 17.7 SM Frame, Resistance to Bending Moment 2,120,000 RBM Frame overhang length 62" Type of fasteners used on frame members Huck 800-704-0935 651-635-0928 bselvy@nussgrp.com Version of Excel used: Exhibit D: Price Schedule Nuss Truck and Equipment Brian Selvy 2195 WEST COUNTY ROAD C2 ROSEVILLE, MN 55113 612-202-7259 7.7 Front bumper description Swept Back Steel Front Axle Type & Size Mack FXL12, 12,000 lbs. Front Spring length 55" Front brake size 16.5" x 5" Bendix ES165-05D Front Brake chamber size 24" U Joint Make, Model & Type (1/2 round, etc.)Meritor 17 MXL Extended Life Rear Axle Type & Size Mack RA23R Rear brake size 16.5" x 7" Bendix ES165-07D Rear brake chamber size 30/30 Parking Brake Type & Model #Haldex/Anchorlok Front Tire Make & Size 11R22.5 14 Ply Bridgestone R283A Front Rim Size & Rating 22.5 x 8.25 7,800 lbs Rear tire make & size 11R22.5 14 PLY Bridgestone M726EL Rear rim size & rating 22.5 X 8.25 7,800 LBS Air compressor type & size Meritor/Wabco 18.7 CFM Air dryer info Meritor 1200 7.7 Engine type, HP & torque @ RPM 1260/LB/FT Max Torque Type of engine fan drive g Drive Exhaust description DPF/SCR RH side under cab Starter motor Make & Model Delco 39MT-MXT Right side steering assist (Auxiliary gear, hydraulic None Transmission Make & Model, # of Speeds Eaton Fuller FRO-14210C Clutch size and # of plates 15.5" Two Plate Battery CCA, # of batteries, CCA of each battery Three Mack 650/1950 CCA Fuel tank size, shape and material Shape Alternator Type & Size Delco 12V 130A (24SI Brush Type) Radiator Sq in & Material Aluminum Core Type and number of horns One Mack Rectangle Air Cab ride (type of mounting)Air Ride Cab Cab size door to door, floor to ceiling 78", 62" Distance of cab floor to ground 47" 7.7 Description of seats supplied with base cab & g Seat, Fixed Mack Mid-Back Passenger Windshield washer nozzle location Mounted on Wiper Arm Interior package (Low, Med or Premium) Low Does unit include cruise control Yes How is dome light activated Door & Cab Switch Steering wheel adjustment (tilt, telescoping, etc.)Tilt & Telescoping Cab grab handle locations RH & LH Behind Door Storage pocket description g Retainers with Center Mounting for CB Cab Gauges, List g Temperature, Engine Oil Pressure, Dimmer switch location Turn Signal Paint description Mack White Cab & chassis warranty (time & mileage)One Year or 100,000 Miles Engine warranty (time & mileage) Two Years or 250,000 miles Transmission warranty (time & mileage)Mack - Five Years or 500,000 Miles Rear end warranty (time & mileage)Mack - Five Years or 500,000 Miles Delivery of chassis starting point Roseville, MN 55113 r 7.7 Estimated weight on front axle of base unit 6108 Estimated weight on rear axle of base unit 6816 7.7 Print Date & Time 9/1/2022 14:57 VENDOR NAME MAKE AND MODEL This section for use when ordering WB 165" CA 99"Grand Total 129,004.00$ AF 62" Rear Ratio 4.19 Cab Color White Wheel Color Alum Notes Code Spec #Description Qty 2022 Price Subtotal 1.0 Price for base unit:1 87,819.00$ 87,819.00$ 2.0 FRAME OPTIONS 1 -$ AOXF3X 2.10 Front frame extension 1 886.00$ 886.00$ 12XCNX 2.20 Custom hole punching in frame 100.00$ -$ 2.30 Deduct for no front bumper -$ 4YAAX 2.40 Frame fastener option (bolt or huck spun)1 STD 2.50 Frame, R.B.M., S.M., PSI, CT -$ MC 2.60 2,120,000 17.7 120,000 87 - 112 CA (64.00)$ -$ MC 2.70 2,120,000 17.7 120,000 113 - 133 CA STD MC 2.80 2,120,000 17.7 120,000 134 - 152 CA 107.00$ -$ MC 2.90 2,120,000 17.7 120,000 153 - 199 CA 406.00$ -$ MC 2.10 2,120,000 17.7 120,000 200 - 236 CA 482.00$ -$ MC 2.11 2,470,000 20.6 120,000 87 - 112 CA 176.00$ -$ MC 2.12 2,470,000 20.6 120,000 113 - 133 CA 240.00$ -$ MC 2.13 2,470,000 20.6 120,000 134 - 152 CA 347.00$ -$ MC 2.14 2,470,000 20.6 120,000 153 - 199 CA 646.00$ -$ MC 2.15 2,470,000 20.6 120,000 200 - 236 CA 722.00$ -$ MC 2.16 2.820,000 23.5 120,000 87 - 112 CA 1 521.00$ 521.00$ MC 2.17 2.820,000 23.5 120,000 113 - 133 CA 585.00$ -$ MC 2.18 2.820,000 23.5 120,000 134 - 152 CA 692.00$ -$ MC 2.19 2.820,000 23.5 120,000 153 - 199 CA 991.00$ -$ MC 2.20 2.820,000 23.5 120,000 200 - 236 CA 1,067.00$ -$ MC 2.21 3,160,000 26.3 120,000 87 - 112 CA 744.00$ -$ MC 2.22 3,160,000 26.3 120,000 113 - 133 CA 808.00$ -$ MC 2.23 3,160,000 26.3 120,000 134 - 152 CA 915.00$ -$ MC 2.24 3,160,000 26.3 120,000 153 - 199 CA 1,214.00$ -$ MC 2.25 3,160,000 26.3 120,000 200 - 236 CA 1,290.00$ -$ 2.26 DOUBLE FRAME - PARTIAL IC REINFORCEMENT -$ MC 2.27 3,230,000 26.9 120,000 87 - 112 CA 801.00$ -$ MC 2.28 3,230,000 26.9 120,000 113 - 133 CA 865.00$ -$ MC 2.29 3,230,000 26.9 120,000 134 - 152 CA 972.00$ -$ MC 2.30 3,230,000 26.9 120,000 153 - 199 CA 1,214.00$ -$ MC 2.31 3,230,000 26.9 120,000 200 - 236 CA 1,290.00$ -$ MC 2.32 3,580,000 29.8 120,000 87 - 112 CA 1,041.00$ -$ MC 2.33 3,580,000 29.8 120,000 113 - 133 CA 1,105.00$ -$ MC 2.34 3,580,000 29.8 120,000 134 - 152 CA 1,212.00$ -$ MC 2.35 3,580,000 29.8 120,000 153 - 199 CA 1,511.00$ -$ MC 2.36 3,580,000 29.8 120,000 200 - 236 CA 1,587.00$ -$ MC 2.37 3,920,000 32.7 120,000 87 - 112 CA 1,376.00$ -$ MC 2.38 3,920,000 32.7 120,000 113 - 133 CA 1,450.00$ -$ MC 2.39 3,920,000 32.7 120,000 134 - 152 CA 1,657.00$ -$ MC 2.40 3,920,000 32.7 120,000 153 - 199 CA 1,856.00$ -$ MC 2.41 3,920,000 32.7 120,000 200 - 236 CA 1,932.00$ -$ MC 2.42 4,260,000 35.5 120,000 87 - 112 CA 1,832.00$ -$ MC 2.43 4,260,000 35.5 120,000 113 - 133 CA 1,673.00$ -$ MC 2.44 4,260,000 35.5 120,000 134 - 152 CA 2,003.00$ -$ MC 2.45 4,260,000 35.5 120,000 154 - 199 CA 2,301.00$ -$ MC 2.46 4,260,000 35.5 120,000 200 - 236 CA 2,384.00$ -$ 2.47 DOUBLE FRAME - FULL IC REINFORCEMENT -$ MC 2.48 3,230,000 26.9 120,000 87 - 112 CA 1,001.00$ -$ MC 2.49 3,230,000 26.9 120,000 113 - 133 CA 1,065.00$ -$ MC 2.50 3,230,000 26.9 120,000 134 - 152 CA 1,172.00$ -$ MC 2.51 3,230,000 26.9 120,000 153 - 199 CA 1,414.00$ -$ MC 2.52 3,230,000 26.9 120,000 200 - 236 CA 1,490.00$ -$ MC 2.53 3,580,000 29.8 120,000 87 - 112 CA 1,241.00$ -$ MC 2.54 3,580,000 29.8 120,000 113 - 133 CA 1,305.00$ -$ MC 2.55 3,580,000 29.8 120,000 134 - 152 CA 1,412.00$ -$ MC 2.56 3,580,000 29.8 120,000 153 - 199 CA 1,711.00$ -$ MC 2.57 3,580,000 29.8 120,000 200 - 236 CA 1,787.00$ -$ MC 2.58 3,580,000 29.8 120,000 87 - 112 CA 1,576.00$ -$ MC 2.59 3,580,000 29.8 120,000 113 - 133 CA 1,650.00$ -$ MC 2.60 3,580,000 29.8 120,000 134 - 152 CA 1,857.00$ -$ MC 2.61 3,580,000 29.8 120,000 153 - 199 CA 2,056.00$ -$ MC 2.62 3,580,000 29.8 120,000 200 - 236 CA 1,787.00$ -$ MC 2.63 3,920,000 32.7 120,000 87 - 112 CA 1,576.00$ -$ MC 2.64 3,920,000 32.7 120,000 113 - 133 CA 1,650.00$ -$ MC 2.65 3,920,000 32.7 120,000 134 - 152 CA 1,857.00$ -$ MC 2.66 3,920,000 32.7 120,000 153 - 199 CA 2,056.00$ -$ MC 2.67 3,920,000 32.7 120,000 200 - 236 CA 2,132.00$ -$ MC 2.68 4,260,000 35.5 120,000 87 - 112 CA 2,032.00$ -$ MC 2.69 4,260,000 35.5 120,000 113 - 133 CA 1,873.00$ -$ MC 2.70 4,260,000 35.5 120,000 134 - 152 CA 2,203.00$ -$ MC 2.71 4,260,000 35.5 120,000 153 - 199 CA 2,501.00$ -$ MC 2.72 4,260,000 35.5 120,000 200 - 236 CA 2,584.00$ -$ Single Axle Cab & Chassis Exhibit D: Price Schedule Nuss Truck Equipmnet 2024 Mack Granite 42BR SA City of Crystal updated 8-15-22 MB 7.7 2.73 TRIPLE FRAME - FULL IC REINFORCEMENT -$ MC 2.74 5,688,000 47.4 120,000 87 - 112 CA 4,960.00$ -$ MC 2.75 5,688,000 47.4 120,000 113 - 133 CA 5,024.00$ -$ MC 2.76 5,688,000 47.4 120,000 134 - 152 CA 5,131.00$ -$ MC 2.77 5,688,000 47.4 120,000 153 - 199 CA 5,430.00$ -$ MC 2.78 5,688,000 47.4 120,000 200 - 236 CA 5,506.00$ -$ 4DXM2X 2.79 Flush bright finish channel steel 113.00$ -$ 4DXM6X 2.80 Extended stylized-silver-bright finish steel w/stone guard 1,495.00$ -$ 4DXN8X 2.81 Extended - swept back steel, bright finish with stone guard - includes center tow pin 1,139.00$ -$ 4DXR1X 2.82 Mill finish, flush mounted, unpainted aluminum 68.00$ -$ 4DXN4X 2.83 Extended swept back channel steel (includes center tow pin) w/stone guard 805.00$ -$ 5DXN5X 2.84 Extended swept back channel steel with bright finish w/painted center tow pin 620.00$ -$ 4DXN6X 2.85 Extended swept back steel channel w/bright finish 258.00$ -$ 4DXM9X 2.86 Extended swept back painted steel STD 4DX16X 2.87 Flush painted steel (15.00)$ -$ 4DXP1X 2.88 Flush stainless clad aluminum 143.00$ -$ 5FXA1X 2.89 Plate type radiator guard 105.00$ -$ 5FXA2X 2.90 Bright finish plate type radiator guard 258.00$ -$ B28018 2.91 Tectyl 185 GW pigmented compound between frame rails 110.00$ -$ 281AA4 2.92 BOC crossmember, steel HD back to back channel intermediate 66.00$ -$ 281AA6 2.93 BOC & intermediate crossmember, HD I-Beam 332.00$ -$ MC 2.94 Frame rail clearance 62.00$ -$ 2.999 1 -$ 3.0 FRONT AXLE/SUSPENSION/BRAKE/OPTION 1 -$ 3.1 Set Back axle option STD 240AA6 3.2 12,000 front axle & matching suspension - Mack FXL12 STD 240AA7 3.3 14,600 front axle & matching suspension - Mack FXL14.6 771.00$ -$ 3.4 16,000 front axle and matching suspension -$ 240AA2 3.5 18,000 front axle and matching suspension - Mack FXL18 1,361.00$ -$ 240AA3 3.6 20,000 front axle and matching suspension - Mack FXL20 1 2,147.00$ 2,147.00$ 240AA5 3.7 23,000 front axle and matching suspension - Mack FXL23 2,448.00$ -$ 1KAA1X 3.8 Heavy duty front axle shocks STD 3.9 Front stabilizer bar -$ 3.10 Right hand air bag suspension per Spec 3.6, Driver controlled -$ 3.11 Left air bag suspension per Spec 3.6, Driver controlled -$ 3.12 Front axle lubrication cap with slotted venthole -$ UDXA1X 3.13 Front brake dust shields 1 18.00$ 18.00$ 245AB0 3.14 Dual front auxiliary steering gear 569.00$ -$ YHXB1X 3.15 RH spring build up for wing plow application 30.00$ -$ YHXA1X 3.16 LH spring build up for wing plow application 30.00$ -$ MOD01D 3.17 All wheel drive front axle 43,000.00$ -$ PK7137 3.18 Twin Steer Front Axle 12,612.00$ -$ 0KXB1X 3.19 Aluminum front hubs 53.00$ -$ U3XA5X 3.20 Centerfuse outboard mounted brake drums 217.00$ -$ MC 3.21 Multileaf front spring ILO taperleaf (2 leaf spring)35.00$ -$ MC 3.22 HD mulitileaf front spring ILO taperleaf (2 leaf spring)65.00$ -$ MC 3.23 HD taperlead (3 leaf spring) ILO of taperleaf (2 leaf spring)65.00$ -$ 2410L1 3.24 Meritor EX+ Air Disc Brakes requires Meritor rear brakes 653.00$ -$ U0AB1X 3.25 Meritor front slack adjustors - Need same slack on rear axle 1.00$ -$ U0AB8X 3.26 Meritor front slack with stainless steel pins 58.00$ -$ U0AA1X 3.27 Haldex front slack adjustors - Need same slack adjustor on rear axle STD U0AA8X 3.28 Haldex front slack with stainless steel pins 1 57.00$ 57.00$ MC 3.29 Meritor front brakes ILO of Bendix - requires Meritor rear brakes 1 131.00$ 131.00$ 3NBB1X 3.30 Power steering reservoir with visible sight glass 30.00$ -$ 3.99 1 -$ 4.0 4.0 SINGLE REAR AXLE/SUSPENSION/BRAKE/OPTIONS 1 -$ 4.1 17,500# driver differential locking rear axle and matching suspension -$ 4.2 19,000# rear axle & matching suspension -$ 4.3 19,000# driver differential locking rear axle and matching suspension -$ MC 4.4 21,000# rear axle and matching suspension (110.00)$ -$ MC 4.5 21,000# driver differential locking rear axle and matching suspension 374.00$ -$ 4.6 22,000# rear axle and matching suspension -$ 4.7 22,000# driver differential locking rear axle and matching suspension -$ 252AA8 4.8 23,000# rear axle and matching suspension 181.00$ -$ MC 4.9 23,000# driver differential locking rear axle and matching suspension 665.00$ -$ 252AB2 4.10 26,000 # rear axle and matching suspension 880.00$ -$ MC 4.11 26,000 # driver differential locking rear axle and matching suspension 1,364.00$ -$ MC 4.12 Meritor RS23160 rear axle and 26,000# rear suspension, driver diff. 830.00$ -$ 4.13 17,500# air suspension in lieu of springs -$ 4.14 19,000# air suspension in lieu of springs -$ 4.15 21,000# air suspension in lieu of springs -$ 4.16 22,000# air suspension in lieu of springs -$ 260AA7 4.17 23,000# air suspension in lieu of springs 120.00$ -$ 4.18 26,000# air suspension in lieu of springs -$ ZAX99X 4.19 Dash mounted air dump system -$ -$ 76AB1X 4.20 ½ round universal joints STD 195AB3 4.21 Spicer 1810 HD drive line with half round universal joints 126.00$ -$ 4.22 Rear axle heavy duty shocks -$ 4.23 Rear auxiliary spring, 4500#-$ 4.24 Rear stabilizer bar -$ UEXA1X 4.25 Rear brake dust shield 1 18.00$ 18.00$ 252AA5 4.26 Mack RA23R 23,000 lbs rear axl2 STD 252AB1 4.27 Meritor RS-30-185 30,000 lbs rear axle 1,812.00$ -$ 252AC6 4.28 Dana-Spicer S30-190 30,000 lbs rear axle 3,209.00$ -$ 118AA5 4.29 Mack interwheel power didiver for RA23R axle 1,367.00$ -$ 018AB7 4.30 Mack CRD203 carrier 377.00$ -$ 018AB8 4.31 Mack interwheel power divider for CRD2031 axle 1,818.00$ -$ 254AB4 4.32 Driver controlled interwheel differential lock 1 484.00$ 484.00$ MC 4.33 Meritor RS23160 rear axle and 3O,000# rear suspension, driver diff. 1,050.00$ -$ 254AB3 4.34 Tractech No-Spin both axle 1,129.00$ -$ 7.7 260AK0 4.35 23,000 lbs Mack Multileaf spring with helper 130.00$ -$ 260AA4 4.36 26,000 lbs Mack Multileaf spring with helper 165.00$ -$ 260AB2 4.37 30,000 lbs Mack Multileaf spring with helper 515.00$ -$ 260AA6 4.38 30,000 lbs Mack Multileaf spring 385.00$ -$ 260AA3 4.39 38,000 lbs Mack Multileaf spring 825.00$ -$ 260AA5 4.40 21,000 lbs Mack Multileaf spring (110.00)$ -$ 260AA7 4.41 Mack AL231 air ride suspension 120.00$ -$ 260AB5 4.42 Neway 30,000 lbs AD-130 air ride suspension 1,165.00$ -$ 6MAC1X 4.43 Meritor wide track axle 516.00$ -$ R4XA1X 4.44 Lube pump and filter 242.00$ -$ 195AB0 4.45 Meritor 18 MXL extended lube 1 31.00$ 31.00$ 195AA9 4.46 Meritor 175 MXL extended lube 32.00$ -$ 195AB5 4.47 Dana-Spicer SPL170XL extended lube series 453.00$ -$ 195AB6 4.48 Dana-Spicer SPL250XL extended lube series 493.00$ -$ 195AB&4.49 Dana-Spicer SPL250DXL extended lube series 502.00$ -$ 195025 4.50 Dana-Spicer SPL350DXL extended lube series 776.00$ -$ U1AA1X 4.51 Haldex automatic rear slack adjustors 1 STD U1AA8X 4.52 Haldex automatic rear slack adjustors with stainless steel pins 1 96.00$ 96.00$ U1AB1X 4.53 Meritor automatic rear slack adjustors 1.00$ -$ U1AB8X 4.54 Meritor automatic rear slack adjustors with stainless steel pins 231.00$ -$ 253AA4 4.55 Meritor 16.5" x 7" rear brakes 1 58.00$ 58.00$ 253AA3 4.56 Meritor 18" x 7" P rear brakes 53.00$ -$ 253AA2 4.57 Meritor 16.5" x 7" P rear brakes 53.00$ -$ 253AA5 4.58 Meritor 16.5" x 7" heavy duty rear brakes 28.00$ -$ 300AA3 4.59 Haldex "Gold Seal" brake chambers 1.00$ -$ 300AB1 4.60 Haldex "Life Seal" brake chamber 1 STD 300AB3 4.61 MGM TR 30/30 LP3 (3" Stroke) brake chambers 44.00$ -$ 300AB5 4.62 MGM MODEL LTR-L3 (3" Stroke)114.00$ -$ 300AB8 4.63 MGM TR3030LP3THD 66.00$ -$ 300AD0 4.64 MGM MODEL TR-T tamper-resistant brake chamber 26.00$ -$ 300AEO 4.65 MGM MODEL TR-T tamper-resistant brake chamber - reclock inlet 43.00$ -$ 300AC2 4.66 Haldex "Gold Seal" 3.0" stroke bake chamber 159.00$ -$ U4XA5X 4.67 Centerifuse outboard brake drums 103.00$ -$ OLX11X 4.68 Aluminum preset hub with integrated spinle nut 19.00$ -$ OLXAEX 4.69 Conmet Aluminum preset bearings & seals 192.00$ -$ 1CXA3X 4.70 Chicago Rawhide (Scotseal Longlife)30.00$ -$ 1CXE1X 4.71 National/Federal Mogul 11.00$ -$ 1CXC2X 4.72 Stemco-Grit Guard 32.00$ -$ 1CXC3X 4.73 Stemco-Guardian 31.00$ -$ -$ 5.0 INTENTIONALLY LEFT BLANK:-$ 5.99 1 -$ 6.0 TIRES/RIMS OPTIONS:-$ MC 6.1 Nylon wafers or wheel guards on all wheels (10 ea.)1 44.00$ 44.00$ MC 6.2 Heavier 7500 lb. 22.5 x 8.25 Steel rims in lieu of standard 7300# rims (10 ea ) STD MC 6.3 (8 ea.) in rear only 16.00$ -$ 900AS0 6.4 11R 22.5 H front tires 39.00$ -$ 9000A0 6.5 12R 22.5 H front tires 198.00$ -$ 900AB0 6.6 9000 lb. 22.5 9” front steel rims, 315/80R 22.5 J front tires 187.00$ -$ 900AC0 6.7 10,000 lb. 22.5 9” front steel rims, 315/80R 22.5 J front tires 1 407.00$ 407.00$ 900AX0 6.8 10,500 lb. 22.5 x 12.25 front steel rims, 385/65R 22.5 J front tires 609.00$ -$ 9001W0 6.9 10,500 lb. 22.5 x 12.25 front steel rims, 425/65R 22.5 J front tires 669.00$ -$ 901AJ6 6.10 11R 22.5 H rear tires 328.00$ -$ 531AF0 6.11 7,300 lb. 24.5” x 8.25” steel front rims 5.00$ -$ 346AF5 6.12 7300 lb. 24.5” x 8.25” rear steel rims 44.00$ -$ 531AF0 6.13 8,000 lb. 24.5” x 8.25" steel front rims 10.00$ -$ 3460C6 6.14 8,000 lb. 24.5” x 8.25” steel rear rims 82.00$ -$ 9002Q0 6.15 11R 24.5 G front tires 63.00$ -$ 9002R0 6.16 11R 24.5 H front tires 105.00$ -$ 901AK7 6.17 11R 24.5 G rear tires 164.00$ -$ 901AK7 6.18 11R 24.5 H rear tires 480.00$ -$ NUS225 6.19 Steel spare rim, size 22.5 x 8.25 125.00$ -$ NUS245 6.20 Steel spare rim, size 24.5 x 8.25 148.00$ -$ NUS090 6.21 Steel spare rim, size 22.5 x 9.0 380.00$ -$ NUS225 6.22 Steel spare rim, size 22.5 x 12.25 430.00$ -$ 900AB0 6.23 12R22.5 H front tires 439.00$ -$ 901AK2 6.24 12R 22.5 H rear tires 876.00$ -$ 7FXC1X 6.25 Wheel lug wrench - includes handle 48.00$ -$ 5310C1 6.26 Aluminum front wheel - 22.5 x 8.25 141.00$ -$ 531AI6 6.27 Aluminum front wheel - 24.5 x 8.25 156.00$ -$ 5310N1 6.28 Aluminum front wheel - 22.5 x 9.0 1 329.00$ 329.00$ 531AJ0 6.29 Aluminum front wheel - 22.5 x 12.25 387.00$ -$ 49AA1X 6.30 Polished aluminum front wheel 48.00$ -$ 49AB1X 6.31 Dura-bright bright finish front wheels 204.00$ -$ 49AA5X 6.32 Wheel finishing with extra polished front wheels 76.00$ -$ 346AI7 6.33 Aluminum rear wheels - 22.5 x 8.25 1 246.00$ 246.00$ 3460G6 6.34 Aluminum rear wheels - 24.5 x 8.25 300.00$ -$ 2350D5 6.35 Polished aluminum rear wheel four outboard of dual wheels 66.00$ -$ 235095 6.36 Polished aluminum rear wheel all eight (4) wheels 133.00$ -$ 2350A5 6.37 Dura-bright bright finish on all eight (4) rear wheels 667.00$ -$ 2350C5 6.38 Dura-bright bright finish on all four (2) outboard rear wheels 334.00$ -$ 900AA6 6.39 11R22.5 G Bridgestone M843 front tires 223.00$ -$ 900AX9 6.40 11R22.5 G Michelin XZE2 front tires 296.00$ -$ 900166 6.41 315/80R22.5 L Michelin XZA1 front tires 532.00$ -$ 900AW2 6.42 385/65R22.5 J Michelin XZY3 front tires 712.00$ -$ 900AW4 6.43 425/65R22.5 L Michelin XZY3 front tires 959.00$ -$ 901AA9 6.44 11R22.5 G Bridgestone M843 rear tires 446.00$ -$ 901BG1 6.45 11R22.5 G Michelin XDN2 rear tires 946.00$ -$ 901BG0 6.46 11R22.5 H Michelin XDN2 rear tires 982.00$ -$ 901AY7 6.47 11R22.5 G Goodyear G622RSD rear tires 1,252.00$ -$ 7.7 901AY8 6.48 11R22.5 H Goodyear G622RSD rear tires 1,336.00$ -$ 6.99 1 -$ 7.0 BRAKE SYSTEM OPTIONS:1 -$ VHXBVX 7.1 Wabco System Saver 1200 E heated air dryer STD UWXB1X 7.2 Manual cable drain valves on air tanks with lanyard on all tanks 24.00$ -$ 7.3 Heated air tank -$ UWXE3X 7.4 Auto drain valves on air tanks 1 31.00$ 31.00$ 300AD0 7.5 MGM type TR-T rear brake chambers 50.00$ -$ 7.6 S.S. pins on slack adjuster yoke (2 ea. per yoke) For all air brake chambers -$ 7.7 Inverted rear brake chamber mounting in lieu of regular mounting -$ MC 7.8 Relocate air dryer 49.00$ -$ VHXBNX 7.9 Bendix AD9 heated air dryer 118.00$ -$ VHXBPX 7.10 Bendix AD-IP heated air dryer 164.00$ -$ VHXEAX 7.11 Meritor/Wabco system twin heated air dryer 539.00$ -$ UWXA1X 7.12 Auto heated drain valve- heated supply tank, manual petcock 42.00$ -$ UWXE1X 7.13 Auto heated drain valve- heated supply tank, with lanyard on all other tanks 72.00$ -$ U2XA1X 7.14 Aluminum air reservoirs 1 192.00$ 192.00$ U2XA2X 7.15 Polished aluminum air reservoirs 252.00$ -$ VSXD1X 7.16 Increase air capacity for installation of extra axles 289.00$ -$ 698AA7 7.17 MACK Road Stability Adv. Bendix ABS/ATC/RSA w/YAW control with mud/snow switch 1,873.00$ -$ 698AA2 7.18 Meritor/Wabco ABS system w/o automatic traction control 142.00$ -$ 698AA5 7.19 Bendix ABS system with traction control 1 270.00$ 270.00$ 698AA3 7.20 Meritor/Wabco ABS system w/auto traction control 357.00$ -$ H9CA1X 7.21 Furnish automatic traction control (ATC full disable switch)105.00$ -$ UWXB1X 7.22 Lanyard control on supply wet tank 16.00$ -$ 300AA3 7.23 Haldex "Gold Seal" brake chamber 1.00$ -$ 300AB1 7.24 Haldex "Life Seal" brake chamber STD 300AB3 7.25 MGM TR 30/30 LP3 (3" Stroke) brake chamber 105.00$ -$ 300AB5 7.26 MGM LTR (3" Stroke) brake chamber 285.00$ -$ 300AB8 7.27 MGM TR3030LP3THD 133.00$ -$ 300AE0 7.28 MGM TR-T (Tamper Resistant brake chamber) reclock inlet ports for optimum ground clearance 68.00$ -$ 300AC2 7.29 Haldex "Gold Seal" 3.0" stroke brake chamber 399.00$ -$ 3MBC1X 7.30 Electric horn sound when driver door open with park brake released 67.00$ -$ 3MBA1X 7.31 Alarm to sound when driver door open & parking brake not on 43.00$ -$ 2ZBC1X 7.32 Schreader valve located in supply tank 47.00$ -$ 2ZBA1X 7.33 Schreader valve, secondary 47.00$ -$ 1JAABX 7.34 Two (2) valve dual brake system-trailer supply and tractor-trailer park 42.00$ -$ 141ABO 7.35 Relocate all air reservoir in frame 48.00$ -$ 141OF1 7.36 Air reservoir in frame, one reservoir on the RH rail behind Cleartech 48.00$ -$ 3FBA1X 7.37 Never-seize to brake shoes pins & cam rollers 33.00$ -$ 7.99 1 -$ 8.0 ENGINE/EXHAUST AND FUEL TANKS OPTIONS:1 -$ ( g tank options)-$ 1000T0 8.1 @ ( ) 1250 LB-FT Torque STD 1000U0 8.2 @ ( ) 1250 LB-FT Torque 481.00$ -$ 1000V0 8.3 @ ( ) 1360 LB-FT Torque 1 813.00$ 813.00$ 1000W0 8.4 @ ( ) 1560 LB-FT Torque 1,508.00$ -$ 1000P0 8.5 @ ( ) 1360 LB-FT Torque 300.00$ -$ 1000Q0 8.6 @ ( ) 1460 LB-FT Torque 651.00$ -$ 1000R0 8.7 @ ( ) 1560 LB-FT Torque 1,112.00$ -$ 1000Z0 8.8 @ ( ) 1560 LB-FT Torque 1,112.00$ -$ 100100 8.9 @ ( ) 1660 LB-FT Torque 2,064.00$ -$ 100110 8.10 @ ( ) 1860 LB-FT Torque 2,589.00$ -$ 1001K0 8.11 @ ( ) 1860 LB-FT Torque 3,311.00$ -$ 100140 8.12 @ ( ) 1560 LB-FT Torque 2,247.00$ -$ 100150 8.13 @ ( ) 1760 LB-FT Torque 2,635.00$ -$ 100160 8.14 @ ( ) 1860 LB-FT Torque 3,759.00$ -$ MC 8.15 Clear Back of Cab - DPF & SCR Frame Mounted , RH Side under Cab 1 114.00$ 114.00$ PK70W7 8.16 PK7-17C2 93 gallon sleeved fuel tank, 20" clearance for outrigger/wing plow 317.00$ -$ DPF0101 8.17 Cleartech, DPF RH side under cab w/SCR vertical RH side of cab 601.00$ -$ DPF0106 8.18 Cleartech with DPF vertical RH side BOC, w/SCR vertical LH side BOC 3,308.00$ -$ 130AD7 8.19 g ( ) Ventura Diffuser, Turned End 1 318.00$ 318.00$ 130AEO 8.20 g ( ) Ventura Diffuser, Plain End 318.00$ -$ 130AB5 8.21 Single (R/S) Vertical Straight Exhaust Stack Plain End (16.00)$ -$ 130AB6 8.22 Single (R/S) Vertical Straight Exhaust Stack Turned Out STD 130AB7 8.23 Single (R/S) Vertical Straight Exhaust Stack Plain End Perf Stack 32.00$ -$ 130AC7 8.24 Single (R/S) Vertical Straight Exhaust Stack Plain End Side Outlet 126.00$ -$ 130AC8 8.25 Single (R/S) Vertical Straight Exhaust Stack Plain Top Outlet Diffuser 126.00$ -$ 130AC3 8.26 Dual Vertical Straight Exhaust Stack Plain End - N/A with Allison 1,065.00$ -$ 130AC4 8.27 g Transmission 1,091.00$ -$ 130AD1 8.28 g with Allison Transmission 1,507.00$ -$ 130AD2 8.29 g p with Allison Transmission 1,507.00$ -$ Q0AC1X 8.30 Single, Bright finish heat shield & stack 1 65.00$ 65.00$ Q0AF1X 8.31 Dual, Bright finish heat shield & stack 130.00$ -$ Q0AC2X 8.32 Single, Bright finish heat shield, stack & elbow 162.00$ -$ Q0AF2X 8.33 Dual, Bright finish heat shield, stack & elbow 344.00$ -$ Q0AC5X 8.34 Single, Bright finish stack only 50.00$ -$ Q0AF5X 8.35 Dual, Bright finish stack only 99.00$ -$ Q0AC3X 8.36 Single, Bright finish lower elbow & stack 148.00$ -$ Q0AF3X 8.37 Dual, Bright finish lower elbow & stack 294.00$ -$ Q0AC4X 8.38 Single, Bright finish heat shield only 16.00$ -$ Q0AF4X 8.39 Dual, Bright finish heat shield only 31.00$ -$ 8NAB1X 8.40 Bright finish stainless steel heat shield for frame mounted Mack Cap DPF 171.00$ -$ 288ABO 8.41 50 Gallon LH steel 22" Dia fuel tank (118.00)$ -$ 288AA2 8.42 66 Gallon LH steel 22" Dia fuel tank (96.00)$ -$ 288AA3 8.43 72 Gallon LH steel 26" Dia fuel tank (62.00)$ -$ 288AA5 8.44 88 Gallon LH steel 22" Dia fuel tank 164.00$ -$ 288AA6 8.45 93 Gallon LH steel 26" Dia fuel tank 267.00$ -$ 288AA7 8.46 116 Gallon LH steel 22" Dia fuel tank 222.00$ -$ 288AC2 8.47 50 Gallon LH aluminum 22" Dia fuel tank (64.00)$ -$ 7.7 288AB3 8.48 66 Gallon LH aluminum 22" Dia fuel tank (45.00)$ -$ 288AB4 8.49 72 Gallon LH aluminum 26" Dia fuel tank 24.00$ -$ 288AB6 8.50 88 Gallon LH aluminum 22" Dia fuel tank 231.00$ -$ 288AB7 8.51 93 Gallon LH aluminum 26" Dia fuel tank 272.00$ -$ 288AB9 8.52 116 Gallon LH aluminum 22" Dia fuel tank 292.00$ -$ 288AD2 8.53 50 Gallon LH Steel D-Shape (118.00)$ -$ 288AC5 8.54 66 Gallon LH Steel D-Shape (68.00)$ -$ 288AC7 8.55 88 Gallon LH Steel D-Shape 101.00$ -$ 288AC9 8.56 116 Gallon LH Steel D-Shape 300.00$ -$ 288AE3 8.57 50 Gallon LH Aluminum D-Shape (118.00)$ -$ 288AD5 8.58 66 Gallon LH Aluminum D-Shape (27.00)$ -$ 288AD8 8.59 88 Gallon LH Aluminum D-Shape 173.00$ -$ 288AD9 8.60 93 Gallon LH Aluminum D-Shape 195.00$ -$ 288AE0 8.61 116 Gallon LH Aluminum D-Shape 367.00$ -$ 288AF9 8.62 66 Gallon LH Steel D-Shape with Integral DEF Tank (47.00)$ -$ 288AG0 8.63 88 Gallon LH Steel D-Shape with Integral DEF Tank 213.00$ -$ 288AG1 8.64 111 Gallon LH Steel D-Shape with Integral DEF Tank 325.00$ -$ 288AF2 8.65 66 Gallon LH Aluminum D-Shape with Integral DEF Tank STD 288AF3 8.66 72 Gallon LH Aluminum D-Shape 26" Dia. with Integral DEF Tank 171.00$ -$ 288AF5 8.67 88 Gallon LH Aluminum D-Shape with Integral DEF Tank 240.00$ -$ 288AF6 8.68 93 Gallon LH Aluminum D-Shape 26" Dia. with Integral DEF Tank 304.00$ -$ 288AF7 8.69 111 Gallon LH Aluminum D-Shape with Integral DEF Tank 378.00$ -$ 2880E8 8.70 p y oil 839.00$ -$ 290AB0 8.71 50 Gallon RH steel 22" Dia fuel tank 503.00$ -$ 290AA2 8.72 66 Gallon RH steel 22" Dia fuel tank 529.00$ -$ 290AA5 8.73 88 Gallon RH steel 22" Dia fuel tank 814.00$ -$ 290AA7 8.74 116 Gallon RH steel 22" Dia fuel tank 871.00$ -$ 290AC1 8.75 50 Gallon RH aluminum 22" Dia fuel tank 570.00$ -$ 290AB3 8.76 66 Gallon RH aluminum 22" Dia fuel tank 593.00$ -$ 290AB6 8.77 88 Gallon RH aluminum 22" Dia fuel tank 879.00$ -$ 290AB8 8.78 116 Gallon RH aluminum 22" Dia fuel tank 849.00$ -$ 290ADO 8.79 50 Gallon RH Steel D-Shape 503.00$ -$ 290AC3 8.80 66 Gallon RH Steel D-Shape 566.00$ -$ 290AC5 8.81 88 Gallon RH Steel D-Shape 751.00$ -$ 290AH0 8.82 116 Gallon RH Steel D-Shape 950.00$ -$ 290AE1 8.83 50 Gallon RH Aluminum D-Shape 569.00$ -$ 290AD3 8.84 66 Gallon RH Aluminum D-Shape 617.00$ -$ 290AD6 8.85 88 Gallon RH Aluminum D-Shape 822.00$ -$ 290AD8 8.86 116 Gallon RH Aluminum D-Shape 1,016.00$ -$ R0AA1X 8.87 Single polished aluminum fuel tank 197.00$ -$ ROAA2X 8.88 Dual polished aluminum fuel tank 393.00$ -$ 17XAFX 8.89 Isolate RH fuel tank from fuel system for hyd oil 30.00$ -$ 12AC1X 8.90 Dual draw & return fuel system 82.00$ -$ 852082 8.91 Filter neck screen for fuel tank 71.00$ -$ KFXB1X 8.92 Lockable fuel tank cap 31.00$ -$ 8NAB1X 8.93 Bright finish DPF tank cover - Requires with bright finish tanks 171.00$ -$ U6BC1X 8.94 Bright finish DEF tank cover 29.00$ -$ 223AA2 8.95 Bright Finish Aluminum steps & stainless steel bright finish straps 189.00$ -$ 223AA3 8.96 Bright Finish Fuel Tank Straps - Single Tank 1 32.00$ 32.00$ HZXBAX 8.97 Flocs oil change system w/disconnecting fittings 114.00$ -$ HZXBEX 8.98 Engine oil drain kit, Flocs, SAE 100R2 hose 136.00$ -$ 8.99 1 -$ 9.0 ENGINE RELATED OPTIONS:1 -$ 9.1 Oil fill and dipstick EZ access -$ 132AB2 9.2 Delco 35 SI Brushless Alternator, 135 AMP 1 102.00$ 102.00$ 132AB4 9.3 Delco 24 SI Alternator, 130 AMP STD 132AB5 9.4 Delco 24 SI Alternator, 145 AMP 18.00$ -$ 132AA4 9.5 Leece-Neville Alternator, 145 AMP 70.00$ -$ 9.6 Dual element air cleaner -$ 1VAADX 9.7 Donaldson Single Stage Air cleaner per spec 12.1 1 278.00$ 278.00$ 9.8 Thumb screws for Donaldson. Single stage Air Cleaner -$ 9.9 Fuel/water separator/heated/ Thermostatically controlled, __ (Brand)-$ 9.10 Davco 382 fuel/water separator, non heated -$ 293AA2 9.11 p ( g w/primary fuel filter STD HWXD1X 9.12 Coolant spin on filter/conditioner 1 47.00$ 47.00$ 183AA2 9.13 Front engine powered take off adapter and radiator cut out 103.00$ 118048 9.14 Air applied fan drive, Kysor two speed K32 Duro speed fan 135.00$ -$ 9.15 Air applied fan drive, ______(Brand)-$ 118AA5 9.16 Viscous fan drive - Behr Electronically modulated STD \ 124AB3 9.17 Radiator hose package (Silicone) per Spec 12.2 240.00$ -$ 130AB6 9.18 Curved exhaust pipe end STD \ 9.19 Fuel tank per specification 12.7 -$ 5NXA1X 9.20 Engine block heater 1 65.00$ 65.00$ E8XH5X 9.21 In line fuel heater 407.00$ -$ E8XH5X 9.22 In tank fuel heater 351.00$ -$ 9.23 Fuel cooler -$ 121AA5 9.24 Radiator bug screen STD MC 9.25 Engine brake system 604.00$ -$ MC 9.26 Relocate air dryer 66.00$ -$ 119AA6 9.27 Extended life anti-freeze 1 20.00$ 20.00$ 9.28 Starter motor options -$ NCX15X 9.29 Starter motor options - Delco 39MT-MXT STD NCXD1X 9.30 Mitsubishi electric 105P planetary gear reduction 46.00$ -$ MC 9.31 Relocate fuel filter 38.00$ -$ 293AA7 9.32 Non-heated fuel/water separator, Racor 1000 FH 349.00$ -$ 124AA5 9.33 Silicone radiator & heater hose with gate valve on each heater hose 201.00$ -$ 124AC4 9.34 Silicone radiator, spring clamps on radiator & heater, 1/4 turn ball valve heater hose 212.00$ -$ 124014 9.35 Mack brand EPDM radiator & heater hoses with 1/4 turn ball valve 79.00$ -$ 124AB2 9.36 Mack brand EPDM radiator & heater hoses with constant torque clamps on all coolant lines 22.00$ -$ 132AA6 9.37 Leece-Neville Alternator, 200 AMP 464.00$ -$ 7.7 132AA7 9.38 Leece-Neville Alternator, 270 AMP 659.00$ -$ 132AA8 9.39 Leece-Neville Alternator, 160 AMP Brushless 106.00$ -$ 132AB9 9.40 Delco 24 SI Alternator, 160 AMP 54.00$ -$ 132AB6 9.41 Delco 36SI Alternator, 165A Amp Brushless 178.00$ -$ 132AB8 9.42 Delco 36SI Alternator, 165A Amp Brushless, w/remote voltage sensing 166.00$ -$ 132AA3 9.43 Leece-Neville Alternator, 140 Amp 49.00$ -$ 132AA5 9.44 Leece-Neville Alternator, 160 AMP Brush 103.00$ -$ 113AA5 9.45 Meritor/Wabco 636 (37.4 CFM) air compressor 783.00$ -$ 121AA1 9.46 Without bug screen (22.00)$ -$ 121AA8 9.47 Winterfront over radiator mounted bug screen 97.00$ -$ 121AA4 9.48 Winter front cover only 52.00$ -$ QHXC1X 9.49 Corrosion resistant oil pan - Recommended for snow plow trucks 126.00$ -$ SSOILP 9.50 Stainless steel oil pan 1 1,950.00$ 1,950.00$ 293AA3 9.51 Davco 382 heated fuel-water separator 1 387.00$ 387.00$ 293AA6 9.52 Racor fuel filter 1000 FH, 12V electrical heater with Mack integral fuel- water separator 374.00$ -$ EFXASX 9.53 120V, 1500W block heater with 150W oil pan heater wired to same receptacle 137.00$ -$ NDXA1X 9.54 Electric preheater 1 53.00$ 53.00$ 36AD1X 9.55 Tether device -furnish cap retainer for oil fill, radiator overflow tank, battery box & tool box when furnish 23.00$ -$ P9ADAX 9.56 Electric primer pump (Mack engine) with momentary switch located LH rail BOC 96.00$ -$ 416AA2 9.57 Rear engine PTO (Repto)1,817.00$ -$ 189AB8 9.58 Furnish transmission thru shaft for local installation of RMPTO for Fuller transmission (lower left)28.00$ -$ 189AB7 9.59 Provision for local installation of rear mounted PTO (lower center) includes dash mounted indicator light 159.00$ -$ TYXC1X 9.60 Air operated PTO control - includes in cab control (RMPTO only)118.00$ -$ TYXE1X 9.61 PTO switch and light with wiring and piping 156.00$ -$ TYXG3X 9.62 PTO switch and light with wiring and piping - M-Drive transmission 156.00$ -$ 9.99 1 -$ TRANSMISSION OPTIONS:1 -$ 10.0 ( transmission options. List make and model, # of speeds, type of -$ 10.1 2 plate 14" ceramic clutch option for manual transmission -$ 133AD5 10.2 2 plate 15½" ceramic clutch option for manual transmission -$ -$ RBXA1X 10.3 External grease fitting for throw out bearing 7.00$ -$ 133AD6 10.4 Adjustment free option for 2 plate clutches 47.00$ -$ 7RXAEX 10.5 Synthetic (TranSynd) lubrication for Automatic Transmission 1 301.00$ 301.00$ 7RXB1X 10.6 Synthetic lubrication for manual transmission STD 7RXA1X 10.7 Factory option lube - transmission (56.00)$ -$ 136AX6 10.8 Allison 3000-RDS 5/6 speed push button, PTO 178.00$ -$ 136055 10.9 Allison 3000-RDS 5/6 speed push button, PTO, w/output retarder 2,278.00$ -$ 136B06 10.10 Allison 3000-EVS 6 speed push button, PTO 8,108.00$ -$ 136AP6 10.11 Allison 4000-RDS 5 speed push button, PTO 14,280.00$ -$ 136AQ6 10.12 Allison 4000-RDS 5/6 speed push button, PTO 13,776.00$ -$ 13605G 10.13 Allison 4000-RDS 6 speed push button, PTO, w/output retarder 13,536.00$ -$ 136AU6 10.14 Allison 4000-EVS 6 speed push button, PTO 14,972.00$ -$ 136AS6 10.15 Allison 4500-RDS-R 6 speed, PTO 1 13,776.00$ 13,776.00$ 13605I 10.16 Allison 4500-RDS-R 6 speed, with retarder, push button, PTO 16,776.00$ -$ 136AW6 10.17 Allison 4500-EVS 6 speed push button, PTO 14,972.00$ -$ 1360Y6 10.18 Mack TMD12AFD-HD automated 12 speed transmission (direct drive)3,718.00$ -$ 1360Z6 10.19 Mack TMD12AFD-HD automated 12 speed transmission (over drive)3,718.00$ -$ 136146 10.20 p creeper/multi-speed reverse (direct drive)7,438.00$ -$ 136156 10.21 p creeper/multi-speed reverse (over drive)7,438.00$ 136AD5 10.29 Fuller FRO-14210C, 10 speed manual transmission, PTO STD 136AD6 10.30 Fuller RTO-14908LL, 10 speed manual transmission, PTO 855.00$ -$ 136AD4 10.31 Fuller FRO-15210C, 10 speed manual transmission, PTO 1,639.00$ -$ 136AD3 10.32 Fuller FRO-16210C, 10 speed manual transmission, PTO 1,298.00$ -$ 136AEO 10.33 Fuller RTO-16908LL, 10 speed manual transmission, PTO 1,585.00$ -$ 136AF8 10.34 Fuller FRO-18210C, 10 speed manual transmission, PTO 1,614.00$ -$ 136AG2 10.35 Fuller RTO-14909ALL, 11 speed manual transmissin, PTO 1,390.00$ -$ 136AG1 10.36 Fuller RTO-16908ALL, 11 spd manual transmissin, PTO 2,102.00$ -$ 136AF5 10.39 Fuller RTLO-16913A, 13 speed manual transmission, PTO 2,111.00$ -$ 136AF9 10.40 Fuller RTLO-18913A, 13 speed manual transmission, PTO 2,848.00$ -$ 136AD7 10.41 Fuller RTO-16915, 15 speed manual transmissin, PTO 2,220.00$ -$ 136AB1 10.42 Mack T318LR21, 18 speed manual transmission, PTO 1,561.00$ -$ 136AB0 10.43 Mack T318LR, 18 speed manual transmission, PTO 1,277.00$ -$ 136AB7 10.44 Mack T318, 18 speed manual transmission, PTO 1,306.00$ -$ 136AF7 10.45 Fuller RTLO-16918B, 18 speed manual transmissin, PTO 2,725.00$ -$ 136AG0 10.46 Fuller RTLO-18918B, 18 speed manual transmission, PTO 3,407.00$ -$ 1UXC1X 10.47 Air assist clutch 359.00$ -$ 1UXD1X 10.48 Mechanical clutch cable 160.00$ -$ 2XAA1X 10.49 Open grated clutch pedal 14.00$ -$ 139049 10.50 Transmission oil cooler STD 83AA1X 10.51 Driveshaft guard for center bearing 27.00$ -$ 5DAAAX 10.52 Transmission dust proofing 15.00$ -$ 492008 10.53 T-Handle shift lever for Allison - Floor mounted 203.00$ -$ MC 10.54 Allison shift to neutral when park brake engaged STD FSXWQX 10.55 3rd or 4th gear hold for Allison transmission 300.00$ -$ 139019 10.56 Stainless steel transmission coolant pipes 1 175.00$ 175.00$ I9CA1X 10.57 Allison fill tune and dip stick under hood 1 138.00$ 138.00$ RBXD1X 10.58 g g under LH door 50.00$ -$ 8260E6 10.59 GP1-23 Parker gear pump - requires M-Drive transmission and RMPO 425.00$ -$ 8260F6 10.60 GP1-41 Parker gear pump - requires M-Drive transmission and RMPO 434.00$ -$ 8260G6 10.61 GP1-60 Parker gear pump - requires M-Drive transmission and RMPO 548.00$ -$ 8260H6 10.62 GP1-80 Parker gear pump - requires M-Drive transmission and RMPO 588.00$ -$ 826046 10.63 F1-61R Parker gear pump - requires M-Drive transmission and RMPO 637.00$ -$ 826036 10.64 F1-81R Parker gear pump - requires M-Drive transmission and RMPO 710.00$ -$ 826056 10.65 g p p q RMPO 857.00$ -$ 10.999 1 -$ -$ 11.0 ELECTRICAL OPTIONS:1 -$ 11.1 Resettable circuit breaker electrical protection -$ 11.2 Automatic reset circuit breakers -$ 11.3 Solid state circuit protection -$ 7.7 11.4 Circuit box under hood or end of frame, each -$ 318AA3 11.5 Battery disconnect off negative side in cab control 97.00$ LLXC1X 11.6 Remote jump start terminals 111.00$ -$ 11.7 Back up alarm (Preco Factory Model)-$ LSXH1X 11.8 OEM daytime running lights STD 316AA7 11.9 3000 CCA batteries in lieu of 1950CCA 1 66.00$ 66.00$ 316AA6 11.10 3 each 650/1950 CCA batteries in lieu of 2 each batteries STD 11.11 Battery box aft of cab -$ 11.12 Grote 44710 flasher -$ 11.13 Signal Stat 935 turn signal per Spec 12.6 -$ 11.14 Auxiliary customer access circuits -$ NJXA3X 11.15 Switch for snowplow lights mounted on instrumental panel. Includes wiring terminated near headlights for customer mounted auxiliary 1 80.00$ 80.00$ 11.16 Power source terminal-2 stud type-mounted on firewall or inside cab with ground to frame rail and to starter with 6 gauge wire -$ 11.17 10-position switch panel mounted on instrument panel. Includes 10 lighted switches ignition control; switches will control relays which will -$ 136SPD 11.18 Vehicle speed sensor with speed signal at fuse panel for sander ground speed control system 1 20.00$ 20.00$ 393AC4 11.19 Battery box left hand rail back of fuel tank 48.00$ -$ 4SBB1X 11.20 Battery terminal cable with tall battery terminal nuts 8.00$ -$ 3XAA1X 11.21 Dash mounted indicator body/hoist up body builder lamp 1 71.00$ 71.00$ O5AGAX 11.22 RH/LH led work light on both side of truck 113.00$ -$ L5XF1X 11.23 Polished aluminum battery box cover 1 52.00$ 52.00$ L5XL1X 11.24 Molded plastic with splash guard 29.00$ -$ L5XH1X 11.25 Painted steel battery box 23.00$ -$ L5XJ1X 11.26 Lockable steel battery box 69.00$ -$ MOXAAX 11.27 Battery shock pad 1 4.00$ 4.00$ B83083 11.28 Body Link w/cab floor pass thru hole/rubber boot 1.00$ -$ B83093 11.29 Body Link w/o cab floor pass thru hole/rubber boot STD EAXB1X 11.30 2 Extra dash mounted illuminated toggle switches 16.00$ -$ EAXA2X 11.31 One extra dash mounted rocker switch thru battery for local installed 10.00$ -$ EAXA1X 11.32 One extra dash mounted rocker switch thru ignition for local installed 10.00$ -$ EAXD4X 11.33 g g g battery, & 1-20A battery 111.00$ -$ EAXAUX 11.34 g g g g sander light, tail gate lock, and vibrator 1 237.00$ 237.00$ 5RXA3X 11.35 Back up alarm with intermittent feature (Ambient noise sensitive)98.00$ -$ 5RXA6X 11.36 Ecco back-up alarm 575 constant sound level 74.00$ -$ 5RXA5X 11.37 Ecco back-up alarm SA917 ambient noise sensitive 1 98.00$ 98.00$ 5RXA7X 11.38 Pollak 41-722 constant audible (mounted on rear crossmember)80.00$ -$ NGXB1X 11.39 Fog lights 93.00$ -$ NGXP1X 11.40 Fog lights provisions - includes dash control & wiring for local 13.00$ -$ NEXZ1X 11.41 Omit rear tail lights (38.00)$ -$ NEXD1X 11.42 Incandescent tail light module 91.00$ -$ JMXC1X 11.43 Brake lighting on with engine brake 84.00$ -$ NEXD2X 11.44 LED type tail lights 1 199.00$ 199.00$ 316046 11.45 Two Mack M/F 925/1850 CCA batteries 56.00$ -$ 316AA8 11.46 Three Mack 730/2190 CCA batteries 5.00$ -$ 316AA9 11.47 Three Mack 800 CCA AGM Long Life Batteries 263.00$ -$ 316AB2 11.48 Four Mack 1000/4000 CCA 182.00$ -$ N7XC1X 11.49 g installation of strobe lights 32.00$ -$ N7XB3X 11.50 g p panel 196.00$ -$ N4AA1X 11.51 LH roof mounted spot light 71.00$ -$ 5FBB1X 11.52 Trucklite LED side marker light 102.00$ -$ 11.999 1 -$ 12.0 CAB EXTERIOR OPTIONS:-$ LXXD1X 12.1 Dual electric horns 6.00$ -$ 154AC3 12.2 Air horns, dual, round, with snow shields 95.00$ -$ 154AA3 12.3 Dual rectangular air horns 72.00$ -$ 15H07H 12.4 Fender mirrors per Spec 12.4 133.00$ -$ 152AA4 12.5 Heated mirrors per Spec 12.5 -West Coast 104.00$ -$ 152AC3 12.6 Remote control for R.H. mirror & heated -Bulldog stylized mirrors 378.00$ -$ 152AC4 12.7 Remote control for dual mirrors & heated - Bulldog stylized mirrors with integral convex mirror 1 474.00$ 474.00$ 12.8 Upcharge for cab extension or larger cab -$ 12.9 Severe duty aluminum cab option -$ 944AGO 12.10 Dupont Highway orange paint or equal 31.00$ -$ 924034 12.11 Premium paint color option 233.00$ -$ 924014 12.12 Imron paint option STD 996AA3 12.13 Imron and clear coat paint option STD 950045 12.14 Top of hood painted flat black 607.00$ -$ 12.15 Cab Air Ride Suspension STD MC 12.16 Tilting hood per Spec 12.8 STD 26XA1X 12.17 Butterfly option on hood 1 413.00$ 413.00$ 12.18 Transverse hood opening w/setback axle -$ 12.19 Front fender mounted turn signals -$ 157027 12.20 Cab visor, external, painted to match cab color 1 184.00$ 184.00$ 2KXA1X 12.21 Front fender extensions 1 105.00$ 105.00$ 2HXA1X 12.22 Front fender mud flaps STD 148AA5 12.23 Arctic winter wiper blades 1 19.00$ 19.00$ JQXABX 12.24 Optional windshield washer tank 26.00$ -$ MC 12.25 Per truck charge for all trucks, key identical 20.00$ -$ Q4XACX 12.26 RH observation prism window in door 28.00$ -$ N4AA1X 12.27 Spotlight LH, RH, or roof mounted each 71.00$ -$ 243043 12.28 Front tow hooks STD 6PXZ1X 12.29 Rear tow hooks 1 22.00$ 22.00$ MC 12.30 Per truck charge for all trucks, key identical - 4 keys 39.00$ -$ 152AA5 12.31 Heated mirrors per Spec 12.5 -West Coast heated & illuminated 123.00$ -$ 152AC2 12.32 Heated mirrors per Spec 12.5 -Bulldog Stylized mirrors w/integral convex mirrors 272.00$ -$ 152AA1 12.33 Heated mirrors per Spec 12.5 -Body color aero mirror with integrated convex mirror (49.00)$ -$ 152AA8 12.34 Remote control for R.H. mirror & heated -Aerodynamic 344.00$ -$ 152AB9 12.35 Hadley/Kam 4-way mirrors with chrome steel - RH motorized & heated 214.00$ -$ 152AC5 12.36 Remote control for dual mirrors & heated - Bulldog stylized mirrors illuminated with integral convex mirror 502.00$ -$ 152AA7 12.37 Remote control for dual mirrors & heated - Aerodynamic 444.00$ -$ 152AB6 12.38 Remote control for dual mirrors & heated - Aerodynamic body color 134.00$ -$ 152AC0 12.39 Hadley/Kam 4-way mirrors with chrome steel - RH/LH both motorized & heated 252.00$ -$ 7.7 Q4XACX 12.40 RH observation prism window in door 28.00$ -$ 148AA5 12.41 Heated electric wiper blades 118.00$ -$ 145AA5 12.42 Heated windshield 1 425.00$ 425.00$ WSXAAX 12.43 One piece windshield 83.00$ -$ 145AA4 12.44 Tinted windshield and sides w/50% transmittance gray, tinted rear window 50.00$ -$ OEAA1X 12.45 Bright finish hood intake 1 16.00$ 16.00$ 400AA6 12.46 Bright finish bars with surround grille 1 240.00$ 240.00$ 400AA5 12.47 Bright finish grille 32.00$ -$ 512AA6 12.48 Bullet type chrome marker & clearance lights 75.00$ -$ 312AB5 12.49 Led type marker & clearance lights 1 75.00$ 75.00$ 7HX10X 12.50 RH tool box mounted on frame rail 221.00$ -$ 153AA3 12.51 Heated convex mirrors 34.00$ -$ 12AB1X 12.52 Electronic keyless entry 130.00$ -$ 15H02H 12.53 Bright finish RH fender mirror 67.00$ -$ 15H0GH 12.54 Bus style 1/4 round black finish fender mirrors 191.00$ -$ 157037 12.55 Stainless steel exterior sun visor 247.00$ -$ 4UAB1X 12.56 Bright Finish hood latches 89.00$ -$ 15H0NH 12.57 10" round bright finish heated fender mirrors 1 234.00$ 234.00$ 43X40X 12.58 Rect convex mirror above RH driver door window 23.00$ -$ 12.999 1 -$ 13.0 CAB INTERIOR OPTIONS:1 -$ 13.1 Medium grade interior trim package -$ 004AA4 13.2 Sandstone Color with woodgrain instrument panel 292.00$ -$ 004AA5 13.3 Sandstone Color with brushed metallic instrument panel 292.00$ -$ 004AA4 13.4 Slate Gray Color with woodgrain instrument panel 292.00$ -$ 004AA5 13.5 Slate Gray Color with brushed metallic instrument panel 292.00$ -$ 13.6 window and locks in package -$ 004AB1 13.7 Sandstone Color with woodgrain instrument panel 1,087.00$ -$ 004AB2 13.8 Sandstone Color with brushed metallic instrument panel 1,087.00$ -$ 004AB1 13.9 Slate Gray Color with woodgrain instrument panel 1,087.00$ -$ 004AB1 13.10 Slate Gray Color with brushed metallic instrument panel 1 1,087.00$ 1,087.00$ N6XR2X 13.11 Round universal gauge package STD 146AA4 13.12 Power window, passenger side 158.00$ -$ 146AA3 13.13 Power window/both passenger and driver window 325.00$ -$ 17400N 13.14 O.E.M factory installed, AM/FM Premium stereo, CD-Player, Weatherboard Handfree interface Bluetooth STD 174054 13.15 O.E.M factory installed, AM/FM Premium stereo, CD-Player, Weatherband Handfree interface Bluetooth Sirius/XM Satellite 157.00$ -$ 174AA2 13.16 Radio accommodation package includes antenna, power supply and two speakers (No radio)(175.00)$ -$ 17400M 13.17 O.E.M factory installed, AM/FM stereo, MP3, Weatherband, Handfree interface Bluetooth (45.00)$ -$ 173AA4 13.18 O.E.M factory installed, air conditioning STD 13.19 Cab mounted non-resettable hour meter -$ PVXZ1X 13.20 Dash mounted air cleaner air restriction gauge - (Display in Co-Pilot only)STD N6XR2X 13.21 Transmission temp gauges STD 3CAA1X 13.22 Windshield defroster fan w/switch dash mounted 87.00$ -$ IFXC1X 13.23 Between seats mounted console 308.00$ -$ 13.24 Transmission oil sensor (check & fill)STD 1WAA1X 13.25 CB hot jacks dash mounted 13.00$ -$ XRXB1X 13.26 Tilt & telescope steering wheel STD 13.27 Tilt steering wheel -$ NPXB1X 13.28 Self canceling turn signals STDList seating options for driver and passenger seats. Use as many options as you need to offer seat variations customers have been -$ 1960H6 13.29 Bostrom Talladega 915 Hi-Back air driver seat 26.00$ -$ 1960S6 13.30 g lumbar 181.00$ -$ 1960C6 13.31 Bostrom Talladega 915 Hi-Back air driver seat and air lumbar support 137.00$ -$ 1960W6 13.32 Air-Sears Atlas 70 hi-back driver seat 246.00$ -$ 1960Y6 13.33 g adj. Air lumbar 301.00$ -$ 1960V6 13.34 Air-Sears Atlas 80 hi-back driver seat 4 chamber air lumbar 1 374.00$ 374.00$ 1960L6 13.35 National 2000 hi-back air driver seat - single chamber air lumbar, 2 104.00$ -$ 1960J6 13.36 position front cushion adjustable front cushion with adjustable rear 199.00$ -$ 1970I7 13.37 Mack fixed rider seat mid-back with integral storage compartment 82.00$ -$ 1970J7 13.38 Mack fixed rider seat hi-back with integral storage compartment 106.00$ -$ 1970D7 13.39 Extended non suspension rider seat with seat belts (2)101.00$ -$ 1970E7 13.40 Mack fixed hi-back rider seat 44.00$ 1970i7 13.41 Bostrom Talladega 900R mid-back non suspension rider seat 74.00$ -$ 1970M7 13.42 Bostrom Talladega 900R hi-back non suspension rider seat 95.00$ -$ 1970Q7 13.43 Bostrom Talladega 915 mid back air rider seat 200.00$ -$ 1970R7 13.44 Bostrom Talladega 915 hi-back air rider seat 1 297.00$ 297.00$ 1970T7 13.45 Bostrom Talladega 915 hi-back air rider seat with air lumbar 297.00$ -$ 1970U7 13.46 National 2000 mid-back air rider seat 214.00$ -$ 1970V7 13.47 National 2000 hi-back air rider seat 250.00$ -$ 1970C7 13.48 Omit rider seat (40.00)$ -$ 3PXA1X 13.49 Inboard mounted driver arm rest -$ -$ 3PXC1X 13.50 Inboard mounted rider arm rest - Air Ride Seat Only -$ -$ 4850K5 13.51 Cloth with vinyl driver & rider seat -$ -$ 0HAA1X 13.52 Driver seat dust cover -$ -$ 0HAB1X 13.53 Passenger seat dust cover - Not Available with fix passenger seat -$ -$ 4850N5 13.54 All ultra leather drive and ride set 95.00$ -$ 5920I2 13.55 Orange driver & rider seat belt 1 76.00$ 76.00$ D8XC1X 13.56 Light & buzzer for seat belt 1 35.00$ 35.00$ 2QAB1X 13.57 Push button type starter 13.00$ -$ 5870D7 13.58 Diagonal grab handle on inside of driver door 1 35.00$ 35.00$ C0J0022 13.59 Co-pilot driver display (enhanced 4.5" diagonal graphic LCD display w/4 button stalk control includes guard dog routine maintenance STD PFXB1X 13.60 p g g p requires aero-dynamic mirrors 648.00$ -$ PFXC1X 13.61 p g g p without display - includes cable to D panel with 6" extra wire 967.00$ -$ PFXD1X 13.62 p g g p display on dash panel 1,081.00$ -$ MC 13.63 5lb fire extinguisher between LH seat base and door with valve aimed 1 66.00$ 66.00$ MC 13.64 Reflector kit parallel to inside of rider base seat 1 27.00$ 27.00$ 173AA5 13.65 Air conditioning blend air HVAC with ATC temp regulation 81.00$ -$ 173AA6 13.66 Air conditioning blend air HVAC with ATC temp regulation & APADS 1 226.00$ 226.00$ 173AA7 13.67 Air conditioning with air conditioning protection & diagnostic system (APADS)132.00$ -$ I6AA1X 13.68 Cab cleanout - includes in cab pneumatic line 1 46.00$ 46.00$ 7.7 3JAA2X 13.69 40 Channel CB Radio, 10 channel weather 205.00$ -$ 73AC1X 13.70 48" Radio antenna right side mirror mounted 4.00$ 5BXB5X 13.71 48"CB Antenna left side mirror mounted 38.00$ -$ 1WAC1X 13.72 CB hot jacks mounted on the dash and in header console 17.00$ -$ 5JXAKX 13.73 CB mounting in console & external speakers 107.00$ -$ 0LAA1X 13.74 Auto shutoff for radio when truck is in reverse 47.00$ N6XR2X 13.75 Exhaust pyrometer & transmission oil temperature gauges STD N6XR4X 13.76 py p p and air application gauges 75.00$ N6XR5X 13.77 py p p and air application gauges, Air Suspension 100.00$ -$ E1AAAX 13.78 Rear Axle temperature gauge 91.00$ I0XAJX 13.79 Red floor lighting w/switch plus (4) door lamps w/switches 103.00$ -$ IFXC1X 13.80 g power outlet 308.00$ -$ IFXD1X 13.81 Bodybuilder interior console mounted to floor between seats 209.00$ -$ 13.999 13.999 1 -$ 14.0 MN/DOT OPTIONS:-$ 14.10 Additional warranty coverage per spec 12.9 -$ M510B1 14.20 Engine Plan 1 60 months 250,000 miles 1,200.00$ -$ M510F1 14.30 Engine Plan 1 72 months 250,000 miles 2,200.00$ -$ M510G1 14.40 Engine Plan 1 84 months 250,000 miles 2,520.00$ -$ M510N1 14.50 Engine Plan 1 60 months 250,000 miles - HP over 460 horses 2,000.00$ -$ M510R1 14.60 Engine Plan 1 72 months 250,000 miles - HP over 460 horses 3,300.00$ -$ M510S1 14.70 Engine Plan 1 84 months 250,000 miles - HP over 460 horses 3,800.00$ -$ M510Z1 14.80 Engine Plan 2 60 months 250,000 miles 1,900.00$ -$ M51131 14.90 Engine Plan 2 72 months 250,000 miles 3,800.00$ M51141 14.10 Engine Plan 2 84 months 250,000 miles 4,300.00$ -$ M511B1 14.11 Engine Plan 2 60 months 250,000 miles - HP over 460 horses 2,950.00$ -$ M511F1 14.12 Engine Plan 2 72 months 250,000 miles - HP over 460 horses 5,675.00$ -$ 511G1 14.13 Engine Plan 2 84 months 250,000 miles - HP over 460 horses 6,450.00$ -$ M53083 14.14 Engine after-treatment systems (EATS) 60 months 250,000 miles 675.00$ -$ M530Y3 14.15 Engine after-treatment systems (EATS) 72 months 250,000 miles 825.00$ -$ M531O3 14.16 Engine after-treatment systems (EATS) 84 months 250,000 miles 950.00$ -$ M54174 14.17 M-Drive Transmission 48 months 500,000 miles 971.00$ -$ M54184 14.18 M-Drive Transmission 60 months 500,000 miles 2,067.00$ -$ M540I4 14.19 M-Drive HD Transmission 48 months 250,000 miles 775.00$ -$ M540J4 14.20 M-Drive HD Transmission 60 months 250,000 miles 1,150.00$ -$ M71051 14.21 M-Drive Clutch 48 months 250,000 395.00$ -$ M71061 14.22 M-Drive Clutch 60 months 250,000 695.00$ -$ M560A6 14.23 HVAC (Air Conditioning) 60 months 600.00$ -$ M59089 14.24 Starter 60 months 300,000 miles 203.00$ -$ M60080 14.25 Alternator 60 months 300,000 miles 231.00$ -$ M61071 14.26 Starter & Alternator 60 months 300,000 miles 315.00$ -$ For Prebuild and Pilot meets See RFP special Terms and conditions -$ 14.27 Prebuild specification meeting (per person) to be held in St. Paul/Minneapolis area 1.00$ -$ 14.28 Pilot inspection meeting (per person). 900.00$ -$ 14.9 1 -$ 15.0 TRAILER TOW OPTIONS:1 -$ WHXQ2X 15.1 Trailer tow package extended to rear of frame 317.00$ -$ WHXG6X 15.2 Trailer package extend to rear of frame per Spec 12.12 417.00$ -$ 321031 15.3 Single 7 pin SAE type, end of frame 117.00$ -$ 3210M1 15.4 Dual 7 pins standard SAE type, end of frame (1) for trailer with electric brakes (1) for trailer with air brakes 158.00$ -$ WGXA1X 15.5 Hand control valve for trailer brakes 47.00$ -$ 15.99 1 -$ 16.0 MANUALS / TRADE-IN INTEREST FEE:1 -$ 16.1 p ( p g) p chassis balance. Applies only to CPV Members. (Payable after trade-1.50$ -$ SEE Special Terms and Conditions re interest to State agencies.-$ 16.2 Manuals in print form, parts repair and service, per set 900.00$ -$ 16.3 Manuals in CD form, parts repair and service, per set 500.00$ -$ 16.4 Premium Tech Tool 3,800.00$ -$ 16.99 1 -$ 17.0 Delivery Charges:1 -$ 17.1 Price per loaded mile List starting point -$ 17.2 Roseville, MN 55113 125 2.00$ 250.00$ 17.99 1 -$ 18.0 Maintenance /Body Shop Repair Rate Per Hour 1 -$ 18.1 Rate for initial Inspection/Diagnostics 167.00$ -$ 18.2 Rate for Mechanical Work 167.00$ -$ 18.3 Rate for Body Work 167.00$ -$ 18.99 1 -$ 19.0 Quantity Discounts:1 -$ 20 Next Model Year Upcharges 1 Enter the following Production Model Year here >>>>>>>>>1 2024 20.1 Percentage Upcharge for the following Model 2023 1 1.50%1,766.00$ 20-2 Percentage Upcharge for the following Model 2024 1 1.50%1,766.00$ 20.3 Material Surcharge 2023 1 3,200.00$ 3,200.00$ 20.4 Material Surcharge 2024 1 4,300.00$ 4,300.00$ Total Cost:129,004.00$ 7.7 TRKQT3 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL BILL BOWMAN 763-531-1164 JOSH PAULSON QT 74726 NET 30 DAYS 8/16/22 8/16/22 3445 Order Comments: STATE OF MN CONTRACT #212541 Build Instructions VALID THRU 11/30/2022 Other Instructions F.O.B. LITCHFIELD, MN -OR- CUSTOMER W/ FUEL CHARGES Qty Part No. Description Price Ea. Net Amt. 1 9900118 - Body 10'6" EDGE-RS/SCIS-46-36-36 - - 46" 7 ga Stainless $21,177.00 $21,177.00 Front, 36" 7 ga Stainless radius sides (No Pockets), 36" 7 ga St ainless Tailgate w/Hardox-450 Face, 1/4" Hardox-450 Floor, 8" I-Beam Longsills, Air-trip ready linkage, Underside Black 1 9901701 - Installation of Dump Body to hoist $2,036.00 $2,036.00 1 9900145 - Body acc'y TMTE Air trip kit, w/solenoid valve, $456.00 $456.00 1 9901702 - Installation of air operated tailgate latch kit, with $395.00 $395.00 solenoid valve in hydraulic valve enclosure. 1 9900147 - Body acc Box Vibrator - Cougar model DC3200 $784.00 $784.00 1 9901703 - Installation of Box Vibrator, with solenoid located in $461.00 $461.00 hydraulic valve enclosure. 1 9900156 - Cabshield, 1/2 type Stationary Free-Standing style,w/plain $4,579.00 $4,579.00 STAINLESS STEEL canopy, Hot-Dipped Galvanized tubing construction support stand, Slotted Center Viewing Window, (2) shovel holders, & reservior mounts, Installed. 1 9900181 - Walkrail removable both sides of 10' RC & RS body, $1,641.00 $1,641.00 Installed 1 9900207 - Ladder Flip-A-Way Access ladder (STAINLESS STEEL) Including $704.00 $704.00 Grab Handle above, and Interior Step, ea, Installed *--- Continued ---* MN 55422 USA MN 55422 USA 8/25/21 ** QUOTATION ** 7.7 TRKQT3 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL BILL BOWMAN 763-531-1164 JOSH PAULSON QT 74726 NET 30 DAYS 8/16/22 8/16/22 3445 SPECIFY LOCATION HERE: LH FRONT 1 9900211 - Body acc'y Dual "split" sander manifolds in rear corner $485.00 $485.00 posts 1 9904246 - Light Warning TMTE1SS-3 PKG: (2) STAINLESS STEEL 23H $4,709.00 $4,709.00 3-light LED Micro-Edge, (2) 5M-400 Super-LED, (2) Side TIR3 LED, (2 ) 400 Max B-T-T LED, & (2) 400 LED BU Lights, in Stainless M Housings, (1) TIR3 LED Wing light, and (2) 4" LED work lights Installed 1 9900244 - Light Mirror mt HOH plow light pkg INSTALLED $780.00 $780.00 1 9905778 - ABL 3800 LED HEAD LAMP PLOW LIGHTS W/ICE MELTING TECHNOLOGY $1,325.00 $1,325.00 IN LIEU OF STANDARD 1 9900266 - Fender set Minimizer MIN2260, for Single Axle, black Poly, $1,116.00 $1,116.00 Installed 1 1965280 - Minimizer FKMACK2B Floor Mat Set for TDM and SGL $231.00 $231.00 1 9900276 - Tarp Pulltarp (SGL or TDM) model S-9 Supershield tarp $2,643.00 $2,643.00 system w/A2F tarp, sideflaps & tiedowns, installed 1 9904691 - INSTALLATION of (Initial) Single camera system $396.00 $396.00 (1) MOUNTED ON STROBE TUBE FOR WING OPERATION VIEWING (DEFAULT CAMERA) 2 9904692 - Camera System option, NORTECH 9100-2HC 120 degree night $182.00 $364.00 vision CCD weather-proof HEATED camera, only GEN 5 6100 2 9904693 - Camera System option, NORTECH 9100-4 Harness, 65' $118.00 $236.00 Waterproof GEN 5 6100 *--- Continued ---* MN 55422 USA MN 55422 USA 8/25/21 ** QUOTATION ** 7.7 TRKQT3 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL BILL BOWMAN 763-531-1164 JOSH PAULSON QT 74726 NET 30 DAYS 8/16/22 8/16/22 3445 1 9904694 - INSTALLATION of extra Camera, & Harness GEN 5 6100 $197.00 $197.00 MOUNTED ON LH REAR CORNER POST IN PROTECTIVE COVER QUED FOR REVERSING ACTIVITIES 1 1941405 - Camera Guard, SS, Bolt-On $42.00 $42.00 1 9905502 - PreCise ARC Sensor Mount #1126929, only GEN 5 6100 $50.00 $50.00 1 9905835 - PreCise ARC Sensor #1117640, only, for Wireless GEN 5 $680.00 $680.00 CONTROLLER Applications (LESS MTG BRKT), installed INSTALLED 1 9900958 - Pre-Wet Towmaster/Varitech LDS-TMR-110-EGF Body Side Mt Sys $1,809.00 $1,809.00 for Elliptical body W/EXISTING REMOVABLE WALKRAIL (2) 55 ga l tanks, mtg hardware, plumbing, Electric Gravity Feed valve 1 9902483 - Installation of TMR pre-wet system (New Towmaster Body) $1,184.00 $1,184.00 1 9901834 - Hoist OSP/Towmaster 720DH, Double Acting, W/Solid block $4,428.00 $4,428.00 rear hinge point, & OSHA approved saftey props 1 9901712 - Installation of SCISSORS TYPE double acting hoist $2,153.00 $2,153.00 1 9902924 - Scraper FALLS IB-10A 1" MB, w/single lift cylinder W/12" $8,728.00 $8,728.00 bolt-on extension (11' total), LESS CUTTING EDGES 1 9903276 - VBL PolarFlex 3' Underchassis Complete System (includes $865.00 $865.00 bolts & nuts) 2 9903277 - VBL PolarFlex 4' Underchassis Complete System (includes $1,154.00 $2,308.00 bolts & nuts) *--- Continued ---* MN 55422 USA MN 55422 USA 8/25/21 ** QUOTATION ** 7.7 TRKQT3 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL BILL BOWMAN 763-531-1164 JOSH PAULSON QT 74726 NET 30 DAYS 8/16/22 8/16/22 3445 1 9901705 - Installation of underbody fixed angle scraper w/single lift $3,283.00 $3,283.00 cylinder 1 9904232 - Scraper FORCE Electric pressure transmitter to read on LCD $625.00 $625.00 screen, installed 1 9900351 - Scraper FORCE reverse/Auto-Lift system, ADD-A-FOLD valve, $703.00 $703.00 installed 1 9902948 - Wing Falls RHSDL10A-HYDPB Primed LESS CUTTING EDGES $12,908.00 $12,908.00 2 9902890 - VBL Vallite Heat Treated 5/8" x 6" x 5' Plow/Wing Straight $89.00 $178.00 Cutting Edge 1 9900388 - Installation Falls SDL Series Wing - w/Bulkhead Couplers $5,196.00 $5,196.00 1 9901431 - Wing Falls RL (REAR LIFT) up charge SDL WING $549.00 $549.00 1 9904688 - Wing Falls POST-LESS Toe Lift in lieu of Std Front post/slide system 1 9900479 - Wing Falls Gloss Black - Paint Moldboard $395.00 $395.00 1 9900555 - Plow Hitch Falls 44XB2/STD/STD/SA/SPR-RET/HITCH $3,823.00 $3,823.00 1 9900589 - Installation Falls Plow Hitch - 40 Series 3Line/STDBLKHD $2,202.00 $2,202.00 1 9900625 - Plow Push Unit Falls 24/44 Series Std $1,121.00 $1,121.00 1 9900639 - Plow Falls Rubber Belt Deflector Kit - Installed $433.00 $433.00 1 9900641 - Plow Falls Parking Stand - Screw Adj Style $354.00 $354.00 *--- Continued ---* MN 55422 USA MN 55422 USA 8/25/21 ** QUOTATION ** 7.7 TRKQT3 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL BILL BOWMAN 763-531-1164 JOSH PAULSON QT 74726 NET 30 DAYS 8/16/22 8/16/22 3445 1 9903074 - Plow Falls Poly PTE-1248/TRP-EDG/NOSHU/POLY-BLK Plow LESS $11,574.00 $11,574.00 CUTTING EDGES 2 9902891 - VBL Vallite Heat Treated 5/8" x 6" x 6' Plow/Wing Straight $107.00 $214.00 Cutting Edge 1 9900757 - Hitch TMTE Heavy Duty plate assembly, $738.00 $738.00 1 9901716 - Hitch Installation of Pup Hitch (weld in style) $1,051.00 $1,051.00 **NOTE: HITCH PLATE FACE TO BE LOCATED: AS PREVIOUS EXAMPLE IN REFERENCE TO REAR TIRE FACE. 1 9900764 - Hitch PREMIER 2300 Air Cushion Pintle, installed $1,113.00 $1,113.00 **NOTE: 24 INCH SADDLE HEIGHT TO GROUND 1 9902493 - Hitch 7 contact Standard Round Pin Std socket installed $154.00 $154.00 1 9900791 - Sander Falls 1ASD-6CDSS-6P-1D-1S-LM, Salt Special 6", $6,173.00 $6,173.00 Stainless Steel Unit, LH Discharge, Single Poly Spinner Ass'y, co mplete sander (includes extra salt shield) 1 9901718 - Sander Install & dual manifold RH & LH rear $1,273.00 $1,273.00 1 9900823 - Sander TMTE Exterior (removable) sander/tailgate spill $498.00 $498.00 plates, Stainless Steel 1 9900851 - Valve System, Force Add-A-Fold MCV-ISO Valve 9 Functions , $15,465.00 $15,465.00 INSTALLED BOX HOIST, PLOW LIFT, PLOW ANGLE, SCRAPER LIFT, WING TOE, WING HEEL, WING PUSHBAR, AUGER, SPINNER 1 9902497 - Control System Force ULTRA-4-6100 Commander control, $13,781.00 $13,781.00 Installed *--- Continued ---* MN 55422 USA MN 55422 USA 8/25/21 ** QUOTATION ** 7.7 TRKQT3 Ship To: Cust: Phone:Bill To: Phone: ATTN: Reference No. Accepted by Date PO#Salesman Created Last Revised Appx CompTerms Serial No. Price: Total Discounts: Net Cost: Freight Total: CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL CRYSTAL, CITY OF 4141 DOUGLAS DRIVE NORTH CRYSTAL BILL BOWMAN 763-531-1164 JOSH PAULSON QT 74726 NET 30 DAYS 8/16/22 8/16/22 3445 $164,538.00 $164,538.00 1 9900874 - Filter Force IN-TANK mounted filter installed $459.00 $459.00 1 9900882 - Reservoir TMTE Cabshield mt (stainless steel) w/intank $3,975.00 $3,975.00 filter provision, installed 1 9900891 - Pump Force TXV92 (5.6 ci),Pump 280 HOT SHIFT for Allison $7,691.00 $7,691.00 Trans, W/ ELECT SHUT DOWN installed 1 9900936 - Valve Force ADDER for VERTICAL valve enclosure in lieu of $1,033.00 $1,033.00 standard 1 9900871 - Switch TMTE BODY UP Installed (electric controls only) $248.00 $248.00 1 9900884 - Sensor Force Low oil indicator system, SLIM-LINE AND $366.00 $366.00 CABSHIELD MOUNTED w/light mounted in cab, installed 1 WARRANTY - TOWMASTER EXCLUSIVE WARRANTY: 5 yr Steel/Stainless Steel Body Structure; 5 yr Whelen LED Light Systems; 3 yr Palfinger Hoists; 4 yr SwapLoader Hoists; 1 year Swenson Spreaders, 2 yr Hyd, FALLS Snow Equip, Tele Hoists, and all other items. $164,538.00 MN 55422 USA MN 55422 USA 8/25/21 ** QUOTATION ** 7.7 RESOLUTION NO. 2022- _____ APPROVING THE PURCHASE OF A REPLACEMENT DUMP TRUCK AND ATTACHMENTS WHEREAS, the Crystal City Council is committed to providing and maintaining quality infrastructure that is essential for everyday residential, commercial, industrial, and recreational activities in the City; and WHEREAS, a dump truck is used across all public works operations; and WHEREAS, the existing dump truck scored as qualifying for replacement on the vehicle condition index; and WHEREAS, funds are allocated in the Fleet Maintenance Fund for this replacement purchase; NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves the purchase of a dump truck from Nuss Truck and Equipment for $129,004 and the truck attachments from Towmaster Truck Equipment for $164,538. BE IT FURTHER RESOLVED that the Crystal City Council hereby authorizes the sale of the existing dump truck at auction. Adopted by the Crystal City Council this 6th day of September 2022. Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 7.7 Memorandum DATE: September 6, 2022 TO: City Council FROM: Mark Ray, PE, Director of Public Works Ben Perkey, PE, Engineering Project Manager SUBJECT: Authorize professional services for 2023 Utility Reconstruction Project Summary Staff has received a proposal from Short Elliott Hendrickson, Inc. (SEH) for professional services associated with the 2023 Utility Reconstruction project, dated August 19, 2022. The professional services will include everything from surveying and design through bidding and construction services which will include a field project representative on site during the entire project. The proposal includes a not to exceed cost of $299,697. Staff has reviewed the proposal from SEH and found it to be accurate and in order with previous work they have provided during the street reconstruction and utility reconstruction projects. Attachment •2023 Utility Reconstruction project location project map •Professional services agreement dated August 19, 2022, from SEH, Inc. for professional services for the 2023 Utility Reconstruction project. Recommended Action Motion authorizing the Professional Services Agreement with SEH, Inc. for services related to the 2023 Utility Reconstruction project 7.8 27th Ave N 30th Ave N Flori daA v e N Edgewood Ave NHampshire Ave N29th Ave N 32nd Ave N 31st Ave N 2 9 th A v e N Georgia Ave NEdgewood Ave NFloridaAveNDouglas Dr NIdahoAveNJersey Ave NGeorgia Ave N31st Ave N 0 1,000 Feet Document Path: G:\Plans (Compreshensive, Surface water, etc) and Reports\Infrastructure Long Term Plan\Planning\Recon Scheduling.mxd ¯ Proposed 2023 Utility Reconstruction 7.8 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 10400 Yellow Circle Drive, Suite 500, Minnetonka, MN 55343-9229 952.912.2600 | 800.734.6757 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer Supplemental Letter of Agreement to Agreement for Professional Services Dated January 15, 2019 August 19, 2022 RE: Crystal, MN 2023 Utility Reconstruction – Proposal for Design, Bidding and Construction Phase Services SEH No. CRYST 168997 10.00 Mark Ray, PE Director of Public Works / City Engineer City of Crystal 4141 Douglas Drive North Crystal, MN 55422-1696 Dear Mark: Short Elliott Hendrickson Inc. (SEH®) is pleased to submit our Supplemental Letter Agreement (SLA) for the 2023 Utility Reconstruction project. If accepted, this SLA describes how we will provide design, bidding and construction phase services for a not-to-exceed fee of $299,697.00. This amount is detailed in the attached Task Hour Budget (THB) and includes our reimbursable expenses. We will bill the City monthly for reimbursable expenses and on an hourly basis for labor. We will provide these services in accordance with our Agreement for Professional Services dated January 15, 2019 (Agreement). During the course of the construction phase, we will bill the City monthly for services, expenses, and equipment. This financial arrangement is based on the orderly and continuous progress of the project. If the contractor fails to complete work by the specified date, and/or the scope of work is changed, SEH will invoice our services an additional amount on an hourly basis plus expenses in accordance with previously agreed upon rates. Based on the feasibility study recently completed by SEH, two (2) street segments were identified for utility and street reconstruction: Idaho Avenue from 30th Avenue to 32nd Avenue and Florida Avenue from 27th Avenue to 30th Avenue. We assume that all streets will remain the same width or be narrowed so as to not trigger watershed district permitting requirements. Included in our scope of services are tasks to meet the requirements associated with the recently updated MS4 permit. We will complete an analysis of the stormwater drainage within the project area and will present City staff with various treatment device alternatives (including pros/cons and estimated cost). The selected device will then be implemented during construction. Because the project area is adjacent to an elementary school, a church, and an apartment complex, each of whom have access off Florida Ave, we have included three design meetings with representatives from each entity to discuss construction staging, schedule, and access. 7.8 Mark Ray, PE August 19, 2022 Page 2 We will start our services promptly after receipt of your authorization of this Agreement. We anticipate conducting our work to match the following approximate production schedule. Item Milestone Date Authorization to Proceed September 2022 Neighborhood Open House No. 1 November 2022 Neighborhood Open House No. 2 January 2023 Final Bid Documents Complete February 2023 Bid Opening Early-March 2023 Begin Construction May 2023 This Supplemental Letter Agreement and the Agreement represent the entire understanding between you and us in respect to the project and may only be modified in writing signed by both of us. If it satisfactorily sets forth your understanding of our agreement, please sign the enclosed copy of this letter in the space provided below and return it to us. Thank you for our continued working relationship with the City. Please contact me at 952.912.2629 or wbauer@sehinc.com with questions regarding this proposal. Sincerely, SHORT ELLIOTT HENDRICKSON INC. William Bauer, PE (Lic. MN, IA, SD) Toby Muse, PE (Lic. MN) Project Manager Client Service Manager City of Crystal, Minnesota Accepted this _____ day of _________________, 2022 By: _____________________________ Title: _____________________________ By: _____________________________ Title: _____________________________ Enclosures Task Hour Budget x:\ae\c\cryst\168997\1-genl\10-setup-cont\03-proposal\2023 utility reconstruction proposal 08 19 22.docx 7.8 CSMPMPEPE Scientist Sr Tech TechSurvey Crew Chief Survey Tech Admin Tech Expenses Total1.1441454261122N/A15$163.77$1,363.45$232.91$1,760.121.2210102212122422222N/A46$227.24$2,652.11 $2,534.99$5,414.351.325292242242242118N/A21$472.88 $1,801.43$908.96$3,183.271.4888816168N/A 24$2,620.27$931.64$3,551.912 2822222210N/A 106$472.88 $4,585.47$2,499.65$2,652.11$2,534.99 $1,164.56$1,629.04 $15,538.692.112312126622320N/A23$491.30$2,272.41$2,763.712.212252147114655Evaluate Existing Storm Sewer LayoutProject Name: 2023 Utility Reconstruction (Idaho Avenue from 30th Ave to 32nd Ave and Florida Ave from 27th Ave to 30th Ave)Client: City of Crystal, MNSubtotal FeesData CollectionTopographic SurveySubtotal HoursSubtotal FeesSubtotal HoursExisting Conditions Photos & VideoCollect & Review Existing Mapping Data/As-BuiltsGopher State One Call Design Locate & Utility Coordination MeetingMeeting with Sedona Hill ApartmentsSEH Project: CRYST 168997Date: August 19, 2022Billing TitleTask #1 - Project Management and Data CollectionMeetingsKickoff meetingClient updatesProject ManagementSubtotal HoursSubtotal FeesSurvey Existing Utilities - Post Field LocatesMeeting with Church of Jesus Christ for Latter Day SaintsMeeting with Neill Elementary SchoolInvoicingComplete miscellaneous supplemental topo surveyReview Base Map - QA/ACOne Initial Meeting with Watershed DistrictReview Geotechnical Data and Evaluate Existing Soils Reduce survey data into basemap (Create CAD BA file)Add Existing Public/Private Utilities to Base MapIdentify Stormwater Treatment Requirements Subtotal HoursSubtotal FeesPreliminary Stormwater InvestigationSubtotal HoursSubtotal FeesTask Hours SummaryTask Fee SummaryTask #2 - Preliminary Design / Design DevelopmentBase Map PreparationCollect Mapping Page 1 of 67.8 CSMPMPEPE Scientist Sr Tech TechSurvey Crew Chief Survey Tech Admin Tech Expenses TotalProject Name: 2023 Utility Reconstruction (Idaho Avenue from 30th Ave to 32nd Ave and Florida Ave from 27th Ave to 30th Ave)Client: City of Crystal, MNSEH Project: CRYST 168997Date: August 19, 2022Billing Title115164530N/A39$655.07$1,027.22 $4,417.88$6,100.162.333558812691222N/A25$236.44 $327.53 $4,454.60$5,018.582.421214167118102202214514813189128112231674N/A93$709.32 $2,620.27$8,407.92$11,737.504 2522 5 3094N/A180$945.76 $4,094.17 $4,454.60 $1,027.22 $4,417.88 $10,680.33$1,044.00 $26,663.943.1120211324283212174656N/A66$655.07$1,232.66 $8,246.70$10,134.423.21122161866161626844549N/A54$818.83$5,567.40$6,386.24BMP Cost/Benefit analysisEstablish Road Geometrics (4)Subtotal FeesPreliminary Design Layout (6)Subtotal HoursSubtotal FeesEstablish Vertical Alignments and Plan & Profile SheetsStormwater Analysis MemoGeometric Design DetailsADA Compliance Design (5)Subtotal HoursSubtotal FeesTask #3 - Final Design / Design DevelopmentSubtotal HoursSubtotal FeesStreet and Utility DesignSetup Civil3D modelsRefine Profiles for Design Criteria and Tie-insGeotechnical Recommendation Memorandum - Pavement DesignEvaluate Pavement SectionSubgrade AnalysisEstablish Typical SectionsTask Hours SummaryTask Fee SummaryDetermine Final Typical SectionsPermanent Stormwater BMP Design Geotechnical EngineeringDevelop site stratigraphy/soil parametersPreliminary Design Review Meeting with Client (9)Establish Utility Replacement Extent and AlignmentsDevelop Preliminary OPCDetermine Project QuantitiesReview Construction Phasing, Sequencing, CoordinationIdentify Utility ConflictsDrainage System DesignSubtotal HoursSubtotal FeesSubtotal HoursEstablish Road AlignmentsIdentify Stormwater Treatment OptionsPage 2 of 67.8 CSMPMPEPE Scientist Sr Tech TechSurvey Crew Chief Survey Tech Admin Tech Expenses TotalProject Name: 2023 Utility Reconstruction (Idaho Avenue from 30th Ave to 32nd Ave and Florida Ave from 27th Ave to 30th Ave)Client: City of Crystal, MNSEH Project: CRYST 168997Date: August 19, 2022Billing Title3.3112266224444112222121266230323030821038415134822121224 283344842024442 21 4 19 152N/A 198$472.88 $3,439.10 $821.77 $2,797.99 $17,270.32$24,802.053.4441232244411221348124 148172242 16 2 1 4 16 12 N/A 53$472.88 $2,620.27 $404.96 $205.44 $589.05 $1,817.93 $1,397.47 $7,507.994 46 2 11 79 217 12 N/A 371$945.76 $7,533.26 $404.96 $2,259.87 $11,633.74 $24,655.65$1,397.47 $2,226.20 $51,056.914.114511010425Geotechnical dataContract formsConditions of the contractStatement of Estimated Quantities, Notes, Standard PlatesTypical SectionsSequence of Operations/PhasingAlignment Tabulation and Survey ControlExisting Conditions/Removals (8)Site Grading Plan (3)Plan and Profile SheetsTechnical specificationsConstructability ReviewProject site walkthrough plan reviewConstruction Plans and Cost EstimateErosion Control and restoration planTraffic ControlCross Sections (7)Quality control reviewBidding requirementsTitle SheetFront end documentsSubtotal HoursSubtotal FeesProject Manual / Contract DocumentsFinal Project Cost Estimate (OPC)Task #4 - Public EngagementPublic Information MaterialsReview Property Owner Survey DataPrepare Project Mailer Materials - two (2) meetingsTask Fee SummaryTask Hours SummarySubtotal FeesSubtotal HoursGeneral LayoutSpecial provisions90% and 100% Plan and Estimate Review with ClientQuality control reviewGeneral NotesTabulationsConstruction detailsWater, Sanitary Sewer, and Storm Sewer PlansStorm Water Pollution Prevention Plan (SWPPP)Stormwater BMP and DetailsSupplementary conditionsPage 3 of 67.8 CSMPMPEPE Scientist Sr Tech TechSurvey Crew Chief Survey Tech Admin Tech Expenses TotalProject Name: 2023 Utility Reconstruction (Idaho Avenue from 30th Ave to 32nd Ave and Florida Ave from 27th Ave to 30th Ave)Client: City of Crystal, MNSEH Project: CRYST 168997Date: August 19, 2022Billing Title661244224 16 4N/A 46$472.88 $3,930.40 $1,817.93$465.82$6,687.034.22104218412166221062864N/A 44$1,418.63 $4,585.47$681.72$465.82$7,151.64852228N/A 90$1,891.51 $8,515.86$2,499.65$931.64 $596.40 $14,435.075.11458421422424622215410N/A31$472.88 $2,456.50$454.48$1,164.56$4,548.415.213101455331455319N/A27$818.83$616.33 $2,797.99$4,233.15220319410N/A58$472.88 $3,275.33$616.33 $2,797.99 $454.48$1,164.56 $336.40 $9,117.966.1262102810444428810N/A 28$472.88 $1,310.13$908.96 $1,181.65$3,873.63MS4 PermitBiddingPrepare ad for bid & electronic bid docsTask Hours SummaryTask Fee SummaryTask #5 - Permits and BiddingPrepare tabulation of bid and award recommendation letterAttend bid openingSubtotal HoursSummarize Public Input and FindingsSubtotal HoursProject PermittingWatershed District Permit(s)Subtotal HoursSubtotal FeesWetland Permit (11)MPCA Sewer Mod/Add/Extension Permit (11)Subtotal FeesRespond to bid questions & prepare addendaSocial Media InformationWebsite Information Materials and MapSubtotal HoursSubtotal FeesPrepare Meeting Materials and Notices - two (2) meetingsPublic Informational Meeting - two meetings (10)Subtotal FeesCreate field quantity bookReview shop drawingsPreconstruction ActivitiesPreconstruction meeting agenda, attendance, minutesTask Hours SummarySubtotal FeesPublic Informational MeetingSubtotal HoursPrepare notice to proceed letterMSA Approval (not MSA routes)County PermitNPDES PermitDepartment of HealthTask Fee SummaryTask #6 - Construction ServicesCreate application for payment formsPage 4 of 67.8 CSMPMPEPE Scientist Sr Tech TechSurvey Crew Chief Survey Tech Admin Tech Expenses TotalProject Name: 2023 Utility Reconstruction (Idaho Avenue from 30th Ave to 32nd Ave and Florida Ave from 27th Ave to 30th Ave)Client: City of Crystal, MNSEH Project: CRYST 168997Date: August 19, 2022Billing Title6.28404888404081624121288168 10436 N/A 148$1,891.51 $17,031.73$4,253.95 $23,177.196.366881610 1020661212 122412 122412 12242202042212122621616342881821212262242218 130 130 N/A 278$2,126.98 $15,671.57 $14,979.51$32,778.056.41672073616720N/A736$2,620.27$85,079.03$87,699.306.5434415381131231083638314437Signs & StripingAs built survey & structuresComplete as built drawingsLighting & ElectricRoadway AlignmentGrading & PondsRoadway SubgradeAggregate baseConcrete pavementCurb and gutterWalksSite closeout walkthrough & develop punch listPunch list coordinationFinal application for payment & contractor closeout letterSubtotal HoursSubtotal FeesProject CloseoutPedestrian RampsConstruction StakingSanitary SewerWater MainSubtotal HoursSubtotal FeesConstruction ObservationConstruction observation - 16 weeks at 45 hours per weekSubtotal FeesSubtotal HoursCreate stakeout file / point filesStake removalsStorm SewerNewsletter updatesConstruction AdministrationProject managementEngineering SupportMaterials testing coordinationPay applicationsWeekly construction meetings - 16 weeksConstruction Limits & Silt FenceStake Right of Way and EasementsPage 5 of 67.8 CSMPMPEPE Scientist Sr Tech TechSurvey Crew Chief Survey Tech Admin Tech Expenses TotalProject Name: 2023 Utility Reconstruction (Idaho Avenue from 30th Ave to 32nd Ave and Florida Ave from 27th Ave to 30th Ave)Client: City of Crystal, MNSEH Project: CRYST 168997Date: August 19, 2022Billing Title2464264 22 202710 8 4N/A 95$945.76 $3,602.87 $2,272.41$3,190.46 $1,205.51 $921.82 $465.82 $12,604.6414 150 28 811 140 138 4 N/A 1,285$3,310.15 $24,564.99 $3,181.37 $95,832.07 $16,877.07 $15,901.33 $465.82 $22,751.62 $182,884.422 2822222210N/A106$472.88 $4,585.47$2,499.65$2,652.11$2,534.99 $1,164.56$1,629.04 $15,538.694 2522 5 3094N/A180$945.76 $4,094.17 $4,454.60 $1,027.22 $4,417.88 $10,680.33$1,044.00 $26,663.944462117921712N/A371946 7,533 405 2,260 11,634 24,6561,397 $2,226.20 $51,056.91852228N/A90$1,891.51 $8,515.86$2,499.65$931.64 $596.40 $14,435.07220319410N/A58$472.88 $3,275.33$616.33 $2,797.99 $454.48$1,164.56 $336.40 $9,117.9614150288111401384N/A1,285$3,310.15 $24,564.99$3,181.37 $95,832.07 $16,877.07 $15,901.33 $465.82 $22,751.62 $182,884.4234321241912838781116216044N/A2,090$8,038.93 $52,569.08 $4,859.57 $3,903.42 $18,849.60 $43,971.13 $95,832.07 $19,529.18 $18,436.32 $5,124.04 $28,583.66 $299,697.00Notes:(1)This proposal assumes the project area contains no wetlands or contaminated soil material.(2)Assumes minimal stormwater BMPs or off-site improvements will be required to comply with MS4 and Watershed District requirements.(3)Establish grading limits of proposed improvements. Assumes vertical alignment of roadway will generally match existing grades.(4)Includes design for segments of 31st Ave, Florida Ave and Edgewood Ave with minimal improvements within the ROW for 32nd Ave, Hampshire Ave, Georgia Ave, and 30th Ave.(5)ADA compliance review applies to sidewalk curb ramps at Edgewood Ave/32nd Ave intersection.(6)Preliminary plans include title sheet, location map, typical sections, details, plan and profile sheets of roads, water main, sanitary sewer, storm sewer and draft cross section sheets.(7)Retaining wall design is not included with this proposal. We can provide this additional service, if necessary, once locations of retaining walls are known.(8)(9)Assumes comments received during review meeting does not entail a significant redesign of road and utilities. (10)(11)(12)Task Fee Summary1 year warranty walkthrough and follow upTask Hours SummarySubtotal HoursSubtotal FeesCreate agency closeout submittalTask #1 - Project Management and Data CollectionProject Summary Tasks #1-6Task #6 - Construction ServicesTask Hours SummaryTask Fee SummaryTask Hours SummaryTask Fee SummaryTask #3 - Final Design / Design DevelopmentTask Hours SummaryTask Fee SummaryTask Hours SummaryTask Fee SummaryProject Hours SummaryProject Fee SummaryTask Hours SummaryTask Fee SummaryTask Fee SummaryTask #4 - Public EngagementTask #2 - Preliminary Design / Design DevelopmentTask Hours SummaryTask #5 - Permits and BiddingAssumes existing storm sewer will be replaced in kind with minor changes. No storm sewer capacity or inlet spacing analysis proposed.Assumes permit will not be required.Lighting design is not included in this proposal. We can provide this additional service if requested.Assumes this project will not include MS 429 Special Assessments.Page 6 of 67.8 RESOLUTION NO. 2022- ___ AUTHORIZING PROFESSIONAL SERVICES CONTRACT FOR THE 2023 UTILITY RECONSTRUCTION PROJECT WHEREAS, the maintaining and reconstructing City infrastructure is an essential service in the City of Crystal; and WHEREAS, SEH, Inc. provided professional services for the entire Street Reconstruction Program which lasted over 20 years and the last three Utility Reconstruction Projects; and WHEREAS, the City has developed a long term plan for reconstruction of the City’s water, sanitary sewer, and storm water infrastructure; and WHEREAS, SEH, Inc. has completed the feasibility study for this area; and WHEREAS, the equipment and staffing required for the design of such projects is beyond the in-house capability of the City; NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby authorizes the agreement for professional services with SEH, Inc. for the 2023 Utility Reconstruction project. BE IT FURTHER RESOLVED that the Mayor and/or City Manager are hereby authorized to sign such contract. Adopted by the Crystal City Council this 6th day of September, 2022. _____________________________ Jim Adams, Mayor ATTEST: _____________________________ Christina Serres, City Clerk 7.8 Memorandum DATE: September 6, 2022 TO: City Council FROM: Mark Ray, PE, Director of Public Works Ben Perkey, PE, Engineering Project Manager SUBJECT: Declare Amount to Be Assessed, Order Preparation of Assessment Roll and Set Date for Public Hearing – 2022 Utility Reconstruction Private Sanitary Sewer Service Lining Background As part of the 2022 Utility Reconstruction Project, property owners were given the opportunity to have the portion of their sanitary sewer service lined from approximately 5 feet behind the street curb line to the house foundation. Due to the nature of utility reconstruction projects, the sanitary sewer line from the sewer main in the street to approximately 5 feet behind the curb is being impacted by the replacement of the main and is being replaced as part of the project itself. Cost This program was completely optional. The cost was a flat $4,000 per property to have their sanitary sewer service lined. The cost for the work can either be paid up front or put on a special assessment. Discussion Of the 39 parcels in the 2022 Utility Reconstruction Project, 3 participated in the sewer repair program. Every participant signed an agreement, which included the cost of the proposed work, which waived their right to appeal the assessment. However, the City is still required to hold the formal assessment hearing. In order to meet the County deadline and allow for the hearing notice and a thirty day prepayment period, it is necessary for the Council to adopt the attached resolution declaring the amount to be assessed, ordering the preparation of the assessment roll, and setting the hearing date for October 3, 2022. Recommendation Motion to adopt the resolution regarding the 2022 Utility Reconstruction Project private sanitary sewer work 7.9 RESOLUTION NO. 2022 - ___ DECLARING AMOUNT TO BE ASSESSED, ORDERING PREPARATION OF ASSESSMENT ROLL AND SETTING DATE FOR PUBLIC HEARING FOR 2022 UTILITY RECONSTRUCTION PRIVATE SANITARY SEWER SERVICES REPAIRS WHEREAS, the City Council approved the project plans and specifications and ordered the ad for bids for the 2022 Utility Reconstruction Project (“Project”) on January 18, 2022; and WHEREAS, the City Council awarded the contract for the Project on March 1, 2022; and WHEREAS, as part of the Project, property owners were given the option to participate in a private sanitary sewer repair program (“Repair Program”); and WHEREAS, the owners requesting participation in the Repair Program petitioned the City for said improvements and signed an agreement waiving their right to appeal the assessment associated with the Repair Program; and WHEREAS, the Project, including the Repair Program, is being constructed in accordance with the Minnesota Statutes, chapter 429 requirements. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF CRYSTAL, MINNESOTA as follows: 1) The total cost to be assessed against the 3 properties whose owners elected to participate in the Repair Program is $12,000.00, with a set assessment amount of $4,000 per property. 2) City staff is hereby ordered to prepare the assessment roll for the Repair Program and file it in the office of the City Clerk. 3) Assessments shall be payable in equal installments extending over a period of 5 years, the first installment to be payable on or before the first Monday in January 2023, and shall bear interest at the rate of 3 percent per annum from the date of the adoption of the assessment resolution. 3) A public hearing on the proposed assessments for the Repair Program shall be held by the City Council, at the City Council Chambers, 4141 Douglas Dr. N., Crystal on the 3rd day of October 2022 at 7:00 p.m., or as soon thereafter as the matter may be heard. Any of the owners participating in the Repair Program will be given an opportunity to be heard regarding the proposed assessments. Notice of the public hearing shall be published and mailed in accordance with law. Adopted by the Crystal City Council this 6th day of September 2022. Jim Adams, Mayor Attest:___________________________ Christina Serres, City Clerk 7.9 Memorandum DATE: September 6, 2022 TO: City Council FROM: Mark Ray, PE, Director of Public Works Bill Bowman, Streets Superintendent SUBJECT: Purchase of replacement street sweeper Background In 2021 during the fall sweep, the existing street sweeper #323 caught fire (the driver escaped and was uninjured). The City worked with the vendor, manufacturer, parts manufacturers, and City insurance agent to investigate the cause of the fire. In August 2022, the vehicle was totaled out and the City will be receiving $200,000 from insurance. The replacement sweeper (Elgin RegenX) will be purchased from MacQueen Equipment off of the state contract for $258,881. The $58,881 balance will come from the Fleet Maintenance Fund balance reserves. The City rented a street sweeper last fall and will again this fall. The anticipated delivery of the replacement sweeper is late 2022 or early 2023. The insurance agent is taking care of disposal of the existing street sweeper. Attachment •Quote from MacQueen Equipment Recommended Action •Motion to approve the resolution authorizing the purchase of the replacement street sweeper 7.10 Crystal Regen X 12.11.21 01 - ST PAUL MN 06/28/2022 12:13:05 (O) 1 04 CRYST001 7635311111 E01407 CITY OF CRYSTAL PURCHASE ORDER Attn: Accounts Payable 4141 Douglas Dr N Crystal MN 55422-1696 AARON WINDSETH 171 Description Amount Stock #: C038522 Serial #:258811.00 New EL REGENX NEW 2022 ELGIN REGEN X WITH 2023 FREIGHTLINER M2 106 CHASSIS PER MINNESOTA "SWEEPER 3 & 4 PICKUP STREET" CONTRACT #190619 RELEASE # S-843(5) TO INCLUDE ALL STANDARD OPTIONS AND THE FOLLOWING ADDITIONAL FEATURES: * 1.0 BASE UNIT____________________________________$214,648.00 1.3 AM/FM RADIO__________________________________$973.00 1.5 BATTERY DISCONNECT CHASSIS___________________$1,678.00 1.6 LEFT CONVEX MIRROR___________________________$598.00 2.2 VACUUM ENHANCER______________________________$526.00 2.3 BROOM TILT ($701 EACH) @ QTY 2_______________$1,402.00 2.6 DUAL SIDE BROOM SCRUBBING POSITION___________$1,278.00 2.5 INDIVIDUAL SWITCHES FOR SIDE BROOM AND FLOOD LIGHTS___________________________________________$1,743.00 2.7 IN CAB HOPPER DUMP___________________________$897.00 2.10 FLOW BLOCKER________________________________$2,515.00 3.1 BATTERY DISCONNECT SWITCH____________________$572.00 3.2 TURBO 11 PRECLEANER__________________________$568.00 3.4 AUXILLARY HYDRAULICS_________________________$1,441.00 5.2 LED STOP/TURN/TAIL/__________________________$691.00 5.4 LED ARROWSTICK_______________________________$2,742.00 6.5 HOPPER INSPECTION DOOR_______________________$469.00 6.6 HOPPER DELUGE________________________________$1,093.00 6.8 STAINLESS STEEL HOPPER SCREENS_______________$3,639.00 6.9 SPRAY ON LIFE LINER IN HOPPER AND INSIDE OF REAR DOOR_____________________________________$8,510.00 7.7 FRONT SPRAY BAR M2 CHASSIS___________________$768.00 8.7 SUPPLIED CHASSIS ALTERATIONS AND MOUNT_______$3,196.00 * NON-CONTRACT ITEMS: CURBSIDE TOOLBOX_________________________________$744.00 VIBRATOR FOR DEBRIS BODY_________________________$2,020.00 7.10 Crystal Regen X 12.11.21 01 - ST PAUL MN 06/28/2022 12:13:05 (O) 2 04 CRYST001 7635311111 E01407 CITY OF CRYSTAL PURCHASE ORDER Attn: Accounts Payable 4141 Douglas Dr N Crystal MN 55422-1696 AARON WINDSETH 171 Description Amount * NON-CONTRACT MISCELLANEOUS PARTS SURCHARGE_______$3,200.00 NON-CONTRACT CHASSIS SURCHARGE___________________$2,900.00 * DELIVERY AND TRAINING INCLUDED Subtotal: 258811.00 IN HOUSE CHARGE: 258811.00 QUOTED PRICES ARE BASED ON CURRENT COSTS AND THEREFORE SUBJECT TO CHANGE WITH WRITTEN NOTICE TO ACCOUNT FOR PRICING CHANGES BEYOND SELLER'S CONTROL 7.10 RESOLUTION NO. 2022- _____ APPROVING THE PURCHASE OF A STREET SWEEPER WHEREAS, the Crystal City Council is committed to providing and maintaining quality infrastructure that is essential for everyday residential, commercial, industrial, and recreational activities in the City; and WHEREAS, a street sweeper removes sediment and debris from the roadways, providing for a safer roadway system and protecting natural water features; and WHEREAS, the existing street sweeper caught fire in 2021 and was totaled out; and WHEREAS, insurance will be covering the majority of the purchase cost and adequate funds are in the Fleet Maintenance fund for the balance of this purchase cost; NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves the purchase of a street sweeper from MacQueen Equipment for $258,811. Adopted by the Crystal City Council this 6th day of September 2022. Jim Adams, Mayor ATTEST: Christina Serres, City Clerk 7.10 7.11 7.11 7.11 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 7.12 Please hand this Corm to the City Clerk before the meeting begins. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (Information provided on this form is open to the public) (please print clearly) The topic I wish to address is: Name: Address: P ) i' Zip Code: 7 Date: 00 '— Day Phone (optional):, Email (optional): _ Thank you for your attendance and participation. Please hand this form to To provide ample oppc to three minutes and tc (information provid, (P Clerk before the meeting beE ssion is limited to 10 minutes. ;form is open to the public) t clearly) 1 Thank you for your endance and participation. Please hand this form to the City Clerk before the meeting begins.' To provide ample opportunity'' for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (information provided on this form is open to the public) (please print clearly) The topic I wish to address is: UT t 0 <"J 0 k q Name: 15 jjy, Address: G 6 Zip Code:Date: Day Phone (optional): Email (optional): Thank you for your attendance and participation. Please hand this torm'to the City Clerk before t1hemeeting begins. To provide ample opportunity' for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (information provided on this form is open to the public) (please print clearly) 1 F s The topic 1 wish to address is: All Name: e re �. , Address: ,F,II�C Zip Code:_, Date: Day Phone (optional): Email (optional): Thank you for your attendance and participation. Please hand this form to the City Clerk before the meeting begins. To provide ample opportunityfor all; speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (information provided on this form is open to the public) (please print clearly) The topic I wish to address is. _� �`m �� Name: Address Zip Code Date: r Day Phone (optional)::) i Email (optional): 8 1 1 ' }0 ,0 J CK, Thank you for your attendance and participation. rlease hand this torm to the City Clerk before the meeting begins. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (Information provided on this form is open to the public) (please print 6eorly) The topic 1 wish to address is: Name: �,� .R Address: / 1 2 --0' ra.� j Zip Code:_ � � � _ Date: ��/Z c 2 / 2- Day Phone (optional): 7 (2? Email (optional): �`t� (� ~r_ c L, ' LvJ ! 27e .`71 'i d� Thank you for your attendance and participation.