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2022.08.16 Council Meeting Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Aug. 12, 2022 City Council Meeting Schedule Tuesday, Aug. 16, 2022 Time Meeting Location 6 p.m. Special City Council meeting in closed session for attorney-client discussion regarding David Bissen and Kathy Bissen v. City of Crystal and JUFH Enterprises LLC. This discussion may be closed pursuant to Minn. Stat. 13D.05, subd. 3(b). Community Center Immediately following the special City Council meeting City Council work session to discuss: 1. Continued discussion of Bassett Creek Park improvements. 2. City manager monthly check-in. 3. Constituent issues update. 4. New business. 5. Announcements. Community Center/ Zoom 7 p.m. City Council meeting Community Center/ Zoom Immediately following the City Council meeting Continuation of City Council work session, if necessary Community Center/ Zoom The public may attend the meetings, with the exception of the special City Council meeting at 6 p.m., via Zoom by connecting to them through one of the methods identified below. Topic: Crystal City Council work session, City Council meeting, continuation of City Council work session, if necessary. Time: Aug. 16, 2022, immediately following the special City Council meeting, Central Time (US and Canada) Join Zoom Meeting https://us02web.zoom.us/j/89905401557?pwd=eExrdWFyRGJINTNIRzFHV3J5cGNZZz09 Meeting ID: 899 0540 1557 Passcode: 414141 One tap mobile +16469313860,,89905401557#,,,,*414141# US +19292056099,,89905401557#,,,,*414141# US (New York) Dial by your location +1 646 931 3860 US +1 929 205 6099 US (New York) +1 301 715 8592 US (Washington DC) +1 309 205 3325 US +1 312 626 6799 US (Chicago) +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) +1 719 359 4580 US +1 253 215 8782 US (Tacoma) Find your local number: https://us02web.zoom.us/u/kb64FAZLpU 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. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Aug. 12, 2022 City Council Special Meeting Agenda Tuesday, Aug. 16, 2022 6 p.m. Crystal Community Center – Forest Room 4800 Douglas Dr. N., Crystal, MN 55429 1. Call to Order, Roll Call and Pledge of Allegiance 2. Approval of Agenda The Council will consider approval of the agenda. 3. Regular Agenda 3.1 The Council will meet in closed session for attorney-client discussion regarding David Bissen and Kathy Bissen v. City of Crystal and JUFH Enterprises LLC. This discussion may be closed pursuant to Minn. Stat. 13D.05, subd. 3(b).* 4. Adjournment * Denotes no supporting information included in the packet. CITY OF CRYSTAL NOTICE OF SPECIAL COUNCIL MEETING NOTICE IS HEREBY GIVEN that the City Council of the City of Crystal will hold a special meeting on Aug. 16, 2022 at 6 p.m. at the Crystal Community Center, located at 4800 Douglas Dr. N, Crystal, MN 55429, in the Forest Room for the purpose of conducting a closed session pursuant to Minnesota Statutes, section 13D.05, subdivision 3(b) for an attorney-client protected discussion with the City’s attorneys regarding the matter of David Bissen and Kathy Bissen v. City of Crystal and JUFH Enterprises LLC. Posted: August 12, 2022. Chrissy Serres, City Clerk 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. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Aug. 12, 2022 City Council Work Session Agenda Tuesday, Aug. 16, 2022 Immediately following the special City Council meeting Community Center - Forest Room/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, Aug. 16, 2022 at _____ p.m. at the Crystal Community Center, located at 4800 Douglas Dr. N., Crystal, MN 55429, in the Forest Room 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 regular 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, Aug. 16, 2022. I. Attendance Council members Staff ____ Banks ____ Norris ____ Sutter ____ Budziszewski ____ Therres ____ Serres ____ Cummings ____ Gilchrist ____ Kiser ____ Elholm ____ LaRoche ____ Larson ____ Parsons ____ Ray ____ Adams ____ Revering II. Agenda The purpose of the work session is to discuss the following agenda items: 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 ______ 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. Bassett Creek Park Project Updates August 16, 2022 Review -2017 Park System Master Plan Active living needs of the community are changing •Current amenities were reviewed and lesser used features reduced •Current needs were reviewed and desired amenities increased or improved Provides a framework and vision for the next 20+ years •Design to minimize ongoing maintenance costs (i.e. grouping amenities) •Recognize we can’t offer all amenities in every park •Focus high maintenance activities in larger parks Review -2017 Park System Master Plan Public Input •Nov. -Mar.Inventory of facilities, compare to standards, focus groups •Apr. -Aug.Community meetings, online engagement, public open houses Parks and Recreation Commission •Jan. –Nov.Monthly Review of Master Planning Efforts •December 6 Recommended Approval of Master Plan Document City Council •Apr. –Nov.Quarterly review of master planning efforts •December 19 City Council Meeting –Plan Approved Bassett Creek Park Master Plan –Proposed Construction Years Dog Park 2022 Woodland 2022 Prairie 2022 Disc Golf 2023 Bridge 2022 Disc Golf 2023 Building 2026 Parking 2027 Soccer 2027 Shelter 2028 Shelter 2028 Volleyball 2028 Parking Lot Projects are grouped together by year Bassett Creek Park Projects (2022-2028) Park System Master Plan Projects New -receive additional review during design 2022 Prairie Restoration (multiple year) Dog Park (may go into 2023) 2023 Improved Disc Golf Course 2026 4-Season Community Building Basketball Court 2027 Parking Lot for Building Lighted Soccer Field 2028 Volleyball Courts Two Picnic Shelters Picnic Shelter Parking* Upcoming Park Maintenance Projects Repair existing facility 2022 Replace Pedestrian Bridge (may go into 2023) 2023 Repair Picnic Shelter Parking* (very poor condition) Designing a new picnic shelter parking lot would typically be done when picnic shelters are rebuilt in 2028 (design whole area), but pavement is in such poor condition now, replacing what is there is recommended in 2023. Prairie Restoration -2022 Background Project recommended in the 2017 Park System Master Plan. PRC discussion of habitat restoration opportunities in 2019. Letter of support for a Great River Greening application to state submitted in April, 2020. Grant awarded –ranked high since prairie will help improve quality of Bassett Creek. Project reviewed by PRC and EQC and posted online winter of 2021/2022. Great River Greening agreement in place, with GRG providing $85,000 and City of Crystal providing $11,000. Current Status Project began in spring of 2022. Project put on hold in spring of 2022. PRC recommended moving forward with the prairie project in July, 2022. EQC recommended moving forward with the prairie project in July, 2022. Next Steps Council weigh-in on whether to move forward with the prairie restoration project. Dog Park -2022 Background Project recommended in the 2017 Park System Master Plan. Dog Park issues raised since then, but PRC pointed to new dog park coming soon. PRC reviewed other dog parks in preparation for design in 2021. Design consultant hired in summer of 2021. Designs reviewed / amended by PRC and shared online fall of 2021. Project bid in spring –bids rejected. Current Status WCA Decision –Approved. BCWMC Permit –Approved. City Building Permit –Approved. Next Steps Tree and brush removal begins August 17. Additional work this fall as feasible. Remaining items re-bid this winter. Pedestrian Bridge -2022 Background Maintenance Project –replace aging bridge in existing location. Maintenance equipment unable to maintain the bridge during the winter (complaints). Old bridge was removed February 2022. Design consultant hired in the spring of 2022. Soil borings conducted in spring of 2022. Consultant and watershed district have met and reached agreement on the hydraulic modeling approach to be used. Bridge and abutment design is advancing. Current Status Watershed permit application is being prepared for an August 26 submission date. Consultant inquiring if a DNR MPARS permit will be required for placing riprap in waterway. Next Steps Submit watershed permit application by August 26 for a September 15 meeting. Complete design and hire contractor to build the bridge abutments in the fall of 2022. Order bridge –place on new abutments in winter of 2022/2023. Parking Lot -2023 Background Project recommended in the 2017 Park System Master Plan –likely in conjunction with picnic shelter construction in the future (2028). However, pavement is in very poor condition now (complaints), so staff recommends replacing pavement (same footprint) in 2023. Design consultant hired in summer of 2021. Designs reviewed by PRC and shared online fall of 2021. Project bid in spring –bids rejected. Current Status Waiting to rebid project early in 2023. Next Steps Determine if parking lot should be replaced in same location now; or wait and design a new one with picnic shelters in the future (2028). Disc Golf Course -2023 Background Project recommended in the 2017 Park System Master Plan. Disc golf course would include fairways through the restored prairie. PRC has been reviewing other disc golf courses in preparation for design. Current Status Reviewing consultant proposals. PRC gathering information and ideas from other disc golf courses. Next Steps Hire consultant. Provide consultant with input gathered by PRC. Design course with input from public and PRC –online and in person. Construction in 2023. Other Upcoming Projects 2022 Becker Park Pickleball Courts:Project nearly complete. Fair School Soccer Field:Construction scheduled to begin on August 15. Planning for 2023: Welcome Park:Online survey currently available. ◦New Play Area Banner with link to survey posted prior to Frolics. ◦New Adult Fitness Area Broadway Park:Online survey currently available. ◦New Play Area Input on concepts received at 8/3 meeting. ◦New Picnic Shelter Crystal Highlands Park:Online survey currently available. ◦New Picnic Shelter Input on concepts received at 7/6 meeting. https://parksandrec.crystalmn.gov/recreation/park_system_projects Questions? 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov CITY MANAGER WORK PLAN MONTHLY CHECK IN – AUGUST 2022 Objective 1 – Strategic planning for continued implementation of Council priorities: o Thriving Business Community ▪ Open To Business assistance available ▪ Community Development staff a resource for local business community ▪ Community Development staff continuing to meet with developers regarding redevelopment opportunities for vacant or underutilized buildings o Strong Neighborhoods ▪ Code enforcement – on-going ▪ Continued implementation of Master Parks System Plan improvements – court improvements at Becker Park complete and soccer field at FAIR starting soon ▪ Home improvement loans/rebates available through CEE- on- going o Sound fiscal policies and practices ▪ Preliminary 2023-2024 budget reviewed 8/4/22 and coming back 8/18/22 ▪ Updated long term plan (2023 – 2032) reviewed 8/4/22 o Welcoming and inclusive community ▪ Inclusion and Diversity Commission established 6/21/22 – recruiting for commission candidates Objective 2 – Work-life balance o Connecting with neighboring city managers – on-going o Participate in metro and state professional organization to stay current with trends o Continue participation in peer group o Council selected consultant to coordinate city manager search process; assisting with position profile information for late August draft Objective 3 – Monitor difficult conversations regarding Council effectiveness o Inclusion and diversity commission final version unanimously approved Page 1 of 3 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Aug. 12, 2022 City Council Meeting Agenda Tuesday, Aug. 16, 2022 7 p.m. Community Center - Forest Room/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. Consent Agenda The Council will consider 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 a resolution accepting donations. 3.4 Adoption of a resolution 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. 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 3 5. Public Hearing 5.1 The Mayor will open a public hearing to receive comment, and the Council will consider adoption of a resolution vacating an easement at 6000 Medicine Lake Rd. The property owner of 6000 Medicine Lake Rd. is preparing to sell the property and the title company is requiring the vacation of an easement. The easement to be vacated was platted in 1974; there are no utilities in the easement and the house was constructed over the easement. After the public hearing, recommend adoption of the resolution vacating this easement. 6. Regular Agenda 6.1 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. 6.2 The Council will consider the first reading of an ordinance rezoning 5240 West Bdwy to TC-PD for 58-unit apartment building (5240 Apts). Crystal Housing Group is proposing to purchase the lots at 5232 – 56 West Bdwy, consolidate them into one lot and build a four-story, 58-unit apartment building on the site. The property is currently zoned Industrial and the applicant is applying to rezone it to Town Center – Planned Development as apartments are a permitted use in that district. The Planning Commission held a public hearing on the requested rezoning on Aug. 8 and recommended approval of the rezoning. Recommend approval of the first reading of the ordinance rezoning 5240 West Bdwy to Town Center-Planned Development. 6.3 The Council will consider the first reading of an ordinance amending City Code Chapter V, Unified Development Code (UDC). The City Council reviewed proposed changes to the UDC at its July 19 work session. These changes were reviewed during the Planning Commission’s Aug. 8 public hearing on the matter. The Planning Commission recommended denial of the proposed changes, with the exception of the provision allowing vehicle sales at 6030, 6048 – 58 Lakeland Ave. N. Despite the Planning Commission’s recommendation, recommend approval of the first reading of the ordinance making all the changes as originally proposed. 6.4 The Council will consider the first reading of an ordinance amending City Code Chapter IV, Subsection 400.17 (numbering of buildings). Subection 400.17 of the City Code needs updating to clarify the requirements for property addresses being visible from both alley and street. Recommend approval of the first reading of the ordinance amending Subsection 400.17 of the City Code. 6.5 The Council will consider approval of the 2023 West Metro Fire-Rescue District budget. The Joint Powers Agreement for the West Metro Fire-Rescue District (WMFRD) requires the WMFRD Board to approve the budget no later than the July meeting and both cities to approve the budget by Aug. 31. Chief Larson presented the preliminary 2023 budget at a Page 3 of 3 May Council work session and the WMFRD Board approved it at the July 13 meeting. The 2023 budget includes an additional staff position with associated costs and benefits, the first lease payment on the four engines (discussed at several Council work sessions) and continues the contributions to the capital, insurance and compensated absences funds. The budget also includes a decrease in the contribution to the special revenue pension fund. Recommend approval of the 2023 WMFRD budget as presented. 6.6 The Council will consider 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. At its July 19 work session, the Council discussed the recent law legalizing the sale of certain edible cannabis products. The Council discussed adopting an interim ordinance establishing a moratorium on the sale of cannabis products to allow staff to the study the issues related to the city’s regulatory authority of these products. City Attorney Gilchrist drafted the interim ordinance and resolution authorizing summary publication of the interim ordinance. Recommend adoption of the interim ordinance and the resolution authorizing summary publication of the interim ordinance. 7. Announcements a. The City Council will hold a work session on Thursday, Aug. 18 at 6:30 p.m. at the Crystal Community Center, 4800 Douglas Dr. N., and via Zoom. b. Crystal Suite Living, 3501 Douglas Dr. N., will have a public open house on Wednesday, Aug. 31 from 1-4 p.m. c. City offices are closed Monday, Sept. 5 in observance of the Labor Day holiday. d. The next City Council meeting is Tuesday, Sept. 6 at 7 p.m. in the Council Chambers at City Hall and via Zoom. e. 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. 8. Adjournment Have a great weekend; see you at Tuesday’s meeting. Remember the meeting is in the Forest Room at the Community Center. Crystal City Council work session minutes July 14, 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 6:30 p.m. on July 14, 2022 in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota and via Zoom. Mayor Adams called the meeting to order. I.Attendance The city manager recorded the attendance for city council members and staff: Council members present: Adams, Banks, Budziszewski, Cummings, Kiser, and LaRoche. Council Member Parson was present via Zoom. City staff present: City Manager A. Norris, Police Chief S. Revering, Deputy Police Chief B. Hubbard, Lieutenant P. Underthun, Recreation Director J. Elholm, and Public Works Director M. Ray. Community Development Director J. Sutter was present via Zoom. II.Agenda The Council and staff discussed the following agenda item: 1.Quarterly police update. III.Adjournment The work session adjourned at 7:20 p.m. ________________________________ Jim Adams, Mayor ATTEST: Anne Norris, City Manager 3.1(a) Crystal City Council and Parks and Recreation Commission special joint work session minutes July 14, 2022 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the special joint work session of the Crystal City Council and Parks and Recreation Commission was held at 7:20 p.m. (immediately following the regular City Council work session) on July 14, 2022 in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota, and via Zoom. Mayor Adams called the meeting to order. I.Attendance The city manager recorded the attendance for city council members and staff: Council members present: Adams, Banks, Budziszewski, Cummings, Kiser, and LaRoche. Council Member Parson was present via Zoom. City staff present: City Manager A. Norris, Police Chief S. Revering, Deputy Police Chief B. Hubbard, Recreation Director J. Elholm, and Public Works Director M. Ray. Community Development Director J. Sutter was present via Zoom. Also present were Parks and Recreation commissioners: Anderson, Cooper, Eidbo, Haney, Kolb, McCaffrey, and Sumnicht. Commissioner Onesirosan was present via Zoom. II.Agendas The Council and staff discussed the following joint work session agenda items: 1.Crystal Cove Aquatic Center. 2.Bassett Creek Park. III.Adjournment The joint work session adjourned at 9:01 p.m. Jim Adams, Mayor ATTEST: Anne Norris, City Manager 3.1(b) Crystal City Council work session minutes July 19, 2022 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 at 6 p.m. on July 19, 2022 in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota 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: Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche, and Parsons. City staff present: City Manager A. Norris, City Attorney T. Gilchrist, Public Works Director M. Ray, Police Chief S. Revering, Community Development Director J. Sutter, City Planner D. Olson and City Clerk C. Serres. Assistant City Manager K. Therres was present via Zoom. II.Agenda The Council and staff discussed the following agenda items: 1.Draft Blue Line Extension resolution. 2.Regulation of cannabis edibles. 3.Unified Development Code amendments. Mayor Adams continued the work session to resume immediately after the City Council meeting. Mayor Adams resumed the work session at 8:48 p.m. The Council and staff discussed the following remaining agenda items: 3.Continued discussion of Unified Development Code amendments. 4.City manager monthly check-in. 5.Constituent issues update. 6.New business. 7.Announcements. III.Adjournment The work session adjourned at 9:07 p.m. ________________________________ Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 3.1(c) Crystal City Council meeting minutes July 19, 2022 Page 1 of 4 1.Call to Order Pursuant to due call and notice thereof, the regular meeting of the Crystal City Council was held on July 19, 2022 at 7 p.m. in the Council Chambers at City Hall, 4141 Douglas Dr. N. in Crystal, Minnesota, 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: Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche, and Parsons. City staff present: City Manager A. Norris, City Attorney T. Gilchrist, 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, Deputy Police Chief B. Hubbard, 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 Parsons to approve the agenda. Motion carried. Mayor Adams removed item 4.5 from the consent agenda and added it to the regular agenda before the first regular agenda item. 3.Appearances 3.1 Police Chief Revering recognized police officers. 4.Consent Agenda The Council considered 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 work session on June 21, 2022. b. The City Council meeting on June 21, 2022. c. The City Council special work session on July 7, 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 Res. No. 2022-61, accepting a donation. 4.4 Appointment of Jennifer Zielinski to the Parks and Recreation Commission, representing Ward 2, to a term expiring Dec. 31, 2023. 4.5 As noted above, this item was removed from the consent agenda and added to the regular agenda before the first regular agenda item. 3.1(d) Crystal City Council meeting minutes July 19, 2022 Page 2 of 4 Moved by Council Member Kiser and seconded by Council Member Parsons to approve the consent agenda as amended. Motion carried. 5. Open Forum The following person addressed the Council: • Bill Feist, 15750 Territorial Rd., expressed his concerns regarding rental property compliance orders. 6. Public Hearing 6.1 Mayor Adams announced the purpose of the public hearing: To receive comment, and Council consideration of a new off-sale liquor license for Mejron Investments Ltd. Corp. d/b/a The Wine Thief and Ale Jail located at 3600 Douglas Dr. N. City Clerk Chrissy Serres, Police Chief Stephanie Revering, and Community Development Director John Sutter addressed the Council. Mayor Adams opened the public hearing for testimony. The following person addressed the Council: • Sabin Peterson, 3656 Douglas Dr. N., opposing approval of the license. There being no one else wishing to appear before the Council to give testimony, Mayor Adams declared the public hearing closed. Written comment was received by Jill Scholz opposing approval of the license. Moved by Mayor Adams and seconded by Council Member Budziszewski to approve the off-sale liquor license for Mejron Investments Ltd. Corp. d/b/a The Wine Thief and Ale Jail located at 3600 Douglas Dr. N. Voting aye: Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche, and Parsons. Motion carried. 7. Regular Agenda Item 4.5 was removed from the consent agenda and added to the beginning of the regular agenda. 4.5 The Council considered adoption of a resolution approving the use of Hennepin County funds for preservation of owner-occupied affordable housing (Homes Within Reach). Community Development Director John Sutter addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution: RESOLUTION NO. 2022 – 62 APPROVING THE USE OF HENNEPIN COUNTY FUNDS FOR PRESERVATION OF OWNER-OCCUPIED AFFORDABLE HOUSING (HOMES WITHIN REACH) 3.1(d) Crystal City Council meeting minutes July 19, 2022 Page 3 of 4 By roll call and voting aye: Kiser, LaRoche, Parsons, Banks, Budziszewski, and Cummings. Voting nay: Adams Motion carried, resolution declared adopted. 7.1 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 Budziszewski and seconded by Council Member LaRoche to approve the list of disbursements over $25,000. Voting aye: Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche, and Parsons. Motion carried. 7.2 The Council considered civil penalties for violation of liquor license regulations by Klever Alcibar Sanchez Miranda d/b/a Klever Liquor located at 5120 56th Ave. N. City Clerk Chrissy Serres addressed the Council. Business owner Klever Sanchez also addressed the Council. Moved by Council Member Parsons and seconded by Council Member Banks to impose a penalty of $750 for violation of liquor license regulations. Voting aye: Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche, and Parsons. Motion carried. 7.3 The Council considered civil penalties for violation of tobacco license regulations by Stino, Inc. d/b/a Big Louie’s Bar and Grill located at 5216 West Bdwy. City Clerk Chrissy Serres addressed the Council. Moved by Council Member LaRoche and seconded by Council Member Budziszewski to impose a penalty of $750 for violation of tobacco license regulations. By roll call and voting aye: LaRoche, Parsons, Adams, Banks, Cummings, and Kiser. Voting nay: Budziszewski. Motion carried. 7.4 The Council considered civil penalties for violation of tobacco license regulations by Northern Tier Retail, LLC d/b/a Speedway #4052 located at 5359 West Bdwy. City Clerk Chrissy Serres addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Kiser to impose a penalty of $750 and a one-day license suspension for violation of tobacco license regulations. By roll call and voting aye: Parsons, Banks, Budziszewski, Cummings, Kiser, and LaRoche. Voting nay: Adams. Motion carried. 3.1(d) Crystal City Council meeting minutes July 19, 2022 Page 4 of 4 7.5 The Council considered a resolution requesting a six-lane option for inclusion in the Blue Line Extension environmental review. Community Development Director John Sutter addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Parsons to adopt the following resolution: RESOLUTION NO. 2022 – 63 REQUEST FOR INCLUSION OF ALTERNATIVES IN THE ENVIRONMENTAL REVIEW FOR THE METRO BLUE LINE EXTENSION Voting aye: Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche, and Parsons. Motion carried, resolution declared adopted. 7.6 The Council considered a resolution awarding the 2022 contract for miscellaneous concrete repairs. Public Works Director Mark Ray addressed the Council. Moved by Council Member LaRoche and seconded by Council Member Cummings to adopt the following resolution: RESOLUTION NO. 2022 – 64 AUTHORIZING THE CONTRACT FOR 2022 CONCRETE REPAIR PROJECT Voting aye: Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche, and Parsons. Motion carried, resolution declared adopted. 8. Announcements The Council made announcements about upcoming events. 9. Adjournment Moved by Council Member Budziszewski and seconded by Council Member LaRoche to adjourn the meeting. Motion carried. The meeting adjourned at 8:47 p.m. _____________________________________ Jim Adams, Mayor ATTEST: _____________________________________ Chrissy Serres, City Clerk 3.1(d) Crystal City Council special work session minutes July 20, 2022 Pursuant to due call and notice given in the manner prescribed by Sectio n 3.01 of the City Charter, the special work session of the Crystal City Council was held at 6:32 p.m. on July 20, 2022 in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota and via Zoom. Mayor Adams called the meeting to order. I.Attendance The city manager recorded the attendance for city council members and staff: Council members present: Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche, and Parsons. City staff present: City Manager A. Norris and Assistant City Manager K. Therres. II.Agenda The Council and staff discussed the following agenda item: 1.Proposals from consultants to assist with the city manager search process. III.Adjournment The special work session adjourned at 8:17 p.m. ________________________________ Jim Adams, Mayor ATTEST: Anne Norris, City Manager 3.1(e) Crystal City Council special work session minutes July 21, 2022 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the special work session of the Crystal City Council was held at 7 p.m. on July 21, 2022 in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota and via Zoom. Mayor Adams called the meeting to order. I.Attendance The city manager recorded the attendance for city council members and staff: Council members present: Adams, Cummings, Kiser, LaRoche, and Parsons. Council Member Budziszewski was present via Zoom. Council Member Banks was absent. City staff present: City Manager A. Norris. Also present: Dr. Abdul M. Omari and Peter Bell. II.Agenda The Council and staff discussed the following agenda item: 1. Point – counterpoint: a discussion on equity, inclusion and diversity. III.Adjournment The special work session adjourned at 8:52 p.m. ________________________________ Jim Adams, Mayor ATTEST: Anne Norris, City Manager 3.1(f) Crystal City Council special work session minutes July 26, 2022 Pursuant to due call and notice given in the manner prescribed by Sectio n 3.01 of the City Charter, the special work session of the Crystal City Council was held at 6:41 p.m. on July 26, 2022 in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota and via Zoom. Mayor Adams called the meeting to order. I.Attendance The city manager recorded the attendance for city council members and staff: Council members present: Adams, Banks, Budziszewski, Cummings, Kiser, and LaRoche. Council Member Parsons was absent. City staff present: City Manager A. Norris was present via Zoom. II.Agenda The Council and staff discussed the following agenda item: 1.Consultant proposals to assist with the city manager search process. III.Adjournment The special work session adjourned at 7:14 p.m. ________________________________ Jim Adams, Mayor ATTEST: Anne Norris, City Manager 3.1(g) Crystal City Council work session minutes Aug. 4, 2022 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 at 6:35 p.m. on Aug. 4, 2022 in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota 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: Adams, Budziszewski, Cummings, Kiser, and LaRoche. Council Member Parsons was present via Zoom. Council Member Banks was absent. City staff present: City Manager A. Norris, West Metro Fire-Rescue District Chief S. Larson, Public Works Director M. Ray, Police Chief S. Revering, Finance Director J. McGann, Assistant Finance Director J. Bursheim, Community Development Director J. Sutter, Deputy Police Chief B. Hubbard, and City Clerk C. Serres. Assistant City Manager K. Therres and Recreation Director J. Elholm were present via Zoom. II.Agenda The Council and staff discussed the following agenda items: 1. 2023 – 2024 budgets and preliminary levies. 2. 2023 – 2032 long term plan. III.Adjournment The work session adjourned at 7:54 p.m. ________________________________ Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 3.1(h) Page 1 of 2 City of Crystal Council Meeting Aug. 16, 2022 Applications for City License Rental – New 3501 Douglas Dr. N. – Coventry Properties of Crystal 3601 Douglas Dr. N. – Logan Ridpath 5330 Idaho Ave. N. – Anil Patel 4707 Perry Ave. N. – Michael Luseni (Conditional) 5817 Quail Ave. N. – Lucas Berry (Conditional) 5414 Xenia Ave. N. – Chanel Pederson (Conditional) Rental – Renewal 5027 Angeline Ave. N. – Theo Smulders 4041 Brunswick Ave. N. – Serenity Village (Conditional) 4641 Brunswick Ave. N. – Dwayne Meier (Conditional) 3422 Douglas Dr. N. – Wally Anderson (Conditional) 4237 Douglas Dr. N. – Drew Kabanuk 5126 Edgewood Ave. N. – Wally Anderson (Conditional) 5136 Edgewood Ave. N. – Stephanie Holmes (Conditional) 3016 Florida Ave. N. – Daniel Dahlin 3117 Georgia Ave. N. – Reill Properties LLC (Conditional) 3156 Idaho Ave. N. – John Furlong 4825-4827 Idaho Ave. N. – Constance Andrzejek (Conditional) 2717 Jersey Ave. N. – Yuan Chai (Conditional) 3100 Louisiana Ave. N. – Kyle Sedam (Conditional) 4601 Louisiana Ave. N. – Reill Properties LLC (Conditional) 4616 Maryland Ave. N. – Chen Zhou 5300 Maryland Ave. N. – Benjamin Williams 5413 Maryland Ave. N. – Lan Feng Burke (Conditional) 5644 Maryland Ave. N. – IH2 Property Illinois LP (Conditional) 3210 Nevada Ave. N. – Nevada 32 Trust 4724 Nevada Ave. N. – FYR SFR Borrower LLC (Conditional) 3406 Noble Ave. N. – Susan Kowaliw (Conditional) 8224 Northern Dr. – Mark Poppitz 5844 Orchard Ave. N. – Libman Bros. LLC (Conditional) 5825 Perry Ave. N. – Christina Duong 3501 Regent Ave. N. – Yim Wing Yu 5540 Regent Ave. N. – Arlynn Parker 5520 Twin Lake Ter. – Drew Kabanuk (Conditional) 3217 Utah Ave. N. – Jason Flaa 3018 Virginia Ave. N. – Kevin Olson 3309 Welcome Ave. N. – Homeguard Properties 4534 Welcome Ave. N. – Jeanne Rudelius (Conditional) 5732 West Broadway - Peter Hoeben (Conditional) 5762 West Broadway – SFR II Borrower 2021-3 LLC (Conditional) 4230 Xenia Ave. N. – Christina Duong 3.2 Page 2 of 2 Rental – Renewal continued 4534 Zane Ave. N. – Herman Capital Partners 3 (Conditional) 5619 Zane Ave. N. – Fruen and Pfeiffer LLP (Conditional) 6300 31st Ave. N. – Norman Hillesland (Conditional) 6511 31st Ave. N. – Larry Emond (Conditional) 8000 32nd Ave. N. – Darrin Kapphahn 8308 32nd Pl. N. – Brent Rohs 5910 36th Ave. N. – Michael Fruen c/o Reese Pfeiffer (Conditional) 6602 36th Ave. N. – IH2 Property Illinois, LP (Conditional) 6418 37th Ave. N. – Bonnie Nguyen (Conditional) 6629 41st Ave. N. – Jean Witthoft 6406 44th Ave. N. – Confidential Software LLC 6820-6824 44th Ave. N. – Minny Investments LLC (Conditional) 5915 47th Ave. N. – HPA II Borrower 2019-1 LLC (Conditional) 6723 50th Ave. N. – Matthew Selden (Conditional) 6917 50th Ave. N. – SFR II Borrower 2021-3 LLC (Conditional) 5401 51st Ave. N. – Crystal Leased Housing (Conditional) 5328 53rd Ave. N. – Teresa Watje (Conditional) 4912 56th Ave. N. – Joseph Rice (Conditional) 6506 57th Ave. N. – Alicia Barevich 6324 61st Ave. N. – Ignacio Ruiz (Conditional) 3.2 CITY OF CRYSTAL RESOLUTION NO. 2022 - RESOLUTION ACCEPTING DONATIONS FROM GOLDEN VALLEY VFW POST 7051 AND 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 donations: Donor Purpose Amount Golden Valley VFW Post 7051 Crystal Airport Open House $250 West Metro Fire-Rescue Relief Association Crystal K-9 program $5,000 And BE IT FURTHER RESOLVED that the Crystal City Council sincerely thanks the above-named for their generous donations. Dated: Aug. 16, 2022 By: __________________________ Jim Adams, Mayor ATTEST: __________________________ Christina Serres, City Clerk 3.3 Memorandum DATE: August 10, 2022 TO: Mayor and City Council Anne Norris, City Manager FROM: Jean McGann, Finance Director SUBJECT: Resolution Ordering the Preparation of an Assessment Roll, Declaring the Amount to be Assessed, and Setting the Date for a Public Hearing for Year 2022 Delinquent Accounts Introduction: Each year, the City levies special assessments on properties that have received services during the year, but have not paid the invoices that were sent out. These services include: utility charges, administrative citations, garbage and refuse removal, nuisance abatements, weed mowing, tree trimming/removal, and false alarm fines. Discussion: Receivables that are included in the assessment are those that were delinquent on July 31, 2022. The total amounts due as shown: **NOTE: For 2022, the totals of the delinquent amounts increased by 18 % overall compared to 2021** Service August 2021 August 2022 Change Utility Charge $561,116.65 $631,945.32 13% Administrative Citations $26,936.00 $35,241.00 31% Refuse and Litter Abatement $2,804.13 $7,546.41 169% Weed Mowing $3,211.14 $2,097.86 -35% False Alarm Fees $1,850.00 $680.00 -63% Nuisance Charges $743.03 $25,315.86 3307% $596,660.95 $702,826.45 18% The total amounts in the 2022 resolution will be reduced by customer payments as they come in. In 2021, 41% of the August balance was collected prior to certification to Hennepin County in December. Any delinquent accounts not paid by 4:30 p.m. on Wednesday, October 19th, 2022 will be charged a $35 city administration fee. Customers will have until 4:30 p.m. on November 29th, 2022 to pay delinquent balances. Delinquent balances not paid by this time will be assessed against the property and will 3.4 accrue interest at an annual rate of nine percent (9%) from November 1, 2022, through December 31, 2023, plus a $2.50 county administration fee. The resolution sets the public hearing for October 18, 2022 at 7:00 PM. Letters will be sent in mid-September to the owners of each property with an assessment to notify them of the special assessment and of this public hearing. Notice of the public hearing will also be published in the Crystal/Robbinsdale Sun Post in late September. Recommended City Council Action(s): It is recommended that the City Council approve the resolution. 3.4 RESOLUTION NO. 2022 - ____ RESOLUTION ORDERING PREPARATION OF AN ASSESSMENT ROLL, DECLARING AMOUNT TO BE ASSESSED, AND SETTING A PUBLIC HEARING DATE FOR 2022 DELINQUENT ACCOUNTS WHEREAS, properties within the city have benefited from services provided. BE IT RESOLVED that the City Council of the City of Crystal, Minnesota, hereby approves the following: 1. That an assessment roll be prepared for delinquent payment of services 2. That amounts currently eligible for assessment are declared to be: Utility charges $631,945.32 Administrative citations $35,241.00 Refuse and litter abatement $7,546.41 Nuisance abatements $25,315.93 Weed mowing $2,097.86 False alarm fees $680.00 3. That a public hearing will be held on Tuesday, October 18, 2022 The City Council will meet in the Council Chambers at City Hall, 4141 Douglas Drive N., on Tuesday, October 18, 2022, at 7:00 p.m., or as soon thereafter as the matter may be heard, to consider assessments to be levied against properties benefiting from services provided. Property owners may appear at this public hearing to object to proposed assessments against their property. The Finance Director is hereby directed to cause notice of the hearing on proposed assessments to be published once in the official newspaper at least two weeks prior to the hearing. The notice shall include the total amount of proposed assessments. Mailed notice shall be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearing. The owner of any property so assessed may, at any time prior to certification of the assessment to Hennepin County, pay the whole of the assessment on such property. • If the entire assessment is paid by 4:30 p.m. on Tuesday, November 29, 2022, no interest will be charged. • Delinquent balances not paid by 4:30 p.m. on Tuesday, November 29, 2022, will be assessed against the property. This means that the delinquent balance will be reported to Hennepin County, which will add it to the 2023 property tax statement for the Service Address. Assessed amounts will accrue interest at an annual rate of nine percent (9%) from November 1, 2022, through December 31, 2023, plus a $2.50 county administration fee. • An owner may, at any time thereafter, pay to Hennepin County the entire amount of the assessment remaining unpaid, with interest (9%) accrued to December 31st of the year in which such payment is made, plus the $2.50 county administration fee. Adopted by the City Council of the City of Crystal this 16th day of August, 2022. ___________________________ Jim Adams, Mayor ATTEST: _________________________ Christina Serres, City Clerk 3.4 6000 MEDICINE LAKE ROAD – VACATE EASEMENT PAGE 1 OF 3 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Anne Norris, City Manager (for August 16 City Council Meeting) DATE: August 11, 2022 RE: PUBLIC HEARING: Consider adoption of a resolution approving a vacation of a drainage and utility easement at 6000 Medicine Lake Road A.BACKGROUND Barbara Curry, owner of the property at 6000 Medicine Lake Road, is proposing to sell the property and is required by her title company to vacate an easement before closing. The easement in question was platted in 1974 when the Lamplighter Square 7th Addition plat was approved by the City Council. Although there are no utilities within this easement, the applicant’s home was constructed over the easement. Attachment: A.Resolution COUNCIL STAFF REPORT Vacate Drainage and Utility Easement 6000 Medicine Lake Road 5.1 6000 MEDICINE LAKE ROAD – VACATE 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 drainage and utility easement was dedicated to the city in 1974 when the Lamplighter Square 7th Addition plat was approved by the City Council. Utilities were never installed in the 1974 easement location and this easement was supplanted by a new easement on the western portion of the property in 1999 (this easement is not encroached by the home). The 1974 easement was not vacated upon granting of the 1999 easement, and the home was constructed over the 1974 easement. The property owner is now requesting that the 1974 easement be vacated to satisfy the requirements of their title company so that the home can be sold. The city is retaining a 5’-wide easement along the rear property line. Notice of the August 16 public hearing was published in the Sun Post on August 4, and mailed to four utility companies: Comcast, CenterPoint Energy, Xcel Energy, and Lumen (formerly CenturyLink). Comcast, Lumen and Centerpoint have responded by saying they 5.1 6000 MEDICINE LAKE ROAD – VACATE EASEMENT PAGE 3 OF 3 have no objection to the easement vacation, but Xcel has not responded to a request for comment. C. REQUESTED ACTION City staff recommends that the drainage and utility easement located at 6000 Medicine Lake Road 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. City Council approval of the attached resolution is requested. 5.1 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2022-_____ RESOLUTION VACATING A DRAINAGE AND UTILITY EASEMENT WITHIN THE PLAT OF LAMPLIGHTER SQUARE 7TH ADDITION WHEREAS, the City of Crystal (the “City”) is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, in 1974, the Lamplighter Square 7th Addition plat was recorded in Hennepin County, Minnesota, and a perpetual drainage and utility easement (“Easement”) was conveyed to the City over Lot 2, Block 1; and WHEREAS, the area covered by the Easement is legally described in the attached Exhibit A and is depicted on the attached Exhibit B; and WHEREAS, the current owner of the property has requested the City vacate the Easement so the property could be sold; and WHEREAS, pursuant to City Charter section 12.06, the City scheduled and held a public hearing on August 16, 2022 to consider the vacation of the Easement, during which all interested parties were heard; and WHEREAS, the City has the authority, pursuant to City Charter section 12.06, to vacate public drainage and utility 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. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1.The Easement legally described in the attached Exhibit A and depicted on the attached Exhibit B is hereby vacated. 2.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. 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 16th day of August, 2022. Attachment A 5.1 ____________________________ Jim Adams, Mayor ATTEST: ___________________________ Chrissy Serres, City Clerk 5.1 A-1 EXHIBIT A Legal Description of Vacated Easement To vacate that part of the Utility and Drainage Easement as dedicated on Lot 2, Block 1, Lamplighter Square 7th Addition, Hennepin County, Minnesota, according to the recorded plat thereof being a 20 foot strip of land which lies 10 feet on each side of and adjacent to a line drawn parallel to and 80 feet Southwesterly of the Northeasterly line of said Lot 2, except the Northwesterly 5.00 feet of said Lot 2. 5.1 B-1 EXHIBIT B Depiction of Vacated Utility Easement 5.1 Payee HealthPartners, Inc. LOGIS MN PERA Northwest Asphalt, Inc. Center for Energy & Environment Golden Valley JWC Kraus-Anderson Construction Co. Metropolitan Council Environ Svs Short Elliot Hendrickson, Inc. Ebert Construction Golden Valley JWC LOGIS MN PERA DATE: August 10, 2022 TO: Anne Norris, City Manager City of Crystal City Council FROM: Jean McGann, Contracted Finance Director RE: Expenditures over $25,000 Description August health insurance premiums Monthly application support & hosting, Utilities fiber project Employee & city required contributions for 7/22/22 pay date 2022 Utility Reconstruction project AFP #1 Home improvement loan/grant program February through April water costs New police building costs Wastewater services for August 2022 Utility Reconstruction and Mill & Overlay projects New police building costs June water costs Monthly application support & hosting, Utilities fiber project Employee & city required contributions for 8/5/22 pay date 6.1 Amount $109,380.00 $74,936.70 $61,666.22 $166,370.00 $26,338.70 $414,270.40 $153,524.74 $142,050.57 $37,103.16 $32,075.76 $242,923.38 $53,267.47 $62,134.54 $1,576,041.64 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 August 16 Meeting) DATE: August 11, 2022 RE: Consider first reading of an ordinance rezoning the property at 5232-5256 West Broadway to Town Center - Planned Development for a proposed apartment building 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 Cente r – 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 Ju ly 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. At the August 8th Planning Commission public hearing, the Commission recommended approval of the rezoning application. No one from the public provided comments on the request. 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 COUNCIL STAFF REPORT Proposed Apartment Building 6.2 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 6.2 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 3 OF 7 • West. Vehicle sales and repair; food shelf, all zoned Commercial (C) • South. Restaurant; vehicle repair, both zoned I 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 6.2 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 4 OF 7 parking areas meets UDC requirements for setbacks, and parking space and aisle dimensions. • 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 condit ion of rezoning approval 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. 6.2 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 5 OF 7 • 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 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 neede d, 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 and 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 r eduction 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. 6.2 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 6 OF 7 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. For this property the minimum street frontage is 231’, bu t the applicant is requesting 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 landscap ed to create a pedestrian-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. 6.2 5232-5256 WEST BROADWAY AVENUE – REZONING T O TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 7 OF 7 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’. The applicant anticipates starting construction of the building in early 2023, with completion in mid-2024. City Council action of the first reading of the ordinance rezoning the property to TC-PD is anticipated on August 16, 2022. If the Council approves first reading, then second reading of the rezoning ordinance would be considered at the September 6th Council meeting in which the lot consolidation and alley easement vacation request will also be considered. 6.2 Site Location and Public Hearing Notice Mailing Map 5232-5256 West Broadway 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 6.2 Zoning Map 5232-5256 West Broadway 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 6.2 2040 Comprehensive Plan Map 5232-5256 West Broadway 4141 Douglas Dr. N. Crystal MN 55422 Attachment C 6.2 366 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 6.2 366 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. 6.2 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 E6.2 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 ©  ƒ     1  ƒ     :        L= 1 9 0 . 9 2 R= 5 7 2 9 . 5 8 ©  ƒ     6ƒ (1  ƒ     : 1 0 0 . 0 0 CAST IRON MONUMENT, NW CORNER OF SEC. 9, TWP. 118, RGE. 21 W. LINE OF SEC. 9 ƒ ƒ ƒ24.5024.50IRON 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  ƒ     :                         6ƒ :1  ƒ     :        4 3 . 4 41  ƒ     : L=31.59 CH=31.59 &+% 1ƒ : R=5754.08 © ƒ  1ƒ ( 6   ƒ      (        1ƒ (10.006   ƒ      (         1ƒ ( 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   ƒ      ( 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 6.2 20020120220380.00 EASEMENT FOR PUBLIC ALLEY PER QUITCLAIM DEED NO. 1388669 (ITEM NO. 8)10 1080.00 1ƒ :6   ƒ     :        1ƒ :43.441ƒ :L=31.59CH=31.59&+% 1ƒ :R=5754.08© ƒ 1ƒ (6ƒ (1ƒ (10.00 6ƒ (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.com6.2 872 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.6.2 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.com6.2 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.)6.2 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)6.2 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.6.2 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:01/18/226.2 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.6.2 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.6.2 ...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.6.2 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 MINNESOTA6.2 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 MEASURE ANTIFREEZEVARIOUSSECONDARY 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 MINNESOTA6.2 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 MINNESOTA6.2 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 BODY6.2 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 6.2 366 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 6.2 6.2 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 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: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 6.2 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 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: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 6.2 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-ABDFJABCD1235141310EGHJ129111314812764 1. typ. roof slope: 1/4" per foot 2. Hatched areas represent cricket drainage: 1/4" per foot 3. ALL OVERFLOW SCUPPERS TO BE INSTALLED 2" ABOVE ROOF DRAIN ELEVATIONS 4. 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 Fan 5. all radon mitigation pipe and rain leader locations to be coordinated w/ mechanical contractor 6. 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 cap 7. min. 6" flat rigid insulation at roof drains 8. ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS 9. window washing fall protection davit spacing, qty, and location to be determined by davit supplier/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 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: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 6.2 # 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- coordinatelocationw/ mech -typ.radon vent- coordinatelocationw/ mech -typ.radon vent- coordinatelocationw/ 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. 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 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 6.2 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 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- coordinate location w/ mech -typ.radon vent- coordinate location w/ mech -typ.radon vent- coordinate location w/ mech -typ.radon vent- coordinate location w/ mech -typ.radon vent- coordinate location w/ 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 6.2 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 6.2 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 6.2 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: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 6.2 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 6.2 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: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 6.2 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 6.2 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 6.2 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 6.2 6.2 6.2 6.2 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 6.2 6.2 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 6.2 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. 6.2 _____________________________ Jim Adams, Mayor ATTEST: __________________________ Chrissy Serres, City Clerk First Reading: _____________________________________ Second Reading and Adoption: ________________________ Publication: ________________________ Effective Date: ________________________ 6.2 UDC AMENDMENTS PAGE 1 OF 5 ___________________________________________________________________________ FROM: Dan Olson, City Planner TO: Anne Norris, City Manager (for August 16 meeting) DATE: August 11, 2022 RE: Consider first reading of ordinance amending the Unified Development Code __________________________________________________________________________ A.BACKGROUND Staff is requesting miscellaneous amendments to the unified development code (UDC). Most of the proposed amendments are corrections or clarifica tions, brought about by things we learned while administering the UDC’s requirements. At their work session on July 19, 2022, staff reviewed these amendments with the City Council. On August 8th the Planning Commission held the public hearing and re commended 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. Attachments: A.Letter from Dan Pearson, property owner of 6048 - 6058 Lakeland Ave N (Premier Auto) B.Ordinance amending the UDC COUNCIL STAFF REPORT UDC amendments 6.3 UDC AMENDMENTS PAGE 2 OF 5 B. PROPOSED AMENDMENTS 1. Consistent use of word “multiple” (pages 11, 19, 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 o ther 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 nonconform ing”, 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 current properties. The aerial photo below shows the two properties. 6.3 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. 6.3 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 stand ard 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 th e 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 alley. 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 (page 16). This amendment clarifies 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. 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. 6.3 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 first reading of the ordinance in attachment B is requested. The following is the proposed schedule for adopting a new ordinance: September 6 Council considers second reading and adoption Sept. 15 Summary of ordinance published Oct. 15 Effective date of ordinance 6.3 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 6.3 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: ____________, 2022 Second Reading: __________, 2022 Council Adoption:_________, 2022 Publication: Effective Date: BY THE CITY COUNCIL Jim Adams, Mayor ATTEST: ____________________________ Christina Serres, City Clerk Attachment B 6.3 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 6.3 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. 6.3 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. 6.3 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. 6.3 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, 6.3 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). 6.3 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). 6.3 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- 6.3 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. 6.3 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 multi-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; 6.3 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. 6.3 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. 6.3 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 6.3 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. 6.3 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. 6.3 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. 6.3 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 6.3 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) 6.3 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) 6.3 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. 6.3 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 6.3 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. 6.3 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; 6.3 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. 6.3 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 fourteen 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: 6.3 101 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: 6.3 106 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. 6.3 107 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). 6.3 114 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 6.3 127 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. 6.3 128 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 6.3 131 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); 6.3 132 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: 6.3 133 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. 6.3 134 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. 6.3 135 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, 6.3 138 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). 6.3 146 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 6.3 147 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. 6.3 148 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; 6.3 149 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). 6.3 150 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: 6.3 159 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. 6.3 166 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. 6.3 167 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. 6.3 168 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: 6.3 169 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. 6.3 173 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. 6.3 177 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; 6.3 179 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 6.3 180 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. 6.3 181 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; 6.3 ___________________________________________________________________________________ FROM: John Sutter, Community Development Director TO: Anne Norris, City Manager (for August 16 meeting) DATE: August 10, 2022 SUBJECT: Consider first reading of an ordinance amending Chapter IV, Subsection 400.17 (numbering of buildings) ___________________________________________________________________________________ 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. City Council approval of first reading is requested. COUNCIL STAFF REPORT City Code Amendment Chapter IV, Subsection 400.17 Numbering of Buildings 6.4 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. 6.4 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: 6.4 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.6 6.6 6.6 6.6 6.6 6.6 6.6 Please hand this torm to the City Clerk before the meeting liegi 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: t. - r IP Nol-11c: ,"-\V, p l i � r fi Address: 1 J`1f *� 1j Lip Code. f L Day Phone (optional):. L 3 3 7_-- Email (optional): Thank you for your attendance and participation. 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: Y> S) w _ Address•. 6 � �� 3 �-& �j Zip Code: 'SJ�, Date: 711 � 1 �')�LU Day Phone (optional): Email (optional): Thank you for your attendance and participation. 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) 1 The topic I wish to address is: �(�. /�• C a m �� u _ Name: Address: 35gU 14VC— /`/ Zip Code 5sy Z .7 Date: S�" l 6 - Day Phone (optional):, _ _. Email (optional): Thank you for your attendance and participation. r Please hand this torm to the City Clerk before the nie' eting 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 1 Name; V' t J( /V4Ac_A Address: ' CvA CA I �v Zip Code:1, ��� date:_ LO u Day Phone (optional): _ Email (optional): Thank you for your attendance and participation.