Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
08-26-24-R
Mayor: Address: David GrantIt 1245 W Highway 96 Arden Hills MN 55112 Councilmembers: l l DEN HILLS Phone: Brenda Holden ' 651-792-7800 Emily Rousseau Regular City Council Tena Monson Website: Tom Fabel Agenda www.cityofardenhills.org August 26, 2024 7:00 p.m. City Hall City Vision Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long-standing tradition as a desirable City in which to live, work, and play. Members of the public may attend a meeting in -person at City Hall or they may view the meeting remotely on the City's website using the below link. Meetings are also broadcast on Cable Channel 16 for those that live in Arden Hills. htt os: //c itvofa rd e n h i l l s. o ra/320/Watch - City-Meetinas This meeting will be streamed live on local Cable Channel l6 and available for playback on our website. CALL TO ORDER 1. APPROVAL OF AGENDA 2. TCAAP/Rice Creek Commons Update Jessica Jagoe 3. PUBLIC INQUIRIES/INFORMATIONAL This is an opportunity for citizens to respectfully bring to the Council's attention any items which are relevant to the City. In addressing the Council, you must first state your name and address for the record. Comments shall be limited to three (3) minutes or less. Written documents or other materials should be handed to the City Clerk for distribution to the Council prior to or during the meeting. Council will generally not respond at the same meeting where an issue is initially raised by a member of the public but the Council may refer the issue to staff for further research and possible report or action at a future Council meeting. 4. RESPONSE TO PUBLIC INQUIRIES 5. PUBLIC PRESENTATIONS 5.A. Twin Cities Gateway Update Allen Stauffacher, TC Gateway Documents: MEMO.PDF ATTACHMENT A.PDF 6. STAFF COMMENTS 6.A. Transportation Update David Swearingen, Public Works Director/City Engineer Documents: MEMO.PDF 7. APPROVAL OF MINUTES 8. CONSENT CALENDAR Those items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda. 8.A. Motion To Approve Claims And Payroll Joua Yang, Finance Director Documents: MEMO.PDF 8.13. Motion To Authorize Release Of RFP For Recycling Services Jen Estling, Deputy Clerk Documents: MEMO.PDF ATTACHMENT A.PDF 8.C. Motion To Adopt Ordinance 2024-008 Amending The Arden Hills City Code Regarding Salaries For The Mayor And City Councilmembers Jessica Jagoe, Interim City Administrator Documents: MEMO.PDF ATTACHMENT A.PDF 8.D. Motion To Approve Acknowledgment Of Twin Cities Gateway Grant Funds Jessica Jagoe, Interim City Administrator Documents: MEMO.PDF 9. PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendarwill be removed from the general order of business and considered separately in its normal sequence on the agenda. 10. PUBLIC HEARINGS 10.A. Planning Case 24-015 - Preliminary Plat And Rezoning - Trident Development, LLC - 1700 West Highway 96 (North Heights Lutheran Church) Elena Fransen, Senior Planner Documents: MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF ATTACHMENT E.PDF ATTACHMENT F.PDF ATTACHMENT G.PDF ATTACHMENT H.PDF 11. NEW BUSINESS 11.A. Resolution 2024-041 Approving A Preliminary Plat And Rezoning For The Subject Property At 1700 West Highway 96 - Trident Development, LLC - Planning Case 24-015 (North Heights Lutheran Church) Elena Fransen, Senior Planner Documents: MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF 12. UNFINISHED BUSINESS 13. COUNCIUSTAFF COMMENTS ADJOURN PUBLIC PRESENTATION - 5A ZEEN HILLS MEMORANDUM DATE: August 26, 2024 TO: Honorable Mayor and City Councilmembers FROM: Allen Stauffacher, Twin Cities Gateway Visitors Bureau SUBJECT: Twin Cities Gateway Visitors Bureau Presentation Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motions to approve, table, or deny the following: • NO ACTION IS REQUIRED ON THIS ITEM Discussion Allen Stauffacher of the Twin Cities Gateway Visitors Bureau will be making a presentation to the City Council. No decision is needed from the City Council for this item, but if the City Council would like to discuss further items from the public presentation they could direct Staff to put this item on a future work session or regular meeting for official action. Budget Impact N/A Attachment Attachment A: Presentation from Twin Cities Gateway Visitors Bureau Page 1 of 1 c I T I FIR""m ARDEN HILLS PRESENTATION AUGUST 26., 2024 ABOUT TWIN CITIES GATEWAY Twin Cities Gateway is a destination management organization that promotes the cities of Anoka, Arden Hills, Blaine, Coon Rapids, Fridley, Ham Lake, Lino Lakes, Mounds View, New Brighton and Shoreview. We are responsible for promoting meetings and conventions, sports, events, family leisure travel, hotels, restaurants, and attractions 365 days a year. Mission: Inspire visitors to discover the vibrant Twin Cities Gateway communities to enhance economic growth/vitality Vision: Serve as a premier tourist destination showcasing ultimate sports, the rich culture and natural beauty of the Gateway Communities. Core Values: Relationships, Trust, Integrity, Transparency, Welcome, Serve, Respect, Partnerships, FUN Social Inclusion Statement: Promote belonging and opportunities through our leadership, initiatives and practices. TWIN CITIES GATEWAY OUR STRATEGIC PLAN Strategic Goals/Objectives: • Increase visitors to TCG • a) Utilize data to target marketing initiatives • b) Increase reach to new audiences (EMT Co- op) • c) Cvent (#leads) we d) Participate in X new meetings/conv & trade shows • e) Earned media goal • Welcome all • a) Diverse representation in marketing campaigns/website • b) Website re -design ADA accessible • c) Develop grant opportunities for under- represented communities • Organizational stability and growth • a) Establish reserve/balance policy • b) Budget and funding • c) Sales position • d) Additional community(s) • Increase partnerships/collaborations • a) Expand co-op programs for partners • b) Explore social media co-op opport files: • c) Collaborate with community orgaF.-io ft� city leadership to create and/or pro events TWIN CITIES GATEWAY Al Stauffacher President/CEO 612-269-0441 al@tcgateway.com Lisa Peterson Marketing Director 507-403-9103 lira@tcgateway.com TCG Staff • Sales • Marketing & Social Media • Connect with legislators, councils, chambers -advocate • Education • Present to groups TWIN CITIES GATEWAY TCG HISTORY • Established in 2010 • Two contracted employees • Office Space @ Fridley City Hall • Financials done by Fridley Financial Department 1 • 501(c)(6) ow • Member of Minnesota Association of Convention & Visitors Bureau • Only DMO in state that covers tw h .• r TWIN CITIES GATEWAY H TCG Member Cities • ANOKA • ARDEN HILLS • BLAINE • COON RAPIDS • FRIDLEY 3:I_1LTA ■w_1C144 • LINO LAKES • MOUNDS VIEW • NEW BRIGHTON • SHOREVIEW TWIN CITIES GATEWAY TCG LODGING PROPERTIES Quality Inn & Sulces Arden Hills 1125 Red Fox prtlen Hpls, MN 55112 (661) 484-6551 TripAdvisor Trtiv 912 Reaein9 t... aszo worcnwooas odve Arden Hills, Minnesota 55112 651-266"7666 TripAdvisor Traveler Baling � 09000 • Anoka-2 • Arden Hills-2 • Blaine-3 • Coon Rapids-7 • Fridley-3 • Ham Lake-1 • Lino Lakes-1 • Mounds View-2 • New Brighton-1 • Shoreview-3 rr r TWIN CITIES GATEWAY TCG Board Members By City M • Anoka-1 • Arden Hills-2 • Blaine-2 • Coon Rapids-3 • Fridley-2 • Ham Lake-1 • Lino Lakes-1 • Mounds View-1 • New Brighton-1 • Shoreview-2 • At Large-4 r TWIN CITIES GATEWAY TCG Executive Board • Pete Turok-Chair Anoka Chamber President(At Large) • Jerry Koch -Vice Chair Coon Rapids Mayor (Coon Rapids) • Gary Meehlhause-Treasurer Mounds View Council (Mounds View) • Jennifer Fink -Secretary New Brighton Park Director (New Brighton) • Faheem Amini, GM Holiday Inn Express Coon Rapids (Coon Rapids) • Chris Mickman, Owner of Mickman Brothers (Ham Lake) • Rebecca Dale, Sales Director of Sales TPI Hospitality (Shoreview) r TWIN CITIES GATEWAY TCG Board Members *Jeff Weaver -Anoka • David Grant -Arden Hills • John Connelly -Arden Hills • Forogh Amini-Blaine • Terra Fleming -Blaine • Matt Stemwedel-Coon Rapids • Wally Wysopal-Fridley • Mary T Tjosvold-Fridley *Sarah Cotton -Lino Lakes • Renee Eisen beisz-Shoreview • Scott Grell-At Large (Hampton Inn Lino Lakes) • Eric Olson -At Large (Fridley) • Lori Higgens-At Large (North Metro Chamber Of Commerce) UVEWAY CITIES TCG-Chambers of Commerce • Anoka Chamber of Commerce (Anoka) • North Metro Chamber of Commerce (Blaine & Coon Rapids) • Twin Cities North Chamber of Commerce (Arden Hills, Mounds View, New Brighton and Shoreview) • Ham Lake Area Chamber of Commerce (Ham Lake) • Quad city Area Chamber of Commerce (Lino Lakes) r TWIN CITIES GATEWAY TCG Quarterly Board Meeting Calendar • 3rd Tuesday of March, June, September & December. • Time 11:00-1:00/Working Lunch N • Rotating sites throughout the ten cities • Executive Board and Finance Committee meetings held as need be by the President TWIN CITIES GATEWAY w MN State Statute MS 469.190-Local Lodging Taxes • The gross proceeds from any tax imposed under subdivision 1 shall be used by the statutory or home rule charter city or town to fund a local convention or tourism bureau for the purpose of marketing and promoting the city or town as a tourist or convention center. On the 15th day of each month, a Member City shall remit to the Corporation, for funding the Corporation, 95% of the lodging tax payments received by the Member City, less refunds, in the preceding month. TWIN CITIES GATEWAY TCG Budget • TCG Finance meets at least one time a year • A recommending committee to the TCG Board • TCG Finance committee includes Pete Turok, Jerry Koch, Sarah Cotton, Eric Olson and Gary Meehlhause A • Fund Reserve is 10% over operating costs which aligns with most non- profits who carry 3-6 month expense reserved. r TWIN CITIES GATEWAY MN METRO NORTH TOURISM 2024 SUMMARY BU DGET REPORT July 2024 YTD 2024 2024 ActuaVYTD 2022 2023 Adopted Actual i 616,016 Actual i 872,279 Ekidget i 757,172 $ 757.172 FUND RESERVE ATBEGINNING or -YEAR REVENUES AND 07HER SOURCES Lodging Taxes $ 1,217,765 $ 1.177,636 $ 1,200,000 $ 419,321 Grants 37,500 30,000 20,000 25,000 Investment income 317 475 - 269 Other - - - 2,032 1,255A82 1,208,111 1,220,000 446,622 0PERA7AVG EXPENDITURES Management contracts Other administrative costs 191,108 16,648 223,240 24,668 225,000 55,000 137,346 7,795 11,667 3,351 Fridley FiscalAgent) Organizational insurance 15,000 - 20,000 3,923 20,000 4,000 Organizational memberships Other Contractual 3,340 1,680 2,458 1,068 4,000 1,000 495 1,212 PAARKEANG EXPEND17URES Websiteenhancement/Socialmedia 46,238 90,390 110,000 29,731 Destination Marketing 468,680 634,336 690,000 326,726 Promotions/collateral materials 12,337 26,643 30,000 6,653 Public/media relations 7,530 2,465 10,000 - New Venue/Publicfacilities promotion Member City Grants - 99,965 - 150,010 - 185,000 - 117285 9,739 37,143 Meeting & conference marketing & promotion Sports Marketing 9,991 121,402 14,114 124,904 37,000 180,000 Regional Grant Program 5,600 5,000 10,000 - 689,143 999,319 1,323,219 1.541,000 Revenue over,(under) Expenditures 256,263 (115,108) (321,000) (242,521) FUNDRESERVE $ 872,279 $ 757,172 $ 399,406 $ 514,651 G TWIN CITIES GATEWAY Occupancy Monthly Comparison FM .� R 20 l Metro Area Mpls Twin Cities Gateway — USA Metro Area - 70% Mpls. - 67% USA. - 70% TCG. - 71% 0 Jan 21 Mar 21 May 21 Jul 21 Sep 21 Nov 21 Jan 22 Mar 22 May 22 Jul 22 Sep 22 Nov 22 Jan 23 Mar 23 May 23 Jul 23 Sep 23 Nov 23 Jan 24 Mar 24 May 24 The Halo Effect What happens when more visitors come to town? • Attracts new residents to the community Increases the labor availability and workforce • Brings new businesses to the community s Stimulates private sector investment • Enhances the perception of the community IL I OPEN rM Tourism functions as the front door for economic development because if the community is successful in attracting visitors to the city, those people could view the community more favorably as a place to live, raise a family e0ow, work in -person or remote) start a business, attend college, purchase a p Y� g , Twtw cr-riEs vacation home, and retire. GATEWAY TCG City Grants • TCG Funds will be used for: Advertising, marketing and promotional efforts to increase participation, attendance or visitation to an event, activity or facility located within the city and/or to add new activities to enhance existing events. Eg • Reconciliation must be done by end of calendar recapping how money was spent • Can be used on multiple events, activities or facilities • City is responsible for how money is handed out ��11A71r • TCG Board sets amount of money in budget for city grants by settind� �.�.. base amount plus percentage of lodging receipts Twig CITIES GATEWAY Total Cities Summary ;7, 2022 2023 Hotel Tax Collections ecember December Cify of Anoka $ 17, 017.65 " $ 16,113.51 jCiyyof Arden Hills $ 122,499.15 $ 137,468.66 Cify of Blaine $ 171,229.39 $ 177,010.39 Cify of Coon Rapids $ 251,466,45 $ 236,321.90 Cify of Fridley $ 115, 610.29 $ 129,284.61 Cify of Ham lake $ 28,256.20 $ 23, 309,18 Cify of lino lakes $ 69,261.1 $ 75,602.79 CO of Mounds View $ 57, 593.86 $ 51, 528.46 Cifyof New Bni hfon $ 100, 652.30 $ 113, 215.71 Cify of Shoreview $ 197, 971.64 $ 208, 097.76 Total Cities Summary 2023 Hotel Tax Collections To Date 410 Cify of Anoka $ 16,113.51 12% Cify of Arden Hills $ 137,468.66 3% Cify of Blaine $ 177,010.39 �% Cify of Coon Rapids $ 236, 321.90 12% Cify of Fridley $ 129,284.61 •18% Cify of Ham lake $ 23, 309.18 9% Cify of lino lakes $ 75, 602.79 •11% CO of Mounds View $ 51,528.45 12% Cify of New Bnghfon , $ 113,215.71 5% Cify of Shoreview $ 208, 097.76 Percent 2022 Percent Share Final Share 1.4% $ 17,017.65 1.5% 11.8% $ 122, 499.15 10.8% 15.2% $ 171,229.39 15.1% 20.2% $ 251,466,45 22.2% 11.1% $ 115,610.29 10.2% 2,01. $ 28,266,20 2,5% 6,5% $ 69,261.01 6.1% 4,4% $ 57,593.85 5,1% 9,7% $ 100,652.30 j 8,9% 17.8% $ 197,971.64 , 17.5% r - TWIN CITIES Total $1,131,546,92 $1,167,952,96 3,2% Tofal $1,167,952,96 $1,131,546,92 GATEWAY TCG CITY GRANTS 2024 • ANOKA $7,470 • ARDEN HILLS $18,390 • BLAINE $21,960 • COON RAPIDS $27,210 • FRIDLEY $17,655 • HAM LAKE $8,100 • LINO LAKES $12,825 • MOUNDS VIEW $10,620 • NEW BRIGHTON $16,185 • SHOREVIEW $24,690 ***TCG Board approved $165,000 for city grants in 2024. Board Seats stay the same per percentages TWIN CITIES GATEWAY _4F Sports Marketing •Meet with all city park directors annually • Attend major sports tourism conferences •TCG on Huddle Up and Play Easy apps • Meet with local sports organizations on annual basis • Attend TCG sponsored events in our area r UICTEWAY CITIES I 2024 USA Cup Hotel Rooms-3,069 •Holiday Inn Express Minneapolis/Coon Rapids/Blaine, an IHG Hotel - 201RN • Wingate by Wyndham Coon Rapids - 53RN • Quality Inn & Suites Arden Hills - Saint Paul North - 31RN • SpringHill Suites by Marriott St. Paul Arden Hills - 468RN • Country Inn & Suites by Radisson, Coon Rapids, MN - 460R • Fairfield Inn & Suites by Marriott Minneapolis North/Blaine - 160RN • Hampton Inn & Suites Lino Lakes - 243RN • Americlnn by Wyndham Mounds View Minneapolis - 139RN • Best Western Plus St. Paul North/Shoreview - 448RN • Best Western Plus Blaine at the National Sports Center - 506RN • Homewood Suites by Hilton Minneapolis -New Brighton - 124RN • Hilton Garden Inn Minneapolis St. Paul -Shoreview - 218RN • Country Inn & Suites By Radisson, Shoreview, MN - 28RN TWIN CITIES GATEWAY arketin IiLkv-Ll\ cmll� 2024 Marketing Work Plan Swing into Sweetness! Print: Fargo Monthly Magazine Minnesota Monthly Magazine Minneapolis Travel Guide 8-page insert AAA Travel Guide - EMT Co-op Ads - Travel Leads Guess who we caught waiting to tee off at the 3M Open in Blaine, MN? None other than the legendary Matt Kuchar! But wait, is that a candy bar from Sweet Chocolat we see? ® Located in the delightful Arden Hills, another gem of the Twin Cities Gateway, this chocolate is the best thing since... well, sliced chocolate! Matt better eat that candy bar fast because in this brutal Minnesota heat, it's going to melt faster than an ice cube in a sauna! Q Let's hope his golf game stays as cool as his sweet tooth! #3MOpen #TwinCitiesGateway #SweetChocolat #GolfAndChocolates #MinnesotaHeat #MattKuchar Explore MN Guide -Travel Leads I TPC Twin Cities Media One - Google Adwords, Native Content WA Fisher - Website, Social Media, Email Newsletter N Star Tribune - Email Newsletters, Geo-targeted Ads and retargeting Content Creation: Blog Writing Photographer/Videographer Shrpa Adventures Chicago Travel & Adventure Expo Internationally Speaker Expo Cvent & meetinepaees.com Leads Meetine Planner Conferences ARDEN HILLS MARKETING • New Email Newsletter Format Featuring 2 TCG Communities each month (started July 2024) • Arden Hills featured August 2024 • Springhill Suites featured hotel July 2024 N m • Penny Carnival featured event July 2024 • Social Media - Bi-weekly post (events, attractions, things -to-do) • Blog posts - featuring restaurants and hiking/biking trails on website%,u� /,,,�•„ • NEWH Al Trip Planner •' r TWIN CITIES GATEWAY New Partnership with Sweet Chocolat! • Custom TCG Chocolate bar • Giveaway at Expos & Conferences UATEWAY r UVEWAY CITIES STAFF COMMENTS - 6A ZEEN HILLS MEMORANDUM DATE: August 26, 2024 TO: Honorable Mayor and City Councilmembers Jessica Jagoe, Interim City Administrator FROM: David Swearingen, Public Works Director/City Engineer SUBJECT: Transportation Update Budgeted Amount: Actual Amount: Funding Source: S S S A verbal update will be provided at the City Council meeting. Page 1 of 1 CONSENT ITEM 8A ZEEN HILLS MEMORANDUM DATE: August 26, 2024 TO: Honorable Mayor and City Councilmembers Jessica Jagoe, Interim City Administrator FROM: Joua Yang, Finance Director Pang Silseth, Accounting Analyst SUBJECT: Claims and Payroll Listing Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motion to approve, table or deny the following: • Claims and Payroll Listing All items need a simple majority for action unless otherwise noted. Background Payroll is processed biweekly and accounts payable is processed weekly. Budget Impact N/A Attachments 2024 Payroll #17 Paid Claims - 08/03/2024-08/16/2024 (Check Nos. 52801-52828 and ACH Checks) $148,478.30 Total Payroll $148,478.30 $1,194,990.28 Total Accounts Payable $1,194,990.28 Total Claims $1,343,468.58 CITY OF ARDEN HILLS PAYROLL # 17 CHECKS DATED: 08/16/24 Biweekly: 07/27/24 08/09/24 TOTAL PAYROLL COST 148,478.30 FICA TIE -OUT Gross Payroll 131,363.80' Less Total FSA 2,99946 Less Total H.SA 1,192.03' Less Voluntary Ins 4356 et P/R Subject to FICA 127,12875' ICA Oasdi 6.20% 7,88199' ICA Medicare 1.45% 1,843.37' Note: Federal and State Payroll Tax obligations are satisfied by means of utilizing the US Bank Easy Tax Deposit Service. Transfers are typically made up to two days after the payroll date. * AT Checks can be found on the ACCOUNTS PAYABLE Check Approval report. Checks may be paid this week or the following week. Accounts Payable Checks by Date - Detail by Check Date User'. pang.silseth Printed.. 8/20/2024 6..02PIR �ARzEN HILLS Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Are enter ACE 0285 XCELENERGY 08/09/2024 887574347 06/16/24 07/16/24 221.87 887574347 06/16/24 07/16/24 1,232.89 887574347 06/16/24 07/16/24 1,764.67 887574347 06/16/24 07/16/24 50.98 887574347 06/16/24 07/16/24 2,135.88 887574347 06/16/24 07/16/24 342.59 887574347 06/16/24 07/16/24 2,34534 Total for this ACH Check forVendor 0285. 8,094.22 ACH 0319 CITY OF ROSEVILLE 08/09/2024 0242102 IS 2024 Water Purchase 320,357.64 Total for this ACH Check for Vendor 0319. 320,357.64 ACE 10497 CINTAS CORP 08/09/2024 4194972434 June Mats 105 39 419712803 July Mats 10539 4200672243 August MIS 10539 5219586269 First Aid 180.10 5219586269 First Aid 110.02 5223416185 First Aid 5633 5223416185 First Aid 17.10 5223416185 First Aid 37.95 Total for dls ACH Check forVendor 10497. 717.67 ACE 1115 WSB&ASSOCIATES INC 08/09/2024 R 0258710001 Zoning Cc de Up date 778.00 Total forthis ACH Check for Vendor 1115. 778.00 ACE 1125 BOLTON&RIENKINC 08/09/2024 0341311 2024 PMP Judy 31,637.00 0341312 Arden Manor Park lmpmv Judy 1,473.50 Told for dls ACH Check forVendor 1125. 33,110.50 ACE 3349 HYERO-KLEAN 08/09/2024 PW23 0101 PAY1 Re Issure. 2024 CIPP PAYMENT I 3,106.80 PW23 0101 PAY1 Re Issure. 2024 CIPP PAYMENT I 62,136.00 Total for this ACH Check forVendor 3349. 59,029.20 ACE 5173 BADGERMETER 08/09/2024 80167220 Beacon&UTE Sery Units Judy 903.64 Total for this ACH Check forVendor 5173. 903.64 ACE 7025 ON SITE CORBANIES-OSSTCINC 08/09/2024 AP Checks by Date Detdl by Check Date (8/20/20246. 02 PM) Pagel Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference 0001756981 Restroom 8/3-8/30 858.00 Total for this ACH Check for Vendor 7025: 858.00 ACH ALPI ALLEGRA PRINT & IMAGING INC 08/09/2024 172515 Service Line Post Cards 1,051.30 Total for this ACH Check for Vendor ALPI: 1,051.30 52801 CPFI CENTRAL PENSION FUND SOURCE 08/09/2024 184503.0724 July Pension 3,072.00 52802 1033 101030.0824 52803 9632 26754 COMCAST Service 8/3-9/2 DUKE'S ROOT CONTROL INC Sanitary Sewer Root Treatment Total for Check Number 52801: 08/09/2024 Total for Check Number 52802: 08/09/2024 Total for Check Number 52803: 52804 0447 LU.O.E LOCAL 49 BENEFIT FUND-INSi 08/09/2024 BP3.0924 September Insurance N134.0924 September Insurance 52805 10579 42000E-0724 42000E-0724 42000E-0724 42000E-0724 42000E-0724 52806 10448 534977228 534977228 52807 10523 2097 52808 1208 610207-07-24 613317-07-24 Total for Check Number 52804 LEVANDER GILLEN & MILLER P.A. 08/09/2024 July Legal July Legal July Legal July Legal PC 24-014 #760 July Legal MARCO TECHNOLOGIES LLC Copier 8/25-9/25 Copier 8/25-9/25 METRO-INET IT Support -August PREMIUM WATERS INC July Water July Water 52809 0811 RAMSEY COUNTY EMCOM-011817 Fleet Support -July EMCOM-011853 CAD Services -July EMCOM-011869 911 Dispatch -July PUBW-021218 Pre-Emption Services 1/1-6/30 Total for Check Number 52805: 08/09/2024 Total for Check Number 52806: 08/09/2024 Total for Check Number 52807: 08/09/2024 Total for Check Number 52808: 08/09/2024 13,420.12 13,420.12 11,800.00 1,682.00 13,482.00 323.00 170.00 6,310.10 1,275.00 1,071.00 9,149.10 35.35 200.35 235.70 9,526.00 9,526.00 108.40 24.96 781.75 5,084.42 80.10 AT Checks by Date - Detail by Check Date (8/20/2024 6:02 PM) Page 2 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for Check Number 52809: 5,971.23 52810 0282 REPUBLIC SERVICES #899 08/09/2024 0899-004517067 Recycling Revenue Sharing-July -649.98 0899-004517067 Recycling --July 9,272.97 0899-004521387 PW Waste --July 404.43 Total for Check Number 52810: 9,027.42 Total for 8/9/2024: 489,202.43 ACH 0189 GOPHER STATE ONE CALL 08/16/2024 4070189 July Locates 63.90 4070189 July Locates 63.90 4070189 July Locates 63.90 Total for this ACH Check for Vendor 0189: 191.70 ACH 0192 GRAINGER INC 08/16/2024 9208797911 Kneeling Pad 52.52 Total for this ACH Check for Vendor 0192: 52.52 ACH 0243 METROPOLITAN COUNCIL -WASTE WE 08/16/2024 0001175699 September Waste Water 75,140.22 Total for this ACH Check for Vendor 0243: 75,140.22 ACH 0292 OXYGEN SERVICE COMPANY INC 08/16/2024 0003592560 July Rental 36.63 Total for this ACH Check for Vendor 0292: 36.63 ACH 0320 HEALTH PARTNERS INC 08/16/2024 009596738770 September Insurance 21,497.60 009596738770 September Insurance 1,435.61 Total for this ACH Check for Vendor 0320: 22,933.21 ACH 0327 STAPLES INC 08/16/2024 6007051762 Supplies 87.39 6007051764 Supplies 13.98 6007051764 Supplies 64.77 6007114861 Supplies 35.99 6007939186 Supplies 23.82 6007939188 Supplies 138.62 6007939188 Supplies 25.96 6007939189 Supplies 37.78 6007939189 Supplies 18.19 6007997572 Supplies 26.37 6007997574 Supplies -Refund -11.34 6008389722 Supplies 176.62 6008530088 Supplies 11.34 Total for this ACH Check for Vendor 0327: 649.49 ACH 0339 FERGUSON WATERWORKS #2518 08/16/2024 0534787 Supplies 1,410.69 AT Checks by Date - Detail by Check Date (8/20/2024 6:02 PM) Page 3 Check No Vendor No Invoice No Vendor Name Check Date Description Reference Check Amount Total for this ACH Checkfor Vendor 0339: 1,410.69 ACH 0382 MISSIONSQUARE #106944 08/16/2024 PR24-17 PR Batch 00101.08.2024 ICMA Employer Pace PR Batch 00101.08.2024 ICM 460.86 PR 24-17 PR Batch 00101.08.2024 ICMAEmployee Pace PR Batch 00101.08.2024 ICM 399.41 Total for this ACH Check for Vendor 0382: 860.27 ACH 0387 MISSIONSQUARE #302482 08/16/2024 PR 24-17 PR Batch 00101.08.2024 ICMA Employee Dedu PR Batch 00101.08.2024 ICM 850.00 PR 24-17 PR Batch 00101.08.2024 ICMAEmployee Pace PR Batch 00101.08.2024 ICM 264.28 Total for this ACH Check for Vendor 0387: 1,114.28 ACH 0453 CONTINENTAL RESEARCH CORP 08/16/2024 0056324 Cleaning Supplies 1,004.00 Total for this ACH Check for Vendor 0453: 1,004.00 ACH 0731 MIDWAY FORD 08/16/2024 835435 Lamp Assembly #85 601 247.10 Total for this ACH Check for Vendor 0731: 247.10 ACH 0922 NINENORTH 08/16/2024 2024-111 JDA Meeting -July 188.10 2024-111 July Audio Visual 1,132.91 Total for this ACH Check for Vendor 0922: 1,321.01 ACH 10363 MINUTE MAKER SECRETARIAL 08/16/2024 M1913 July JDA Meeting Minutes 206.50 M1913 July CC Meeting Minutes 651.00 M1913 July PC Meeting Minutes 443.50 Total for this ACH Check for Vendor 10363: 1,301.00 ACH 10422 MATTHEW SEIFERT 08/16/2024 080924 Clothing Reimbursement 139.96 Total for this ACH Check for Vendor 10422: 139.96 ACH 1223 ADAM'S PEST CONTROL - MAIN 08/16/2024 3958908 July Pest Control 85.83 3975596 August Pest Control 85.83 Total for this ACH Check for Vendor 1223: 171.66 ACH 1785 ECOTHYNK 08/16/2024 409104 JuIyUB Statements 643.20 409104 JuIyUB Statements 643.21 409104 JuIyUB Statements 643.21 Total for this ACH Check for Vendor 1785: 1,929.62 ACH 4889 COMMUNITY FOOTWORKS 08/16/2024 08072024 August Foot Care Clinic 296.00 Total for this ACH Check for Vendor 4889: 296.00 ACH 7501 KELLY & LEMMONS PA 08/16/2024 63532 July Prosecution 4,718.89 AT Checks by Date - Detail by Check Date (8/20/2024 6:02 PM) Page 4 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for this ACH Checkfor Vendor 7501: 4,718.89 ACH 7804 MARTIN MARIETTA MATERIALS INC 08/16/2024 43348772 Asphalt Purchase 151.34 Total for this ACH Check for Vendor 7804: 151.34 ACH 8032 PACE ANALYTICAL FIELD SVC INC 08/16/2024 24121733 July Drinking Water Survey 1,147.25 Total for this ACH Check for Vendor 8032: 1,147.25 ACH 8081 KIMLEY HORN AND ASSOCIATES INC 08/16/2024 28788321 AUARUpdate-July3,020.00 Total for this ACH Check for Vendor 8081: 3,020.00 ACH ALPI ALLEGRA PRINT & IMAGING INC 08/16/2024 081424 August/September Newsletter Postage 1,000.00 Total for this ACH Check for Vendor ALPI: 1,000.00 ACH TOII TOKLE INSPECTIONS INC 08/16/2024 080124 July Electrical Inspections 851.72 Total for this ACH Check for Vendor TOII: 851.72 52811 0131 BEISSWENGERS DO IT BEST 08/16/2024 897854 Oil Mix 70.98 Total for Check Number 52811: 70.98 52812 1033 COMCAST 08/16/2024 98681.0824 Service 8/5-9/4 111.52 Total for Check Number 52812: 111.52 52813 10244 COMCAST BUSINESS INC 08/16/2024 211548281 Service 8/1-8/31 505.41 Total for Check Number 52813: 505.41 52814 10582 DAVID DROWN ASSOCIATES 08/16/2024 00000825 Compensation Study 12,650.00 Total for Check Number 52814: 12,650.00 52815 0841 EHLERS & ASSOCIATES INC. 08/16/2024 98493 2023 TIF Reports 1,347.50 98493 2023 TIF Reports 1,347.50 98493 2023 TIF Reports 1,347.50 98611 TCAAP-July 620.00 Total for Check Number 52815: 4,662.50 52816 0849 FRA-DOR INC 08/16/2024 2407134 River Rocks 496.80 Total for Check Number 52816: 496.80 52817 0176 FRATTALLONES HARDWARE INC 08/16/2024 E33476/A Coupling 43.96 AT Checks by Date - Detail by Check Date (8/20/2024 6:02 PM) Page 5 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for Check Number 52817: 43.96 52818 10218 HR GREEN INC 08/16/2024 177926 Lake Johanna Escrow PC 24-009#750 267.00 Total for Check Number 52818: 267.00 52819 0390 INT'L UNION OPERATING ENGINEERS 08/16/2024 1200.0824 AugustDues 280.00 Total for Check Number 52819: 280.00 52820 1830 M & B SERVICES INC 08/16/2024 1474 2024 CIPP 55,500.00 Total for Check Number 52820: 55,500.00 52821 10583 MINNESOTA IVIND CHILL 08/16/2024 INV-000005 Ultimate Camp 270.00 Total for Check Number 52821: 270.00 52822 NSCC NORTH SUBURBAN COMMUNICATIO] 08/16/2024 2024-554 Q22024 Contribution 6,373.63 Total for Check Number 52822: 6,373.63 52823 1074 PRECISION LANDSCAPE & TREE INC 08/16/2024 88790 Tree Removal and Grinding- Floral Park 2,750.00 Total for Check Number 52823: 2,750.00 52824 0811 RAMSEY COUNTY 08/16/2024 FLEET-000921 June Equipment Parts 245.70 FLEET-000921 June Equipment Services 1,872.20 FLEET-000923 Fuel Purchase -June 3,122.40 Total for Check Number 52824: 5,240.30 52825 10569 SM HENTGES AND SONS INC 08/16/2024 PW24-0100PAY3 2024 PMP Payment 3 -26,078.48 PW24-0100PAY3 2024 PMP Payment 3 521,569.68 Total for Check Number 52825: 495,491.20 52826 10217 SONIC SERVICES 08/16/2024 8857 Window Cleaning 815 199.00 Total for Check Number 52826: 199.00 52827 10354 ST. PAUL PIONEER PRESS 08/16/2024 0724572589 PC 24-015 #766 56.16 0724572589 PC 24-014 #760 135.20 0724572589 Summary Financials 894.40 0724572589 PC 24-009 #750 54.08 Total for Check Number 52827: 1,139.84 52828 10495 TENET 08/16/2024 803471 Supplies 47.15 AT Checks by Date - Detail by Check Date (8/20/2024 6:02 PM) Page 6 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for Check Number 52828: 47.15 Total for 8/16/2024: 705,787.85 ReportTotal (60 checks): 1,194,990.28 AT Checks by Date - Detail by Check Date (8/20/2024 6:02 PM) Page 7 AGENDA ITEMS - 811 ZEEN HILLS u M15I::►I u DATE: August 26, 2024 TO: Honorable Mayor and City Councilmembers Jessica Jagoe, Interim City Administrator FROM: Jen Estling, Deputy Clerk SUBJECT: Authorization to Release Request for Proposals (RFP) for Comprehensive Recycling Services Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motions to approve, table, or deny the following: Authorizing Release of the RFP for Comprehensive Recycling Services from Foth Infrastructure and Environment, LLC. Background City Council entered into a recycling contract with Republic Services in 2015. Since that time, the City has elected to exercise its right to renew the contract with the final renewal being exercised last year. The current contract will expire on May 4, 2025. Republic Services notified the City that it will not extend the current contract, meaning the City will need to issue an RFP for recycling services beginning May 5, 2024. City Staff, with Council direction, engaged with Foth Infrastructure and Environment, LLC to assist in the RFP process. Under the scope of services, the RFP is seeking proposals for comprehensive recycling services to all residential households, and an "opt -in" provision for multi- dwelling unit households within the City. Per the contract language, a Residential Dwelling Unit is defined as a single family dwelling, duplex, triplex, or fourplex. Multi -dwelling units defined as five or more units per the contract would be able to "opt -in" to recycling services to facilitate their compliance with state recycling requirements. Per Council's direction, the proposal will also be seeking two addendums that may provide for an annual clean up day hosted by the hauler and/or bulky curbside collection. Council will be able to decide whether or not it wants to include those in recycling services going forward. The draft of the RFP is attached and, with Council approval, will be issued on August 28, 2024. Proposals must be submitted by October 11, 2024. Staff has allotted a couple of weeks for the Page 1 of 1 review of proposals and optional interviews. It is anticipated that a recommendation will be brought to the Council in November as part of the contract negotiations. Budget Impact N/A Attachments Attachment A: Draft RFP prepared by Foth Infrastructure and Environment LLC Page 2 of 2 Attachment A Request for Proposals DRAFT Comprehensive Recycling Services -fi II�)EN_ HILLS City of Arden Hills 1245 Highway 96 W Arden Hills, MN 55112 August2024 Comprehensive Recycling Services Prepared for City of Arden Hills 1245 Highway96 W Arden Hills, MN 55112 (651) 792-7800 Prepared by Foth Infrastructure & Environment, LLC August 2024 Scheduled Release Date: August 28, 2024 Proposal Due Date: October 11, 2024, 4:00 p.m. 8550 Hudson Boulevard North • Eagle Point Office Center II, Suite 105 • Lake Elmo, MN 55042 • (651) 288-8550 foth.com Request for Proposals Comprehensive Recycling Services City of Arden Hills, Minnesota The City of Arden Hills (City) is requesting proposals for comprehensive recycling services to all Residential Dwelling Unit (RDU) households, and opt -in option for Multi -Dwelling Unit (MDU) households within the City of Arden Hills. The proposals shall be made in accordance with the Specifications and must be submitted to the City by: 4:00 p.m. CDT Friday, October 11, 2024 Questions, request for packets, and proposals should be directed to: Jen Estling, Deputy Clerk City of Arden Hills 1245 Highway 96 W Arden Hills, MN 55112 Phone number: (651) 792-7800 Email address: iestling@cityofardenhills.org pwARamsey Co PH MN\0024R003.00\11000 Specifications and Pro curemeniWrden Hill s\RFP-Arden Hills Comprehensive Recycling Services 2024.docx Comprehensive Recycling Services Table of Contents 1ME 1. Introduction..............................................................................................................................1 2. Contractor Selection Process and Schedule..........................................................................2 3. General Requirements for All Collections...............................................................................4 3.1 Contractor Service Requirements...............................................................................4 3.2 Recyclables..................................................................................................................4 3.3 Collection Vehicle Equipment Requirements............................................................4 3.4 Personnel Requirements.............................................................................................4 3.5 Recycling Containers...................................................................................................4 3.6 Collection......................................................................................................................4 3.6.1 Multi -Dwelling Units, Commercial, Institutional, and Industrial Buildings4 3.6.2 Curbside Single Stream...............................................................................5 3.7 Collection Hours..........................................................................................................5 3.8 Cleanup Responsibilities.............................................................................................5 3.9 Missed Collection Policy and Procedures.................................................................5 3.10 Holidays........................................................................................................................5 3.11 Weighing of Loads.......................................................................................................6 3.12 Utilities..........................................................................................................................6 3.13 Damage to Property.....................................................................................................6 3.14 Municipal Facilities and Parks....................................................................................6 4. Reporting and Promotional Activities.....................................................................................7 4.1 Monthly and Annual Materials Reports......................................................................7 4.2 Customer Relations Report.........................................................................................7 4.3 Annual Performance Review Meeting to Discuss Recommendations for Continuous Improvement............................................................................................7 4.4 Publicity, Promotion, and Education...........................................................................8 4.5 City Shall Approve Contractor's Public Education Literature...................................8 4.6 Annual Work Plan.........................................................................................................8 5. Materials Processing and Marketing......................................................................................9 5.1 Processing Facilities Must be Specified....................................................................9 5.2 Estimating Materials Composition as Collected.......................................................9 :AvARamsey Co PH MN\0024R003.00\11000 Specifications and ProcurememWrden Hills\RFP-Arden Hills Comprehensive Recycling Services2024.docx Table of Contents (continued) 5.3 End Market Certifications............................................................................................9 6. Payment and Damages..........................................................................................................10 6.1 Term of Contract........................................................................................................10 6.2 Revenue Sharing........................................................................................................10 7. Insurance and Other Legal Requirements............................................................................11 7.1 Insurance....................................................................................................................11 7.2 Worker's Compensation............................................................................................11 7.3 Equal Opportunity......................................................................................................11 7.4 Performance..............................................................................................................11 7.5 Payment Bond............................................................................................................11 7.6 Conflict of Interest.....................................................................................................11 8. Submitting Proposals............................................................................................................12 8.1 Proposals May Be Rejected in Whole or Part..........................................................12 8.2 Respondents May Team with Other Companies.....................................................12 8.3 Trade Secrets (Include in a Separate Sealed Envelope).........................................12 8.4 RFP and Proposal to Become Part of Final Contract..............................................12 8.5 References.................................................................................................................12 8.6 How to Submit Proposals.........................................................................................12 8.7 Proposal Content.......................................................................................................13 8.8 Evaluation Criteria......................................................................................................13 Attachments Attachment A Draft Contract Attachment B List of Multi -Dwelling Unit Properties Eligible to Opt -in to Recycling Service :AvARamsey Co PH MN\0024R003.00\11000 Specifications and ProcurememWrden Hills\RFP-Arden Hills Comprehensive Recycling Services2024.docx 111 Table of Contents (continued) Forms Form A Proposal Content Checklist Form B Respondent Questionnaire Form C Certification of Binding Signature Form D Certification of Independent Proposal Pricing Form E Price Worksheet Form F Itemized Listing of Trucks and Other Collection Equipment Form G Acceptance of Draft Contract for Services Form H Acknowledgement of Receipt of Addenda :AvARamsey Co PH MN\0024R003.00\11000 Specifications and ProcurememWrden Hills\RFP-Arden Hills Comprehensive Recycling Services2024.docx 1. Introduction The City of Arden Hills, Minnesota (City) seeks to enter into a recycling contract with a company to provide comprehensive residential recycling services for the City. Recycling services include collection, processing, marketing, and public education. The City has contracted curbside recycling service for all one -to -four -unit residential buildings since 1992 In July 2014, the City Contractor began single stream recycling. Recyclables collection currently occurs weekly, on Tuesdays for properties south of I-694, and on Wednesdays for properties north of I-694. The current contract ends on May 4, 2025; the new contract will begin on May 5, 2025. The City goals for the new contract are to cost-effectively maximize the recovery of recyclables from all residents in the City, to market materials so they achieve their highest and best use, to provide excellent customer service and to encourage innovation. Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, and fiscal soundness. The City has a long-standing tradition as a desirable City in which to live, work, and play. The health of the community and the environment is a priority for Arden Hills. Residents and businesses take action in many ways to achieve this goal, including recycling and disposing of waste in an appropriate and approved manner. The community seeks to achieve the environmental aspects of the City's vision by working to advance the following goals from the 2040 Comprehensive Plan: ♦ Resilience and Sustainability - Promote resiliency and sustainable practices in the preservation, development, redevelopment, and maintenance of the City's natural and built environment. ♦ Public Facilities, Infrastructure, and Services - Provide efficient and high -quality public facilities, services, and infrastructure. Twin Cities Army Ammunition Plan (TCAAP) Redevelopment - Develop TCAAP in a way that accommodates a mix of land uses that is sensitive to the natural environment, economically sustainable, and of benefit to the community. The City has articulated core values to bring its vision into the future, including: ♦ Strong neighborhoods and businesses. ♦ Fiscal responsibility. ♦ Environmental awareness and stewardship. ♦ Effective, timely, and inclusive communication. This request for proposal (RFP) document defines the RFP process and proposal requirements. Attached, and incorporated by reference into this RFP, is the Draft Contract for the Comprehensive Recycling Services for the City of Arden Hills (Attachment A). For the purpose of this RFP, the City has identified approximately 2,500 households in Residential Dwelling Units (RDUs), defined as single -unit households, duplexes, triplexes, fourplexes, and townhomes. These units will be serviced as RDUs under the Contract. Proposers are highly encouraged to evaluate the households and potential routing. The TCAAP Redevelopment, which could add up to 1,960 residential housing units, is a future opportunity for additional recycling services. The City has identified approximately 1,047 Multi -Dwellings Units (MDUs), defined as buildings with more than four units or mobile home parks which will be allowed to opt -in to the City recycling service contract. The City's existing business and industrial properties may also opt -in to the contract services. Attachment B provides a list of entities that have currently opted in. RFP for City of Arden Hills Recycling Services -I 2. Contractor Selection Process and Schedule To the best of its ability, the City will use the following process and schedule for decision making: Event Date/Time RFP Issued August 28, 2024 Questions Regarding RFP to be Submitted and Deadline for Respondents' Notices of Intent to Propose September 13, 2024, by 4:00 p.m. Pre -proposal Meeting (Optional) September 18, 2024, at 1:00 p.m. Answers to Questions Issued September 23, 2024, by 4:00 p.m. Proposals Due October 11, 2024, by 4:00 p.m. Review of Proposals/Optional Interviews October 10-November 8, 2024 Council Meeting to Authorize Contract Negotiations November 12, 2024 These dates are subject to change as the City deems necessary. All contact by prospective Respondents and their agents about the City's RFP and procurement decision making must only be made with the City's designated contact person, Jen Estling. Prospective Respondents are encouraged to contact Jen Estling with questions or requests for more information. Respondents can attend an optional pre -proposal meeting at 1:00 p.m. CDT on Wednesday, September 18 at the Arden Hills City Hall. The City may, at its sole discretion, accept proposals from Respondents that do not attend the pre -proposal meeting. Questions, requests for clarification, or requests for information about this RFP or process must be submitted via email by 4:00 p.m. CDT, September 13, 2024, to: Jen Estling City of Arden Hills 0estling@cityofardenhills.org Prospective Respondents interested in responding to this RFP shall notify the City via email of their interest by 4:00 p.m. CDT, September 13, 2024, to: Jen Estling, Deputy Clerk City of Arden Hills 0estling@cityofardenhills.org Notifications shall include the Respondent's name and address, as well as a contact person's name and title, phone number, and email address. It is the responsibility of the Respondent to ensure that their Notification of Intent and References are received by the City. All questions and requests for more information and the City's responses will be summarized in writing and emailed to all parties that have submitted Intent to Propose. Responses will be emailed by 4:00 p.m. CDT September 23, 2024. The City may create an online "Recycling RFP" resource. If so, Respondents will be notified of the resource and are encouraged to periodically check the web page for RFP updates and addenda. Link to the resource would be provided via email by no later than September 23, 2024. RFP for City of Arden Hills Recycling Services . 2 All proposals must be emailed to Jen Estling no later than 4:00 p.m. CDT, October 11, 2024. Proposals received after that time may, at the sole discretion of the City, not be considered. The City will form a proposal review committee to review and analyze the details of the qualified submitted proposals (see "Evaluation Criteria" section of this RFP). Finalists may be invited to interviews with the review committee tentatively scheduled to be held the week of October 21, 2024. Following the interviews, the committee will recommend a preferred Respondent to the City Council. Upon direction from the City Council, City staff will negotiate final terms of the contract with the top -ranked Respondent. If negotiations with the preferred Respondent are not successful, the City may then initiate negotiations with second -ranked Respondent, and so on. Once a draft contract has been successfully negotiated, City staff will present a recommended contract to the City Council. The City Council may then award the contract and authorize staff to execute it. The new recycling contract will commence on May 5, 2025. RFP for City of Arden Hills Recycling Services • 3 3. General Requirements for All Collections 3.1 Contractor Service Requirements Comprehensive recycling services will be provided to all RDUs, with opportunities for MDU buildings, commercial, industrial, and institutional properties to "opt -in" to the service. Recyclables collection currently occurs weekly on Tuesdays for properties south of 1-694 and on Wednesdays for properties north of 1-694. The City will evaluate alternate proposals for bi-weekly collection. 3.2 Recyclables The recyclables defined in Section 3.5 shall be the minimum recyclables for collection and processing The City encourages Respondents to propose additional recyclable materials that have steady, multiple -end markets. Such proposed additions must be accompanied by adequate documentation of steady, multiple -end markets. This documentation may remain confidential if requested by the Respondent. Respondents may otherwise modify the list of recyclables if accompanied by adequate documentation The City will encourage the Contractor to explore markets for additional types of recyclable material. The list of recyclables may be modified by mutual written agreement between the City and the Contractor. 3.3 Collection Vehicle Equipment Requirements All collection vehicles will comply with United States Environmental Protection Agency and Minnesota Department of Transportation emission standards. All vehicles must be able to comply with local road weight limits. Respondents must indicate what model and year vehicles they will be using in their fleet using Form F 3.4 Personnel Requirements All proposals shall show that the Respondent has sufficient personnel and equipment to fulfill the requirements and specifications of this RFP, including supervision and customer service. 3.5 Recycling Containers The standard cart shall be a 64-gallon cart, but opportunities for residents to use smaller (35-gallon) or larger (95-gallon) recycling carts should be provided. Recycling carts are owned by the City. The Contractor will be responsible and pay for all aspects of cart management and operations including (but not limited to), receiving, assembly, distribution (aka new cart 'roll out'), management of excess cart inventory, (i.e., provide "warehouse" and inventory control services), cart switches/replacements, cart maintenance, repair or replace damaged carts, and manage all aspects of warranty repairs. The Contractor shall service and repair carts to meet supply and demand needs for the entire term of the contract. Any dumpsters requested by the City will be owned by the Contractor 3.6 Collection 3.6.1 Multi -Dwelling Units, Commercial, Institutional, and Industrial Buildings MDUs and commercial, institutional, and industrial buildings in the City will be able to "opt -in" to the City recycling service in order to facilitate their compliance with state recycling requirements. The City does not regulate the day of the week these buildings shall receive service. A list of MDUs that have currently opted -in to the City recycling contract is contained in Attachment B. RFP for City of Arden Hills Recycling Services .4 3.6.2 Curbside Single Stream Recycling shall be collected from residents' carts placed at the curbside on collection day and all recyclable materials that have been prepared according to publicized procedures shall be collected from each RDU and other buildings that have opted -in. Free walk-up service shall be provided for all customers who apply and are approved by the City. The driver will be required to record and report: ♦ The location of any cart that is damaged and replaced. ♦ Residents with overflowing recyclables so that additional carts can be offered to them. ♦ Residents with contaminated or non -recyclable materials in the carts. ♦ Number of set -outs per collection/route. ♦ Residents that do not participate in the recycling program. "Education tags" shall be left as needed for set -outs that have significant, visible contamination, indicating acceptable materials and the proper method of preparation. A copy of the tag shall be included with the proposal. Curbside recycling cart checks shall be conducted at least once per quarter. Areas for cart checks must rotate between each recycling collection day. The contents of carts from at least 50 households shall be audited and education tags left if any non -targeted materials are found in the carts. A City representative will be invited to participate in each quarterly cart check. 3.7 Collection Hours Collection operations shall commence no earlier than 7:00 a.m. and will be completed by 6:00 p.m. on the scheduled collection day. 3.8 Cleanup Responsibilities Any materials spilled or blown during the course of collection and/or hauling operations shall be cleaned up, by the Contractor. Any unacceptable materials left behind should be secured within resident's recycling container, and an education tag left for resident. Any liquid spills or leaks from the collection vehicle shall be immediately and completely cleaned up, and the City shall be notified within one hour of spillage or leakage of truck fluids (fuel, hydraulic fluid). 3.9 Missed Collection Policy and Procedures Missed collections shall be picked up on the same day that the Contractor receives notice of a missed collection. Staffing of a telephone -equipped office or call service to receive missed collection complaints between the hours of 8:00 a.m. to 5:00 p.m. Central Time on all weekdays, except Saturday, Sunday, and legal holidays (listed in Attachment A- Draft Contract). The call service shall be available from 8:00 a.m. to 12:00 (noon) on Saturday. 3.10 Holidays When the scheduled collection day falls on a holiday, collection in that day's zone and subsequent days' zones will be collected one day later, with Tuesday being collected on Wednesday and Wednesday being collected on Thursday or on regular Wednesday. Assistance shall be provided to the City in publicizing the yearly calendar including alternate collection days. RFP for City of Arden Hills Recycling Services . 5 3.11 Weighing of Loads Accurate records consisting of the date, time, collection route, driver's identification, vehicle number, tare weight, gross weight, net weight, and number of recycling stops for each loaded vehicle each collection day shall be kept. These records shall be maintained on file for at least three years in the event of an audit by the City or County. 3.12 Utilities All public and private utilities whether occupying street or public or private property shall be protected. If such utilities are damaged by reason of the Contractor's operations, under the executed contract, repair or replacement shall be done. 3.13 Damage to Property All necessary precautions will be taken to protect public and private property during the performance of the Contract. Any private or public property, including, but not limited to sod, mailboxes, or recycling carts which are damaged during recycling collections shall be repaired or replaced. Such property damage shall be repaired or replaced within 48 hours at no charge to the property owner, or a plan to repair or replace the property shall be developed within 48 hours which is approved by the City and/or property owner, at no charge to the property owner, with property of the same or equivalent value at the time of the damage. 3.14 Municipal Facilities and Parks Weekly trash and recycling dumpster service shall be provided at no additional charge to 1. City Hall - 1245 Highway 96. 2. Public Works Maintenance Facility - 1425 Paul Kirkwold Drive 3. Cummings Park - 1219 Cummings Park Drive 4. Perry Park - 3700 New Brighton Road 5. Other mutually agreed upon City facilities Dumpster or cart service will be mutually agreed upon and containers will be provided to facilitate service at other City facilities as determined. The recycling service to be provided in parks can use regular residential recycling containers collected on site by the Contractor, can use residential recycling containers that service as "aggregator" containers for City personnel to consolidate parks recyclables, can be a service provided at a central location, or another option proposed by the Respondent. RFP for City of Arden Hills Recycling Services . 6 4. Reporting and Promotional Activities 4.1 Monthly and Annual Materials Reports Monthly reports and annual reports will be submitted to the City dealing with the City's recycling program. At a minimum, the monthly reports shall include the following information: 1. Total number of stops collected, total number of possible stops (set out numbers). 2. List of RDU or MDU addresses at which education tags were left that month. 3. Gross amounts of materials collected, by recyclable material (in tons). 4. Net amounts of materials marketed, by recyclable material (in tons). 5. Amounts of materials stored, by recyclable material, with any notes as to unusual conditions (in tons). 6. The markets generally used for the sale of recyclables during that month. 7. Amounts of process residuals disposed (in tons) and location of disposal facility. 8. Revenue share credits back to the City (if any). 9. Customer information collected on routes: ♦ The locations of damaged and replaced carts. ♦ Addresses that are not actively placing their recycling cart at the curb. Monthly reports shall be due to the City by the 151h day of each month subsequent to the month of the report. The first monthly report in 2025 shall be due June 15, 2025. Annual reports shall be due by January 15 and shall be a compendium of the previous monthly reports with an annual summary of trends. The annual report will include recommendations for continuous improvement in the City's recycling program (e.g., public education, multiunit recycling, etc.). Examples of monthly and annual reports shall be included with the Respondent's proposal. 4.2 Customer Relations Report Quarterly, the City will be provided with: 1. A list of all customer complaints, including a description of how each complaint was resolved. 2. The number, addresses, and results of the Quarterly Cart Checks. 3. A list of all missed pickups reported to the Contractor. Quarterly reports shall be due the 151h of the months of February, April, July, and October, with the 2025 quarterly reports beginning in July. 4.3 Annual Performance Review Meeting to Discuss Recommendations for Continuous Improvement The City shall schedule an annual meeting to include (but not be limited to): ♦ Review annual report, including trends in recovery rate and participation. ♦ Review efforts made to expand recyclable markets. RFP for City of Arden Hills Recycling Services . 7 ♦ Review performance based on feedback from residents. ♦ Review recommendations for improvement in the City's recycling program, including enhanced public education and other opportunities. ♦ Discuss actions in the Recycling Program to reduce the City's carbon footprint. 4.4 Publicity, Promotion, and Education The selected Contractor and the City shall work together in the preparation and distribution of educational materials to ensure accurate information and program directions. The selected Contractor shall pay for the annual design, printing, and mailing of a curbside program flyer and a digital file of the annual flyer shall be sent to the City representative. The flyer shall be delivered to homes no later than January 31 of each year. The publicity and promotion program may include articles for City newsletters, public appearances, provision of information for local environmental groups, or attendance at public events sponsored by the City. The Contractor shall at a minimum provide one newsletter article per year. Respondents shall describe their experience in these activities and whether there would be a cost associated with the service. In addition, Respondents are encouraged to specify other public education tools that they are willing to provide (e.g., recycling education materials targeted for a specific neighborhood, targeting a specific material type, etc.). As part of the proposal, Respondents shall provide examples of public education materials they have developed for other municipalities. 4.5 City Shall Approve Contractor's Public Education Literature The Contractor shall conduct its own promotions and public education to increase participation. The Contractor shall submit a draft of any public education literature for approval by the City, at least one month before printing and release of any such literature. 4.6 Annual Work Plan An annual work plan will be included in the final recycling collection contract. The work plan shall include initiatives to improve the City's recycling program. These initiatives may include (but are not limited to) expansion of materials collected, voluntary expansion to businesses, effective education of residents with measurement, community involvement, outreach to low participating communities, and outreach using electronic communications including e-mail reminders and apps. RFP for City of Arden Hills Recycling Services . 8 5. Materials Processing and Marketing 5.1 Processing Facilities Must be Specified It is intended that all recyclables collected will go to recycling markets to be manufactured into recycled content goods. Preferably those markets will be in the Upper Midwest. The City shall be assured that adequate recyclable material processing capacity will be provided for City material collected. Contractor shall assure that all recyclables collected in the City are not landfilled or incinerated except for process residuals with written authorization from the City and the Minnesota Pollution Control Agency. The proposals must clearly specify the location(s) of its materials recovery facility (MRF), or subcontractor's facility, where material collected from the City will be delivered and/or processed and the residual rate at the facility. The Contractor shall provide written notice to the City at least 60 days in advance of any substantial change in these or subsequent plans for receiving and processing recyclables collected from the City. Respondents shall arrange a tour of the designated MRF for the RFP review committee. The tour shall occur before November 1.2024. 5.2 Estimating Materials Composition as Collected At least one materials composition analysis of the City's recyclables will be conducted each year to estimate the relative amount by weight of each recyclable commodity by grade. The results of this analysis shall include: 1. Percent by weight of each recyclable commodity by grade as collected from the City; 2. Relative change compared to the previous year's composition; and 3. A description of the methodology used to calculate the composition, including number of samples, dates weighed, and City route(s) used for sampling. A City representative will be notified of the date of the analysis no later than two weeks in advance and invited to participate in the analysis. The analysis will be conducted no later than December 1 of each year and a copy of the analysis will be provided to the City with the annual report, due January 15 of each year. 5.3 End Market Certifications Written certification will be provided to the City that all recyclable commodities identified are indeed recycled and not disposed. All end markets manufacturers or processors shall be identified for each of the recyclable commodities. RFP for City of Arden Hills Recycling Services . 9 6. Payment and Damages 6.1 Term of Contract The term of the new recycling contract will be either a period May 5, 2025, through May 4, 2028, (three year) or a period from May 5, 2025, through May 4, 2030 (five year). Respondent must submit pricing proposals for both scenarios. The City may, at its sole option, consider extensions to the contract. 6.2 Revenue Sharing All proposals shall state explicitly if the Respondent elects to participate in revenue sharing with the City Respondents are encouraged to present a competitive Revenue Share arrangement that provides incentive for the City and the Contractor to increase recycling and development of end markets. Respondents must state on the price worksheet the processing fee and what percent the net value will be used to calculate the City's revenue share. RFP for City of Arden Hills Recycling Services . 10 7. Insurance and Other Legal Requirements 7.1 Insurance The Contractors hall provide and maintain in full force and effect during the entire term of this ontract, regular Contractor's General Liability Insurance, with the City as an additional insured, providing for a limit of not less than Two Million Dollars ($2,000,000.00) for all damages arising out of bodily injuries or death of one person, and subject to that limit for each person, and regular Contractor's automobile, property damage liability insurance providing for a limit of not less than One Million Dollars ($1,000,000.00) for all damages arising out of destruction of property in any one accident, and subject to that limit per accident. The Contractor shall also provide workers' compensation insurance and employers' liability insurance as required by law. Policies or coverage required shall be updated as necessary to meet at least the amounts specified in Minnesota Statues § 466.04 for each year of the Contract. Contractor shall provide Environmental Impairment Liability (Pollution Legal Liability) for sudden and non -sudden (gradual) pollution occurrences covering all facilities and equipment owned and used by Contractor, or its agents or employees. Limits of liability shall be no less than $5,000,000 for each occurrence and $5,000,000 aggregate and shall continue for a two-year period following termination of this Agreement. Such policies shall provide for 10 days' notice to the City of any change, cancellation, or lapse of such policy. The Certificates of Insurance shall name the City as an additional insured, and state that the Contractor's coverage shall be the primary coverage in the event of a loss. Acceptance of the insurance by the City shall not relieve, limit, or decrease the liability of the Contractor. The Contractor shall further guarantee and save harmless and indemnify the City of and from any and all loss, damage, claims, suits, judgments ,and recoveries which may be asserted, made or may arise or be had, brought or recovered against the City by reason of any of the foregoing claims except such as are caused by the existence of the disposal sites at the locations specified or contemplated in the Contract; and that it shall immediately appear and defend the same as its own cost and expense. Prior to the effective date of this Contract, the Contractor shall file a copy of such policies with the Recycling Coordinator. 7.2 Worker's Compensation Evidence of Workers Compensation insurance covering all employees of the Contractor and subcontractors engaged in the performance of the Contract, in accordance with the Minnesota Workers Compensation Law shall be required. 7.3 Equal Opportunity During the performance of the executed contract compliance with Executive Order 11246, as amended by Executive Order 11375 and Department of Labor Regulations 41 CFR, Part 60 will be required. 7.4 Performance A Performance Bond as required by State Statute will be required to be fully executed and approved by the City 30 days prior to the start of the Contract. 7.5 Payment Bond A Payment Bond as required by State Statute will be required to be fully executed and approved by the City 30 days prior to the start of the Contract. 7.6 Conflict of Interest No member, officer, or employee of the City shall have any interest, direct or indirect, in the executed contract or the proceeds thereof. Violation of this provision shall cause the executed contract to be null and void. RFP for City of Arden Hills Recycling Services . 11 8. Submitting Proposals 8.1 Proposals May Be Rejected in Whole or Part The City of Arden Hills reserves the right to: ♦ Reject any or all proposals. ♦ Reject parts of proposals. ♦ Negotiate modifications of proposals submitted. ♦ Accept part or all of the proposals on the basis of consideration(s) other than proceeds or cost. ♦ Negotiate specific work elements with the preferred Contractor into a contract of lesser or greater expense than described in this RFP or the Respondent's reply. 8.2 Respondents May Team with Other Companies It is recognized that some prospective Respondents may wish to subcontract with other companies for processing services. This is allowed as needed, but all such Contractor -subcontractor relationships must be explicitly described in each proposal scenario. The City will contract with only one primary Contractor for the recycling services. Multiple Respondents may team up with other complementary hauling or recycling companies provided there is no collusion. A company may be listed as a part of more than one team as long as this company submits a written certification that no collusion occurred between competing proposals. 8.3 Trade Secrets (Include in a Separate Sealed Envelope) Respondent may elect to submit data in a separate sealed envelope with a cover memo requesting that the enclosed data be classified as "nonpublic data' under the Minnesota Government Data Practices Act. The City will review the data to determine its correct classification. 8.4 RFP and Proposal to Become Part of Final Contract The contents of this RFP, the successful proposal, and any written clarifications or modifications to the contents thereof submitted by the successful Respondent and approved by the City in writing shall become part of the contractual obligations and be incorporated by reference into the ensuing Contract. If any provision of the Draft Contract RFP or proposal is in conflict, the Final Contract takes precedence over the RFP, and the RFP takes precedence over the proposal. 8.5 References References shall include the name, phone number, and email address of a contact person from at least five cities. Respondents may submit up to 10 references. It is the responsibility of the Respondent to ensure their Notification of Intent and References are received by the City. 8.6 How to Submit Proposals Proposal shall be submitted to the Administration Department Office via email to Jen Estling, 0estling@cityofardenhills.ora by no later than 4:00 p.m. CDT, Friday, October 11, 2024, with the name of the proposing company in the subject line of the email. Proposals will be treated in accordance with Minnesota Statutes 13.591, Subdivision 3 (b), Data Practices Act. RFP for City of Arden Hills Recycling Services . 12 8.7 Proposal Content Qualified proposals must include the Proposal Checklist Form A and items listed on the checklist. 8.8 Evaluation Criteria Arden Hills residents have identified a city-wide goal to be an environmentally sustainable community, and residents have identified various community values that environmental programs such as recycling should incorporate. The vision, values, and goals of the City lead to the following criteria that the City will use to evaluate proposals for recycling services: Collection Criteria: ♦ Clean and quiet service delivery. ♦ Low impact on street (size and weight of trucks). ♦ Easy for customers to participate. ♦ A broad range of accepted recyclables. ♦ Materials to be efficiently recycled (local markets, highest and best use for material). ♦ Facilitates increased MDU, commercial, institutional, and industrial recycling. ♦ Cost-effective service. Qualifications Criteria: ♦ How the proposals have been tailored to meet the particular needs of the City. ♦ Strength of qualifications of the Respondents (together with any proposed subcontractors). ♦ Comments from the Respondents' reference clients. Education and Customer Service Criteria: ♦ Frequent, effective education of residents. ♦ Community involvement. ♦ Outreach to low participating communities with public education tools specific to demographic needs including outreach using electronic communications and emerging technologies. ♦ Contractor is approachable and welcoming of customer questions and comments. ♦ Contractor has excellent service issue resolution. Environmental Benefits Criteria: ♦ Maximized diversion of compostable and other recyclable materials. ♦ Reduced carbon footprint. ♦ Residual rate at MRF. These evaluation criteria are not presented in any special order. No ranking of these criteria within this RFP is intended or implied. A review committee will evaluate all proposals submitted based on price, how well the proposal meets RFP base specifications, how well the proposal meets community values, and the Respondents"'Value Added" elements that go beyond the base specifications. Finalists may be invited to interviews. RFP for City of Arden Hills Recycling Services . 13 Attachment A Draft Contract RFP for City of Arden Hills Recycling Services DRAFT CONTRACT FOR THE COLLECTION OFRESIDENTIAL RECYCLABLE MATERIALS ltow.— -fi II�)EN_ HILLS CITY OF ARDEN HILLS CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Table of Contents 1. Term of Contract.....................................................................................................................2 2. Definitions..............................................................................................................................3 3. Scope of Work: GeneralProvisions........................................................................................7 4. Operations............................................................................................................................... 9 5. Collection Services...............................................................................................................10 6. Collection Equipment...........................................................................................................13 7. Employees.............................................................................................................................12 8. Indemnity..............................................................................................................................13 9. Insurance...............................................................................................................................14 10. Payment and Performance Bonds/Letter of Credit...............................................................15 11. Transferability of Contract...................................................................................................16 12. Reporting and Promotional/Educational Activities..............................................................17 13. Default and Termination.......................................................................................................19 14. Payment for Base Collection Services..................................................................................21 15. Miscellaneous Provisions.....................................................................................................24 Appendices Appendix A Map of Route Sectors by Collection Day Appendix B City Building(s) and Park(s) to be serviced by the Contractor CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page i CITY OF ARDEN HILLS CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS This Contract, is made and entered into this day of May, 2025, by and between the City of Arden Hills, a Municipal Corporation under the laws of the State of Minnesota (hereinafter called the "City") and [Contractor] under the laws of the State of Minnesota, having its principal place of business at [CONTRACTOR ADDRESS] (hereinafter called the "Contractor"). WITNESSETH WHEREAS, the City requires the collection and proper management of recyclables within the corporation limits of the City; and WHEREAS, the Contractor is engaged in the business of collecting, processing, and marketing recyclables; and WHEREAS, the City released a request for proposals (RFP) for recyclables collection, processing, and marketing services on August 28, 2024; and WHEREAS, the Contractor submitted a proposal in response to the City's RFP on October 11, 2024; and WHEREAS, the City desires to hire the services of the Contractor [NAME] and the Contractor [NAME] desires to provide the services to the City; and NOW, THEREFORE, IT IS AGREED BY AND BETWEEN BOTH PARTIES: That the Recycling Contact for Residential Recycling Services with [NAME] (Contractor) outlines the requested services by the City and costs for these said services for eligible Residential Dwelling Units (RDU) and Multi -Dwelling Units (MDU). CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 1 1. Term of Contract 1.1. This Contract shall commence on May 5, 2025, and shall remain in full force and effect through either May 4, 2028 (3 year) or May 4, 2030 (5 year), unless terminated in accordance with Section 13 of this Contract. 1.2. The City at its sole discretion may elect to extend the Contract for three (3) or five (5), one (1) year increments (determined by initial contract length) or the City at its sole discretion may elect to extend the Contract for one (1), three (3) or five (5) year extension (determined by initial contract length). The terms and conditions of this Contract shall apply to any such Contract extension. Nothing in this Contract shall be interpreted to imply or infer that the City is committing to such extensions. 1.3. At least six months prior to the expiration of this Contract (or any extension period), the City shall notify the Contractor of its decision as to whether or not to exercise its extension option. The Contractor may request an early decision by the City for a contract extension by submitting a written request. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 2 2. Definitions The following terms, whenever used in this Contract, shall have the meanings set forth in this Section unless otherwise limited or expanded elsewhere in this Contract. Aluminum Cans Disposable containers fabricated primarily of aluminum, commonly used for soda, beer, juice, water or other beverages. Aseptic Packaging and Containers designed to maintain the sterility of a sterile (aseptic) Milk Cartons product such as food (e.g., gable -top milk cartons, juice boxes and aseptic packaging used for soup, broth, soy milk, etc.). Aseptic packages are typically a mix of paper, polyethylene (low -density polyethylene [LDPE]), and aluminum. Base Collection Services The base level of recyclables collection services, which services are paid for by the City to the Contractor as specified in this Contract. Bulky Waste All large, bulky household materials which do not fit within a garbage cart and include (but are not limited to) carpeting and padding, mattresses, chairs, couches, tables, appliances, electronics, and car parts including wheels, rims, and tires. Carrier Stock Paperboard coated with resins to resist moisture and used for containers to carry products such as beer, water and soft drinks. Carts/Curbside Recycling The wheeled, lidded carts in which recyclable materials can be Carts stored and placed for curbside collection as approved and owned by the City. City The City of Arden Hills, Minnesota. Collection The aggregation and transportation of recyclable materials from the place at which they are generated; includes all activities up to the time when it is delivered to a recycling facility. Collection Vehicle Any vehicle licensed and inspected as required by state and county and approved by the City for recyclables collection within the corporate boundaries of the City. Collection Hours The time period during which collection of recyclables is authorized by the City. Commodity Any individual material, including specific industrial grade, as defined by this RFP. Contractor The City's recycling service Contractor under the new Contract beginning operation on May 5, 2025. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 3 Corrugated Cardboard Cardboard material with double wall construction and corrugated (Old Corrugated separation between walls including boxes for delivery and take out Cardboard) pizzas. Does not include cardboard heavily coated in plastic or wax. Contract Price for The amount of money per Residential Dwelling Unit (RDU) or Recyclables Collection Multi -Dwelling Unit (MDU) charged by the Contractor to the City Service per the terms and conditions of this Contract for costs attributable to the base recyclables collection service, including transport of these recyclables to the City -designated recycling center. County Ramsey County, Minnesota Curbside That portion of right-of-way adjacent to paved or traveled City roadways. "Curbside" as used in this Contract shall be interpreted to include alleys. Curbside Collection The collection of recyclables in accordance with this Contract, City ordinances, and City guidelines regulating the placement of the same. Glass Jars and Bottles Glass jars, bottles, and containers (lids/caps and pumps removed) that are primarily used for packing and bottling of food and beverages. Electronic Waste Any discarded consumer electronic device with a circuit board including (but not limited to): televisions, computers, laptops, tablets, computer monitors, peripherals (e.g., keyboard, printer, mouse, etc.), cell phones, PDAs, DVD recorders/players and video cassette recorders/players, and fax machines. HDPE Plastic bottles and non -bottle plastic containers made from high -density polyethylene resin. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day. Market Any person or company that buys (or charges) for recycling of specified materials and may include, but is not limited to: end - markets, intermediate processors, brokers and other recycling material reclaimers. Materials Recovery A facility in which recyclable materials are processed. The facility Facility (MRF) must conform to all applicable rules, regulations and laws of state, local or other jurisdictions. Multi -Dwelling Units A building or a portion thereof containing five or more dwelling (MDUs) units. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 4 Multi -Dwelling Unit Recycling containers used for multi -dwelling units (MDUs) (MDU) Recycling including any cart, dumpster or other receptacle for temporary Containers storage and collection of designated recyclables from residents in MDUs prior to collection. Paper Products Paper includes the following: newspapers including inserts (ONP); household office paper and mail; boxboard; carrier stock cardboard; old corrugated cardboard (OCC) including boxes for delivery and take out pizzas; phone books; kraft bags; and magazines/catalogs (OMG). Plastic Food and Beverage Bottle and rigid plastic containers made of PET (plastic type #1), Containers HDPE (plastic type #2), and PP (plastic type #5). PET Plastic bottles and non -bottle plastic containers made from polyethylene terephthalate (e.g., soft drink, water, other bottles, deli clamshells, etc.). PP Containers made from polypropylene. Process Residuals The materials that cannot be recycled due to material characteristics such as size, shape, color, cross -material contamination, etc., which must be disposed as mixed municipal solid waste. Process residuals include (but are not limited to): bulky items, contaminants, sorted tailings, floor sweepings and rejects from specific processing equipment (e.g., materials cleaned from screens, etc.). Process residuals do not include clean, separated products that are normally processed and prepared for shipment to markets as commodities but which are of relatively low value because of depressed market demand conditions. Processing Fee Agreed upon unit fee allocated towards Contractor's cost of processing various types of recyclables. Producer Occupants of a RDU or MDU property who generate recyclable materials. Recyclable The current list of household recyclables established through Materials or guidelines released under the authority of the City. The current list Recyclables of recyclables, as of the date of Contract Execution, includes: Newspaper and Newspaper Inserts; Magazines and Catalogs; Junk Mail and Envelopes; Cardboard; Office and School Paper; Phone Books; Cereal and Cracker -type boxes; Shoeboxes; Brown Paper Sacks/Bags; Aluminum, Steel and Tin Cans, Scrap Metal less than 3 feet in length; Glass Bottles and Jars, Plastic Bottles and Cups; Plastic Food Containers, Tubs, Bowls, Yogurt Cups and Margarine/Whip Cream Tubs; Plastic Milk Jugs and Paper Milk Cartons; Juice Boxes; and other Paper/Aseptic Cartons. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 5 Recyclables Collection The collection of all recyclable materials properly set out by residents or property managers from eligible RDUs or MDUs into specially identified recyclable carts. Collection shall also include transporting the recyclable materials to the City -designated recycling center where materials can be processed for the marketplace. Residential Dwelling Unit Any eligible, occupied single-family dwelling, duplex, triplex or (RDU) fourplex within the City occupied by a person or group of persons. A RDU shall be deemed occupied when water is being supplied thereto. Source Separated Food waste, non -recyclable papers, house plants, and other Organics (SSO) household organics designated by the City that, once separated by residents, may be recovered for composting or other forms of organics recovery. SSO does not include yard waste for purposes of this Contract. Steel Cans Metal containers fabricated primarily of steel and/or tin used to contain food or beverages. Walk-up The collection of household waste and recyclable materials at a Collection RDU at a point close to the dwelling unit, in lieu of curbside collection, for producers or occupants who have a documented physical infirmity and when there is not a person living in the dwelling that is able to move wastes to the curb. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 6 3. Scope of Work: General Provisions 3.1. The work under the Contract shall consist of all the items contained in the Contract, including all the supervision, materials, equipment, labor, customer service operations, and all other items and functions necessary to complete such work in accordance with the Contract. 3.2. The City's RFP (including all addenda) and Contractor's proposal (including responses to City questions) are incorporated by reference into this final Contract. If there is any discrepancy between this final Contract and the City's RFP or the Contractor's proposal, this final Contract shall take precedence. 3.3. Recycling services will be provided to all RDUs, with opportunities for MDU buildings to "opt -in" to the service. Recyclables collection will occur weekly on Tuesdays for properties south of I-694 and weekly on Wednesdays for properties north of I-694. Appendix A includes a map of route sectors by collection day. 3.4. The Contractor will acquaint itself with all pertinent City Ordinances and other City guidelines and comply with said ordinances and guidelines. 3.5. The Contractor has made its own examination, investigation and research regarding the proper method of doing the work, and all conditions affecting the work to be done (including street layout, alley layout, overhead obstructions preventing automated lifting of carts, other geography, daily route sector boundaries, etc.) and the labor, equipment and materials needed thereon, and the quantity of work to be performed (including the Contractor's own field verification of RDU and MDU estimates provided by the City), and the Contractor agrees that it has satisfied itself by its own investigation and research regarding all of such conditions, and that this conclusion to enter into the proposed Contract is based upon such investigation and research, and that it shall make no claim against the City because of any of the estimates, statements, or interpretations made by any official officer or agent of the City which may prove to be in any respect erroneous. The Contractor so assumes the risk of all conditions foreseen and unforeseen and agrees to complete the work without additional compensations under whatever circumstances may develop other than as herein provided. 3.6. Household recyclables collection service from eligible RDUs shall be performed exclusively by the Contractor. 3.7. The Contractor shall be obligated to protect all public and private utilities whether occupying public or private property. If such utilities are damaged by reason of the Contractor's operations under this Contract, it shall repair or replace same or, failingto do so promptly, the City shall cause repairs or replacements to be made and the cost of doing so shall be deducted from payment to be made to the Contractor. 3.8. In performing any actions or services under this Contract, the Contractor shall comply with any and all federal and state statutes, rules and regulations and any and all City and County ordinances and regulations pertaining to or regulating the provision of such services or actions, including those now in effect or hereafter adopted. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 7 Any violation of such statutes, ordinances, rules or regulations by the Contractor shall entitle the City to take appropriate corrective action. Any material violation by the Contractor shall entitle the City to terminate this Contract upon twenty-one (21) days written notice of termination to the Contractor except as provided elsewhere herein. Prior to exercising the right of termination, the City shall notify the Contractor in writing and consult with the Contractor in an effort to resolve the dispute. The Contractor may have up to twenty-one (21) days to cure a violation prior to the City's exercise of its termination right, provided that such an opportunity to cure is not in conflict with the provisions of the subject law, ordinance, rule, or regulation. However, the opportunity to cure shall not apply to subsequent and repeated violations of the same law, ordinance, rule or regulation. Amendments to existing regulatory laws, ordinances, regulations and enactment of new laws, ordinances and regulations shall not serve as justification for the Contractor to terminate its obligations hereunder, unless such changes make the completion of this Contract impossible. 3.9. Neither the Contractor nor the City shall be liable for the failure to perform their duties if such failure is caused by a catastrophe, riot, war, fire, act of God, power failure, flood, disaster or other similar contingency beyond the reasonable control of the City or the Contractor. Labor disputes do not constitute situations beyond reasonable control. No person shall be illegally excluded from employment rights in, participation in, or be denied the benefits of the program which is the subject of this Contract on the basis of race, religion, color, creed, sex, age, disability, handicapped status, national origin or any other protected class defined under the Minnesota Department of Human Rights and/or federal law. The Contractor agrees to undertake all efforts at reasonable accommodations as may be required by state or federal law. 3.10. The Contractor shall obtain all required licenses and permits to perform the Contract and promptly pay all fees required or taxes assessed by the City or any other Governmental agency. 3.11. Contractor agrees that no member, officer, or employee of the City shall have any direct or indirect interest in this Contract or the proceeds thereof. Violation of this provision shall cause this Contract to be null and void and Contractor will forfeit any payments to be made under this Contract. 3.12. Neither the Contractor nor the City shall be liable for the failure to perform their duties if such failure is caused by a catastrophe, riot, war, fire, act of God, power failure, flood, disaster or other similar contingency beyond the reasonable control of the City or the Contractor. Labor disputes do not constitute situations beyond reasonable control. 3.13. The laws of the State of Minnesota shall be used to interpret this Contract. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 8 4. Operations 4.1. Collection of recyclables shall not start before 7:00 a.m. or continue after 6:00 p.m. Exceptions to collection hours shall be affected only by prior permission of the City. The Contractor shall request permission from the City for any exception first via telephone and then in writing to the City Recycling Coordinator with an explanation as to the reason for the exception request. 4.2. When a holiday falls on the day that recycling should normally be collected, each subsequent collection day will be delayed one day. For Example if July 4 is on Tuesday, regular collection services that week will be Wednesday and Thursday. 4.3. The Contractor's employees shall handle the carts with reasonable precautions to prevent spilling or scattering of recyclable materials. The Contractor shall replace all carts in an upright position and shall immediately clean up and dispose of any contents thereof which may be spilled, regardless of whether the spill occurred on public or private property. 4.4. If the Contractor fails to clean up any scattered or spilled material or leaked material or fluids from recycling trucks within three hours after oral or written notice (email is acceptable) from the City, the City may cause such work to be done and deduct the reasonable cost thereof from any payments due and owing the Contractor, in addition to any other remedies provided herein. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 9 5. Collection Services 5.1. The recyclables collection service shall be provided every week from a 35-gallon, 64-gallon, 95-gallon or similar sized wheeled recycling cart(s). 5.2. Collection shall occur in the same location (i.e., at "curbside") and similar manner as household solid waste collection. 5.3. Recyclables "walk-up" collection may occur for eligible residents who apply forand receive City approval. Eligible residents may be disabled or handicapped. There will not be an additional charge to residents who are entitled to "walk-up" collection. 5.4. All occupants of RDUs in the City that set out recyclables for municipal collection shall be required to place their household recyclables in the City -supplied cart(s). 5.5. The current list of household recyclables is established under the authority of the City's Recycling Coordinator. The current list of recyclables as of the date of Contract execution are listed under the definition of "Recyclable Materials" in Section 2. This list may be amended by mutual agreement between the City and the Contractor. 5.6. All recyclable materials placed for collection by residents or management from eligible RDUs or MDUs shall remain the responsibility and ownership of the residents or property owner until picked up by the Contractor. The City requires that all collected recyclables must be delivered to the Contractor's MRF in a manner acceptable to Ramsey County. 5.7. Residential recyclables collected from the City under this Contract will be kept separate from other materials until delivery to the MRF. Residential recyclables generated in Arden Hills shall be weighed on Certified Truck Scales and the weights reported to the City. The Contractor shall retain truck scale weight tickets for City inspection upon request for a period of at least three years. 5.8. The Contractor shall not landfill, incinerate or otherwise dispose of recyclable materials collected for recycling under this Contract without the specific, prior written approval of the City. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 10 5.9. Cart Ownership and Management 5.9.1. The City shall own the recycling carts. 5.9.2. The Contractor shall be responsible and pay for all aspects of cart management and operations including (but not limited to), receiving, assembly, distribution (aka new cart "roll out"), management of excess cart inventory, (i.e., provide "warehouse" and inventory control services), cart switches/replacements, cart maintenance, repair or replace damaged carts, and manage all aspects of warranty repairs. Contractor shall deliver 64- gallon carts to all RDUs and exchange with other sizes as requested within one week of a valid request. 5.9.3. The Contractor shall serve as the City's agent for purposes of implementing cart warranty service and replacements. The Contractor will make its best efforts tohelp assure eligible cart warranty repairs and replacements are paid for by the cart manufacturer and not the City. 5.9.4. The Contractor's cart distribution services shall consist of ongoing cart replacements (i.e. new customers, service changes, replacement of damaged containers, etc.) during the term ofthe Contract. 5.9.5. Damaged carts and old recycling bins that are not reusable must be recycled. All costs incurred in recycling old curbside bins and new carts damaged beyond repair shall be the responsibility of the Contractor at no additional cost to the City. Residents may be allowed to keep their City- provided recycling bin for other uses. 5.10. Recyclable and Solid Waste collections from City Buildings and Parks 5.10.1. The Contractor shall provide recycling and solid waste collection services at the City owned and operated buildings and parks as listed in Appendix B. 5.10.2. Collection services shall be extended to all new City owned buildings and parks created during the term of the contract. 5.11. Customer Service 5.11.1. The Contractor shall maintain throughout the duration of the Contract designated single contact who is located in Minnesota and who has sufficient authority to resolve issues when officially notified by City staff. 5.11.2. The Contractor shall provide responsive, friendly customer service at all times including interactions with residents by drivers/crews on the collection route, on the phone, emails, web sites, and other forms of communication. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 11 5.11.3. In the case of alleged missed collections, the Contractor shall investigate, and, if such allegations are verified, the Contractor shall then arrange for the collection of the recyclable materials no later than 6 p.m. the following business day. 5.11.4. The Contractor shall establish and maintain an office or call service with continuous supervision to accept complaints and customer calls. The office shall be in service during the hours of 8:00 a.m. until 5:00 p.m. Central Standard Time on all days except Saturday, Sunday and legal holidays. The call service shall be available from 8:00 a.m. to 12:00 (noon) on Saturdays. The address and toll -free telephone number of such office shall be posted on the City's web site. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 1 I 6. Collection Equipment 6.1. When collecting recyclables under this Contract the Contractor shall use separate collection vehicles for recyclables. 6.2. It shall be the Contractor's sole responsibility to comply with all road weight restrictions. The Contractor shall immediately inform the City of any notices of exceeding such restrictions. The City retains the right to inspect and/or weighthe Contractor's trucks at anytime. 6.3. All vehicles shall be kept in a clean and sanitary condition; and all collection vehicles shall be cleaned with pressurized hot water at least once a month. It may be necessary to wash these vehicles more often to improve the appearance of the vehicle, eliminate or control insect infestation, and to control odor, if so directed by the City. 6.4. The vehicle bodies shall be painted and numbered and shall have the Contractor's name and telephone number painted in letters of a contrasting color, at least four(4) inches high or easily readable under normal conditions. 6.5. The trucks shall be maintained in good working order. They shall be equipped to meet all federal, state and municipal regulations concerning vehicles used on City streets and alleys and maintained to meet these standards. 6.6. All vehicles shall be equipped with the safety equipment as required by any local, state or federal laws. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 1 I 7. Employees 7.1. All employees shall be competent and skilled in the performance of the work to which they may be assigned. Failure or delay in the performance of this Contract due to the Contractor's inability to obtain employees of the number and skill required shall constitute a default of the Contract. 7.2. The employees shall not use loud or profane language, shall be courteous at all times (arguing will not be tolerated) and shall perform their work as quietly and quickly as possible. 7.3. The employees (and vehicles) shall not drive over private property unless requested by property owners. 7.4. The City or its authorized agent may inspect the work performed for compliance with the Contract. The Contractor shall furnish all reasonable assistance required by the City or its representative for the proper inspection of the Contractor's premises, facilities, equipment and the MRF to which the City's recyclables are taken. 7.5. The Contractor shall maintain, separate from all other records and accounts, complete records and an accurate ledger of accounts of all revenues and expenses relating tothe collection of the City's recyclables. Such records and accounts shall, at all reasonable times, be open to inspection by the City and its agents. With reasonable notice, the City shall have the right to audit any portion of the Contractor's records relating to services provided under this Contract. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 12 8. Indemnity 8.1. The Contractor shall indemnify, keep and save harmless the City and its respective officers, agents and employees against all suits or claims that may be based upon any injury or damage to persons or property that may occur, or that may be alleged to have occurred, in the performance of this Contract by the Contractor, whether or not it shall be claimed that the injury was caused through an negligent act or omission of the Contractor, its employees, it subcontractors or their agents or in connection with any claim based on lawful demands of subcontractors, workers, or suppliers; and whether or not the persons injured on whose property was damaged were third parties, employees of the Contractor or employees of an authorized subcontractor; and the Contractor shall, at its own expense, defend the City in all litigation, pay all attorneys' fees and all costs and other expenses arising out of the litigation orclaim or incurred in connection therewith; and shall, at its own expense, satisfy and cause to be discharged such judgments as may be obtained against the City, or any of its officers, agents or employees. 8.2. When requested by the City, the Contractor shall submit satisfactory evidence that all persons, firms or corporations who have done work or furnished supplies under this Contract, for which the City may become liable under the laws of the State of Minnesota, have been fully paid or satisfactorily secured. In case such evidence is not furnished or is not satisfactory, an amount may be retained from compensation due the Contractor, which will be sufficient in the opinion of the City's Attorney, to meet all claims of the persons, firms, and corporations as aforesaid. Such sum shall be retained until the liabilities are fully discharged or satisfactorily secured. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 13 9. Insurance 9.1. The Contractor shall provide and maintain in full force and effect during the entire term of this Contract, regular Contractor's Public Liability Insurance, with the City as an additional insured, providing for a limit of not less than Two Million Dollars ($2,000,000.00) for all damages arising out of bodily injuries or death of one person, and subject to that limit for each person, and regular Contractor's auto, property damage liability insurance providing for a limit of not less than Five Hundred Thousand Dollars ($500,000.00) for all damages arising out destruction of property in any one accident, and subject to that limit per accident. The Contractor shall also provide workers' compensation insurance and employers' liability insurance as required by law. Policies or coverage required shall be updated as necessary to meet at least the amounts specified in Minn. Stat. § 466.04 for each year of the Contract. Contractor shall provide Environmental Impairment Liability (Pollution Legal Liability) for sudden and non -sudden (gradual) pollution occurrences covering all facilities and equipment owned and used by Contractor, or its agents or employees. Limits of liability shall be no less than $5,000,000 for each occurrence and $5,000,000 aggregate and shall continue for a two-year period following termination of this Agreement. Such policies shall provide for ten (10) days' notice to the City of any change, cancellation, or lapse of such policy. The Certificates of Insurance shall name the City as an additional insured, and state that the Contractor's coverage shall be the primary coverage in the event of a loss. Acceptance of the insurance by the City shall not relieve, limit or decrease the liability of the Contractor. The Contractor shall further guarantee and save harmless and indemnify the City of and from any and all loss, damage, claims, suits, judgments and recoveries which may be asserted, made or may arise or be had, brought or recovered against the City by reason of any of the foregoing claims except such as are caused by the existence of the disposal sites at the locations specified or contemplated in the Contract; and that it shall immediately appear and defend the same as its own cost and expense. Prior to the effective date of this Contract, the Contractor shall file a copy of such policies with the Recycling Coordinator. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 14 10. Payment and Performance Bonds/Letter of Credit 10.1 Before the Contract shall be valid or binding against the City, the Contractor shall provide both a Payment Bond and a Performance Bond to the City of Arden Hills for the use of said City, and also for the use of anyone who may perform or cause to be performed any work or labor, or furnish or cause to be furnished any skill, labor, equipment, or materials in the execution of such Contract, which bonds shall be signed by the Contractor and shall be in the amount of fifty (50) percent of the yearly Contract amount. The Bonds shall at all times be kept in full force and effect. The Bonds or Letters of Credit shall be approved by the City Attorney and filed with the City Clerk or designee. 10.2 The conditions of the Bonds or Letters of Credit shall be that the Contractor shall fully and faithfully perform all conditions of the Contract and these specifications; shall pay anyone who may perform or cause to be performed any work or labor, or furnish or cause to be furnished any skill, labor, equipment or material in the execution of such Contract; and such Bonds or Letters of Credit shall provide the full amount thereof and shall be forfeited upon the Contractor's failure to comply therewith. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 15 11. Transferability of Contract 11.1 Other than by operation of law, no transfer or assignment of the Contract or anyright accruing under this Contract shall be made in whole or in part by the Contractor without the express written consent of the City. In the event of an assignment, the Contractor shall act as a guarantor of the assignee's satisfactory performance of all Contractual obligations. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 16 12. Reporting and Promotional/Educational Activities 12.1 Monthly and Annual Materials Reports. Monthly reports and annual reports regarding the City's recycling program will be submitted to the City. At a minimum, the monthly reports should include the following information: 12.1.1 Total number of stops collected, total number of possible stops (set out numbers). 12.1.2 Gross amounts of materials collected, by recyclable material (in tons). 12.1.3 Net amounts of materials marketed, by recyclable material (in tons). 12.1.4 Amounts of materials stored, by recyclable material (in tons), with any notes as to unusual conditions. 12.1.5 The markets used for the sales of each of the recyclable commodities during that month. 12.1.6 The amounts of process residuals disposed (in tons) and the location(s) of disposal facility. 12.1.7 Revenue share credits back to the City, with the calculations by which those credits were determined. 12.1.8 Customer information collected on routes: 12.1.8.1 The locations of damaged and replaced carts. 12.1.8.2 Addresses that do not participate in the recycling program. Monthly reports shall be due to the City by the 15th day of each month subsequent to the month of the report. The first monthly report in 2025 shall be due on June 15, 2025. Annual reports shall be due by January 15 and shall be a compendium of the previous monthly reports with an annual summary of trends. The annual report will include recommendations for continuous improvement in the City's recycling program (e.g., public education, multi -unit recycling, etc.). 12.2 Customer Relations Report. The City will be provided with 12.2.1 A quarterly list of all customer complaints, including a description of how each complaint was resolved. 12.2.2 The number, address and results of the Annual Cart Checks. Annual Cart Checks are completed by looking inside the cart of 100 residential properties to check for contaminants. 12.2.3 A quarterly list of all missed pickups reported to the Contractor. Quarterly reports shall be due the 15th of the months of February, April, July and October, with the 2025 quarterly reports beginning in July. Annual reports shall be due by January 15th of each year. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 17 12.3 Annual Performance Review. Meeting to Discuss Recommendations for Continuous Improvement. The City shall schedule an annual meeting to include (but not be limited to): 12.3.1 Review annual report, including trends in recovery rate and participation. 12.3.2 Review efforts made to expand recyclable markets. 12.3.3 Review performance based on feedback from residents. 12.3.4 Review recommendations for improvement in the City's recycling program, including enhanced public education and other opportunities. 12.4 Promotional/Educational Activities 12.4.1 The Contractor and the City shall work together in the preparation and distribution of educational materials to insure accurate information and program directions. The Contractor shall pay for the annual design, printing and mailing of a curbside program flyer with an additional 200 fliers to be placed at City Hall. The flyer shall be approved by the City in writing prior to printing or distribution. The flyer shall be delivered to homes no later than January 31 of each year. 12.4.2 The publicity and promotion program may include articles for City newsletters, public appearances, provision of information for local environmental groups, or attendance at public events sponsored bythe City. The Contractor shall at a minimum provide one (1) newsletter article per year. The Contractor is encouraged to develop new public education and outreach materials each year. 12.4.3 The Contractor will work with the City to prepare guidelines for residents of eligible RDUs and MDUs with recycling instructions. 12.4.4 Each year by January 31st, the Contractor shall send a mailing to each residential property that is served by the Contractor with a specific listof instructions for sorting recyclable materials and setting out recycling carts. 12.4.5 The yearly mailing will include instructions for residents of eligible RDUs to have their recyclables carts set out to curbside by 7:00 a.m. on their designated recycling collection day. 12.4.6 The Contractor shall conduct its own promotions and public educationto increase participation. The Contractor shall submit a draft of any public education literature for approval by the City at least one month before printing and release of any such literature. 12.4.7 The annual work plan shall include initiatives to improve the City's recycling program. These initiatives may include (but are not limited to) expansion of materials collected, voluntary expansion to businesses, effective education of residents with measurement, community involvement, outreach to low participating communities, and outreach using electronic communications including e-mail reminders and apps. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 18 13. Default and Termination 13.1 If the work to be done under this Contract is abandoned by the Contractor; or if this Contract is assigned by it without the written consent of the City Council; or if the Contractor is adjudged bankrupt; or if a general assignment of assets is made for the benefit of the Contractor's creditors; or if a receiver is appointed for the Contractor of any of its property; or if, at any time, the City determines that the performance of the work under this Contract is being unnecessarily delayed or that the Contractor is violating any of the conditions of this Contract, or that it is executing the same in bad faith or otherwise not in accordance with the terms of this Contract, then the City may serve written notice upon the Contractor and its surety of the City's intention to terminate this Contract. 13.2 Unless within twenty-one (21) days after the servicing of such notice, a satisfactory arrangement is made for continuance, this Contract shall terminate and the Contractor and its surety shall be liable to the City for all costs. 13.3 The City May Withhold Payments or Performance Bond. In the event of Contractor's default under the terms of this Contract, all payments due the Contractor shall be retained by the City and applied to the completion of the Contract and to damages suffered and expenses incurred by the City by reason of such default, unless the surety on the performance bond shall assume the Contract, in which event all payments remaining due the Contractor at the time of default, less amounts due the City from the Contractor and less all sums due the City for damages suffered and expense incurred by reason of such default shall be due and payable to such surety. Thereafter, such surety shall receive monthly payments equal to those that would have been paid to the Contractor had such Contractor continued to perform the Contract. 13.4 Liquidated Damages 13.4.1 The imposition of liquidated damages is not a penalty, but recognition of the difficulty of ascertaining the damages resulting from certain types of performance breaches. The assessment of liquidated damages shall be at the reasonable discretion of the City and shall be in lieu of other remedies, if imposed. 13.4.2 The City may deduct the full amount of any liquidated damages from any payment due to the Contractor, but any liquidated damages not so deducted shall remain the obligation of the Contractor and be payable to the City on demand. 13.4.3 The City may assess liquidated damages in lieu of other remedies available to the City for breach of the Contract or violation of the City's ordinances. Failure to impose liquidated damages for lack of performance shall not constitute a waiver of the City's other rights and/or remedies under either the Contractor or the City's ordinances or any subsequent failure of performance. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 19 13.4.4 The Contractor shall be liable to the City for liquidated damages, in the amount of $75.00 for the first incident, $100.00 for the second incident and $200.00 per incident thereafter; upon determination by the City that performance has not occurred consistent with the following provisions of the Contract: 13.4.4.1 Failure to pickup missed collections by 6:00 p.m. on the day following scheduled collection day. 13.4.4.2 Failure to complete City-wide or route -wide collection by 6:00 p.m. on the scheduled collection day, unless prior approval is received by the City. 13.4.4.3 Failure to adequately address legitimate complaints, whether submitted by residents or the City. 13.4.4.4 Failure promptly to clean up any spills or leaks caused bythe Contractor. 13.4.4.5 Failure to clean up scattered or spilled material spilled bythe Contractor within three hours of written or oral notice from the City. 13.4.4.6 Disposal of recyclables by the Contractor in a landfill, resource recovery facility or other disposal facility without receiving prior written City permission. 13.4.4.7 Failure to adhere to other collection restrictions and requirements set forth in the Contract. If the Contractor has violated or failed to follow collection restrictions or requirements in general, the City may treat each violation or failure as a separate incident for the purpose of calculating liquidated damages. 13.4.4.8 Failure to request and obtain permission from the City for collecting on the residential routes earlier than 7 a.m. or later than 6 p.m. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 20 14. Payment for Base Collection Services 14.1 The City shall be responsible for invoicing and collecting the utility rate fees from all eligible RDUs and MDUs receiving collection services. 14.2 The City may give the Contractor oral notice of discontinuation of service to RDUs or MDUs, promptly followed by written confirmation of the order. Upon reinstatement of service at the RDU or MDU by the City, the Contractor shall resume collections on the neat scheduled collection day. 14.3 The Contractor shall bill the City for any collection services rendered to mutually agreed -upon, eligible RDUs and MDUs according to the collection service Contract prices set forth in this Contract. The Contractor shall invoice the City on a monthly basis within ten (10) days following the end of each month in a format to be specified by the City. The Contractor shall itemize applicable charges by county, state or federal agencies. 14.4 The City shall pay the Contractor within 35 days after receiving and approving the invoice from the Contractor. The City's payment to the Contractor shall be based on the approved invoice and the collection service Contract prices set forth in this Contract. The Contractor shall be entitled to payment for services rendered provided an approved invoice is submitted to the City pursuant to the terms of this Contract regardless of whether or not the City collects the utility rate fee from the specific RDU or MDU for such services. However, the Contractor shall not be entitled to receive payment for dwelling units for which the Contractor has received notice from the City of discontinuance of service. The City shall be entitled to offsets in its payments to Contractor amounts for Contractor errors or omissions as specified in the Liquidated Damages Section 13. 14.5 The City will compensate the Contractor through the base Contract prices set for recyclable collection services for RDUs. Commencing May 5, 2025, the base Contract prices will be: Recyclables Collection shall be $ per eligible RDU per month for weekly recycling service. Eligible RDUs with more than one (1) cart will be charged an additional fee of $2.00 per household per month per cart. 14.6 City will compensate the Contractor through the base Contract prices set for recyclable collection services for MDUs. Commencing May 5, 2025, the base Contract prices will be: Recyclables Collection shall be $ per eligible MDU per month for each four yard container serviced once per week or $ per eligible MDU per month for each 65 gallon cart serviced once per week. 14.7 The City shall provide a count of eligible RDUs and MDUs by January 1 of each year. These annual counts may include additional RDUs and MDUs added due to new development, redevelopment or other such changes. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 21 14.8 The Contract price will be multiplied by the total number of RDUs and MDUs as determined by the City to result in the monthly payment amount to Contractor. 14.9 Annual Contract Price Increase The City agrees that the price per residential dwelling unit will increase each year by the Consumer Price Index for the Upper Midwest as determined by the Federal Reserve Bank of Minneapolis or by three (3) percent, whichever is less. The price change shall go into effect on May 5 of each year. The City will notify the Contractor by the last week of January of the compensation rate for the subsequent contact year. 14.10 Processing Fees and Revenue Share [IF REVENUE SHARE IS INCLUDED] 14.10.1 The processing fee for all recyclable material commodities shall be $ per ton. The city agrees that the processing rate will increase each year by the Consumer Price Index for the Upper Midwest as determined by the Federal Reserve Bank of Minneapolis or by three (3) percent, whichever is less. The price change shall go into effect May 4 of each year. The City will notify the Contractor by the last week of January of the compensation rate for the subsequent contact year. 14.10.2 The Revenue Share on all commodities shall be split between the City and the Contractor at a rate of 80% (City) and 20% (Contractor). 14.10.3 The revenue will be calculated by multiplying the tons of individual materials collected, times the agreed upon material price. Total revenue shall be calculated by adding all of the revenue generated for each of the materials collected and processed. Contractor shall guarantee a minimum price on all materials of $0.00 per ton. If a particular material price is negative, a price of $0.00 per ton shall be used. 14.10.4 Processing fee will be calculated by multiplying the tons of individual materials collected by the agreed upon processing fee as described in Section 14.10.1. Total Processing Fees will be calculated by adding all of the processing fees generated for each of the materials collected and processed. 14.10.5 Revenue share received by the City will be calculated bysubtracting the Total Processing Fee from the Total Revenues. If the remainder is positive, that number represents the revenue that shall be split between the City and the Contractor 80% (City) and 20% (Contractor). 14.11 Annual Residual Waste Evaluations. A load evaluation shall be made in the presence of both parties on a date mutually agreed upon to validate or re-establish the residual percentages used in the payback matrix. The annually validated and agreed upon percentage will be used until the next annual review. The City of Arden Hills and Republic Services agree that the commodity percentages listed on the Revenue Share Matrix are a reasonably accurate approximation of the percentages of each commodity of Recyclable Materials. The Revenue Share Matrix will be updated monthly by the actual percentages of residential single stream material shipped by Republic that month and the agreed upon residual percentages. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 22 14.12 Change in Law Provision. The City and Republic Services agree that any change in law that materially affects the performance or pricing of the agreement will be reviewed within 30 days of such law taking affect. Both the City and Republic Services agree that following the review the parties will negotiate in good faith to return this agreement to substantially similar terms, conditions, or pricing that were present prior to change in law. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 23 15. Miscellaneous Provisions 15.1 In the event that any provision or portion thereof of any Contract Document shall be found to be invalid or unenforceable, then such provision or portion thereof shall be reformed in accordance with the applicable laws. The invalidity or unenforceability of any provision or portion of this Contract shall not affect the validity or enforceability of any of the remaining provisions or portions of the Contract. 15.2 Any notice or demand required herein shall be in writing and shall be effectively made if delivered to either party in person or, if mailed, sent by certified mail as follows: To the City of Arden Hills at 1245 West Highway 96, Arden Hills, MN 55112; and to the Contractor at 9813 Flying Cloud Drive, Eden Prairie, MN 55347; or to such other address as either party may furnish the other in writing. Any change must be agreed upon by both parties in writing. CITY OF ARDEN HILLS, MN CONTRACT FOR THE COLLECTION OF RESIDENTIAL RECYCLABLE MATERIALS Page 24 Appendix A Map of Route Sectors by Collection Day (Tuesdays for properties south of 1-694 and on Wednesdays for properties north of 1-694) e - 5 lie, e^�ry_v 3 I. ( CITY OF A EN HILLS, MN CONTRACT FOR THE COLLEMON OF RESIDENTIAL RECYCLABLE MATERIALS Appendix B City Facilities to be serviced by the Contractor. *city flan and 14 city Parks (Parknecyclables maybe collected from a central location as determ in ad bytbe Public Works Department) 3 7� -n o�w�xnlc Trail Map YI CITY OF ARDE F HILLS, NPI CONTRACT FOR TI-IIICOLLECTION OF RFSIOFNTIAL RFCYCLARLE MATERIALS Attachment B List of Multi -Dwelling Unit Properties Eligible to Opt -in to Recycling Service RFP for City of Arden Hills Recycling Services Description Site Address # of Units TRAILER OR MOBILE HOME PARK 4605 PRIOR AVE N 276 MIXED RESID/COMMERCIAL 1201 COUNTY ROAD E W 74 Arden Flats Apartments 1290 COUNTY ROAD F W 60 Parkshore Apartments 1717 PARKSHORE DR 3100 37 Johanna Shores Senior Living 3200 LAKE JOHANNA BLVD 202 Cottage Villas of Arden Hills 3744 CLEVELAND AVE N 60 Round Lake Senior Living 1740 Parkshore 121 New Perspective Senior Living 3565 Pine Tree 145 CONDO 4 PINE TREE DR 110 1 CONDO 4 PINE TREE DR 111 1 CONDO 4 PINE TREE DR 112 1 CONDO 4 PINE TREE DR 113 1 CONDO 4 PINE TREE DR 114 1 CONDO 4 PINE TREE DR 115 1 CONDO 4 PINE TREE DR 116 1 CONDO 4 PINE TREE DR 117 1 CONDO 4 PINE TREE DR 118 1 CONDO 4 PINE TREE DR 119 1 CONDO 4 PINE TREE DR 120 1 CONDO 4 PINE TREE DR 121 1 CONDO 4 PINE TREE DR 122 1 CONDO 4 PINE TREE DR 123 1 CONDO 4 PINE TREE DR 124 1 CONDO 4 PINE TREE DR 125 1 CONDO 4 PINE TREE DR 126 1 CONDO 4 PINE TREE DR 127 1 CONDO 4 PINE TREE DR 128 1 CONDO 4 PINE TREE DR 129 1 CONDO 4 PINE TREE DR 130 1 CONDO 4 PINE TREE DR 131 1 CONDO 4 PINE TREE DR 132 1 CONDO 4 PINE TREE DR 133 1 CONDO 4 PINE TREE DR 210 1 CONDO 4 PINE TREE DR 211 1 CONDO 4 PINE TREE DR 212 1 CONDO 4 PINE TREE DR 213 1 CONDO 4 PINE TREE DR 214 1 CONDO 4 PINE TREE DR 215 1 CONDO 4 PINE TREE DR 216 1 CONDO 4 PINE TREE DR 217 1 CONDO 4 PINE TREE DR 218 1 CONDO 4 PINE TREE DR 219 1 CONDO 4 PINE TREE DR 220 1 CONDO 4 PINE TREE DR 221 1 CONDO 14 PINE TREE DR 222 1 1 1 of2 Description Site Address # of Units CONDO 4 PINE TREE DR 223 1 CONDO 4 PINE TREE DR 224 1 CONDO 4 PINE TREE DR 225 1 CONDO 4 PINE TREE DR 226 1 CONDO 4 PINE TREE DR 227 1 CONDO 4 PINE TREE DR 228 1 CONDO 4 PINE TREE DR 229 1 CONDO 4 PINE TREE DR 230 1 CONDO 4 PINE TREE DR 231 1 CONDO 4 PINE TREE DR 232 1 CONDO 4 PINE TREE DR 233 1 CONDO 4 PINE TREE DR 310 1 CONDO 4 PINE TREE DR 311 1 CONDO 4 PINE TREE DR 312 1 CONDO 4 PINE TREE DR 313 1 CONDO 4 PINE TREE DR 314 1 CONDO 4 PINE TREE DR 315 1 CONDO 4 PINE TREE DR 316 1 CONDO 4 PINE TREE DR 317 1 CONDO 4 PINE TREE DR 318 1 CONDO 4 PINE TREE DR 319 1 CONDO 4 PINE TREE DR 320 1 CONDO 4 PINE TREE DR 321 1 CONDO 4 PINE TREE DR 322 1 CONDO 4 PINE TREE DR 323 1 CONDO 4 PINE TREE DR 324 1 CONDO 4 PINE TREE DR 325 1 CONDO 4 PINE TREE DR 326 1 CONDO 4 PINE TREE DR 327 1 CONDO 4 PINE TREE DR 328 1 CONDO 4 PINE TREE DR 329 1 CONDO 4 PINE TREE DR 330 1 CONDO 4 PINE TREE DR 331 1 CONDO 4 PINE TREE DR 332 1 CONDO 14 PINE TREE DR 333 1 1 2at2 Forms RFP for City of Arden Hills Recycling Services City of Arden Hills RFP for Recycling Services PROPOSAL FORMS: RFP FORMS A THROUGH H Instructions: Please use this Word document to enter your responses to the RFP questions. When you're done, please print and sign the final forms for submittal with your proposal and submit an electronic copy via email. The electronic proposal file must be in a PDF format. You may also print out this document, fill in your numeric answers by hand, attach additional sheets for typed narrative answers, sign the forms, and upload electronically to submit via email. All forms completed manually must be clear and legible. City of Arden Hills RFP for Recvclina Services Form A: Proposal Content Checklist Instructions: Please check off the forms and other proposal sections to assure that your proposal is complete and all forms are signed: ❑ Proposal Cover Letter ❑ Form A: Proposal Content Checklist ❑ Form B: Respondent Questionnaire (including references) ❑ Form C: Certification of Binding Signature ❑ Form D: Certification of Independent Proposal Pricing ❑ Form E: Price Worksheet ❑ Form F: Itemized Listing of Trucks and Other Collection Equipment ❑ Form G: Acceptance of Draft Contract for Services ❑ Form H: Acknowledgement of Receipt of Addenda Form A - 1 City of Arden Hills RFP for Recvclina Services Form B: Respondent Questionnaire Instructions: Please use this form and attach additional pages as may be necessary to properly respond to each of the following questions. The word "Company" as used below includes partnerships, corporations, and/or sole proprietorships. Note: If this is a teaming arrangement, please list all team members providing: organization name, contact person, address, telephone number, email, website. General Contact Information: Name of Company Proposing: Address: Telephone: Email: Website: Name of contact person: Type of organization: (e.g., corporation, joint venture, partnership, individual) Is this a 'Team" proposal? ❑ Yes ❑ No If yes, please list the name of the other organizations proposing as a part of your Team. (A letter of intent to intent to team should be included from each organization.) References: Provide on separate page(s) three (3) collection service references. Include: the name of the municipality or other government agency, number of households served, contract structure between the organization and current status, type of materials collected, summary of service level (e.g., weekly or EOW curbside recycling in carts, etc.). If this is a teaming arrangement, collection service references for each team member should be submitted. Form B - 1 City of Arden Hills RFP for Recvclina Services Qualifications Questionnaire General Management Describe the management structure of your company, including local decision -making authority related to this Contract. Financial Stability and Strength Provide financial data for the previous three years (e.g., balance sheets, annual report) Recyclables Collection Experience List other communities in Minnesota for which you provide contracted services for single -stream recycling, the length of time you have provided those services, and the number of customers in each contract. Describe your experience with collections from residential, single-family households and multi -dwelling units (MDUs). Special Events List and summarize your past experience with providing recycling services at special events (e.g., community clean up events, other community events, etc.). MRF Residuals History List the process residuals rate for similar residential curbside recyclables collected for the past three years, even if the materials recovery facility (MRF) is owned or operated by another company. Identify the name and location of each MRF and the residual rate (percent of total incoming curbside residential recyclables). Measurement of Contaminants as Collected Describe your plan for measuring the frequency (e.g., percent of single unit dwellings that place unacceptable materials in the Recycling cart) and type of contaminants as collected. Measurement of Participation Describe your plan for measuring the participation rates of curbside Recycling customers (e.g., percent of single unit dwellings and opt -in establishments that set out Recyclables at least once over a six -week period of observation). Recyclables Marketing Plan What is your plan to address the fluctuating market prices for Recyclables? Form B - 2 City of Arden Hills RFP for Recvclina Services Business Information Complete this Section for the Proposer and, if applicable, each member of a Teaming arrangement. Within the past five (5) years, has the Company submitting this proposal failed to complete a contract? ❑ Yes ❑ No If so, state name of parties to the contract, the date of the contract and the reason for non -completion. If a bond was posted, state the contact information for the bond company. Within the past five (5) years has the Company submitting this proposal or any facility or property owned or operated by this Company failed to perform any of its contract obligations with any municipality, county or other public entity? ❑ Yes ❑ No If so, state the nature of the failure. Within the last five (5) years, has the Company submitting this proposal, or any facility or property owned or operated by your Company ever been the subject of administrative or judicial action for alleged violation of the conditions of a permit issued by a governmental entity; or alleged violations of environmental, zoning, or public health laws or regulations? ❑ Yes ❑ No If so, state the details and disposition. Has the Company submitting this proposal or any of its subsidiaries been a party to any lawsuits within the last five (5) years that may affect its ability to perform the obligations described in the proposal? ❑ Yes ❑ No If so, list these lawsuits. Proposal Description Provide a clear summary of your proposed recycling services operations including explicit deviations from the specifications within this RFP packet. Describe any expectations for City responsibilities not specified in this RFP packet. Form B - 3 City of Arden Hills RFP for Recvclina Services Safety Plans and Records Summarize your safety plans for route collection operations to protect both residents and your workers. Summarize your safety plans for MRF operations (if you own your own MRF) and truck unloading procedures at the MRF. Have you had any OSHA — reportable accidents within the past three years in Minnesota? ❑ Yes ❑ No If so, please summarize. Cart Management Plan The City's currently owns the Recycling carts and plans to continue with that scenario. Describe how you plan to manage cart inventory, size switches, repairs, maintenance, new labeling, warranty work, etc. Contract Transition What is your plan for transition of operations between the current operations and the new Contract operations? Describe proposed timing of these transitions including: truck acquisition (if needed); personnel training for collection and customer service call center staff; public notices; etc. Proposed Additional Recyclable Materials Do you plan to collect and recycle any additional Recyclable Materials other than the minimum items listed in Attachment A, Section 2.4? ❑Yes ❑ No If yes, please itemize, including your materials marketing strategy to assure consistent end market outlets and actual Recycling of these additional items. (Note that you may request end market information be held as confidential under the Minnesota Government Data Practices Act procedures and standards.) Proposed Destination of All Materials In addition to the list of end markets for traditional recyclables, describe the ultimate processing or disposal facilities for all other materials to be collected as a part of this contract (e.g., recyclable items from the cleanup events such as appliances, C&D materials, etc.). Form B - 4 City of Arden Hills RFP for Recvclina Services Proposed Spring/Fall Cleanup Days Operations The City currently has a Fall Clean Up day, typically in October. Describe your proposed operations for supporting collections from the City's annual Clean Up Day as part of your Proposal (minimum requirements). Subcontracting shall be allowed and encouraged if necessary to provide the full spectrum of required services. Alternate proposals with additional added value services (e.g., enhanced reuse and/or recycling of bulky items collected from the Clean Up Days) are encouraged but not required. Clean Up day shall be billed separately from the collection contract. Public Education The City and the Contractor will plan for a coordinated public education campaign. Does your Company use "education tags" that are left by your collection crews at the time [zmmmi►re, If yes, please attach an example of one such education tag from another community. Describe your proposal to improve participation in low participation communities including Multi -Dwelling Unit Buildings. How do you propose educating individual residents in households who do not participate in curbside Recycling to improve Recycling participation? What forms of electronic communication and public education are you proposing to use to help educate Arden Hills residents and businesses? Do you utilize a Recycling app for residents to receive customized Recycling messages sent to their smart phone or other mobile device. ❑ Yes ❑ No If yes, please identify the app, any current municipal customers that use it, and describe how it will work for Arden Hills including roll -out schedule. What other (non -electronic) public education efforts have you used successfully in the past that are directly relevant to scope of service described in this RFP? What other public education efforts have you used successfully in the past which are directly relevant to this scope of service? Form B - 5 City of Arden Hills RFP for Recvclina Services What are your plans for additional public education efforts? How do you propose establishing lists and then targeting residents for customized public education who do not participate in curbside recycling? What are your plans for providing public education in multiple languages (appropriate to the demographics of Arden Hills) for households that use English as a second language? Customer Service and Other Community Relations Services Describe your call center plans. At a minimum, describe: Location of the call center. Hours of live call center operations (i.e. a live person receives the phone call, whether directly upon incoming call or through an automated selection to speak to a representative). Average call center response times (time from arrival of call to "live" customer service employee contact with caller). Methods to support your customer service representatives to train them on Arden Hills - specific service elements and Contract standards. Do you currently use some form of "Frequently Asked Questions" (FAQs) together with standardized call center responses that are customized to a local community? ❑ Yes ❑ No If so, please provide a current example of such FAQs/responses. Methods to link customer complaints to improved route services. Proposed means to communicate with residents and City staff changes in collection schedule under severe weather incidents. Form B - 6 City of Arden Hills RFP for Recvclina Services Payment Impacts Please describe how your proposed equipment and operations will minimize impacts on street pavements within Arden Hills. Clean Operations Please describe how your proposed equipment and operations will minimize litter and debris within Arden Hills. Quiet Operations Please describe how your proposed equipment and operations will minimize noise within Arden Hills. Local Markets Please describe how your proposed operations and materials marketing plans will maximize the use of local end markets to the extent possible. Please describe where the percentage of Recyclable materials from your operations in the Twin Cities are marketed: e.g. in Minnesota; in the Midwestern Region of the U.S., in North America, and to export markets abroad. Proposed Community Values Plan Respondents must identify their proposals to meet Arden Hill's community values including, but not limited to, the questions and specific examples below. Additional sheets may be added as needed (no page limit). Diversity. Equity and Inclusion (DEI) Does your organization have a DEI policy statement? ❑Yes ❑ No If yes, please include your DEI policy statement. Does your organization have its own DEI action plan? ❑Yes ❑ No If yes, please briefly summarize its DEI action plan. Form B - 7 City of Arden Hills RFP for Recvclina Services If known, please summarize the means of providing equitable hiring and fair compensation of the workforce at the MRF where Recyclables collected from Arden Hills will be processed. Is this MRF workforce permanent staff with benefits? ❑Yes ❑ No ❑ Unknown If available, please elaborate, including the percent of staff that is permanent or temporary. Proposed Value -Added Plan Identify options, ideas, alternatives, or suggestions to add value to this service. Include a short description of how it adds value to the project and identify if the items will decrease or decrease cost, customer satisfaction, or both. You may add additional added -value options. Signature of person duly authorized to sign submittal on behalf of the Proposer: Authorized Signature Printed Name Date Form B - 8 City of Arden Hills RFP for Recvclina Services Form C: Certification of Binding Signature Instructions: All forms provided in this RFP are required to be completed and be executed by an official authorized to bind the proposal offer. All completed forms shall be made a part of the Respondent's proposal. All proposal forms must be signed by the same authorized person. The undersigned Respondent further certifies that he/she is authorized to execute all proposal forms included in this proposal response to the RFP and to bind the company to these agreements. He/she has read the information contained in this proposal and submitted by the Proposer and has personal knowledge that the information submitted is true and correct. I (Name of Authorized Officer) roil (Title) (Date) (Proposer Firm name) Form C - 1 City of Arden Hills RFP for Recvclina Services Form D: Certification of Independent Proposal Pricing Instructions: This form shall be executed by the authorized official to bind the company. The Proposer makes the following representations and certifications as part of this proposal: The undersigned respondent certifies that the Proposer has not directly or indirectly entered into any agreement, express or implied, with any other Proposer(s) (other than for purposes of forming a Team as defined and allowed in this RFP) for any of the following: A. Controlling of the price of such proposal(s); B. Limiting of the number of proposals or Proposers; or C. Parceling or farming out to any Proposer(s) or other persons of any part of the Contract or any part of the subject matter of the proposal(s) or of the profits. The undersigned respondent certifies that they have not and will not divulge the sealed proposal to any person except those as a part of a legitimate Team as per the specifications of this RFP or having a partnership or other financial interest with them in said proposal or proposals until after the Contract is fully executed or until the City publicly releases this sealed information. The undersigned respondent further certifies that the Proposer has not been a party to any collusion including, but not limited to, actions such as: A. Proposers restraining the freedom of competition by agreement to make a proposal at a fixed price or pre -arranged price limit; B. Refraining from submitting a proposal at a fixed or pre -arranged price limit; or C. Refraining from submitting a proposal. The undersigned responded further certifies that the Proposer has not engaged in any prohibited contact or conflict of interest with any City official or its agents such as, but not limited to: A. Discussion of service quantity, quality, or price in the prospective Contract or any other terms of said prospective Contract; or B. Any other prohibited discussions between the Proposers and City officials or agents concerning exchange of money or other things of value for special consideration in the letting of a Contract. Signature of person duly authorized to sign submittal on behalf of the Proposer: Printed Name Authorized Signature Date Form D - 1 City of Arden Hills RFP for Recvclina Services Form E: Price Worksheet Instructions All Respondents must fill out at least one set of these price worksheets for the "base scenario" for fixed fees (without risk/revenue sharing). All parts of the price worksheet must be completed. To be responsive, the City requires proposed Recycling service prices for: • RDUs, • MDUs and opt -ins; • Three (3) year vs. five (5) year contract terms; and • Annual Event Cleanup. Optional: Curbside Bulky Waste Collection Scenario and Risk/Revenue Sharing. In addition, Respondents also may complete optional, alternate scenario price worksheets. Simply copy these pages and clearly mark your additional alternate scenario proposal as such. Respondents may submit multiple scenarios; there is no limit. Respondents may fill in the price worksheets below or use their own form. However, the contents in the price worksheets below must be included if alternative forms are submitted. When completed, print and sign the final forms for submittal with your proposal. You may also print out this document, fill in your numeric answers by hand, and then sign the price worksheets. All forms completed manually must be clear and legible. All price worksheets shall be executed by the authorized official to bind the Respondent If alternate proposal(s) are submitted, a separate Form E — Price Worksheet must be included, labeled "Alternate" with an appropriate title, that clearly specifies the proposed costs of any such alternate provision. In all cases, the City will own the carts for residential customers unless otherwise noted. The Contractor is required to store and handle the distribution of extra carts as well as field cart requests from residents. Alternate proposal scenarios may be proposed if the Respondent chooses to offer a variation to the current Proposal system: The proposal scenario includes a weekly single -stream collection and processing system, whereby residents are instructed to commingle all groups of City -Designated Recyclable Materials in a lidded, wheeled Recycling Cart. The City owns all of the Recycling Carts. The Contractor will store, manage and distribute carts to residents. Basic design and operating details of the current systems are assumed within this single -stream scenario, with the exceptions of enhanced public education and enhanced Contractor reporting requirements. Additional alternates not specified above that add value (e.g., additional services) are welcomed as long as a Proposal in accordance with the RFP and draft contract is Form E - 1 City of Arden Hills RFP for Recvclina Services submitted. For example, Respondents are encouraged to propose collection of additional materials (such as scrap metal, household hazardous wastes, bulky items, textiles, etc.) if processing is feasible and suitable markets exist. Risk/Revenue Sharing Option You may submit an additional scenario price worksheet with risk/revenue sharing to accommodate the fluctuating value of recyclables. If you do so, your risk/revenue sharing option must be clearly described, prices and formulae itemized, and include at least two example annual calculations based on 2022 and 2023 market prices. If you submit such an option, the City requires you to submit it in addition to your proposed prices for the "base scenario" without risk/revenue sharing as outlined below. Alternate risk/revenue share proposals without the "base scenario" (without risk/revenue sharing) may be deemed non -responsive. If you propose a risk/revenue sharing scenario, you must use the assumed tonnage and material splits in Exhibit _ for calculating the net revenue share. It is important to note that the City does not guarantee any minimum tonnage or any specific material splits. These are estimates only for purposes of this RFP and comparing the value of any risk/revenue sharing proposals. Respondent Contact Information Organization name: Contact person: Title: Address: Phone: E-mail: Signature of Authorized Representative: (Printed Name) Date: Form E - 2 City of Arden Hills RFP for Recvclina Services Form E.1: Recyclables Collection from Residential Dwelling Units (RDUs) (City owns the carts) Proposed price for weekly Recyclables collection from RDUs. The City owns the Recycling Carts. Your proposed prices should include all Recyclables processing/marketing/education/reporting costs and associated charges. Recyclables Service from RDUs ($ per RDU per month) Three -Year Term Proposed Recycling Service Fee per RDU per month Contract Year 1 2 3 5/5/25 to 5/4/26 5/5/26 to 5/4/27 5/5/27 to 5/4/28 12 months 12 months 12 months WEEKLY Five -Year Term Proposed Recycling Service Fee per RDU per month Contract Year 1 2 3 4 5 5/5/25 to 5/4/26 5/5/26 to 5/4/27 5/5/27 to 5/4/28 5/5/28 to 5/4/29 5/5/29 to 5/4/30 12 months 12 months 12 months 12 months 12 months WEEKLY Form E - 3 City of Arden Hills RFP for Recvclina Services Form E.2: Recyclables Collection from Multi -Dwelling Units (MDUs) (City owns the carts, Contractor owns dumpsters) Proposed price for weekly opt -in Recycling service from MDUs. All Recycling carts will be owned by the City. Proposed prices should include all Recyclables processing/ marketing/educational/reporting costs and associated charges. Proposed prices shall include all delivery and maintenance tasks associated with Contractor owned dumpsters at identified MDU properties. Attachment B contains the list of current MDUs that have opted in to the program. Opt -in Recyclables Service from MDUs ($ per MDU per month) Three -Year Term Proposed Recycling Service Fee per MDU per month Contract Year 1 2 3 5/5/25 to 5/4/26 5/5/26 to 5/4/27 5/5/27 to 5/4/28 12 months 12 months 12 months CARTS* DUMPSTERS* * Current cart size is 65-gallons and current dumpster size is a 4-yard container. Five -Year Term Proposed Recycling Service Fee per MDU per month Contract Year 1 2 3 4 5 5/5/25 to 5/4/26 5/5/26 to 5/4/27 5/5/27 to 5/4/28 5/5/28 to 5/4/29 5/5/29 to 5/4/30 12 months 12 months 12 months 12 months 12 months CARTS* DUMPSTERS* * Current cart size is 65-gallons and current dumpster size is a 4-yard container. Form E - 4 City of Arden Hills RFP for Recvclina Services Form E.3: Collections at Annual Cleanup Event Respondents shall summarize their approach for providing collection services at the Spring or Fall Clean Up events in Form B (Questionnaire). Respondents are encouraged to describe how they propose to increase the amount of reuse and/or recycling of reusable/recyclable Bulky Items at these Spring Clean Up events (e.g., appliances, furniture, mattresses, etc.). Respondents shall describe their experience in providing Recycling collection services at such community events and what, if any, recycling Collection opportunities could be provided and if there would be an additional cost. Proposed unit prices for Clean Up services shall not be adjusted for changes in inflation or fuel prices. Please provide variable unit prices to support Clean Up events, or other City special events: Units: Proposed $ price per hour for labor: Units: Proposed $ price per hour for equipment/supplies: = $ . /equipment Units: Proposed $ price per ton for recycling of C& D materials: _ $ /ton Units: Proposed $ price per hour for recovery of Recyclables: _ $ /hour Footnotes to Form E.1.3: (a) The Contractor shall dispose all mixed municipal solid waste (MSW) at the Recycling & Energy (R&E) Center in Newport, MN pursuant to the Ramsey County Designation Ordinance. Therefore, the cost of the disposal of MSW should be a direct pass through at the net contracted rate (i.e., rate minus any discount or rebate) at the Ramsey County -designated trash disposal facility. (b) Respondents are encouraged to propose means to increase the reuse and/or recovery of reusable and recyclable materials collected at these Cleanup Day events (e.g., appliances, furniture, mattresses, etc.). Alternate proposals may include additional costs for additional handling of reusable and/or recyclable materials. Form E - 5 City of Arden Hills RFP for Recvclina Services Form EA: Curbside Bulky Waste Collections The City is seeking support with Bulky Waste Collection at the curb. Please provide variable unit prices to support curbside bulky waste collection. Please propose the scenario and the pricing to go along with your scenario. Please include how pricing would work (i.e., per item, per pick up, etc.), how pick ups would work, including if it is scheduled pick up, certain day pick up or another scenario. Listing more than one scenario is acceptable. Form E - 6 City of Arden Hills RFP for Recvclina Services Form F: Itemized Listing of Trucks and Other Collection Equipment Technical Description of Collection Equipment and Routes Instructions: This form shall be executed by the official authorized to bind the company. Information should be completed for each different model of equipment proposed (including any spares). This list should include equipment to service the specified residential units in the City. Make of Chassis & Body Model Year # Capacity/Cubic Yards Fuel Type Delivery Schedule, if not Currently Owned Signature of person duly authorized to sign submittal on behalf of the Proposer: Authorized Signature Printed Name Date Form F - 1 City of Arden Hills RFP for Recvclina Services Form G: Certification of Acceptance of the Draft Arden Hills Contract or Notification of Proposed Exceptions [Respondent's Company Name] has reviewed the draft City of Arden Hills Contract (Attachment A) in the RFP. ❑ We have no changes to request to the draft Contract and we have no exceptions to the proposed Contract language. We hereby certify that our legal counsel for our company has reviewed the draft Contract and accepts the language "as is". If awarded the Contract by the City, we hereby certify that we will execute the final Contract without any proposed changes. Or ❑ We have exceptions to the draft Contract language. We have proposed changes to request to the draft Contract. We have attached a redline ("tracked changes") version of the draft Contract that itemizes our changes or exceptions. We hereby certify that our legal counsel for our company has reviewed the draft Contract and accepts the language with the proposed changes. No other exceptions or changes are or will be proposed. If awarded the Contract, we hereby certify that we will execute the final Contract if our proposed changes are accepted by the City. Signature of person duly authorized to sign submittal on behalf of the respondent: Authorized Signature Date Form G - 1 City of Arden Hills RFP for Recvclina Services Form H: Acknowledgement of Receipt of Addenda Please acknowledge receipt of addenda to the City's RFP for Recycling Collection Services with your signature. An opportunity to acknowledge up to five (5) addenda is included in this form but does not necessarily mean that five (5) addenda will be provided. Addendum 1 Addendum 2 Addendum 3 Addendum 4 Addendum 5 Signature of person duly authorized to sign submittal on behalf of the Proposer: Authorized Signature Printed Name Date Email Address Telephone Form H - 1 CONSENT ITEM - 8C ZEEN HILLS MEMORANDUM DATE: August 26, 2024 TO: Honorable Mayor and City Councilmembers FROM: Jessica Jagoe, Interim City Administrator SUBJECT: Draft Ordinance Amendment 2024-008 — Chapter 2, Section 210, Subsection 210.02, Salaries (related to Mayor and Councilmember Salaries) Budgeted Amount: Actual Amount: Funding Source: S S S Council Should Consider Motions to approve, table, or deny the following: Ordinance 2024-008 Amending Chapter 2, Section 210, Subsection 210.02 Regarding Salaries for the Mayor and City Councilmembers. Background and Discussion At the July 22, 2024, work session, Staff provided comparison data for neighboring cities regarding Mayor and Councilmember salaries. The City Council discussed the data presented and whether or not it would want to adjust its salary. Per City Code, the salary of the Mayor and Councilmembers shall be reviewed every six years or earlier as determined by the City Council. Per State Statute, a Council can vote to increase its salary at any time, but the adjustment cannot take effect until subsequent to the next election. Council salaries were last amended via adoption of Ordinance 2017-012, with the adjustment taking effect following the 2018 General Election, and so on January 1, 2019. Currently, and if approved, a salary adjustment would be effective subsequent to the November 5, 2024 General Election, and so on January 1, 2025. Pagel of 2 Alter careful consideration, the Council drected staff to move forward essm an Ordinance men direct regarding Cowell salaries (see table below) which will reflect inat of neighboring city similar in size the City of Mounds View. Mayor $7,500 $8,250 Council $6,750 VA2 Attachments A Drat Ordinance 2024008(rediined) Page 2 of 2 Attachment A EN HILLS ORDINANCE NO. 2024-008 CITY OF ARDEN HILLS RAMSEY COUNTY, MINNESOTA [DRAFT) AN ORDINANCE AMENDING THE ARDEN HILLS CITY CODE REGARDING SALARIES FOR THE MAYOR AND CITY COUNCILMEMBERS THE CITY COUNCIL OF THE CITY OF ARDEN HILLS, MINNESOTA, ORDAINS: SECTION 1. Arden Hills City Code Chapter 2, Administration, Section 210, City Council, Subsection 210.02, Salaries, last amended in 2017, is hereby amended by adding the underlined language and deleting the tfi'� language as follows: Subd. 1. The salary of the Mayor shall be $8,250 $7,500 per annum and shall be paid in one (1) or more installments as determined by City Council Resolution. Subd. 2. The salary of each Councilmember shall be $7,452 $6,750 per annum and shall be paid in one (1) or more installments as determined by City Council Resolution. Subd. 3. The salary of the Mayor and Councilmembers shall be reviewed every six years or earlier as determined by the City Council. SECTION 2. This Ordinance becomes effective from and after its passage and publication but no change of salary shall occur until after January 1, 2025. PASSED and ADOPTED this 26th day of August, 2024, by the City Council of the City of Arden Hills, Minnesota. CITY OF ARDEN HILLS David Grant, Mayor ATTEST: Julie Hanson, City Clerk Published in the Pioneer Press on 12024 To view the final document, access adopted Ordinances viaArden Hills Puhlic Laserfche Wehlink by visiting cityofardenhills. org and clicking onArchived Documents under Helpful Links on our main wehpage Page 1 of 1 CONSENT ITEM - 8D ZEEN HILLS MEMORANDUM DATE: August 26, 2024 TO: Honorable Mayor and City Councilmembers FROM: Jessica Jagoe, Interim City Administrator SUBJECT: Acknowledgement of Twin Cities Gateway Grant Funds Budgeted Amount: Actual Amount: Funding Source: N/A $18,390 Twin Cities Gateway Council Should Consider Motions to approve, table, or deny the following: • Acknowledgement of Twin Cities Gateway Grant Funds being used to support community related activities. Discussion The City of Arden Hills is a member of the Twin Cities Gateway (TCG) Visitors Bureau. As a member, the City facilitates a pass-thru lodging tax on hotel receipts in the City. These lodging receipts fund marketing activities in the area administered by TCG. As part of the organization, the City also receives an annual grant based on receipts from TCG, which must be spent on marketing activities to draw in visitors from outside the city. This year, the City's grant amount is $18,390; the City Council previously discussed how to use the funds at a work session and directed Staff to work with Bethel University, Ribfest, Mounds View Schools (MVS), and the local Beyond the Yellow Ribbon (BTYR). Bethel University and Ribfest have submitted proposals for the funds and have been approved by TCG, MVS and BTYR were not able to utilize the funds this year due to the grant requirements. Following the work session direction, City Staff contacted both organizations and requested they work with TCG to develop a plan that would meet the grant guidelines. Both organizations worked with TCG and received approval that their plans fit the grant guidelines. A brief summary of each plan is below. • Bethel University: used for marketing activities related to homecoming and family weekend, will include both print and digital marketing products. • Ribfest used for marketing activities related to its September 16a` Ribfest event, will include print, digital, and radio marketing. Budget Impact Page 1 of 1 The grant from TCG is a pass-thru grant that will be split evenly between Bethel University and Ribfest and will not have an effect on the City's budget. Attachment N/A Page 2 of 1 PUBLIC HEARING - I OA 'It fi` IZEN HILLS MEMORANDUM DATE: August 26, 2024 TO: Honorable Mayor and City Councilmembers Jessica Jagoe, Interim City Administrator FROM: Elena Fransen, Senior Planner SUBJECT: Planning Case #24-015 — Public Hearing Required Applicant: Trident Development, LLC Property Location: 1700 West Highway 96 Request: Preliminary Plat and Rezoning Council Should Consider the following: Hold the required public hearing for Planning Case 24-015, an application from Trident Development, LLC ("The Applicant") for a Preliminary Plat and Rezoning to subdivide and purchase approximately 10.74 acres in the northwest corner of the Subject Property. The proposal includes a request to rezone the newly created lot from B-1 Limited Business District to R-4 Multiple Dwelling District in order to allow for the future development of an age -restricted (55+) active senior apartment community with a single three-story building. The City Council will be asked to make a formal decision regarding the application under Agenda Item 11A. Background 1. History of the Subject Property At their February 22, 2022 meeting, the City Council reviewed a concept plan from Trident Development for the development of the northwest corner of the North Heights Lutheran Church property at 1700 West Highway 96. Trident Development was proposing a 115-125 unit senior apartment development (apartments only, the proposed will not have an assisted living or memory care component). The Applicant indicated their intention would be to subdivide and purchase approximately 10.27 acres in the northwest corner of the Subject Property. In preparation for the February 22, 2022 meeting, the Developer had held a neighborhood meeting to garner resident feedback. At the meeting, residents voiced concerns regarding traffic, additional park demand, and noise concerns. Page 1 of 9 For a residential project to be feasible on the site, the Applicant needed to amend the Comprehensive Plan. In April 2022, Trident Development submitted an application for amendments to the Arden Hills 2040 Comprehensive Plan. The proposed amendments included amending Chapter 6, Land Use to change the future land use designation of approximately 10.74 acres in the northwest corner of the Subject Property from P/I, Public and Institutional to be guided as HDR, High Density Residential and to amend Section 6.4.10 to increase the maximum housing unit density as part of a Planned Unit Development. The City Council approved and adopted the requested Comprehensive Plan Amendments on July 11, 2022. Adjacent communities must be given up to 60 days to review and comment on a proposed amendment before it can be reviewed and approved by the Metropolitan Council. The Metropolitan Council has the final determination as to whether to allow a Comprehensive Plan Amendment (CPA) or not, though they provide great deference to the City as long as the proposed land use change does not have a negative impact on a regional system (i.e. transportation, sanitary sewer, and regional parks). The Metropolitan Council subsequently approved the requested CPA in 2022. Following the approval and adoption of the requested Comprehensive Plan Amendments, the Applicant is required to submit additional land use requests for the development approvals. At the February 21, 2023 City Council Work Session, the Applicant presented an updated concept plan for the City Council to review. The discussion considered the proposed density for the development, building height, and sidewalk connections to the surrounding neighborhood. In this land use application, the Applicant has included a request to subdivide the 10.74 acres guided as High Density Residential from the developed portion of the site (i.e. Church use, approximately 30 acres), which remains under the Public and Institutional land use designation, and to rezone the subdivided property to R-4, Multiple Dwelling District to be consistent with the Comprehensive Plan. The 10.74 acre parcel would be established as Lot 2, Block 1 Arden Heights Addition and the 30.36 acre parcel would be established as Lot 1, Block 1 Arden Heights Addition. The Applicant's provided narrative refers to the 10.74 acre parcel as Lot 1 yet this lot is referred to as Lot 2 on the submitted preliminary plat document. This report will reference the Lot designations as shown on the submitted preliminary plat document in Attachment D. Page 2 of 9 At this stage, the City Council is being asked to evaluate the proposed preliminary plat and the proposed rezoning of the newly created lot to align with the future land use designation for this property. A subsequent land use application will be submitted for the final plat as well as the proposed development plans for this property would be brought forward at a future meeting for review. The Comprehensive Plan is the planning tool that guides the future development of land irrespective of a specific project and the City is required to amend the Zoning Code to comply with the Comprehensive Plan. 2. Comprehensive Plan and Zoning Code Requirements Minnesota state law requires that all communities within the Minneapolis -St. Paul metropolitan area update their Comprehensive Plans every ten years. The purpose of the Comprehensive Plan is to establish the policies that guide the future physical and community development of Arden Hills. It is also a reference document for the Planning Commission and City Council when evaluating private development projects. Based on the future land uses, the City can plan for improvements, anticipate infrastructure needs, and create appropriate land use regulations. The City's Zoning Code identifies specific zoning districts through which the land uses and goals in the Comprehensive Plan can be implemented. The zoning cannot conflict with the future land use designation. When there is a conflict between the Comprehensive Plan and the Zoning Code, the City is required to amend the Zoning Code to comply with the Comprehensive Plan. Approvals The City Council is asked to determine if a Preliminary Plat and Rezoning request should be approved to split the Subject Property located at 1700 West Highway 96 into two separate parcels and to amend the zoning on the proposed newly created 10.74-acre northwest parcel. The evaluation of the proposal should be based on the requirements of Chapter 11 — Subdivisions and Chapter 13 — Zoning Code and the District Provisions in Section 1320. The Preliminary Plat is the first step toward the Final Plat, which is required for the development plans for this property. The Final Plat will be brought forward in a later land use application for review and evaluated according to the Subdivisions ordinance. Page 3 of 9 Proposed Preliminary Plat 6%COPY 3nms� �_.. „r u[ ('� .,'a; `.6 �,` •�' r 1, �j R¢. --- %'; EIS: :/2 � �r .t � �/ 1 • \''I a x uw e..... .� �. .,. i rqa 1 was / BLOCK ys cF TxE o � ' I EAST '/3 /'� ip �/ l ^�\ ,�a%/ ✓�,'�,. �\ N.a 71, AS}:1/. i Plan Evaluation Chapter 11, Subdivisions— Preliminary Plat Section 1130, Minimum Subdivision Design Standards Section 1130.01 - Conformity with City Plan —Meets Requirements Section 1130.01 states that the proposed subdivision shall conform with the City plan. The future land use guiding for the 10.74 acre northwest portion of the Subject Property is High Density Residential Use. The 10.74 acre parcel proposed as Lot 2, Block 1 Arden Heights Addition would be subject to this guiding. The proposed would conform with the language of the City's Comprehensive Plan. Further, the proposed subdivision of the Subject Property would make it possible for the 10.74 acre parcel guided for High Density Residential Use to be rezoned separately from the 30.36 acre parcel, which would still be guided for Public and Institutional use and will maintain a church land use. Page 4 of 9 Section 1130.03 and 1130.02 -Street Plan and Streets —Meets Requirements Per Section 1130.02, the arrangement, character, extent, width, grade and location of all streets shall conform to the City plan and shall be considered in their relation to existing and planned streets, to reasonable circulation of traffic, to topographical conditions, to runoff of storm water, to public convenience and safety, and in their appropriate relation to the proposed uses of the land to be served by the streets. Additionally, the arrangement of streets in new subdivisions shall make provision for the appropriate continuation of the existing streets in adjoining areas. Where adjoining areas are not subdivided, the arrangement of streets in new subdivisions shall make provision for the proper projection of the streets. No new streets would be constructed for the Preliminary Plat. Both lots would have frontage and access on Highway 96 by way of the existing driveway access utilized by the church site. Site access to the 10.74 parcel would be provided by the existing access drive from County Highway 96 by way of a permanent easement agreement with the church. At the August 7, 2024 Planning Commission meeting, the Applicant noted that a permanent access and maintenance easement agreement will be documented as part of the final plat. A secondary access drive serving the church property is located at the southeast property line of the Subject Property along Snelling Avenue North. The Applicant has stated an intent to modify this access point to restrict right turn movement from the site to Snelling Avenue. The Applicant states that this modification is intended to complement existing signage at the intersection and discourage use of this drive by occupants of the new lot. The Applicant has provided a Traffic Review Memo from Transportation Collaborative & Consultants, LLC, dated June 28, 2024 which is attached as Attachment E. Section 1130.05 - Easements —Evaluated on the Final Plat Easements at least twelve (12) feet wide; contiguous to all planned boundary lines, street right-of- way lines and centered on rear and other lot lines, shall be provided for utility and drainage purposes and shall be dedicated to the public on the final plat. The Applicant has been working with the Public Works Director/City Engineer on the dedication of easements and will apply for a request to vacate areas of existing drainage and utility easements within the areas of proposed Lot 2 as part of the Final Plat review. Drainage and utility easements shown on the preliminary plat will be dedicated as required by the subdivision ordinance and recorded as part of the final plat. As part of the preliminary plat review, the Applicant has adjusted the width of the proposed drainage and utility easement in the northwest corner of site according to staff comments. Final comments from the Public Works Director/City Engineer on this code section will be provided as part of the final plat and vacation of easement application review. The Applicant has also been directed to work with the Rice Creek Watershed District to attain their review of easements proposed in the preliminary plat, which would be recorded as part of the final plat, and existing drainage and utility easements which the Applicant would request to vacate as part of the final plat. Section 1130.07—Lots —Meets Requirements For location, all lots shall abut by their full frontage on a publicly dedicated street or a street that has received legal status as such or will receive such status upon approval of the subject plat. For size, the lot dimensions in subdivisions shall not be less than the minimum dimensions required to secure the minimum lot area specified in the zoning ordinance of the City. Page 5 of 9 The two lots have frontage on a public street, Highway 96. The two lots exceed the minimum lot dimensions as required by the Zoning Code for the current zoning. The tables below show an evaluation of the proposed lot dimensions based on the current zoning designation. The evaluation of Lot 2, Block 1 also shows how the parcel meets the requirements of the R-4 Zoning District as this is the Applicant's proposed zoning district for the rezoning request of this application. Evaluation of lot dimensions for Lot 1, Block I (Church site) 30.36 acre parcel (Proposed Lot 1, Block 1 R-1 Requirement (Existing Use) Proposed for 30.36 acre parcel Minimum LotArea Non- 14,000 square feet 1,322,416 square feet Residential Uses Minimum Lot Size Minimum Lot Width NA for non-residential NA for non-residential uses uses Minimum Lot Depth NA for non-residential NA for non-residential uses uses Evaluation of lot dimensions for Lot 2. Block 1 (Future senior apartment building site) 10.74 acre parcel (Proposed Lot 2, Block 1 B-1 Requirement (Existing Use) R-4 Requirement (Proposed Use) Proposed for 10.74 acre parcel Minimum LotArea (SF per 13,000 square 3,630 square feet 468,025 square feet, for Dwelling Unit) feet per Dwelling 122 units, 3,836.27 Unit square feet per Dwelling Unit Minimum Lot Size Minimum Lot Width 100 feet 85 feet >166.1 feet Minimum Lot Depth 130 feet 120 feet >220.8 feet Section 1130.08 - Public Use Dedications —Evaluated on the Final Plat The City's Subdivision Code establishes requirements for Public Use Dedications and Park, trails, and open space land dedication and development. Owners or developers, as a prerequisite to approval of a subdivision to convey to the City or dedicate to the public use a reasonable portion of any such proposal for public use as streets, roads, sewers, electric, gas, and water facilities, storm water drainage and holding areas or ponds and similar utilities and improvements, parks, recreational facilities, playgrounds, trails, wetlands, or open space, in such portions to be approved and acceptable to the City. Public Use Dedications and Park, trails, and open space land dedication and development will be reviewed with the Final Plat land use application for the newly created lot. Section 1140, Required Improvements —Evaluated on the Final Plat Section 1140 of the Subdivision Code establishes improvements that are required as part of a new subdivision. These improvements include survey monuments, sewers and water, utilities, sidewalks, curb and gutter, and stormwater management. The Final Plat review will verify compliance with these provisions and/or conditions will be established as part of a final plat approval. Page 6 of 9 In reference to stormwater management, the Applicant has submitted their stormwater management plan for staff review. The Applicant stated in their narrative that the proposed stormwater management plan meets or exceeds the rules and requirements of the Rice Creek Watershed District, noting that underground storage chambers would be utilized in addition to the sedimentation pond for controlling the rate of discharge and filtering out sediment. Catch basins would collect surface drainage and direct it toward the sedimentation pond or to the underground storage chambers. Treated stormwater would be discharged into a nearby wetland basin. The Applicant's stormwater management plan is subject to Rice Creek Watershed District review prior to the Final Plat. Staff has shared the Applicant's plans with RCWD and the Applicant has been directed to work with RCWD regarding drainage and utilities prior to the final plat review. Chapter 13, Zoning Code - Rezoning Section 1320, District Provisions The Applicant is requesting to rezone the 10.74 acre Lot 2, Block 1 Arden Heights Addition parcel shown on the preliminary plat from B-1 Limited Business District to R-4 Multiple Dwelling District to be consistent with the site's guiding as High Density Residential in the 2040 Arden Hills Comprehensive Plan. The rezoning would also provide for the Applicant's intended use for the parcel for an age -restricted (55+) active senior apartment community with a single three-story building. The Zoning Code in Section 1320.04, Subd. 4 includes the following purposes of the R-4 Multiple Dwelling District - 1. To establish areas for the development of multiple dwelling structures with a maximum density of twelve (12) units per net acre; 2. To permit the most intensive residential development allowed in the City; and 3. To maintain an essentially residential character in areas developed at a more intensive density. Parcels zoned forthe R-4 Zoning District are subject to the zoning requirements as noted in Section 1320.05 Land Use Chart and Section 1320.06 District Requirements Chart. The 10.74 acre parcel meets the requirements for lot dimensions in the R-4 Zoning District in Section 1320.06. Future improvements to the parcel would be subject to the district requirements for the R-4 Zoning District and shall be evaluated when a land use application for development is initiated. The Applicant states that the intended use for the 10.74 acre parcel is a single, 3-story building with approximately 122 units for an age -restricted (55+) active senior apartment community. In the Section 1320. 05 of the Zoning Code, a multiple family dwelling is a use that is permitted in the R-4 Zoning District through a conditional use permit. Future land use applications that include a multi -family dwelling use would be evaluated according to the R-4 density and development requirements as well as the conditional use permit criteria. The City Council's review of this rezoning request may also consider the following: 1. Conformity with Comprehensive Plan 2. Substantive changes that have occurred making the zoning change necessary Page 7 of 9 3. Demonstration showing that the change is superior to the current Zoning and/or Comprehensive Plan 4. Development conditions or priorities that make the existing Zoning and/or Comprehensive Plan impractical The 10.74 acre parcel proposed for rezoning is guided in the 2040 Comprehensive Plan for High Density Residential use which provides for densities of nine (9) to twelve (12) units per acre. The parcel's current zoning designation of B-1 Limited Business District does not permit multiple family dwelling uses and the district does not establish a maximum dwelling unit density per net acre. At present, the guiding future land use classification and the current zoning designation for the parcel are in conflict. When there is a conflict between the Comprehensive Plan and the Zoning Code, the City is required to amend the Zoning Code to comply with the Comprehensive Plan. The proposed rezoning would effectively amend the Zoning Code to address the conflict by allowing for the density of up to twelve (12) units per acre to be developed in alignment with the densities provided for in the High Density Residential use guiding. The proposed rezoning would conform with the Comprehensive Plan. The Applicant intends to comply with the performance standards of the R-4 Zoning District and would bring forward an application through the Planned Unit Development land use process upon review of the rezoning request. The Applicant notes that there may be a request for the City to consider flexibilities in afuture land use application. The change to the current zoning would make it possible for the Applicant's intended use to be developed and bring the parcel's guiding and zoning into alignment. As part of the preliminary plat and rezoning application, and in anticipation of the intended future use, the Applicant has provided a Traffic Review Memo (Attachment E) which references the future intended use of the newly created parcel. The memo notes that the overall impact of the intended use on area roadway capacity is expected to be minimal and that no significant issues are expected as a result of the proposed development from a traffic capacity perspective. Additional Review Public Works Director/City Engineer The Public Works Director/City Engineer has reviewed the preliminary plat plans and directed the Applicant on modifications that have been completed. A comment included that the Applicant shall work with the Rice Creek Watershed District to discuss any modifications or additions to drainage easements. This comment has been added as a condition of approval. A full Engineering report will be completed for the final plat review. Ramsey County Ramsey County has reviewed the plans. Comments included references to the traffic study including TMCs, coordination with Rice Creek Commons spine road construction, and permitting requirements for changes to access point, trail connection or utility connections. Comments have been shared with the Applicant. Fire Department Page 8 of 9 The Fire Marshal has reviewed the plans. Comments included fire protection locations and a turn radius study radius study completed based on emergency vehicle specifications. It was noted that these would be reviewed with final building plans. Rice Creek Watershed District The Rice Creek Watershed District has provided an initial review of the plans. Initial comments have been shared with the Applicant and note that a RCWD permit for stormwater management and erosion/sediment control will be required. Planning Commission Review The Planning Commission reviewed this application at the August 7, 2024 meeting. The Commission voted 6-1 to recommend approval with the two staff -drafted conditions of Planning Case 24-015. Public Comments Notice was published in the Pioneer Press on August 14, 2024. Notice was prepared by the City and mailed to property owners within 1,000 feet of the subject property. The City received four written comments before the Planning Commission meeting, and one after. Concerns included traffic generation, noise, drainage, and the number of senior facilities within the City. Attachments A. Land Use Application B. Location Map C. Narrative D. Preliminary Plat and Civil Plans E. Traffic Memo F. PC Staff Report G. Draft PC Minutes H. Presentation Page 9 of 9 Attachment A --ARDEENT 1245 West Highway 96 Arden H11 Planning Case No- 24- Submittal Date Application Completed Date Accepted by Receipt Number Council Decision Council Decision Date 2024 LAND USE APPLICATION ARglicant Information App)icant: 7jq_100 bpfezap Address: r.Z Other: 7 Fax No.: Email Address: r,& Progerty Information pert Owner:r Y_ Owner Address: ��_e_nu,&�_Au-w kaYY&'ARb _w_ lwnerTeOePhoOther- - Address of Involved: —_M S 01) No.: Zone: Acrea 11pe of Request L3 Comprehensive Plan Amendment (Fee: $550 + Escrow: $2,500) CanditionaUste or Interim Use Permit(CUP or !UP Amendment (Fee: $400 +Escraw: $1,500) Preliminary Plat (Fee: $500 + Escrow: $2,500) ❑ Final Plat (Fee: $450 + Escrow: $1,000) ❑ Concept Plan Review (Fee: $300 + Escrow: $750) L3 Master Planned Unit Development or Master Special Development Plan (Fee: $600 + Escrow: $2,500) Final Planned Unit Development or Final Special Development Plan (Fee: $350 + Escrow: $2,000) Ll Planned Unit Development Amendment or Special Develo went Plan Amendment (Fee: $400 + Escrow: $1,50of L3 Site Plan Review (Fee: $450 + Escrow: $1,500) IN Rezoning or TCAAP Regulating Plan Amendment (Fee: $500 + Escrow: $ 500) Q Zoning Code or TCAAP Redevelopment Code ' 'ment (Fee: $400 + Escrow, $1,500) Ll City Code Amendment (Fee: $350 + Escrow: $1,500) ❑ Lot Split/Minor Subdivision (R-1 and R-2 Districts Only) (Fee: $350 + Escrow: $1,500) Ll Variance or Permitted Adjustment (Fee: $350 + Escrow: $1,000) Vacation of Easement or Right-of-Wvy (Fee: $150 + Escrow: $1,000) LJ Appeal of Administrative Decision (Fee: $150 + Escrow: $1,000) Land Use Requests — Not Already Specified (Fee: $150 + Escrow: $1,000 Page I of 3 Brief _Description of *IMPORTANT* • Certain applications are subject to review and approval by the Rice Creek Watershed Certain ' "'J Contact on tact District. Contact RCWD directly at 763-398-3070 for additional information. e The land use application fees do not cover building, sign, or other permit fees that I d u may be required upon approval of a land use application. 0 11 applications t will All applications will be subject to additional fees for reimbursement of consultant costs associated 10 . ' with filing, associated with filing, reviewing, and processing of application in the form of an escrow to t a C . tty. escrow to the City. Mimi & Information Reguirements The City requests that you make a pre -application meeting with the Community Development Director to discuss the application process, requirements, and deadlines. Unless waived by the Community Development Director or Planning Commission, a certified survey of the property is required for all applications. A checklist with additional application requirements can be found at MiOL'ci V _o�fard"hill-5-oupri _ro/landuseacations- Completelincomplete Applications Under Minnesota Statute, Chapter 15.99, cities have 15 business days to review all plans and application materials to ensure they satisfy City requirements. During the 15 day review period, planning staff will provide written comments on the application and may request plan revisions. If the application is determined to be cnrnn1PtP_ Minn sota State Statute the, requires— #k -1 0 City 4. approve Or deny the application within 60 days, up to 120 days. If not complete-, the City may .-quire pion -a .- uire -an revisions and/or additional inforrriation before the application is scheduled for Planning Commission review and/or City Council action. Project will not be scheduled for any meeting until the application submittal is found to be complete by the Community Development Director. Payment of Fees and Escrows The undersigned acknowledges that she/he understands that before a land use application can be deemed complete, all required fee-. and escrows must be paid to the City. The applicant is responsible for all costs V U L lu h CRY I incurred by the City related +-- the processing of this application. Each separate land use request shall be charged a separate administrative fee and escrow even if submitted on the same application. Costs expended in reviewing and processing an application will be charged against the cash escrow and credited to the City. Charges to the escrow may include planning and engineering staff time, City Attorney and consulting fees, and mailing costs. If, at any time, a required cash escrow is depleted to less than 20 percent of its original amount, the applicant shall deposit additional funds in the cash escrow account as determined by the City. The City may withhold final action on a land use application, withhold building permits, and/or rescind prior action until all fees have been paid. Unused portions of an escrow are returned to the applicant upon successful implementation of an approved plan. The escrow may be reduced or increased by the Community Development Director on a project by project basis. - _c . Notice of Meeting Attendance In order for the Planning Commission and the City Council to consider any application, the applicant or a designated representative must be present at the scheduled meeting. If not, the matter may be tabled until the next available agenda. Page 2 of 3 Meetina Schedule Planning Commission meetings are typically held on the first Wednesday after the first Monday of each month at 6:30 PM, though Tease contact City Tali to verify the meeting date and time. City Council meetings are held typically the lust Monday of the same month at',:00 PM. Meetings are held in the Council Chambers at the City of Arden Hills, 1245 West Highway 96, Arden Hills, Minnesota 55112, unless otherwise stated. The schedules below are for reference purposes only. Project will not be scheduled for any meeting until the application submittal is found to be complete by the Community Development Director. 2024 Planning Commission and City Council Schedule (*subject to change) TENTATIVE PLANNING COMMISSION MEETING [SATE* (Generally held on the first Wednesday after the first Monday at 6:30 .m. TENTATIVE Cii ` COUNCIL i MEETING DATE* (Generally held on the fourth Monday at 7:00 p.m.) DEADLINE FOR i LAND USE � APPLICATION 3y SUBMISSION (1' day of the preceding month) Janua 3 Februa 12 December 1 "2023 _ Februa 7 March January 2 March (11.... O11 e mm.. A 'r i1 t7_.�._. � .... � _ Februc!, l 6 A 3_ April 22 March 1 i May 8 Ma 27* Aril 1 June 5 June 24 Mav 1 July 10 (rescheduled date) July 22 - June 3 August 7 August 26 July 1 September 4 1 September 23 August 1 it October 9 October 28 September 2 November 6 - November 2j5 October 1 I DpsXembar 4 ,lonue j 13 (2u2a f �A November 1 Acknowledgement and Signature I hereby apply for the above consideration and declare that the information and materials submitted with this application are complete and accurate per city code and ordinance requirements. I fully understand that I am responsible for all costs incurred by the City related to the processing of this application. Al o tz -r/i a,-rx, y "°/2-7/.2OaY Date d (if different than the property owner) Date Please contact the Community Development Director at 651-792-7800 if you have any questions regarding this application. Additional copies of this application form are available on the Ci is ,vehs,rp; , , i -,;, o fardenhilts u-harsdu�aa w cationq Page 3 of 3 Attachment C TRIDNENT 1200 251" Avenue South • St. Cloud, MN 56301 Phone:320.258.4438 9 320.252.3603 REVISED July 23, 2024 Ms. Jessica Jagoe, Community Development Director Members of the Arden Hills City Council & Planning Commission City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 VIA EMAIL: 1.1agoe0cityofardenhills.org and efransen cit ofardenhills.or RE: NORTH HEIGHTS LUTHERAN CHURCH PROPERTY PRELIMINARY PLAT AND RE -ZONING Ms. Jagoe and Members of the City Council/ Planning Commission: Trident Development, LLC is pleased to present this request for Preliminary Plat and Re -Zoning for property located near the intersection of County Highway 96 and U.S Highway 10 in Arden Hills. The Site is currently located within the North Heights Lutheran Church property boundaries located at 1700 County Highway 96 which encompasses approx. 57 acres. As part of the Preliminary Plat application, Trident is providing the following written narrative: REQUEST This application requests: 1) a subdivision of the church property to create a separate,10.75 +/- acre building lot, 2) a request to re -zone the proposed lot from B-1 to R-4 Multiple Dwelling and The subject site is currently guided as High Density Residential. A comprehensive guide plan amendment was approved for this site by the City in July 2022. This new plat will reorganize the entire North Heights Church property from a collection of contiguous, unplatted parcels to two (2) platted lots: Lot 1, Block 1 Arden Heights Addn. — a 10.75 acre parcel for high density residential use and Lot 2, Block 1 Arden Heights Addn. — a 46+/- acre lot for the existing church use. The 10.75-acre Lot 1 would be zoned R-4 Multiple Dwelling District, the 46+/- acre Lot 2 would remain zoned as R-1 Residential. EXISTING CONDITIONS The proposed 10.75-acre lot is currently heavily vegetated with mature trees and also contains two (2) wetland basins. A portion of the church's surface parking lot is also situated within the boundaries of the proposed lot. (At a future date, new surface parking plan will be submitted for approval with a building site plan application.) County Highway 96 runs along the northern boundary of the proposed site, U. S. Highway 10 exists along the southwestern boundary of the property, running NW/SE. The North Heights Lutheran Church building and parking are located east / southeast of the proposed lot. Page 1 of 4 Existing MNDOT right-of-way and power line easements are being addressed and modified to accommodate this development. PRELIMINARY PLAT This application proposes to reorganize the entire 57+/- acre North Heights Church property from a collection of contiguous, unplatted parcels into two (2) platted lots: Lot 1, Block 1 Arden Heights Addn. — a 10.75 acre parcel for high density residential use and Lot 2, Block 1 Arden Heights Addn. — a 46+/- acre lot for the existing church use. A drawing of the proposed, 2-lot plat is enclosed with this application. REZONING This application requests approval to amend the zoning district for the proposed 10.75 acre lot only. The lot is currently guided as High Density Residential in the Arden Hills comprehensive guide plan, however, the B-1 Limited Business district is still in effect. The re -zoning to R-4 Multiple Dwelling District would be consistent with the current comprehensive guide plan. No zoning change is proposed for the remaining church property. A detailed site plan and PUD application, specifically for the new Lot 1, will be brought forward at a future date for the City's consideration. CODE ANALYSIS: Pursuant to the R-4 Multiple Dwelling Zoning District, improvements constructed are required to meet the following performance standards: Maximum Density: 12 units per acre. Minimum off-street parking: 1 space for each 1 BR or efficiency unit + 2 spaces for each 2 BR or 3 BR unit with at least 1 covered space per dwelling unit. Minimum Lot Area: 3,630 SF per dwelling unit Maximum Lot Coverage: 25% of lot area Minimum Landscaped Area: 65% of lot area Minimum set -backs: 40' Front Yard, 30' Rear Yard, 15' Side Yard Maximum Floor Area Ratio (FAR) 3.0 Maximum Building Height: 35 feet The current concept plan for Lot 1 intends to comply with the above performance standards unless some flexibility is required. If so, the City would consider this flexibility at a future date, through the PUD application process. INTENDED USES: The proposed plat consists of only two (2) lots. Proposed Lot 2, Block 1 will remain zoned as R-1 and will continue to be used by North Heights Lutheran Church as a place of worship and related church uses. Proposed Lot 1, Block 1 is intended to be used as an age -restricted (55+) active senior apartment community. Current concept includes a single, 3-story building with underground parking containing approximately 122 dwelling units. Subject to the approval of re -zoning to R-4 Multiple Dwelling, a detailed site plan application will be brought forward for consideration by the Planning Commission. The site plan will address off-street parking, vehicular and pedestrian traffic circulation, access for fire apparatus and building height among other details. EASEMENTS The entire land area (57+/- acres) is encumbered by numerous easements. There are four (4) drainage easements which run in favor of the City. Three (3) of these easements were intended to depict boundaries of existing wetland basins, however a recent wetland delineation boundary report reflects many inconsistencies with the boundaries of these three (3) easements. The fourth easement falls within the boundaries of Royal Hills Park. The City and the applicant have reached an agreement on how best to deal with the existing easements. The current plan is to postpone action of the easements until the Final Plat application is submitted. Page 2 of 4 STORMWATER MANAGEMENT The stormwater management plan proposed in this preliminary plat meets or exceeds the rules and requirements of the Rice Creek Watershed District. Underground storage chambers are utilized in addition to a sedimentation pond for controlling the rate of discharge and filtering out sediment. Surface drainage is collected by catch basins and directed to the sedimentation pond or to the underground storage chambers. Treated stormwater is discharged into a nearby wetland basin. WETLANDS A comprehensive wetland delineation report was prepared for Trident Development in May of 2021 by Kjolhaug Environmental Services Company, Inc. According to the report, there are eleven (11) wetland basins identified with the entire church property. Of the eleven wetlands, only two (2) exist within the boundaries of the proposed building lot. The grading plans have been designed to avoid any impact to the existing wetland areas. All existing wetlands will be protected and preserved. A copy of the wetland delineation report is available upon request. UTILITY PLAN Sanitary sewer and municipal water are accessible to the new building lot without the need for a trunk line extension or up -sizing. Sanitary sewer is designed to connect via 6" PVC to an existing manhole located in the County Highway 96 right-of-way. Municipal water connects to an existing 8' PVC waterline located near the Hwy 96 entrance, which will provide domestic and fire suppression water. Adequate natural gas and electricity utilities are located at the northern property line. No changes to the utility services for the existing church property are proposed with this application. GRADING PLAN A site grading plan is included in this preliminary plat application. The grading plan is designed to intentionally avoid impacts to existing wetland boundaries. The grading plan proposes a stormwater treatment pond to be created at the southerly end of the lot. The stormwater pond is intended to collect and treat water draining from the surface parking lot. TREE REPLACEMENT PLAN Kjolhaug Environmental Services has been contracted to conduct a tree inventory survey to determine if the requirements of a tree replacement plan are necessary. Based on the results of the survey, a tree replacement plan has been designed to comply with Aden Hills City Code. GEOTECHNICAL EVALUATION In March 2021, Haugo GeoTechnical Services prepared a geotechnical report as to their soils evaluation, on behalf of Trident Development. They advanced nine (9) soil borings at nominal depths of twenty (20) feet. Haugo found that the existing soils are suitable for building purposes. They also encountered ground water in one boring at a depth of fourteen (14) feet. A copy of the complete geotechnical report is enclosed with this application. VEHICULAR ACCESS Site access for vehicles will be provided by the existing access drive from County Highway 96 by way of a permanent easement agreement with the church. The access drive lane is over 54 feet wide with a center median to improve traffic flow. To enhance traffic safety, a right turn lane exists on CR 96 at the entrance drive, along with a dedicated left turn lane for westbound traffic on CR 96. A secondary access drive, serving the church property does exist which intersects with Snelling Ave N. This preliminary plat proposes to modify the access point of this secondary drive to restrict right turn movement out on to Snelling. This modification is intended to complement the existing signage at the intersection, discouraging use of this secondary drive by occupants of the new lot. Page 3 of 4 SCHEDULE/PHASING The proposed development is anticipated to have the following time -line: Preliminary plat approval by Planning Commission by September 30, 2024 Preliminary plat approval by City Council by October 30, 2024 Site Plan, PUD and Final Plat application to Planning Commission November 30, 2024 Site Plan, PUD and Final Plat approval by City Council by January 30, 2025 Development Agreement with City finalized by February 28, 2025 Permits and financing arranged by May 31, 2025 Site construction commencing on or about June 1, 2025 Construction of improvements in one, single phase completed by September 30, 2026 Included with this revised application narrative, please find: • Copy of title insurance commitment dated May 3, 2024 indicating North Heights Lutheran Church as owner. • Copy of traffic impact analysis (draft) by Transportation Collaborative & Consultants, LLC ("TC2") dated June 28, 2024. If you have any questions, please do not hesitate to contact me at (612) 242-6097 or ro�erf@tridentdevelopmentmn.com. espec oger ink Sr Vice President Trident Development, LLC Enclosures Page 4 of 4 Attachment D NORTH HEIGHTS APARTMENTS In LJ I I 1003 ----------- 946.56 CIM I I I I I I TB El *� / I Vl ✓ : //` VIM i i MAP '50�� i BEN FRANKLN ST nfish>Lake P rT in!mz=e�nnv an i I I © - RD96 Ru,h1 SITE 12 ro QE�J� h ; ti Lak i firth Lul Ij n_ pia (7 o Round Luke— A.R; HPLLS J CEAU ` �o _ o — z� 0 w 1 � Ifu Bethel � SHEET C1. INDEX COVER C2. EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 EXISTING CONDITIONS C2.3 EXISTING CONDITIONS C3. PRELIMINARY PLAT C4. REMOVALS PLAN C5. SITE PLAN C5.1 SITE PLAN C5.2 SITE PLAN C6. UTILITY PLAN C7. GRADING, DRAINAGE, & EROSION CONTROL PLAN C7.1 GRADING, DRAINAGE, & EROSION CONTROL PLAN C7.2 GRADING, DRAINAGE, & EROSION CONTROL PLAN C8. DETAILS C8.1 DETAILS N C8.2 DETAILS C8.3 DETAILS C8.4 DETAILS C8.5 DETAILS 0 50 100 200 (IN FEET) 1. Minnesota Department of Transportation Geodetic GSID Station No. 101265 (MnDot Name 6205 C) — Elevation 909.15 ft. (NAVD88) 2. Ramsey County Benmark No. 9059 — Elevation 962.42 ft. (NAVD88) CALL BEFORE YOU DIG Know what's below. Call before you dig. A Z_ V, W d Z F. LLI V 1 N 1 N ; = i 111 t9111> Z n Z f 1 i W U) W Q i J , m Z 0I CI 1 0Z W H 7 — t9 1 al I Z W oc V Ix ' o, W U/1 � V� C z; al Q W a; 0 I M I 0 M 1~ 0 nJ a-+ a� C 2 1� V � W =a Isse ce 0 Z V J .J H Z U) LU 0 Z Z) az Ln w Z .ja� W = p H W N O U o Isse N Z cn W 0 Cd H REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 I hereby certify that this plan, specification I 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 Name: Damn 1. Wilke, P.E. -d Signature: J7N g Date: 07/01/24 License #: 53182 C1 of 8 \ '--KEITHSON DRIVE C)�\/ n l a \/ n l -- i r \ L/ I L1 L W I \ L/ I /�1 L iviv vLvinv��u z7 t` d/ Z,W IVIUUL_\JI V\7 I III I r--iC:^T a� F-I[)^T F F �IL_L_� ¢'q ��IL_L_� I I :a I I I `C'l Southeast14of P4 ` h \J I cT P, I II \ — I I, I� F- East line of the r n rxni-rl�n1 U �C / /\ 60 \ \7 L_ \ J \7 L_ I �I I o TI I i lllvly A TI p; Q _Section 21, �N E / I \ 1 �� 60 �V \ I I� l _j 60 L 1 V v— ' - RanTownship e 12330 L �--- g S00040'37"E 1373.12 SNELLING AVENUE N. n—l003.60 1 -- ------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — 86200 — — — — — — — — — • °56 — 1/2 inch rebar marked f' ° a - 5a er with RLS 44565 I— — \ 1 1/2 inch pipe .-. Southeast Corner of the Northeast 1/4-� I O, :< d line P12 / Northeast Corner of Section r A ^ T 4 / , marked with rn of Section 21, Township 30, Range 23 om \ des°flNo. ,t3g2 7 East line of the Northeast 1/4 of — o a 21, Township 30, Range 23 L rt v 1 1 / L RLS 20281 y Cast Iron Monument) a `-Co Section 21, Township 30, Range 23 g m (`1 n r� T �T � I m � (Cast Iron Monument) 0� E X C E r 1 1 O 1V 52°%61 a"Bb---, 1/2 inch rebar Ir------/-- --- -396 -- - — M%M o0 OWNER: Ggi G�i G'.4e t II �/ 04 N ° City Of Arden Hills NCO& 113 I 51 oc n PID a213023140014as N t/ �yoy �nePet 1� wm �, o o � cr eR 66 C R\9r�oy � ��y 9 0 o Gur 230, V ss J' ostetk �;\9hh i11 o SP\r pS9\e N5 50'� Es `\' m s V 1 1 r7 L 1pev-ea �^ 1e1S2° otthe yfUn�g6f2 �R��°Q, p!� SP�to N1g°3R 9a �85� a o N to �g. St0 ld°o2 .4 �� d,� & i 2LLIoc �1 G 2/� cribed �1362�12 Des 0 s z w PARCEL 2 �� �s J �osJ -- 3 t0 (O c InTi S J / ao M a I wa s�N a)c0 (SEE SHEETS C2.1 & C.3 FOR DETAI ) - �M w z~ r- A T / 7 / ' IA 00 -E _ 5 of e65 o -E of �� �1 / o' N =� ° dl 5 h / N h5 9 of o, z cn cn w \ Ft� o`` 0 /'\ i T 1 1 r�ncn��tr' )one ofoo y, 6N� DRo2gp 9�� _ o a o: V oy 10 OWNER: o{ % Saints Volodym)r And Olga --- / rt tAo II I I PID:213023110007 // / t\y i\9 u✓°y / le'Ste 11ti k l --� ------ 396---------------- �o(t Stow West It,, of the East 1/2 of the , a 1/2 of the Northeast 1/4 of r--East Section 21, Township 30, Range 23 �- — I �+ A I n ) T 1 1 r— A ^ T �1 / A I I I a S00035'10"E 1 r1 L= n .% 1 1 / `t N /z inch //— / �- ° Jay A Portz I 396.00 pinchtop —� v / / West line of the East 1 2 of the 585.21 PID:213023410008 ° �7 / / / i N00°35'10"W --I'51.0 \ ` // / East 1/2 of the Northeast 1/4 of-' I� 1133 I r'- T 4 / /� `'� Section 21, Township 30, Range 23 /� n F) I %1 IAf / / / - L %1fp'a/ I OWNER: n Ile / c, cyNb O �o Paul AndersonP10:213023140008 Dlmmlck % I J L V / V 1 r7 C_ %� / / / \\°oG 10 L FP /v 1ae��41"�� / tefCi o� �� oVe �1 / ; OWNER: --' II I / / / 5 \So y \ I EWOT MILLS do MACKENZIE HEDGE tre 0 0 PID:213023140012 \ I / / of � ce oc. OWNER: --' I PARCEL 1 - �f et \, 0 ° / I Bradley T do Cynthia J Blair W I /\ ,N I (SEE SHEETS C2,1 C2.2 , & C2.3 FOR DETAILS) / / / / / / A�� c 6� p / \ n \J / PID: 213023140011 Michael H OWNER: n 0 Lange - rn L I I / PID: 213023140013 / / �� / A n V /A r- T 1 1 r / / rnto I v 1 1 r7 1_ V oD I / / I PRAaER7Y&ESW 776W..' (Per Schedule A of Title Commitment File No. 1545245, Revision No. 1, with a A A h 1 ^ �) T 1 1 r— /A T '1 / O a \ \ / commitment date of June 26, 2023 at 8:00 A.M., prepared by First American Title Insurance Company) / 9 �Q, j That part of the West half of the East half of the Northeast Quarter of Section 21, Township 30 North, Range / / \ 23 West, which Iles Northeasterly of the center line of State Highway number 62, also known as United States V Highway Number 10, Ramsey County, Minnesota. (Torrens Property - Certificate of Title No. 318929) I a` / / �� / \ \ \ Patel 2• 0 The East half of the East half of the Northeast Quarter, Section 21, Township 30 North, Range 23 West, / except the North 396 feet thereof, according to the U.S. Government Survey thereof and situate in Ramsey / \ County, Minnesota, except that part described as follows: ' West line of the East 1/2 of the / / �\ \ \' Northeast 1/4 of Section 21, / J` \ 7 Beginning at the Southeast corner of said Northeast Quarter; thence North (assumed bearing) along the East cso / line of said Northeast Quarter a distance of 862 feet; thence North 89 degrees 46 minutes 40 seconds West Township 30, Range 23 N s / \ a distance of 205 feet; thence South to degrees 0 minutes West a distance of 284.82 rlyal feet more or less to \�3 11l / / the Northeast right-of-way fine of State Trunk Highway No. 10; thence Southeasterly along said right-of-way L ° - / \ line to the South line of said Northeast Quarter; thence Easterly along the South line of said Northeast 40 2.04 \ — Quarter o e pain o beginning. II I (abstract property) 3d � I I 04 9 [ c gl / rnv / y Paces .1* L� oOJ PARCEL 3 A h `1 \` `` J OV� // \ / �r Lot 1, Block 1, Lakeshore Homesites, Ramsey County, Minnesota. vZ (abstract property) 51 J I C \ o9 / J n F 4�y<ve %-a / LIO U ica M r 4 �°V r\\ 1lt�0 `\�\ C� IZ M \ I C / 1 \ No 0A IL / \ Paced fi Lot 2, Block 1, Lakeshore Homesites, Ramsey County, Minnesota. (abstract property) Paced S' , / Lot 3, Block 1, Lakeshore Hom esltes, Ramsey County, Minnesota. O �� Q`J` nn�9�° .f C` / �� A\' / (abstract property) v �,j \ \!- 1) Bearings shown hereon are based on the East line of the Northeast Quarter of Section 21, Township 30, J / LEGEND Range 23, which is assumed to bear S00'40'37"E. V, \ / 2) Surveyed property address - Per Ramsey County CIS website: 1700 Highway 96 W., Arden Hills, MN p r - Denotes Found MnDOT Right of Way 55112-5734. \ Monument with 2' Aluminum Cap z 3) Surveyed property contains f57.90 acres. 2j .40 , /I �s / <, \ J \ a- Denotes Set PK Nail, with washer ?y, (/y / %� / , \ / 0 50 100 200 4) The following easements are proposed to be vacated or released: /v,s \, - Denotes Ramsey County Section Monument, as noted 009.$2nateOs 1 `�`\ \ \! - Easement in favor of The City of Arden Hills per Doc. No. 2278852. G / \ • - Denotes Found Iron Monument I North Quarter corner of Section 1/2 Inch rebar marked `� / ��\ \ O - Denotes 5/8 Inch by 14 inch ( SCALE IN FEET ) 21, Township 30, Range 23 with RLS 44565 \/ 1 \ rebar, marked with RLS 40361 (Cast Iron Monument) J to Z Z_ o W 0 Z E N Z Z > 111 F U toIII > W W Z F U) Q 0 m C ZOQ OLu U O rn M � °1 ui ONI r\ Z w O1 Ki a, 0 to n w X w 1 V a <a Z / 0 Ch Q w Ch x a a M � W FIn 0 Z 0 Q 0 Q Q C Z V = � Z W C: Q LU X c W a J LCN o G M a C: `r) a) 0 > z J W = > Lr) a W 0 J O Z 0 U-) LU II — REVISIONS 1 7/17/24 per City Comments 2. 3. 4. s. 6. DRAWN BY: bjs/NJS ISSUE DATE: 7/01/24 FILE NO: 2273 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Name: Thomas R. Balluff Signature: AQ C, 3,&Z 7/1/2024 License #: 40361 of F :] 8 e50- /—�J \_\—� �\ T--�e+s_� / I /I / I I I, / I 1\ �� I I l� 60 / s East li� of the North ast 1 of \ \� � ��SsetTon 21,w�shi 3 Ran e 23 L71 Northeast Corn erl of Section 1,Township30,30, RInge 23 , / \— �-- - --- 44. :. r --- MB EZ rMU ----- ----- — M — rf V (Cast Iron Mo men t� 1' R/ z4, Rev_ M aY Dip i `'9i�q `fir 1373,12 IS" =J -- �J--- J------------- v o / LLI G AVETi N.� _'� ---------- SNE --- --- --- --- --- -- -- — -- -- --- -- — — — I946- / M - --- --- - --- --- -- --- -- -- - - iS' one f —93a a env o� one one _ -944_ — - - _� _ —_ _ _ — _ _ / — — e vav —_ ne —'—\ —n ne one /One n= nee —�28� s _1 - -942— — on he one one one on ��� _T\ e L_ /"� =y* Entrance Sign \ \ \ S I �I �I - r I�---------133------I WET LAND - �. ♦ i �\ \ u— - _ ----ice sement for pending and \ --� �I J1 9 _/ \ i\ \T 11 lam_ \ /�/��—� \\\\\ �\ ♦♦— >,Ea flowage of water per c / 44— / // X Document NQ coated) 2 � / ) (to be vacated) r � — —I-9�• — 92 1 \ .934-I'-w \\ \ \ \ 1-922- -936 IC 0 cc _ t �V �A \ '��— \ 0 0 q)�\ \\� Wood Bridge—/ d Z a / ono�FT,- 1 V ` L1 \ m �I I 935 1 ° d Q o w I ; E:E OWNER: \ Saints Volodymyr And Olga I \ \ l o PID:213023110007 ��`- —`\-------- 396 - \ ----- -- I \\\I /��i 1 1 I \ y \ /'X \ T A n 1 \\ `/ x m e I I �� \ _939� M o I �•t— rT a a p West line f the Est half of the �� ii /� 6 ft. wood fence Ca3 V < V a wC/i y I I W —g36 /�'\ East holf�af the f�ortheast 1/4 of / / E / 1°�53 zas\ 70.0 ° _ I I I �g 938� Exstmg sr,ed-� Section �1, To wnsF 30, Range 23 / \ \ p- / 20 • , t I // 93e� lock WGI/� rn — o �1li 5003510 E / L r' 1v2 ieea oven PiPe 3Q6.00\ P, ch n too a / \ i �� Eas ent in favor[� / rvN Z I p.45 hu�s for Sell \elephone JJ _ / U �mpony�per one a. o928s1s \ \ Rim-92a2 7— -- = c' a OO .. -Al rth H ' hts Lutheran Church \ / /1�1�/ _ V 1 ---------133 \ �I YrY � L .. VT e\ °c I ////y�C / � � - ---»- »--- m . ->>--- �C • � /'1 r- 1 I r Ny 7 m / m variable width m w�3 E` I E'i e'�o � o'i \�\ �\ �P — I�� K spy P� III �� ,\ J / /� �\\ �� � •� I . � � iv _i WET', LAhlD� I 36 A 77rIOT 1 -� 0 elg 1700 Highway 96 W. 6" Arden Hills, Minnesota 55112 J/ RID: 213023110008 �746 Gnp1r pnk ../ Cb r7 L O � I CIF I1i ue- V / f° 6 'cb �69 0 ��-1 / / / / _,Sy 9g0f,1i / ej /X Itk , �tn.8 'I,oa ��kaGap�ng �I /�°`° / o _ g 1 1 Rim-924o %/•1 T ��-,-X- / ^,(r q I i ME)=92o3—) --�— �922 ♦//� 1 /\mot• �/ Gazebo ok 9 ire '•....\ 32— / / � �`z J °0 ° 41, / \ o R6r6 �� ok; "co / J 0 et / // / q♦�/ / /may 50� c 0Oro o° p<eob a F ' et`f e�+od°e° a V oc ,doe ct�v 4 0 /� °zk o05 ®99 y Hr`os a 5 � r�o�le yti LEGEND - Denotes Found MnDOT Right of Way Monument with 2* Aluminum Cap Oo - Denotes Set PK Nail - Denotes Ramsey County Monument, as noted • - Denotes Found Iron Monument O - Denotes 5/8 inch by 14 inch rebar, marked with RLS 40361 - Denotes Light Pole - Denotes Miscellaneous Sign GF Q - Denotes Guard Post O - Denotes Sanitary Manhole SMH O - Denotes Storm Manhole STMH O - Denotes Miscellaneous Manhole MIT ® °r (D - Denotes Catch Basin - Denotes Flared End Section rZE HYD nCF - Denotes Fire Hydrant GH X - Denotes Gate Valve o - Denotes Cleanout -, - Denotes Guy Wire `m - Denotes Utility Pole MB Me - Denotes Mail Box ❑ - Denotes Telephone Box UB ❑ - Denotes Utility Box ET ❑ - Denotes Electric Transformer EB ❑ - Denotes Electric Box ry 0 - Denotes Television Box HIT 0 - Denotes Hand Hole EM O - Denotes Electric Meter Ev ❑ - Denotes Electric Panel one - Denotes Overhead Utility Llne(s) - - - - - Denotes Watermaln --->--->- - Denotes Sanitary Sewer - -» - Denotes Storm Sewer - Denotes Existing Fence as noted - Denotes Paver Surface - Denotes Concrete Surface - Denotes Bituminous Surface - Denotes Edge of Wet Land - Denotes Existing Contour z 0 30 60 120 ( SCALE IN FEET ) J Q Z_ o W i Z E N U Z Z > III X U W W La 0 R 0 J M J Z o� OLu U 0 Z ~' al N � U) vi OI r, Z10 w > a' v oc V Lu to U% W 0 X w V F- <a Z C NO� w 2 IT a M � Co F Z 0 Z ~ 0 o� Q O Q 0) Q Z _ W rV^ V 1••1 = Z W C: F•1 = -6 Q X p W a J LN o � M a � `r) a) 0 Q z J g W = > Lr) !7 W N 0 U O z r-i LU REVISIONS 1. 7/17/24 per City Comments 2. 3. 4. s. 6. DRAWN BY: bjs/NJS ISSUE DATE: 7/01/24 FILE NO: 2273 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Name: R. Ballluufff �TThhooJmas Signature: ,fi/vM.y. 7/1/2024 License #: 40361 C2.1 of 8 J 7� — . �/ �6. / I � North Heights I � a �' 90 Lutheran Church I / i PARCEL 1/ j� '/ / PARCEL I °n en in variable i / a ° ---+--------- width v a _ � p -Entrance Sign \ 3T / _ - --� / Id R'm 924.a \ ----I -I / -- _ —A — �' _ )ems -- / 97— \ / / -926' � w FEE T 2 1 / Gazebo 4 / ,/ 1 / / / / V\A^ V Aqo� / e°o� p ° % / pe \ \ I Z — 928- ofONO9 °. W//c¢"tie / "Y -c N N� \\ �- w^ / I / a I \ mw t•1 D P ve v p��� \ v it vY. °°. ,e / / eti —/ ,A% �ry A'�J Tel°�% ' ° '� / e¢ ¢a ° /' /// /' ePF c1� w Q r / v vl I o o sr� \ \ .� /� \ \ / / / R` / �° / eF a°5 / ��� 1 V¢05 oy goo ° / / ♦�• I / --�----�I--1/.�-- �\ I I� / � " 1 / /�\ \ \ �V ✓ � _// ^' .Itl /`' o '- \' 1 I / \ / / it I _ ��� \ �r pA� t 4 j �� ��— /// / 0 / /�../ II a /ImoI..// / /j / .41 Y �°'oo� WET LAN//°/ '�i �� �\ \ r/1 LL / v \ � I I v Ile \ ` / I L Q i / \ .�¢r eo / ¢< / =oQ\ I V �`I III z���///� \�'\ �`��///�/ / //<r¢9yect°=/ e �� ��° �`I� /^ / //\ (��/O.0 I v v 1 + I a II \e \ \\ "1" I/ °�9ati a�e� / //�\ /� / // %^V l/ \ °.. Ir '. 1 ° 1 %// /�\ I`F f� / /° a/ / / / /' \\ _/ ♦�, IV/,/ �O� A rc / yl/ �5/ !F, \ /\ 4/ Northeasi- '�'ec ti 21, \ ` \ \ ¢ / /� / a ° -51- Town 23�,/ cIJ I I m11 E I /1,1 (, // / \ v /� / �` �;=�? �\ / .� / `,�% //. /° G� / - ---\�`--- S e. ' - t I I / 1 / %� y� .L' / �f �=— 1--? ��—� L - -/, ,0. 4 .a_ o -� ( 'C % O / e / en, e > / N 29 42 W / 1' 1 f \ C p I i� I m kea 'm R\s g\2� /vCP �s'ti`Lf ¢a/ ♦ / / \ / / / / ° p / �i/ /y/ / I / /// \ � \\ �/J/ / .'� LEGEND — / AII777 T— i �° / �I I— I� �✓ a ._ �' -� r �� V� �///� 1�"1.� J P111�1.EL J /1/ Denotes Found MI Right of Way L I v v I \\ "^r�� „me/�� / ar"_ - -/ �\ / WET LAND r� /' / / 4 /�O Monument with 2" Aluminum Cap I� _ Pe drei(a e asemn ` / l \ T \ may\ / \ / / ° / Denotes Set PK Nail oo \�i \\\'pe�Do�c�Nos4 T 9554Dt)� I ! I ` Imo` \ /// // /�%// v/° 11 m� - y� / / a %a /Bg - Denotes Ramsey County Monument, Li� I I v VA \ L - / \ v . �// /�/ �� / i as noted C� v • -Denotes Found Iron Monument F _ 11 ( / / / / �, / a O - Denotes 5 8 inch b 14 inch I n % ° / / y I 1 \�1 i \\ J \ / // // !♦1� ' / / 4 / / �� / I / \ I / / rebar, marked with RLS 40361 - M z- o -Denotes Light Pole Lr EL I I.�\V� , �( PARCEL 4 % I / �i �� j // / C� I E1 �, 1 \\\\\�GP I Tt / WET LAND / / //°/ / �� / /� / o/ / / A -Denotes Miscellaneous Sign �� / / v� / / / ,,�nl,' // / Q° ° / V // G - Denotes Guard Post MI ` ' \ �; / e4ti .1o\eo5 / / _ %�0°9 /� / // / O - Denotes Sanitary Manhole III �o I 1 e �/ �/a 1 y SMH 0 - Denotes Storm Manhole � do / 1 / / / vse1ge�G",3° / „ti �% `�° n♦� / ° a // / / / U -Denotes Miscellaneous Manhole 3 9 / _ - / I CEL or \ 1 1 e• / \ r e / \ 7sK g°'\ / / ° ° / / /\ / / / / / ® (D Denotes Catch Basin / a EEs -Denotes Flared End Section / / Li - > ° z4✓ I \ \ / �c¢ / /� a ° a / Ca / \ \ / / / / / / / rlvo I I' / / 1 �_ / -Denotes Fire Hydrant / r a G4 C� \ , e ,�// I / toc�pSr A/ X - Denotes Gate Valve ---I _ variable -- --% - I� I \ X/ I/�I / o9eF¢000 //�lJ � \ 4 / / -� r ------ width j I I d °y o- / a ° q\ / , ca 0 t Permanent Drainage end Pon ding I e e os. / / / - Denotes Cleanout �I ° / �� / Easement per Doc. Na. 3649888 1 /� / r 4o'Iti / / ° /° a ° 2 / / / I w / / / Z / /f�� �� �i Denotes Guy Wire YI m I it 10°yg /'/ Denotes Utility Pole /1 / a o\ '/ / / / o -Denotes Mail Box Y C ] O To v Iv i 1 I / v/ 0 ' n`� ```',59�. / vvv / /�V`yI�D1 O `II(\/v / / / ❑ -Denotes Telephone Box «W I I I a I e5¢(eea1.4V / \ / / °V\I p-/ u6 ° °o I1'>I I ? /[ /' 1 y/ / / \ //.a `°w° oyo� ❑ -Denotes Utility Box C� o as I IE / i / 1 00�o it�r °�k °°y�� A. v\ V Er - _ Fe5 ° noe.\ r / J / / ❑ Denotes Electric Transformer Oµ <� I G b / _ I >8 � pro /` K io 3` i / i A / Ea < a ( / v C�� I a 9) pi` - ',�, / / ❑ Denotes Electric Box I 2 C� Q way I ��II��� 509��� Va.) ���/ �_ � �� °�v` / / 1 / �� �` 0 -Denotes Television Box C� C'J I �'°' �q� \i'� \ ;1°gZ° / // A �4 ° v♦♦EM �/ I \ �// / /� w� 0 -Denotes Hand Hole I \ \\\ / T•�—reoicmhmod \.. a / \\ �, / O - Denotes Electric Meter II ,) / \,� / wet R� ° ° EP �L S� � t \� / `♦ / A // / ❑ -Denotes Electric Panel i I I _ ---_ r w°yteeer9e m m Fmcl Jf I I I���1/�leao.4sone - Denotes Overhead Utility Line(s) Li C� P - Denotes Watermain Li C�� w / < / / / / // -- - Denotes Sanitary Sewer m❑ \ °S / /A /`�\� ///�/�/ - Denotes Storm Sewer _ /�/ Denotes Existing Fence as noted Denotes Paver Surface CIJ Li \\ \\ // , / -Denotes Concrete Surface \ z \ Denotes Bituminous Surface \ C� I-C Denotes Edge of Wet Land :) C �, I e ♦� I I � � z Denotes Existing Contour 0 30 60 120 SCALE IN FEET , J Q Z_ III W i U Z E N Z. Z i 111 F U W W ZF t'// Q 0 mto Z OQ O V 0 Z Lu ~' a+ to LLF r\ III Z z w-T > 01 0 rA to W x 1 V � <a Z � al Nc It O' CID 2 IT IL W r, ro F Z 0 Z 0 Q O F�1 Q V) C Q Z V N = Z W C: Q LU X c W a J H LN ) o � M Ln 0 > z J g W > Ln -0 W O U O Z o � LU REVISIONS 1. 7/17/24 per City Comments 2. 3. 4. 5. 6. DRAWN BY: bjs/NJS ISSUE DATE: 7/01/04 FILE NO: 2273 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Name: R. Balluff �TTh,hoomas Signature: ,fi/vn�.y.* 3,&z 7/1/2024 License #: 40361 C2.2 Of 8 SNE \ \ I \ I / \ / niViV1 I �� \ �,�- j/� , , --� 1\ III �� \\ �\ I \ I\ \ n \i n l C)n / A i I n I i 11 \ II I ti / /, I h / -���� ��� ' Q \ \ U I / A r\nITI/1n I , I\ \ III / J 11 )/-�I I /1 I�i`I --T /_E I I / ILJ LJI I I \JI V \ 1 �_��� I East line of the I \ 1 vU1 \ 1 O / I \4 X I \\4— _� _/ I i IVU DUI V l I II / Southeast 1/4 of �R. ( / ��— / I Section 21, Township I - / �222� / _FYI= 30, Range 23 a" m 920 East line of the Northeast 114 of M I I 1003. 0 _ h I ion 2l,Lpwnship30,,ange 23 i 862.00 -- -- - - - --- -� -- -- -- ,-- _ _ ------ — — ---—tea-- �r� — — se e P _ v --b / ne ne ��--- --- he _ one ' ne e °ne he he I\ � N T1 \ l "�/ . e°, m kee i _ _ — _ �/ SQu tHevst-eor91'€r e--A�a- east ` \ — FEs ,, a� m1 —� — —�> / /° / / / 1 °( r /(C at Iron of Se M omen t) ° 3Q Rand 23 \ o rn / iq 1/62112� ii 1 I \ _--raw O'-"\ \ \--�/ Olt \C 00 \ \\ (��!— / I \ / / � LAND--- me,µ \� ��3N_H1 —`` == / sty 2_^ - - �- 922� ° _924— o _ ,"WE kAD _ \ — — _ \ \ \ �\ \\ /_// /�a� / treo e c t Na 6 / l/ /� l �j j / �o —90a C 2 / / // ��' \ \\ \ \ 'f� �\ �'� // / NofSt�oeJm1�'I bc 9 q� �° // //%/ ° \\ v °a �e // / —�---` \ r `�// pe D�i�� Ot� / le I ////� // °\ G� 230 8 50 a � �� °e//�/ /�.. �v v. \\\ ° G25� oe Per / 1 ---- �_ \ \��,\—�_ _ \\\ \ oe n r-./rri IyF_/° �yY� —�-- —_ i \ �e 56 ) , � ° /. a ° a: / _928 q\ �9z , \\ dot Pe �� / / // / /J / y/ v/6. / /° ° �v /.v //�•\ �� ° / / 0 3 P 0 N D 09 \ meP / / / /Y -A 1 - f - e9°56 / j��/////�'�/ / a / //�\/ // /l�� tiY r1�,� i1 v�\�� F �r� one°neff ��� a— /Rail — / /one one ohe/ one \ \ 1 \ /� / / —� ..5`�` OWNER. N --0—\ 2e / / / / / /� a�� / / / gob /° /i ! ���\ \-PltlL1302341000B—' _ ^ 34.2 o J 1L — �'� .21- \ � _s9e' / C / 1 //// / / / / a / / \ ° \ 00 3510 W —900 i—� /West line of e Eas half o the —� U i °t °°9-� // /-�' v /`6i.. v ( ve C East half of tl�e North st 1 of `F — QL�NER: — — �' O N �7YYAI�R: —L 1 I / e �' ////// / % /, / ° / ! lrs ZACHAIRY n ANI� — CHAEL & \ a e Section 21, Tow hi 30, n e / ( sr g �Si \ BRADLEY TT do A/( ( / / / / / ° \ \ \ a\ \X—CPFTRIA-"J-BCAIIi— \� Spj3C JOAhIN M LrrN�E'•A� / evt `Qo 2 o d P // / / / ` / /'° �. °re \ OWNER: \ \ PID: 213023 40012 PID: 2 130231400�3 x / / °'c°ties e9al°\e //�/ // //� / °l / X \/ f \ AUb A RS & KA1HL DIMMICK\ \ \\ �ID:�13023149011 \ / V.E°5�05Hovv� // /// / v°v °b// v // °ro 1 _ / / / // / / /°Q / / / 1 !� \ \ PI 21 0231�nuva r— A // / /� / i� / a A n n 1 14E 7 �(` /1 / �. '). a./�°. v. s / / // 1 / "'ice>�/'/v��/�� r�SQ'1 ��/ / //// f /. ll. °v o / �0 o // / j //� / �'° / U so ,9,�' / LEGEND HTO / - Denotes Fire Hydrant '.41 � T�4 // / /'� ° 4 /' Monumentwith2"DAluminum Cap ay V / / / /°a / ° / / /° C4 -Denotes Gate Valve ° ✓ / / // o, A,a ,I-� // / /� v / / / o �° a a ° / / /// .\9r�,�neti3 \' / / /\ _�_ OO -Denotes Set PK Nail o - Denotes Cleanout o/ y / / °\s°seo%r V Denotes asnoted- -Denotes Guy Mrs • - Denotes Found Iron Monument pp / �p bee oe 6 I / \ \ 4 - Denotes Utility Pole i' °cn es O -Denotes 5/8 inch by 14 inch me �TO ° �- / /° e k$ rebor, marked with RLS 40361 - Denotes Mail Box �/o 56 / / ° Hv9�v� �o Q // oye o / / -Denotea Light Pole ❑ - Denotes Telephone Box /c{Ph9t / dp ° ° /r� '/ rc°o° ° e ° ' //ih 6 E / US / ° v,� ° °/ a ��' ` �� / °r°°men / \ \ -Denotes Miscellaneous Sign GP ❑ -Denotes Utility Box 1 °°�r ✓ °/\ o°e Denotes Guard PostET / \✓/ goy°s6°° �¢l i / ° / / / i1 / / j� ----s / / ❑ - Denotes Electric Transformer EB z 0 -Denotes Sanitary Manhole ❑ - Denotes Electric Box 4y / /' \ ) \ 0 - Denotes Storm Manhole 0 - Denotes Television Box Ile /� V' 0 30 60 120 HH i / / ° a / / / / / / \ \ \ o / O -Denotes Miscellaneous Manhole 4°MH 0 -Denotes Hand Hole /i % / / \\ 1 ®°r -Denotes Catch Basin O -Denotes Electric Meter SCALE IN FEET) - Denotes Flared End Section FES N. ohe - Denotes Electric Panel - Denotes Overhead Utility Line(s) - Denotes Watermain - Denotes Sanitary Sewer - Denotes Storm Sewer - Denotes Existing Fence as noted - Denotes Paver Surface - Denotes Concrete Surface - Denotes Bituminous Surface - Denotes Edge of Wet Land - Denotes Existing Contour J a Z_ W i III ZE N U Z Z > U W zf 0W Q p m Z 0 a O U OZ � / Ln � U) vi r, J Lu w > a' r4 v 0 t U% w 0 X w 1 V a <a Z / C Na, w 2 a IL M m ro F z O z H O F•1 Q ,�, Q o 1••1 aC: U') c z V =W C7 N = z LU C: Q N LU W a J i LU o M � `r) a C: a O > J z g LU = > Lf) 6 LU c\I 0 U O Z 0 U-) LU REVISIONS 1. 7/17/24 per City Comments 2. 3. 4. 5. 6. DRAWN BY: bjs/NJS ISSUE DATE: 7/01/24 FILE NO: 2273 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Name: R. Ballluufff �TThhooJmas Signature: ,fi/v,r.y. 7/1/2024 License #: 40361 C2.3 of 8 \ / I IV \i \i L_\JI V\7 LIJ 'j -IL) T F_ East line of the L_L_.� ACC o <� `C �C Southeast 1/4 of Northeast corner r %1 \/ �.[ I 1 F1 / n r�r�i-_ q \ \7 L_ \ J \7 L_ N I C) I TI 1 i �I i Iviv .8 n r�r11T1 n I (J; _Section 21, of Sect iP n 21, /\ 1 I V P ` Township 30• 60 J— I T L—n ) �- 1 I ILJI I IIJI V !N' Township 30, I i Range 23 L �1 I V�/I \ I �� 60 J 60-1— M—I-Range 23 ( M Ji vLi.i.li Y�7 n V �i vV� i V. M M • M 03.60 Monument - M - M S00°40'37"E 1373.12 0 ' ) M -- o _ 862.00 1------- ----- SNELLING AVENUE N. - a II M �> 33.0 M t45,312 sq.ft. M 33.0<` 1 /2 inch pipe ° 50 ec M marked with RLS 20281 i 0�_ o g5 �s" - — - y .-. Southeast corner of the Northeast 1 4 - .'o I li-' d 21V2 I 1 2 inch radar marked —1/4/ r — — — — / /- ` F — rn ^ (of Cast Section lron Monument) Township 3Q Range 23 oo a oea cclNo y36 with RLS 44565 20 II East line of the Northeast of d m - c. / Z_ `- T �, WET LAND Section 21, Township 3Q Range 23 g o Tip V C E P T I O N "� -_---- / L /'1 v 1 I / c L 1� l� L { 2a \ / Proposed Q a\ij a1j ` 1/2 recur L-------J- - - 396 — - Drainage and --,/ 520 �t\. Proposed V Utility Easement 1%1 Avet G8 r CV / 1, -Drainage and \ `�_ ` N N o ^ City Of Arden Hills `Noy 0 eP / �133I 51 I I� Utility Easement \ o m PID:213023140014 r o'Ao, \ to 1 \ + WET LAND--, 0) (� R�9 goy 0{f5e no osVe w \z t 1 I rc 0 1 to l/ ottre t° 1300 ^ N 2 v ebot S 11 o0 No .Gj6 o 1 a o o, \ WET LAND — t \ ( o°' °5p` 190 \col 23 = `� 0 .11t• o SP pS9fe 45� s o r7 ( , I kt�6 ? \ v S�gs�o 11 �R���g �Ar sp``O N 9 3, ea 85° oc A• 0.Zug.oc o a J A lis !y I 25 Wed V�cW2y12 z N I Q z\w3 I lA �1 i \V (rJ P.I 3 LLIO0e°scc. No �N �cJ3 o'V toio 13 m N Cn t(i 1 /7 of M aoi o N I `to' \ \ ' i \ �e kc�65 o 3 0 ;- o a \ i / EL LL / In o a l 0 0 o Z �� 1 ' T 1 // L , ��V"°w`'k IV V 1\ T f7 L A v / 1 / `r �� or 00 U z cn�m l �r WET LANDstir \ N N % I t o `� Proposed l I �Q �- . / / �\ c,"I ck / r Drainage and- 0 w 0 m �61k� o � m ew \ ,' Utility Easement / t r \ / / 0 'L / \C10 0 Qe o ��6 3 .°' °J o / \s t o D'�2D9/ ��m y 1 `o z OWNER: 1 / ti/ T I I r 4 t 1 I I Saints Volodymyr And Olga --- I r 1 P O N D ki / 1 fl 1� rt ° v° PID:213023110007 1 I 1 ✓ 1 I / / �/ tat\ ��1 3 / _ _ cn n ` t1,322,416 s ft. J w ') / 396------- \ I q• / C �� t`ae°etc S 0 per F-- \ I I I / � / S � of � � easement p O \ � c\ to o. _ / r Highway r West line of the East 1/2 of the \� Proposed Drainage 0 j Doc No. 714823 a --East 1/2 of the Northeast 1/4 of 6 1 o i Section 21, Township 30, Range 23 1 / / `� t and Utility Easement - S00°35'10"E z inch / / / `� / / / ' OWNER: I I 396.00 pichtop -- 7----------------------�'--—I—�T----�— / 585.21 JayAPortz — / ci PID:213023410008 o \/ !� / oV , / / / o `. \ v / co.cor N0035'10"W �n 1133 51 51. A A / ot�`l et ad 56 / / / i i` n O i n i 11 a g o 1 0' T 1 % ��the � / 00� of aetcaRe cdPo �O/ /// �� o East 1West 02 of the Northeast 1f/4 of v�i c�_Jvi vVat o:tu — e of the East 112 IA/ tr a 5 / / 1 B L 0 C K \.\ J / �i�t6 r�oo of oTc,c // // // �� 1�` �� I Section 21, Township 30, Range 23 a�AO 3�o DAM / \\ �ro, aF0 / 'e .O /�\6°� OWNER: �01 t'C,A" y;v = 0 1 31 6� 1 v 1 i7 L \ V \ / G //// O O"e O / I Paul Anderson P/D:213023140008 Dimmick 0 ry� S o I\ c V x J / / Ile / ^ / / .11 'e o -WET LAND / / \ / Ile0 . Ile S / b`e�n n i I I c� \VAoaOo�a L /'1 .: 1 1 / / to // Ile (���6yj// `50 e0'd / / Fc, �`%'" / t Sti°t �o / I/ PRL4aERTY DESCR/PAGN.• (Per Schedule A of Title Commitment File Na. 1545245, Revision No. 2, with a W ✓ I \ \ st, gs / tiV �scdeo / "e ed`T N, '�, y / Qa o'<Qoo n commitment date of May 3, 2024 at 8:00 A.M., prepared by First American Title Insurance Company) s'm �03 c. / c`, e t N0 38.8 Or °a \`SO \ of / GJ E 0° / / eat 04 / t<`° tic Qe v part of the West half of the East half of the Northeast Quarter of Section 21, Township 30 G o,E a / \ / \ \ That 1 f,/.O se A� \ /'V r T 1 I r Q ° < / / as o / ea ti0 to Gti �� I \ ,y o a / \ /� .pti Va / / / do, 0.S ac / �i. North, Range 2S West, which lies Northeasterly of the center line of State Highway number 62, also -1 A A A V 1 1 1 L / O o o e !\ �/ Jr, \ F 0 / \ ^O / / m as / 03 '1 �,�0 \ known as United States Highway Number 10, Ramsey County, Minnesota. 0) L0 o h V A \ 1 / / \� o� O 1 o rn 1 \ so a V A �< o / / e r �� /. r / 1 / 0o M b \ / a / et ao a �� Z M I V °�5 V A / Off.e° �oS / / a3 to Q �,�'°0 J °QAP Os --fir (Torrens Property -Certificate of Title No. 318929) 41 T ^'b v '` s� \i ti4 ttir r / / co / \ \ { 5 "C U 1 I A\ \V� ,y\// 0 0 c J �o / AND _Go�°V,'S ` \ O ��°� The East half of the East half of the Northeast Quarter, Section 21, Township 30 North, Range 23 n _ \ \ __ 321.6 / / 1 010 �oH1a4'/ \ �- / IDA '�. West, except the North 396 feet thereof, according to the U.S. Government Survey thereof and I0m I \ (,1 /\ 7 T 1 1 r A T / /7 A / ~j9 rUr L \ 9 / o e6 situate in Ramsey County, Minnesota, except that art described as follows: I v v ti 1 �7 n .. / / I / f ° ° / o X� 'P �o Co 1 ) r� c\ < / / / ti e� \ oe��ot�o / °°v°°arh `t �O Beginning at the Southeast corner of said Northeast Quarter; thence North (assumed bearing) along a¢ I e) J \ 2 � Proposed ° / / Jr / / 0 1 M / ) (`I P m or, \ ea �r ,9 t4 the East line of said Northeast Quarter a distance of 862 feet; thence North 89 degrees 46 minutes I3 o I WET LAND \ J f468,025 sq.ft. \� yriinag Easement Hr e°oto // /l // ti°tr\cat0 / \ 000a 04 005x ek6o 40 seconds West a distance of 205 feet; thence South 52 degrees 0 minutes West a distance of Utility ee oea tit` O / / / ac �Q� l � / o<<ryso°s. �i 284.82 feet more or less to the Northeast right-of-way line of State Trunk Highway No. 10; thence ao �o Oac ,c / / / v C� 6 a --� `' er `' �� Southeasterly along said right-of-way line to the South line of said Northeast Quarter; thence =a I to / / \ r f 'Ao o ma / / o / -' �/ \ \ /� -- Easterly along the South line of said Northeast Quarter to the point of beginning. 1 o N I I E / �^ `� n`o�'t> .`c o11° ' / / .Oo / y ' N � J West line of the East 1/2 of the 1 \ of aayro// // `� / ! \ / �'� (abstract property) o Ida 51 I �0� �� Northeast 1/4 of Section 21, oe _ J ` r _ 'Po.H `SO �'\ AND Township 30, Range 23, also the �\ / / �` // // �� `� \ I"z 1 1 0 1 East line of LAKESHORE HOMESITES / 60 / / / ^ Lot 1, Block 1, LAKESHORE HOMESITES, Ramsey County, Minnesota. to Eo I \3� \ —�— ��—�- J— / 200.0 / 40.Oo---�--- �`�°\ \I lei\v ter` 0k'L// ( property) ` \ �i abstract 240.04 lo3Cj rl 1 / \ s� i� .0 .� N00°29'42"W �y�o / 2(1 v a< // V� AND WET LAND'\L ``goo`°a/ °Fo Lot 2, Block 1, LAKESHORE HOMESITES, Ramsey County, Minnesota. aoaoar / Eo 6 A J i 0 f/�� \ / � �J re�°e / °Vi°6 �O (abstract property) li<"/�� / 1V 1 e• i� �'�AA/ At- �aF / �i i\�� r�l�• ea y>ot / o`` os r4 AND O / �� / VLF eL I Z / A \� • k� as / _Qc°��x / °r,9 t0k�er ° 4 I 51 I / (� ��Ja ca oro �, �L �� y/r000 o°�° ���5� �j�E DATA Lot 3, Block 1, LAKESHORE HOMESITES, Ramsey County, Minnesota. 41 , P m e abstract property) (`4 �w ��� 1� ��. �����•�cL�c Poe./VV � / \ O` ,1 / `AID P P Y) C�) ICV o N \ I WET LAND v 1 0 % \A ecta a 'tea 50 I y 0 / / / _ / TOTAL SITE AREA ±57.90 AC. iN�� Proposed Drainage \r`t/ yl ; !� e��� G Got`c\�° �_ I ;// TOTAL ROW AREA ±16.80 AC. �NERAL N0 to and Utility Easement f� �\` o J /J y ^y� J ( 44,E oyl r) / / �� TOTAL LOT AREA ±41.10 AC. 1) Bearings shown hereon are based on the East line of the Northeast Quarter of Section 21, Township i- IZ�M Ir 1 V `�•. I ` ��oti1 ,f^..`J �� / ti� LOT 1 +1,322,416 S.F. (±30.36 AC.) 30, Range 23, which is assumed to bear S00°40'37"E. ��Lu "� / \,A v'� / LOT 2 ±468,025 S.F. (±10.74) `r' 4) O$ V \ PROPOSED 2) Surveyed property address - per Ramsey County CIS website: 1700 Highway 96 W., Arden Hills, MN �•1�No,°I`O ��'r <; ` DRAINAGE AND UTILITY TOTAL NUMBER OF LOTS 2 55112-5734. LI_ O- ' I . �� , / / \' \ EASEMENTS ARE SHOWN THUS: GROSS DENSITY 0.05 LOTS/AC. SETBACK DATA FOR LOT 1 (EXISTING R-1): FRONT 40 FT. J \ ' UTILITIES AVAILABLE E- ;C P 0 N D I I I / `� /\ p �' SIDE 10/25 FT. TOTAL C� ' 1 I I °eao 05 G `'ems / �1 °\�\ SIDE CORNER 40 FT. ?�8 2So8 1 I �Qoo ° F`oa 'Do \� C (\ o - -10 o LEGEND REAR SETBACK 30 FT. E - 2�8 •Ci 1 \\ eei�Lee 5�40� � \ v J • - Denotes Ramsey Count Section • - Denotes Found Iron Monument SETBACK DATA FOR LOT 2 PROPOSED R-4 N2 g79' (Me 1 . _ S �%_ J // / D �o / / I < \ \ 1 i 0 Y Y _Denotea 5/8 Inch by 14 Inch ( ) �� S Sro 03• ' ' e �� Monument, as noted FRONT 40 FT. z Denotes Found MnDOT Right of Way rebar, marked with RLS 40361 SIDE 10/25 FT. TOTAL 1 being 10 feet in width, and adjoining side lot SIDE CORNER 40 FT. 0 50 100 200 North Quarter corner of Section 1/2 Inch rebar morked / I` 9 l0 9 Monument with 2" Aluminum Cap ---- -Denotea edge of wet land with RLS 44565 / "� lines, and 10 feet in width and adjoining right of REAR SETBACK 30 FT. 21, Township 30, Range 23 way lines and rear lot lines unless otherwise O - Denotes set PK Nail washer (Cast Iron Monument) \ \ shown on this plat. marked with RLS 40361 • / / \,' (SCALE IN FEET ) i J to Z Z_ W i FZE N v Z Z > III Z U to 1Z > W W Lis Z F t'/1 Q 0 m C ZOQ OLu t) O M n LL ui 0� r\ ZOD w a, Lu M n w C] X w 1 V C <a Z / C Q 01 w rn x a a M � W FIn J 0to a o° 0 Q N Q Z = ui') N = W_ C: LU Z a a LU ce Q J r LCU o M G , a C: O > z J g LU LU N O U O O }; Z LU REVISIONS 1 7/17/24 per City Comments 2. 3. 4. 5. 6. DRAWN BY: NUS ISSUE DATE: 7/01/24 FILE NO: 2273 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Name: R. Ballluufff �TThhooJmas Signature: ,fi/vM.y. 7/1/2024 License #: 40361 C3.0 of 8 LEGEND EXISTING REMOVALS PROPERTY LINE EASEMENT LINE - / BITUMINOUS PAVEMENT [ __] [ WALK - - � a - / ---- PATIO PAVERS 1 / I CONCRETE WA ,.. CURB LINE --- ---- s Rt EXTEND 18" RCP TO LOCATION Rm-93.7 - - - 9 923J ��- -- / I SANITARY SEWER > ->- SHOWN I SHEET C6" - - -- _ --� -_ -____- `-------- --- AS D -�� - - - - -'- SALVAGE FES IF POSSIBLE.. --- �� \ - �___���� ����____� NOTE � 1 (N) 9z3z ( � \ � WATER MAIN v` 9253 R� 9288 )' 1 O 921:9 1 \I 100 STORM SEWER V W —36 RCP In (SE) 922 0— Inv 0=921.1 — — — — — — — — — — — — I Wry ..Inv (w) 92]7� 36'Rc9 ---------- — -- OVERHEAD one --- ---`' -- J-------- ----- < « « --- <<-- «---« _nu<_ << __-- _---- _-- -- — � R 9286 --- »� C M Ise UTILITY / / I / FENCE -� --- -- R --- Z�` --7 rer azs, --- -- r I cds ,rY ae.� T ., 13G (sw)=9zos o°F"� R clt--<— s � -- / � � ` \ I WETLAND cv 920,B-- s R°p _CUT EX. WM &REPLACE AS c � -< - mv.=923s _/ / �. �W— GATE VALVE CJ SHOWN ON SHEET C6. I o a vcP� Z— < ®29—<—'rau't= — <r� < —-93, 4 _< < - -- -n--4 a R°P MAINTAIN WATER SERVICE -,n =g 6,6 P �� HYDRANT i nneMH �� "f /�jr j������� ----�� j f�;\� \ II SANITARY MANHOLE O °he nh o R - `° � ""e�q TO CHURCH DURING CONST. / ( �� / ��� nv.=91s'i=—i•�� _ \ m9 6 lil �ll 4 I / /J I / / `'' / / 1 11 I I` - STORMMANHOLE O Sp R'm=925J I\. / A / / \—� 1 sTmu cv LIGHT POLE cc CLEANSIGN o a TELEPHONE BOX ❑ ET \ \ REMOVE TREES AS REMOVE & DISPOSE / ^� / /� \ \ \ III I \I ELECTRIC TRANSFORMER ❑ FOR CONST. OF EX. WM / I I �_ \ \ I `I� TELEVISION BOX 0 riz I (�-) \ \\ \ill, / / \ 1 I I 1 HAND HOLE M Q� ��^\ / \ \ \ I y� ELECTRIC METER EP o J—/ / I I I ELECTRIC PANEL ❑ re A III TELEPHONE BOX oe ❑ UTILITY BOX ❑ / \ \ ��/' `� `� A I� E8 REMOVE TREESS ��`� �� �`�r vv v I it _ _ v I I �' ELECTRIC POLE BOX ❑ \ REQ'D FOR CONST. r „ REMOVE & DISPOSE GUY WIRE — — - (TYP") COORDINATE W LECTRIC OF LIGHT POLE % \ \� i / / `\ \ \ / \ems / / / ^ \ \ I I 102 FT. CONTOUR FT. CONTOUR — ` 115 COMPANYELECTRIC METER. �\ / �\\ \ \ \ / / \ \ \ \ 1 I I III I \\ I `REMOVE /LANDSCAPING �� REMOVE TREE � REMOVE &DISPOSE- OF EX. WM a° TREE ; I_ / l REMOVE ��r �. / -�---- o ---// REMOVER CONCRETE OURS & // �> 1v -- -/ GUTTER FOR ENTRANCE-< / REMOVAL PLAN NOTES ��� / /� \� _ / T �� i I - �_ �- - / MODIFICATIONS ) ° l u �iI / 7 REMOVE TREES AS \ j'/ REMOVE ( T / \ F, / ^ --�-- - f� it 1 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT / TREE / / J) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY I THE LOCATION, DEPTH AND TYPES OF EXISTING UTILITIES AND TO REO'D FOR CONST. NS) �r �� REMOVE &DISPOSE V / i / /� %a _ ill ' A REMOVE & DISPOSES <� OF LIGHT POLE �� / / --__ --- ° NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY \ '\ OF LIGHT POLE �� � \--` 1 DISCREPANCIES OR VARIATIONS FROM THE PLANS. 1 REMOVE ) - �✓ �\ �\ / ' REMOVE °SIGN \rREMOVE TREES AS �/ ( -� iU 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO TREE REMOVE BITUMINOUS I I / REO'D FOR CONST. J / / / �r ° �I ii \ PROTECT ALL EXISTING UTILITIES, APPURTENANCES AND fyyf� / / / s III STRUCTURES NOT INDICATED FOR REMOVAL. DAMAGE CAUSED PARKING LOT REMOVE I I (TYP-) -9� / f '� / / allll TREE II v � � / � � , ;'� II u I BY DEMOLITION OPERATIONS SHALL BE REPAIRED AT NO \tea REMOVE & DISPOSE ;' r l \ �_�� �� / /w ADDITIONAL COST TO THE OWNER. \ e % OF LIGHT POLE - I I a� / / / i \�( ' II°eg 3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES REMOVE &DISPOSE I 9 \ / I 2� SAWCUT & MILL BITUMINOUS AS NECESSARY. THE CONTRACTOR SHALL COORDINATE THESE REMOVE &DISPOSE OF EX. WM v \ REPLACE EXISTING COVER \ /_ / ( s EDGE FOR ENTRANCE � ACTIVITIES WITH THE UTILITY COMPANIES. OF LIGHT POLE �a\/A V -WITH NEENAH R-1733 � � / REMOVE CONCRETE \ -'�� MODIFICATIONS -<�- f / h / \ II I i o l 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS 1 A t SIDEWALK 1 ` )I I I / SHOWN ON THE PLANS AND SHALL CONFORM/ADHERE TO ALL �� Qom- r / ) GOVERNING STATE AND LOCAL REGULATIONS. ALL PERMITS, A Aa REMOVE a I REMOVE CONCRETE APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE \ �` REMOVE a c Py a ! CURB &GUTTER / / \ / I 1 CONTRACTOR. �\A TREE r REMOVE _a ,)/�"� �� �� 5. ALL SAWCUTS SHALL BE FULL -DEPTH CUTS. R SIGN/ If l IL �� i REMOVE & DISPOSE OF / 1 % / \ ✓� j j REMOVE / / / 1 I III 6. MAINTAIN WATER SERVICE TO CHURCH THROUGHOUT ��\ T, _- Rm=sEX. WM. REPLACE AS Y ��� SIGN Inv.-91 % REMOVE & DISPOSE OF rem 9z o - SHOWN ON SHEET C6 MILL BITUMINOUS EDGE FOR CONSTRUCTION. INFORM OWNERS A MINIMUM OF E. HOURS PRIOR -In° 9iaz J / / 1 TO TURNING OFF WATER FOR ANY PERIOD OF TIME. EX" WM. REPLACE AS m (E) 9,9.a en 1 � (se) 9,9.o z"�P C � �� DRIVEWAY CONNECTION i / I 1 REMOVE TREES AS \ `'� R m. �z SHOWN ON SHEET C6 e \ d REO'D FOR CONST. . � 3B,:. Rna 1 '%IF 918 a RELOCATE SIGN I 44 a of my-9,6., -a 1 .. .'77' �- - - :� 930.o I o.. A ' OUT OF DRIVEWAY I III Ii 1 v (N) 923 \ \ e - SAWCUT & MILL BITUMINOUS ' / REMOVE / ° o �rti REMOVE &DISPOSES=or+ae un°�Iobe� �� EDGE FOR PARKING LOT \ / / REMOVE & DISPOSE OF 36" i' OF GUARD POLE , 1 SIGN / I `.I I / \ CONNECTION / RCP TO LOCATION SHOWN. R1 k z _ / REMOVE & DISPOSE OF / REMOVE CONCRETE ; I I «� 1 y q a _ _/ 4 / / m REMOVE CONCRETE S \ T \ / MANHOLE & FES CURB & GUTTER I ` 2 �� CURB & GUTTER / -\ N REMOVE &DISPOSE I a1 I REPLACE EXISTING COVER� \� = v OF HYDRANT. NI 14 WITH NEENAH R-1733 ��\ \ 1►�� / I II� V4--- I °� %) ----- / REMOVE TREES AS m II lit I � REMOVE CONCRETE+ / / REO'D FOR CONST. o REMOVE &DISPOSE- SIDEWALK FOR �11 (TYP) AV / �1 OF GUARPOLE CONST. �ii ���CS I �\ I V / ryf\�f I o A Ilj ."�TI \ I �\ \ \A / //9 u� \ // ��\ �� ✓ \ i . �� REMOVE BRIDGE 3 'V r �TT \\ \V\ - �� AV/ II \\� / III 0 30 60 120 TT V ` SAWCUT & MILL BITUMINOUS \moo �V /� I / EDGE FOR DRIVEWAY1 - A �� \\V CONNECTION `.. ail 1 ��r\\\� I I I / /(IN FEET) T, �?x�o �—��— %II �.sI In -� ll :III A. I� II ��I AVA\\ ate VA� I I I -O o l/ \ /TT TT A 11-9 TT T,\ _��/�/ I III II \\\ \ A �� ga� \ �\ ��� CALL BEFORE YOU DIG \\ \ \,s VA A .l I. Cl o \ r , A \ ` � \\�� \ ��y \ / � \ ✓ � // �J a �/' `�f ,' v �� �, , III III / Know what's below. \ - A � Call before you I MI to z Zo W i _ Z N v Z Z Z U z z Z i LLI U) Q 0 J m J Z oM OLU U O Z � n — t/l W Ol n ZOD w a, 0 to n w X 1 V C Za F- � C Ch U) a� w x IT EL M m W F O Z 1�1 J 0 0 a aV) J a = V O W W 2� Q Z J Z(j) ,--I W o LU CV) az W z O Q W = p 0 Q 0 oZ U-) LU REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 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 Name: Damn 1.Wilke, P.E. Signature: -d7 jVga Date: 07/01/24 License #: 53182 C4 of 8 ---------------- _ v. C1 \ cm -e. s G _ _ — _ z---- -- <-- -L- --+j/ <- << --< <-< n n one oF= �nc SMI9" ° gn of e�B PARKING OMH��� EX. 10 FFT. --\UNDERGROUND BITUMINOUS ENTRANCE TRAIL 8 FT. VITUMINOUS TRAIL '1 SMH\X I ;S1 B FT. BITUMINOUS I /�Q TRAIL � ' \ 5) ' G� \ I QO SO- 4 u — — t-- -------------------------- 6 FT. CONCRETE WALK L J o � I, I I I I � ' 1 )1))�Vvi I jig fflfflHTFFFMHfflffl /hin 0 11 PROTECT EXISTING STOP SIGN do NO RGHT I S TURN SIGN T \ I° TT cv `FT l p -6 FT 'CONCRETE WALK ` F �I2- `. Ti I v EXISTING CHURCH �% a I �x III r j /%jam PATIOAVER % ✓✓ T, J o° T/ IVNIL It WALK IF F,� BUILDING SETBACK TABLE APARTMENT SITE ZONING FRONT REAR SIDE/INTERIOR SIDE/CORNER EXISTING — B-1 50' 20' 20'/40' 50' PROPOSED — R-4 40' 30' 5'/15' 40' CHURCH SITE R-1 40' 1 30' 10'/25' 40' DIMENSION TABLE APARTMENT SITE ZONING MIN. LOT AREA MIN. WIDTH MIN. DEPTH MAX. HEIGHT MIN. STRUCTURE LOT COVERAGE EXISTING — B-1 13,000 SF 100' 130' 35' 35% PROPOSED — R-4 3,630 SF 85' 120' 35' 25% CHURCH SITE R-1 14,000 SF = =1 35' 25% 1003 946.56 icim LEGEND EXISTING PROPOSED PROPERTY LINE -- I EASEMENT LINE - - - - BITUMINOUS PAVEMENT r --------- CONCRETE WALK PATIO PAVERS CURB LINE ___________ SANITARY SEWER --->--->- WATER MAIN - - - - STORM SEWER OVERHEAD UTILITY n FENCE WETLAND — - - — *BUILDING SETBACK GV GATE VALVE ❑ o HYDRANT I�C? SANITARY MANHOLE O STORM MANHOLE O SMH STMH GUARD POST G I LIGHT POLE q cc CLEANOUT o SIGN T TB TELEPHONE BOX ElELECTRIC ET TRANSFORMER ElTV TELEVISION BOX lHAND HOLE 0 EM ELECTRIC METER O a_ EP ELECTRIC PANEL El < TB TELEPHONE BOX El o SITE DATA B uT1uTY Box ❑ I EB ELECTRIC BOX o i �APARTMENT� UTILITY POLE g PROPOSED ZONING: R-4 GUY WIRE *BUILDING SETBACK ONLY SHOWN IF IT OCCURS OUTSIDE OF AN EASEMENT AREA TOTAL AREA (LESS ROW): 468,025 SF HARD SURFACE AREA: BUILDING: 54,273 SF 12% 66,786 SF 14% PAVEMENT: TOTAL: 121,059 SF 26% SITE PLAN NOTES PERVIOUS SURFACE AREA: 346,966 SF 74% 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE -CHURCH- BUILDING UNLESS OTHERWISE NOTED. TB 9 EXISTING ZONING: R-1 3. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED. TOTAL AREA (LESS ROW): 1,322,416 SF 4. TYPICAL PARKING STALLS ARE 9' X 20'. PARKING STALLS IN THE EXISTING KOHL'S LOT ARE 9' X 18% HARD SURFACE AREA: BUILDING: 91,609 SF 7% 5. TYPICAL DRIVE LANES ARE 24. PAVEMENT: 399,778 SF 30% � TOTAL: 491,387 SF 37% 6. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS AND Um_ BE INSTALLED WITH CAST IRON TRUNCATED DOMES. TVB PERVIOUS SURFACE AREA: 831,029 SF 63% 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR SIGNING AND STRIPING NOTES TO THE START OF SITE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR VARIATIONS FROM v 1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND THE PLAN. CURB UNLESS OTHERWISE NOTED. I 8. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR SHALL r BTB 2. SIGNAGE SHALL INCLUDE SIGN, POST, HARDWARE, PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS AND EXPANSION ❑ CONCRETE FOOTING AND STEEL CASING (IF JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES PER THE REQUIRED). FOLLOWING REQUIREMENTS: a 3. PARKING LOT STRIPING SHALL BE 4" SOLID WHITE CONTROL JOINT MAX. SPACING: WALKS-8' O.C. T PAINT. ALL OTHERS-10' O.C. m m 4. ALL HANDICAP STRIPING, MARKINGS AND SAW CUT CONTROL JOINTS MINIMUM j CONCRETE THICKNESS. CROSS -HATCH SHALL BE 4" SOLID BLUE PAINT. EXPANSION JOINTS MAX. SPACING: WALKS-24. O.C. pl r 5. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON *ALL OTHERS-40' O.C. - UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) FOR RETRO REFLECTIVITY AND INSTALLATION. *AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS AND/OR WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT, AN a� EXPANSION JOINT SHALL BE PROVIDED. I PARKING SUMMARY DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. -..........(I� Is jm I-APARTMENT� STANDARD SURFACE STALLS ......•• •101 ADA ACCESSIBLE SURFACE STALLS. .......... 4 it UNDERGROUND STALLS....................131 Q{ TOTAL STALLS ..........................236 �I -CHURCH- N �1 STANDARD SURFACE STALLS ...............819 ADA ACCESSIBLE SURFACE STALLS ........... 53 7 I 1...r...r.. rl TOTAL STALLS ..........................872 II I 0 50 100 200 t`I (IN FEET) 1. Minnesota Department of Transportation Geodetic GSID Station No. 101265 (MnDot Name 6205 C) - Elevation 909.15 It. (NAVD88) 2. Ramsey County Benmark No. 9059 - Elevation 962.42 ft. (NAVD88) CALL BEFORE YOU DIG Know what's below. Call before you dig. J Q Z_ W i Z N U Z Z Z LU i U l7 G > W W Z i to Q p J m J Z o< O U O Z LU != II at n � Kn ui Ol r\ z w a' a, 0 to n w X w V C <o z C 01 Nar w = a IL Nl w ro F I/ O Z Q 0 O Q Q C: a � W 2 V W C: Q O Z J Z � ,--I LU o G LI azln W z 0 > LULI = p LUC) 0 Z o U-) W REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 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 Name: Damn 1. Wilke, P.E. Signature: -d7N//�/ j Date: 07/01/24 License #: 53182 C5 of R7m=.925 3 Rim 928.8 / Inv (E) 921 9 COUN19y,GRIGH " 36 RCP Inv (5E)=9220 , v nv. (W) 9211 �1U7 0 (� _ / c V � 96 � Inv. (W)-9217 1 � - 36 InP. 777 Rim=928.0 - _ __ ----------------- 0-- - I N =L -- O `moo i- Inv (E)=920.6 /aF.--1 - ___ __ - <- __ _-� ------------------- __ --- --- Inv. (SW)=920.5 ,- P _ -1-- - SMH ._Rim=920.8 Z_- 15,,. Rcp i. I` .Rim=925.1. Gas Marker; IH., pl v /4 _�11 -- _____ --t' <ea_-svG-_-< Rim=c - --�-- cB�---- 1nv:i9P7.3 -��- -�-_- --_-� -Inv 921.13 -- _�- --- -.( -- --+_. _+----_+-� +- --- _. - R--. ---1-<C-.7 - -- -- - --- _--- - ` 8„ v�'-__< o Inv.-9 8„ Vcp L P 18" Rcp- x // __«ram T 8» Vcp I i 8 c---<---<---<-- <---<-- < -1r <IH -<- - -- --<---<---<-- s Rim=931.4 - V s �, s i Ir I 11e" Rcp -ill ❑ ' ¢`� Inv.=9«rJ� _ _ Inv 916.6 ooLnnl ne `$- one one one he one one One `7ems one one one one one one one `$-ail anel a�� III ane I� ane ane ane ane ane one one ane one $ one one - =^� one one n`�� r30" Arch Rcp - - - - - - L - - - it II - m -----� II v.= 20.6 I .ill Ili f , II T -7 -- � -----------� Him=925.T 1 p II T I Inv.=913.0 I lI�I 6.5 EX. 10 FT. `� 5.1y! 1 / 0 20 40 80 BITUMINOUS \ UNDERGROUND w 25.6 TRAIL I °I /- __ PARKING ENTRANCE O1 1 - I IN FEET 8 FT ITUMINOUS 'PLOTT TT V \ `p / R5 \� 1 1 / FT. CONCRETE / / R66 1. Minnesota Department of Transportation Geodetic GSID Station No. 101265 (MnDot Name 6205 C) - Elevation 909.15 ft. (NAVD88) 2 Ramsey County Benmark No. 9059 - Elevation 96242 ft. (NAVD88) CALL BEFORE YOU DIG Know what's below. Call before you dig LEGEND EXISTING PROPOSED PROPERTY LINE -- EASEMENT LINE - - - BITUMINOUS PAVEMENT r ----- CONCRETE WALK r ' PATIO PAVERS CURB LINE --__-___ SANITARY SEWER ->--->- WATER MAIN ---- STORM SEWER --& -»t=t- OVERHEAD UTILITY ohu FENCE x WETLAND - - - - *BUILDING SETBACK GATE VALVE GV N HYDRANT o �CP SANITARY MANHOLE O STORM MANHOLE O sMH GUARD POST ' Q LIGHT POLE CLEANOUT co 0 SIGN TELEPHONE BOX TB El :LECTRIC TRANSFORMER ET ❑ TELEVISION BOX TV 0 HAND HOLE HH 0 ELECTRIC METER EM 0 ELECTRIC PANEL P ❑ TELEPHONE BOX TB El UTILITY BOX e ❑ ELECTRIC BOX EB 0 UTILITY POLE `a GUY WIRE *BUILDING SETBACK ONLY SHOWN IF IT OCCURS OUTSIDE OF AN EASEMENT AREA \ R60 � �� �D 2 / h (1� \ 1 1 O yAC �/ / 1 SIGN SCHEDULE (PER MMUTCD) SITE PLAN KEYNOTES \� 1. LANDSCAPE AREA. SEE LANDSCAPE PLAN. HANDICAP PARKING SIGN: R7-8m W/R7-8b (12"x 18") 8 FT �/J R5 / / k R9 NO PARKING SIGN: R8-3O (12"x 18") 2. 4" CONCRETE WALK. BITUMITNROUS\AIL �..' 1 �� G �G ,► / / �� \ 1 \� 1 0 I 3. MATCH EXISTING CURB & GUTTER/SIDEWALK/PAVEMENT. \ I 4. PEDESTRIAN CURB RAMP. R� ELEVATED iQ� ��OJ� G ® R 5. LIGHT POLE & BASE (TBD). 1 PATIO: p / 6. MONUMENT SIGN (PER ARCHITECTURAL PLAN). R 1 �QOPPp En/ QV PROVIDE ELECTRIC TO SIGN. (TBD) ry0 Q 6 CONCRETE,/ / ; v 1 7. ELECTRIC TRANSFORMER PAD. (TBD) g ALK R5 Q- 2 A "' 8. 6" CONCRETE BOLLARD. i9. RETAINING WALL. 126 1 11 II I \t II 1 I 1 \\5. I ' I II III \ O V 0 © F 00 'ad eD e0 a7 m m T TO T TO T T �Wo � •PLO 8 TYP. 4 Rio I I Rio �8. 668e868e6686668a -- 1 1 .A f T T 1 / 1 � I - -- 3 6 FT. CONCRETE WALK V c �1 1 I I I I I I I I I 1 I I 1 I I I I /�• J �Rim=924.3 � Inv. 920.8 c P A a I`-12" Pvc I N L •`1 <• .I 0 TTFFL 0 7� ++} 9 9 I SA TYF + `I 27.7 R 20 / Rim=929.3 7 / Inv.=925.0 � / i , yTT v°, A 3 �o Via.. .• .. _. '38 vO� �V A_-__�- / i Inv. 'W)=Off U ail le o\ \\ �o 6 Fvgi T. CONCRE 2 \ _ - - WALK `S"�� \\\ \ p\ ��\-___----- i 1 vR)s yam, Rim=923.6 v�� ' / 1%9 Ala Inv.=920.8 v __- v---- -- I 1 RSTV R$�D •III 4 R10 TFT -d-•ili I ��/jam / T / `T, O 1i 1 J Q Z_ W i IrZE N U W W 0 z z R Z > 111 F U U' tr > W W Z i z 1�q Q 0 m Z OQ O U O Z �n Kn � LL ui I't r` z w a' a, 0 to n U% w 0 X w V F- <0 z C 01 01 w rn = a IL Wl w ro F O N 1"1 Z Q 0 O Q C: a � LU 2 N � = W C: 2� Q Z J Z � ,--I LUo az LUz O Q LU = p WQ0j Z o U-) LU H REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 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 Name: Damn 1.Wilke, P.E. Signature: -d7 jVg Date: 07/01/24 License #: 53182 C5.1 of $ 6 FT. CONCRETE LK RS o Qg 1 / / 0 TT Cb O R�3 R3 Rg � I 115. 0 2—1f24-1-20 20—i-24+N-20 20—T-24+, r��2C 00 Na OD III Na aD In 00 aD OD OD Na N ad ® 00 I ad ad T T00 ad ad T T� 1 Rg RS �g cps, �h A ��0 AA—/R._ r i 18.7181818181818181B1B1BIBIBLBJBLBJ 6 FT. CONCRETE WALK I I I I I I I 1 I I I I � I v V I V 3P � I I l ° LEGEND/ TE � EXISTING PROPOSED PROPERTY LINE -- EASEMENT LINE - - BITUMINOUS PAVEMENT r CONCRETE WALK r °- F_- -- PATIO PAVERS CURB LINE ----------- SANITARY SEWER --> ->- WATER MAIN - - STORM SEWER »K2F- OVERHEAD UTILITY Ohl FENCE x WETLAND — - - — *BUILDING SETBACK GV GATE VALVE o HYDRANT SANITARY MANHOLE O STORM MANHOLE O sMH GUARD POST P O LIGHT POLE co CLEANOUT 0 SIGN re TELEPHONE BOX ❑ ET ELECTRIC TRANSFORMER ❑ TV TELEVISION BOX 0 HIT HAND HOLE o EM ELECTRIC METER o EP ELECTRIC PANEL ❑ re TELEPHONE BOX e El UTILITY BOX ❑ EB ELECTRIC BOX 0 UTILITY POLE b GUY WIRE "BUILDING SETBACK ONLY SHGWNIF IT OCCURS OUTSIDE OF AN EASEMENT AREA L <J Rim=924.3 c p Inv=920.8 ° �-2" Pve i 'I IIV--------------- I� � Lj ---------� = 75„ Rcp N �B--�<--�< -> 26 v c> 1 Vli 7� — _ ----- ----- � Ivll 'III / _V------- R1,g ^? 3 T7 CA 77,3773 T �' �A� + v + S + / 3 --- I � R5 9 9 / - iI TYF / n III ® / / 9 VI 1 27.7 — __�_ / �m1ll II VI 9GV / � � ♦ � i i' III I .. , GO �► N 20 / _�V ! N L PROTECT Vi g + RS / �' I EXISTING RIGHT fh i SIGN & NO RIG�IT <-- < --<-- TURN SIGN t s 16 o �24—��20 20��24��2 9.9 2 26 aD ai A a a' I n i v / m m SITE PLAN KEYNOTES cfi u� P 1 e16 i / 1. LANDSCAPE AREA. SEE LANDSCAPE PLAN. ao ad `' ad S ® N / L L � ' 2 4" CONCRETE WALK 0 o T '� - J Rim=929.3 � 4 Inv. —925.0 k %P \ a \ N o cv \\\\ O o A o V i +° ` Inv., W)=Off U ail le �V V TT/ 6 FT. CONCRE 2 0°� `v vo- WALK s. \ \ o\ p / -_____----- ---- - Rim=923.6 ° Inv.=920.8 �� _ EXISTING CHURCH EX. PAVER PATIO CONCRETE WALK 3. MATCH EXISTING CURB & GUTTER/SIDEWALK/PAVEMENT. 4. PEDESTRIAN CURB RAMP. 5. LIGHT POLE & BASE (TBD). 6. MONUMENT SIGN (PER ARCHITECTURAL PLAN). PROVIDE ELECTRIC TO SIGN. (TBD) 7. ELECTRIC TRANSFORMER PAD. (TBD) 8. 6" CONCRETE BOLLARD. 9. SOLID WHITE TURN ARROW SIGN SCHEDULE (PER MMUTCD) �A HANDICAP PARKING SIGN: R7-8m W/R7-8b (12"x 18") (B NO PARKING SIGN: R8-3a (12"x 18") 1-J To <,' / / I V � �i III VI;III I IIII VIIII 11 N 1VIIII T 0 20 40 80 (IN FEET) 1. Minnesota Department of Transportation Geodetic GSID Station No. 101265 (MI Name 6205 C) — Elevation 909.15 ft. (NAVD66) 2. Ramsey County Benmark No. 9059 — Elevation 962.42 ft. (NAVDBB) CALL BEFORE YOU DIG Know what's below. Call before you dig. J Q Z_ W i U Z E N Z Z > U C7�> W W LU F 1'/1 Q 0 m C Z o a O U OZ rn — W Ul U OOI r\ Z w as a, LU to to IU % w 0 x w V � <o Z c NO� w 2 a D. m ND ro LU 0 F"1 F"1 Z Q O 0 Q C: a � W 2U � N = W C: -p Q Z J H Z � ,--I LUo az w z Q LU = p i WQ0U Z o U-) LU REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 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 Name: Damn 1. Wilke, P.E. Signature: -d7 jVga Date: 07/01/24 License #: 53182 C5.2 of $ y - - --- --. - _ - 15 RCP. Rm=9300 __ _- -- -- CORE -DRILL MH & CONNECT V R m 929 8 i,, (m) 9232 W/WATER-TIGHT CONNECTION {9,53 C6 Hl� HWAY_gF 6 ReP R1-928e8 i,, ( 921 s =9oa2 24 RCP EX. IE 906.8-8" EX V- 2 Inv: (W) 921 J 1 - 36 RCP ---PR. IE 906.9-8" S 9zeo- --- - --------------- - -935.7 (FIELD VERIFY) - - - --- - - - -- -- --- _- - _� szo.fi T --- P -- -- __ -- ---- �< e" veP Inv 9068 - --- - --.. + - ----- - - -.-. -. . MH -- -_ C\ ..- J ----L ---- --- 1- -- ---- Rm=920.8 -../L 15' Rcp-7 F Inv.-90J - �� �` -- L F--9'S.1 --.- IuI 9213 I I i-- --- -1� +--_- _ _. G.; NWker T •:�. ..I��V (SW) 92Q5 � -1--B•rR-P --- ----- + 8,. VcP 18' Rcp- 3 f <C- y 1- y-' V P �� - LJ �< SMH Rim=9235 g -_`-� �]_<- V P -< < <-- _ <---< CLEAE -- <-- Z_ <-- �--<- <-- 8. V < --� -<-- � -<- y •µ."' - -<-- < -- �- - -- - < ll-. < --<---<-- 18 Roop- I v. 29 - 11 �T R 931.4 5 MH Inv. 9 fi.fi 906�D5 aM1e S H IieL/ M1 e ehe ehe ehe ehe S H he she she ohe hull ohe ohe oM1e of aM1e oM1e oM1e I oM1e oM1e _ -V 1 v= 206 35-6" PVC / N nv.=9s., -� - - - - -II 1 1_Rm=9257 I L O 1.0X � I _ 111 lii 1 f CUT INTO EXISTING INSULATE SAN SWR W/4" - WM & CONNECT RIGID POLYSTYRENE - - - - - - W/45*BE�8� CLEANOUT INSULATION - - EXTEND CULVERT. 8" G.V. & BOX IE 907.25 /�I `\ SALVAGE FES IF I n \�� (FIELD VERIFY) 80'-6" PVC CLEANOUT POSSIBLE. ®10R IE 908.74 CLEANOUT \♦ FES IE 920.4 \ \\ 1� 69'-6' P S IE 910.10 \ \ \ \ 8" X 8" TEE 01.0 - - - ♦ I / A W/8" G.V. & / r-, 68'-6" PVC / \ \ ` \ / L \ \ \ BOX 02.0% / \ / \..\ ,A I I \ 63'-6" PVC / ® 911.36 1 3 UNDERGROUND FlL ATION \g SYS M 20 ADS STORMTECH MC 3500 \ BTM SAND EL = 1910.50 BTM ROCK EL=/912.00 BTM CHAMBER EL - 912.75 TOP CHAMBER EL 916.50 A TOP ROCK EL/- 917.50 HN¢ OUT E.r = 913.70 \ 100 YR = 915.28 HYDRANT W/G.V. r \ t 6" X 6" TEE \ ♦ \ - GND. EL. 919.9 III 1 ` \ 1 I \ " /'i 45' jBENDS HYDRANT W/G.V. 8" X 6" TEE GND. EL. 931.3 6" REDUCER - STORM SEWER v A `♦ I \ \ a\\ - BEND �\ �f \\ Gov °O \J 22.5' \\v BEND V � \\� \Tq v \ 0 o A \ ° \ 45 & / 22.5' / \ \ BENDS HYDRANT W/G.V. \ ,i, 6" X 6" TEE \ GND. EL 922.9 x A \ Oo \ k \ J .v' V \J zoo ♦ \�, \J \ \ \ \ 0°4, \ HYDRANT W/V.V. 8" X 6" TEE GND. EL 927.3 STORM SEWER REPLACE EXISTING COVER NTH NEENAH R-1733 STORM SEWER 45' BENDS SUMP STRUCTURE 1 H \ STORMWATER POND 10 NWL EL = 915.00 \ 100 YR HWL = 919.07 1 I 1 i I I 1 � I 1 I I I I I I I LEGEND EXISTING PROPOSED PROPERTY LINE -- EASEMENT LINE - - - --------------------------- BITUMINOUS PAVEMENT [ - - 0 CONCRETE WALK PATIO PAVERS 45' 1 BEND 1 1 I- I 1 I � I i- Hm1 Ir I E> I L - - - - - - - - - I � V STORM EWE -- / v V LL v f REPLACE EXISTING COVER �o m-9293 NTH NEENAH R-1733 1 Rim 926J -Inv (W)=918.2 V / Inv (E) 919.4 V M Inv (Ok91111 I<21 Rc <\ GV J: 1m 93 o 0 8" X 6" TEE Ri =924.3 a 921 ,, \o\ STORM REPLACE WATERMAIN AS V A _ VSEWER REQ'D TO MAINTAIN A vVV \j\ °\� _ A_�__ --- i� y MINIMUM OF 7.5' OF COVER. \ ° \ i \Y-1 R'm=923.8 40 A t •.. vU Inv.=920.8 I 1 1 \ I I I I \ I II \ � I f I \ I I I I \V I 1 \ d \ tr 1 1 II SUMP STRUCTURE II II 84" CMP UNDERGROUND STORMWATER SYSTEM \ T\ BTM PIPE = 927.50 OUT EL = 931.50 H % �� J TOP PIPE EL = 934.50 ¢ �? 100 YR HWL = 934.08 �TTx •.11 1 i c HI Ii 11 r P ILI ���� ♦♦ F ' II V Ir.11 4 R ` F III ♦ i v/� ♦1 CURB LINE -__ ___ SANITARY SEWER >--->- ->- WATER MAIN -- STORM SEWER -»� >> DRAINTILE - - - OVERHEAD UTILITY ohu FENCE WETLAND - - - - *BUILDING SETBACK GATE VALVE GV HYDRANT o SANITARY MANHOLE O STORM MANHOLE O SMH GUARD POST G LIGHT POLE CLEANOUT cc o SIGN TELEPHONE BOX TB El ELECTRIC TRANSFORMER eT ❑ TELEVISION BOX 12 HAND HOLE HH 0 ELECTRIC METER EM 0 ELECTRIC PANEL 9 ❑ TELEPHONE BOX TB El UTILITY BOX a ❑ ELECTRIC BOX EB 0 UTILITY POLE g GUY WIRE "BUILDING SETBACK ONLY SHONN IF IT OCCURS OUTSIDE OF AN EASEMENT AREA UTILITY PLAN NOTES 1. SANITARY SEWER, WATER MAIN AND STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE CITY OF ARDEN HILLS STANDARD DETAIL SPECIFICATIONS & THE MINNESOTA PLUMBING CODE. 2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR ALL WATER MAIN AND FORCE MAIN. 3. A MINIMUM OF 2.0 FEET VERTICAL SEPARATION SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS. 4. ALL WATER MAIN WORK & TESTING SHALL BE COORDINATED WITH CITY OF ARDEN HILLS PUBLIC WORKS DEPARTMENT. 5. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED ELEVATIONS. 6. ALL WATER MAIN MUST HAVE CONDUCTIVITY TEST, HYDROSTATIC TEST AND BACTERIA TEST BEFORE THE PROJECT IS COMPLETE AND TURNED ON. 0 30 60 120 (IN FEET) 1. Minnesota Department of Transportation Geodetic GSID Station No. 101265 (Ml Name 6205 C) - Elevation 909.15 ll (NAVD68) 2. Ramsey County Benmark No. 9059 - Elevation 962.42 ft. (NAVD88) CALL BEFORE YOU DIG Know what's below. Call before you dig. J F Z_ W i U Z E N Z Z > Ix F U W W u' Z i 0 a 0 m Z 0Q O U O z LU / � U)001 ui r; Z w > V 0 ni n U l w X V C Za z C N w co = a rn 40 N 00 W O M r FI Z 0 ate+ Q Jpes Q VI c 2 to J U- ~ 2 W Fee ce O Z sel Isse Z U) ,I LU O Z az Ln Z �W a� W = p I-J W N O CDU Fee N Zcn LU Fel Cd r REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 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 Name: Dan 1. Wilke, P.E. Signature: jgiG/,y Date:07/01/24 License #: 53182 C6 of 8 :7. Rim=930 0- _- 9232 ( I \1 \ 955 3 R m 9289 "f/ Inv: (E) 927, 7 - - RCP ' V 11 GROWN �361 Rcp Inv (t -92P 0 11 Inv. (W) 921 1 36" Rep -----__--_ v --- _� -- --- -_ - ��-------- --------- --- �_ -- - « z< -«- -«--- -- _« R 92a0 «- ---- __- ----- -- --««- «-_ - --_ _ --- --- --- --- _ _ --- ---- - --- Inv E 9206 - / 9P93 -.- M _.-_ -. -- R'm=920.8- LLL>-7 ia... --.--FAFI- --r GOser��� I 1��I((SW) 9205. d 18 RcP-- ----.. H �V-_<Cydp,/ � _ _ _ I v.-9068- 1 - -� --- --- - VcP - Inv.=9235 ` --�_-�_� -� -- -�� --- - ----��+=-_9 +e:Lrzp <- - �RIT 931.4 h / 1 sMe 7 „n, - i Anne 11 one Ota Roo J nne one Berl -m =9 s.s n T ne ne ne one r _ Nnv.-915.1 _� �-- Iv fi .H - - ® �® �924� �i / ` � _ _ � � _ � � -\ , Rim-925. a \ II� ROCK CONST.- t S o ENTRANCE Mply \ �� •" e /y y!-/% --� \ \ DOUBLE SILT FENCE •t/�',� J // // / \ /// /���\ ��• / ? ® ALONG WETLANDS 91 1( r I 1 ,r,/ \ R( All, �.01/ typo/ \ \ \ \ \ \ L J / V L9gA , 9]fl(! 92, \ i _ I / / _ oN UNDERGROUND FILTRATION SYSTEM 20 1 r ADS STORMTECH MC-3500 , 1 I e• BTM SAND EL = 910.50 I BTM ROCK EL = 912.00 / I I I•' BTM CHAMBER EL = 912.75 • \ TOP CHAMBER EL = 916.50 / TOP ROCK EL = 917.50 OUT EL = 913.70 / I •14 100 YR HWL = 915.28 )DOUBLE SILT FENCE ALONG WETLANDS -&M`` \\ \ ) (TYP) l \ \v \ \ % ew slo. lW 9]00 SIM BW 9100 3� r \ \ / • \ \\ ar ,� , s S _T, I Lt 'yA� �9 ,ab / N-V I `936 .v. IMSS I�== I 9� / I • �� --92 w STORMWATER POND 10 ? o \ \ NWL EL = 915.00 \ -922_ 7N 100 YR HWL = 919.07 Ilk o s \ \ • I i_j =ZI-9,6 \ \ �A so I \ l SI FENCE J I \ \ \ v \ \r.� `4.l 9 /sIl I- - j(.. i DOUBLE SILT FENCE / ALONG WETLANDS (TMP) • RIm=929.3 1 / \/ cV. ROCK CONST.-' °o �� _ _ _ - �� ENTRANCE 9 _ ROCK CONST. _ _ AV%ENTRANCE \ 4 1 pp �In)zo� 1 - - - - - - - 938 L • \ 84" CMP UNDERGROUND II �i • e STORMWATER SYSTEM III BTM PIPE = 927.50 J ili L \ OUT EL = 931.50 y \\\\ TOP PIPE EL = 934.50 100 YR HWL = 934.08 I I I _II / �\\\\ -9r� \ \\ I m�V\� \ \� \ \\ \\ ` ✓�� / \14 A� v e ' li �� � �% v LEGEND EXISTING PROPOSED PROPERTY LINE -- EASEMENT LINE - - - CURB LINE ----------- BITUMINOUS PAVEMENT r 0 CONCRETE WALK - - PATIO PAVERS SANITARY SEWER --->--->- << WATER MAIN ---- STORM SEWER OVERHEAD UTILITY en DRAINTILE- FENCE x x WETLAND - - - - *BUILDING SETBACK GATE VALVE GV M HYDRANT o 50� SANITARY MANHOLE O STORM MANHOLE O sMH GUARD POST ° G LIGHT POLE CLEANOUT cc 0 SIGN TELEPHONE BOX re ❑ ELECTRIC TRANSFORMER ET ❑ TELEVISION BOX TV 0 HAND HOLE HIT o ELECTRIC METER EM 0 ELECTRIC PANEL 9 ❑ TELEPHONE BOX re El UTILITY BOX e ❑ ELECTRIC BOX EB 0 UTILITY POLE a GUY WIRE 1E' CONTOUR -9® 9f- SPOT ELEVATION (CURB ELEVATIONS OQ 0 00.0 ARE TO GUTTER LINE) x y TOP OF CURB ELEV. T 44.3 GUTTER LINE ELEV. G 43.8 E.O.F. EMERGENCY OVERFLOW 4040 X 000.0 SILT FENCE + • • • • • - ROCK CONST. ENTRANCE *BUILDING SETBACK ONLY SHOWN IF IT OCCURS OUTSIDE OF AN EASEMENT AREA GOVERNING SPECIFICATIONS 1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE CITY OF ARDEN HILLS SPECIFICATIONS. 2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. GRADING NOTES 1. SILT FENCE AND EXISTING CATCH BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND PAVEMENTS PRIOR TO THE START OF GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OF VARIATIONS FROM THE PLAN. 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED. 4. TURF ESTABLISHMENT SHALL BEGIN AS SOON AS POSSIBLE BUT IN NO CASE LATER THAN 7 DAYS AFTER GRADING COMPLETION. 5. ALL SLOPES 3:1 OR STEEPER SHALL HAVE MNDOT CAT.1 EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL N 0 30 60 120 (IN FEET) 1. Minnesota Department of Transportation Geodetic GSID Station No. 101265 (MnDot Name 6205 C) - Elevation 909.15 ft. (NAVD88) 4. Ramsey County Benmark No. 9059 - Elevation 962.42 ft. (NAVD88) CALL BEFORE YOU DIG Know what's below. Call before you dig. J Q Z W v 0 G Z F Ln U LU a) z Z > C i t9 tr > Ur u f W W in a 0 J m Z 0a O U O z w f Ln � L i ul Ln n ooi z w m a, V 7 ° M w log U 1 � o_ � 1 VTZ 0 o0j w ai a a e coILI t- Z 0 J W H a a J o a C F•1 Q p 0 = U Z W C: F•1 0 O [9 W Z J ZLU O CLU G LLf1 az W z .j W = p >�� 0 Q 0 Zoe LU t- REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 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 Name: Dan 1. Wilke, P.E. Signature: i'G1 Date: 07/O1/24 License #: 53182 c7 of 8 s m= 16 0. \ 36" Rap. Inv. (S\=9220.-,\ I .Inv. (W) 927.. 1. LEGEND 1-24" RCP Rcp V ��_- Y9 i 2 ��1-1 �Ll\Y �. G \ In-:. (W)=927 7 36" Rap _ _- _ __� _ _ - mmiiiivEXISTING PROPOSED --<��«-- - <---<<- - - -- --- - «-- - -«---« - «---« -«-\ «---« ___ --=c< \« Rim 928.0«---«---i« _ -« __`_____ -_�` _--- --- PROPERTY LINE « - « « ----- ____ ------ _____________ ------ -- ---- ---- - --- --- - - EA f---- �___ -- - EASEMENT LINE ______ ___ �_ --- -_ - --_ --L- ____ _____f _____ ___a^u'___ Tol Inv.. SW 920.5. o. l° ° -78'" Rcp. - 1�_. -<-- /--------- - ( ) i -------------- --_-�_ < , a. v.-9068 v i Inv: 9 7.3 L 15" Rc Inv=9273 -- - ---�__ --- -- -�_-_ -�- -- - - -- --I-- �80_-- - ---- ----- -- --- _ - L-- - - - -- - - = - � - \ BITUMINOUS PAVEMENT P zl-` � - -_�� - =� _ --� �- _ «- a -<-' L - - -92t1- 4 -« r - 8 "" Vc 8" Rap i ��� 8�--_ - - ---Z�_<`p\<---<-- _ / <� - --- --- -- - SMH - / --�yr--��� '-- <�-�<- <-- <-- t<-=1<--�< �-� -<-<- 26- J'- 1 Rap- ❑ E\n = a e = saw one one < < - 8 �< <_ <IF 931.4 - - - _ -e I j8" \ n 9 s.s / CONCRETE WALK -- •• -•°' ne �•L -�n�-�.�-�M1e one one olie-r�e�.-�4e Lh -'$ ane gone one -« oneanel oli� ane one one one one °,` n one ne / ane / L a J a ohe M1 h /_ _ _ �� _ PATIO PAVERS -----_T� - - 2i.5 e ----- - M e • - / N °, G I v = s \g Pi _ SANITARY SEWER ->--->- « •-�' ®• \ ee� �9z4 / i� .�\� ` a• \ II 7 • T / / WATER MAIN ---- •: ® ••••.e.® �Z?v/ �/ \ /J/ `\�--- �` \ II II 28�28.1 I• I / �` \ I / / STORM SEWER �-»� \• ®•• e ` « L 1 II 2-7 /) ( OVERHEAD UTILITY oh. •p ®• �•,Rs / x I / /--- / ( l DRAINTILE t t _yp� _ ®• iT I � w I I 27. � - -SILL FENCE- �-� � 1 t ®• / « / 2 * - (TYP)/ / 1 FENCE tttIF t AI / :•�-/�� / / r �• \ DOUBLE SILT FENCE \\ ' \ �j// ��� 11 / �2 46\v / /T // // / 1 \ \ WETLAND ---- �p/ (\ . •• n / / x ROCK CONST. / / \ ►BUILDING SETBACK /, •,• ®T--��- /� \ \ ALONG WETLANDS I /•/ C / ENTRANCE / / / \ Gv / t J / / /•••• ® / \ \ (T\'P) \ / •• 2 / / �/ / \ GATE VALVE HYo ❑ ry • • • h, J \ ♦ «•°/ << '/ • 1 \ / / I HYDRANT - - / Fit t t Lt �^ ®/� \ ® / \ / \ �'o ® ° ® / / / 1 \ / I SANITARY MANHOLE O /�? t t / / • \ I I • 0 / s 28.7 N • • :� STORM MANHOLE O SMH J /a gp4l %a•'•: • -e / 3.6 a� \ t �/� I•• �e�� ®� ®®s® ®® \ \ \ I / r 27. � \28.5 \ \ \ \ 11 \ / I GUARD POST Q // ®yew•®/ 9?s ®® \\ \ I /• •� 5.5 m 23. 9 `y$ \ \ f, LIGHT POLE t t 9ry 5.1 ••e. % \ / / L Oh g eTw 928.o B \ \ \ \ �\ 1 CLEANOUT o • r \262 \ \ 24. ••®• \ / ®®• �0• .10o ry0 928.o - \� \\ \ y \ I I �` SIGN Ta � / L ° • \\�� \/ /•« / / ( ry �hK 0 / O \�27. �� \29. \ \ L --J \, TELEPHONE BOX ET ❑ oaf / /� \ I ( •" \ �/ / \ 20.7 27 28 U \ \ ELECTRIC TRANSFORMER ❑ • •� \ 2 .5 ry0• • \��- ��L •®• \ / \ / 2 \ O'(° �� \ is I TELEVISION BOX 0 o�G / I �� �® •'� \ 9?a\ r �••••e•-�'• \ 1 V 29 p� \ \ \\ �p I I HAND HOLE 0 I ��� 6y6�/ ; \ \ \••\/ 9V� �° \ \-_�® •=_•®• / g1k \ / a 26!3 � i 29. \ \ Yv \ �I ELECTRIC METER Ep o B 9za.0 > ��\�$�/� /' \ � � � ELECTRIC PANEL ❑ Ta ZZ � j / \ 91� \ \ \ r \ 6• /\\ \ \ f \ TELEPHONE BOX JB ❑ / � \ 1 ®•• 26.0 \ \ A.r \ 2 / % / �a2 \ \ `I UTILITY BOX ❑ ••' \ N. \ �� _1sue / TIP -OUT CURB / r r / I L `I / c \ \ \ \ EUTILITYIC DOE Im o •• .1.aj / ,ip (TYP----- ) �/ / L ^' ^a)° ` \ .1 / / �9 ry6 V I / �!y . cc 29. ♦ \ \ I GUY WARE \\ f • \\ 4�, / / 9 \� r r O 27.5 ` 8.9 \ I 10' CONTOUR -920 92G- =��� \ \ 2' CONTOUR --ins-- -918- •a r /I\ URB ELEVATIONS J / 0 n�1•' 1 / LL - SPOT ELEVATION %\ / I y /.a s ���� L1��0 ' i 27.7 P7x" / a 8.8 �� A 3 1 \ / / ARECTO GUTTER LINE) =3- �Q--E__ �� 27.8 `� �/ ai \ TOP OF CURB ELEV. T 44.3 I 1 t �Da D� / ` \e / s� �, / 29 / QQ- `('/ / g GUTTER LINE ELEV. G 43.8 It m m� : V r \ I 1 E.O.F. I 0 N \ \a, \ %�q•/ / / a r r / / .8 9� �� \ 27.4� `27.8 28.2 / 30.5 x 3� 2 \ \I 1 EMERGENCY OVERFLOW 414, a000.0 t \er I ( r �' 26.5.-�� \ 8 .8 I 1 SILT FENCE a • • • • • - 1 tt 1 \I °� / / 27.0 i `7 g2 I ` ROCK CONST. ENTRANCE \ s ..9?F / G 31.4 r \ i r IN 8.2 29.5 1 •BUILDING SETBACK ONLY S1WMN IF IT OCCURS OUTSIDE OF AN EA ENT AREA UNDERGROUND FILTRATION t I\ _- 24.0 ` \ / 27.1 -9 r I I SYSTEM 20 / \ / f 2 .5 \ \ •h\ X.7 ADS STORMTECH MC-3500 tt 8 �`` h�G 31.17 / i rp BTM SAND EL = 910.50 It \ r�� r 28.8 27/ I lO � ° v V I I BTM ROCK EL = 912.00 Q r / I I BTM CHAMBER EL = 912.75 �r /7• i 31. j \ TOP CHAMBER EL 91.50 I 1 t6\ /F ry /r �j \ G 31.23 r / \ 27.6 928 TOP ROCK EL = 917.50 k r ° \ OUT EL = 913.70 1 • 9 • /ry- .r °' r7 9 \ / 100 YR HWL = 915.28 I I 1 l \ \ G 31.3 r o / ��-_�� 31.1 ' I \ \�•® Q 27.6 Z / 28.1-I r 31. ` I • litl G 31.2 1 �� °,i\0.0, / L' \ _ - \ \ / / l I I • \ N I Tx 27. .--- 9a I 31. s \ \�/ / \®Jl I n, G 31.2 % ,p / 7.7 d• s� 30.8 v �? ``�--� r ~�� /A ti' u I I m { 31.5 \�\ -\ ` ♦ \ : / I G 31.0 / \30. \ \- �• / r29.9 10 / 26. ` \ I 30. I 32.31 32.9 _ / °.. 1 •� 9 6 4• ~ r 1 I b I 30.2 _ \ •• I j G 31.3 - r 30.7 29 9 94 r 26.8 1 25.1 , 126-4" d l 24. 25.7 r I I 0 I I l 3 d I����ssti l �,� \ 1 DOUBLE SILT FENCE d to N a m m o I `� 2$, I ti• I 1 I l I < 32 1 ALONG WETLANDS � d � � q'Z I G 31.23 r•' �--- °' 9.4'LO ---- -91 \ ( (TYP) A •® I \ 20. i N i � X0.7 30. 29.3 26. s?e b"t 4 l 31 4 r1 \ A TM 9.0 •• \ I G 31.17 K BW SU 0.0 0\ I N .5 \ I 94F A 28.4929. \ N G31.1 � I � 1 ,o� ccl I ♦I A I 28.9 I 9.6 2a2 2T I 24.2 24 5 24.2 24.2 \ 24.6 2 9 25.2 s� I LK 1 932 00 ew 920 . II •• ;' I i9ry8 _ 24.8 2 9A._ << I �d 1 v •®° DA \. I • \ \ TW 920.0 \<\ ` BW 910.0 TW 911.0 i� • It BW 910.0� • bt \ % \ \ J 4,;� \ \ • ® 20.E •• m'm r• .or!o .nog NI \ o O N+a W 6 ,be \ \ \ •• rr \ i •I \ , \ \ _ T \ ' v \ ♦/1 v \ ` 9: 4 \ / 918-- 'V 25. 1 24 1 L. 4L43 1.4 « 23.7 24. 2LL 7 24.2 23.7 24.2 23.6 23.4 3 B� 24.2 3.1 o •, \ 24.8 4.8 23.9 G 24.2 4.2� 4 �\916Nw ll 9281, 30 i G 25.)/ 1 I I24.2 25.0- / I i I `-^4 k G 25.1 i/ \\ 1 I a l +•r^' I I 2: I to i \� \� J� El I I I 14 4 ,26.3 I 1 \ i •J. - ®•��� l 28.7 • - 29.6 ~ ROCK CONST. ; •j ENTRANC •• i 057 51 v 26.1 ,�` -00 i so 27.1 27.3 28.1 �, �« i Rim=929.3 `06. 2 im=926.7 Inv.=925.0 --I v. (VrD& 2 �� •' / L` (E)=919.4 ��� � Lo G 25(s\=9iq ! YY •-� \ a 29.6 L� / os� a -- « -< - r 3�3vA rm 9 I °vimA Via.• _ 3.B, oVV 930 -9'32 934 Xle �°`v,� 31 2 T/\ KG 26.8 / V ASV v� T 25"8 F\ qv In 216 I I °\ i I���� /i r I L -- - -- - - -- `936 _ 1.5 s 35. 34.8 a. 1 • 31/7. / 1. Minnesota Department of Transportation Geodetic GSID Station No. 101265 (MnDot Name 6205 C) - Elevation 909.15 ft. (NAVI 2 Ramsey County Benmark No. 9059 - Elevation 962.42 ft. (NAVD88) CALL BEFORE YOU DIG DOUBLE SILT FENCE ALONG WETLANDS (n'P) N 0 20 40 80 (IN FEET) Know what's below. Call before you dig. J Q Z W v 0 G Z FIn U al Z Z W C i U IY Z i W W in a 0 JIn m Z 0a O U O z w Ln EEL-ui 17r1 Ln n ooi a Z w m a, V ° w U1 49 2 U. VTLZ o DI III Ia si w m oS a a e co F Z 0 J W H a a J o 0 Q N 1••1 1- Ll. Z C 0 = Z W C: F•1 0 Q O W W Z J Z O LU CV) LLn az W z OQ� W = p 0 Q 0 Zoe LU REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY DJW ISSUE DATE 07/01/24 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 Name: Dan 1. P.E. Signature: gqW��ilke, dl Date: 07/01/24 License #: 53182 C/ .1 of $ s a 7 n 27.8 o ,v 1 ---\ I I / Lam_ T31.1-N-- �- : I I 31. 9.� 1 308 -779�? 7 7 C 30.� I 32.3 32.9 34.8 PRO 4 30.2 ' s j • •• / r / / _ 1 1 9.4 'O -�3 i - / /���- ® ®®®®®®®®®_®®_93'�� �--' `\` /�/ 1 IN �•,p.1 1 l 314 'jj` ®® %,eDOUBLE J(X28. 59/31. 1 %131�29932- �6•i'= � \ i/ SILT FENCE �v 6.3 . ALONG WETLANDS 35.6 • 17 29.6 ROCK CON T. ; •' / / / / / / / / / / 51 v ENTRANC •• i / 27.1 / 26.1 as i Rim=929.3926.7 r 27.3 31 ` Inv.=925.0 ( / 5.X3s.3 / s36� (E) 979.4 0 �� `�4 �� �� �� ` 29.6 o°v�� / / 35. / �< - ° V 30.6 cv. A t �� /� / �� `� m 37.8 im� �37 �[, g Z \ i g'T 37. 8�34°° 312 \� �� \ l G 26.6 T \ V `v30 TL -931. / / � � -� \ 1 \ 32.3 � �_--- _---- �.0 34.8 ' / 361 9pM1 34.2 / y i �g7� Rit1,','�Ya2 6 X 346 34,2----� -® ®�• , i / � �� � �' i 34.8• �/ 35. / I ,xv 35 •.�6.8 / / /� / \ II ` \ i • 35.A gyp i 37. - \ \`'IIiI /• ROCK CONST. A A ti ! • \ $ ENTRANCE i \ ^^ \ 936 38.2 84" CMP UNDERGROUND \ \ 100 YR HWL = 919.07 - / ii LEGEND ` STORMWATER SYSTEM \ \ I �� - \ \ EXISTING PROPOSED \ /' BTM PIPE = 927.50 I �® ���\\Oi �o c• \ \ \ \\ OUT EL = 931.50 s \ p \ \ \ PROPERTY LINE J tea\ ' - - - \ 3 TOP PIPE EL = 934.50 I • \ s� \ '�a?0 �'' \ .• \ \ ` \ i ' � EASEMENT LINE 100 YR HWL = 934.08 -P \ •• '°�� \ `� \\ \ \a+ No \ \ T,\\ CURB LINE __ -__ .•�\ \\ \ «� \ ❑ \ ? •. vat\ \\ \� \ o +\\\ \ \\ \\� BITUMINOUS PAVEMENT ��`� � \ • ® �•• i � \ \\ CONCRETE WALK \ \ • ® \ \\ \ \\ \ \ \ PATIO PAVERS/ • 3\ \ y \ \ \\ / T, \ \ •• \\ mi \ \ SANITARY SEWER --->--->- « /// • 3 � \� \\ \ \ // \ \ WATER MAIN �»- STORM SEWER ••• sVm N�Ce OVERHEAD UTILITY \E'✓�� ••• ���� g�0 / 1 DRAINTILE-•r-•r-•r- N v�•�•����\(���� FENCE avvV �J \\ �� • e m A � � / 1 WETLAND *BUILDING SETBACK - - - ����� � ��` 32� � � � \ // \ ° • \\ 9�ry / g 6 / / G \\ �\ \ \ • �a \ 1 9,5� gry0/ GATE VALVE HYD ❑ �< ` \.� / % \ \ \ • / \ \ \ • \� \;; v ; \ � \ \ • ®® \ Aso. • .� ,. N � g\ A\ \V \ \ \ v \ o v�� 4 a 8„ VcN-\ - - \F \ \� \ SM TV J\ y . ad 7 � 1 24.2 \ 24.6 { \ / ,-V" `�;Wa !4.2 9 25U_ yy.-- 928E > > / 930 c c c � � � in 2 . 4.2 25.0 / G 25.� p1 1 � � DvR" °. `il� n„ �� I G: I� G 25.1- 25.1 / G 5.1 f \� III _ i. • I II V / II a 25i.o 1 I \ / El I 24 4 24 -7 \ \ o \ • \ \ - - �2A \ �'\ STORMWATER POND 10 i I NWL EL = 915.00 \ 0 � jo+9 9.8 I � / 918- ,A L I 28.2 27. g2 24.2 245 24.8 24.2 s? -6 2 9 91 !. 1 24 I ` L4, 3 5 22 8 23.7 24. 23.7 « SL 1625 23.7 24.2 23.8 23.j 23.1 5 °., 5 g2A .2-Q3 -24.1 24.8 -24.8 23.9 - .9'1•1 ,915� HYDRANT SANITARY MANHOLE O \ / / STORM MANHOLE TM \ STMH GUARD POST G �� LIGHT POLE 0 20 40 80 CLEANOUT 0 % v v� SIGN ✓ // / / / TELEPHONE BOX �TB 0 N FEET) \ �� ELECTRIC TRANSFORMER ❑ TELEVISION BOX TV 0 HAND HOLE HH o ELECTRIC METER EM 0 ELECTRIC PANEL EP ❑ TELEPHONE BOX TB El UTILITY BOX B ❑ ELECTRIC BOX EB 0 UTILITY POLE Fm GUY WIRE - 10• CONTOUR -920 920- 2• CONTOUR -918-- 918- SPOT ELEVATION (CURB ELEVATIONS oQ.o 00.0 ARE TO GUTTER LINE) y TOP OF CURB ELEV. T 44.3 GUTTER LINE ELEV. G 43.8 E.O.F. EMERGENCY OVERFLOW ♦ ♦ X 0.0 SILT FENCE ® a a ROCK CONST. ENTRANCE f / / `� �// I /� �A �� �vy;�� vv % v i / /\\\\ v *BUILDING SETBACK ONLY SHORN IF IT OCCURS OUTSIDE OF AN EASEMENT AREA J Q ZIZM -T0 rx Z F N U N Z E > C i t9�> Ur u f W to W a 0 J m Z 0a O U O Z � WLn m EllL L T ^ a Z w m a, ocV o W log U 1 o o � 1 K V�Z O OM1 0. Kri a a UJ ^ MUJ F Z 0 J W H a o� a J o C p 0 = Z W C: F•1 0 ,w Q 0 W Z J ZLU O C G � � az w O cz Q G = p `W 0 Q 0 Zoe LU REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 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 Name: Dan I. Wilke, P.E. Signature: G1 Date: 07/01/24 License #: 53182 C7.2 of 8 s NO PARKING LIGHT DUTY PAVEMENT SECTION* 1.5" BITUMINOUS WEAR COURSE (SPWEA330B) TACK COAT R8-3a 2" BITUMINOUS BASE COURSE (SPNWA330B) RED ON WHITE 6" CLASS 5 AGGREGATE BASE, MN/DOT SPEC. 2211 (100% CRUSHED) 12" X 18" APPROVED SUBGRADE *LIGHT DUTY PAVEMENT SECTION SHALL BE USED FOR ALL PARKING AREAS ONSITE. FINAL PAVEMENT DESIGN TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. STANDARD DUTY PAVEMENT SECTION* 2" BITUMINOUS WEAR COURSE (SPWEA330B) TACK COAT 2" BITUMINOUS BASE COURSE (SPNWA330B) 8" CLASS 5 AGGREGATE BASE, MN/DOT SPEC. 2211 (100% CRUSHED) APPROVED SUBGRADE *STANDARD DUTY PAVEMENT SECTION SHALL BE USED FOR ALL DRIVE LANES ONSITE. FINAL PAVEMENT DESIGN TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. PAVEMENT SECTIONS CS 1 NO SCALE NSXMPCERO \ NON —SELECT J BACKFILL MATERIAL COMPACTED BACKFILL �U�� ra m NO SCALE VARIES 4 sic4 oN p CS NO SCALE R7-8m WHITE ON BLUE 12" X 18" R7-SbP WHITE ON BLUE 12" X 6" 2" DIA. GALVANIZED SCHEDULE 40 PIPE. EMBED IN CONCRETE FILLED BOLLARD. HEAVY DUTY HOPE DOME TOP YELLOW OR BLUE BOLLARD COVER 6" DIA. GALVANIZED SCHEDULE 40 PIPE EXPANSION FELT EMBED IN CONCRETE NOTES 1. BOLLARDS TO BE PLACED 12" BEHIND BACK OF CURB OR AS NOTED ON THE SITE PLAN. 2. CONCRETE FOOTING TO BE HELD BELOW FINISHED CONCRETE SURFACE. 3. CENTER SIGN AT HEAD OF PARKING SPACE NOT MORE THAN 96" FROM HEAD OF PARKING SPACE. 4. SIGN HARDWARE PER MANUFACTURER. CASTING SHALL BE MARKED SANITARY OR CO (CLEAN OUT) AS APPROVED BY ENGINEER FORD A-1 CASTING W/ \ PVC THREADED PLUG FINISHED GRADE 0.5' TOPSOIL GRADING GRADE VARIES PROPOSED FINISHED GRADE —EXISTING GRADE \ / 1 LIMIT OF SUBGRADE EXCAVATION SELECT BACKFILL MATERIAL OCTPgK ERLPV N V i OR Ooe cRFR.� NON —SELECT BACKFILL MATERIAL M AX gYFR COMPACTED BACKFILL 3.0' MAX. PVC 10.0' =ilk iu�-��N-��II II-- MIN. BOTTOM OF UNSTABLE MATERIAL MINIMUM CTION 1 % SLOPE LLTOP OF MULCH MINIMUM 2" BELOW TOP OF BLOCK WOOD OR ROCK MULCH (SEE LANDSCAPE PLAN) EDGER (SEE LANDSCAPE PLAN) SOD NO SCALE *CRITICAL* MAINTAIN POSITIVE GRADE AWAY FROM BUILDING TOP OF GRADE MINIMUM 6" BELOW TOP OF BLOCK GRADE SHALL DROP 6" MINIMUM 10' FROM BUILDING COMPACT SOILS ADJACENT TO BUILDING TO 95% STANDARD PROCTOR. USE JUMPING JACK COMPACTOR OR OTHER EFFECTIVE MEANS. WA 4" CONCRETE PAD NOTES: — ALL JOINTS SHALL BE SOLVENT WELD EXCEPT AS NOTED. — CLEAN OUTS ARE REQUIRED AT 100' SPACING AND AT CHANGE OF DIRECTION. — ALL CLEAN OUTS SHALL BE EQUIPPED WITH A FROST SLEEVE. 5 1 STORM 651 NO SCALE NO SCALE HEAVY DUTY HDPE DOME TOP BOLLARD COVER (PER OWNER) 6" DIA. GALVANIZED SCHEDULE 40 PIPE EXPANSION FELT EMBED IN CONCRETE NOTES 1. BOLLARDS TO BE PLACED 12" BEHIND BACK OF CURB OR AS NOTED ON THE SITE PLAN. 2. CONCRETE FOOTING TO BE HELD BELOW FINISHED CONCRETE SURFACE TO PROVIDE SMOOTH CONCRETE FINISH. DOWNSPOUT AIR �, GAP PROPOSED GRADE LS_ 6" PVC- 10"x6"� RISER WYE 10" PVC 6 —90 BEND 6" PVC LEAD (LENGTH VARIES) 7 1 DOWNSPOUT CONNECTION NO SCALE NO PARKING 4" STRIPING (TYP) 12" HIGH LETTERS HANDICAP PARKING SYMBOL (TYP) 3li6w MAX. A3fj 6" MAX. 12" PVC OUTLET. SEE PLAN FOR LOCATIO ;o d o. �- B - 1 1/2" or 2" C SLOPE TRENCH TC DRAIN TO OUTLET. o.a� o ' ago 12"-90* BEND MEASUREMENTS A = 23 7/8" B=2" C = 21 7/8" 12" PVC 1. TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS AND SHALL BE ACCORDING TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION) EXCEPT AS MODIFIED BELOW. 2. TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE MORE THAN 7 DAYS. 3. SEED: MnDOT MIXTURE 25-141 AT 50 POUNDS PER ACRE. 4. DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER 5. MULCH: TYPE 1 AT 2 TONS PER ACRE (DISK ANCHORED). 6. FERTILIZER: TYPE 10-10-10 AT 200 POUNDS PER ACRE. CS I NO SCALE J 1 z W V i Z i U Uj W z % Q z R z � C i U a a i us1:z n z z Z W N W Q O J m J Z Cr< O U 0 Z N W z .a W Q n 0 a w �i 0 LL V x ~° z °� N n Q m w a W W / n M f— Z 0 M M Gra 0 GLn Ln J a� W 0 M = W _ _0 L 2Q Z J J Z� C DO O G Ln az W z O Q LU = p >�� W N O 0 O U O ZT-'U-) W 0 oc REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW 6 DESIGNED BY: DJW E7 ISSUE DATE: 07/01/24 I hereby certify that this plan, specification or report was prepared by me or under my b direct supervision and that I am a duly s Licensed Professional Engineer under the s laws of the State of Minnesota Name: Dan J. Wilke, P.E. / Signature: 6/ m Date: 07/01/24 License #: 53182 a LC8 of 1. ALL SUBGRADE IS TO BE COMPACTED TO THE RECOMMENDATIONS OF THE GEOTECHNICAL EVALUATION REPORT PRIOR TO PLACEMENT OF TOPSOIL. 2. COMPACTION MUST BE MAINTAINED UP TO THE BUILDING FOUNDATION PERIMETER PER THE RECOMMENDATIONS OF THE GEOTECHNICAL EVALUATION REPORT. IN NO CASE SHALL COMPACTION BE LESS THAN 95% STANDARD PROCTOR ADJACENT TO THE BUILDING PERIMETER. 3. SUBGRADE SHALL BE COMPACTED SO THAT TOPSOIL SHALL NOT EXCEED A MAXIMUM OF 6 INCHES. IN NO CASE SHALL GREATER THAN 6 INCHES OF TOPSOIL BE PLACED WITHIN 10 FEET OF THE BUILDING PERIMETER. 4. DURING FINAL GRADING & PRIOR TO PLACING TOPSOIL WITHIN 4 FEET OF THE BUILDING PERIMETER, USE A JUMPING JACK COMPACTOR OR OTHER EFFECTIVE MEANS TO RECOMPACT THE SOILS ADJACENT TO THE BUILDING TO PREVENT SETTLING. GS.I I NO SCALE 2 PLACE 4"x 4" - 4' ABOVE WATER ROUGH IN EXTEND WATER SERVICE W/FLANGE 6" ABOVE FIRST FLOOR ELEVATION. FIRST FLOOR CAP SEWER SERVICES ±36" BELOW FIRST FLOOR. INSTALL 2" X 2" MARKING POST. 8" PVC SCH.40 90' BEND - 90` ELBOW - NO SCALE NO SCALE 6" DIP WATER I 7.5' MIN. COVER FOR WATER FOOTING COMPACTED GRANULAR 9ACKFILL 1 UNDER FOOTING - - STAPLE (TYP) FLOW DIRECTION NOTES: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER AND/OR SEED. 2. BEGIN AT THE TOP OF THE SLOPE (OR CHANNEL) BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKETS DOWN (STARTING DOWNSTREAM PROCEEDING UPSTREAM) HORIZONTALLY ACROSS THE SLOPE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH A MINIMUM 4" OVERLAP. 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH MINIMUM 6" OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 6. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 7. THE TERMINAL ENDS OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. GALVANIZED GRATE (SPLIT) 4"X4" OPENINGS 920.0 921.0 0 48" o DIA. ° r918.0 FLOW 12" RCP r915.0 915.0 NO SCALE WEIR WALL TOP ELEA 933.50 LOW 12" PE IE 931.50 NO SCALE 12„ RCP ORIFICE 48" DIA. NWL POND MIN. NEENAH CASTING R-1733 RE 936.00 e 4" ORIFICE XX - LOW 12" PE IE 931.50 NOTES: 1. 54" THRU 120" DIA. STRUCTURES ARE MANUFACTURED WITH BELL END FACING DOWN. 2. STRUCTURES ARE MANUFACTURED IN ACCORDANCE WITH ASTM C-478 AND WIDOT 611 WITH RUBBER GASKET JOINTS. 3. PROVIDE MORTAR FILLETS TO FIT THE BOTTOM PORTION OF PIPE TO DIRECT FLOW TO OUTLET HALF -WAY UP PIPE MINIMUM. 4. COVER SLAB DESIGN VARIES WITH CASTING. 5. REINFORCING STEEL SHAL BE PER ASTM C-478 AN WIDGT 611. A B C D E 48" 5" 64" 8" 8" 54" 5.5" 72" 8" 8" 60" 6" 78" 8" 8" 66" 6.5" 85' 8' 8" 72" 7" 92, 8, 8" 78" 7.5" 100' 8' 8" 84" 8" 106" 8" 8" 90" 8.5" 114" 8" 8" 96" 9" 120" 8" 8" 102" 9.5" 127" 12" 8" 108" 10" 132" 12" 12" 120" 10" 146" 12" 12" B � � A � � B E L D OVERSIZED HOLE o` FOR PIPE OPENINGS -p* TO BE FIELD GROUTED. VARIES IZAVAAZ 1 /2" R 3" R 3" R 1 , 3 3=_ 4 C _ a CURB a 7' A Q a Q \ a AGG. BASE 1 /2" R 6" NO.4 X 24" DOWEL SPACED 36" C-C NO SCALE NO SCALE NO SCALE BEDDING GS.I I NO SCALE AGO. BASE 12" * TIPOUT CURB SHALL SLOPE OUT AT 3/4" PER FOOT. MANHOLE casrlNG (SEE SPECS) 1" RUBBER ADJUSTING RING, NO MORTAR CONCRETE ADJUSTING RINGS 4 30 MAX. 8 MIL POLY 16" 6" CONCRETE COLLAR e e CATCHBASIN CASTING (SEE SPECS) P>6' 6" CONCRETE COLLAR CONCRETE ADJUSTING RINGS 8 MIL POLY NOTES: 1. USL MINIMUM OF 2 0.2' ADJUSIING RINGS, MAXIMUM OF 5-0.2' ADJUSTING RINGS, ALL SET IN MORTAR. 2. MANHOLE STEPS SHALL BE PER MNDOT PLATE 4180, TYPE W. STEPS SHALL BE LOCATED ON UPSTREAM WALL FOR PIPE SIZES UP TO AND INCLUDING 15" AND ON SIDE WALL FOR GREATER THAN 15". 3. LIDS FOR SANITARY SEWER SHALL BE MARKED "SANITARY" 1 "'^1CTED BACKFILL ,RSE FILTER AGGREGATE Bc = OUTSIDE DIAMETER OF PIPE COMPACTED BACKFILL 12" GRANULAR BEDDING 6" J to z Z_ o W i v Z E N LIJ Z LU Z i U Z 7 Z w ? F Z W U) W Q p J m J Z o� O U O z LU 5 / OI in ui LL ONI r\ Z w > OD a, oc V LU M U% w 0 x w 1 V C <a Z / C n Q cn Oi w x IT a M m M Frn O F�1 N fa U) 0 J = U) LU W C: 2 -a L Q L2 i 0 Z J Lft. r Z ri o LULU CV) G Z) 0 azLr) LU z 0 > LULn = p WQ0O oZ (j) W 0 F�1 REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 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 Name: Damn 1. Wilke, P.E. Signature: g -d J7N Date: 07/01/24 License #: 53182 C8.1 of NSPECTION PORT 12" OUTLET IE 913.70 3 NO GOAL E NO SCALE NO SCALE 3 I N.W.L. 70:1 x 10' onTT111 1 10 �_VARIES--� UNDERGROUND FILTRATION SYSTEM 20 ADS STORMTECH MC-3500 BTM SAND EL - 910.50 BTM ROCK EL - 912.00 BTM CHAMBER EL - 912.75 TOP CHAMBER EL - 916.50 TOP ROCK EL - 917.50 nI IT TI - 01 7 7n 3 18" INLET E 913.70 DRAINTILE @ 0.50% (MNDOT 3149) FABRIC PER ADS FILTRATION RATE: 0.8 FT/S RECOMMENDATIONS PROJECT SUMMARY CALCULATION DETAILS • LOADING = HS20IHS25 -APPROX. LINEAR FOOTAGE = 6011 STORAGE SUMMARY • STORAGE VOLUME REQUIRED = 23,100 OF • PIPE STORAGE VOLUME = 23,129 CIF • BACKFILL STORAGE VOLUME = 0 CIF • TOTAL STORAGE PROVIDED = 23,129 CF PIPE DETAILS • DIAMETER = 84' • CORRUGATION = 5x1 • GAGE =16 • COATING =ALT2 • WALL TYPE = SOLID • BARREL SPACING = 42' BACKFILL DETAILS • WIDTH AT ENDS = 12" • ABOVE PIPE = 0' • WIDTH AT SIDES =12' • BELOW PIPE = 0' NOTES • ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER OF RECORD PRIOR TO RELEASING FOR FABRICATION. • ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. • ALL RISERS AND STUBS ARE 2%' x Y' CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. • RISERS TO BE FIELD TRIMMED TO GRADE. • QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR. • BAND TYPE TO BE DETERMINED UPON FINAL DESIGN. • THE PROJECT SUMMARY IS REFLECTIVE OF THE DYODS DESIGN, QUANTITIES ARE APPROX. AND SHOULD BE VERIFIED UPON FINAL DESIGN AND APPROVAL. FOR EXAMPLE, TOTAL EXCAVATION DOES NOT CONSIDER ALL VARIABLES SUCH AS SHORING AND ONLYACCOUNTS FOR MATERIAL WITHIN THE ESTIMATED EXCAVATION FOOTPRINT. • THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO NOT REFLECT ANY LOCAL PREFERENCES OR REGULATIONS. PLEASE CONTACT YOUR LOCAL CONTECH REP FOR MODIFICATIONS. ASSEMBLY SCALE: 1" = 20' ^'• a:�i•ner•aw.es•xa•uelceer,er,. rwn•_ I�/ ° �I�\RlAIJ° DY035366 North Heights Apartments RImJBCTNe: 9,00o eEO.Ne: DAM see T/lsrso� •.nw..a.mw.,..,..wau,.e. ��••me • H r� �,� er�ic�lm: Dvo oIMk QVO n,.eraea.v...ir.mmwaa,.nw.o�.a �` r.`•emm""�`•°. _r.erw mow, �..+v•wn,..s anao,,.w•+naar �I�NTE ENGINEERED SOLUTIONS LLC �.�: ___ CMP DETENTION SYSTEMS Basin 30 vA "ewwaoo".w.os..•.w rran.m." o.on.."n www.CorrtechF9.cam 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CONTECH DYODS Saint Paul, MN r � """" m we,••..•ewe�eewin.awmu"i.en„m�r.e •o,.�.m."ems e.aw"•..• •°'a°""'"'ww'W1°'�0�"O'aiei••'�"e'0A DRAWING DETENTION SYSTEM elEerrro.: ,aaymi_rsv_y.e_aan i•re. ann•a.s 90D5,3�4STD00 573$157983X FA ,.oa.omn...m.eu DATE REV18ION DESCRIPTION BY33&„22 TABLE OF QUANTITIES RIPRAP AT RCP OUTLETS CLASS II d50 = 6„ CLASS III d50 = 9„ CLASS IV d50 = 12„ DIA. GRANULAR GRANULAR GRANULAR OF GEO- FILTER 12" GEO- FILTER 18" CEO- FILTER 24" ROUND L TEXTILE UNDER DEPTH TEXTILE UNDER DEPTH TEXTILE UNDER DEPTH PIPE FILTER APRON RIPRAP FILTER APRON RIPRAP FILTER APRON RIPRAP (IN.) (FT. I (SQ. YD. I (CU.YD.I (CU.YD.) (SQ. YD.I (CU.YD.) (CU.YD.I (SQ.YD.I (CU.YD.) (CU.YD.) 12 8 16.9 0.2 3.0 19.6 0.3 4.4 22.6 0.3 5.9 15 B 18.0 0.2 3.2 20.8 0.3 4.8 23.9 0.4 6.4 18 10 22.4 0.3 4.3 25.6 0.4 6.4 29.0 0.5 8.5 21 10 24.1 0.4 4.7 27.4 0.6 7.1 30.9 0.7 9.4 24 12 29.7 0.5 6.2 33.4 0.8 9.2 37.3 1.0 12.3 27 12 31.4 0.6 G.6 35.2 0.9 9.9 39.2 1.2 13.2 30 14 37.4 0.8 8.2 41.6 1.1 12.3 46.0 1.5 16.4 36 16 45.9 1.1 10.6 50.5 1.6 15.8 55.4 2.1 21.1 42 18 52.8 1.2 12.5 57.8 1.7 18.7 63.0 2.3 24.9 48 20 61.1 1.5 14.B 66.5 2.2 22.2 72.0 2.9 29.6 TABLE OF QUANTITIES RIPRAP AT RCP -A OUTLETS CLASS II d50 = 6" CLASS III d50 = 9" CLASS IV d50 = 12„ SPAN GRANUL GRANUL GRANUL OF CEO- FILTER 12" GEO- FILTER 18" CEO- FILTER 24" PIPE L TEXTILE UNDER DEPTH TEXTILE UNDER DEPTH TEXTILE UNDER DEPTH ARCH FILTER APRON RIPRAP FILTER APRON RIPRAP FILTER APRON RIPRAP (IN.) (FT.) (SQ.YD.I (CU.YD.I (CU.YD.I (SQ. YD.) (CU. YD.I (CU.YD.) (SQ.YD.I (CU.YD.) (CU.YD.I 22 10 22.4 0.3 4.1 25.6 0.4 6.1 29.0 0.5 8.1 28 12 29.5 0.5 5.7 33.2 0.7 8.5 37.1 0.9 11.3 36 14 37.3 0.8 7.5 41.5 1.1 11.2 45.8 1.5 14.9 43 16 45.9 1.1 9.5 50.5 1.6 14.3 55.3 2.1 19.0 51 1B 52.5 1.2 11.3 57.5 1.7 16.9 62.7 2.3 22.5 58 20 59.9 1.3 13.2 65.2 1.9 19.6 70.7 2.5 26.4 �♦�i . . -RIPRAP _901!2 IN *1 6O �y�� ��� M • ' 2' GRANULAR FILTER 5 GEOTEXTILE FILTER PLAN 2' RIPRAP • (D fib 5. I. • SECTION B-B NOTES: REQUIREMENTS FOR GEOTEXTILE TYPE, RIPRAP SIZE AND THICKNESS WILL BE DESIGNATED IN THE PLANS. PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE A SPECIAL DESIGN. O FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5'. O GEOTEXTILE FILTER, SPEC. 3733, SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIPRAP, GRANULAR FILTER MATERIALS. O DIMENSION E IS GIVEN ON STANDARD PLATES 3100 AND 3110. O GRANULAR FILTER, SPEC. 3601, MAY BE USED AS A CUSHION LAYER. PLACE FILTER PER SPEC. 2511. THE CUSHION LAYER IS INCIDENTAL. O GRANULAR FILTER OR RIPRAP, SPEC. 3601, TO EXTEND UNDER ENTIRE OPEN PORTION OF PIPE APRON. DEPTH OF MATERIAL UNDER APRON SHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP INCREASE RIPRAP QUANTITY ACCORDINGLY AND PLACE A 3" LAYER OF 1.5" CRUSHED ROCK UNDER THE APRON TO AID IN GRADING FOR APRON PLACEMENT. CRUSHED ROCK IS INCIDENTAL. APPROVED DECEMBER 9, 2013 STATE OF MINNESOTA SPECIFICATION STANDARD DEPARTMENT OF TRANSPORTATION REFERENCE PLATE 3100 NO. I_RIPRAP AT RCP OUTLETS 110 36013733 3133D NGINEER 2511 J z Z_ W CD a 0 fZ Z f N �? In Z Z> Iz f v 6 1 5 Z 7 Z w 2 f Z W to W Q O J m J Z oa o v 0 F O h � N w n Z W � a ocV F Fzx ° U/ Q w Q x LL V� Z O Q n Wco 2 et M a � 00 F Z 0 `N r N 16 O U Q � J N ,w yJ cc� r 2 (!1 LLI N W 2 -0 L Q N2 Yr 0 Z U J r Z Lo T--I LLI 0 S a z Ln w z Q = p `LI W N O 0 U o O Z 'q U) W NN Irr`r r REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: D3W DESIGNED BY: D3W ISSUE DATE: 07/01/24 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 Name: Dan 3. Wilke, P.E. Signature: Date: 07/01/24 License #: 53182 C8.2 of 8 V1 I" X 2" X 24" LONG WOODEN STAKES. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE SEDIMENT CONTROL LOG SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. QI 45' FLOW BACKFILL AND COMPACT SOIL FROM B"-1[ TRENCH ON UPGRADIENT SIDE OF .�•� SEDIMENT CONTROL LOG PLACE SEDIMENT CONTROL LOG IN SHALLOW TRENCH (1" TO 2" DEPTH) TYPES, STRAW, WOOD FIBER, OR COIR EMBEDMENT DEPTH 1" X 2" X 24" LONG WOODEN STAKES AS NEEDED. STAKES SHALL BE DRIVEN OVER THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE SEDIMENT CONTROL LOG STAKE POINTING UPSTREAM. 02 FLOW 45' 8"-10" EMBEDMENT DEPTH ,•`•'- TYPES: WOOD CHIP, COMPOST, OR ROCK SEDIMENT CONTROL LOGS POINT GEOTEXTILE FABRIC TYPE IV (SPEC. 3T31 ALONG BOTTOM OF RIPRAP •�•'i ROCK DITCH CHECKS FILTER BERMS TYPE 3 (ROCK WEEPER)OR FILTER TYPE 5 (ROCK) 03 FOR USE ON ROUGH -GRADED AREAS ONLY FOR USE OUTSIDE CLEAR ZONE 02 BOTTOM OF UPPER CHECK SHOULD BE SAME ELEVATION AS THE TOP OF THE LOWER CHECK TO PROVIDE FOR POOLING FLOW FILTER BERM TYPE 3 OR 5 —' (SHOWN) SPACING (Y) DETERMINED Y BY FORMULA (SEE NOTES) DITCH CHECK SPACING FOR ALL FILTER BERM TYPES COMPOST,SLASH REPP CATEGORY 25 (BLANKET) COARSE FILTER AGGREGATE MULCH, OR TOPSOIL "'j I" X 2" X 24" LONG WOODEN STAKES AT 12" MAXIMUM 12 SLOPE <TYPI CLASS ]I RIPRAP 1^ \ BLANKET ANCHOR TRENCH. SPACING. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF 4" X 4" TRENCH BACKFILLED OVER OF THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 CLASS I RIPRAP NATURAL WITH TAMPED DITCH EROSION CONTROL BLANKET 2' DITCH PROFILE 2' 2''y::;� DITCH POINT POINT NATURAL SOIL. DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. WATER PROFILE MIN• ,,.,, . f•,.•• PROFILE "B" Y "A' 10 FLOW —� ••'•' ai SEDIMENT CONTROL LOG TYPE WOOD FIBER 8,I REPP CATEGORY 25 4MIN' TYPE IV GEOTEXTILE 5' TYPE IV GEOTEXTILE 4" MINIMUM FLOW 8'MINIMUM WIDTH ALONG BOTTOM ALONG BOTTOM \ OF FILTER BERM OF FILTER BERM �J• •'� ••✓ •i TYPE 3 (ROCK WEEPER) TYPE 5 (ROCK) TYPE 1 (COMPOST). TYPE 2 (SLASH a V STAPLE BLANKET IN ROWS WITH 6" STAPLES AT IB" 0 8", 11 GA. STAPLES 4" MINIMUM MAXIMUM SPACING WITHIN ROWS AND 24" MAXIMUM MULCH), OR TYPE 4 (TOPSOIL) o SPACED 12" ON CENTER SPACING BETWEEN ROWS. TRAILING GE FILTER BERMS THY ICA E STAPLED APPROXIMATELY 6" FROMEDGE. TWO 2" X 2" WOOD STAKES OR °i REPP CATEGORY 25 6'WIDE MINIMUM Q REINFORCING BARS IN EACH BALE EMBEDDED 10" MINIMUM IN THE -_ - _ _ NOTES: ^ GROUND. FLOW - = STANDING FLOW - STANDING LO REPP = ROLLED EROSION PREVENTION PRODUCT. y - WATER s - WATER - 7 SEE SPECS. 2573, 3149, 3874, 3882, 3885, 3886, AND 3897. 'L QI SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF I'FOR DITCH CHECKS OR 2'FOR OTHER EMBED BALES 4" INTO GROUND 4„ y 6" STAPLES AT V O.C. APPLICATIONS. EMBEDMENT METHOD REPP (BLANKET) METHOD (ALTERNATE) 02 PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON a SLOPES OR AS NEEDED DUE TO OTHER FACTORS. STAKES SHALL BE INCIDENTAL. c BALE BARRIERS03 (DTO BE USED FOR CRITICAL PERIMETER CONTROL AREAS WHERE STANDING WATER OCCURS IS" MAXIMUM DEPTH). BALES SHALL CONSIST OF TYPE I MULCH OF APPROXIMATELY 141, X Is" X 361, LONG. BALES SHALL BE PLACED ON EDGE AND BUTTED TIGHT TO ADJACENT BALES. 04 INSTEAD OF TRENCHING, PLACE BALE ON THE REPP (BLANKET)AND WRAP BLANKET AROUND THE BALE. PLACE STAKE THROUGH BALE AND BLANKET. REVISION: STANDARD PLAN 5-297.405 2 OF 8 M11 TEMPORARY SEDIMENT CONTROL APPROV DI JANUARY S. 2020 --------- --- taIXAiF'-- MINN250TA APPROVED: I-8-2020 REVISED: FILTER BERMS,SEDIMENT CONTROL LOGS,AND BALE BARRIERS x „A"",s,: R� FNYYpNEIIT.L WIM DEPARTMENT OF I o STATE PROD. NO. (T.H. ) SHEET NO. OF SHEETS TI OIWAnox srATE N ENGINEER INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS I I.MY1, OM.,I., XIYV BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC. T' o I GROUND FILTER BAG INSERT (O (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX) e" USE REBAR OR STEEL ROD 411 FOR REMOVAL ( FOR INLETS WITH CAST CURB BOX REPLACE ROD WITH WOOD 2" X 4"). EXTEND 10" BEYOND GRATE 12' WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES OVERFLOW HOLES 12" X 4" HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) INGEST CATCH BASIN/ _ 0 MANHOLE N 1 SEDIMENT CONTROL INLET HAT gw c 12' �m - w m NOTE: THE SEDIMENT CONTROL BARRIER SHALL BE A METAL OR PLASTIC/POLYETHYLENE RISER SIZED TO FIT INSIDE THE CATCH BASIN/MANHOLEIHAVE PERFORATIONS TO ALLOW FOR WATER INFILTRATION: HAVE AN OVERFLOW OPENING, FLANGES AND A LID/COVER. REVISION: APPROVVEEDD,:,�2-28-2017 Rmr DRNRIIEXi.1L olriDn ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECU 50 PSI. ZIP TIE. JOI ROCK LOG/COMPOST LOG 3/16" THICK (MIN.) STEEL COVER 6" DIAMETER POLYETHYLENE 0 �21/2" 0 4 1 N II 0 2„ kv� TUBE RISER 0 ADJUST LEVEL OF FILTER x SOCK TO BE BELOW ROAD i i N SURFACE ELEV. 5Q SECTION (UP POSITION) TUBE l (MIN.) LATE PERSPECTIVE VIEW 3/16" THICK (MIN.) STEEL PLATE 0 0 0 0 ,,x SECTION (DOWN POSITION) SPACING POP-UP HEAD 5'MIN. LENGTH POST DROP INLET WITH GRATE 36" GEOTEXTILE REINFORCED WITH WIRE 1 r.`: �`:i �9 . NOTES - PLASTIC ASTIC ZIP TIES '^�"":. �;, s: SEE SPECS. 2573,3137,E 3886. 0 LB TENSILD HOLDS .<. �:Y.:;. Y: i DEVICES MUST BE ADJUSTED ACCORDINGLY AS TO NOT CAUSE FLOODING ON ROADWAY C(GEOTEXTILEIN PLACE i THAT WOULD IMPEED TRAFFIC FLOW. • ..: .. .,,.,.N ALL POSTS 1 ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886. PE 9 MULCH FINISHED SIZE INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. Q INSTALLATION NOTES: DO NOT PLACE FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES. MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. THE PLACED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN - - - - THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, GEOTEXTILE ANCHORAGE TO ACHIEVE THE 3 INCH SIDE CLEARANCE. LAY GEOTEXTILE UNDER Qq FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A TYPE 9 MULCH 12" OUT ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. 05 SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE FLOODING OF THE ROADWAY. © GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A SILT FENCE RING AND ROCK FILTER BERM HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT 113 or LESS AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-11 CA-3 GRADATION. STANDARD PLAN 5-297.405 4 OF 8 M11 TEMPORARY SEDIMENT CONTROL APPROVED: 2-28-2017 MINN250TA REVISED: STORM DRAIN INLET PROTECTION DEPARTMENT f STATE PROD. N0. (T.H. ) SHEET NO. OF SHEETS TIwNSPOWAnox D� ENGINEER SEDIMENT CONTROL LOG TYPE REPP (BLANKET) SYSTEM 40 O SEDIMENT CONTROL LOG TYPE WOOD FIBER, OR TYPE COMPOST 05 FOR USE ON ROUGH GRADED AREAS PUBLIC ROAD RADIUS AS REQUIRED 0 SLASH MULCH. CRUSHED ROCK, SHEET PAD, OR O OTHER PER SEDIMENT04 SPECIFICATION. TRAP SURFACE OW ENTRANCE WIDTH AS REQUIRED SLASH MULCH, CRUSHED ROCK, OR SHEET PAD CONSTRUCTION EXIT 05 07 HIGH STRENGTH GEOTEXTILE FABRIC (TWO LAYERS SEWN TOGETHER TO FORM POCKETS) TRAFFIC FLOW MIN. 2" DIA. HIGH TENSIL REINFORCED RIBS SHEET PAD c y NOTES: REPP = ROLLED EROSION PREVENTION PRODUCT. SEE SPECS. 25T3.3601.3733.3885.3886 6 3689. FOR DITCH CHECKS. PLACE SEDIMENT CONTROL LOG PERPENDICULAR TO FLOW AND IN A CRESCENT SHAPE WITH THE ENDS FACING UPSTREAM. APPROXIMATE SPACING BETWEEN EACH DITCH CHECK SHOULD BE DETERMINED FROM THE FOLLOWING SPACING FORMULA. DITCH CHECK HEIGHT (FT.) APPROXIMATE SPACING OF DITCH CHECKS (FT.) = Y = X 100 X CHANNEL SLOPE (D POINT "A" MUST BE A MINIMA OF 6' HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS. 02 ROCK DITCH CHECKS PLACED WITHIN THE CLEAR ZONE ARE TO BE 18' OR LESS IN HEIGHT. A L6 APPROACH AND DEPARTURE SLOPE SHALL BE PROVIDED. © DITCH GRADE 3X - 5X, MAX. FLOW VELOCITY 12 FT --AC. Q DITCH GRADE LSX - 3X. MAX. FLOW VELOCITY 4.5 FT./SEC. © DITCH GRADE LSX - 3X. MAX. ROW VELOCITY L5 FT./SEC. PUBLIC ROAD 10 F. MIN. RADIUS AS REQUIRED O CORRUGATED STEEL PANELS GEOTEXTILE FABRIC TAPER EDGES AT 1:1 'C CROSS SLOPE 3X OR FLATTER A- 10 FT MIN. 6" MIN. DEPTH OF 1" TO 2" A CRUSHED ROCK OR SLASH MULCH GEOTEXTILE FABRIC TAPER EDGES i AT 1:1 6" MIN. INPLACE GROUND REVISION: SLASH MULCH OR CRUSHED ROCK APPROVED:2-28-2017 - Rmr DlrwalExru olriDn SLASH MULCH, CRUSHED ROCK, SHEET PAD, OR OTHER PER SPECIFICATION. ENTRANCE WIDTH AS REQUIRED RUMBLE PAD CONSTRUCTION EXIT OO 07 M3 STANDARD PLAN 5-297.405 1 5 OF 8 APPROVED:2-28-2017 MINN250TA / REVISED: DEPARTMENT / I TIwNSPOFAnox srATE D N ENGINEER STATE PROJ. NO. 6" MIN. DEPTH OF 1" COMPACTED SOIL TO 2" CRUSHED ROCK OR SLASH MULCH RUMBLE PAD NOTES: SEE SPECS. 2573 9 3882. 1Q MINIMUM LENGTH SHALL BE THE GREATER OF 50 FEET OR A LENGTH SUFFICIENT TO ALLOW A MINIMUM OF 5 TIRE ROTATIONS ON THE PROVIDED PAD. MINIMUM LENGTH SHALL BE CALCULATED USING THE LARGEST TIRE WHICH WILL BE USED IN TYPICAL OPERATIONS. Q PROVIDE RADIUS OR WIDEN PAD SUFFICIENTLY TO PREVENT VEHICLE TIRES FROM TRACKING OFF OF PAD WHEN LEAVING SITE. 3 IF RUNOFF FROM DISTURBED AREAS FLOWS TOWARD CONSTRUCTION EXITS. PREVENT RUNOFF FROM DRAINING DIRECTLY TO PUBLIC ROAD OVER CONSTRUCTION EXIT BY CROWNING THE EXIT OR SLOPING TO ONE SIDE. IF SURFACE GRADING IS INSUFFICIENT, PROVIDE OTHER MEANS OF INTERCEPTING RUNOFF. 40 IF RUNOFF FROM CONSTRUCTION EXITS WILL DRAIN OFF OF PROJECT SITE. PROVIDE SEDIMENT TRAP WITH STABILIZED OVERFLOW. 50 IF A TIRE WASH OFF IS REQUIRED THE CONSTRUCTION EXITS SHALL BE GRADED TO DRAIN THE WASH WATER TO A SEDIMENT TRAP. © MINIMUM LENGTH OF RUMBLE PAD SHALL BE 20 FEET, OR AS REQUIRED TO REMOVE SEDIMENT FROM TIRES. IF SIGNIFICANT SEDIMENT IS TRACKED FROM THE SITE, THE RUMBLE PAD SHALL BE LENGTHENED OR THE DESIGN MODIFIED TO PROVIDE ADDITIONAL VIBRATION. WASH -OFF LENGTH SHALL BE AS REQUIRED TO EFFECTIVELY REMOVE CONSTRUCTION SEDIMENT FROM VEHICLE TIRES. Q7 MAINTENANCE OF CONSTRUCTION EXITS SHALL OCCUR WHEN THE EFFECTIVENESS OF SEDIMENT REMOVAL HAS BEEN REDUCED. MAINTENANCE SHALL CONSIST OF REMOVING SEDIMENT AND CLEANING THE MATERIALS OR PLACING ADDITIONAL MATERIAL (SLASH MULCH OR CRUSHED ROCK)OVER SEDIMENT FILLED MATERIAL TO RESTORE EFFECTIVENESS. TEMPORARY SEDIMENT CONTROL STABILIZED CONSTRUCTION EXIT (T.H. ) SHEET NO. OF SHEETS J Q Z W a Z OYZf V Z Z W OC f V c�Iz> W Z i W ((A W 0 J M gn j Z 0Q O V O x LLI F h M W n a Z a; BD Rt Fe 0 n W V0 0 LL V ~° QN It d It IL M � 0 M F Z O r N -J 0 En a� C W I"I 2 W 2 p 2Q O Z V J J i ZLf) .-•I LLI O T a z Ln W z 0 > p \W L= / r W N O U O O ZT-'Lf) W F�1 r REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 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 Name: DGGaa�n J.W//��ilke, P.E. Signature: 9 d,i7A' Date: 07/01/24 License #: 53182 C8.3 of 8 GEOTEXTILE FABRIC, 36 IN. WIDE FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL FLOW 6 IN. MIN.- ROADWAY SHOULDER EMBANKMENT SILT FENCE WRAPPED AROUND TOE OF EMBANKMENT TOE OF SLOPE REVIS APPROVED: SILT FENCE ONLY Q4 — 5 FT. MIN. LENGTH POST AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC i PLASTIC ZIP TIES QCOARSE FILTER (50 LB. TENSILE) AGGREGATE LOCATED IN TOP 8 IN. 6 IN. SEE OPTIONAL METHOD DETAIL MIN. FLOW _y r aW IN. MIN. w p GEOTEXTILE FABRIC 5m 4 W SILT FENCE TYPE HI O (HAND INSTALLED) 5 FT. MIN. LENGTH POST 5 FT. MIN. LENGTH POST GEOTEXTILE FABRIC. 36 IN. WIDE AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC,36 IN. WIDE AT 6 FT. MAX. SPACING PLASTIC ZIP TIES STAPLES (TYP.1 (50 LB. TENSILE) LOCATED IN TOP 8 IN. FABRIC ANCHORAGE TRENCH. TIRE COMPACTION ZONE BACKFILL WITH TAMPED NATURAL SOIL FLOW FLOW FLOW 6 IN. MIN. FLOW —� r IN. � d W 11 2IN �� MIN. 2 m MACHINE SLICE W W OPTIONAL METHOD 8 IN. - 12 IN. DEPTH w SILT FENCE TYPE MS 02 (MACHINE SLICED) FUTURE BRIDGE - FUT RE BRIDGE --------------- rROADWAY SHOULDER _____ EMBANKMENT SAND BAG BARRIER 3 FT. SILT FENCE TO MEET '9R TO WATER SAND BAG BARRIER It2 T f COURSE. EXTEND 50 FT. BACK FROM TOE OF END SLOPE. TOE OF SLOPE HIGH ADJACENT SILT FENCE WITH SAND BAGS �5 INSTALLATION AT BRIDGE EMBANKMENT ADJACENT TO WATER SILT FENCE DISTRURBED SOIL, • ° WORK AREA DRAINS 0 STREAM • ° CONSTRUCTION •°° ° 920 • ° °SILT FENCE - CONSTRUCTION ° ° LIMITS 25' MIN. WITH ° , ° ° ° 10-20X SLOPE RADE , 9T0 ° o MINIMUM POSSIBLE I ° ° TURNING RADIUS = 10' (MAY BE LARGER WITH LARGER EQUIPMENT) V ° STREAM BANK OR TOE OF SLOPE ROADWAY SHOULDER EMBANKMENT SILT FENCE TO MEET SHEETING TOE OF SLOPE SILT FENCE WITH SHEETING ' a �c 6 IN. MIN. m SILT FENCE TYPE PA 03 (PREASSEMBLED) - FUTURE BRIDGE — —_---------5 ---------------1 EMBANKMENT OR WORK ROAD END SLOPE TEMPORARY SHEETING ADJACENT \Rl4 i TO WATER COURSE. EXTEND 10 FT. rF / BACK FROM TOE OF END SLOPE. SILT FENCE NEAR TOE OF FL ROADWAY SLOPE AND OUTSIDE OF CONSTRUCTION LIMITS VARIABLE l:TYPICAL LOCATION AT TOE OF ROADWAY EMBANKMENT SEE SPECS. 2573.3149 & 3886. 10 COARSE FILTER AGGREGATE (SPEC. 3149) SHALL BE INCIDENTAL. @ TO PROTECT AREAS FROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA: 1 ACRE. (I)TO PROTECT AREAS FROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA: 0.25 ACRE. 4Q WATER COURSE FLOW VELOCITY: STANDING. CONTRIBUTING SLOPE AREA: L/2 ACRE. @ WATER COURSE FLOW VELOCITYII TO 7 FT./SEC. CONTRIBUTING SLOPE AREAL ACRE. ©WATER COURSE FLOW VELOCITY18 TO 15 FT./SEC. CONTRIBUTING SLOPE AREA13 ACRES. PLAN VIEW PERSPECTIVE VIEW �� STANDARD PLAN 5-297.405 6 OF B TEMPORARY SEDIMENT CONTROL J-HOOK INSTALLATION /1 APPROVED:2-2$-2017 MINN2SOTA REVISED: SILT FENCE DEPARTMENT TI OF OIWAnox srATE o N ENGINEER STATE PROD. NO. (T.H. ) SHEET NO. OF SHEETS BREAK VC PIPE ANTIVORTEX ROD, 5/8" MIN. DIA., CONNECT TO STANDPIPE AND SET PARALLEL TO FLOW AWAY CONNECTION P PLAN VIEW CONSTRUCTION LIMITS STREAM B� OF SLOPE INSERT 1/3 DIAMETER OF RISER PIPE BREAK AWAY CONNECTION I I • I CULVERT STANDPIPE *RG ED ROAD EMBANKMENT E 1" HOLES SPACEDWITH 8" - 10" ON CENTILE 30 INLET END OF CULVERT (CSP.RCP..PLASTIC) CUT OPENING IN d + 12" STANDPIPE TO FIT HORIZONTAL PIPEFLOW id BREAK AWAY CONNE ELEVATION VIEW OF CULVERT INSTALLATION CULVERT STANDPIPE INSERT (D-RISER) d= CULVERT SIZE: 12" - 36" TIE ENDS INTO EMBANKMENT OR TIE FRONT WEIR SECTION TO APRON END TO PREVENT END -AROUND SCOURING SEDIMENT CONTROL LOG WEIR (COMPOST, WOOD CHIP, OR ROCK) d = CULVERT SIZE: 12"-36" REVISION: APPROV E D : 2-2,8--2017 Rmr DrvwaiExru oFTmA EMERGENCY SPILLWAY (FLOOD STAGE) —� 0 TOP OF RISER O O \ MIN. 1' BELOW 00 \ \ SHOULDER 00 O \ \NATION 0 0 0 0 00 0 0 FLOW LONGITUDINAL SECTION TIE ENDS INTO EMBANKMENT TO PREVENT END -AROUND SCOURING 0 WOOD PLANKS TIGHTLY ABUTTED TOGETHER AND AGAINST THE CULVERT END. SPILLWAY NOTCHED IN TOP PLANK. VARY THE NUMBER OF PLANKS TO CONTROL WATER LEVEL. WOOD PLANK WEIR SEDIMENT CONTROL LOG TYPE ROCK RIPRAP USED TO FILL ONLY TO TOP OF CULVERT PIPE 0 a o 0 0 0 o0e0 0° o0,e 000 0 000 pope 0 00 00 poop 0o0 0000 0 END VIEW CONTROL LOG TYPE ROCK NOTE:SEDIMENT CONTROL LOG TYPE ROCK MAY BE WRAPPED AROUND RISER TOP VIEW CULVERT STANDPIPE INSERT (D-RISER) �� STANDARD PLAN 5-297.405 8 OF 8 APPROVED: 2-28-2017 MIN N250TA I REVISED: DEPARTMENT TIwNSPo Anox srATE o� ENGINEER STATE PROJ. NO. NOTES: SEE SPECS. 2573, 3891 & 3893. FOR USE WHEN TEMPORARY PONDING IS NEEDED IN DITCH SECTIONS FOR SEDIMENT CONTROL. MANUFACTURED ALTERNATIVES LISTED ON MnOOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED AT NO ADDITIONAL COST. Q ROCK LOG OR SANDBAG TO HOLD STANDPIPE AND ACT AS A SEAL BETWEEN RISER PIPE AND CULVERT. 0 PLACE CULVERT APRON AND SLIDE TEMPORARY STANDPIPE INTO CSP OR RCP CULVERT. Q3 ALL GEOTEXTILE USED FOR CULVERT PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS. MEETING SPEC.3886 FOR MACHINE SLICED. Q4 ROCK LOG OR RIP RAP TO HOLD STANDPIPE AND ACT AS A FILTER BETWEEN RISER PIPE AND CULVERT. 05 HEIGHT OVERFLOW NOT TO CAUSE FLOODING OF ROAD OR ADJACENT PROPERTIES. TEMPORARY SEDIMENT CONTROL CULVERT END CONTROLS (T.H. ) SHEET NO. OF SHEETS SILT FENCE TYPE SO CRITICAL AREA (D CRITICAL STOCK PILE QI AREA n ACCESS \ SILT FENCE TYPE MS (MACHINE SLICED) WIRE OR THREE PLASTIC ZIP TIES BARRIER CRITICAL AREA (2 I• O O i STOCK PILE QI i w .r. U U SILT FENCE TYPE SO MMW ACCESS ROCK PAD (MINIMUM 6" DEPTH BY I HAUL TRUCK LENGTH AND WIDTH LONG) STOCK PILE CONTAINMENT B BARRIER MET METAL FENCE POST PROFILE VIEW TOP VIEW SILT FENCE TYPE SD (SUPER DUTY) BARRIER WITHOUT LOOP BARS R /��//�I/AEI/✓/jll li/li/_A �I.% LASTIC ZIP TIES FABRIC FLOW— PLACE GEOTEXTILE 4 TO 6 IN. o UNDER BARRIER TOP VIEW PERSPECTIVE VIEW SILT FENCE TYPE SD (SUPER DUTY) BARRIER WITH LOOP BARS SILT FENCE TYPE MS (MACHINE SLICED) ACCESS 1 STOCK PILE O CRITICAL AREA O SILT FENCE TYPE SO GEOTEXTILE FABRIC 36 IN. WIDE MIN. SILT FENCE TYPE SO� STOCK PILE 8-BUFFER MINIMUM, OR STEEP SLOPE AS DIRECTED BY THE ENGINEER STOCKPILE SEDIMENT CONTROL SILT FENCE TYPE SO STOCK PILE OR STEEP SLOPE CURB AND GUTTER PROTECTION SYSTEM SILT FENCE TYPE SO STOCK PILE OR STEEP SLOPE DITCH PROTECTION SYSTEM NOTES: SEE SPECS. 2533. 2573 & 3866. SILT FENCE TYPE SO USED TO PROTECT CRITICAL AREAS FROM SHEET FLOW, AND AREAS WHERE OTHER SILT FENCES CANNOT BE PLACED. MAXIMUM CONTRIBUTING AREA: 1 ACRE. PLACE SILT FENCE TYPE SO ALONG A CONSTANT ELEVATION. SILT FENCE TYPE SO CAN UTILIZE EITHER A CONCRETE, OR WATER FILLED, TEMPORARY MEDIAN BARRIER. Q1 PLACING STOCK PILES NEXT TO AN ENVIRONMENTALLY SENSITIVE AREA IS NOT RECOMMENDED. WHEN THERE ARE NO FEASIBLE ALTERNATIVES, PLACE SILT FENCE SO AS SHOWN OR AS DIRECTED BY THE ENGINEER. Q2 CRITICAL AREAS INCLUDE WETLANDS, JUDICIAL DITCHES, STREAMS, WATER BODIES, AND OTHER AREAS REQUIRING PROTECTION. Z Z_ o W a V Z IA Z Z LU f V i W i Z W (�/1 W J y m J Z 0a O V ull ~' O � 5 w In 41 M) W' n 0;Z CO to 19 LU 0 n W V� 0 LL / 8 � V ~° qN � W = tD IL M tD 00 F Z O N � O a� C a � i 2 � Uj N W 2Q O Z V J J i Z ,-I Uj O T L a z Ln LU z 0 > W = p W N O U O O Z 'i Lf) W 0 NN i REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 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 Name: Dan J.�Wrilke, P.E. Signature: d,4y/1// Date: 07/01/24 License #: 53182 C8.4 of 8 BACK OF CURB / I' 'I FLOW LINE O O" 0" 0 FRONT OF GUTTER A PERPENDICULAR /_� A &l - ___0 NON -WALKABLE OR S NON -WALKABLE OR WALKABLE SURFACE 4 O WALKABLE SURF FLARE FLARE O O D" I D" ® O A TIERED PERPENDICULAR C 7 -2 P//// 5 / / 1 O" 0" 1 O o I C PARALLEL CURB OR VAR. 4' 0" MIN. CURB AND RAMP REQUIRED IN GUTTER 1/4" R. 40.02'FT./FT. MAX. AND 50.083 FT./FT PREFERRED 6" CONCRETE WALK SECTION A -A PERPENDICULAR/TIERED/DIAGONAL CURB CURB GUTTE CURB OR CURB AND GUTTER VAR. 4' 0" MIN. 1/4" R. RAMP- REQUIRED LANDING >. a:::,_ . • • :.0.02 •FT./FT. AX. >0.02 FT./FT. AND 50.05 FT./FT PREFERRED 6" CONCRETE WALK SECTION B-B FAN REVISION. APPR ..OVED: 11-04-20 �. I- WALKABLE SURFACE Q T 6 2 O 5 O 2' MAX On S - 11 0" �n O W SURFACEKABLE OB 41 O, 7 O 3 S 0" 2 J\ / O 0" 5' AX `O 1 A� COMBINED DIRECTIONAL \ NON-WALKAE WALK OR WALKABI SURFACE WALK I ////// \ O Q NON -WALKABLE OR WALKABLE OO DIAGONAL SURFACE 2% MAX. 0' p AFTER ALL OTHER CURB RAMP TSHALL ONLY BE YPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL FAN@ NOTES: ----- LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION.AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%. AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2Y.. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK APPLICAA wETWHENFTHE INITIAL CRAMP RUNNING ISLOPEEIS OVER RS OX ]STANCE. ONLY SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.OX. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVELZHUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN 6 BELOW. TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2X)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 OF 6 FOR ALL SEPARATELY POURED INITIAL LANDINGS. WHEN SIDEWALK IS AT BACK OF CURB TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4'MINIM UM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING Y TO COVER THE ENTIRE PAR WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION D 3" MA%IMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WARNINGS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES 0" - 3" OFFSET IS ALLOWED. WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR. ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. O MATCH F 1 ULL HEIGHT CURB. O2 4'MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. O 3 3" HIGH CURB WHEN USING A 3-LONG RAMP 4" HIGH CURB WHEN USING A 4-LONG RAMP. O4 SEE SHEET 4 OF 6.TYPICAL SIDE TREATMENT OPTIONS.FOR DETAILS ON FLARES AND RETURNED CURBS. 5 DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4'MIN. LANDING AREA IF IT IS NOT O FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. O 6 THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DITECTION OF TRAVEL. (TYPICAL FOR ALL) 7 WHEN ADJACENT TO GRASS GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. CURB O IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS CONCRETE OR BITUMINOUS TAPERS LESS THAN 5% RUNNING SLOPE SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. 8 A 7'MIN TOP RADIUS GRADE BREAK IS REOUIRED TO BE CONSTRUCTIBLE. 9 PAVE FULL WALK WIDTH. ® "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL. © INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3" CURB HEIGHT. REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND &3% MAXIMUM IN THE DIRECTION SHOWN T AND THE CROSS SLOPE SHALL NOT EXCEED 2.OX. 1T T INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.OX AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ® LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX DEPRESSED CORNER 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT �� STANDARD PLAN 5-297.250 of s PEDESTRIAN CURB RAMP DETAILS APPROVED: 11-04-2021 MI 0e 0TA I REVISED: DEPARTMEM nwNSPO Anox srAre o x ENGINEER STATE PROD. NO. (TH ) SHEET NO. OF SHEETS FO 1OX SLOPE DIRECTIONAL RAMP WALKABLE FLARE 5'MX Q NON -WALKABLE SURFACE �y I BACK OF CURB 0" FLOW LINE 7 FRONT OF GUTTER 5 IF NON -CONCRETE BLVD.IS CONSTRUCTED AND IS LESS THAN 2' " ' " " " " " "' O IN WIDTH AT TOP OF CURB TRANSITION, PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB. STANDARD ONE-WAY DIRECTIONAL OO GRADE GRADE RAMP BREAK RAMP BREAK 1 1 MAX. 2.0Y. SLOPE MAX. 2.0% SLOPE IN ALL DIRECTIONS IN ALL DIRECTIONS 0 0' 0 DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB P I.MIN. 2.0%0% MAX VAR. RAMP NON -WALKABLE OR WALKABLE SURFACE 6" CONCRETE WALK BACK OF CURB 2.0X-3.0% FLOW LINE GUTTER SLOPE SECTION D-D FRONT OF GUTTER CURB FOR DIRECTIONAL RAMPS EXISTING �- ` �1/2" R. WALK � f\ x, ;;o 1 R. . VARIABLE .Fvi "` HEIGHT H `�: ; 6" « 2 V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS 1 '.EXISTING: � � _ 1/2" R. WALK , f 2?l.l. ,.;,,,,,,, 1" R. VARIABLE e. r HEIGHT H :t.. {,::�T, 6"ce.s « 2 V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS SEMI -DIRECTIONAL RAMP 03 04 OO 3'DOME SETBACK,4'LONG RAMP AND PUSH BUTTON 9'FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) 1/2" R. >'1„ V CURB INTERSECTION V CURB ADJACENT TO BUILDING OR BARRIER 4' MIN. LANDING 4'MIN. LANDING DISTANCE FROM APS PUSH B DISTANCE FROM APS PUSH BUTTON TO EDGE OF SIDEWALK 6" WIDE MUST NOT EXCEED 10 INCHES 6" WIDE BUTTON TO EDGE OF SIDEWALK V-CURB V-CURB MUST A NOT EXCEED 10 INCHES .2 1.2 6" WIDE 6' WIDE V-CURB V-CURB 4" PUSH BUTTON STATION POLE IS" WIDE BY 18' LONG 30" X 30" SQUARE B MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON 4" PEDESTAL POLE PEDESTAL FOUNDATION (LINE UP CENTER OF POLE (MUST BE FLUSH WITH PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. WITH THE BACK OF V-CURB) THE SURROUNDING WALK) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) SECTION B-B SIGNAL PEDESTAL & PUSH BUTTON (V-CURB) APS PUSH BU MOUNTING SP (SADDLE ADAI 18' WIDE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V-C SECTION A -A PUSH BUTTON STATION (V-CURB) CONCRETE CURB DESIGN V CURB HEIGHT H CURB WIDTH W <6" 4" x6" 1 6.. NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%. AND IF TF(E APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15-FROM THE BACK OF CURB. WITH 6'FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE. ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.OX. SECONDARY CURB RAMP LANDINGS ARE REWIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4-WIDE OR LESS 'THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN.OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER THE ENTIRE PAR WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION OF 3" MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WARNINGS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES 0" - 3" OFFSET IS ALLOWED. WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR.ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RADIAL DETF,4CTAr WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB, SEE NOTES �& �1 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. OI MATCH FULL CURB HEIGHT. Q 3" HIGH CURB WHEN USING A 3: LONG RAMP 4" HIGH CURB WHEN USING A 4' LONG RAMP. O 4" PREFERRED fT HEIGHT IN DISTANCE REQUIRED DISTANCE ETWEENRDOMES)WEEN DOMES) O4 THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. O 5 WHEN USINO CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS AND ADJACENT TO A WALKABLE SURFACE.DIRECTIONAL RAMP FLARES SHALL BE USED. SEE THE DETAIL ON THIS SHEET. © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB. IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS.WHEN ADJACENT TO PARKING LOTS CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. (2) MAX. 2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. OB 8X TO IOX WALKABLE FLARE. O9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. ® FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2'MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE.AND 5'MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM BACK OF CURB.A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. © RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. ® FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH.THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. ® THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. ® TO BE USED FOR ALL DIRECTIONAL RAMPS. EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. ® PLACE 2 NO.4 BARS 4 INCHES FROM SIDE OF FORMS WITH A MINIMUM 2 INCHES OF CONCRETE COVER ALONG EACH SIDE OF FLARE (INCIDENTAL). LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.OX MINIMUM AND 8.3X MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.OX. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN T AND CROSS SLOPE SHALL NOT EXCEED 2.OX. ®LANDING AREA - 4'X 4'MIN. (5' X W MIN. PREFERRED) DIMENSIONS AND MAX 2.OX SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT INSET A EXISTING SIDEWALK - - - - ---- LANDING RAMP I 0 © I I i RAMP i LENGTH -� _-_-_-_-_-_-_j VARIABLE I -_-_-_-_-_-_-_-_-_-_I HEIGHT H 6" I I I 1.5% 4.SY. i TRANSITION PANEL ®© I Q (VAR. I. I 6.0' I I (VAR.) I NOTES: INSET A A WALKABLE FLARE IS AN 8-10X CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS,USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. O1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. O ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A-E EXPANSION. LEAVE A MINIMUM I/2' TOP GAP AND SEAL WITH MNDOT APPROVED SILICONE PER MNDOT SPEC 3722. (a) THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS I -LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6' OR THE RUNNING SLOPE IS GREATER THAN 5%. DOUBLE THE CALCULATED TRANSITION LENGTH. Q TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP. OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.0%. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 1 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - W X 4' MIN. (5' X W MIN. PREFERRED) DIMENSIONS AND MAX 2.OX SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. OT TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. : LANDING : WALKABLE WALKABLE FLARE FLARE RAMP WALKABLE WALKABLE SURFACE 8-10% 8-IOX SURFACE FLARE m FLARE 2 1 2 71 PAVED FLARES ADJACENT TO WALKABLE SURFACE : LANDING : NON -WALKABLE RAMP ON -WALKABLE SURFACE SURFACE 8-]OX B-IOX CONCRETE CONCRETE FLARE FLARE I. MINIMUM 2 1 1 1 2 PAVED FLARES ADJACENT TO NON WALKABLE SURFACE : LANDING • // RAMP \\ NON -WALKABLE / \ NON -WALKABLE SURFACE // \\ SURFACE / 8-10% B-10Y. \ / GRADED GRADED \ FLARE m FLARE / \ 2 1 1 i 1 2 GRADED FLARES ) LANDING : CURB DESIGN V CURB DESIGN V SEE PEDESTRIAN RAMP SEE PEDESTRIAN APPROACH NOSE APPROACH NOSE DETAIL DETAIL NON -WALKABLE NON -WALKABLE SURFACE SURFACE 2 1 2 RETURNED CURB (3 TYPICAL SIDE TREATMENT OPTIONS D INSET B VAR. RAMP 6" CONCRETE WALK O BACK OF EDGE OF LFRNT q' T 24" 1 8-12" INSET B OUTFLOW GUTTER Z i U W I a 0 r 8 2 S x i N 20' MAX. RECOMMENDED TO NOT AFFECT PARKING HOLD TANGENT 5' PAST ODTSIDE ZERO 1.3 MIN. TAPER1-1 (DOWNSTREAM SIDE] _�_/ FACE OF CUI FACE I MATCH INPLACE / PLACE DETECTABLE B/PROJECTED WARNINGS ENTIRE iF CURB WALK/PATH WIDTH DETECTABLE WARNINGS 11 NEAREST RAIL .a ..;.:. � °�� CROSSINGO °• 3" MINIMUM CURB HEIGHT, 4" PREFERRED I 4'8.5"11 SURFACE (MEASURED AT FRONT FACE OF CURB) I FOR A MIN.6" LENGTH (MEASURED ALONG FLOW LINE) I1�. . ,.U._.6_..._..... I [ I DETECTABLE EDGE WITH (D CURB AND GUTTER I PEDESTRIAN I GATEARM EDGE OF I ROAD I RAILROAD GATE ARM O DETECTABLE 5 I WARNINGS 5 IL.-4.5'-. -4.25' I� 8.75' 6 5 RAILROAD CROSSING 5 PLAN VIEW NOTES: EDGE OF INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3 INCH CURB HEIGHT. INCREASE CURB TAPER 6 ROAD LENGTH AT LESS THAN 8X OR REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT DETECTABLE EDGE WITHOUT CURB AND GUTTER RAISED OBSTACLES THAT COULD MISTAKENLY W TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN 8' LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. Ol O" CURB HEIGHT. SEE INSET A ON SHEET 3 OF 6. 2 FULL CURB HEIGHT. 3 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE . OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. //��j.. - O4 TYPICALLY USED FOR MEDIANS AND ISLANDS. S //��%/�///( /��� - _ _ _ ♦\ U\\\\\\,\� 8 OS WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED "'� i,\\ PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. �f�f�%/ 6 IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED 1' FROM �J�- O THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED -USE PATH TO PROVIDE VISUAL CONTRAST. i 7 ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE O 2' EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A CURB DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS. AND UNIFORMLY RISES DESIGN V TO A 3-INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT 1/2" R. CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH B B ACCESSIBILITY STANDARDS. TURF OR 6' VAR. 4' OB DRILL AND GROUT I - NO.4 12' LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER. CONCRETE TOP OF GUTTER A REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. o . O9 DRILL AND GROUT 2 - NO.4 12" LONG REINFORCEMENT BARS (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT CURB OO BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. T' SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB / 2' ® (LE. 6'LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN I" BELOW FULL HEIGHT CURB REFER TO SHEETS I & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. CONSTRUCT THESE SECTION A -A x ( TAPERS AT O"-3" AT 8-10Y., THEN LESS THAN 5Y. FROM 3" CURB TO FULL CURB HEIGHT. © NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12' MINIMUM TO 15'MAXIMUM FROM THE NEAREST O O A RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12'MEASURED PERPENDICULAR TO THE NEAREST RAIL. TURF OR 6" ® ® WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES CONCRETE TOP OF SIDEWALK OPPOSITE THE RAIL, 2'FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE ®CROSSING SURFACE SHALL EXTEND 2-MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. ©• h h/2 6 PEDESTRIAN APPROACH ® 3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. NOSE DETAIL ® SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE 8 3„ T BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. (FOR RETURNED CURB CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. SECTION B-B SIDE TREATMENT) ® EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. FRONT OF GUTTER INSET A INSET A INSET A FRONT OF GUTTER FRONT OF GUTTER OO 7O BACK OF CURB/ BACK OF CURB/ BACK OF CURB/ 1/4" FLOW LINE EDGE OF WALK 0 0 FLOW LINE EDGE OF WALK �� FLOW LINE EDGE OF WALK " 2-SX O4 Oq 1/4" 2-3% O O 1/4' 3Y. O O 4: .. - _., .. :. 4 In ,. ..,:. :a*.s: A. .1/4" 7" 1/4" 1/4" T" . �u 1.24" I 8-12" 24" D 8-12" 24" v 8-12" PERPENDICULAR Oi 'l NON PERPENDICULAR OO FOR CURB MACHINE PLACEMENT AROUND RADIUS 0 PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL (REGARDLESS OF RAMP TYPE) MILL VERTICAL SAWCUT BIT. EDGE O 5O O & O & 4 5 4 PAVEMENT 2" BITUMINOUS EXISTING BIT. REMOVE & REPLACE 11/ MIN. PAVEMENT MILL & PATCH PAVEMENT BIT. PAVEMENT 1/2" MAX. EXISTING BIT. . . . ..4 ... �:.. q * '.-. 4.:., q .-. ..:,. j. .-, ..:.. q ,-. I.:— �:. -: . . I . . .. I . . .. . . : _ = n. o. o . . . i e :.Q._." o!,. :., :. 24 MIN 24 MIN SAWCUT SAWCUT BIT. VARIABLE DEPTH CONCRETE PAVEMENT AVEMENT CONCRETE BASE EXISTING EXIS INSET A PTING BIT. 2" BIT. PATCH CONCRETE PAVEMENT PAVEMENT Q & O 4 1:3 MIN. TAPER ::.:i <.:: < <..... :.... :..... :,....'. 1.5 PREFERRED TAPER 9 " t (UPSTREAM SIDE) /2 -a"a.. a,�!.i oao:a:aa eQe aa: a�s :e 24 MIN ONLY ALLOWED PER ENGINEER'S APPROVAL II PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER 1 HOLD TANGENT 5' FOR USE ON CURB RAMP RETROFITS 11 PAST OUTSIDE ZERO ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT)® DIRECTION OF TRAFFIC MAIN STREET BACK OF CURB FLOW LINE FRONT OF GUTTER PERPENDICULAR A V - ~O NON -WALKABLE OR S NON -WALKABLE OR WALKABLE SURFACE 4 ��, LKABLE SURF FLARE Q 03 0" I o" ® QA TIERED PERPENDICULAR C 7 5 /� \l �V 0 0.. I o.. Q C PARALLEL CURB OR VAR, 1 4' 0" MIN. CURB AND RAMP REQUIRED LANDING CUTTER 1/4" R. 40.02'FT./FT. MAX. > 0.05 FT./FT. AND 50.083 FT./FT PREFERRED 6" CONCRETE WALK SECTION A -A PERPENDICULAR/TIERED/DIAGONAL CURB CURB GUTTE CURB OR CURB AND VAR. 4' 0" MIN. GUTTER RAMP REQUIRED LANDING 1/4" R. >0.02 FT./FT. AND 50.05 FT./FT PREFERRED 6" CONCRETE WALK SECTION B-B FAN REVISION. APPROVED: 11-04-20 .. �sw�. I ,4 i• i / / ________ - 7i ' % j% / LARGE RADIUS 20'-40'TYPICAL SMALL RADIUS �, 2'-10' TYPICAL COMBINED DIRECTIONAL (COMPOUND RADIUS) NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2X MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. (D FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE.RAMP TYPES INCLUDE. PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. (2) FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS & DEPRESSED CORNERS. Q BEGIN GUTTER SLOPE TRANSITION 10-OUTSIDE OF ALL CURB RAMPS. O4 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". OS ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. O 6 VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. 0 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. 0 SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. O9 DRILL AND GROUT NO.4 EPDXY -COATED IS" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1'MINIMUM FROM ALL JOINTS. ® HELPS PROVIDE TWO SEPARATE RAMPS REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. © CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE.CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. WALK WALK K///// \ 0 NON -WALKABLE O OR WALKABLE OO DIAGONAL SURFACE 2% MAX. 0��HALL ONLY BE ' p OTHER AFTER ALL CURB RAMP TUSEY PES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL FAN@ NOTES: ----- LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION. AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%. AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2Y.. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB WITH 6'FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE. ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.OX. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.OX. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL,HUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN TRAVEL,? BELOW. TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2X)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR.FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 OF 6 FOR ALL SEPARATELY POURED INITIAL LANDINGS. WHEN SIDEWALK IS AT BACK OF CURB.TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3-LONG RAMP LENGTH. 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN.OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER THE ENTIRE PAR WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK 'Y WITH THE EXCEPTION OF 3" MA%IMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WARNINGS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF.WHEN ADJACENT TO CONCRETE FLARES 0" - 3" OFFSET IS ALLOWED. WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR. ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. OI MATCH FULL HEIGHT CURB. O2 4'MINIMUM DEPTH LANDING REWIRED ACROSS TOP OF RAMP. O3 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. O4 SEE SHEET 4 OF 6. TYPICAL SIDE TREATMENT OPTIONS. FOR DETAILS ON FLARES AND RETURNED CURBS. OS DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4'MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL.(TYPICAL FOR ALL) O7 WHEN ADJACENT TO GRASS,GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS CONCRETE OR BITUMINOUS TAPERS LESS THAN 5% RUNNING SLOPE SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. 8 A T MIN TOP RADIUS GRADE BREAK IS REWIRED TO BE CONSTRUCTIBLE. 9 PAVE FULL WALK WIDTH. ® "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL. © INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT B-10Y. TO A MINIMUM 3" CURB HEIGHT. REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND &3% MAXIMUM IN THE DIRECTION SHOWN T AND THE CROSS SLOPE SHALL NOT EXCEED 2.OX. 1T T INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.OX AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. DEPRESSED CORNER X.. CURB HEIGHT �� STANDARD PLAN 5-29 PROVE of s PEDESTRIAN CURB RAMP DETAILS APPROVED: 11-04-2021 MINN250TA IREVISED: DEPARfMHJf nwN OF "An( srAre o�j_r_ ENGINEER._ NGINEER STATE PROD. NO. (TH ) SHEET NO. OF SHEETS J Q Z LLI V i FZ Z f W N . Z Z W a f V Gild W f Z Z W U) W m U) z CF C] 0 V 0D LU LU _ / 0 IIIIIIIIIIIIIIII H W La n � 04 Z W i .j 1z V _ r c ") ie W a V� o 00 _� V Ic at to W i a M 9 al J aD M W H Z O M ofu a--i 41 ^U^), W J I_ I_ M U) .- H W . N = W x-W1--K ^c V L Q Ce O Z V .j .j Z ,-I V/ W 0 LU cn/'� x 5 0 a z In O>z .j Q W = p > F--- Z:) W N O a0U � o I_ Z T I U) W Q Ce REVISIONS 1. 07/17/24 Per City Comments DRAWN BY: DJW DESIGNED BY: DJW ISSUE DATE: 07/01/24 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 Name: Dan J.��Wrrilke, P.E. Signature: G/ Date: 07/01/24 License #: 53182 C8.5 of 8 n N M 01 It rn N M m 0 M It co 10 O N M 0 Iv > M j) V 2 To: From: Date: Subject: Andy Brummer Trident Development Matt Pacyna, PE, Principal Transportation Collaborative & Consultants, LLC June 28, 2024 Trident Arden Hills Apartments Traffic Review INTRODUCTION Attachment E DRAFT REPORT TC2 was asked to conduct a traffic review of the proposed Trident Arden Hills Apartments development adjacent to the North Heights Church in the City of Arden Hills (see Figure 1). The site is bounded by Highway 10 to the west, County Road 96 (CR 96) to the north, and Snelling Avenue to the east. The site is generally vacant, although a portion of the existing church parking lot would be modified to accommodate the proposed apartments. The objectives of the review are to estimate the trip generation of the proposed development, qualitatively assess any transportation impacts to the adjacent roadway network, and identify potential improvements and/or considerations for the site. The following study background, assumptions, methodology, and findings are offered for consideration. Figure 1 Subject Site www.transportationcollaborative.com Trident Arden Hills Apartments Traffic Review I�:To]loll.]4 Q I]Z4gIMiliIgLlII June 28, 2024 Page 2 The proposed development is a 124-unit independent living multifamily apartment building designated for residents that are 55 years of age or older. The site is generally vacant, although a portion of the existing church parking lot would be modified to accommodate the proposed apartments. A total of 229 parking spaces are proposed for the apartments (i.e., 105-space surface lot and 124-space garage), which is compliant with City code (i.e., 1.1 space per efficiency and 1 bedroom dwelling units; 2 spaces for each 2+ bedroom dwelling units). The parking areas for the proposed development and church would be separated, but there could be the potential to share parking if needed. Access to the site is provided via the existing church driveway, which provides full access to CR 96; a secondary church driveway provides limited access to Snelling Avenue through a "No Right -Turn" sign restriction for exiting vehicles. The development is assumed to be completed in the year 2026. Trio Generation The trip generation estimate for the proposed development, shown in Table 1, was created using the ITE Trip Generation Manual, 11th Edition. The proposed development is expected to generate on average 25 a.m. peak hour, 31 p.m. peak hour, and 402 daily trips. Note that the a.m. and p.m. peak hours typically represent 7:30 to 8:30 a.m. and 4:30 to 5:30 p.m. The resultant site generated trips are illustrated in Figure 2, which is based on existing area travel patterns, the proposed site plan, and engineering judgement. Table 1 Trip Generation Summary Land Use Type (ITE Code) Size AM Peak Hour PM Peak Hour Daily In Out In Out Senior Multifamily Housing (252) 124-units 8 17 17 14 402 Traffic Impacts CR 96 is a 4-lane divided Minor Arterial roadway with a daily planning level roadway capacity of 28,000 to 32,000 vehicles per day (vpd); the current average daily traffic (ADT) volume along CR 96 is 18,850 vpd. Snelling Avenue is a 2-lane local roadway with a daily planning level roadway capacity of 8,000 to 10,000 vpd; the current ADT volume along Snelling Avenue is 1,100 vpd. Given the excess roadway capacity along both CR 96 and Snelling Avenue and the relatively low trip generation from the proposed development, the overall impact on area roadway capacity is expected to be minimal. In addition, the peak hour trip generation is not expected to significantly change overall intersection operations or warrant any geometric or traffic control changes. Therefore, no significant issues are expected as a result of the proposed development from an intersection / roadway capacity perspective. Note that the CR 961 North Heights Church access intersection is anticipated to eventually be signalized as part of the Rice Creek Commons Development, formerly known as the TCAAP redevelopment. Site Plan Considerations Based on a cursory review of the proposed site plan, the following items are offered for consideration: 1) Review proposed signage and landscaping to avoid creating any sight distance issues. 2) Confirm truck (i.e., garbage, recycling, delivery, moving, etc.) maneuverability to ensure adequate circulation is provided. Trident Arden Hills Apartments Traffic Review June 28, 2024 Page 3 3) Develop a shared parking agreement with the adjacent church, if needed. a. The reconfigured church parking lot, along with the potential additional parking spaces shown on the latest site plan, would result in a net decrease of approximately 15 parking spaces or about a two (2) percent reduction when compared to existing conditions (i.e., 840 existing spaces versus 825 proposed spaces). Further coordination with the project team, church, and/or City should occur to confirm the appropriate level of parking that should be provided. 4) Ensure a consistent sidewalk connection is provided between the proposed development entryway and the planned trail from the proposed development that would connect to the existing multiuse trail along the south side of CR 96. 1 � J f x- R 550701. 45% ��k tik s Z ' r a Round LakeAp Q T Colleen Ave Legend t-r k (© F 4b O .. ®APM Peak IT= verage Daily Trips / :� Attachment F FU Agenda Item — JA fi` IZEN HILLS MEMORANDUM DATE: August 7, 2024 TO: Planning Commission Chair and Commissioners FROM: Elena Fransen, Senior Planner SUBJECT: Planning Case #24-015 — Public Hearing Required Applicant: Trident Development, LLC Property Location: 1700 West Highway 96 Request: Preliminary Plat and Rezoning Requested Action Trident Development ("The Applicant") has submitted a land use application for a Preliminary Plat and Rezoning for the parcel at 1700 County Highway 96 ("Subject Property"). The Applicant is proposing to subdivide and purchase approximately 10.74 acres in the northwest corner of the Subject Property. The proposal includes a request to rezone the newly created lot from B-1 Limited Business District to R-4 Multiple Dwelling District in order to allow for the future development of an age -restricted (55+) active senior apartment community with a single three-story building. Comprehensive Plan and Zoning Code Requirements Minnesota state law requires that all communities within the Minneapolis -St. Paul metropolitan area update their Comprehensive Plans every ten years. The purpose of the Comprehensive Plan is to establish the policies that guide the future physical and community development of Arden Hills. It is also a reference document for the Planning Commission and City Council when evaluating private development projects. Based on the future land uses, the City can plan for improvements, anticipate infrastructure needs, and create appropriate land use regulations. The City's Zoning Code identifies specific zoning districts through which the land uses and goals in the Comprehensive Plan can be implemented. The zoning cannot conflict with the future land use designation. When there is a conflict between the Comprehensive Plan and the Zoning Code, the City is required to amend the Zoning Code to comply with the Comprehensive Plan. Background At their February 22, 2022 meeting, the City Council reviewed a concept plan from Trident Development for the development of the northwest corner of the North Heights Lutheran Church property at 1700 West Highway 96. Trident Development was proposing a 115-125 unit senior Page 1 of 10 apartment development (apartments only, the proposed will not have an assisted living or memory care component). The Applicant indicated their intention would be to subdivide and purchase approximately 10.27 acres in the northwest corner of the Subject Property. In preparation for the February 22, 2022 meeting, the Developer had held a neighborhood meeting to garner resident feedback. At the meeting, residents voiced concerns regarding traffic, additional park demand, and noise concems. For a residential project to be feasible on the site, the Applicant needed to amend the Comprehensive Plan. In April 2022, Trident Development submitted an application for amendments to the Arden Hills 2040 Comprehensive Plan. The proposed amendments included amending Chapter 6, Land Use to change the future land use designation of approximately 10.74 acres in the northwest corner of the Subject Property from P/I, Public and Institutional to be guided as HDR, High Density Residential and to amend Section 6.4.10 to increase the maximum housing unit density as part of a Planned Unit Development. The City Council approved and adopted the requested Comprehensive Plan Amendments on July 11, 2022. Adjacent communities must be given up to 60 days to review and comment on a proposed amendment before it can be reviewed and approved by the Metropolitan Council. The Metropolitan Council has the final determination as to whether to allow a Comprehensive Plan Amendment (CPA) or not, though they provide great deference to the City as long as the proposed land use change does not have a negative impact on a regional system (i.e. transportation, sanitary sewer, and regional parks). The Metropolitan Council subsequently approved the requested CPA in 2022. Following the approval and adoption of the requested Comprehensive Plan Amendments, the Applicant is required to submit additional land use requests for the development approvals. At the February 21, 2023 City Council Work Session, the Applicant presented an updated concept plan for the City Council to review. The discussion considered the proposed density for the development, building height, and sidewalk connections to the surrounding neighborhood. In this land use application, the Applicant has included a request to subdivide the 10.74 acres guided as High Density Residential from the developed portion of the site (i.e. Church use, Page 2 of 10 approximately 30 acres), which remains under the Public and Institutional land use designation, and to rezone the subdivided property to R-4, Multiple Dwelling District to be consistent with the Comprehensive Plan. The 10.74 acre parcel would be established as Lot 2, Block 1 Arden Heights Addition and the 30.36 acre parcel would be established as Lot 1, Block 1 Arden Heights Addition. The Applicant's provided narrative refers to the 10.74 acre parcel as Lot 1 yet this lot is referred to as Lot 2 on the submitted preliminary plat document. This report will reference the Lot designations as shown on the submitted preliminary plat document in Attachment D. At this stage, the Planning Commission is being asked to make a recommendation to the City Council based on the evaluation of the proposed preliminary plat and the proposed rezoning of the newly created lot to align with the previously amended future land use designation for this property. A subsequent land use application will be submitted for the final plat as well as the proposed development plans for this property would be brought forward at a future meeting for review. The Comprehensive Plan is the planning tool that guides the future development of land irrespective of a specific project and the City is required to amend the Zoning Code to comply with the Comprehensive Plan. Approvals The Planning Commission is being asked to determine if a Preliminary Plat and Rezoning request should be approved to split the Subject Property located at 1700 West Highway 96 into two separate parcels and to amend the zoning on the proposed newly created 10.74-acre northwest parcel. The evaluation of the proposal should be based on the requirements of Chapter 11 — Subdivisions and Chapter 13 — Zoning Code and the District Provisions in Section 1320. The Preliminary Plat is the first step toward the Final Plat, which is required for the development plans for this property. The Final Plat will be brought forward in a later land use application for review and evaluated according to the Subdivisions ordinance. Page 3 of 10 Proposed Preliminary Plat 6%COPY 3nms� �_.. „r u[ ('� .,'a; `.6 �,` •�' r 1, �j R¢. --- %'; EIS: :/2 � �r .t � �/ 1 • \''I a x uw e..... .� �. .,. i rqa 1 was / BLOCK ys cF TxE o � ' I EAST '/3 /'� ip �/ l ^�\ ,�a%/ ✓�,'�,. i Plan Evaluation Chapter 11, Subdivisions— Preliminary Plat Section 1130, Minimum Subdivision Design Standards Section 1130.01 - Conformity with City Plan —Meets Requirements Section 1130.01 states that the proposed subdivision shall conform with the City plan. As noted in the planning case background, the Applicant submitted a request to amend the Arden Hills 2040 Comprehensive Plan to guide the future land use of the 10.74 acre northwest portion of the Subject Property for High Density Residential Use. The City approved and adopted the requested amendment in July 2022. The proposed would conform with the language of the City's Comprehensive Plan. Further, the proposed subdivision of the Subject Property would make it possible for the 10.74 acre parcel guided for High Density Residential Use to be rezoned separately from the 30.36 acre parcel, which would still be guided for Public and Institutional use and will maintain a church land use. Page 4 of 10 Section 1130.03 and 1130.02 -Street Plan and Streets —Meets Requirements Per Section 1130.02, the arrangement, character, extent, width, grade and location of all streets shall conform to the City plan and shall be considered in their relation to existing and planned streets, to reasonable circulation of traffic, to topographical conditions, to runoff of storm water, to public convenience and safety, and in their appropriate relation to the proposed uses of the land to be served by the streets. Additionally, the arrangement of streets in new subdivisions shall make provision for the appropriate continuation of the existing streets in adjoining areas. Where adjoining areas are not subdivided, the arrangement of streets in new subdivisions shall make provision for the proper projection of the streets. No new streets would be constructed for the Preliminary Plat. Both lots would have frontage and access on Highway 96 by way of the existing driveway access utilized by the church site. Site access to the 10.74 parcel would be provided by the existing access drive from County Highway 96 by way of a permanent easement agreement with the church. A secondary access drive serving the church property is located on Snelling Avenue North. The preliminary plat request includes modifying this access point to restrict right turn movement from the site to Snelling Avenue. The Applicant states that this modification is intended to complement existing signage at the intersection and discourage use of this drive by occupants of the new lot. The Applicant has provided a Traffic Review Memo from Transportation Collaborative & Consultants, LLC, dated June 28, 2024 which is attached as Attachment E. Section 1130.05 - Easements —Meets Requirements Easements at least twelve (12) feet wide; contiguous to all planned boundary lines, street right-of- way lines and centered on rear and other lot lines, shall be provided for utility and drainage purposes and shall be dedicated to the public on the plat. The Applicant has been working with the Public Works Director/City Engineer on the dedication of easements and will apply for a request to vacate areas of existing drainage and utility easements within the areas of proposed Lot 2 as part of the Final Plat review. Drainage and utility easements shown on the preliminary plat will be dedicated as required by the subdivision ordinance and recorded as part of the final plat. The Applicant as part of the preliminary plat review has adjusted the width of the proposed drainage and utility easement in the northwest corner of site according to staff comments. Final comments from the Public Works Director/City Engineer on this code section will be provided as part of the final plat and vacation of easement application review. The Applicant has also been directed to work with the Rice Creek Watershed District to attain their review of easements proposed in the preliminary plat, which would be recorded as part of the final plat, and existing drainage and utility easements which the Applicant would request to vacate as part of the final plat. Section 1130.07—Lots —Meets Requirements For location, all lots shall abut by their full frontage on a publicly dedicated street or a street that has received legal status as such or will receive such status upon approval of the subject plat. For size, the lot dimensions in subdivisions shall not be less than the minimum dimensions required to secure the minimum lot area specified in the zoning ordinance of the City. The two lots have frontage on a public street, Highway 96. The two lots exceed the minimum lot dimensions as required by the Zoning Code for the current zoning. The tables below show an Page 5 of 10 evaluation of the proposed lot dimensions based on the current zoning designation. The evaluation of Lot 2, Block 1 also shows how the parcel meets the requirements of the R-4 Zoning District as this is the Applicant's proposed zoning district for the rezoning request of this application. Evaluation of lot dimensions for Lot 1, Block I (Church site) 30.36 acre parcel (Proposed Lot 1, Block 1 R-1 Requirement (Existing Use Proposed for 30.36 acre parcel Minimum LotArea Non- 14,000 square feet 1,322,416 square feet Residential Uses Minimum Lot Size Minimum Lot Width NA for non-residential NA for non-residential uses uses Minimum Lot Depth NA for non-residential NA for non-residential uses uses Evaluation o lot dimensions or Lot 2, Block 1 Future senior a artment building site 10.74 acre parcel (Proposed Lot 2, Block 1 B-1 Requirement (Existing Use R-4 Requirement (Proposed Useparcel Proposed for 10.74 acre Minimum LotArea (SF per 13,000 square 3,630 square feet 468,025 square feet, for Dwelling Unit) feet per Dwelling 122 units, 3,836.27 Unit square feet per Dwelling Unit Minimum Lot Size Minimum Lot Width 100 feet 85 feet >166.1 feet Minimum Lot Depth 130 feet 120 feet >220.8 feet Section 1130.08 - Public Use Dedications The City's Subdivision Code establishes requirements for Public Use Dedications and Park, trails, and open space land dedication and development. Owners or developers, as a prerequisite to approval of a subdivision to convey to the City or dedicate to the public use a reasonable portion of any such proposal for public use as streets, roads, sewers, electric, gas, and water facilities, storm water drainage and holding areas or ponds and similar utilities and improvements, parks, recreational facilities, playgrounds, trails, wetlands, or open space, in such portions to be approved and acceptable to the City. Public Use Dedications and Park, trails, and open space land dedication and development will be reviewed with the Final Plat land use application for the newly created lot. Section 1140, Required Improvements Section 1140 of the Subdivision Code establishes improvements that are required as part of a new subdivision. These improvements include survey monuments, sewers and water, utilities, sidewalks, curb and gutter, and stormwater management. The Final Plat review will verify compliance with these provisions and establish conditions as part of a final plat approval. In reference to stormwater management, the Applicant has submitted their stormwater management plan for staff review. The Applicant stated in their narrative that the proposed stormwater management plan meets or exceeds the rules and requirements of the Rice Creek Page 6 of 10 Watershed District, noting that underground storage chambers would be utilized in addition to the sedimentation pond for controlling the rate of discharge and filtering out sediment. Catch basins would collect surface drainage and direct it toward the sedimentation pond or to the underground storage chambers. Treated stormwater would be discharged into a nearby wetland basin. The Applicant's stormwater management plan is subject to Rice Creek Watershed District review prior to the Final Plat. Staff has shared the Applicant's plans with RCWD and the Applicant has been directed to work with RCWD regarding drainage and utilities prior to the final plat review. Rezoning The Applicant is requesting to rezone the 10.74 acre Lot 2, Block 1 parcel shown on the preliminary plat from B-1 Limited Business District to R-4 Multiple Dwelling District to be consistent with the site's guiding as High Density Residential in the 2040 Arden Hills Comprehensive Plan. The Zoning Code includes the following purposes of the R-4 Multiple Dwelling District - 1. To establish areas for the development of multiple dwelling structures with a maximum density of twelve (12) units per net acre; 2. To permit the most intensive residential development allowed in the City; and 3. To maintain an essentially residential character in areas developed at a more intensive density. Parcels zoned for the R-4 Zoning District are subject to the zoning requirements as noted in the Land Use Chart and the District Requirements Chart. As shown in the evaluation of the proposed preliminary plat, the 10.74 acre parcel meets the requirements for lot dimensions in the R-4 Zoning District. Future improvements to the parcel would be subject to the district requirements for the R- 4 Zoning District and shall be evaluated when a land use application for development is initiated. The Applicant states that the intended use for the 10.74 acre parcel is a single, 3-story building with approximately 122 for an age -restricted (55+) active senior apartment community. In the Zoning Code, dwelling, multiple family is a use that is permitted in the R-4 Zoning District through a conditional use permit. Future applications that include a multi -family dwelling use would be evaluated according to the R-4 density and development requirements as well as the conditional use permit criteria. These criteria shall be evaluated when a land use application for this type of development use is initiated. The Planning Commission's review of this rezoning request should also consider the following: 1. Conformity with Comprehensive Plan 2. Substantive changes that have occurred making the zoning change necessary 3. Demonstration showing that the change is superior to the current Zoning and/or Comprehensive Plan 4. Development conditions or priorities that make the existing Zoning and/or Comprehensive Plan impractical In July 2022, the City approved and adopted a Comprehensive Plan Amendment to guide the subject 10.74 acre parcel for High Density Residential use which provides for densities of nine Page 7 of 10 (9) to twelve (12) units per acre. The parcel's current zoning designation of B-1 Limited Business District does not permit multiple family dwelling uses and the district does not establish a maximum dwelling unit density per net acre. At present, the guiding future land use classification and the current zoning designation for the parcel are in conflict. When there is a conflict between the Comprehensive Plan and the Zoning Code, the City is required to amend the Zoning Code to comply with the Comprehensive Plan. The proposed rezoning would effectively amend the Zoning Code to address the conflict by allowing for the density of up to 12 units per acre to be developed in alignment with the densities provided for in the High Density Residential use guiding. The proposed rezoning would conform with the Comprehensive Plan. Upon review of the rezoning, the Applicant will bring forward a land use application for the full development review. The Applicant intends to comply with the performance standards of the R-4 and would bring forward a site plan application through the Planned Unit Development land use process. The Applicant notes that there may be a request for the City to consider flexibilities in a future land use application. The change to the current zoning would make it possible for the Applicant's intended use to be developed and bring the parcel's guiding and zoning into alignment. As part of the preliminary plat and rezoning application, the Applicant has provided a Traffic Review Memo (Attachment E) which references the future intended use of the newly created parcel. The memo notes that the overall impact of the intended use on area roadway capacity is expected to be minimal and that no significant issues are expected as a result of the proposed development from atraffic capacity perspective. Additional Review Public Works Director/City Engineer The Public Works Director/City Engineer has reviewed the preliminary plat plans and directed the Applicant on modifications that have been completed. A comment included that the Applicant shall work with the Rice Creek Watershed District to discuss any modifications or additions to drainage easements. This comment has been added as a condition of approval. A full Engineering report will be completed for the final plat review. Ramsey County Ramsey County is currently reviewing the plans. No additional comments have been included at this time. Fire Department The Fire Marshal has reviewed the plans. Comments included fire protection locations and a turn radius study radius study completed based on emergency vehicle specifications. It was noted that these would be reviewed with final building plans. Rice Creek Watershed District The Rice Creek Watershed District is currently reviewing the plans. Initial comments note that a RCWD permit for stormwater management and erosion/sediment control will be required. Findings of Fact The Planning Commission must make a finding as to whether or not the proposed application would adversely affect the surrounding neighborhood or the community as a whole based on the aforementioned factors. Staff offers the following findings of fact for consideration: Page 8 of 10 1. The Subject Property at 1700 West Highway 96 is located in the B-1 — Limited Business District and R-1 — Single Family Residential Zoning District. 2. The Arden Hills 2040 Comprehensive Plan designates future land use for the Subject Property as HDR, High Density Residential and as P/I, Public and Institutional. 3. The Applicant has submitted a land use application for a preliminary plat to subdivide the Subject Property into two (2) lots. 4. The proposed subdivided lots would meet the size requirements for lots in their designated zoning classification. 5. The Applicant's land use application includes a request to rezone the proposed 10.74-acre northwest parcel from B-1 —Limited Business District to R-4—Multiple Dwelling District. 6. The proposed 10.74-acre parcel would meet the size requirements for lots in the R-4 Zoning District. 7. The 30 +/- acres of developed land on the Subject Property would remain as R-1 — Single Family Residential. 8. The rezoning of the 10.74-acre parcel would resolve a conflict between the Comprehensive Plan and the zoning ordinance. Options and Motion Language Staff has provided the following options and motion language for this case. The Planning Commission should consider providing additional findings of fact as part of the motion to support their recommendation for approval or denial. • Recommend Approval with Conditions: Motion to recommend approval of Planning Case 24-015 for a Preliminary Plat and Rezoning for the parcel at 1700 West Highway 96, based on the findings of fact and the submitted plans, as amended by the condition below: 1. The Applicant shall submit to the City a land use application for Final Plat within three (3) months after the date of approval of the Preliminary Plat. 2. The Applicant shall work with the Rice Creek Watershed District to review future modifications to vacate existing drainage and utility easements as well as proposed newly dedicated drainage and utility easements prior to submittal of the Final Plat application. Modifications and newly dedicated easements shall to be to the satisfaction of RCWD and the City. • Recommend Approval as Submitted: Motion to recommend approval of Planning Case 24- 015 for a Preliminary Plat and Rezoning for the parcel at 1700 West Highway 96, based on the findings of fact and the submitted materials. Recommend Denial: Motion to recommend denial Planning Case 24-015 for a Preliminary Plat and Rezoning for the parcel at 1700 West Highway 96, based on the following findings: findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. • Table: Motion to table Planning Case 24-015 for a Preliminary Plat and Rezoning for the parcel at 1700 West Highway 96: a specific reason and information request should be included with a motion to table. Page 9 of 10 Public Comments Notice was published in the Pioneer Press on July 26, 2024. Notice was prepared by the City and mailed to property owners within 1,000 feet of the subject property. The City has not received any public comments regarding this case. Deadline for Agency Actions The City of Arden Hills received the completed application for this request on July 17, 2024. Pursuant to Minnesota State Statute, the City must act on this request by September 14, 2024 (60 days), unless the City provides the petitioner with written reasons for an additional 60-day review period. With consent of the applicant, the City may extend the review period beyond the initial 120 days. Attachments A. Land Use Application B. Location Map C. Narrative D. Preliminary Plat and Civil Plans E. Traffic Memo Page 10 of 10 Attachment G �I�EN HILLS Approved: CITYOFARD N HILLS,MINN SOTA PLANNING COMMISSION WEDNESDAY, AUGUST 7, 2024 6030 P.M. - ARDEN HILLS CITY HALL CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Chair Kurtis Weber called to order the regular Planning Commission meeting at 6:30 p.m. ROLL CALL Present were: Chair Kurtis Weber, Commissioners Brad Bjorklund, Shelley Blili*e, Stephen Erler, Arlene Mitchell, Katie Stromberg, and Jonathan Wicklund. Absent: Commissioner Joshua Collins. Also present were: Community Development Director Jessica Jagoe, Fransen and Council Liaison Emily Rousseau. APPROVAL OF AGENDA - AUGUST 7,, 2024 Senior Planner Elena Commissioner BI'*orklund moved, seconded by Commissioner W*cklund, to approve the August 7, 2024, agendapresented. as The motion carried unanimously (7-0).i APPROVAL OF MINUTES July 10,9 2024 - Planning Commission Regular Meeting Chair Weber stated he had one minor change to the minutes and noted he had discussed this change with staff. Commissioner Erler moved, seconded by Commissioner Bli*li*e, to approve the July 10, 2024., Planning Commission Regular Meeting as amended. The motion carried 6-0-1 (Commissioner Wi*cklund abstained). PLANNING CASES A. Planning Case 24-0150 1700 West Highway 96 -Preliminary Plat and Rezoning - Public Hearing Senior Planner Fransen stated at their February 22, 2022 meeting, the City Council reviewed a concept plan from Trident Development for the development of the northwest corner of the ARDEN HILLS PLANNING COMMISSION — August 7, 2024 2 North Heights Lutheran Church property at 1700 West Highway 96. Trident Development was proposing a 115-125 unit senior apartment development (apartments only, the proposed will not have an assisted living or memory care component). The Applicant indicated their intention would be to subdivide and purchase approximately 10.27 acres in the northwest corner of the Subject Property. In preparation for the February 22, 2022 meeting, the Developer had held a neighborhood meeting to garner resident feedback. At the meeting, residents voiced concerns regarding traffic, additional park demand, and noise concerns. Senior Planner Fransen reported for a residential project to be feasible on the site, the Applicant needed to amend the Comprehensive Plan. In April 2022, Trident Development submitted an application for amendments to the Arden Hills 2040 Comprehensive Plan. The proposed amendments included amending Chapter 6, Land Use to change the future land use designation of approximately 10.74 acres in the northwest corner of the Subject Property from P/I, Public and Institutional to be guided as HDR, High Density Residential and to amend Section 6.4.10 to increase the maximum housing unit density as part of a Planned Unit Development. The City Council approved and adopted the requested Comprehensive Plan Amendments on July 11, 2022. Senior Planner Fransen stated that in this land use application, the Applicant has included a request to subdivide the 10.74 acres guided as High Density Residential from the developed portion of the site (i.e. Church use, approximately 30 acres), which remains under the Public and Institutional land use designation, and to rezone the subdivided property to R-4, Multiple Dwelling District to be consistent with the Comprehensive Plan. The 10.74 acre parcel would be established as Lot 2, Block 1 Arden Heights Addition and the 30.36 acre parcel would be established as Lot 1, Block 1 Arden Heights Addition. The Applicant's provided narrative refers to the 10.74 acre parcel as Lot 1 yet this lot is referred to as Lot 2 on the submitted preliminary plat document. Senior Planner Fransen stated at this stage, the Planning Commission is being asked to make a recommendation to the City Council based on the evaluation of the proposed preliminary plat and the proposed rezoning of the newly created lot to align with the previously amended future land use designation for this property. A subsequent land use application will be submitted for the final plat as well as the proposed development plans for this property would be brought forward at a future meeting for review. The Comprehensive Plan is the planning tool that guides the future development of land irrespective of a specific project and the City is required to amend the Zoning Code to comply with the Comprehensive Plan. Senior Planner Fransen reviewed the Plan Evaluation and provided the Findings of Fact for review: 1. The Subject Property at 1700 West Highway 96 is located in the 13-1 — Limited Business District and R-1 — Single Family Residential Zoning District. 2. The Arden Hills 2040 Comprehensive Plan designates future land use for the Subject Property as HDR, High Density Residential and as P/I, Public and Institutional. 3. The Applicant has submitted a land use application for a preliminary plat to subdivide the Subject Property into two (2) lots. 4. The proposed subdivided lots would meet the size requirements for lots in their designated zoning classification. ARDEN HILLS PLANNING COMMISSION — August 7, 2024 3 5. The Applicant's land use application includes a request to rezone the proposed 10.74-acre northwest parcel from B-1 — Limited Business District to R-4 — Multiple Dwelling District. 6. The proposed 10.74-acre parcel would meet the size requirements for lots in the R-4 Zoning District. 7. The 30 +/- acres of developed land on the Subject Property would remain as R-1 — Single Family Residential. 8. The rezoning of the 10.74-acre parcel would resolve a conflict between the Comprehensive Plan and the zoning ordinance. Senior Planner Fransen reviewed the options available to the Planning Commission for Planning Case 24-015 for a Preliminary Plat and Rezoning for the parcel at 1700 West Highway 96, based on the findings of fact and the submitted plans, as amended by the conditions in the August 7, 2024 Report to the Planning Commission: 1. Recommend Approval with Conditions 1) The Applicant shall submit to the City a land use application for Final Plat within three (3) months after the date of approval of the Preliminary Plat. 2) The Applicant shall work with the Rice Creek Watershed District to review future modifications to vacate existing drainage and utility easements as well as proposed newly dedicated drainage and utility easements prior to submittal of the Final Plat application. Modifications and newly dedicated easements shall to be to the satisfaction of RCWD and the City 2. Recommend Approval as Submitted 3. Recommend Denial 4. Table Chair Weber opened the floor to Commissioner comments. Commissioner Blilie stated when this was reviewed in 2022, there was concern from homeowners and the Commission regarding noise, traffic and congestion. She asked if there had been any changes to the plans or conditions since 2022. Senior Planner Fransen explained the application before the Planning Commission to consider was for a preliminary plat and rezoning. She indicated there would be additional information provided by the applicant as part of a development proposal for the Commission to review at a future date. Commissioner Blilie understood the traffic in this area was already a concern and she wondered if the Commission should take this into consideration when considering this application. Senior Planner Fransen commented if this was a concern of the Commission, this could be noted for the applicant. She explained based on what is required of the applicant has provided the required application materials for the preliminary plat and rezoning requests, but future applications could further address the comments regarding traffic and congestion. Roger Fink, Trident Development, introduced himself to the Commission. He stated when it comes to traffic impact for this site, he noted he had a third -party professional prepare a memo regarding the impact of the proposed dwelling units. He reported the existing roadways were designed with enough capacity to manage the additional traffic and the roadways would not be ARDEN HILLS PLANNING COMMISSION — August 7, 2024 4 overburdened. He reminded the Commission that there now exists a right turn lane off Highway 96 into this property and two left turn lanes into this property. He indicated it was his understanding the Rice Creek Commons development would trigger a full signalization of traffic lights at this same intersection, should the development move forward. Commissioner Stromberg asked Staff if this property were rezoned would the City then be committed to a multi -family development on this piece of property. Senior Planner Fransen stated if this property were rezoned to R-4, a multi -family development would still require a conditional use permit and a site plan review by the Planning Commission. She explained if Trident were to not come forward with an application, a future applicant would require a CUP and City consideration of the request. Commissioner Wicklund requested further information regarding the Rice Creek Commons spine road and if this would trigger a signal at this intersection. Community Development Director Jagoe stated it was anticipated a signal would be installed at this intersection as part of the future development of Rice Creek Commons. She did not anticipate this intersection would be signalized in advance of this development, but rather would be triggered by Rice Creek Commons. Commissioner Wicklund questioned when the spine road would be constructed. Community Development Director Jagoe reported the design plans for the spine road were at 60% and after the plans reach 100% it would take 18 months to two years to complete the horizontal construction of the spine road. Commissioner Bjorklund stated he reviewed these plans quite comprehensively. He explained his only concern with this project was he wanted the plat to show a common access agreement between Lot 2 and the church property in order to provide proper access to the landlocked parcel. He commented further on the changes that were made to the Comprehensive Plan that impacted this property. He urged the developer to review this portion of the Comprehensive Plan and encouraged the developer to consider offering affordable housing units. He reported he walked the entire property this morning and he stated he understood the concerns they had with the development. He suggested the developer consider pursuing a PUD in order to increase density in order to be able to offer several affordable housing units within this project. Chair Weber requested clarification on the maximum density allowed if the property were rezoned to the R-4 Multiple Dwelling District. Senior Planner Fransen discussed how in the 2022 amendments to the comprehensive plan, the property was reguided to high density residential, allowing for 9 to 12 units per net acre and there was also an amendment to the geographic area where the property is located, providing for increased density by up to 100% through the PUD process. Based on this amendment, this parcel's developed density could be higher than the R-4 Zoning District which allows for up to twelve units per net acre. She reiterated that a proposed density for the site was not before the Planning Commission to consider at this meeting. Chair Weber stated this meant the Commission could see a density of 24 units per net acre. ARDEN HILLS PLANNING COMMISSION — August 7, 2024 5 Senior Planner Fransen reported this was the case, but noted the developer has not brought forward a PUD application. If the Applicant were to submit a proposal for a PUD, the proposed density would come before the Planning Commission for consideration. Chair Weber explained that the comprehensive plan section specifically referenced vacant residential properties. He believes amendment lumped in this property and that this was not the initial intent of the comprehensive plan amendment. He was of the opinion this amendment to the comprehensive plan should be rescinded. He asked if there had been conversations with the church to remove and replace the memorial on the property. Mr. Fink stated he has had conversations with the church regarding the memorial and no decisions have been made to date. He intended to continue to have conversations with the church leadership and the families to ensure the memorial was relocated to an appropriate location on site. Chair Weber inquired if a noise study had been completed for this project. Mr. Fink reported he had not completed a noise study to date, but if the preliminary plat was approved, a noise study would be completed for the traffic along Highway 10. Chair Weber opened the public hearing at 7:08 p.m. Chair Weber invited anyone for or against the application to come forward and make comment. Roger Fink, Trident Development, stated he has covered a lot of the basics for his application. He thanked staff for providing the Commission with a thorough report. He explained the basic request was for a replat of this property to allow a high density multi -family lot to be sold to Trident Development from North Heights Church. He reviewed the comments he had received from the public and noted the market was not oversaturated with senior housing in Arden Hills. In fact, he stated this area still needs an additional 150 senior housing units. He provided further comment on the traffic study that was completed, noting this project would not over burden the infrastructure that was in place. He discussed the access easement and joint maintenance agreement that would be in place between Trident Development and North Heights Church. He reported these agreements would be written into and recorded with the final plat. He commented on the tree preservation requirements the City had in place and noted Trident would be following the City's tree removal and replacement requirements. He stated all Rice Creek Watershed District requirements would also be followed for this project to ensure there were no runoff impacts on neighboring properties. He explained a sound study would be completed in order to assist with understanding how the new building would impact the neighbors. There being no additional comment, Chair Weber closed the public hearing at 7:18 p.m. Commissioner Bjorklund stated when he walked the property, he found a lot of the trees onsite were old cottonwood and dying ash trees. He discussed how there was also a great deal of buckthorn on this property. Commissioner Wicklund thanked the applicant for all of his comments. He stated he would be supporting the request before the Commission. ARDEN HILLS PLANNING COMMISSION — August 7, 2024 6 Commissioner Bjorklund commented on the park dedication fees that would have to be paid by the developer and discussed how these fees could be used for future park enhancements. Chair Weber indicated he could not find anything that supported a curb extension or bump out limits right turns. He recommended the people driving out of this development be forced to go to Highway 96 and not towards the church and Snelling Avenue. He discussed the noise study that was completed by MNDOT in 2023. He reported Highway 10 was at 71.2 decibels which is incredibly high. He stated there would be no outdoor enjoyment for the future tenants on this lot and he recommended this property not be considered for multi -family housing. He commented on how the tree loss on this property would further impact the noise going to surrounding properties. He then reviewed the concerns that were raised regarding this application in public comments submitted to the Planning Commission which included issues with noise, traffic, over saturation of senior living and congestion. He was of the opinion this project does not meet the long-term vision for the City. He did not recommend a high density residential project be sandwiched next to single family residential homes. Commissioner Wicklund moved and Commissioner Biorklund seconded a motion to recommend approval of Planning Case 24-015 for a Preliminary Plat and Rezoning for the parcel at 1700 West Hiehway 96 based on the lindines of fact and the submitted plans, as amended by the conditions in the August 7, 2024, report to the Planning Commission. Commissioner Bjorklund asked where the conditions were for this Planning Case. Commissioner Wicklund reviewed the two conditions for approval, as drafted by staff. Commissioner Bjorklund suggested another condition be added to require the applicant to record an access agreement for this plat. Commissioner Wicklund anticipated this would be addressed within the final plat. Commissioner Bjorklund agreed with this course of action. The motion carried 6-1 (Chair Weber opposed). UNFINISHED AND NEW BUSINESS A. Introduction to Zoning and Subdivision Ordinance Revisions Community Development Director Jagoe provided a brief overview of the memo from Jason Zimmerman with HKGi as an introduction to the Zoning and Subdivision Ordinance review. She discussed how City staff would be working with HKGi to revise the City's Zoning and Subdivision Ordinances over the next 18 months. She reviewed the team members from HKGi that would be working with staff, which included Jason Zimmerman and Rita Trapp. She stated HKGi representatives held a kickoff meeting with the City Council in July. She explained HKGi would be diagnosing current ordinances in order to reorganize content to have a user friendly approach. Draft codes would then be drafted and final ordinances would then come before the Planning Commission/City Council for consideration, adoption and implementation. It was noted a draft community engagement plan was being drafted by HKGi and stated pop up events were being planned for the public. She then discussed the roles of the City Council and Planning Location Map Planning Case #24-015 —Public Hearing Required Applicant: Trident Development, LLC Property Location: 1700 West Highway 96 Request: Preliminary Plat and Rezoning Proposal • To subdivide the Subject Property into two parcels of approximately 10.74 acres and 30.36 acres. • To rezone the newly created 10.74 acre lot from B-1 Limited Business District to R-4 Multiple Dwelling District. • Would allow for the future development of an age -restricted (55+) active senior apartment community with a single three-story building. `-C::µ .; C.•..I Olx Ili IiVM1^'Jig li`�--`I' ' 0 -- =i -- 'il a 4 cE xF BLOCK 1 0 ✓/� 01 'V EAST 1/3 0 +i;' �' - I * `' �^/ "' ei�?+'• des°' Xfs +r ao� me .yi Purple — Proposed new lot for Rezoning Background • February 22, 2022 - the City Council reviewed a concept plan from Trident Development for the development of the northwest corner at 1700 West Highway 96. Trident Development was proposing a 115-125 unit senior apartment development. • April 2022 - Trident Development submitted an application for amendments to the Arden Hills 2040 Comprehensive Plan. • July 11, 2022 - The City Council approved and adopted the requested Comprehensive Plan Amendments to change the future land use designation of approximately 10.74 acres in the northwest corner of the Subject Property from P/I, Public and Institutional to be guided as HDR, High Density Residential. Existing Land Use • Blue— Existing Parcel • Proposed Changes — Subdivide into two parcels as Arden Heights Addition • Green — Proposed Lot 1, Block 1, 30.36 ac • Existing Land Use Guiding — P/I, Public and Institutional • Existing Zoning — R-1, Single Family Residential District • Proposed Changes — None • Purple — Proposed Lot 2, Block 1, 10.74 ac • Existing Land Use Guiding — HDR, High Density Residential • Existing Zoning — B-1, Limited Business District • Proposed Changes— Rezoning from B-1 to R-4, Multiple Dwelling District AX s .. I L _. 1-4 sdWTA . Approvals • Preliminary Plat • To split the Subject Property located at 1700 West Highway 96 into two separate parcels. • Rezoning • To rezone the proposed parcel from B-1, Limited Dwelling District. newly created 10.74-acre northwest Business District to R-4, Multiple PI on Evaluation Chapter 11, Subdivisions — Preliminary Plot Section 1130, Minimum Subdivision Design Standards Section 1130.01 - Conformity with City Plan Meets Requirements • Conforms with the language of the City's Comprehensive Plan. • Proposed subdivision of the Subject Property allows for the undeveloped 10.74 acre parcel guided for High Density Residential Use to be rezoned separately from the developed 30.36 acre parcel. IT� E L S 7 E X C B P T — — — — — — — — — — — — — — — — — — a L 0 C K I OI T.E A S Green — Lot 1 Purple — Lot 2 PI on Evaluation Chapter 11, Subdivisions — Preliminary Plot Section 1130, Minimum Subdivision Design Standards Section 1130.03 and 1130.02 - Street Plan and Streets — Meets Requirements • Site access to the 10.74 parcel would be provided by the existing access drive from County Highway 96 by way of a permanent easement agreement with the church. • A secondary access drive serving the church property is located on Snelling Avenue North. E X C R P T 0 1 7 11 A 9 1�2 - - - - - - - - - - - - - - - - - - - - - - - - - III SV 8 LOCK CK I CI T.E Green — Lot 1 Purple — Lot 2 PI on Evaluation Chapter 11, Subdivisions — Preliminary Plat Section 1130, Minimum Subdivision Design Standards Section 1130.05 - Easements — Evaluated on the Final Plat • The Applicant has adjusted the width of the proposed drainage and utility easement in the northwest corner of site according to Public Works Director/City Engineer comments. • Final comments from the PW Director/City Engineer will be provided as part of the final plat and vacation of easement application review. • Applicant working with the Rice Creek Watershed District to attain their review. J1_-_-- 0 1 7 116 l�� ���Aly \ . � � i 112 4 it �: >h'•'1" I �� ri i Ili 8. BLOCK 1 / Y c1 .xF o Amay, %9 ea Green — Lot 1 Purple — Lot 2 Plan Evaluation Chapter 11, Subdivisions — Preliminary Plot Section 1130, Minimum Subdivision Design Section 1130.07 — Lots — Meets Requirements • The lots have frontage on a public street, Highway 96, and exceed the minimum lot dimensions as required by the Zoning Code for the current zoning. Green —Lot 1 Purple — Lot 2 • Lot 2, Block 1 meets the requirements of the R-4 Zoning District, the Applicant's proposed zoning district for the rezoning request. Evaluation of lot dimensions for Lot 2, Block I (Future senior apartment building site) 13,000 square feet 3,630 square feet per 468,025 square feet, for 122 units, Dwelling Unit 3,836.27 square feet per Dwelling Unit 100feet 85feet >166.1feet 130 feet 120 feet >220.8 feet Standards «v n`µ«1 II«%ems 'PITCF 5�: :/4 C:.'.^+na:5: ' Ii�«7 EXCHPT 4.1 46 2 :6 ,y ---- —BLOCK •,�•- /ice,, ="i.�d::�:. I lid 8 CE T.E . 41, �\ 10 PI on Evaluation Chapter 11, Subdivisions — Preliminary Plat Section 1130.08 and 1140 - Public Use Dedications and Required Improvements — Evaluated on the Final Plat • Requirements for Public Use Dedications and Park, trails, and open space land dedication and development will be reviewed with the Final Plat land use application for the newly created lot. • The Final Plat review will verify compliance with these Section 1130.08 and 1140 provisions and establish conditions as part of a final plat approval. Green — Lot 1 Purple — Lot 2 d� EXCHPT a� is !^\ f ------------ BLOCK 1 ::OR://EA s r:^/. xCj Plon Evaluation Rezoning - Section 1320.04 — Purpose of Districts Request - Rezone the 10.74 acre Lot 2, Block 1 parcel shown on the preliminary plat. • Existing: B-1 Limited Business District • Proposed: R-4 Multiple Dwelling District The Zoning Code includes the following purposes of the R-4 Multiple Dwelling District - 1. To establish areas for the development of multiple dwelling structures with a maximum density of 12 units per net acre; 2. To permit the most intensive residential development allowed in the City; and 3. To maintain an essentially residential character in areas developed at a more intensive density. V., 2 :6 '• or i x E EA S: ./1 \ dl + iY; 6i EAST 1/1 :'' R�- �% °\; �i rr!' A E -,, /. £i I F' ��•� •� / '�"�- 5C/"N� /// / r' `.fV`�0 �,4r�S°S 9'IS WTA .yi Purple — Lot 2, proposed for rezoning Plon Evaluation Rezoning —Section 1320.05 - Land Use Chart Intended Use for Rezoned Parcel • A single, 3-story building with approximately 122 units for an age -restricted (55+) active senior apartment community. • Dwelling, multiple family is a permitted use in the R-4 Zoning District through a conditional use permit. • Future applications that include a multi -family dwelling use would be evaluated according to the R-4 density and development requirements as well as the conditional use permit criteria. i—�a�— ------- - - •- -....-a.. �,41 c 2 :6 '• EA 61 _._.._. EAST 1/1 zMTI -..= •tea _es=r:%'+. ;'�. uL •� / N_- Purple — Lot 2, proposed for rezoning Plon Evaluation Rezoning — Section 1320.06 — District Requirements Chart • The 10.74 acre parcel meets the requirements for lot dimensions in the R-4 Zoning District. • Future improvements to the parcel subject to the district requirements for the R-4 Zoning District and to be evaluated when a land use application for development is initiated. 468,025 square feet, for 122 units, 3,836.27 square feet per Dwelling Unit K%C HPT ,41 2 :6 J.• A CF ixE EA dl + iY; 61 _._.._. EAST 1/1 �i A E I -.,= •tea _es=r:�%'+. ;'�. � � � � •� / Purple — Lot 2, proposed for rezoning Plon Evaluation Rezoning • B-1 Limited Business District does not permit multiple family dwelling uses and does not establish a maximum dwelling unit density per net acre. • The HDR use guiding does. The guiding future land use classification and the current zoning designation for the parcel are in conflict. • The proposed rezoning would • Allow for a density of up to 12 units per acre to be developed on the parcel as part of the R-4 Zoning District in alignment with the densities provided for in the High Density Residential use guiding. • Conform with the Comprehensive Plan. • A site plan application would be submitted for the full development review through the Planned Unit Development land use process. • The Applicant intends to meet the R-4 Zoning District Requirements and notes that there may be a request for the City to consider flexibilities in a future land use application. Additional Reviews Public Works Director/City Engineer The Public Works Director/City Engineer has reviewed the preliminary plat plans and directed the Applicant on modifications that have been completed. A comment included that the Applicant shall work with the Rice Creek Watershed District to discuss any modifications or additions to drainage easements. This comment has been added as a condition of approval. A full Engineering report will be completed for the final plat review. Ramsey County Ramsey County has reviewed the plans. Comments included references to the traffic study including TMCs, coordination with Rice Creek Commons spine road construction, and permitting requirements for changes to access point, trail connection or utility connections. Comments have been shared with the Applicant. Fire Department The Fire Marshal has reviewed the plans. Comments included fire protection locations and a turn radius study radius study completed based on emergency vehicle specifications. It was noted that these would be reviewed with final building plans. Rice Creek Watershed District The Rice Creek Watershed District has provided an initial review of the plans. Initial comments have been shared with the Applicant and note that a RCWD permit for stormwater management and erosion/sediment control will be required. Public Notice • Notice was published in the Pioneer Press on August 14, 2024. Notice was prepared by the City and mailed to property owners within 1,000 feet of the subject property. • The City has received questions about this application and the newly created lot's access to Snelling Avenue. The City has received 4 public comments regarding this case, 3 before the Planning Commission meeting and 1 before the City Council meeting. Questions? Planning Case 24-015 —Trident Development, LLC — Preliminary Plat and Rezoning —AZEEN HILLS NEW BUSINESS — IIA fi` IZEN HILLS MEMORANDUM DATE: August 26, 2024 TO: Honorable Mayor and City Councilmembers Jessica Jagoe, Interim City Administrator FROM: Elena Fransen, Senior Planner SUBJECT: Planning Case #24-015 — Public Hearing Required Applicant: Trident Development, LLC Property Location: 1700 West Highway 96 Request: Preliminary Plat and Rezoning Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motions to approve, table, or deny the following: • Planning Case 24-015 and the adoption of Resolution 2024-041 for the Preliminary Plat known as "Arden Heights Addition" to subdivide the parcel at 1700 West Highway 96 and to rezone the newly created 10.74 acre lot from B-1 Limited Business District to R-4 Multiple Dwelling District. Background Trident Development ("The Applicant') has submitted a land use application for a Preliminary Plat and Rezoning for the parcel at 1700 County Highway 96 ("Subject Property"). The Applicant is proposing to subdivide and purchase approximately 10.74 acres in the northwest corner of the Subject Property. The Subject Property is currently owned in its entirety by the North Heights Lutheran Church. The proposal includes a request to rezone the newly created lot from B-1 Limited Business District to R-4 Multiple Dwelling District in order to allow for the future development of an age -restricted (55+) active senior apartment community with a single three-story building. Approvals 1. Preliminary Plat The Applicant is requesting a Preliminary Plat to subdivide the parcel into two separate parcels and establish the Arden Heights Addition subdivision. A 10.74 acre parcel would be established as Lot 2, Block 1 Arden Heights Addition and a 30.36 acre parcel would be established as Lot 1, Block 1 Arden Heights Addition. The evaluation of the proposal is based on the requirements of Page 1 of 3 Chapter 11 — Subdivisions and Chapter 13 — Zoning Code and the District Provisions in Section 1320. The Preliminary Plat is the first step toward the Final Plat, which is required for the development plans for this property. If the Preliminary Plat is approved, the Final Plat will be brought forward in a later land use application for review and evaluated according to the Subdivisions ordinance. 2. Rezoning The Applicant is requesting to rezone the 10.74 acre Lot 2, Block 1 parcel from B-1 Limited Business District to R-4 Multiple Dwelling District to be consistent with the site's guiding as High Density Residential in the 2040 Arden Hills Comprehensive Plan. The rezoning would also provide for the Applicant's intended use for the parcel as an age -restricted (55+) active senior apartment community with a single three-story building. The evaluation of the proposal is based on the requirements of Chapter 13 — Zoning Code, the District Provisions in Section 1320, and consistency with the adopted Comprehensive Plan. The City Council's review of this rezoning request should also consider the following: 1. Conformity with Comprehensive Plan 2. Substantive changes that have occurred making the zoning change necessary 3. Demonstration showing that the change is superior to the current Zoning and/or Comprehensive Plan 4. Development conditions or priorities that make the existing Zoning and/or Comprehensive Plan impractical Findings of Fact The Planning Commission reviewed this application at their August 7, 2024 meeting and have offered the following findings of fact for the City Council's consideration: 1. The Subject Property at 1700 West Highway 96 is located in the B-1 — Limited Business District and R-1 — Single Family Residential Zoning District. 2. The Arden Hills 2040 Comprehensive Plan designates future land use for the Subject Property as HDR, High Density Residential and as P/I, Public and Institutional. 3. The Applicant has submitted a land use application for a preliminary plat to subdivide the Subject Property into two (2) lots. 4. The proposed subdivided lots would meet the size requirements for lots in their designated zoning classification. 5. The Applicant's land use application includes a request to rezone the proposed 10.74-acre northwest parcel from B-1 —Limited Business District to R-4—Multiple Dwelling District. 6. The proposed 10.74-acre parcel would meet the size requirements for lots in the R-4 Zoning District. 7. The 30 +/- acres of developed land on the Subject Property would remain as R-1 — Single Family Residential. 8. The rezoning of the 10.74-acre parcel would resolve a conflict between the Comprehensive Plan and the zoning ordinance. 9. Rezonings require a public hearing prior to action by the City Council. 10. The Planning Commission held a public hearing for this land use application on August 7. 2024. Page 2 of 3 Options and Motion Language The Planning Commission reviewed this application at their August 7, 2024 meeting. At that time, they recommended approval of the application for a Preliminary Plat and Rezoning by a 6-1 vote. The following are motion language options for the City Council to consider. Approval with Conditions: Motion to approve Resolution 2024-041 and for Planning Case 24-015 for aPreliminary Plat and Rezoning for the 10.74 acre parcel at 1700 West Highway 96, based on the findings of fact and the submitted plans, as amended by the conditions in the August 26, 2024 Report to the City Council: 1. The Applicant shall submit to the City a land use application for Final Plat within three (3) months after the date of approval of the Preliminary Plat. 2. The Applicant shall work with the Rice Creek Watershed District to review future modifications to vacate existing drainage and utility easements as well as proposed newly dedicated drainage and utility easements prior to submittal of the Final Plat application. Modifications and newly dedicated easements shall be to the satisfaction of RCWD and the City. Approval as Submitted: Motion to approve Resolution 2024-041 and for Planning Case 24-015 for aPreliminary Plat and Rezoning forthe 10.74 acre parcel at 1700 West Highway 96, based on the findings of fact and the submitted materials. Denial: Motion to deny Planning Case 24-015 for a Preliminary Plat and Rezoning for the parcel at 1700 West Highway 96, based on the following findings: findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. • Table: Motion to table Planning Case 24-015 for a Preliminary Plat and Rezoning for the parcel at 1700 West Highway 96: a specific reason and information request should be included with a motion to table. Deadline for Agency Actions The City of Arden Hills received the completed application for this request on July 17, 2024. Pursuant to Minnesota State Statute, the City must act on this request by September 14, 2024 (60 days), unless the City provides the petitioner with written reasons for an additional 60-day review period. With consent of the applicant, the City may extend the review period beyond the initial 120 days. Budget Impact N/A Attachments A. Resolution 2024-041, Approving a Preliminary Plat and Rezoning B. City Council Presentation Page 3 of 3 Attachment A It EN HILLS CITY OF ARDEN HILLS COUNTY OF RAaJSEY STATE OF 1aJINNESOTA RESOLUTION NO. 2024041 RESOLUTION APPROVING A PREJJV ARYPLATANDREZONING FOR THE SUBJECT PROPERTY AT 1700 WEST HIGHWAY 96 WHEREAS, City Staff received a complete land use application for a Preliminary Plat request un July 17, 2024 from Trident Development, LUC ("Applicant"), for the properly located at 1700 west Highway 96 ("Subject Property") to allow for the splitting of the Subj ect Properly into two parcels, as depicted un the attached Exhibit "A"; and WHEREAS, the Applicant has also requested the rezoning of the 10.74 acre parcel identified as Lott, Block 1 Arden Heights Addition, as depicted on the attached Exhibit "A" and highlighted in yellow, from B-1 Limited Business Dishict to R-4 — Multiple Dwelling Dishict and WHEREAS, Lott, Block 1 Arden Heights Addition would meet the size requirements for lots in theR-4 —Multiple Dwelling Dishict and WHEREAS, Lot 1, Block 1 Arden Heights Addition would remain zoned for and meets the size requirements for lots within the R-1—Single Family Residential Dishlct and WHEREAS, the rezoning of Lot 2, Block 1 Arden Heights Addition would resolve a conflict between the Comprehensive Plan and the Zoning Ordinance; and WHEREAS, pursuant to sefinnesom State Statute, the City must ad on this request by September 14, 2024 (60 days); and WHEREAS, the City Council directed Staff to prepare a Land Use Application Public Policy Notificafion to notify all property owners within 1000 feet of Subject Property when a request for the Planning Commisson is to occur related to a land use application that requires a public hearing; and WHEREAS, the City's obligation has been met where the Arden Hills Planning Commission dudy held a public hearing un August ], 2024. All persons present at said meeting were given an opportunity to be heard and present written statements; and WHEREAS the Planning Commission considered the Applicant's request for a Preliminary Plat and, as such voted 6-1 in favor of recommending approval with conditions. To view the final document access adopted I@sohn ons via coder XIl6 Public Ilse fiche Weh(Mkby visiting cilyov denhIl( organdclickMg on PoxhMd lbcuments under Helpf( Links on our main wetpage 1 NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE CITY OF ARDEN HILLS: Hereby adopts Resolution 2024-041 approving Planning Case 24-015 for a Preliminary Plat at the Subject Property 1700 West Highway 96 to subdivide the parcel into two parcels and the Rezoning of the 10.74 acre parcel identified as Lot 2, Lot 1 Arden Heights Addition to the R- 4 — Multiple Dwelling District for future development of the parcel. BE IT FURTHER RESOLVED that City Council approves Planning Case 24-015 for a Preliminary Plat on the Subject Property 1700 West Highway 96 and a Rezoning of the 10.74 acre parcel on the Subject Property, based on the findings of fact and the submitted plans in the August 26, 2024 Report to the City Council, as amended by the following conditions: 1. The Applicant shall submit to the City a land use application for Final Plat within three (3) months after the date of approval of the Preliminary Plat. 2. The Applicant shall work with the Rice Creek Watershed District to review future modifications to vacate existing drainage and utility easements as well as proposed newly dedicated drainage and utility easements prior to submittal of the Final Plat application. Modifications and newly dedicated easements shall be to the satisfaction of RCWD and the City. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 26 h DAY OF AUGUST, 2024. David Grant, Mayor ATTEST: Julie Hanson, City Clerk To view the final document, access adopted Resolutions viaArden Hills Public Laserfche Wehlink by visiting cityofardenhills. org and clicking onArchived Documents under Helpful Links on our main wehpage. 2 EXHIBIT "A" TO RESOLUTION NO. 2024-041 In- a f -- _z Y — Iqi .� \ ° 0 m ---- , -- ee ti no t ;P e Itf�9�� Y mg� ��Pa\�•v 'j I Yr___ R! Ic @ � °d j.",- ♦V"�-� yet \�, et _ - rS,iw' ° G. 1K g L i � tsi IlE T: a \o Ifti At P... •!d rwxxtoncanxext,•u sxeuwx•m sus ��M RCAMN I �� Ili ,�€ � t •. mx, xx �,,. • .b.x .�. " -.Y e�;� To view the final document access adopted Resolutions via Arden Hills Public Laserfiche Weblinkby visrdng crtyofardemullcorg and clicking on Archived Documents under Helpful Links on our main webpage. 3 Location Map Planning Case #24-015 —Public Hearing Required Applicant: Trident Development, LLC Property Location: 1700 West Highway 96 Request: Preliminary Plat and Rezoning W Actions to Consider • Planning Case 24-015 and the adoption of Resolution 2024-041 for the Preliminary Plat known as "Arden Heights Addition" to subdivide the parcel at 1700 West Highway 96 and to rezone the newly created 10.74 acre lot from B-1 Limited Business District to R-4 Multiple Dwelling District. ' I `-C:: �µ .; C.•..i �i �i Olx I i Ili I i IFVi_'Ji�g li`..--`i / FRS: S/4 •-""•"••"•" 11 6%CHPT l<`� �rj -__._- .___ �aT�- = sue- := �� C{ 2 :6 '• ✓ OF 'HE EA S: _._.._. Ili 8'4 CE EAET 112 AEI •.• .•` F:HE r4; �� \. �'i�✓�- : 1 A E -., •� //1 �"�- 5C/"N�//// //i / r' 0 �,4r�S°S 9'IS WiA � I I �� Green — Lot 1 Purple — Lot 2 z Deadline for Agency Action • The City of Arden Hills received the completed application for this request on July 17, 2024. Pursuant to Minnesota State Statute, the City must act on this request by September 14, 2024 (60 days), unless the City provides the petitioner with written reasons for an additional 60- day review period. With consent of the applicant, the City may extend the review period beyond the initial 120 days. Findings of Fact 1. The Subject Property at 1700 West Highway 96 is located in the B-1— Limited Business District and R-1— Single Family Residential Zoning District. 2. The Arden Hills 2040 Comprehensive Plan designates future land use for the Subject Property as HDR, High Density Residential and as P/I, Public and Institutional. 3. The Applicant has submitted a land use application for a preliminary plat to subdivide the Subject Property into two (2) lots. 4. The proposed subdivided lots would meet the size requirements for lots in their designated zoning classification. 5. The Applicant's land use application includes a request to rezone the proposed 10.74-acre northwest parcel from B-1— Limited Business District to R-4 — Multiple Dwelling District. 6. The proposed 10.74-acre parcel would meet the size requirements for lots in the R-4 Zoning District. 7. The 30 +/- acres of developed land on the Subject Property would remain as R-1— Single Family Residential. 8. The rezoning of the 10.74-acre parcel would resolve a conflict between the Comprehensive Plan and the zoning ordinance. 9. Rezonings require a public hearing prior to action by the City Council. 10. The Planning Commission held a public hearing for this land use application on August 7, 2024. Options and Motion Language • Approval with Conditions: Motion to approve Resolution 2024-041 and Planning Case 24-015 for a Preliminary Plat and Rezoning for the 10.74 acre parcel at 1700 West Highway 96, based on the findings of fact and the submitted plans, as amended by the conditions in the August 26, 2024 Report to the City Council: 1. The Applicant shall submit to the City a land use application for Final Plat within three (3) months after the date of approval of the Preliminary Plat. 2. The Applicant shall work with the Rice Creek Watershed District to review future modifications to vacate existing drainage and utility easements as well as proposed newly dedicated drainage and utility easements prior to submittal of the Final Plat application. Modifications and newly dedicated easements shall to be to the satisfaction of RCWD and the City. • Approval as Submitted: Motion to approve Resolution 2024-041 and Planning Case 24-015 for a Preliminary Plat and Rezoning for the 10.74 acre parcel at 1700 West Highway 96, based on the findings of fact and the submitted materials. Options and Motion Language • Denial: Motion to deny Planning Case 24-015 for a Preliminary Plat and Rezoning for the 10.74 acre parcel at 1700 West Highway 96, based on the following findings: findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. • Table: Motion to table Planning Case 24-015 for a Preliminary Plat and Rezoning for the 10.74 acre parcel at 1700 West Highway 96: a specific reason and information request should be included with a motion to table. Questions? Planning Case 24-015 —Trident Development, LLC — Preliminary Plat and Rezoning