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06-22-2015 Council Packet
EXPANDED AGENDA CITY COUNCIL AGENDA Monday, June 22, 2015 6:30 p.m. (Scheduled to be broadcast on Channel 16) City Council: Mayor Reinert, Council Members Kusterman, Rafferty, Roeser and Stoesz City Administrator: Jeff Karlson COUNCIL WORK SESSION, 6:00 P.M. Community Room (not televised) 1. Review Regular Agenda CITY COUNCIL MEETING, 6:30 P.M. ➢ Roll Call - Council Members Rafferty, Kusterman, Roeser, Stoesz and Mayor Reinert were present ➢ Pledge of Allegiance ➢ Open Mike / Public Comment ➢ Setting the Agenda: Addition or deletion of agenda items The agenda was accepted as presented 1. CONSENT AGENDA A) Consideration of Expenditures: i) June 22, 2015 (Check No. 101562 through 101658 in the amount of $289,125.11; ii) Centennial Fire District (Check No. 6988 through 7002) in the amount of $41,672.34 B) Consider approval of June 1, 2015 Work Session Minutes C) Consider approval of June 8, 2015 Council Meeting Minutes D) Consider approval of Not Waiving Monetary Limits on Tort Liability per MN Statute 466.04 Action Taken: Motion by Rafferty, seconded by Stoesz, to approve Consent Agenda Items 1A through 1D, as presented, was adopted 2. FINANCE DEPARTMENT REPORT No report 3. ADMINISTRATION DEPARTMENT REPORT A) Consider 2nd Reading and Passage of Ordinance No. 02-15, Amending the Code of Ordinances, Chapter 700 Relating to Liquor and Beer, to allow Council Agenda -2- June 22, 2015 EXPANDED AGENDA issuance of more than one on -sale intoxicating liquor licenses per individual, (addnl licenses available to restaurants only), Julie Bartell Action Taken: Motion by Roeser, seconded by Kusterman, to approve the 2°' Reading & adoption of Ordinance No. 02-15 as presented - Yeas, 5; Nays none B) Consider Resolution 15-42, Approving On -Sale Liquor Wine and 3.2 Beer License with Sunday Sales for Elwoods, Julie Bartell Action Taken: Motion by Kusterman, seconded by Roeser, to approve Resolution No. 15-42 as presented, was adopted 4. PUBLIC SAFETY DEPARTMENT REPORT A) Consider Hiring of Two Police Officers Action Taken: Motion by Rafferty, seconded by Stoesz, to approve the hiring of Jacob Swanson and Brittany Meck as recommended, was adopted B) Public Safety Department Update, John Swenson 5. PUBLIC SERVICES DEPARTMENT REPORT No report 6. COMMUNITY DEVELOPMENT REPORT A) Turnberry Crossing Second Addition, Katie Larsen i. Public Hearing. Consider 1st Reading of Ordinance No. 03-15 Vacating a Drainage and Utility Easement Action Taken: Motion by Kusterman, seconded by Roeser, to approve 1st Reading of Ordinance No. 03-15 as presented, was adopted ii. Consider Resolution No. 15-66 Approving the PUD Final Plan/Final Plat Action Taken: Motion by Rafferty, seconded by Stoesz, to approve Resolution No. 15-66 as presented, was adopted iii Consider Resolution No. 15-67 Approving Development Agreement Action Taken: Motion by Stoesz, seconded by Rafferty, to approve Resolution No. 15-67 as presented, was adopted B) Consider Resolution No. 15-68, Accepting bids and Awarding a Construction Contract, 2015 Mill & Overlay Project, Diane Hankee Action Taken: Motion by Kusterman, seconded by Rafferty, to approve Resolution No. 15-68 as presented, was adopted; Roeser abstained C) Consider Resolution No. 15-58, Approving Plans & Specifications & Authorizing Advertisement for Bids, Well No. 6 Pump House, Michael Grochala (Postponedfrom June 8, 2015) Council Agenda -3- June 22, 2015 EXPANDED AGENDA Action Taken: Motion by Stoesz, seconded by Roeser, to postpone Resolution No. 15-58 and direct staff to update the plans and specifications to include no storage, was adopted 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None Adjournment Motion by Roeser, seconded by Kusterman, to adjourn at 7:25p.m. was adopted L- Wednesday, June 24 ^4- Thursday, July 2 4- Monday, July 6 Monday, July 6 4- Wednesday, July 8 +- Monday, July 13 Community Calendar — A Look Ahead June 23, 2015 through July 3, 2015 6:30 pm, Council Chambers 8:00 am, Community Room 6:30 pm, Council Chambers 6:00 pm, Community Room 6:30 pm. Council Chambers 6:30 pm, Council Chambers Environmental Board EDAC Park Board Council Work Session Planning & Zoning City Council Meeting Updated June 19, 2015 CITY COUNCIL AGENDA Monday, June 22, 2015 *********** 6:30 p.m. (Scheduled to be broadcast on Channel 16) City Council: Mayor Reinert, Council Members Kusterman, Rafferty, Roeser and Stoesz City Administrator: Jeff Karlson COUNCIL WORK SESSION, 6:00 P.M. Community Room (not televised) 1. Review Regular Agenda CITY COUNCIL MEETING, 6:30 P.M. ➢ Call to Order and Roll Call ➢ Pledge of Allegiance ➢ Open Mike / Public Comment ➢ Setting the Agenda: Addition or deletion of agenda items 1. CONSENT AGENDA A) Consideration of Expenditures: i) June 22, 2015 (Check No. 101562 through 101658 in the amount of $289,125.11; ii) Centennial Fire District (Check No. 6988 through 7002) in the amount of $41,672.34 B) Consider approval of June 1, 2015 Work Session Minutes C) Consider approval of June 8, 2015 Council Meeting Minutes D) Consider approval of Not Waiving Monetary Limits on Tort Liability per MN Statute 466.04 2. FINANCE DEPARTMENT REPORT No report 3. ADMINISTRATION DEPARTMENT REPORT A) Consider 2nd Reading and Passage of Ordinance No. 02-15, Amending the Code of Ordinances, Chapter 700 Relating to Liquor and Beer, to allow issuance of more than one on -sale intoxicating liquor licenses per individual, (addnl licenses available to restaurants only), Julie Bartell *Council may vote to dispense with full reading of ordinance *Roll call vote is required for adoption of full ordinance Council Agenda -2- June 22, 2015 B) Consider Resolution 15-42, Approving On -Sale Liquor Wine and 3.2 Beer License with Sunday Sales for Elwoods, Julie Bartell 4. PUBLIC SAFETY DEPARTMENT REPORT A) Consider Hiring of Two Police Officers B) Public Safety Department Update, John Swenson 5. PUBLIC SERVICES DEPARTMENT REPORT No report 6. COMMUNITY DEVELOPMENT REPORT A) Turnberry Crossing Second Addition, Katie Larsen i. Public Hearing. Consider 1St Reading of Ordinance No. 03-15 Vacating a Drainage and Utility Easement ii. Consider Resolution No. 15-66 Approving the PUD Final Plan/Final Plat iii Consider Resolution No. 15-67 Approving Development Agreement B) C) Consider Resolution No. 15-68, Accepting bids and Awarding a Construction Contract, 2015 Mill & Overlay Project, Diane Hankee Consider Resolution No. 15-58, Approving Plans & Specifications & Authorizing Advertisement for Bids, Well No. 6 Pump House, Michael Grochala (Postponed June 8, 201 5) 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None Adjournment •- Monday, June 24 14- Thursday, July 2 4- Monday, July 6 4- Monday, July 6 4- Wednesday, July 8 4- Monday, July 13 Community Calendar — A Look Ahead June 23, 2015 through July 3, 2015 6:30 pm, Council Chambers 8:00 am, Community Room 6:30 pm, Council Chambers 6:00 pm, Community Room 6:30 pm. Council Chambers 6:30 pm, Council Chambers Environmental Board EDAC Park Board Council Work Session Planning & Zoning City Council Meeting Expenditures June 22, 2015 Check #101562 to #101658 289,125.11 Accounts Payable Checks by Date -Detail by Vendor Number User: Printed: tracy.thoma 6/17/2015 2:42 PM Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 101579 100 Bureau Of Crim. Apprehension 06/22/2015 6/8/15 Firefighter Fingerprint History Check-A.Emerso 34.75 Total for Check Number 101579: 34.75 Total for Vendor 100 (Bureau Of Crim. Apprehension): 34.75 101569 11 Ace Solid Waste, Inc. 875830 Trash & Recycle 875830 Trash & Recycle 875830 Trash & Recycle 875830 Trash & Recycle 883381 Trash & Recycle 06/22/2015 293.64 61.17 244.47 210.85 -54.03 Total for Check Number 101569: 756.10 Total for Vendor 11 (Ace Solid Waste, Inc.): 756.10 101580 115 Centennial Utilities 06/22/2015 May 2015 Natural Gas -Sunrise 110 19.96 May 2015 Natural Gas -600 Town Ctr Pkwy 100 1,125.49 May 2015 Natural Gas -6918 Sunrise 120 30.14 May 2015 Natural Gas -7204 Lake Dr 130 19.96 May 2015 Natural Gas -6811 Lake Drive 140 25.71 101581 115 Centennial Utilities 86 2nd Quarter Sewer & Water 86 2nd Quarter Sewer & Water Total for Check Number 101580: 06/22/2015 1,221.26 180.91 343.50 Total for Check Number 101581: 524.41 Total for Vendor 115 (Centennial Utilities): 1,745.67 101582 116 CenterPointe Energy 06/22/2015 May 2015 Natural Gas -6774 Black Duck Dr 107 30.28 May 2015 Natural Gas -1187 Main St. 102 52.25 May 2015 Natural Gas -1189 Main St. 104 29.22 May 2015 Natural Gas -6300 Laurene Ave 109 18.20 May 2015 Natural Gas -6666 Black Duck Dr 108 19.86 May 2015 Natural Gas -1179 Main St. 101 19.45 May 2015 Natural Gas -1189 Main St. 103 39.10 May 2015 Natural Gas -6520 Pheasant Run 106 15.00 May 2015 Natural Gas -1180 Birch St. 100 29.06 May 2015 Natural Gas -6786 Clearwater Ck 105 114.70 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 1 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount May 2015 May 2015 Natural Gas -2200 E. Cedar St. Natural Gas -1473 Snow Goose Tr 110 18.20 111 46.73 Total for Check Number 101582: 432.05 Total for Vendor 116 (CenterPointe Energy): 432.05 101583 122 CES Imaging 06/22/2015 INV020011 May Plotter/Scanner Maintenance 80.00 Total for Check Number 101583: 80.00 Total for Vendor 122 (CES Imaging): 80.00 101563 127 Circle Pines Post Office 06/02/2015 6/2/2015 Utility Billing Postage 332.76 6/2/2015 Utility Billing Postage 332.76 Total for Check Number 101563: 665.52 Total for Vendor 127 (Circle Pines Post Office): 665.52 101584 133 City of Hugo 06/22/2015 6/1/2015 Building Department Inspections Total for Check Number 101584: Total for Vendor 133 (City of Hugo): 101585 136 City of Roseville 06/22/2015 0220263 June IT Services 0220295 June Phone Services Total for Check Number 101585: Total for Vendor 136 (City of Roseville): 101586 138 City of St. Paul 06/22/2015 IN00009218 Asphalt Mix Total for Check Number 101586: Total for Vendor 138 (City of St. Paul): 101564 14 AFSCME Council #5 06/05/2015 June 2015 June Union Dues Total for Check Number 101564: Total for Vendor 14 (AFSCME Council #5): 101587 140 Clifton Larson Allen LLC 06/22/2015 936.28 936.28 936.28 6,653.75 1,218.40 7,872.15 7,872.15 3,174.30 3,174.30 3,174.30 767.98 767.98 767.98 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 2 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 1058614 Audit Final Billing 1058614 Audit Final Billing 1058614 Audit Final Billing 1058614 Audit Final Billing 1058614 Audit Final Billing 1058614 Audit Final Billing 1058614 Audit Final Billing 1058614 Audit Final Billing 1,074.26 2,539.16 97.66 390.64 3,613.42 390.64 97.66 1,562.56 Total for Check Number 101587: 9,766.00 Total for Vendor 140 (Clifton Larson Allen LLC): 9,766.00 101588 149 Connexus Energy 06/22/2015 May 2015 Electric 20.00 May 2015 Electric 1,290.36 May 2015 Electric 886.04 May 2015 Electric 424.67 May 2015 Electric 68.32 May 2015 Electric 1,236.33 Total for Check Number 101588: Total for Vendor 149 (Connexus Energy): 101589 151 Costco Wholesale 06/22/2015 5/26/2015 Office Supplies 5/26/2015 Program Supplies 5/26/2015 Program Supplies 101570 18 1-43382 101592 187 0107842 -IN 101593 204 1-4713045 1-4713414 1-4714698 19-721293 41-380057 Total for Check Number 101589: Total for Vendor 151 (Costco Wholesale): All Seasons Rental, Inc. 06/22/2015 Mixing Trailer Rental Total for Check Number 101570: Total for Vendor 18 (All Seasons Rental, Inc.): Earl F. Andersen 06/22/2015 Name Plates Birch Street Total for Check Number 101592: Total for Vendor 187 (Earl F. Andersen): Factory Motor Parts Company 06/22/2015 #388 Housing #388 Brake Rotor Asy Housing Returned #385 Pad Kit #388 Brake Rotor Asy 3,925.72 3,925.72 130.50 114.65 255.54 500.69 500.69 193.37 193.37 193.37 260.46 260.46 260.46 121.71 44.03 -50.00 60.44 88.06 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 3 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 41-380192 Brake RotorAsy 55.03 41-380237 CCA500 RC75 Seized Car to Auction 82.94 41-380680 #379 Spark Plugs 24.78 74-099828 #385 Rotors 107.56 Total for Check Number 101593: 534.55 Total for Vendor 204 (Factory Motor Parts Company): 534.55 101594 210 Ferguson Waterworks #2516 06/22/2015 0141529 Water Supplies 155.40 Total for Check Number 101594: Total for Vendor 210 (Ferguson Waterworks #2516): 101595 224 Linda Francis 06/22/2015 6/1/2015 Mileage Total for Check Number 101595: Total for Vendor 224 (Linda Francis): 101596 225 Frattallone's/Circle Pines Ace 06/22/2015 052264/G Shop drain cleaning supplies 052281/G Roller Cover 101597 227 Spring 2015 155.40 155.40 22.54 22.54 22.54 18.47 6.97 Total for Check Number 101596: 25.44 Total for Vendor 225 (Frattallone's/Circle Pines Ace): 25.44 Freimuth Enterprises, LLC 06/22/2015 Spring Recycling Day Total for Check Number 101597: Total for Vendor 227 (Freimuth Enterprises, LLC): 101598 233 Geck, Duea & Olson, PLLC 15163 Legal -Prosecution Contract 15164 Legal -Forfeiture 06/22/2015 3,140.88 3,140.88 3,140.88 8,250.00 51.50 Total for Check Number 101598: 8,301.50 Total for Vendor 233 (Geck, Duea & Olson, PLLC): 8,301.50 101599 234 Gethsemane Gardens 06/22/2015 6/8/2015 City Hall Landscape Annual Planting Total for Check Number 101599: Total for Vendor 234 (Gethsemane Gardens): 615.00 615.00 615.00 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 4 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 101600 244 Gopher State One -Call 136531 May Tickets 136531 May Tickets 06/22/2015 Total for Check Number 101600: Total for Vendor 244 (Gopher State One -Call): 101602 271 Hawkins, Inc. 06/22/2015 3731822 Chlorine Cylinders Total for Check Number 101602: Total for Vendor 271 (Hawkins, Inc.): 101603 275 Heart & Soul, LLC 06/22/2015 4616 Medical Training Total for Check Number 101603: Total for Vendor 275 (Heart & Soul, LLC): 101571 29 Ameripride Services, Inc. 06/22/2015 1003130967 Shop Towels Total for Check Number 101571: Total for Vendor 29 (Ameripride Services, Inc.): 253.18 253.17 506.35 506.35 50.00 50.00 50.00 100.00 100.00 100.00 33.90 33.90 33.90 101604 298 Hugo Equipment Company 06/22/2015 90267 Rope 10.00 91835 Leaf Blower, Straight Shaft Trimmer 499.90 Total for Check Number 101604: 509.90 Total for Vendor 298 (Hugo Equipment Company): 509.90 101607 306 Image Printing & Graphics, Inc 144289 Business Cards-J.Reinert,T.Payne 144387 Business Cards-S.Werneke 06/22/2015 106.00 69.00 Total for Check Number 101607: 175.00 Total for Vendor 306 (Image Printing & Graphics, Inc): 175.00 101605 310 Hydro-Klean LLC 51740 White, Blue, Green Marking Paint 51740 White, Blue, Green Marking Paint 06/22/2015 168.00 168.00 Total for Check Number 101605: 336.00 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 5 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 310 (Hydro-Klean LLC): 101608 311 Instrumental Research, Inc. 06/22/2015 9371 May City Water Total for Check Number 101608: Total for Vendor 311 (Instrumental Research, Inc.): 101567 312 International Union 06/05/2015 June 2015 June Union Dues Total for Check Number 101567: Total for Vendor 312 (International Union): 336.00 142.50 142.50 142.50 462.00 462.00 462.00 101609 313 Interstate Power Systems, Inc. 06/22/2015 R001101379:01 Perform "B" Generator Inspection 2200 E. Cedai 517.00 R001101380:01 Perform "B" Generator Inspection 6666 Black D 507.00 R001101397:01 Perform "B" Generator Inspection 600 Town Cei 892.00 R001101400:01 Perforin "B" Generator Inspection 6300 Laurene 497.00 R001101401:01 Perforin "B" Generator Inspection 130 Gladstonf 507.00 Total for Check Number 101609: 2,920.00 Total for Vendor 313 (Interstate Power Systems, Inc.): 2,920.00 101610 319 Jani-King Of Minnesota, Inc. MIN06150037 June Monthly Contract MIN06150038 June Monthly Contract 06/22/2015 2,936.00 455.00 Total for Check Number 101610: 3,391.00 Total for Vendor 319 (Jani-King Of Minnesota, Inc.): 3,391.00 101612 330 Tom Johnson 06/22/2015 6/3/2015Refund Coach Refund 15.00 Total for Check Number 101612: 15.00 Total for Vendor 330 (Tom Johnson): 15.00 101613 338 Kennedy & Graven, Chartered 06/22/2015 6/4/2015 Legal Services 2015A GO Bonds 10,224.00 6/4/2015 Legal Services 2015A GO Bonds 1,776.00 Total for Check Number 101613: 12,000.00 101614 338 Kennedy & Graven, Chartered 06/22/2015 125927 April Legal 279.00 Total for Check Number 101614: 279.00 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 6 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 101615 339 Req No 4 Total for Vendor 338 (Kennedy & Graven, Chartered): Keys Well Drilling Company 06/22/2015 Construction Well #6 Total for Check Number 101615: Total for Vendor 339 (Keys Well Drilling Company): 101568 365 Law Enforcement Labor Services 06/05/2015 June 2015 June Union Dues Total for Check Number 101568: 12,279.00 27,573.75 27,573.75 27,573.75 940.00 940.00 Total for Vendor 365 (Law Enforcement Labor Services): 940.00 101617 377 Life Safety Systems Inc. 06/22/2015 66796 Replace Card Access Board Total for Check Number 101617: Total for Vendor 377 (Life Safety Systems Inc.): 101618 418 Menards 06/22/2015 93332 Pry Bar, Pole Scraper, Tool Box Total for Check Number 101618: Total for Vendor 418 (Menards): 101565 42 Anoka Co. Property Records Tax 06/05/2015 6/2/15Deed 3,159.00 3,159.00 3,159.00 20.96 20.96 20.96 Deed Tax to Record Quit Claim Deed 1.65 101572 42 Anoka Co. Property Records Tax 5/31/2015 Easement Encroachment -150 White Pine Rd 5/31/2015 Res No 15-46 CUP for Turnberry Crossing 5/31/2015 Easement Encroachment -163 White Pine Rd 5/31/2015 Easement Encroachment -916 Kelly St Refiled 101619 420 May 2015 May 2015 May 2015 Total for Check Number 101565: 1.65 06/22/2015 46.00 46.00 46.00 46.00 Total for Check Number 101572: 184.00 Total for Vendor 42 (Anoka Co. Property Records Tax): 185.65 Metro Council Env. Services May 2015 SAC May 2015 SAC May 2015 SAC 06/22/2015 17,395.00 32,305.00 -497.00 Total for Check Number 101619: 49,203.00 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 7 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 420 (Metro Council Env. Services): 49,203.00 101620 421 Metro Sales Incorporated INV269567 Copier Maintenance Ricoh MP 4001 SP INV275833 Copier Maintenance Ricoh MP 6002SP 06/22/2015 98.00 50.75 Total for Check Number 101620: 148.75 Total for Vendor 421 (Metro Sales Incorporated): 148.75 101621 423 Metropolitan Council 06/22/2015 0001045278 July Waste Water Services Total for Check Number 101621: Total for Vendor 423 (Metropolitan Council): 101573 44 Anoka Co. Treasury Department 06/22/2015 B150602L July Broadband Total for Check Number 101573: 62,637.33 62,637.33 62,637.33 150.00 150.00 Total for Vendor 44 (Anoka Co. Treasury Department): 150.00 101622 447 MN BCA 06/22/2015 29861 Training-K.McCarthy 75.00 Total for Check Number 101622: 75.00 Total for Vendor 447 (MN BCA): 75.00 101623 477 NAC Mechanical & Electrical 06/22/2015 114837 Test and Rebuild Ten RPZ's 1,974.80 Total for Check Number 101623: 1,974.80 Total for Vendor 477 (NAC Mechanical & Electrical): 1,974.80 101624 483 Nelson Auto Center 06/22/2015 F5324 2015 Ford Police Interceptor Total for Check Number 101624: Total for Vendor 483 (Nelson Auto Center): 101625 489 Peter Noll 06/22/2015 5/21/2015 K9 Vet and Food 25,999.95 25,999.95 25,999.95 1,282.07 Total for Check Number 101625: 1,282.07 Total for Vendor 489 (Peter Noll): 1,282.07 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 8 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 101627 508 Optumhealth Financial Services 06/22/2015 236046 May Cobra Fee Total for Check Number 101627: Total for Vendor 508 (Optumhealth Financial Services): 101628 509 1517-241639 1517-241799 1517-242099 3261-365046 O'Reilly Automotive Stores #207 Power Stg Pump, Fluid #388 Disc Pad Set Stock Anti Freeze #256 Fuel Hose 06/22/2015 70.00 70.00 70.00 76.93 67.62 18.99 20.25 Total for Check Number 101628: 183.79 Total for Vendor 509 (O'Reilly Automotive Stores): 183.79 101629 522 Performance Plus LLC 4060 Screen, Mask Fit, Hep B Titer M. Teinbreull 4068 Hep B Halverson & Monson 06/22/2015 288.00 190.00 Total for Check Number 101629: 478.00 Total for Vendor 522 (Performance Plus LLC): 478.00 101631 534 Pitney Bowes, Inc. 06/22/2015 330554 3rd Qtr Postage Meter Rental 252.00 Total for Check Number 101631: 252.00 Total for Vendor 534 (Pitney Bowes, Inc.): 252.00 101632 535 Plaisted Companies, Inc. 06/22/2015 58994 River Rock 148.49 Total for Check Number 101632: 148.49 Total for Vendor 535 (Plaisted Companies, Inc.): 148.49 101574 54 Aspen Mills, Inc. 06/22/2015 165804 Uniform Replacement-W.Owens 153.30 Total for Check Number 101574: 153.30 Total for Vendor 54 (Aspen Mills, Inc.): 153.30 101633 543 Plymouth Playhouse 06/22/2015 6/8/2015 Senior Trip Deposit 100.00 Total for Check Number 101633: 100.00 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 9 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 543 (Plymouth Playhouse): 101634 545 Polar Chevrolet & Mazda 06/22/2015 59049 #214 Lock Total for Check Number 101634: Total for Vendor 545 (Polar Chevrolet & Mazda): 101635 550 Power Plan OIB 06/22/2015 P32444 #228 Push Pull Cable Total for Check Number 101635: Total for Vendor 550 (Power Plan OIB): 101636 551 Premium Waters, Inc. 06/22/2015 608417-05-15 Kandiyohi Water Total for Check Number 101636: Total for Vendor 551 (Premium Waters, Inc.) : 101637 552 Press Publications, Inc. 473136 Ad PT Scanner Operator 473284 Ad Streets Maintenance Worker 06/22/2015 100.00 122.61 122.61 122.61 134.18 134.18 134.18 61.19 61.19 61.19 115.00 115.00 Total for Check Number 101637: 230.00 Total for Vendor 552 (Press Publications, Inc.): 230.00 101639 575 Rivard Electric Company, Inc. 06/22/2015 3776 Install Pole South End Fawn Lane Total for Check Number 101639: 101641 588 R002179320 Total for Vendor 575 (Rivard Electric Company, Inc.): Safety Kleen Corporation, Inc. 06/22/2015 Solvent Total for Check Number 101641: Total for Vendor 588 (Safety Kleen Corporation, Inc.): 101642 607 SEH Technology Solutions Inc 298046 April GIS Services 298046 April GIS Services 298046 April GIS Services 298046 April GIS Services 298046 April GIS Services 06/22/2015 750.00 750.00 750.00 45.84 45.84 45.84 3,847.25 605.00 103.00 3,755.00 103.00 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 10 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Check Number 101642: 8,413.25 Total for Vendor 607 (SEH Technology Solutions Inc): 8,413.25 101644 619 LouAnn Snell 06/22/2015 5/27/2015 Volunteer Appreciation Supplies Total for Check Number 101644: Total for Vendor 619 (LouAnn Snell): 101645 627 Springbrook Software CM 1027 Consultant Rental Car Credit Parallel Week INV30987 Consultant Travel for Go Live Week 06/22/2015 64.34 64.34 64.34 -23.00 1,331.75 Total for Check Number 101645: 1,308.75 Total for Vendor 627 (Springbrook Software): 1,308.75 101646 634 Staples Advantage 3267637736 Sheet Protectors, Mouse Pads, Sign Here Flags 3267637740 Surge Protectors, Hole Punches, Document Hold 06/22/2015 Total for Check Number 101646: Total for Vendor 634 (Staples Advantage): 101647 635 Star Tribune 06/22/2015 5/31/2015 13 Week Subscription Total for Check Number 101647: Total for Vendor 635 (Star Tribune): 101648 645 Streicher's, Inc. 06/22/2015 I1153825 Uniform Allowance M. Demars I1153944 Uniform Allowance M. Demars Total for Check Number 101648: Total for Vendor 645 (Streicher's, Inc.): 101649 655 TASC - Client Invoices 06/22/2015 IN556916 May Admin Fee Total for Check Number 101649: Total for Vendor 655 (TASC - Client Invoices): 101650 656 TDS Metrocom MN 06/22/2015 6/13/2015 41.03 155.72 196.75 196.75 42.25 42.25 42.25 23.98 24.99 48.97 48.97 95.00 95.00 95.00 Phone Service 36.33 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 11 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 6/13/2015 Phone Service 223.23 Total for Check Number 101650: Total for Vendor 656 (TDS Metrocom MN): 101652 669 Towmaster 06/22/2015 369095 #256 Install Truck Total for Check Number 101652: Total for Vendor 669 (Towmaster): 101653 671 Trans Union LLC 06/22/2015 05511516 Background Checks Total for Check Number 101653: Total for Vendor 671 (Trans Union LLC): 101654 684 Twist Office Products 06/22/2015 724409-0 Staplers Total for Check Number 101654: Total for Vendor 684 (Twist Office Products): 101655 686 U.S. Bank 06/22/2015 4002670 MN GO Bonds 2015A 4002670 MN GO Bonds 2015A Total for Check Number 101655: Total for Vendor 686 (U.S. Bank): 101657 726 White Bear Locksmith, Inc. 06/22/2015 26482 Repair Lock Sunrise Park Total for Check Number 101657: Total for Vendor 726 (White Bear Locksmith, Inc.): 259.56 259.56 15,703.00 15,703.00 15,703.00 74.40 74.40 74.40 71.90 71.90 71.90 680.80 119.20 800.00 800.00 140.00 140.00 140.00 101658 734 Xcel Energy 06/22/2015 6/8/2015 Electric 110 323.03 6/8/2015 Electric 120 26.26 6/8/2015 Electric 100 5,196.94 Total for Check Number 101658: Total for Vendor 734 (Xcel Energy): 101643 745 Silver Star Industries 06/22/2015 5,546.23 5,546.23 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 12 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount BNL -38194-01 #397 & #398 Front Floor Liners 152.26 Total for Check Number 101643: 152.26 Total for Vendor 745 (Silver Star Industries): 152.26 101611 757 Jimmy's Johnnys 88705 Toilet Rental City Hall Park 88706 Toilet Rental Marshan Park 88707 Toilet Rental Centennial Middle School 88708 Toilet Rental Sunrise Park 88709 Toilet Rental Lexington Park 88710 Toilet Rental Blue Heron School 06/22/2015 Total for Check Number 101611: Total for Vendor 757 (Jimmy's Johnnys): 101616 777 Doug Lee 06/22/2015 6/3/15Refund Coach Refund 6/4/15Refund Program Refund -Withdraw 101590 791 6/10/2015 60.00 60.00 315.00 180.00 120.00 60.00 795.00 795.00 30.00 30.00 Total for Check Number 101616: 60.00 Total for Vendor 777 (Doug Lee): 60.00 Ray Culp 06/22/2015 Reimburse Blue Heron Days Float Maintenance/ 1,394.52 Total for Check Number 101590: Total for Vendor 791 (Ray Culp): 101566 796 Gregory A. Burrell 06/05/2015 6/5/2015 Order to Deduct Total for Check Number 101566: Total for Vendor 796 (Gregory A. Burrell): 101638 802 PullTabs Plus Inc 06/22/2015 6/4/2015 Employee Appreciation Party -Raffle Game Total for Check Number 101638: Total for Vendor 802 (PullTabs Plus Inc): 101640 803 John Russell 06/22/2015 6/3/201 SRefund Coach Refund 1,394.52 1,394.52 65.08 65.08 65.08 48.00 48.00 48.00 40.00 Total for Check Number 101640: 40.00 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 13 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 803 (John Russell): 40.00 101656 804 US Department of HUD 06/22/2015 6/4/2015 Utility Final Bill Credit 6489 Kingfisher Ct Total for Check Number 101656: Total for Vendor 804 (US Department of HUD): 101577 805 Bro-Tex Co., Inc. 06/22/2015 463975 Carpet Recycling Total for Check Number 101577: Total for Vendor 805 (Bro-Tex Co., Inc.): 101578 806 Annie Brown 06/22/2015 6/4/2015Refund Reimbursement for Prepayment of Reports Total for Check Number 101578: Total for Vendor 806 (Annie Brown): 26.82 26.82 26.82 304.18 304.18 304.18 78.00 78.00 78.00 101591 807 Daisy Carpet & Upholstery Cleaning, Inc. 06/22/2015 5/29/2015 Clean Office Chairs 280.00 Total for Check Number 101591: 280.00 Total for Vendor 807 (Daisy Carpet & Upholstery Cleaning, Inc.): 280.00 101606 808 Ike's Plumbing & Drain Cleaning, Inc. 06/22/2015 5852 Plumbing Repairs Total for Check Number 101606: Total for Vendor 808 (Ike's Plumbing & Drain Cleaning, Inc.): 101626 809 Karen Ocansey 06/22/2015 6/9/2015Refund Refund 1 Plot Total for Check Number 101626: Total for Vendor 809 (Karen Ocansey): 101630 810 Pitman Investigations LLC 06/22/2015 15-04-004 Investigate and Interview References M. Tembru 15-05-004 Investigate and Interview References K. Torres 15-05-005 Investigate and Interview References J. Frid 15-05-006 Investigate and Interview References T. Sax 480.00 480.00 480.00 30.00 30.00 30.00 310.80 311.25 315.30 318.90 Total for Check Number 101630: 1,256.25 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 14 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 101651 811 2015 Deposit 101601 812 6/18/2015 101575 84 1530 15-181 Total for Vendor 810 (Pitman Investigations LLC): The Music Works 06/22/2015 Band Deposit for Blue Heron Days Total for Check Number 101651: Total for Vendor 811 (The Music Works): Gray Plant Mooty 06/22/2015 Bond Underwriter Counsel to Piper Jaffray Total for Check Number 101601: 1,256.25 200.00 200.00 200.00 10,000.00 10,000.00 Total for Vendor 812 (Gray Plant Mooty): 10,000.00 Blue Tow Service, Inc. 06/22/2015 #15-100830 Dodge Dart 140.00 Total for Check Number 101575: 140.00 Total for Vendor 84 (Blue Tow Service, Inc.): 140.00 101576 85 Bluetarp Financial, Inc. 10745 Air Hose Reel, Sprayer Wand, Couplings, Barb 1640 #256 Busing, Barb 06/22/2015 97.96 5.98 Total for Check Number 101576: 103.94 Total for Vendor 85 (Bluetarp Financial, Inc.): 103.94 Report Total (96 checks): 289,125.11 AP Checks by Date - Detail by Vendor Number (6/17/2015 2:42 PM) Page 15 City of Lino Lakes Activity Codes Code 401 402 403 404 405 407 414 415 416 417 418 420 421 422 430 431 432 450 451 461 462 463 494 495 499 801 802 803 806 808 810 811 812 813 814 816 Description Mayor/Council Administration Elections Cable TV Charter Administration Finance Legal Consultants Economic Development Planning & Zoning Engineering Community Development Police Protection Fire Protection Building Inspections Streets Fleet Management Government Buildings Parks Recreation Environmental Solid Waste Abatement Forestry Water Sanitary Sewer Other Aerobics/Fitness Dodgeball Camp Adult Basketball Youth T -Ball Youth Baseball Camp Youth Playground Youth Safety Camp Youth Art Camps Adult Instruction Other Senior Programs/Book Club Puppet Shows Code 817 819 821 822 823 825 826 827 830 832 835 836 837 839 840 842 847 851 852 854 856 857 859 860 861 862 863 864 866 868 870 875 876 890 Description Spring Fling Community Gardens Youth Dance Classes Family Corn Roast Youth Day Trips Breakfast w/Santa Sweetheart Dance Gobbler Games Adult Golf Lessons Youth Hockey Skills Youth Skating Class Basket Have a Ball Equipment Rental Adult Softball Summer Adult Softball Fall Adult Open Volleyball Sports Sampler Youth Golf Lessons Youth Martial Arts Tennis Lessons Youth Soccer Soccer Fundamentals Letters from Santa Secret Shop Sports Camps Teens Day Trips Baseball Skills Preschool Playtime Toss, Kick & Catch Little Goblins Party Soccer Mini -Camp Snow Day Kite Day Senior Programs AP AP Checks by Account Number User: tracy.thoma Printed: 6/17/2015 2:59:03 PM :heck num check date last name description 101566 6/5/2015 101567 6/5/2015 101568 6/5/2015 101564 6/5/2015 101572 6/22/2015 101572 6/22/2015 101619 6/22/2015 101619 6/22/2015 101578 6/22/2015 101590 6/22/2015 101572 6/22/2015 101627 6/22/2015 101595 6/22/2015 101607 6/22/2015 101637 6/22/2015 101637 6/22/2015 101649 6/22/2015 101587 6/22/2015 101585 6/22/2015 101598 6/22/2015 101598 6/22/2015 101614 6/22/2015 101642 6/22/2015 101607 6/22/2015 101644 6/22/2015 101603 6/22/2015 101622 6/22/2015 101574 6/22/2015 101648 6/22/2015 101648 6/22/2015 101588 6/22/2015 101620 6/22/2015 101629 6/22/2015 101629 6/22/2015 101630 6/22/2015 101630 6/22/2015 101630 6/22/2015 101630 6/22/2015 101653 6/22/2015 101579 6/22/2015 101584 6/22/2015 101592 6/22/2015 101586 6/22/2015 101632 6/22/2015 101618 6/22/2015 Burrell Gregory A. International Union Law Enforcement Labor Services AFSCME Council 45 Anoka Co. Property Records Tax Anoka Co. Property Records Tax Metro Council Env. Services Metro Council Env. Services Brown Annie Culp Ray Anoka Co. Property Records Tax Optumhealth Financial Services Francis Linda Image Printing & Graphics, Inc Press Publications, Inc. Press Publications, Inc. TASC - Client Invoices Clifton Larson Allen LLC City of Roseville Geck, Duea & Olson, PLLC Geck, Duea & Olson, PLLC Kennedy & Graven, Chartered SEH Technology Solutions Inc Image Printing & Graphics, Inc Snell LouAnn Heart & Soul, LLC MN BCA Aspen Mills, Inc. Streicher's, Inc. Streicher's, Inc. Connexus Energy Metro Sales Incorporated Performance Plus LLC Performance Plus LLC Pitman Investigations LLC Pitman Investigations LLC Pitman Investigations LLC Pitman Investigations LLC Trans Union LLC Bureau Of Crim. Apprehension City of Hugo Earl F. Andersen City of St. Paul Plaisted Companies, Inc. Menards Order to Deduct June Union Dues June Union Dues June Union Dues Easement Encroachment -163 White Pine Rd Easement Encroachment -150 White Pine Rd May 2015 SAC May 2015 SAC Reimbursement for Prepayment of Reports Reimburse Blue Heron Days Float Maintenance/Upd Easement Encroachment -916 Kelly St Refiled May Cobra Fee Mileage Business Cards-J.Reinert,T.Payne Ad PT Scanner Operator Ad Streets Maintenance Worker May Admin Fee Audit Final Billing June IT Services Legal -Prosecution Contract Legal -Forfeiture April Legal April GIS Services Business Cards-S.Werneke Volunteer Appreciation Supplies Medical Training Training-K.McCarthy Uniform Replacement-W.Owens Uniform Allowance M. Demars Uniform Allowance M. Demars Electric Copier Maintenance Ricoh MP 4001SP Hep B Halverson & Monson Screen, Mask Fit, Hep B Titer M. Tembreull Investigate and Interview References J. Frid Investigate and Interview References K. Torres Investigate and Interview References T. Sax Investigate and Interview References M. Tembruell Background Checks Firefighter Fingerprint History Check-A.Emerson Building Department Inspections Name Plates Birch Street Asphalt Mix River Rock Pry Bar, Pole Scraper, Tool Box acct 1 base amo 101-000-2040-0 65.08 101-000-2040-0 462.00 101-000-2040-0 940.00 101-000-2040-0 767.98 101-000-2081-0 46.00 101-000-2081-0 46.00 101-000-2120-0 17,395.00 101-000-3414-0 -497.00 101-000-3420-0 78.00 101-401-4900-0 1,394.52 101-402-4300-0 46.00 101-402-4310-0 70.00 101-402-4330-0 22.54 101-402-4340-0 106.00 101-402-4340-0 115.00 101-402-4340-0 115.00 101-402-4410-0 95.00 101-407-4308-0 3,613.42 101-407-4310-0 6,653.75 101-414-4303-0 8,250.00 101-414-4303-0 51.50 101-415-4300-0 279.00 101-418-4300-0 605.00 101-420-4200-0 69.00 101-420-4214-0 64.34 101-420-4330-0 100.00 101-420-4330-0 75.00 101-420-4370-0 153.30 101-420-4370-0 24.99 101-420-4370-0 23.98 101-420-4381-0 20.00 101-420-4410-0 98.00 101-421-4300-0 190.00 101-421-4300-0 288.00 101-421-4300-0 315.30 101-421-4300-0 311.25 101-421-4300-0 318.90 101-421-4300-0 310.80 101-421-4300-0 74.40 101-421-4410-0 34.75 101-422-4410-0 936.28 101-430-4223-0 260.46 101-430-4224-0 3,174.30 101-430-4229-0 148.49 101-430-4240-0 20.96 AP - AP Checks by Account Number (6/17/2015) Page 1 of 4 !.heck num check date 101642 6/22/2015 101642 6/22/2015 101588 6/22/2015 101639 6/22/2015 101658 6/22/2015 101576 6/22/2015 101593 6/22/2015 101593 6/22/2015 101593 6/22/2015 101593 6/22/2015 101593 6/22/2015 101593 6/22/2015 101593 6/22/2015 101593 6/22/2015 101593 6/22/2015 101596 6/22/2015 101604 6/22/2015 101628 6/22/2015 101628 6/22/2015 101628 6/22/2015 101628 6/22/2015 101634 6/22/2015 101635 6/22/2015 101641 6/22/2015 101643 6/22/2015 101571 6/22/2015 101589 6/22/2015 101646 6/22/2015 101646 6/22/2015 101654 6/22/2015 101599 6/22/2015 101657 6/22/2015 101573 6/22/2015 101591 6/22/2015 101606 6/22/2015 101617 6/22/2015 101585 6/22/2015 101650 6/22/2015 101588 6/22/2015 101658 6/22/2015 101580 6/22/2015 101582 6/22/2015 101582 6/22/2015 101582 6/22/2015 101569 6/22/2015 101569 6/22/2015 101569 6/22/2015 101583 6/22/2015 101610 6/22/2015 101610 6/22/2015 101631 6/22/2015 101620 6/22/2015 101636 6/22/2015 101647 6/22/2015 101570 6/22/2015 last name description acct 1 base amo ...,_.... ... SEH Technology Solutions Inc April GIS Services 101-430-4300-0 3,847.25 SEH Technology Solutions Inc April GIS Services 101-430-4300-0 3,755.00 Connexus Energy Electric 101-430-4385-0 1,290.36 Rivard Electric Company, Inc. Install Pole South End Fawn Lane 101-430-4385-0 750.00 Xcel Energy Electric 101-430-4385-0 323.03 Bluetarp Financial, Inc. #256 Busing, Barb 101-431-4221-0 5.98 Factory Motor Parts Company #385 Rotors 101-431-4221-0 107.56 Factory Motor Parts Company Brake Rotor Asy 101-431-4221-0 55.03 Factory Motor Parts Company #388 Housing 101-431-4221-0 121.71 Factory Motor Parts Company CCA500 RC75 Seized Car to Auction 101-431-4221-0 82.94 Factory Motor Parts Company #388 Brake Rotor Asy 101-431-4221-0 44.03 Factory Motor Parts Company #388 Brake Rotor Asy 101-431-4221-0 88.06 Factory Motor Parts Company Housing Returned 101-431-4221-0 -50.00 Factory Motor Parts Company 4379 Spark Plugs 101-431-4221-0 24.78 Factory Motor Parts Company #385 Pad Kit 101-431-4221-0 60.44 Frattallone's/Circle Pines Ace Shop drain cleaning supplies 101-431-4221-0 18.47 Hugo Equipment Company Rope 101-431-4221-0 10.00 O'Reilly Automotive Stores #256 Fuel Hose 101-431-4221-0 20.25 O'Reilly Automotive Stores Stock Anti Freeze 101-431-4221-0 18.99 O'Reilly Automotive Stores #388 Disc Pad Set 101-431-4221-0 67.62 O'Reilly Automotive Stores #207 Power Stg Pump, Fluid 101-431-4221-0 76.93 Polar Chevrolet & Mazda #214 Lock 101-431-4221-0 122.61 Power Plan OIB #228 Push Pull Cable 101-431-4221-0 134.18 Safety Kleen Corporation, Inc. Solvent 101-431-4221-0 45.84 Silver Star Industries #397 & #398 Front Floor Liners 101-431-4221-0 152.26 Ameripride Services, Inc. Shop Towels 101-431-4300-0 33.90 Costco Wholesale Office Supplies 101-432-4200-0 130.50 Staples Advantage Sheet Protectors, Mouse Pads, Sign Here Flags 101-432-4200-0 41.03 Staples Advantage Surge Protectors, Hole Punches, Document Holder 101-432-4200-0 155.72 Twist Office Products Staplers 101-432-4200-0 71.90 Gethsemane Gardens City Hall Landscape Annual Planting 101-432-4211-0 615.00 White Bear Locksmith, Inc. Repair Lock Sunrise Park 101-432-4211-0 140.00 Anoka Co. Treasury Department July Broadband 101-432-4300-0 150.00 Daisy Carpet & Upholstery Cleaning, III Clean Office Chairs 101-432-4300-0 280.00 Ike's Plumbing & Drain Cleaning, Inc. Plumbing Repairs 101-432-4300-0 480.00 Life Safety Systems Inc. Replace Card Access Board 101-432-4300-0 3,159.00 City of Roseville June Phone Services 101-432-4321-0 1,218.40 TDS Metrocom MN Phone Service 101-432-4321-0 223.23 Connexus Energy Electric 101-432-4381-0 886.04 Xcel Energy Electric 101-432-4381-0 5,196.94 Centennial Utilities Natural Gas -600 Town Ctr Pkwy 101-432-4383-0 1,125.49 CenterPointe Energy Natural Gas -1189 Main St. 101-432-4383-0 29.22 CenterPointe Energy Natural Gas -1189 Main St. 101-432-4383-0 39.10 CenterPointe Energy Natural Gas -1187 Main St. 101-432-4383-0 52.25 Ace Solid Waste, Inc. Trash & Recycle 101-432-4384-0 293.64 Ace Solid Waste, Inc. Trash & Recycle 101-432-4384-0 61.17 Ace Solid Waste, Inc. Trash & Recycle 101-432-4384-0 244.47 CES Imaging May Plotter/Scanner Maintenance 101-432-4410-0 80.00 Jani-King Of Minnesota, Inc. June Monthly Contract 101-432-4410-0 2,936.00 Jani-King Of Minnesota, Inc. June Monthly Contract 101-432-4410-0 455.00 Pitney Bowes, Inc. 3rd Qtr Postage Meter Rental 101-432-4410-0 252.00 Metro Sales Incorporated Copier Maintenance Ricoh MP 6002SP 101-432-4410-0 50.75 Premium Waters, Inc. Kandiyohi Water 101-432-4410-0 61.19 Star Tribune 13 Week Subscription 101-432-4452-0 42.25 All Seasons Rental, Inc. Mixing Trailer Rental 101-450-4211-0 193.37 AP - AP Checks by Account Number (6/17/2015) Page 2 of 4 heck num check date last name description acct 1 101576 6/22/2015 101596 6/22/2015 101604 6/22/2015 101588 6/22/2015 101580 6/22/2015 101580 6/22/2015 101580 6/22/2015 101582 6/22/2015 101569 6/22/2015 101611 6/22/2015 101611 6/22/2015 101611 6/22/2015 101611 6/22/2015 101611 6/22/2015 101611 6/22/2015 101589 6/22/2015 101569 6/22/2015 101577 6/22/2015 101597 6/22/2015 101640 6/22/2015 101616 6/22/2015 101616 6/22/2015 101612 6/22/2015 101626 6/22/2015 101587 6/22/2015 101589 6/22/2015 101633 6/22/2015 101651 6/22/2015 101575 6/22/2015 101587 6/22/2015 101587 6/22/2015 101624 6/22/2015 101652 6/22/2015 101645 6/22/2015 101645 6/22/2015 101587 6/22/2015 101565 6/5/2015 101587 6/22/2015 101601 6/22/2015 101619 6/22/2015 101615 6/22/2015 101613 6/22/2015 101655 6/22/2015 101655 6/22/2015 101613 6/22/2015 101656 6/22/2015 101605 6/22/2015 101594 6/22/2015 101602 6/22/2015 101608 6/22/2015 101623 6/22/2015 101587 6/22/2015 101642 6/22/2015 101650 6/22/2015 101562 6/1/2015 Bluetarp Financial, Inc. Frattallone's/Circle Pines Ace Hugo Equipment Company Connexus Energy Centennial Utilities Centennial Utilities Centennial Utilities CenterPointe Energy Ace Solid Waste, Inc. Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Costco Wholesale Ace Solid Waste, Inc. Bro-Tex Co., Inc. Freimuth Enterprises, LLC Russell John Lee Doug Lee Doug Johnson Tom Ocansey Karen Clifton Larson Allen LLC Costco Wholesale Plymouth Playhouse The Music Works Blue Tow Service, Inc. Clifton Larson Allen LLC Clifton Larson Allen LLC Nelson Auto Center Towmaster Springbrook Software Springbrook Software Clifton Larson Allen LLC Anoka Co. Property Records Tax Clifton Larson Allen LLC Gray Plant Mooty Metro Council Env. Services Keys Well Drilling Company Kennedy & Graven, Chartered U.S. Bank U.S. Bank Kennedy & Graven, Chartered US Department of HUD Hydro-Klean LLC Ferguson Waterworks #2516 Hawkins, Inc. Instrumental Research, Inc. NAC Mechanical & Electrical Clifton Larson Allen LLC SEH Technology Solutions Inc TDS Metrocom MN Circle Pines Post Office Air Hose Reel, Sprayer Wand, Couplings, Barb Roller Cover Leaf Blower, Straight Shaft Trimmer Electric Natural Gas -7204 Lake Dr Natural Gas -6811 Lake Drive Natural Gas -6918 Sunrise Natural Gas -1179 Main St. Trash & Recycle Toilet Rental Blue Heron School Toilet Rental City Hall Park Toilet Rental Sunrise Park Toilet Rental Marshall Park Toilet Rental Lexington Park Toilet Rental Centennial Middle School Program Supplies Trash & Recycle Carpet Recycling Spring Recycling Day Coach Refund Program Refund -Withdraw Coach Refund Coach Refund Refund 1 Plot Audit Final Billing Program Supplies Senior Trip Deposit Band Deposit for Blue Heron Days #15-100830 Dodge Dart Audit Final Billing Audit Final Billing 2015 Ford Police Interceptor #256 Install Truck Consultant Travel for Go Live Week Consultant Rental Car Credit Parallel Week Audit Final Billing Deed Tax to Record Quit Claim Deed Audit Final Billing Bond Underwriter Counsel to Piper Jaffray May 2015 SAC Construction Well #6 Legal Services 2015A GO Bonds MN GO Bonds 2015A MN GO Bonds 2015A Legal Services 2015A GO Bonds Utility Final Bill Credit 6489 Kingfisher Ct White, Blue, Green Marking Paint Water Supplies Chlorine Cylinders May City Water Test and Rebuild Ten RPZ's Audit Final Billing April GIS Services Phone Service Utility Billing Postage 101-450-4211-0 101-450-4211-0 101-450-4240-0 101-450-4381-0 101-450-4383-0 101-450-4383-0 101-450-4383-0 101-450-4383-0 101-450-4410-0 101-450-4410-0 101-450-4410-0 101-450-4410-0 101-450-4410-0 101-450-4410-0 101-450-4410-0 101-451-4211-0 101-462-4410-0 101-462-4410-0 101-462-4410-0 201-000-3810-8 201-000-3810-8 201-000-3810-8 201-000-3810-8 201-000-3810-8 201-200-4308-0 201-205-4211-8 201-205-4211-8 205-497-4300-0 207-420-4300-0 301-499-4308-0 401-499-4308-0 402-420-5000-0 402-431-5000-0 403-407-4300-0 403-407-4300-0 406-499-4308-0 422-499-4300-0 422-499-4308-0 478-499-4300-0 478-499-4400-0 479-499-4400-1 481-499-4300-0 481-499-4300-0 482-499-4300-0 482-499-4300-0 601-000-2150-0 601-494-4211-0 601-494-4211-0 601-494-4222-0 601-494-4300-0 601-494-4300-0 601-494-4300-0 601-494-4304-0 601-494-4321-0 601-494-4322-0 base amo 97.96 6.97 499.90 68.32 19.96 25.71 30.14 19.45 210.85 60.00 60.00 180.00 60.00 120.00 315.00 255.54 -54.03 304.18 3,140.88 40.00 30.00 30.00 15.00 30.00 97.66 114.65 100.00 200.00 140.00 390.64 390.64 25,999.95 15,703.00 1,331.75 -23.00 1,074.26 1.65 97.66 10,000.00 32,305.00 27,573.75 1,776.00 119.20 680.80 10,224.00 26.82 168.00 155.40 50.00 142.50 1,974.80 1,562.56 103.00 36.33 324.99 AP - AP Checks by Account Number (6/17/2015) Page 3 of 4 :heck num check date 101563 6/2/2015 101588 6/22/2015 101581 6/22/2015 101582 6/22/2015 101582 6/22/2015 101582 6/22/2015 101582 6/22/2015 101600 6/22/2015 101605 6/22/2015 101587 6/22/2015 101609 6/22/2015 101609 6/22/2015 101609 6/22/2015 101609 6/22/2015 101609 6/22/2015 101642 6/22/2015 101563 6/2/2015 101562 6/1/2015 101658 6/22/2015 101588 6/22/2015 101581 6/22/2015 101582 6/22/2015 101582 6/22/2015 101582 6/22/2015 101582 6/22/2015 101580 6/22/2015 101621 6/22/2015 101600 6/22/2015 101625 6/22/2015 101638 6/22/2015 101572 6/22/2015 last name Circle Pines Post Office Connexus Energy Centennial Utilities CenterPointe Energy CenterPointe Energy CenterPointe Energy CenterPointe Energy Gopher State One -Call Hydro-Klean LLC Clifton Larson Allen LLC Interstate Power Systems, Inc. Interstate Power Systems, Inc. Interstate Power Systems, Inc. Interstate Power Systems, Inc. Interstate Power Systems, Inc. SEH Technology Solutions Inc Circle Pines Post Office Circle Pines Post Office Xcel Energy Connexus Energy Centennial Utilities CenterPointe Energy CenterPointe Energy CenterPointe Energy CenterPointe Energy Centennial Utilities Metropolitan Council Gopher State One -Call Noll Peter PullTabs Plus Inc Anoka Co. Property Records Tax description Utility Billing Postage Electric 2nd Quarter Sewer & Water Natural Gas -6774 Black Duck Dr Natural Gas -1180 Birch St. Natural Gas -6786 Clearwater Ck Natural Gas -6520 Pheasant Run May Tickets White, Blue, Green Marking Paint Audit Final Billing Perform "B" Generator Inspection 130 Gladstone Perform "B" Generator Inspection 600 Town Center ] Perform "B" Generator Inspection 6300 Laurene Perform "B" Generator Inspection 6666 Black Duck Perform "B" Generator Inspection 2200 E. Cedar April GIS Services Utility Billing Postage Utility Billing Postage Electric Electric 2nd Quarter Sewer & Water Natural Gas -6666 Black Duck Dr Natural Gas -1473 Snow Goose Tr Natural Gas -2200 E. Cedar St. Natural Gas -6300 Laurene Ave Natural Gas -Sunrise July Waste Water Services May Tickets K9 Vet and Food Employee Appreciation Party -Raffle Game Res No 15-46 CUP for Turnberry Crossing OID6--b Check-* 01 Eo acct 1 base amo 601-494-4322-0 332.76 601-494-4381-0 1,236.33 601-494-4382-0 343.50 601-494-4383-0 30.28 601-494-4383-0 29.06 601-494-4383-0 114.70 601-494-4383-0 15.00 601-494-4410-0 253.18 602-495-4211-0 168.00 602-495-4300-0 2,539.16 602-495-4300-0 507.00 602-495-4300-0 892.00 602-495-4300-0 497.00 602-495-4300-0 507.00 602-495-4300-0 517.00 602-495-4304-0 103.00 602-495-4322-0 332.76 602-495-4322-0 324.99 602-495-4381-0 26.26 602-495-4381-0 424.67 602-495-4382-0 180.91 602-495-4383-0 19.86 602-495-4383-0 46.73 602-495-4383-0 18.20 602-495-4383-0 18.20 602-495-4383-0 19.96 602-495-4405-0 62,637.33 602-495-4410-0 253.17 801-000-2024-0 1,282.07 801-000-2048-0 48.00 801-000-2300-0 46.00 289,775.09 1,34°1 29q, A5, I I AP - AP Checks by Account Number (6/17/2015) N111.6116110.1.1.1111E Page 4 of 4 CENTENNIAL FIRE DISTRICT Check Register - FIRE GL Page: 1 Check Issue Dates: 6/4/2015 - 6/19/2015 Jun 19, 2015 10:18AM Report Criteria: Report type: Summary GL Check Check Vendor Period Issue Date Number Number Payee Description Check Amount 06/15 06/18/2015 6988 10650 06/15 06/18/2015 6989 10850 06/15 06/18/2015 6990 30480 06/15 06/18/2015 6991 30575 06/15 06/18/2015 6992 30700 06/15 06/18/2015 6993 31137 06/15 06/18/2015 6994 90100 06/15 06/18/2015 6995 120450 06/15 06/18/2015 6996 130205 06/15 06/18/2015 6997 131470 06/15 06/18/2015 6998 160050 06/15 06/18/2015 6999 160130 06/15 06/18/2015 7000 190820 06/15 06/18/2015 7001 220200 06/15 06/18/2015 7002 240100 Grand Totals: ANDOVER FIRE DEPARTMENT ANOKA COUNTY TREASURY D CENTENNIAL UTILITIES CITY OF CIRCLE PINES COED MONKEY CONNEXUS ENERGY IEH AUTO PARTS LLC CITY OF LINO LAKES MMKR, INC MUNICIPAL EMERGENCY SERV PAETEC, INC PERFORMANCE PLUS LLC BENJAMIN J. STEPAN VERIZON WIRELESS XCEL ENERGY FEMA GRANT -PSYCH EXAMS JULY BROADBAND MAY UTILITIES STATION 1 2ND QTR ACCOUNTING SERV! UNIFORMS T SHIRTS MAY STATION 1 ELECTRIC PANEL BULBS TANKER MAY REIMB-FUEL FINAL 2014 AUDIT BILLING THERMAL IMAGING LENS COV PHONES FEMA GRANT -MEDICAL EXAMS EMS INSTRUCTOR PAY COMMUNICATIONS STATION 2 ELECTRIC 3,150.00 187.50 116.30 1,575.00 1,423.00 386.98 3.54 22,508.81 2,750.00 8,553.03 157.99 95.00 225.00 106.22 433.97 41,672.34 M = Manual Check, V = Void Check CENTENNIAL FIRE DISTRICT Invoice Register - Edit Report Page: 1 Input Dates: 6/4/2015 - 6/18/2015 Jun 19, 2015 09:52AM Name Vendor Number Invoice Seq Type Description Invoice Date Payment Due Date Total Cost GL Account GL Period 06/18/2015 10650 ANDOVER FIRE DEPARTMENT ANDOVER 10650 9772 1 Invoi FEMA GRANT -PSYCH EXAMS 06/18/2015 Total 10650 ANDOVER FIRE DEPARTMENT: 10850 ANOKA COUNTY TREASURY DEPT. ANOKA CO 10850 B150602C 1 Invoi JULY BROADBAND Total 10850 ANOKA COUNTY TREASURY DEPT.: 30480 CENTENNIAL UTILITIES CENTENNI 30480 061815 Total 30480 CENTENNIAL UTILITIES: 30575 CITY OF CIRCLE PINES CITY OF CI 30575 061815 Total 30575 CITY OF CIRCLE PINES: 30700 COED MONKEY COED MON 30700 00012320 Total 30700 COED MONKEY: 31137 CONNEXUS ENERGY CONNEXU 31137 061815 Total 31137 CONNEXUS ENERGY: 90100 IEH AUTO PARTS LLC IEH AUTO 90100 38801707 Total 90100 IEH AUTO PARTS LLC: 120450 CITY OF LINO LAKES CITY OF LI 120450 CITY OF LI CITY OF LI CITY OF LI CITY OF LI CITY OF LI CITY OF LI CITY OF LI CITY OF LI CITY OF LI 120450 120450 120450 120450 120450 120450 120450 120450 120450 06/18/2015 1 Invoi MAY UTILITIES STATION 1 06/18/2015 1 Invoi 2ND QTR ACCOUNTING SERVI 06/18/2015 1 Invoi UNIFORMS T SHIRTS 06/18/2015 1 Invoi MAY STATION 1 ELECTRIC 06/18/2015 1 Invoi PANEL BULBS TANKER 06/18/2015 061815 1 Invoi 061815 2 Invoi 061815 3 Invoi 061815 4 Invoi 061815 5 Invoi 061815 6 Invoi 061815 7 Invoi 061815 8 Invoi 061815 9 Invoi 061815 10 Invoi Total 120450 CITY OF LINO LAKES: 130205 MMKR, INC MMKR, INC 130205 Total 130205 MMKR, INC: MAY REIMB-FT SALARIES MAY REIMB-PAYROLL TAXES MAY REIMB-INSURANCE MAY REIMB-EMS COORD SALA MAY REIMB-EMS COORD PAYR MAY REIMB-EMS COORD INSU MAY REIMB-FEMA SALARIES MAY REIMB-FEMA PAYROLL TA MAY REIMB- FEMA INSURANCE MAY REIMB-FUEL 38011 1 Invoi FINAL 2014 AUDIT BILLING 131470 MUNICIPAL EMERGENCY SERVICES INC MUNICIPAL 131470 00636563 1 Invoi TURNOUT GEAR MUNICIPAL 131470 00638417 1 Invoi THERMAL IMAGING LENS COV 06/18/2015 3,150.00 201-42-2230-309 06/15 3,150.00 06/18/2015 187.50 801-42-2210-321 06/15 187.50 06/18/2015 116.30 801-42-2210-380 06/15 116.30 06/18/2015 1,575.00 801-42-2210-301 06/15 1,575.00 06/18/2015 1,423.00 801-42-2210-218 06/15 1,423.00 06/18/2015 386.98 801-42-2210-380 06/15 06/18/2015 386.98 3.54 801-42-2210-404 06/15 3.54 06/18/2015 06/18/2015 9,812.35 06/18/2015 06/18/2015 1,662.68 06/18/2015 06/18/2015 720.89 06/18/2015 06/18/2015 3,149.09 06/18/2015 06/18/2015 488.56 06/18/2015 06/18/2015 150.00 06/18/2015 06/18/2015 4,651.20 06/18/2015 06/18/2015 681.34 06/18/2015 06/18/2015 569.07 06/18/2015 06/18/2015 623.63 06/18/2015 22,508.81 801-42-2210-101 801-42-2210-120 801-42-2210-130 801-42-2240-104 801-42-2240-120 801-42-2240-130 201-42-2210-101 201-42-2210-120 201-42-2210-130 801-42-2210-212 06/15 06/15 06/15 06/15 06/15 06/15 06/15 06/15 06/15 06/15 06/18/2015 2,750.00 801-42-2210-301 06/15 2,750.00 06/18/2015 06/18/2015 8,520.16 801-42-2210-570 06/15 06/18/2015 06/18/2015 32.87 801-42-2210-405 06/15 CENTENNIAL FIRE DISTRICT Invoice Register - Edit Report Page: 2 Input Dates: 6/4/2015 - 6/18/2015 Jun 19, 2015 09:52AM Name Vendor Number Invoice Seq Type Description Invoice Date Payment Due Date Total Cost GL Account GL Period Total 131470 MUNICIPAL EMERGENCY SERVICES INC: 8,553.03 160050 PAETEC, INC PAETEC, 1 160050 58464059 1 lnvoi PHONES 06/18/2015 06/18/2015 157.99 801-42-2210-321 06/15 Total 160050 PAETEC, INC: 157.99 160130 PERFORMANCE PLUS LLC PERFORM 160130 4059 1 Invoi FEMA GRANT -MEDICAL EXAMS 06/18/2015 06/18/2015 95.00 201-42-2230-308 06/15 Total 160130 PERFORMANCE PLUS LLC: 95.00 190820 BENJAMIN J. STEPAN BENJAMIN 190820 061815 1 Invoi EMS INSTRUCTOR PAY 06/18/2015 06/18/2015 225.00 801-42-2240-302 06/15 Total 190820 BENJAMIN J. STEPAN: 225.00 220200 VERIZON WIRELESS VERIZON 220200 97468121 1 lnvoi COMMUNICATIONS 06/18/2015 06/18/2015 106.22 801-42-2210-321 06/15 Total 220200 VERIZON WIRELESS: 106.22 240100 XCEL ENERGY XCEL ENE 240100 061815 1 Invoi STATION 2 ELECTRIC 06/18/2015 06/18/2015 433.97 801-42-2210-380 06/15 Total 240100 XCEL ENERGY: 433.97 Total 06/18/2015: 41, 672.34 6/18/2015 GL Period Summary GL Period Amount 06/15 41,672.34 Grand Totals: 41,672.34 Grand Totals: 41,672.34 Report GL Period Summary GL Period Amount 06/15 41,672.34 Grand Totals: 41,672.34 Vendor number hash: 1719387 Vendor number hash - split: 2803437 Total number of invoices: 16 Total number of transactions: 25 CENTENNIAL FIRE DISTRICT Invoice Register - Edit Report Page: 3 Input Dates: 6/4/2015 - 6/18/2015 Jun 19, 2015 09:52AM Terms Description Invoice Amount Discount Amount Net Invoice Amount Terms Description Invoice Amount Discount Amount Net Invoice Amount Open Terms 41,672.34 .00 41,672.34 Grand Totals: 41,672.34 .00 41,672.34 CITY COUNCIL WORK SESSION June 1, 2015 DRAFT CITY OF LINO LAKES 2 MINUTES 3 4 DATE : June 1 2015 5 TIME STARTED : 6:00 p.m. 6 TIME ENDED : 9:30 p.m. 7 MEMBERS PRESENT : Council Member Stoesz, Kusterman, 8 Rafferty, Roeser and Mayor Reinert 9 MEMBERS ABSENT : None 10 11 12 Staff members present: City Administrator Jeff Karlson; Public Services Director Rick 13 DeGardner; Public Safety Director John Swenson; Community Development Director 14 Michael Grochala; Environmental Coordinator Marty Asleson; City Engineer Diane 15 Hankee; Utility Supervisor Tim Hillescheim; Park Supervisor Mike Hoffman; Public 16 Services Director Rick DeGardner; City Clerk Julie Bartell 17 18 1. Emerald Ash Borer Management Plan- Environmental Coordinator Asleson 19 and Park Supervisor Hoffman reported. Mr. Asleson noted locations where Emerald Ash 20 Borer (EAB) infestation has been identified (in the metro area). His report includes the 21 Lino Lakes EAB Management Plan that was adopted in 2011 and that gives staff options 22 for the removal or treatment of public ash trees. That plan has been reviewed by the 23 Environmental Board and they have made recommendations for updates, including a 24 2016 budget request for $5,000 for tree replacement. He explained plans to bring in 25 someone to harvest low value trees, noting that dying trees can be a hazard. There are 26 sites ready to receive the harvested tree material. Staff is in a position to treat some high 27 value trees. Starting now, he believes that the city could finish the efforts in five or six 28 years. The city has a practice of planting different types of trees and that will continue 29 with the replacement program. The Environmental Board also recommends that the cost 30 of replacement trees to property owners should be kept low to encourage participation. In 31 the area of tree work and contractors, he suggests that the city may want to consider 32 licensing to ensure they are following best practices. In discussing how staff will be 33 involved in the program, the council heard about impacts that could occur on other work 34 areas. Staff is planning to stage as much work as possible in-house over the next six - 35 seven years. Mr. Hoffman noted that there will be situations (trees) that staff cannot 36 handle; they are not trained as loggers. 37 38 The council asked about the removal of stumps (will not be done), and the number of 39 trees already removed (estimated at 220, mostly in the city parks). When Mayor Reinert 40 asked how many of the estimated 10,000 ash trees in the city are located on private 41 property, staff said more than half. There was a review of how Anoka County is 42 addressing the problem in the park reserve, and that includes a log burning program. 43 The council discussed what is budgeted for work this year and out years. 44 CITY COUNCIL WORK SESSION June 1, 2015 DRAFT 45 Public Services Director DeGardner explained that currently staff is managing the efforts 46 by working as they are able. If and when there is a need to move faster, that could mean 47 outsourcing. 48 49 2. Well No. 6 Pump House — Public Services Director DeGardner and Utility 50 Supervisor Hillescheim reported; Kurt Johnson of Stantec (consultant on the project) was 51 also present. Staff provided the council with drawings of the different views of the 52 proposed well house and noted that the staff report in the council packet contains pictures 53 of other well houses. Mr. Johnson explained that the drawings handed out are actually 54 design modifications based on council discussion. Modifications shown include: 55 - no windows (he noted that the facility will include a security system and the windows 56 originally presented are made of a very secure and tough material); 57 - a gabled look; 58 - windows included. 59 60 It was noted that removal of the windows would result in a very modest cost reduction. 61 Mayor Reinert suggested that the reason for the windows is to help the structure blend 62 into the neighborhood. Council Member Stoesz asked if it's possible to have a well 63 house separate from the well and Mr. Hillescheim said it doesn't have to be on top of the 64 well but its purpose is to protect the wellhead (there are government requirements) and so 65 it makes sense. 66 67 The council discussed the cost of building the pump house and Mr. Johnson provided 68 information on what is included in the cost, including that the cost of the building is about 69 50% and the mechanicals the remainder. Council Member Rafferty voiced some concern 70 about the $400,000 cost of the building and the indication that $200,000 of that is the 71 storage area. He also asked if the garage door could be brought down to a standard size; 72 Mr. Hillescheim explained that the larger door makes the storage more usable for large 73 city equipment. He also reminded the council that this would be a block structure that 74 will stand for 100 years. Mr. DeGardner remarked that the cost included in the staff 75 report is an estimate and the project will go out for bid; also he believes that including the 76 storage area is important and a good choice. Mr. Hillescheim explained how having 77 storage in the area will save trips and time for public service jobs. 78 79 Mayor Reinert suggested that the council appears to be discussing options for the project. 80 One option is to have the authorization for bids on the next council agenda and allow that 81 process to bring clarity to the real cost and then the council could still discuss the project 82 elements. Council Member Roeser remarked that the council has scheduled a tour of city 83 assets and that will provide insight on city needs. Council Member Rafferty suggested 84 that the city should get bids when ready and use alternates if that is necessary; he also 85 thinks the tour will provide good information. Mr. DeGardner noted that there is 86 somewhat of a time constraint on moving ahead with the project as it relates to staying in 87 this year's construction season. 88 2 CITY COUNCIL WORK SESSION June 1, 2015 DRAFT 89 The plans will be enhanced according to council direction and provided in the Friday 90 Update; if the council is comfortable, they will vote at the meeting on Monday. 91 92 3. Rice Lake Land Donation — Community Development Director explained that 93 this piece of land was recently donated and accepted by the city and the council has posed 94 questions about future use. Probably the best use is going to be as ponding for wetland 95 mitigation and perhaps, in the long term, if a trail were to come down Hodgeson Road 96 eventually, it would be on this side and then maybe it could be used as a wayside stop. 97 The council discussed the absence of buildable land on the lot and Council Member 98 Roeser pointed out an area where a trail was built over wetland. Regarding the 99 possibility of a dock, Mr. Grochala explained that the lake is very shallow so lake 100 recreation such as fishing would be marginal. 101 102 4. Liquor Licensing — Restriction of one license per individual- City Clerk Bartell 103 noted that the council discussed this code language at the last work session. More 104 information is included in the staff report in the area of controls that the council has over 105 liquor licensing in the city. The previous council discussion centered on restaurants so 106 the new language presented would allow additional licenses at restaurants only. 107 108 The mayor said the council has discussed the matter three times and he is supportive of 109 the change. Council Member Roeser noted that one liquor license holder was present at 110 the last discussion and did not have a problem with the change. 111 112 The council discussed whether a limitation would allow one additional license or 113 unlimited. 114 115 The council concurred that the language presented by staff (allowing unlimited additional 116 licenses to restaurants) should be presented for first reading at the next council meeting. 117 118 5. Update on 2015 State Liquor Law Amendments — City Clerk Bartell noted that 119 there were changes approved by the state this year to liquor regulations that impact cities. 120 In the case of these state law changes, they do not become effective at the city level unless 121 they are also enacted by the city. The changes were briefly reviewed: 122 123 - Sunday sales of growlers (breweries), the city does have one licensed brewery, 124 Hammerheart, and they do have a Sunday sales license for their taproom and they do have 125 an off -sale license for growlers. Staff understands they are interested in selling growlers 126 on Sunday. The council did approve an ordinance last year that concurred with state law 127 allowing Sunday sales in taprooms so they are already open on Sunday and selling on - 128 sale. 129 130 -On-Sale Sunday sales beginning at 8:00 a.m.- Currently the city allows Sunday on -sale 131 to begin at 10:00 a.m. (8:00 a.m. every other day besides Sunday). The law would allow 132 sales two hours earlier on Sundays. The American Legion may be interested in this 133 option since they have some breakfast events that are impacted by the 10:00 a.m. start 3 CITY COUNCIL WORK SESSION June 1, 2015 DRAFT 134 time. The Mayor noted that he heard the American Legion doesn't feel strongly about 135 the 8:00 a.m. change but they would use it if available. 136 137 The council discussed the changes, allowed the Police Chief to weigh in (he has no direct 138 objections) and concurred that they do not have an issue with either change and will 139 follow the state. 140 141 6. Council Packet Process- City Clerk Bartell noted that, based on a council 142 discussion about the flow of information for meetings, staff has prepared a packet process 143 update report. It is important that the council receive information in complete form and 144 on a timely basis. The mayor said he recognizes that there will always be situations 145 where information flows later because it's an imperfect world. Council Member Rafferty 146 clarified that his recent concern related to expenditure information not being included in 147 the packet but at the same time he has a continuing concern when a council packet is 148 posted the same day as council discussion will occur (such as this evening's work 149 session). 150 151 Mayor Reinert noted that the discussion brought forward the idea that when a council 152 member asks for information on an agenda item, the response to that request should go to 153 all council members. He thinks that is a good practice. 154 155 Council Member Stoesz suggested that a user based system may be something the city 156 should look at. He noted the possibility of putting in a kiosk at city hall with access to 157 records and to a printer and the possibility of growing the system to access thinks like the 158 financial system. Staff suggested there is availability of information to the public on the 159 city website and through a computer at the building desk. The council discussed areas 160 where access to data would make sense and Administrator Karlson suggested that this 161 type of initiative would be difficult to staff and locate at this time but may fit into the 162 upcoming technical upgrade for the council chambers. Mayor Reinert said he doesn't 163 want to see the idea dropped and asked that staff keep it as a goal. 164 165 7. Council Updates/Boards and Commissions - 166 167 Council Member Rafferty noted that it's helpful for council members to attend advisory 168 board meetings. There is so much good background information at that level. Mayor 169 Reinert noted that he heard about the status of the Mattamy homes project at the Planning 170 and Zoning Board meeting. Community Development Director Grochala explained that 171 preview of projects by advisory boards is helpful to developers in understanding what 172 would be good as they put together their final proposal. The Mayor noted that 173 commercial is missing from that project mainly because that developer doesn't do 174 commercial. 175 176 Lino Lakes Ambassadors Program — Council Member Roeser reported on the project to 177 upgrade the city's float. The group has finished the float project and has gotten a tarp to 178 cover the float. They would like to do an unveiling here at city hall and get some 4 CITY COUNCIL WORK SESSION June 1, 2015 DRAFT 179 publicity for the program. The council concurred to participate in such an event. Public 180 Services Director DeGarner noted that the Twin Cities Gateway tourism organization did 181 contribute $1,800 to the float. 182 183 8. Monthly Progress Report — Administrator Karlson reviewed his written report. 184 185 Regarding CFRA vs. Lino Lakes, the mayor suggested a communication to the public on 186 the matter. 187 188 Regarding the council's request for a history of union negotiations, Mr. Karlson asked for 189 clarification. There are not substantial records on negotiations because they are not 190 permanent. That fact limits the amount of history that can be put together. The mayor 191 clarified that the information is intended for future reference, as a history to be used by 192 future councils as they consider contracts. He suggests that Mr. Karlson work to put 193 together as much history as is available on requests that have been made by unions. 194 195 9. Review Regular Agenda for Council Meeting of June 8, 2015. The agenda 196 was reviewed and there were no changes. 197 198 The meeting was adjourned at 9:30 p.m. 199 200 These minutes were considered, corrected and approved at the regular Council meeting 201 held on June 22, 2015. 202 203 204 205 206 Julianne Bartell, City Clerk Jeff Reinert, Mayor 207 5 COUNCIL MINUTES June 8, 2015 DRAFT 1 CITY OF LINO LAKES 2 MINUTES 3 4 5 DATE : June 8, 2015 6 TIME STARTED : 6:30 p.m. 7 TIME ENDED : 8:00 p.m. 8 MEMBERS PRESENT : Council Member Stoesz, Kusterman, Rafferty, 9 Roeser, and Mayor Reinert 10 MEMBERS ABSENT 11 12 Staff members present: City Administrator Jeff Karlson; Community Development Director Michael 13 Grochala; City Engineer Diane Hankee; Public Safety Director John Swenson; and City Clerk Julie 14 Bartell 15 16 PUBLIC COMMENT 17 18 There were no public comments. 19 20 Mayor Reinert noted that just previous to tonight's meeting, the council reviewed the updated Lino 21 Lakes Ambassadors float. The volunteers with the Ambassadors program did a wonderful job and 22 float will represent the city well. 23 24 SETTING THE AGENDA 25 26 The agenda was approved as presented. 27 28 SPECIAL PRESENTATION 29 30 Cliff Vick of CenterPoint Energy presented the city with a check for $2,500 as a grant through their 31 Community Partnership Grant Program. The funds will be used by the Public Safety Department to 32 purchase a thermal imaging unit for use by the Fire Department. Mayor Reinert officially accepted 33 the funds and thanked Mr. Vick on behalf of the city and its residents. 34 35 CONSENT AGENDA 36 37 Council Member Rafferty moved to approve the Consent Agenda, Items 1A through 1G as presented. 38 Council Member Stoesz seconded the motion. Motion carried on a voice vote. 39 40 ITEM ACTION 41 42 Consideration of Expenditures: 43 44 June 8, 2015, Check No. 101500-101561, in the amount 45 Of $281,457.54 Approved 1 COUNCIL MINUTES June 8, 2015 DRAFT 46 47 Centennial Fire District (Check No. 6970-6983, 48 in the amount of $16,503.87 & Visa pmt of $1,820.47) Approved 49 50 May 26, 2015 Council Work Session Minutes Approved 51 52 May 26, 2015 Council Meeting Minutes Approved 53 54 Resolution No. 15-59, Approving Peddler License 55 For Big Bell Ice Cream Approved 56 57 Resolution No. 15-60, Approving the Renewal of 58 Liquor, Wine, Beer and Dance licenses for the 2015/2016 59 Licensing period Approved 60 61 Resolution No. 15-64, Approving a Peddler License for 62 Edward Jones Financial Approved 63 64 Resolution No. 15-65, Approving the Renewal of 65 Tobacco Licenses for the 2015/2016 licensing period Approved 66 67 FINANCE DEPARTMENT REPORT 68 69 There was no report from the Finance Department. 70 71 ADMINISTRATION DEPARTMENT REPORT 72 73 3A) Temporary Wage Increase for Paula Schloer and Tracy Thoma - Administrator Karlson 74 noted that the position of Finance Director is currently vacant and while the hiring process for the 75 position proceeds he is recommending that certain Finance Department staff members receive a 76 temporary wage increase. Mayor Reinert noted that part of this is driven by labor contracts that call 77 for wage recognition when duties are increased. This will be a temporary situation and he is 78 appreciative that staff is willing to cover these duties as is currently necessary. 79 80 The council received an update on the process for filling the Finance Director position. Council 81 Member Kusterman recommended that the city reach out past just governmental finance persons in 82 seeking applicants. There could be qualified individuals working in a government auditing capacity 83 or even accounting firms that include services to municipalities. When asked if he'd like to review 84 applications, Council Member Kusterman responded that he'd be glad to help but he does trust staff 85 to handle the process. 86 87 Council Member Roeser moved to approve the temporary wage increase recommended for Ms. 88 Schloer and Ms. Thoma. Council Member Kusterman seconded the motion. Motion carried on a 89 voice vote. 90 2 COUNCIL MINUTES June 8, 2015 DRAFT 91 3B) Resolution No. 15-07, Establishing the 2015 Compensation Plan for Non -Union Employees - 92 Administrator Karlson asked for the council's approval of the wage plan presented in his staff report. 93 He noted that the council received a report from Ann Antonsen of Springsted on this subject and the 94 process used to establish salary levels. He noted his recommendation of a two percent increase for 95 non union employees and an additional increase for the position of Director of Public Safety and 96 Director of Community Development as discussed previously. 97 98 It was noted that the council requested some background information from Ms. Antonsen and that 99 hasn't been received as yet. 100 101 Council Member Kusterman moved to approve Resolution No. 15-07 as presented. Council Member 102 Roeser seconded the motion. Motion carried on a voice vote. 103 104 3C) 1st Reading of Ordinance No. 02-15, Amending the Code of Ordinances, Chapter 700 105 Relating to Liquor and Beer, to allow issuance of more than one on -sale intoxicating liquor 106 licence per individual (addnl licenses available to restaurants only)- City Clerk Bartell reported 107 that at recent work sessions, the council has discussed language in the city's liquor regulations that 108 reads "No more than one intoxicating liquor license shall be directly or indirectly issued within the 109 City to any one person". This regulation limits holders of liquor licenses in the city from expanding 110 their business, as in the case of a current off sale license holder who would like to open a restaurant 111 with strong beer and wine. In considering a change the council invited comments from current license 112 holders, looked at regulations in other cities and considered how liquor sales are regulated by both the 113 city and state. As directed, staff has prepared an ordinance that would remove this language from the 114 city code and add language that limits additional licenses to restaurants. 115 116 Council Member Roeser concurred that the council has discussed this matter several times. They've 117 done the research before considering this change. Mayor Reinert added that the council finds that 118 this change should help to promote restuarants in the city. 119 120 Council Member Roeser moved to approve the 1St Reading of Ordinance No. 02-15 as presented. 121 Council Member Kusterman seconded the motion. Motion carried on a voice vote. 122 123 PUBLIC SAFETY DEPARTMENT REPORT 124 125 4A) Authorization to Hire Paid On -Call Fire Personnel- Police Chief Swenson requested 126 council authorization to hire Mark Tembruell. He has passed through the department's thorough 127 hiring process and would bring his experience in the fire suppression business to the city's fire 128 department. 129 130 Council Member Rafferty moved to approve the hiring of Mark Tembruell as recommended. Council 131 Member Stoesz seconded the motion. Motion carried on a voice vote. 132 133 4B) Consider Acceptance of Monetary Donation- Police Chief Swenson reviewed his request 134 for council authorization to accept a donation to the Public Safety Fire Division in the amount of $50 135 from Sarah and Charles Peterson. The donation was received in memory of Lino Lakes resident 3 COUNCIL MINUTES June 8, 2015 DRAFT 136 Martha DeHaven. Mayor Reinert offered special thanks to Martha, noting that she was a big 137 proponent of the Lino Lakes Fire Department. He also noted her involvement in the beautiful 138 landscaping project outside city hall. She was always ready, willing and able to help the city. 139 140 Council Member Rafferty moved to accept the donation as presented. Council Member Stoesz 141 seconded the motion. Motion carried on a voice vote. 142 143 4C) Public Safety Department Update — Police Chief Swenson updated the council: 144 - New Fire Station Project — progress on construction is evident at the site and is currently 145 ahead of schedule. The rainy weather has actually been fortunate because the sandy soil at the 146 site is more tolerant resulting in extra constructors being assigned to that project. 147 Training and Recruitment — There are currently 19 fully certified firefighters and the number 148 will rise to 32 by the end of August. The department is still recruiting for the last remaining 149 spots. 150 Equipment — One new fire engine was reviewed by the council previous to the council 151 meeting. It is equipped and ready to go. 152 Thermal Imaging Equipment — Early in the meeting the council formally accepted a grant 153 from CenterPoint Energy and those funds will be used toward the purchase of a unit (total cost 154 is approximately $8,500). He expects the department will have a few of the units since they 155 are very valuable for use at fire scenes. Mayor Reinert and Chief Swenson noted the 156 equipment that the department will be receiving from Centennial Fire District. 157 - Special Pension Legislation — A special law was passed that allows the transfer of pension 158 positions to the new fire department. Mayor Reinert noted that it was the City that wanted this 159 legislation and he is glad it came to fruition. 160 161 Mayor Reinert noted the outcome of a lawsuit brought in regard to the fire department. It was 162 dismissed with prejudice. That decision was appealed but upheld by the Court of Appeals. Council 163 Member Roeser noted that the suit cost the taxpayers considerable funds. 164 165 PUBLIC SERVICES DEPARTMENT REPORT 166 167 There was no report from the Public Services Department. 168 169 COMMUNITY DEVELOPMENT DEPARTMENT REPORT 170 171 6A) Resolution No. 15-58, Approving Plans and Specifications and Authorizing 172 Advertisement for Bids for Well No. 6 Pump House- Community Development Director Grochala 173 noted the report and plans before the council, adding that there has been a change introduced to the 174 plans based on the council's previous review. 175 176 Council Member Rafferty said he appreciates the effort and change proposed to this design. He is 177 also thinking about the storage element of the project in terms of what other city storage is already 178 available in the area of this pump house. He wonders about the prospect of making the storage 179 (garage) element an alternate in the bidding process. Mr. Grochala explained that the storage 180 element is a large part of the building so it can't be handled as an alternate. Removing the storage 4 COUNCIL MINUTES June 8, 2015 DRAFT 181 would scale down the project significantly so it would really be an entirely different product. Mr. 182 Grochala added that the storage planned isn't necessarily for the well house itself but for overall 183 Public Works department use. 184 185 Mayor Reinert remarked that he knows that Council Member Rafferty is doing his homework on this 186 project; he wonders if the council needs more time for discussion on the matter. Council Member 187 Roeser noted that the council will be taking a tour next week of all city assets (buildings) and perhaps 188 that will provide more insight into storage needs. 189 190 Council Member Rafferty moved to postpone consideration of Resolution No. 15-58. Council 191 Member Stoesz seconded the motion. Motion carried on a voice vote. 192 193 6B) Resolution No. 15-61, Approving Construction Services Contract with WSB for 194 Birch/Centerville Road Street and Utility Improvements — City Engineer Hankee explained that 195 this project is nearing completion and the proposal before the council is for WSB to finalize what 196 remains. The cost of the services remaining would be billed to the city and the amount presented is a 197 "not to exceed". 198 199 Council Member Stoesz moved to approve Resolution No. 15-61 with an amendment to indicate that 200 the amount is "not to exceed". Council Member Roeser seconded the motion. Motion carried on a 201 voice vote. 202 203 6C) Resolution No. 15-62, Approving Construction Services Contract with WBS for the 2015 204 Street Reconstruction Project (Shenandoah Area) — City Engineer Hankee explained the work on 205 this project that is underway and how staff is keeping the public up to date on the city website. She 206 confirmed that the project is on schedule and the permit from the Rice Creek Watershed District is in 207 place. The project will be done in three phases. The council reviewed the plans for to deal with ash 208 trees present in the project area. 209 210 Council Member Stoesz moved to approve Resolution No. 15-62 with an amendment to indicate that 211 the amount is "not to exceed". Council Member Rafferty seconded the motion. Motion carried on a 212 voice vote. 213 214 6D) Resolution No. 15-63, Approving a Professional Design Services Contract with WSB for 215 the Birch Street By -Pass Lane at Old Birch Street- City Engineer Hankee reviewed the request to 216 approve a contract with WSB for the design of a by-pass lane related to the Saddle Club development. 217 The design fees will be paid by the developer and the cost of improvements will be funded by Anoka 218 County. The contract authorizes WSB to go ahead with design plans and specifications. 219 220 Mayor Reinert noted that there were some concerns raised by residents at the public meeting held on 221 the development. Were those concerns resolved? Ms. Hankee explained that staff has worked to 222 resolve concerns overall. There are some residents that have drainage concerns and staff continues to 223 work with them. Mayor Reinert suggested that he believes in letting people know that the city will 224 help with their issue and be there in the long term if issues arise later. 225 5 COUNCIL MINUTES June 8, 2015 DRAFT 226 Council Member Kusterman moved to approve Resolution No. 15-63 as presented. Council Member 227 Roeser seconded the motion. Motion carried on a voice vote. 228 229 6E) Resolution No. 15-53, Authorizing Feasibility Study for the Development of a Water 230 Reuse /Irrigation System- City Engineer Hankee noted that the question of moving ahead with this 231 study was before the council last month. Since that time the matter has been before the 232 Environmental Board and they were quite positive and excited about the idea of a grant to study this 233 and the overall concept of keeping water in the area through a recycling process. Mayor Reinert 234 noted that this study is about looking within a development that has 39 acres of ponding and studying 235 the possibility of using that water for irrigation. 236 237 Council Member Stoesz said he will vote in favor of going ahead with the study in the spirit of 238 gaining information but fundamentally he thinks the role should be a private (developer) one. 239 240 The council wants to make sure risk factors are included in the study. 241 242 Council Member Rafferty moved to approve Resolution No. 15-53 as presented. Council Member 243 Stoesz seconded the motion. Motion carried on a voice vote. 244 245 UNFINISHED BUSINESS 246 247 There was no Unfinished Business. 248 249 NEW BUSINESS 250 251 There was no New Business. 252 253 COMMUNITY EVENTS 254 255 FREE MOVIE IN THE PARK "Happy Feet" will be playing at Lino Park (7850) Lake Drive) at dusk 256 on Thursday, June 18. 257 258 COMMUNITY CALENDAR 259 260 261 262 263 264 265 266 267 268 ADJOURN 269 270 There being no further business, Council Member Rafferty moved to adjourn at 8:00 p.m. Council 271 Member Stoesz seconded the motion. Motion carried on a voice vote. 44 Wednesday, June 10 ▪ Monday, June 15 • Monday, June 22 44 Monday, June 22 Community Calendar — A Look Ahead June 9, 2015 through June 22, 2015 6:30 pm, Council Chambers 6:00 pm, Well House No. 3 6:00 pm, Community Room 6:30 pm, Council Chambers Planning & Zoning Council Tour -City Facilities Council Work Session City Council Meeting 6 COUNCIL MINUTES June 8, 2015 DRAFT 272 273 These minutes were considered and approved at the regular Council Meeting, June 22, 2015. 274 275 276 277 278 Julianne Bartell, City Clerk Jeff Reinert, Mayor 279 STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: INTRODUCTION CITY COUNCIL CONSENT AGENDA ITEM D Paula Schloer, Accountant III June 22, 2015 Consideration of not waiving monetary limits on tort liability per MN Statute 466.04 3/5 As a part of the annual insurance renewal process the City Council is being asked by the League of Minnesota Cities Insurance Trust to update the Liability Coverage Waiver Form. BACKGROUND Each year, the City has the option of waving its monetary limits on tort liability to the extent of the coverage purchased. The decision to waive or not to waive the statutory limits has the following effects: If the city does not waive the statutory tort limits, an individual claimant would be able to recover no more than $500,000 on any claim to which the statutory tort limits apply. The total which all claimants would be able to recover for a single occurrence to which the statutory tort limits apply would be limited to $1,500,000. These statutory tort limits would apply regardless of whether or not the city purchases the optional excess liability coverage If the city does waive the statutory tort limits and does not purchase excess liability coverage, a single claimant could potentially recover up to $2,000,000 on a single occurrence. The total which all claimants would be able to recover for a single occurrence to which the statutory limits apply would also be limited to $2,000,000, regardless of the number of claimants. If the city does waive the statutory tort limits and purchases excess liability coverage, a single claimant could potentially recover an amount up to the limit of the coverage purchased. The total which all claimants would be able to recover for a single occurrence to which the statutory tort limits apply would also be limited to the amount of coverage purchased, regardless of the number of claimants. Claims to which the statutory municipal tort limits do not apply are not affected by this decision. The city carries $1,000,000 in excess liability coverage ($1,000,000 per occurrence and annual limit). The City of Lino Lakes has never waived its' monetary limits on tort liability. RECOMMENDATION The city does not wish to waive the monetary limits on municipal tort liability established by Minnesota Statutes, Section 466.04 ATTACHMENT Liability Coverage — Waiver Form LEAGUE of MINNESOTA CITIES CONNECTING & INNOVATING SINCE 1913 LIABILITY COVERAGE — WAIVER FORM LMCIT members purchasing coverage must complete and return this form to LMCIT before the effective date of the coverage. Please return the completed form to your underwriter or email to pstech@Imc.org This decision must be made by the member's governing body every year. You may also wish to discuss these issues with your attorney. League of Minnesota Cities Insurance Trust (LMCIT) members that obtain liability coverage from LMCIT must decide whether to waive the statutory tort liability limits to the extent of the coverage purchased. The decision has the following effects: If the member does not waive the statutory tort limits, an individual claimant would be able to recover no more than $500,000 on any claim to which the statutory tort limits apply. The total all claimants would be able to recover for a single occurrence to which the statutory tort limits apply would be limited to $1,500,000. These statutory tort limits apply regardless of whether the city purchases the optional excess liability coverage. If the member waives the statutory tort limits and does not purchase excess Liability coverage, a single claimant could potentially recover up to $2,000,000 for a single occurrence. (Under this option, the tort cap liability limits are waived to the extent of the member's liability coverage limits, and the LMCIT per occurrence limit is $2 million.) The total all claimants would be able to recover for a single occurrence to which the statutory tort limits apply would also be limited to $2,000,000, regardless of the number of claimants. If the member waives the statutory tort limits and purchases excess liability coverage, a single claimant could potentially recover an amount up to the limit of the coverage purchased. The total all claimants would be able to recover for a single occurrence to which the statutory tort limits apply would also be limited to the amount of coverage purchased, regardless of the number of claimants. Claims to which the statutory municipal tort limits do not apply are not affected by this decision. C i t`l or Lino Lo-ki eS LMCIT Member Name Check one: The member DOES NOT WAIVE the monetary limits on municipal tort liability established by Minnesota Statutes, Section 466.04. The member WAIVES the monetary limits on municipal tort liability established by Minnesota Statutes, Section 466.04 to the extent of the limits of the liability coverage obtained from LMCIT. Date of city council/governing body meeting :rine 22 , 20t5 Signature Position 1\-1\u:"/0r 145 UNIVERSITY AVE. WEST ST. PAUL, MN 55103-2044 PHONE: (651) 281-1200 FAX: (651) 281-1299 TOLL FREE: (800) 925-1122 WEB: WWWLMC.ORG STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: INTRODUCTION CITY COUNCIL AGENDA ITEM 3A Julie Bartell, City Clerk June 8, 2015 Consider 2nd Reading and Passage of Ordinance No. 02-15, Amending Chapter 700, Regarding Liquor and Beer, to Allow Issuance of More than One On -Sale Intoxicating Liquor Licenses Per Individual, (Addnl Licenses Available to Restaurants Only) 3/5 At work sessions in May and June, the council discussed Section 701.06 of the City Code that states that "no more than one intoxicating liquor license shall be directly or indirectly issued within the city to any one person." The subject matter arose because an individual who currently holds an off -sale license in the city is opening a restaurant (also in the city) for which he would like to secure a beer and wine license. BACKGROUND The council discussed how this code language impacts businesses, and particularly restaurants, in the city. Information was presented on the history of the restriction, the council looked at regulations in other area cities, and reviewed other regulatory options available when the council considers future liquor license requests. Current liquor license holders in the city were informed of the discussion and invited to a work session to give input on the possibility of removing the one license per person restriction in the city code. There was no negative reaction from licensees. RECOMMENDATION The council directed staff to prepare an ordinance amendment that removes the one license restriction from the city code and that adds language that limits additional licenses to restaurants only. On June 8 the council approved the 1st Reading of Ordinance No. 02-15 as it was presented by staff. It is now recommended that the council approve the 2nd Reading and Passage of Ordinance No. 02-15, Amending Chapter 700 of the Lino Lakes Code of Ordinances Regarding Liquor and Beer, to Allow Issuance of More than One On -Sale Intoxicating Liquor Licenses per Individual, and Making Additional Licenses Available to Restaurants Only. ATTACHMENTS Ordinance No. 02-15 1St Reading: Publication: 2nd Reading: Effective: CITY OF LINO LAKES ORDINANCE NO. 02-15 AMENDING TITLE 700, CHAPTER 701 OF THE LINO LAKES CODE OF ORDINANCES RELATING TO LIQUOR LICENSING The City Council of the City of Lino Lakes, Anoka County, Minnesota, does ordain: Section 1. That Section 701.06, of the Lino Lakes Code of Ordinances be amended as follows: 701.06 PERSONS INELIGIBLE FOR LICENSE. No license shall be granted to any person made ineligible for the license by state law. No more than one intoxicating liquor license shall be directly or indirectly issued within the city to any one person, unless the additional intoxicating liquor licenses are on - sale licenses issued to restaurants, as defined in Section 701.02, Subdivision b. Adopted by the Lino Lakes City Council this day of , 2015. The motion for the adoption of the foregoing ordinance was introduced by Council Member and was duly seconded by Council Member upon vote being taken thereon, the following voted in favor thereof: The following voted against same: ATTEST: Julianne Bartell, City Clerk and Jeff Reinert, Mayor STAFF ORIGINATOR: MEETING DATE: TOPIC VOTE REQUIRED: INTRODUCTION Elwood's is a new restaurant that will be opening at 7997 Lake Drive, Suite 3. The restaurant owner is Clayton Gratz, who has applied for a license to serve wine and strong beer. BACKGROUND Mr. Gratz is the owner of Liquor Barrel and currently holds an off -sale liquor license. AGENDA ITEM 3B Lisa Hogstad-Osterhues, Deputy Clerk June 22, 2015 Consider Resolution 15-42, Approving On -Sale Wine and 3.2 Beer License with Sunday Sales for Elwoods 3/5 Upon approval of the second reading of Ordinance No. 02-15, Amending the Code of Ordinances, Chapter 700, to allow issuance of more than one on -sale intoxicating liquor licenses per individual, (Additional license available to restaurants only). Mr. Gratz will be eligible to hold the above licenses. The application submitted to the City is complete, the related fees have been paid and insurance information has been provided to the City as required. In addition, the Lino Lakes Police Department has conducted the required background investigation on the applicant. In accordance with the Lino Lakes Code of Ordinances, Section 701 relating to Liquor Licensing, this application requires approval by the City Council. The code also requires that opportunity shall be given to any person to be heard for or against the granting of the license. The council may then, in its discretion, grant or refuse the application. If local approval is granted, Mr. Clayton Gratz's application for a wine license will be forwarded to the Minnesota Alcohol & Gambling Enforcement Division for review. The State of Minnesota is the licensing authority for wine and liquor licenses; the city can grant beer license. The applicant is aware that approval is subject to all the provisions, approvals, conditions and waiting periods of the laws of the city, state and federal government. RECOMMENDATION Staff recommends the approval of the On -Sale Wine and 3.2 Beer License with Sunday Sales for Elwoods. ATTACHMENTS Resolution No. 15-42 CITY OF LINO LAKES RESOLUTION NO. 15-42 APPROVING ISSUANCE OF NEW ON -SALE WINE AND BEER LICENSE FOR ELWOODS, 7997 LAKE DRIVE, SUITE 3 WHEREAS, the city has received an application for a wine and 3.2 beer license from Clayton Gratz, owner of Elwoods at 7997 Lake Drive, Suite 3; and WHEREAS, city staff has reviewed said application and upon approval of second reading of Ordinance No. 02-15, Amending the Code of Ordinances, Chapter 700, to allow issuance of more than one on -sale intoxicating liquor licenses per individual, Mr. Gratz will be meet the requirements of the City Code and Minnesota State Statutes for the type of licenses requested; and WHEREAS, the Police Department of the City of Lino Lakes has conducted an investigation of the applicants, and; WHEREAS, the applicant has provided proof of insurance as required and paid the necessary fees; NOW, THEREFORE BE IT RESOLVED, that the City Council of the City of Lino Lakes hereby approves a new on -sale wine and beer license for Elwoods subject to all the fees, provisions and conditions of the laws of the city, state and federal government and the applicant will comply with all said laws. Adopted by the Lino Lakes City Council this 22nd day of June, 2015. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Jeff Reinert, Mayor ATTEST: Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM 4A STAFF ORIGINATOR: John Swenson, Public Safety Director MEETING DATE: June 22, 2015 TOPIC: Hiring of Two Police Officers VOTE REQUIRED: 3/5 INTRODUCTION The Lino Lakes Public Safety Department is requesting council approval to hire two police officers. BACKGROUND With recent resignations the Police Division is currently staffed with 24 police personnel. The Public Safety Department has been engaged in a police officer hiring process to fill these vacancies. This hiring process included: 1. Application/Experience Scoring 2. Written Exercise Scoring 3. Initial Oral Interview / Physical Fitness Testing 4. Supervisor Oral Interview 5. Background Investigation 6. Medical Examination 7. Psychological Examination This hiring process has been extensive and has identified officer candidates that will continue the proud tradition of providing high quality public safety services. The 2015 Approved Budget is funded for 25 sworn positions. The hiring of one officer will bring the police division to 25 sworn staff. The additional hiring of one officer will fill our granted funded 26th position. RECOMMENDATION Staff recommends the Council approve the hiring of Jacob Swanson as a Police Officer effective June 23, 2015; and Brittany Meck as a Police Officer effective July 6, 2015. ATTACHMENTS None STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: INTRODUCTION CITY COUNCIL AGENDA ITEM 6A Katie Larsen, City Planner June 22, 2015 Turnberry Crossing Second Addition i. Consider 1St Reading of Ordinance No. 03-15 Vacating a Drainage and Utility Easement ii. Consider Resolution No. 15-66 Approving the PUD Final Plan/Final Plat iii. Consider Resolution No. 15-67 Approving Development Agreement 4/5 (Item i) and 3/5 (Items ii, iii) Complete Application Date: May 15, 2015 60 -Day Review Deadline: July 12, 2015 Environmental Board Meeting: NA Park Board Meeting: NA Planning & Zoning Board Meeting: June 10, 2015 City Council Work Session: June 22, 2015 City Council Meeting: • • • June 22, 2015 1st Reading of D&U Vacate PUD Final Plan -Final Plat July 13, 2015 2nd Reading of D&U Vacate BACKGROUND Turnberry Crossing is a medium density residential Planned Unit Development (PUD) located at the northeast quadrant of CSAH 23(Lake Drive) and Aqua Lane. The PUD Development Stage Plan/Preliminary Plat was approved in 2004 and the Final Plat was approved in 2005. The original preliminary plat included 10 two-family dwelling units (twin homes) and 1 three - unit attached townhome for a total of 23 units. All units were approved as two story units. 1 The PUD Development Stage Plan/Preliminary Plat was amended on May 11, 2015 with Council Resolution No. 15-46 to allow for the construction of one-story units on 11 lots (Lots 1-11). There is no increase or decrease in the total numbers of units. A total of 23 units will be constructed on site. Previous Council actions: • February 9, 2004: Ordinance No. 02-04, Rezoning Property from R-4, High Density Residential to R-3, Medium Density Residential • September 13, 2004: Resolution No. 04-126, Approving Conditional Use Permit for PUD and Development Stage Plan/Preliminary Plat • March 14, 2005: Resolution No. 05-30, Approving Final Plat • May 11, 2015: Resolution No. 15-46, Approving Amendment to PUD Development Stage Plan/Preliminary Plat, Turnberry Crossing This staff report is based on the following plan sets: • Plowe Engineering, Inc. dated May 13, 2015 and received by the City on May 15, 2015 • EG Rud & Sons, Inc. dated May 13, 2015 and received by the City on May 15, 2015 The Planning & Zoning Staff Report dated June 10, 2015 detail the PUD Final Plan/Final Plat development. The Planning & Zoning Board reviewed the report and recommended approval. Drainage and Utility Easement Vacation The one-story units result in a larger building footprint that required the lots to be wider. These lots extend into the existing drainage & utility easement over Lot 24, Turnberry Crossing. This easement will be vacated by the City Council and a new drainage and utility easement will be dedicated on the final plat over the Lot 12, Turnberry Crossing Second Addition. PUD Final Plan/Final Plat Council Resolution No. 15-46 approved an amendment to the PUD Development Stage Plan/Preliminary Plat with conditions required prior to approval of the PUD Final Plan -Final Plat. The conditions have been satisfied unless otherwise noted in this report. The final plan is consistent with the comprehensive plan and complies with the zoning ordinance. The final plat is consistent with the amended preliminary plat and complies with the subdivision ordinance. Building Design Standards Per Resolution No. 15-46, the following building design standards shall apply: • All units shall have full brick or stone columns on the front elevation similar to those on Lots 16-19 and Lots 22-23, Turnberry Crossing. • All units shall have a brick or stone base around the side and rear elevations similar to those on Lots 16-19 and Lots 22-23, Turnberry Crossing. 2 • Lots 20-21, Turnberry Crossing shall have brick or stone on the front elevation extending from the ground to the roofline around the window similar to those on Lots 16-19 and Lots 22-23. • Lots 12-15, Turnberry Crossing and Lots 1-11, Turnberry Crossing Second Addition shall have at a minimum brick or stone on the front elevation from the base to the bottom of the window sill. The developer has provided two additional color sidings for a total of four different siding color options. Shoreland Management Overlay District and Impervious Surface Coverage The property is subject to the Shoreland Management Overlay District because it is located within 1,000 feet of both Marshan and Rice Lake. Both lakes are considered natural environment lakes per the MNDNR. Impervious surface coverage of the development cannot exceed 35%. Due to the increase in the size of the floor plan of the single level structures, the impervious surface also increased. To mitigate the issue and maintain 35%, the developer shall install porous pavers in the driveways, guest parking stalls and sidewalks per the approved Sheet 2, Impervious Coverage Exhibit. Development Agreement A Development Agreement has been drafted by the City and shall be executed by the City and the developer and recorded by the developer. Declaration for Maintenance Agreement-Stormwater Management Facilities A Declaration for Maintenance of Stormwater Facilities shall be required by the developer and recorded with Anoka County. RECOMMENDATION The Planning & Zoning Board and staff recommend approval of the PUD Final Plan/Final Plat for Turnberry Crossing Second Addition subject to the conditions listed in Resolution No. 15- 66. ATTACHMENTS 1. Ordinance No. 03-15 2. Resolution No. 15-66 3. Resolution No. 15-67 4. Revised Plan Set 5. Final Plat 3 1st Reading: Publication: 2n' Reading: Effective: CITY OF LINO LAKES ORDINANCE NO. 03-15 ORDINANCE VACATING DRAINAGE AND UTILITY EASEMENT (Lot 24, Block 1, Turnberry Crossing) "The City Council of Lino Lakes ordains". Section 1 Findings 1. The City Council of Lino Lakes has determined to vacate in its entirety the drainage and utility easement as shown in Exhibit A and described as: Lot 24, Block 1, Turnberry Crossing 2. A public hearing was held on June 22, 2015 before the City Council in the City Hall Council Chambers after due published and posted notice had been given and a reasonable attempts were made to give personal notice to all affected property owners, and all persons interested were given an opportunity to be heard; and 3. It appears to be in the best interest of the City to vacate such drainage and utility easement; and 4. The final plat of Turnberry Crossing Second Addition shall be recorded that dedicates a new drainage and utility easement over Lot 12; and 5. Four-fifths of all members of the City Council concur in this ordinance. Section 2 Easement Vacated The drainage and utility easement described herein is hereby vacated contingent upon the final plat of Turnberry Crossing Second Addition being recorded. Section 3 This ordinance shall be in force and effect from and after its passage and publication according to the Lino Lakes City Charter. 1 Adopted by the Lino Lakes City Council this day of , 2015. The motion for the adoption of the foregoing ordinance was introduced by Council Member and was duly seconded by Council Member upon vote being taken thereon, the following voted in favor thereof: The following voted against same: ATTEST: Julianne Bartell, City Clerk 2 and Jeff Reinert, Mayor EASEMENT VACATION EXHIBIT -for- TURNBERRY CROSSING 2ND ADDITION / 66 / / '00 DENOTES PROPOSED DRAINAGE AND UTILITY EASEMENT TO BE VACATED r / / / / / Zt- / / / 85 100 • m 60 60 a+, 6o L / 60 / / / / 71) PROPOSED DESCRIPTION FOR THE VACATION OF THE DRAINAGE AND UTILITY EASEMENT COVERING ALL OF LOT 24. BLOCK 1. TURNBERRY CROSSING. The drainage and utility easement covering all of Lot 24, Block 1, TURNBERRY CROSSING, Anoka County Minnesota, as dedicated on the recorded plat of said TURNBERRY CROSSING. / Scale 1"= 60' Drawn By: JEN Project Manager: JER Job No.: 15050PP o Denotes Iron Set • Denotes Iron Found Bearings shown are on an assumed datum. I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that l am a duly Registered Land Surveyor under the laws of the State of Minn, -..t. Dated this 4th day of March , 2015. License No. 41578 1-i� E.G. RUG 8E SONS, INC. ES'.'9" Professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651)361-8200 Fax(651)361-8701 SHEET 7 CITY OF LINO LAKES RESOLUTION NO. 15-66 RESOLUTION APPROVING THE PUD FINAL PLAN/FINAL PLAT FOR TURNBERRY CROSSING SECOND ADDITION WHEREAS, the City has received an application for PUD Final Plan/Final Plat approval for Turnberry Crossing Second Addition hereafter referred to as "Development"; and WHEREAS, City staff has completed a review of the proposed "Development" based on the following plans and information: • Plowe Engineering, Inc. dated May 13, 2015 and received by the City on May 15, 2015 • EG Rud & Sons, Inc. dated May 13, 2015 and received by the City on May 15, 2015; and WHEREAS, a public hearing was held before the Planning & Zoning Board on April 8, 2015 and the Board recommended approval of the amended PUD Development Stage Plan/Preliminary Plat; and WHEREAS, the City Council approved the amended PUD Development Stage Plan/Preliminary Plat with Resolution No. 15-46; and WHEREAS, Planning & Zoning Board reviewed and recommended approval of the PUD Final Plan/Final Plat at the June 10, 2015 meeting; and WHEREAS, the proposed development is not considered premature and meets the performance standards of the subdivision and zoning ordinance; and WHEREAS, the final plat is consistent with the amended preliminary plat. NOW, THEREFORE BE IT RESOLVED the following building design standards shall apply: • All units shall have full brick or stone columns on the front elevation similar to those on Lots 16-19 and Lots 22-23, Turnberry Crossing. • All units shall have a brick or stone base around the side and rear elevations similar to those on Lots 16-19 and Lots 22-23, Turnberry Crossing. • Lots 20-21, Turnberry Crossing shall have brick or stone on the front elevation extending from the ground to the roofline around the window similar to those on Lots 16-19 and Lots 22-23. • Lots 12-15, Turnberry Crossing and Lots 1-11, Turnberry Crossing Second Addition shall have at a minimum brick or stone on the front elevation from the base to the bottom of the window sill. • Two additional color sidings for a total of four different siding color options have 1 been approved for use in the development. BE IT FURTHER RESOLVED by the City Council of the City of Lino Lakes hereby approves the PUD Final Plan/Final Plat for Turnberry Crossing Second Addition, subject to the following conditions: 1. All comments from the City Engineer letter dated June 3, 2015 shall be addressed. 2. The following executed documents shall be recorded with Anoka County within 90 days of City Council approval of the final plat: a. Ordinance vacating drainage & utility easement b. Final Plat c. Development Agreement d. Declaration for Maintenance of Stormwater Facilities e. Revised Homeowners Association documents 3. The following items shall be submitted to the City prior to issuance of a Grading Permit: a. Revised plans based on staff comments b. Executed Declaration for Maintenance of Stormwater Facilities c. NPDES Permit d. RCWD Permit e. Securities and Escrows as detailed in the Development Contract f. Grading Permit Fee of $150 4. The following items shall be submitted to the City prior to issuance of a Building Permit: a. Revised plans based on staff comments b. An electronic PDF of the final approved plans c. An as -built grading survey d. Building Permit Fee as determined by the Building Official 5. Sheet 2, Impervious Coverage Exhibit a. The guest parking stalls between Lots 9-10 and Lots 13-14 shall not be removed and shall be replaced with pervious pavers. b. The impervious surface calculations do not match those on Sheet 4. Please revise the appropriate sheet. 6. Sheet 4, Grading Plan. a. The impervious surface calculations do not match those on Sheet 2. Please revise the appropriate sheet. 7. Sheet 5, Landscaping/Planting Plan. a. Per the original PUD, 105 trees shall be planted. The Plant Schedule only indicates 95. Please revise schedule and plan to show 105 tree plantings. b. All sodded areas shall be irrigated. The irrigation shall extend further into the southwest corner of the site. c. Stormwater management ponds and their seed mix types shall be clearly marked on the plan sheet. d. Under Landscape Notes, remove "All disturbed areas to be turf seeded...." comment. Sod shall be required in all open spaces. 8. Final Plat 2 a. A Consent to Plat is required from the mortgage holder. This shall be drafted by the developer, approved by the City and recorded. b. Drainage and utility easements shall be dedicated between Lots 1 & 2 and Lots 2 & 3. 9. Site signage shall be brought into compliance prior to release of the final plat for recording. 10. Homeowners Association documents shall be revised to reflect the new plat of Turnberry Crossing Second Addition and submitted to the City for review prior to release of the final plat. Adopted by the Council of the City of Lino Lakes this day of Adopted by the Council of the City of Lino Lakes this day of , 2015. , 2015. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: ATTEST: Julianne Bartell, City Clerk 3 Jeff Reinert, Mayor CITY OF LINO LAKES RESOLUTION NO. 15-67 RESOLUTION APPROVING DEVELOPMENT AGREEMENT FOR TURNBERRY CROSSING SECOND ADDITION WHEREAS, the City Council approved the PUD Final Plan/Final Plat for Turnberry Crossing Second Addition with Resolution No. 15-66 on June 22, 2015; and WHEREAS, the City's subdivision ordinance and conditions of approval require the execution of a development agreement between the Developer and the City of Lino Lakes. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby approves the Development Agreement between Hokanson Construction and Development Company, Inc. and the City of Lino Lakes for Turnberry Crossing Second Addition and authorizes the Mayor and City Clerk to execute such agreement on behalf of the City. Adopted by the Council of the City of Lino Lakes this day of , 2015. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Jeff Reinert, Mayor ATTEST: Julianne Bartell, City Clerk FIRST AMENDMENT TO DEVELOPMENT AGREEMENT Turnberry Crossing Second Addition This First Amendment to the Development Agreement dated March 28, 2005, is hereby entered into by and between the City of Lino Lakes, 600 Town Center Parkway, Lino Lakes, Minnesota 55014, and Hokanson Construction and Development Company, Inc., successor to Bison Development, Inc., 9174 Isanit Street N.E., Blaine, Minnesota 55449 ("Developer") this day of , 2015. Recitals 1. The City and the Developer entered into a Development Agreement for the construction of the planned unit development known as Turnberry Crossing. 2. The original development plan for Turnberry Crossing contemplated the construction of two-story duplexes. 3. Only three of the originally planned duplexes were constructed by Developer. 4. In order to better respond to the current housing market, Developer seeks to alter the development plan by substituting one-story duplexes for the two-story duplexes. 5. The proposed one-story duplexes have a larger footprint than the original two-story duplexes. 6. Developer seeks to replat Turnberry Crossing in order to increase the footprint of the 11 proposed one-story duplex sites. The proposed replat is known as Turnberry Crossing Second Addition, legally described as Lots 1 through 11, and 24, Block 1, Turnberry Crossing, Anoka County, Minnesota (final plat attached as Attachment A). 7. The City Council passed Resolution No. 15-46, Approving Amendment to Conditional Use Permit for PUD Development Stage Plan/Preliminary Plan, on May 11, 2015, and Resolution No. 15-66, Approving the PUD Final Plan/Final Plat, is proposed for approval on June 22, 2015. Agreement 1. Recitals. The above Recitals are incorporated herein as if fully set forth. 2. Amendment. The original Development Agreement shall govern the development of Turnberry Crossing Second Addition except to the extent provided by this First Amendment. 3. Developer Improvements. The Developer Improvements and obligations set forth in Section II, paragraphs 1 — 6 and 11 of the original Development Agreement were completed. The remaining paragraphs of Section II apply to this Second Addition except as otherwise noted. The Developer Improvements required for the Second Addition are as set forth in the following plans: a. Turnberry Crossing Second Addition plan set containing nine sheets, prepared by Plowe Engineering, Inc. and E.G. Rud & Sons, Inc., dated May 13, 2015. All Developer Improvements require City inspection and approval, and where appropriate, the approval of any other governmental authority having jurisdiction. The Developer Improvements shall be installed at Developer's expense. 4. Letter of Credit. Cost of Developer Improvements and description, as well as the guarantee requirements (letter of credit), are as shown on Attachment B, which supersedes and replaces the original Attachments A and B to the Development Agreement. No letters of credit remain from the original Development Agreement. The escrow remaining from the original Development Agreement shall be placed in the escrow account for the Second Addition. 5. Recording and Release. The requirements of Section IV of the Development Agreement apply to this First Amendment in the same manner as they applied to the original Development Agreement. 6. Reimbursement of Costs. Attachment B hereto sets forth the required escrow for reimbursement of City costs for the Second Addition. All other provisions of Section V of the Development Agreement remain in effect. 7. General — Final Plat Approval. Section XII(C) of the original Development Agreement is eliminated and replaced with the following: The City agrees, contingent upon compliance with applicable City ordinances, to give final approval to the plat of Turnberry Crossing Second Addition in accordance with the Development Agreement and this Amendment upon execution and delivery of this Amendment and all required security and documents. Developer shall revise the HOA documents to reflect the new legal description. 8. Park Dedication. The park dedication fee was previously paid. Section XIV of the original Development Agreement is not applicable to the Second Addition. 9. Property Taxes. No additional property is being dedicated to the public in the plat of the Second Addition. Section XV of the original Development Agreement is therefore no longer applicable. 2 Hokanson Construction and Development Company, Inc. By: Its: STATE OF MINNESOTA ) ) ss. COUNTY OF ANOKA ) This instrument was acknowledged before me on the day of by , the of Hokanson Construction and Development Company, Inc. City of Lino Lakes, Minnesota By: Mayor Attest: City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF ANOKA ) , 2015, Signature of Notarial Officer My commission expires: On this day of , in the year of before me, a Notary Public within and for said County, personally appeared Julianne Bartell, City Clerk of the City of Lino Lakes, who executed the foregoing instrument, attesting to the signature of Jeff Reinert, Mayor and acknowledged that it was executed on behalf of said City. Notary Public 3 TURNBERRY C ossa N GSEOONDA KNOW ALL PERSONS BY THESE PRESENTS: That Hokanson Construction and Development Company, Inc., a Minnesota corporation, owner of the following described property: Lots 1 through 11, and 24, Block 1, TURNBERRY CROSSING, Anoka County, Minnesota. Has caused the same to be surveyed and platted as TURNBERRY CROSSING SECOND ADDITION and does hereby dedicate to the public for public use the drainage and utility easements as shown by this plat. In witness whereof said Hokanson Construction and Development Company, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of , 20_ HOKANSON CONSTRUCTION AND DEVELOPMENT COMPANY, INC. Roger Hokanson, Vice President STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of , 20_ by Roger Hokanson, Vice President of Hokanson Construction and Development Company, Inc., a Minnesota corporation. Notary Public, County, Minnesota My Commission Expires I Jason E. Rud do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20_ Jason E. Rud, Licensed Land Surveyor Minnesota License No. 41578 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this Notary Public, County, Minnesota My Commission Expires City Council, City of Lino Lakes, Minnesota day of , 20_ by Jason E. Rud. This plat of TURNBERRY CROSSING SECOND ADDITION was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Lino Lakes, Minnesota By Mayor By Clerk County Surveyor I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20_ Larry D. Hoium Anoka County Surveyor County Auditor/Treasurer Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20.......... on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 . Property Tax Administrator By , Deputy County Recorder/Registrar of Titles County of Anoka, State of Minnesota I hereby certify that this plat of TURNBERRY CROSSING SECOND ADDITION was filed in the office of the County Recorder/Registrar of Titles for public record on this day of , 20 , at o'clock _M. and was duly recorded in Book Page . as Document Number County Recorder/Registrar of Titles By , Deputy RUD & SONS, INC. "T.,9" Professional Land Surveyors Ar ITION NORTH GRAPHIC SCALE 40 0 20 40 80 160 A ( SCALE IN FEET ) 1 inch = 40 feet 0 DENOTES i2 INCH BY 14 INCH IRON PIPE MARKED BY RLS NO. 41578. • DENOTES FOUND IRON MONUMENT DENOTES RIGHT OF ACCESS DEDICATED TO ANOKA COUNTY PER THE RECORDED PLAT OF TURNBERRY CROSSING FOR THE PURPOSES OF THIS PLAT THE NORTHERLY LINE OF LOT 24, BLOCK 1, TURNBERRY CROSSING, IS ASSUMED TO HAVE A BEARING OF SOUTH 71 DEGREES 41 MINUTES 03 SECONDS EAST. A I r- n 1- 7 r- 1 1 / 1 / I- - I \ I / 1- - I V V L- 1 V L- L_ L_ r- -1-1 -"A I HH 1 1 A \ r � I I L r — A r \ I-- /2 F! 1 / — \ 1 r � 1 I I L A n /- I \ / I I\/I / \ n I I I 11\ 1 / 1 V 85 / / / / 100 r / L — J NI • / / / / / \ / / v 85 100 • A / L� L//_ / \ k r � I ° � �N0 HE RR y � K 1, 'c"PIZ ss/NG S72. r / S72. 1 52. 4 17 / _ `� J •1, • • x. / • • • ' L - C.,_ ,_ • 12 '1 O 0 O CV 0I 0 v) N 44.67 S72. S89'A55'05"E 43.82 8 44.67 3 0 0 0 z DRAINAGE AND UTILITY EASEMENT THROUGH OUT LOT 12, BLOCK 1, • 5 05 2'42"E �• O a c0 ' L - L • unn°n> ,t0 no O I N89 °39 '24"E 87.34 O 0 CV N 13 42.78 1 r- 43.82 p 43.82 V89'58'45"E 5 5 5 w o in o� (V� No O cn 10 `l o 1-0 3cNi 0 0 z 43.82 176.98 34.78 44.67 w e 0 N P, BLOCK 1 S59°1121626 2 N23°54'48"E ,/i / t: L_ " 5g 6,5„- 36.31-- / NSg°4 // —N89°58'45"E 87.34—• ` -x2.3.-589°58'45"W 87.34 .69 co o I • S89°58'45"W 87.34 p 'N89°58 45"E 87.34 S00`21'07"E co ) —N89°39'24"E 87.34 —•p c Co M co co -S89°39'24"W 87.34 N8-21.2 °-589°39'24"W 87.34 N89°39 '24"E 87.34 — —N89°39 '24"E 87.34 —°3� I i O O 0 0 co a�1 co co co r O °--- 589°39'24"W 87.34---N8-913.9319„--S89°39'24"117 87.34 ---);)\,\ 5686��� 528°29 29 E I ` 2• 31.91 - \ \ X Co 1 • • 60 N00°22'42"117 0 0 S89°58'45"W \\\ 278.18 --SOUTHERLY LINE OF LOT 24, BLOCK 1, TURNBERRY CROSSING A / 1 1 1 'x ,/ A A 0 0 60 1 r- r— / 1 r\ .1 IF!H- '- / \ / 1 \ I - / 1 L 60 A L L _ 1s I City of Lino Lakes County of Anoka Sec. 19 & 20, T31,1122 / / 60 / / / L / / • r - r - 1 —I— I II II L / L / 1 N 1 I I I \ \ / 1 V / 6/18/2015 ATTACHMENT B PROJECT: TURNBERRY CROSSING 2ND ADDITION NUMBER OF REU's: 17 APPLICANT: Hokanson Construction, Inc. ASSESSED AREA (ac.): 3.83 IMPROVEMENTS COST NOTES DEVELOPER IMPROVEMENT COSTS SITE GRADING $1,960 EROSION CONTROL $435 LANDSCAPING $21,350 STREETS STORM SEWER CONST. (PAVERS) $11,664 SANITARY SEWER CONST. WATERMAIN CONST. ENGINEERING & SURVEYING $500 Total $35,909 Letter of Credit Amount X 150% $53,900 CITY IMPROVEMENT COSTS TRUNK SANITARY SEWER TRUNK SANITARY SEWER CREDIT TRUNK WATERMAIN TRUNK WATERMAIN CREDIT TOTAL TRUNK FEES SURFACE WATER MANAGEMENT SURFACE WATER MANAGEMENT CREDIT Previously Paid Total $0 Letter of Credit Amount X 35% $0 $3,073/REU Estimated until final construction $4,069/REU Estimated until final construction $/SF Includes 1, 2, 4, & 6 ESCROW PLANNING REVIEW $2,500 ADMINISTRATION $1,100 3% of construction ENGINEER PLAN REVIEW $2,500 ENGINEER CONSTRUCTION SERVICES $2,700 PROJECT FINAL DOCUMENTS & CITY ENGINEER $3,500 STREET LIGHT INSTALLATION $0 (0 lights) $2,500/Light STREET & STORMWATER MAINTENANCE $2,900 PROPERTY TAXES $0 If final plat between July 1 and Dec. 31 Total $15,200 FEE DEPOSIT PARK DEDICATION $0 (0 units) $2,500/res unit: $2,175/com ac PARK DEDICATION CREDIT $0 SEAL COATING FEE $0 $2.70/SY of road AERIAL PHOTO FEE $0 $90/Lot STREET LIGHTING OPERATION $0 $105/Light Total $0 SUMMARY OF COSTS LETTER OF CREDIT DEVELOPER IMP'MENT COSTS $53,900 LETTER OF CREDIT CITY IMPROVEMENT COSTS $0 ESCROW $15,200 CREDIT (1ST ADDITION ESCROW BALANCE) ($15,114) ESCROW DUE $86 = SAY $0 -CITY NOT REQUIRING ADDITIONAL FEES $0 $86 ESCROW DEPOSIT IN CERTIFICATE OF SURVEY - Pwofft• TURNBERRY CROSSING 2ND ADDITION �forw HOKANSON CONSTRUCTION, INC. 9174 ISANTI STREET N.E. BLAINE, M N 55434 ATTN: ROGER HOKANSON (763) 286-7995 VICINITY MAP PART OF SEC. 19 E 20, TWP. 31, RNG. 22 D Inver De P_• E' Centennial Middle Sch of Blue Heron.can Elementary School Rd g SITE Rine Creek 1.40r5hur/c+r.- nAqua Rice Geek -Chain Chmrnenh--Gol ChomooiK Golf' Cows • x ANOKA COUNTY, MINNESOTA (NO SCALE) • 0 O OO 952.36 0 BLDSB A LEGEND DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES IRON MONUMENT FOUND AS LABELED IRON MONUMENT SET, MARKED RLS# 41578 CATCH BASIN STORM SEWER MANHOLE SANITARY SEWER MANHOLE HYDRANT GATE VALVE EXISTING SPOT ELEVATION SIGN TELEPHONE PEDESTAL CABLE PEDESTAL ELECTRICAL BOX RETAINING WALL EXISTING CONTOURS EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER MAIN BUILDING SETBACK LINE CONCRETE SURFACE BITUMINOUS SURFACE DENOTES RIGHT OF ACCESS DEDICATED TO ANOKA COUNTY BENCHMARK MNDOT GSID STATION #62913 MN/DOT NAME: ANOKA BM 44 ELEVATION = 906.82 (NAVD88) / / / 5 I Lu 0 Qi /1� O /-U / 0 0 j -/ Q / V 1<`- IJ �/ L22 0 e/ 0/ / 30 0 8,5 NORTH / / / T.. / / / 6 899.43 EBIT 898/54 x DITCH 900.93 x TOP • • 899.51 EBIT 899.47 EBIT 899.62 EBIT 894.05 x DITCH x 901.57 • TOP • 901.53 902.35 _ELM40 • • • • • 899.6$ EBIT : • • • x 899.80 901.14 TOP TOP 899.86 9.BIT 6- 901.27 SETIP41578 901. 3 901.04 a. • / / 899.64 EBIT / 899.88 EBIT x 898.•73 DIT04-I 901.2 • • • • •0 0 / ESOU 900, 09 EBIT 900.36 EBIT 900.30 EBIT x 900.57 903.03 ;TOP 902.92 TOP • 903.35 ASH12 x 900.09 x 90'1, 33 902.99 T0P 903-43 ASH12 903.36 ASH14 0 0) 903.10 MAPLE30 0) x 898.37 DITCH. x 900.30 i TOP • • • • • • • • • • • 931.19 3ETIP41578 389°0' "W 898.25 DITCH 400.99 x • SETIP41578 899.69 TOP i 900.68 x 898.64 -\. TOP 96 DITCH ti x x 901.10 TOP x 901.22 ELM12 900.93 TOP x 899.08 900.23 TOP x 900.56 TOP 900.91 CO LEI 0 Cr/ Q _J 901.59 / 90x-92 I- x Z m 0 55 x 00.37 OE x 901.68 TOP 901.74 0 0 CC x 901.35 x 901.23 901.10 899.77 EBIT 901.14 899.99 EBIT 901.97 . ASH14 901 23 ASH1 2 900.85 x 901.41 x 90250 x 900.32 TOP 900.16 EBIT 903.39 TOP 900.3 TC -D x 900.22 CE 100 90:0.23 EBIT • 900 32 EBF • • x 899.3 OE / BOO 900.12 • • • • 900.21 EBIT : 902.09 ELM26 x 900.09 TOE 901 82'. 902.34 TOP ELM 20 901.03 ASH1 4 900.98 ASH1 6 900.92 ASH14 901.04 A5H1 ASHl6 901.10 ASH16 x 900.99 900.91 x TOE 1.20 E O m 901.02 ASH1O 9 902.55 TOP. x 902.88 ASH14 902.68 TOP. / VENTO 898`98 x TO/¢ 899.84 904.04 • • • • C2 67 ON 77,11, 60 / 901115 TOEItILE TC 899.4 TC • • • • • • 855. 34 • • • • • .899.00 899.4 898.77 TC / x 9041.88.0 900..07 CS TC 8 909.52 TOP -PILE x 905. CS co Co x 89;0747 [111-11-1311 x 899/48 r 7.25 • co co x 899.39 U/ DRAINAGE AND TILITY TOP x 897.00 7.Tc7t. /./.... „ 8x91711531:811 5 • .7,-.0.-, 896.50 x 899.39 908 97 TOP -PILE '-x•p06.6 x 909.59 x 904.72 TC 899.16 TC 899.53 x 89 68 TOE X 900.47 Arci 900.02 89 02 902.10 • • TC 628.94 898.96 TC 899.00 89 4 98 3 GL 898 08797 85 89-.31 89 37 89 46 0 89 77 89 56 898 77 898 3 CRTC x 900.38 900.27 TOP x 900.59 0 TOE 910).TP x TOE 31 899 84.9.57 • 899.15 899 70 • 900.46 .6- 13 900.29 11, 901 40 x 9p -5.05 x 900.43 00.77 NDIP#12251 x 900.18 TOE 901.13 ELM1 2 901.32 TOP co x 901 50 x 901.1 901.59 x 901.47 / 90019 26 Li 0 (17 899.79 MHSAN 900.12 28 TOP 0 4 • TOP CS x 900.68 BEEHI co TRANS co co 899i191 1=1 cs • 91 1 99 60 10-0 897 94 89 78 1C D 899. 5 ITC - RIVATE STREET 899.9 900.10 900.35 Ix 900.70 899 4, x 900 899.12 ECONG eSi.q°58 45"W 8.Cr.-§ 0 ..........▪ ....................... 96 9.26 . ), zoit.( \ia, ±_tvar339L24:0a,„M. 77 _z_...74___ ..:00 x 896.98 TOE X 898108 x 896.68 x 896.95 //// po.. x :69,q,......7...._ 9016,60 901.27 , x 900.33 x '900 87 899.89 • • • N89°58"45"E 87.44.8 898 62 Li 898 TOE L°.11.1 TOE x 7,1.31 898 09 TOP 090 898.88 1TOE Af89°39:24"E 87.34 901.09 901.12 DECK C- O sZt 901.14- SZO 901.2 • 0 / 902.66 902.2 902.76 x 902.64 902.75 902 26 T 502.27 cOo 930 85 TC- •EBIT 9'2471 87.34 901.16 900.87 900.86 TC-EBIT TC -D / DRAINAGE AND UTILITY 901.21 0 900.67 FNDIP#12251 x 900.84 2-2 901.24 0'4 C13 x 900. 21.29 901.08 x 901.30 DECK 899 86 902.76 90 31 900 99 DECK / 902.73 GAR-FFE 90268 900 72 900 73 901.14 902.82 ea 90287 91.42 87.34 900.64 1 900.60 EBIT-TC I TC -5 897.77 900 96 899.7 898.5 - 60 899 .20 34 -D 899 3 TOE -311 900.85 c.7114 > PRIVTE STREET 01 900.89 1-901 05 900.88 900.65 901.82 901.75 I /9011;42 BLDSB scro 23 900 58 900.73 TC -D - r900 56 TC -D 901 45 -gm 42 901 78 901.83 co 9412,6-3 BLokI98P0 76 2.192 900 O. TOE 1.74 x 901.65 901.44 TOP 901 27 -L01 4 900.44 C\1 MHSAN co co 01901 39 co 900 644 8 9.60 8 99.51 OE j89 27 901.5.7 TOP 893. 97.5 x 7K-37 896.55 8978.52 9 •876, \- 0 -98.96 OE x S89°58 45"W 278.18 899.81 EBIT 899.62 EBIT 898 99 898.89 EBIT 898 40 EBIT 899. 0 898.81 MHSAN 899. 0 CBTC 898.25 EBIT 899. 8 98 3 A A 99.19 GRAPHIC SCALE 15 30 ZONED: GB GENERAL EXISTING COMPREHENSIVE LAND BUSINESS USE: INDUSTRIAL 60 120 1 inch = 30 ft. RIM & SONS INC. "TIP' Professional Land Surveyors www.egrud com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 NOTES Field survey was completed by E.G. Rud and Sons, Inc. on 01/28/15. Bearings shown are on Anoka County Coordinate System. Curb shots are taken at the top and back of curb. This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. Due to field work being completed during the winter season there may be improvements in addition to those shown that were not visible due to snow and ice conditions characteristic of Minnesota winters. Utilities shown hereon are observed. Excavations were not made during the process of this survey to locate underground utilities and/or structures. The location of underground utilities and/or structures may vary fromlocations shown hereon and additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center at (651) 454-0002 for verification of utility type and field location, prior to Location of 1000 foot setback line from the DNR ordinary high water line of Marshan Lake taken from Turnberry Crossing Impervious Surface Area Exhibit prepared by MFRA, dated 8-28-2012. Surveyed premises shown on this survey map is in Flood Zone C (area of minimal flooding), according to Flood Insurance Rate Map Community Panel No. 270015 0010 B by the Federal Emergency Management Agency, effective date May 17, 1982. 900.30 MHSAN ZONED: R -1X SINGLE FAMILY EXECUTIVE EXISTING COMPREHENSIVE LAND USE: VACANT RURAL RESIDENTIAL ZONING AND SETBACKS CURRENT ZONING IS R-3 CUP PUD MEDIUM DENSITY RESIDENTIAL PLANNED DEVELOPMENT AQUA LANE AQUA CIRCLE PERIMETER (NORTH LINE) 40 FEET 30 FEET 25 FEET 25 FEET (PROPOSED) PRIVATE STREET TO GARAGE DOORS 20 FEET CITY OF LINO LAKES 2030 COMPREHENSIVE PLAN 2006 EXISTING LAND USE: MULTI -FAMILY RESIDENTIAL FUTURE LAND USE: MEDIUM DENSITY RESIDENTIAL IMPERVIOUS SURFACE CALCULATIONS EXISTING IMPERVIOUS SURFACES * BUILDINGS 8,003 S.F. SIDEWALKS/STOOP 848 S.F. DRIVEWAYS 2,003 S.F. PRIVATE DRIVES 20,856 S.F. TOTAL IMPERVIOUS 31,710 S.F. * * INCLUDES LOTS 12-23, BLOCK 1, TURNBERRY CROSSING PROPERTY DESCRIPTION Lots 1 through 11 and 24, Block 1, TURNBERRY CROSSING, Anoka County, Minnesota. AREA COMPUTATIONS TOTAL SITE AREA: 3.83± ACRES * EXISTING LOTS 23 * PROPOSED LOTS 23 * DENSITY: 6.00 ± UNITS/ ACRE * * INCLUDES LOTS 12-23, BLOCK 1, TURNBERRY CROSSING I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. 05/13/15 License No. 41578 DRAWN BY: JEN JOB NO: 15050PP DATE: 02/09/15 CHECK BY: JER SCANNED 1 3/04/15 Revised Layout JEN 2 5/13/15 Per City Comments JEN 3 NO. DATE DESCRIPTION BY H IMPERVIOUS COVERAGE 01 �offt. TURNBERRY CROSSING 2ND ADDITION ftafor� HOKANSON CONSTRUCTION, INC. 9174 ISANTI STREET N.E. BLAINE, M N 55434 ATTN: ROGER HOKANSON (763) 286-7995 VICINITY MAP PART OF SEC. 19 E 20, TWP. 31, RNG. 22 6 a �? IIS ',)IS'�•;1 Middle School Rloe heron Elementery Scholl Rd v T ka Rine Creek Marshal -1 i'A•_ n Aqua I.1) Rice Geek .Chain [homonix. Gol Cho omit, �<84 Coui 41 • 0 O O X 952.36 -0- ❑r BLDSB L 0 -_J s ANOKA COUNTY, MINNESOTA (NO SCALE) LEGEND DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES IRON MONUMENT FOUND AS LABELED IRON MONUMENT SET, MARKED RLS# 41578 CATCH BASIN STORM SEWER MANHOLE SANITARY SEWER MANHOLE HYDRANT GATE VALVE EXISTING SPOT ELEVATION SIGN TELEPHONE PEDESTAL CABLE PEDESTAL ELECTRICAL BOX RETAINING WALL EXISTING CONTOURS EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER MAIN BUILDING SETBACK LINE CONCRETE SURFACE BITUMINOUS SURFACE DENOTES RIGHT OF ACCESS DEDICATED TO ANOKA COUNTY DENOTES PROPOSED PERVIOUS GUEST DENOTES PROPOSED REMOVALS DENOTES PROPOSED CONTOURS DENOTES SILT FENCE BENCH MARK MNDOT GSID STATION #62913 MN/DOT NAME: ANOKA BM 44 ELEVATION = 906.82 (NAVD88) L 1 / v J J1 A V 30 .2 J / / / / / 85 NORTH / / / GRAPHIC SCALE 15 30 / / PARKING / / / / / / 100 / / / / / / / / / / / / / / / L L / n L.6 / J / / / / / • / • ` • • 899.62 EBIT 899.43 EBIT 899.5 EBIT 899.47 [BIT 899.64 EBIT IBIT 899.88 EBIT / 900.09 EBIT 900.30 EBIT x 900.57 903.0, TOP 902.92 TOP ., 903,35 ASH'2 x 900.09 x 90'1.33 902.99 T07 903.41 903.36 ASH14 0 • 903.10 MAPLE30 898.83 x DITC,:51 901.23, x c5 0 9) x 898.31 DITCH, x 900.30 TOP • • • • • • • 9101.19 SETIP41578 S89°49 '11"K 898.25 fie"' DITCH 400.99 x • SETIP41578 899.69 TOP : 901.10 TOP x • • 901.97 ASH14 • 901.23 ASH12 x 902,.50 900.85 x 901.41 900.36 EBIT x 900.32 x 901.09 903.39 TOP : 903.97 TOP 900.3 TC -D 900.46 TC -D x 90 901.40 SOO°22'42"E 65, -5.05 900.43 00.77 900.16 EBIT x 900.22 85 / 100 900.1 EBIT : • 900.09 910E x 901.82 902.34 TOP '".ELM2O 903 23 EBIT 899.3 TOE 1 900.12 899.84 SETIP41 578 • 909.04 910' 899.36 899.57 8 / P se 900 -PIPILE \\e/0 S6 r1 897.85 897.31 TC CB/ -FL 898.07 89 .71 TC . ECONC 89 .37 I x 90.4.25 902.09 ELM26 902 04 9 0 897.97 901.03 ASH1 4 900.98 ASH1 6 900.92 ASH14 9AS01H16.04 ry 901.10 ASH16 x 900.99 902.31 TOP x-7 x 900.91 TOE 1.20 E 901.02 ASH10` x9 • • 902.88 : ASH14 11 89 .46 0 89 -D.77 TCY D 899.12 899.55 898.71 MH SAN 898.4; 902.1 a x'TOE-PILE .9047 EB898.4 / 899.16 898.77 q88.94 898.7 C 898.82 G: 898'.62 TC/ 898.28 898,96 89%:.14 E INC -TC 98.33 GL • 4. i 56 / / 66 / 899.00 897-85 899: n TO\ x 900.9Q • • / / / / /8 898!13 GL-- • BASIN 897/21 x HWL=898.1..........._........... I 89550 x885'.5:-�. \ 9101= -EXIS�E 896 1- _ P_R.AIN TILE x 8' E:43\ ....�, -897--TOE __ _ _____ ... • 898'.65 \ CBC atil to la 897.94 - -_ . IUt OE - TOEN 1 898 900- JEN .._BSS- - - - �'-- MIIr •a JEN 3 '''''P2 (y 0 Fo NDA11ON TO il BE EXPOSED AND' -.) Fil I•. FOOTINGS DROPPED' • 900 i.. 1` Revised Layout JEN 4 �� 898.28 900.1 TOP 900 / x OO..iB p DESCRIPTION TOE x 10.3 0 SOG 10 900.8 11GO 1 a J 8 SOG 99 OE Nx900.62 T0r x9 .47 r 1 i S' 00.68 89 R' 1 91 al TI 15. 1 /0 - 893.57 CS 4 \ p N \ CS -: 0 . 7< :� 11 -' 'i IS • TC -9 ! 1 C -•F7 \ CS 900.02 TC -D • • • 899.72*** TC -D 1111111111 89 TC D IP415.78 y.90 •TO R 898.05 898.42 TRANS 89 TC .78 898.81 MHSAN • o 899. 5 ITC - 898. V 899.91 899.79 MHSAN 900.29 TC -D x 900.18 901.22 TOE ELM12 900.93 TOP x 900.37 OE x TOP 900 96 DITCH TOp., 899.08. TOP • • • • • • • • • • • • • • • • • • • „ 898.F54 DIT.CH„ 900.'93 • • • 899.05 x DI0H • • • • • • • • • • • • • • EBIT • • • • • TOP 899.86 899.77 EDIT 60 120 1 inch = 30 ft. 111111 g SONS INC. "t"n Professional Land Surveyors 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 Ar • 901 13 • 902.35 77940 901.27 901.68 TOP X 90 74 Z ED Lj 901.92 I- x 901.35 x 901.23 899.99 EBIT • 901 13 ELM1 2 901 32 TOP ay 8911.47 901.59 12 x 901.47 9 87. 4Ic 899.75 899.89 TC -D • 899 7 899 899.12 ECONC 4.1 26 02. 900.71 , 900.70 x 900 60 1Z) 900.88 SOG pow EOF 898.15 .27 TOP 899. 0 89970 CBT • • 065(13 x 900 901.14 901.2 • PP x 896.95 897.77 tn 9048 901.30 901.31 900.99 901 1, 902 82 902.66 902.68 902.7 900.85 900.72 900.73 TC -D EBIT-TC 900.64 900.60 EBIT-TC TC -D 90 4 TC 900.85 900.44 MH SAN 900.89 900.84 90 2 901.24 900 65 900 58 900 56 900.63 899. TC- 901.25 TC -D x 900. BLDSB- .23 1 90 61 90 00 901.82 901 86 901.45 901.78 901.81 901.81 901.83 -98 96 Zo • 901.44 900 60 S89°39'24"Ifr 87 TOE 896.14 N TOE 8 98 900.67 FNDIP#12251 - 899.83 107 -7,91 9f198 s .1812 6 14.0 0 11.008 DECK cd -7871-8 899.81 EBIT NOTES 899 62 EBIT A / 898.99 EBIT A / Field survey was completed by E.G. Rud and Sons, Inc. on 01/28/15. Bearings shown are on Anoka County Coordinate System. Curb shots are taken at the top and back of curb. This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. Due to field work being completed during the winter season there may be improvements in addition to those shown that were not visible due to snow and ice conditions characteristic of Minnesota winters. Utilities shown hereon are observed. Excavations were not made during the process of this survey to locate underground utilities and/or structures. The location of underground utilities and/or structures may vary fromlocations shown hereon and additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center at (651) 454-0002 for verification of utility type and field location, prior to excavation. Location of 1000 foot setback line from the DNR ordinary high water line of Marshan Lake taken from Turnberry Crossing Impervious Surface Area Exhibit prepared by MFRA, dated 8-28-2012. Surveyed premises shown on this survey map is in Flood Zone C (area of minimal flooding), according to Flood Insurance Rate Map Community Panel No. 270015 0010 B by the Federal Emergency Management Agency, effective date May 17, 1982. Vacation of Drainage and Utility Easement over Lot 24 will be required. Ponding Calculations provided by Plowe Engineering, Inc. on 3-4-15. 27.67 PROPOSED 84.5 0. PORCH co 16.17 GARAGE 22.50 27 67 TOWNHOME TOWNHOM E DETAILS rl 84.5 0 GARAGE 0. PORCH g 2250 csi 11-0°811 DECK cd 14.0 0 27.67 PROPOSED cd DECK 1811.00 0 14.0 27.67 TOWNHOME 0 0 11.67 rd 0 0. PORCH GARAGE 22.50 GARAGE 22.50 0 1,611.67 17 co 1111:96. 11.°u‘CD1 DECK c6 14.0 0 27.67 PROPOSED SINGLE UNIT TOWNHOME 8 GARAGE 22.50 898.89 EBIT A 898.40 EBIT 898.25 [BIT 3 60 A A A A A 9.19 TC60 A 900.30 MHSAN ZONING AND SETBACKS CURRENT ZONING IS R-3 CUP PUD MEDIUM DENSITY RESIDENTIAL PLANNED DEVELOPMENT AQUA LANE AQUA CIRCLE PERIMETER (NORTH LINE) 40 FEET 30 FEET 25 FEET 25 FEET (PROPOSED) PRIVATE STREET TO GARAGE DOORS 20 FEET IMPER VIOUS SURFACE CALCULATIONS AREA INSIDE 1000 FT SHORELAND DISTRICT 162,726 S.F. (3.73 AC.) AREA OUTSIDE 1000 FT SHORELAND DISTRICT 4,248 S.F. (0.10 AC.) ALLOWABLE IMPERVIOUS AREA: OUTSIDE SHORELAND DISTRICT (65%) 2,761 S.F. TOTAL ALLOWABLE IMPERVIOUS 59,715 S.F. EXISTING IMPERVIOUS SURFACES BUILDINGS 8,003 S.F. SIDEWALKS/STOOP 848 S.F. DRIVEWAYS 2,003 S.F. PRIVATE DRIVES 20,856 S.F. TOTAL EXISTING IMPERVIOUS 31,710 S.F. INCLUDES LOTS 12-23, BLOCK 1, TURNBERRY CROSSING PROPOSED IMPERVIOUS SURFACES TOTAL EXISTING IMPERVIOUS 31,710 S.F. PROPOSED UNITS LOTS 1-11 20,119 S.F. PROPOSED UNITS LOTS 12-15 & 20-21...8,421 S.F. PROPOSED IMPERVIOUS DRIVEWAYS TOTAL IMPERVIOUS 60,890 S.F. PROPOSED REMOVALS (745) S.F. PROPOSED PERVIOUS GUEST PARKING (574) S.F. TOTAL PROPOSED IMPERVIOUS 59,573 S.F. * 100% PERVIOUS DRIVES AND SIDEWALKS REQUIRED FOR PROPOSED UNITS ON LOTS 1-15. PERVIOUS WALKS FOR LOTS 20 - 21. PROPERTY DESCRIPTION Lots 1 through 11 and 24, Block 1, TURNBERRY CROSSING, Anoka County, Minnesota. AREA COMPUTATIONS TOTAL SITE AREA: 3.83± ACRES * EXISTING LOTS 23 * PROPOSED LOTS 23 * DENSITY: 6.00 ± UNITS/ ACRE * * INCLUDES LOTS 12-23, BLOCK 1, TURNBERRY CROSSING I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. 01. • Date: 05/13/15 License No. 41578 DRAWN BY: JEN JOB NO: 15050PP DATE: 2/05/15 CHECK BY: JER SCANNED 1 2/09/15 Revised Layout JEN 2 2/19/15 Revised Layout JEN 3 3/04/15 Revised Layout JEN 4 5/13/15 Per City Comments JEN NO. DATE DESCRIPTION BY SHEET 2 PRELIMINARY PLAT Pwofft• TURNBERRY CROSSING 2ND ADDITION ft°forw HOKANSON CONSTRUCTION, INC. 9174 ISANTI STREET N.E. BLAINE, M N 55434 ATTN: ROGER HOKANSON (763) 286-7995 VICINITY MAP PART OF SEC. 19 E 20, TWP. 31, RNG. 22 Nj 011 Blue. Memn .can 'Elementary Schad i Rd Y o 4 1 W 23 I Rine Creek NdOr3au1, r1 Aqua Ln Rice 1 r .Chem Chamonix Gal Cnor,adK GcIS Cour Lh:r, - ro ANOKA COUNTY, MINNESOTA (NO SCALE) • 0 O O H X 952.36 ❑T ❑E BLDSB I I L J LEGEND DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES IRON MONUMENT IRON MONUMENT CATCH BASIN STORM SEWER MANHOLE SANITARY SEWER MANHOLE HYDRANT GATE VALVE EXISTING SPOT ELEVATION SIGN TELEPHONE PEDESTAL CABLE PEDESTAL ELECTRICAL BOX RETAINING WALL EXISTING CONTOURS EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER MAIN BUILDING SETBACK LINE CONCRETE SURFACE BITUMINOUS SURFACE FOUND AS LABELED SET, MARKED RLS# 41578 0 DENOTES RIGHT OF ACCESS DEDICATED TO ANOKA COUNTY BENCHMARK MNDOT GSID STATION #62913 MN/DOT NAME: ANOKA BM 44 ELEVATION = 906.82 (NAVD88) / 4 T. / 30 0 / (s JLid/ 0-5 / Lti / 8S NORTH GRAPHIC SCALE 15 30 60 / 100 / r / / c 7. r -1 / , /.1 / J / • / / 2 I.1J • s/ • / Y• • 1 s. S89°49'11"W 1.60 • • 85 100 ES/ / 12 98,126 S.F. a DRAINAGE AND UTI2ITY /EASEMENT THROUGH OUT ALL OF LOT 12, B,LOCK ERREOC. ESS "IND EG • N0 RES \�\ 19>36 �OpyEMEN L° Q 5j•6> � � ,r_it, /o. 2/ 3,864/ S.F. 3/ 3,720/ S.F. / 2 / / / 60 / S00°22'42"E -5..05 / / / / / 9 0 xi CO 0 m / / / / / / / / 07 0 O N N S00'01'15"E 0 57253 DRAINAGE AND UTILITY EASEMENT COVERS ALL OF LOT 24, BLOCK 1, (TO BE VACATED) N89'58'45"E 44.67 n 1 3 132.31 60 43.82 r 43.82 34.77 5 5 - 10.3 8 3,216 S.F. w Ln 0 0 z O 0 O N 0O N 10 3,155 S.F. to 0 0 0 z / O O N /I-- /.,_/ / `_, 0 0 -Z- , ' 0 Q- Q (773V- 0 0 0 N 44.67 5 5 43.82 "E 43.82 CO 60 N89°58245'E 87.34 0 N89°58'45"E 12.34 S89°58'45"W 87.34 1 /"D O/0 N89 °39 '24"E 87.34 / 98,126 S.F. m DRAINAGE AND UTILITY m EASEMENT THROUGH OUT / OF LOT 12, BLOCK 1, DRAINAGE AND UTILITY / I EASEMENT COVERS AL._ OF LOT 24, BLOCK 1, (TO BE VACATED) 7.-, ▪ L_ ▪ 1 / 11 1 / �v 0 0 S89 ° 9 '24' 87. S89° 8'45" 87. 4 CO 21.29 - Nr 9°39 n I 0I 0 O NI 11 OI 0 N DECK BLDSB B : BLD 07 S89°39 '24" IW N216 �/ S89°58'45"W DECK / BLDSB / / / / / 87.34 A /\ co S00 °20 '36"E N89°58'45"E 87.34 N89°39 '24"E DECK / / / / 87.34 DECK i A ,. 1 ,A 7. • S89° 9 '24" 87. 9 D BLDSB - 21.35 N89°39'29"E 389°39'24"W 87.34 278.18 L A /\ r- 1 -- L 0 0 60 120 ( IN FEET ) 1 inch = 30 ft. r ZA. DUD & SONS INC. E"."n Professional Land Surveyors wwweegrud.com 6 776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 / L ZONED: GB GENERAL EXISTING COMPREHENSIVE LAND r BUSINESS USE: INDUSTRIAL NOTES Field survey was completed by E.G. Rud and Sons, Inc. on 01/28/15. Bearings shown are on Anoka County Coordinate System. Curb shots are taken at the top and back of curb. This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. Due to field work being completed during the winter season there may be improvements in addition to those shown that were not visible due to snow and ice conditions characteristic of Minnesota winters. Utilities shown hereon are observed. Excavations were not made during the process of this survey to locate underground utilities and/or structures. The location of underground utilities and/or structures may vary fromlocations shown hereon and additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center at (651) 454-0002 for verification of utility type and field location, prior to excavation. Location of 1000 foot setback line from the DNR ordinary high water line of Marshan Lake taken from Turnberry Crossing Impervious Surface Area Exhibit prepared by MFRA, dated 8-28-2012. Vacation of Drainage and Utility Easement over Lot 24 will be required. Surveyed premises shown on this survey map is in Flood Zone C (area of minimal flooding), according to Flood Insurance Rate Map Community Panel No. 270015 0010 B by the Federal Emergency Management Agency, effective date May 17, 1982. 11 0 0 07 0 N OOo DECK ai 14.0 0 27.67 PROPOSED 0 11.67ri o 0 PORCH Up 16.17 0 GARAGE 22.50 ZONED: R -1X SINGLE FAMILY EXECUTIVE EXISTING COMPREHENSIVE LAND USE: VACANT RURAL RESIDENTIAL I r\ r -I A r\ r\ -1- /\ A 1 I 1 Fe 11 1/-- /\ 1 11 11 1 11 I I\ I 1 \1 1 1 \ / 1 V rs 1._ 1I ZONING AND SETBACKS CURRENT ZONING IS R-3 CUP -PUD MEDIUM DENSITY RESIDENTIAL PLANNED DEVELOPMENT K / \ C.S.A.H N0. 23 (LAKE DRIVE) 40 FEET AQUA LANE 30 FEET AQUA CIRCLE 25 FEET PERIMETER (NORTH LINE) 25 FEET (PROPOSED) PRIVATE STREET TO GARAGE DOORS 20 FEET CITY OF LINO LAKES 2030 COMPREHENSIVE PLAN 2006 EXISTING LAND USE: MULTI -FAMILY RESIDENTIAL FUTURE LAND USE: MEDIUM DENSITY RESIDENTIAL TOWNHOME DETAILS 0 0 0 N` 14.0 0 ` 14.0 0 11.00<6 DECK cd 11 002 DECK co 27 67 TOWNHOME 0-507 0 0 07 01,U1GARAGE 11.67,60 0 PORCH u• 16.17 0 22.50 0 0 07 0 14.0 11.00 (xi DECK 0 o 27 67 PROPOSED 27.67 TOWNHOME 0 0 � 4.5 11.67,5 o 0 PORCH 16.17 0 GARAGE 22.50 GARAGE 0 22.50 0 0 0-5 4.55 ri11.67 PORCH 0 16.17 co 0 N 11.000 0 0 07 14.0 0 DECK c6 27.67 PROPOSED SINGLE UNIT TOWNHOME o 07 X4.5 GARAGE 11.67, 0 0 PORCH I • 16.17 0 22.50 PROPERTY DESCRIPTION Lots 1 through 11 and 24, Block 1, TURNBERRY CROSSING, Anoka County, Minnesota. AREA COMPUTATIONS TOTAL SITE AREA: 3.83± ACRES * EXISTING LOTS 23 * PROPOSED LOTS 23 * DENSITY: 6.00 ± UNITS/ ACRE * * INCLUDES LOTS 12-23, BLOCK 1, TURNBERRY CROSSING I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. • 111 JA. ON E. "UD Date: 05/13/15 License No. 41578 DRAWN BY: JEN JOB NO: 15050PP DATE: 2/06/15 CHECK BY: JER SCANNED ❑ 1 3/04/15 Revised Layout JEN 2 5/13/15 Per City Comments JEN 3 NO. DATE DESCRIPTION BY SHEET 3 GRADING PLAN �of� TURNBERRY CROSSING 2ND ADDITION ftafor� HOKANSON CONSTRUCTION, INC. 9174 ISANTI STREET N.E. BLAINE, M N 55434 ATTN: ROGER HOKANSON (763) 286-7995 VICINITY MAP PART OF SEC. 19 E 20, TWP. 31, RNG. 22 Rlue Nemn 4 Rd Elementary Scholl Rine Creek nAqua In Rice Creek -Chain Chmmnnix Gni ChomooiK Gclt Couh~n ANOKA COUNTY, MINNESOTA (NO SCALE) • 0 O O X 952.36 -0- BLDSB LEGEND DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES NORTH IRON MONUMENT FOUND AS LABELED IRON MONUMENT SET, MARKED RLS# 41578 CATCH BASIN STORM SEWER MANHOLE SANITARY SEWER MANHOLE HYDRANT GATE VALVE EXISTING SPOT ELEVATION SIGN TELEPHONE PEDESTAL CABLE PEDESTAL ELECTRICAL BOX RETAINING WALL EXISTING CONTOURS EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER MAIN BUILDING SETBACK LINE CONCRETE SURFACE BITUMINOUS SURFACE A DENOTES RIGHT OF ACCESS DEDICATED s TO ANOKA COUNTY DENOTES PROPOSED CONTOURS DENOTES SILT FENCE SOG DENOTES SLAB ON GRADE EROSION CONTROL / REVEGETATION SPECS. c1J� 1. PRIOR TO ROUGH GRADING, INSTALL SILT STOP FENCE IN LOCATIONS SHOWN. ADDITIONAL SILT STOP FENCE WILL BE REQUIRED WHERE LOCAL CONDITIONS REQUIRE. INSTALL TREE PROTECTION AS DEEMED NECESSARY BY THE CITY FORESTER PRIOR TO ANY GRADING. 2. ANY GRADING SHALL PROCEED ON AN AREA BY AREA BASIS TO MINIMIZE UNCOMPLETED AREAS. • / 3. AS EACH AREA OUTSIDE THE STREET IS GRADED, PROVIDE / NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN SEVEN DAYS AFTER ROUGH GRADING. 4. MAINTAIN AND REPAIR SILT STOP FENCES (INCLUDING REMOVAL OF ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHED. 5. SEE "STORM WATER POLLUTION PREVENTION PLAN" FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. / / / BENCHMARK MNDOT GSID STATION #62913 MN/DOT NAME: ANOKA BM 44 ELEVATION = 906.82 (NAVD88) / `- / 4;• L / T- lJ '4 DIRECTION OFA EXTEND WIRE MESH INTO TRENCH SUPPORT POST ANCHORAGE IN-SITU SOIL / 85 / / / / / 100 / / / / / / / / / / / / / / / / / L / / / / / / J 899.62 EBIT 899.05 DI2H 899.43 EBIT x89854 DITCH 900.93 TOP • • • • • • • • 899.5 EBIT 899.47 [BIT 902.35 .' ELM40 Q1\ 901.1.57 t� 90 x 90153 • • • • • • • • • • • 899.66 [BIT • • • • • >4-a.80„ 99 901.14 TOP 899.86 5.517 901. 3 •i9O 901.04 O.• 899.77 [BIT SILT FENCE DETAIL 6" MIN. 2" X 2" WOOD OR STEEL POST 7'-7" 0.C. 901.27 SETIP41578 899.64 EBIT 899.88 EBIT / 900.09 EBIT 900.30 EBIT x 900.57 902. _ TOP 900.36 EBIT x 900.32 x 901.09 903.03 ' TOP 903.35 ASH'2 x 900.09 x901.33 902.99 Top 903.4 r-1112 903.36 ASH14 N O • 903.10 MAPLE30 898.3 x DITQ:H 901.2 • x c5 O 9) x 898.31 DITCH; x 900.30 TOP • • • • • • • 901.19 SETIP41578 S89°49 '/I�"TV 898.25 �"'�"' DITCH x 400.99 x • SETIP41578 899.66 TOP 901.10 TOP x 901.97 ASH14 901.23 ASH12 900.85 x 901.41 901.40 x 902.50 85 100 900.31 EBIT : • -VT" T0E x 901.82 902.34 TOP '".ELM20 903.23 EBIT --72V3 899.3 1 900.12 899.84 SETIP41578 90Q.04 Tc. 30 0 15 GRAPHIC SCALE 30 60 120 ( IN FEET ) 1 inch = 30 ft. / 899.36 899,57 898.48 897.85 897.31 TC CB/ -FL 898.07 89 .71 TC . ECONC 89 .37 X 90.4,25 902.09 ELM26 897.97 901.03 ASH1 4 900.16 EBIT x 900.22 900.98 ASH1 6 900.92 ASH1 4 901.02 ASH10` x9 • • 902.88 - ASH14 x 904.88. 89 .46 G Tc/ -D T -D 89/7.56 G 899.30 899.12 898.71 MHSAN 898.8; 899.16 905.98.: 902.1 a xTOE-PILE x 900.57 899.55 898EB.4 898.77 898.7 C 898.82 901.04 ASH16 Ay 901.10 ASH16 x 900.99 89MHSAN -7 8. (/ G; 898'.62 TC 898.28 898.96 899.00 897-85 x 900.9Q 898.77 899 ,? x • 14 N E NC -TC 98.33 GL 898!13 CLQ 89865 \ CB -TC BASIN � 897 /z1 x- HWL-898.1..........._............._........ � / 895 50 896 TILE x8 E:43....�, -897 -1-0E _ _ ... x 899.15 TOP 897.94 9©2.31 TOP 899. TOT • 898 70 TC D 903.39 TOP : 903.97 TOP 900.33 TC- D 900.46 TC -D 900.29 TC -D x 90 m LJ0 N .85005°22'42"E M X CC aLL, z Q J 900 l.0. x1'818 x 99 TC E x 900.91 TOE 1.20 900.49 TC- ro sm w 263 900.43 00.77 NDIP#12251 x 900.18 901.22 TOE ELM12 900.93 TOP x 900.68 3. TOP - 900.96 x 898.64 \ TOP DITCH < x 899.08 • 900.23 TOP • x900.9.15 TOP • • • x 901 x 901.74 Z 0 O � W O z � J �I COQ I- = W Q 901.92 I- k O 0 z 0 < Z= v ooE 00< 0 90 x 901.35 x 901.23 900.89 901 0 901.14 899.99 EBIT 90 0 900.37 OE x 901 13 901.32 TOP 900.67 FNDIP#12251 - x 901.50 /10 901.59 12 x 901.47 / / / / 900.8 11 IP415.78 x 898.05 898.42 TRANS 899 ECO 900.02 899.72'- TC -D - 899.' 5 ,TC - AN I 899.91 899. MHS OVATE ST'E > - CURL 7 899.75 899.89 TC -D 899,7 899.12 ECONC x 900 60 1Z) 901.14 901.2 901.16 TC -D 90 2 TC -D 901.24 • • • • • 900.71 900.70 SOG 901.0 900.88 x -74P.99 89113 SOG 901.0 SOG p91.0 EOF 898.15 -897 4rE 87.3888 90 09 90 2 0 26 901.18 901.61 901.60 901.27 901.41 901.58 902.84 902.72 cl.. -:.Pri. sz!,Ui7: 2000 8.1 902.71 902.64 900.85 901.16 900.87 TC-EBIT TC -D 901.30 901.31 900.99 897.77 TTC 'p 8 898.81 MHSAN 98. C -D A - 60 99. 899. 0 89970 CBT 901 12 901 156 902.76 GAR-FFE 902.66 902.68 90282 902 73 902. 900.86 900.72 900.73 TC -D EBIT-TC 9'24" 87. 900.96 900.64 900.60 EBIT-TC TC -D 9.90 90 41 TC 9(30.85 900.73 900.89 900 65 900 58 (900.56 900.84 900.63 901.25 x 900. BLDSB TO .23 90 61 90 50 901.82 901 86 901.45 901.78 901.81 901.81 901.83 -98 96 901.65 901.44 900 93 900.76 DECK 900 79 896 32 896 14 x TOE 898.65x \ A 1 A 899. TC - 8 98 3 A A A A 9.19 TC60 L / / 60 / / S89°5 898.25 EBIT 899.81 EBIT co 89962 898.99 EBIT A WIRE MESH REINFORCEMENT, STD. FIELD FENCE. MIN. 30" HIGH, MAX. MESH SPACING OF 6" AND MIN. 14-1/2" GAUGE WIRE IS OPTIONAL. GEOTEXTILE FILTER FABRIC - OVERLAP 6" AND FASTEN AT 2' INTERVALS. LAY FABRIC IN TRENCH. FABRIC ANCHORAGE TRENCH. BACKFILL TRENCH WITH TAMPED NATURAL SOIL. NOTES: 1) WIRE MESH IS NOT REQUIRED. 2) CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EROSION CONTROL MATERIALS FOLLOWING TURF ESTABLISHMENT. 111111 g SONS INC. "t"n Professional Land Surveyors 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 Ar EBIT A / 89889 EBIT A 898.40 EBIT NOTES Field survey was completed by E.G. Rud and Sons, Inc. on 01/28/15. Bearings shown are on Anoka County Coordinate System. Curb shots are taken at the top and back of curb. This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. Due to field work being completed during the winter season there may be improvements in addition to those shown that were not visible due to snow and ice conditions characteristic of Minnesota winters. Utilities shown hereon are observed. Excavations were not made during the process of this survey to locate underground utilities and/or structures. The location of underground utilities and/or structures may vary fromlocations shown hereon and additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center at (651) 454-0002 for verification of utility type and field location, prior to excavation. Location of 1000 foot setback line from the DNR ordinary high water line of Marshan Lake taken from Turnberry Crossing Impervious Surface Area Exhibit prepared by MFRA, dated 8-28-2012. Surveyed premises shown on this survey map is in Flood Zone C (area of minimal flooding), according to Flood Insurance Rate Map Community Panel No. 270015 0010 B by the Federal Emergency Management Agency, effective date May 17, 1982. Vacation of Drainage and Utility Easement over Lot 24 will be required. Building styles are slab on grade. Ponding Calculations provided by Howe Engineering, Inc. on 3-4-15. TOWNHOME DETAILS 14.0 0 11.00,0 DECK od 0 14.0 26 DECK 811.00 27.67 PROPOSED 27.67 TOWNHOME LcS GARAGE 22.50 GARAGE 22.50 4.50 • PORCH 0 0. 14.0 11.0000 DECK 27.67 PROPOSED • SINGLE UNIT TOWNHOME co cpel• PORCH d GARAGE 22.50 A 900.30 MHSAN ZONING AND SETBACKS CURRENT ZONING IS R-3 CUP PUD MEDIUM DENSITY RESIDENTIAL PLANNED DEVELOPMENT AQUA LANE 30 FEET AQUA CIRCLE 25 FEET PERIMETER (NORTH LINE) 25 FEET (PROPOSED) PRIVATE STREET TO GARAGE DOORS 20 FEET IMPERVIOUS SURFACE CALCULATIONS AREA INSIDE 1000 FT SHORELAND DISTRICT 162,726 S.F. (3.73 AC.) AREA OUTSIDE 1000 FT SHORELAND DISTRICT 4,248 S.F. (0.10 AC.) ALLOWABLE IMPERVIOUS AREA: INSIDE SHORELAND DISTRICT (35%) 56,954 S.F. OUTSIDE SHORELAND DISTRICT (65%) 2,761 S.F. TOTAL ALLOWABLE IMPERVIOUS 59,715 S.F. EXISTING IMPERVIOUS SURFACES BUILDINGS 8,003 S.F. SIDEWALKS/STOOP 848 S.F. DRIVEWAYS 2,003 S.F. PRIVATE DRIVES 20,856 S.F. TOTAL EXISTING IMPERVIOUS 31,710 S.F. INCLUDES LOTS 12-23, BLOCK 1, TURNBERRY CROSSING PROPOSED IMPERVIOUS SURFACES TOTAL EXISTING IMPERVIOUS 31,710 S.F. PROPOSED UNITS LOTS 1-11 20,119 S.F. PROPOSED UNITS LOTS 12-15 & 20-21...8,421 S.F. PROPOSED IMPERVIOUS DRIVEWAYS LOTS 20 8c 21 640 S.F. TOTAL IMPERVIOUS 60,890 S.F. PROPOSED REMOVALS (1,308) S.F. TOTAL PROPOSED IMPERVIOUS 59,582 S.F. * 100% PERVIOUS DRIVES AND SIDEWALKS REQUIRED FOR PROPOSED UNITS ON LOTS 1-15. PERVIOUS WALKS FOR LOTS 20 - 21. PROPERTY DESCRIPTION Lots 1 through 11 and 24, Block 1, TURNBERRY CROSSING, Anoka County, Minnesota. AREA COMPUTATIONS TOTAL SITE AREA: 3.83± ACRES * EXISTING LOTS 23 * PROPOSED LOTS 23 * DENSITY: 6.00 ± UNITS/ ACRE * * INCLUDES LOTS 12-23, BLOCK 1, TURNBERRY CROSSING I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. 01. • Date: 05/13/15 License No. 41578 DRAWN BY: JEN JOB NO: 15050PP DATE: 2/05/15 CHECK BY: JER SCANNED 1 2/09/15 Revised Layout JEN 2 3/04/15 Revised Layout JEN 3 5/13/15 Per City Comments JEN NO. DATE DESCRIPTION BY SHEET 4 LAN SCAPE/PLANTING PLA Pwofft• TURNBERRY CROSSING 2ND ADDITION ft°forw HOKANSON CONSTRUCTION, INC. 9174 ISANTI STREET N.E. BLAINE, M N 55434 ATTN: ROGER HOKANSON (763) 286-7995 VICINITY MAP PART OF SEC. 19 E 20, TWP. 31, RNG. 22 Ulmer Dr Centennial KMW School v Blue Heron ,�tal4 ElementaryScholl Rd Y o 4 1 W N 23 I SITE Adre5h0n Rice Creek Aqua Rice Creek -Chain Chmmenh- Gni Chomerir, Lae1± Cou he ANOKA COUNTY, MINNESOTA (NO SCALE) • 0 OD OO N X 952.36 -0- ❑r BLDSB I I L J LEGEND DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES NOTES IRON MONUMENT FOUND AS LABELED IRON MONUMENT SET, MARKED RLS# 41578 CATCH BASIN STORM SEWER MANHOLE SANITARY SEWER MANHOLE HYDRANT GATE VALVE EXISTING SPOT ELEVATION SIGN TELEPHONE PEDESTAL CABLE PEDESTAL ELECTRICAL BOX RETAINING WALL EXISTING CONTOURS EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER MAIN BUILDING SETBACK LINE CONCRETE SURFACE BITUMINOUS SURFACE Field survey was completed by E.G. Rud and Sons, Inc. on 01/28/15. Bearings shown are on Anoka County Coordinate System. Due to field work being completed during the winter season there may be improvements in addition to those shown that were not visible due to snow and ice conditions characteristic of Minnesota winters. PROPERTY DESCRIPTION Lots 1 through 11 and 24, Block 1, TURNBERRY CROSSING, Anoka County, Minnesota. BENC HMARI( MNDOT GSID STATION #62913 MN/DOT NAME: ANOKA BM 44 ELEVATION = 906.82 (NAVD88) 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROX. 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL. 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 100 , I. J �J / t L \ j J NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) CSP 180° 0.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM ORIENTATION OF GUY LINES AND STAKES STAKING DIAGRAM GUY WIRE WITH WEBBING FLAGGING - ONE PER WIRE 4 INCHES MULCH EXISTING GRADE MINIMUM 1/2 WIDTH OF ROOT BALL PLANTING SOIL MIXTURE (SEE SPEC.) `UNDISTURBED OR STABILIZED SUBSOILS CONIFEROUS TREE PLANTING DETAIL N.T.S. z N 4 INCHES MULCH ( SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) IF SHRUB IS B & B, THEN REMOVE BURLAP & ROPE FROM TOP 1/3 OF BALL BACKFILL MIX UNDISTURBED SUBSOIL SHRUB & CONTAINER PLANTING DETAIL N.T.S. RUD a SONS INC. EST.'S" Professional Land Surveyors www.egrud.com 6 776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 Ar 411 902.35 ELM40 N 901.70 ELM22 901.22 ELM12 1* 903.35 ASH12 903.36 ASH14 903.10 MAPLE30 901.97 ASH14 901.23 ASH12 901.13 ELM12 • 903.43 ASH12 8S 100 901.03 AS1414 901.02 ASH10 900.98 ASH16 900.92 ASH14 901.04 ..ASH16 901.10 ASH16 Fel -m 0 902.09 ELM26 902 34 ELM20 GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. 411 902.88 L - ASH14 i / SOD REQUIRED IN ALL OPEN SPACE --_-EX/STING DRAIN -TILE cBM/ I / I A 60 C -9 A r » » 0/ » �-EXISTING D♦AIN TILE » //27 / / / / / I / / / / / n / / / / / / / // / 0 / / - - - - BLDSB BLDSB BLD B > 4 / BLDSB > » »1 / / / / //////// / / / / 1:; / / ,5 / / A 04 I/ 4 4 //////s 8 0 m 0 BLDSB CC > 0 c rc / I I BLDSB B D$B BLDSB J • 1141 R1nu�lptu4/1111( IDle PLAN 8" 2 -PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST- 3 REQUIRED AT 120° BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP Sc ROPE FROM TOP 1/3 OF THE BALL �I DECIDUOUS TREE PLANTING DETAIL / N.T.S. SUGGESTED - PLANT SCHEDULE SYMBOL QUANTITY SIZE ROOT TYPE COMMON NAME BOTANICAL NAME -\l_.'„ �I ,-"=2" ',I ra 1* � `us' G 110 ilk 13 2" CAL. B&B BLAZE MAPLE Acer x freemanii "Jeffersred" 10NORTHERN CAL. B&B PIN OAK Quercus ellipsoidalis 8RED 2" CAL. B&B OAK Quercus rubra 10 1.5" CAL. B&B HARVEST GOLD CRABAPPLE Betula x "Crimson Frost" 14 8 8 9 Crateagus crusgalle var. inermis 15BLACK 10 11 HILLS SPRUCE Picea glauca "densata" 10 6' HT. B&B SPRUCE Picea glauca 15 6' HT. B&B WHITE PINE Pinus strobus I r..., cs cs Cs V cs cBM/ I / I A 60 C -9 A r » » 0/ » �-EXISTING D♦AIN TILE » //27 / / / / / I / / / / / n / / / / / / / // / 0 / / - - - - BLDSB BLDSB BLD B > 4 / BLDSB > » »1 / / / / //////// / / / / 1:; / / ,5 / / A 04 I/ 4 4 //////s 8 0 m 0 BLDSB CC > 0 c rc / I I BLDSB B D$B BLDSB J • 1141 R1nu�lptu4/1111( IDle PLAN 8" 2 -PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST- 3 REQUIRED AT 120° BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP Sc ROPE FROM TOP 1/3 OF THE BALL �I DECIDUOUS TREE PLANTING DETAIL / N.T.S. SUGGESTED - PLANT SCHEDULE SYMBOL QUANTITY SIZE ROOT TYPE COMMON NAME BOTANICAL NAME -\l_.'„ �I ,-"=2" ',I ra 1* � `us' G 110 ilk 13 2" CAL. B&B BLAZE MAPLE Acer x freemanii "Jeffersred" 10NORTHERN CAL. B&B PIN OAK Quercus ellipsoidalis 8RED 2" CAL. B&B OAK Quercus rubra 10 1.5" CAL. B&B HARVEST GOLD CRABAPPLE Betula x "Crimson Frost" 14 1.5" CAL. B&B THORNLESS HAWTHORN Crateagus crusgalle var. inermis 15BLACK 6' HT. B&B HILLS SPRUCE Picea glauca "densata" 10 6' HT. B&B SPRUCE Picea glauca 15 6' HT. B&B WHITE PINE Pinus strobus NOTES: 1) EXAMPLE SPECIES SHOWN - VERIFY SPECIES REQUIREMENTS WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS 2) VERIFY TREE LOCATIONS WITHIN BOULEVARD WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS eft m 0 V » A < , A A - 60 / / / / LANDSCAPING NOTES PLANTING SOIL SHALL HAVE A pH RANGE OF 5.00 TO 8.00. SOIL SHALL BE DECOMPACTED AND FREE OF STICKS, STONES, AND OTHER DEBRIS. SOIL SHALL CONTAIN NO LESS THAN 5% ORGANIC COMPOST AND 25% SAND. FOR PLANTING OF SHRUBS, PERENNIALS, AND ORNAMENTAL GRASS, A MINIMUM OF 6" OF TOPSOIL SHALL BE PLACED ON THE AFFECTED AREAS BEFORE INSTALLATION. FOR ESTABLISHMENT OF TURF, A MINIMUM OF DEPTH OF 4" OF TOPSOIL SHALL BE PLACED ON THE AFFECTED AREAS BEFORE INSTALLATION OF SOD OR SEED. STAKE AND/OR MARK ALL PLAN PLANTING LOCATIONS PRIOR TO INSTALLATION. OWNER TO APPROVE ALL LOCATIONS PRIOR TO INSTALLATION. ALL PLANTS INSTALLED SHALL BE NURSERY GROWN AND IDENTIFIED AS HARDY PLANTS WHICH ARE APPROPRIATE FOR ALL SEASONAL CONDITIONS. PLANTS MUST BE SOUND, HEALTHY, VIGOROUS, AND FREE OF DISEASE, INSECTS EGGS, AND LARVAE. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. USE 4" FOR TREES, SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. INSTALL 4"-6" DEPTH SHREDDED WOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. ALL WORK TO BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT TIME OF ACCEPTANCE BY OWNER. CONTRACTOR TO MAKE ALL REPLACEMENTS IN A TIMELY MANNER. ALL MATERIALS SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. WHEN STAKING OR GUYING OF TREES IS REQUIRED, IT SHALL OCCUR SO AS NOT TO CREATE ANY HAZARDS OR UNSIGHTLY OBSTACLES. ALL WIRES SHALL BE ENCASED IN HOSE TO PREVENT TREE DAMAGE. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. APPLY CHEMICAL WEED CONTROL TO ALL LANDSCAPE AREAS PRIOR TO ANY INSTALLATION. ALL MATERIALS SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. WHEN STAKING OR GUYING OF TREES IS REQUIRED, IT SHALL OCCUR SO AS NOT TO CREATE ANY HAZARDS OR UNSIGHTLY OBSTACLES. ALL WIRES SHALL BE ENCASED IN HOSE TO PREVENT TREE DAMAGE. ALL SEE MIXTURES MUST BE APPROVED BY THE CITY. DRAWN BY: JEN JOB NO: 15050PP DATE: 3/04/15 CHECK BY: JER SCANNED ❑ 1 5/13/15 Per City Comments JEN 2 3 NO. DATE DESCRIPTION BY SHEET 5 15050PP N COCO S:Aplowe\cad\15pro\15-1536 TURNBERRY CROSSING 2ND \15-1536 CAD \15-1536 BASE O.dwq Know what's below. Call before you dig. of 1 1 60 rTl I ' I 60 > ts9 , 8. .V8S �� o 0 0 F-1000 FOOT SETBACK FROM DNR ORDINARY HIGHWATER LINE OF MARSHAN LAKE v v ov vrn _ Z m P vO o m O ( o 7 rn co c0 O vv v 6 e<D \\\\\\\. \r \\\ CO co C) v,Cs e1_DSe (0 O NI MH 2 v "D rn 4 o m e<DSe \ 1-mZ O m ,Zm ,N) -I "...` 03 =D Z I- X O 0 O 8" DIP (CL 52) APPROXIMATE WATER I o I 1 I I k LINE LOCATION 1 1/1j' r I'S/DE/v774---3pp0 q� p / /' I \� // /A ♦ /\I •/, / Y / eLDse NNEa � V�LOp / Y TY NT 1 1 \ ♦ / 4 / / I ` r L &LDS& HYDRANT & VALVE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \� BLDSB BLDSB CBMH 10' 21 I I HYDRANT & VALVE RSDS MH BLDSB vvvv BLDSB BLD S0072'42"E 314.19 B V vv 1T� 0) D 2 v m v r1 m 7o 0 D O v m C7 0 m v cn O V v rn 0 > > > > SANITARY SEWER STRUCTURES NO. RIM INV. IN 1 900.27 887.99 2 900.55 3 899.18 888.32 4 899.54 888.45 5 899.62 6 898.78 887.09 7 898.50 887.23 8 898.57 INV. OUT 887.99 889.83 888.32 888.45 889.01 887.09 887.23 887.74 > B \ r� 1 / y / /.... / I / r L. /� // I/ L. / / by / / / / ♦ 1 / /1/ r BLD 7.3 / 11/1..,/ r ". 4 I �' F r \ BLDSB e<Dse * FOR CURB INSTALL ADJUSTABL WITH CAST IRON CAP (TYP) S IN DRIVE YS VE BOX O rn O tw:r5 V o/0 0 N CDZ / CBMH 102 8" DIP (CL 52) STORM SEWER STRUCTURES NO. RIM INV. IN INV. OUT 101 897.26 894.70 894.00 102 897.20 894.52 894.33 103 897.16 893.70 893.16 NOTE: FOR EXISTNIG SANITARY SEWER, WATERMAIN, & STORM SEWER DETAILED INFORMATION, SEE RECORD DRAWINGS DATED 08/18/05. & VALVE v 0 05 OG r \/ /• / /\ R cN n / r� , / YRE UTILITY PLAN TURNBERRY CROSSING 2ND ADDITION DRAWN BY: DESIGN BY: C.M. C.W.P. CHCKD BY: C.W.P. PROJ. NO. 15-1536 ORIGINAL DATE: MARCH 4, 2015 REVISION DESCRIPTION CITY COMMENTS W 1- a 0 05.13.2015 N E (>3 �E _0 c6 0 - � co C6 JL--• 0_ ca .2 = �_ ca a0. c //) CO U _c y '5 -C E U > 2 L a) 4) C O w c m c p) C C w � o o m a O .Q) O N O O J 0 05.13.2015 W 1- a 0 TURNBERRY CROSSING 2ND ADDITION LINO LAKES, MINNESOTA UTILITY PLAN PREPARED FOR: HOKANSON CONSTRUCTION SITE PLANNING & ENGINEERING PLOWS ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 0 11"H0 1 INCH = 30 FEET C1 S: plowe\cad\15proiA15-1536 TURNBERRY CROSSING 2ND \15-1536 CAD \15-1536 BASE O.dwq 0 z En 1089NOO 8S SSANlsn8 1 ROCK CONSTRUCTION ENTRANCE PROPOSED FILTRATION MEDIA (TYP) 1 W W W 4. W W W - Know what's below. Call before you dig. N 0 ✓ nz 1 60 1,1 Co EDO c0 I/// r� Y Y /` 4 Z ` RES RE L PL/1 0 7103 �O -lfk •..... 8. o(O I D rn m. m Co ro, o MO - \�_ / X X .o•'• I \ - / / � / A A x X co. \' `'// \/ /` 1 / o min hP? w " x PP M. 00 P".72,. �2 mo O W (pex• V MO. zo DO UO U -1000 FOOT SETBACK FROM ORDINARY HIGHWATER LINE f MARSHAN LAKE X 7-1P X •••.Ox 80,12 Av9' RS 00 00 8o A /1 '\I /-? r S/ A/7- Ty l ly \ / A / L,,(I -/rte r , ..--1- 1 I h . /. < A / 1' 1... m� / I r < -- / / \ (, I / ` J 1 o m01 i'1 .. �(D " 0co SN CO 0. 000.X XmO. . '2'00 '• 0 0) min W I / ham/ / / / / / / I// A p/•••••I k-0190. o....... -10 X C0o V 11;5'W A 00 m., • • cn �cD x.. ...........• 00 0)00 07' NW 000 0s 0 1 / 0000000(+00 01.000000 *•000 0,000000000 11/1/,'.."1- 1/1j/ r J.-41 LI) Lir) ) `4_ / / V X mn mo 0o 0 �o s w o (00 W.. 000 X 0 DD oo mW 0 O .vg2, I j � mO DL0 Dl0 SG O 0 D (0 0 o -o � O X W0 Om o ,...N............ 0 0 m00, X ,'.'0' 0co ANT1-WASH EROSION CONTROL FABRIC. 1' 70% SANE, 30X ORGANIC. I41X ELEV. 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INFILTRATION BASIN o t> N 0 n 0 (n CO 0102 015, A .p 02 CO 0 • �p 900.53 TC -D 900.51 TC -D 800.24 x 900.28 x 900.47 TCCUT TOE TC -D `D 900.59 TC -D •N....•.902.. o O �. ......W ., o•., 901.2.5" o • Gf.•W O cp rT1 I ' I 01 00 min A 60 EOF 898.25 0 EOF 898.15 O. . 20 00 -1O n O v v Q CO COO o▪ v A / \ I I A 1 1 I I /_‘ / , .)C ., / V EOF 899.20 co 0 X 0202 �02 0291 z - 0 1 \ w / EOF 898.33 ' /\ / r / 1 0W GO PROVIDE INLET SEDIMENT CONTROL FOR ALL STORM SEWER INLETS WITHIN 24 HOURS OF STRUCTURE INSTALLATION. PROVIDE ALSO FOR EXISTING STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF DURING SITE CONSTRUCTION. LEAVE IN-PLACE UNTIL SITE HAS BEEN STABILIZED. (TYP) A / R /1/ V , / \ N/0N , PE 0 CO 1-w0 A00 5< rn 0 STORMWATER MANAGEMENT PLAN TURNBERRY CROSSING 2ND ADDITION DRAWN BY: DESIGN BY: C.M. C.W.P. CHCKD BY: C.W.P. PROJ. NO. 15-1536 ORIGINAL DATE: MARCH 4, 2015 REVISION DESCRIPTION CITY COMMENTS w 1- Q 0 05.13.2015 0 E c>z ) >,E} _o co- a) Lig a L o 2 -0 /n a C C /n c • .o w 2 c '� • o a Q) o m w (B U ovo 0 E c • L T- U 2 7 ›. r TURNBERRY CROSSING 2ND ADDITION LINO LAKES, MINNESOTA PREPARED FOR: HOKANSON CONSTRUCTION SITE PLANNING & ENGINEERING PLOWS ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 0 15 30 1 INCH = 30 FEET C2 0 COCO 1.11 S:plowe\cadV15pro'I 15-1536 TUBNBERRY CROSSING 2ND \15-1536 CAD \15-15.36 BASE 0.dwq PART II.C. - TERMINATION OF COVERAGE 1. TERMINATION OF COVERAGE WHEN CONSTRUCTION IS COMPLETE: ALL PERMITTEE(S) MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA ON A FORM PROVIDED BY THE COMMISSIONER WITHIN 30 DAYS AFTER ALL ACTIVITIES REQUIRED FOR FINAL STABILIZATION (SEE PART IV.G.) ARE COMPLETE. THE PERMITTEE(S)' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 2. TERMINATION OF COVERAGE WHEN TRANSFER OF OWNERSHIP OCCURS: ALL PERMITTEE(S) MUST SUBMIT A NOT ON A FORM PROVIDED BY THE COMMISSIONER WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEE(S)' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3. PERMITTEE(S) MAY TERMINATE PERMIT COVERAGE PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY IF ALL OF THE FOLLOWING CONDITIONS ARE MET. AFTER THE PERMIT IS TERMINATED UNDER THIS PART, IF THERE IS ANY SUBSEQUENT DEVELOPMENT ON THE REMAINING PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WAS NOT COMPLETE, NEW PERMIT COVERAGE MUST BE OBTAINED IF THE SUBSEQUENT DEVELOPMENT ITSELF OR AS PART OF THE REMAINING COMMON PLAN OF DEVELOPMENT OR SALE WILL RESULT IN LAND DISTURBING ACTIVITIES OF ONE (1) OR MORE ACRES IN SIZE. A. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 90 DAYS. B. AT LEAST 90 PERCENT (BY AREA) OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS BEEN COMPLETED AND PERMANENT COVER ESTABLISHED ON THOSE AREAS. C. ON AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED. D. THE SITE IS IN COMPLIANCE WITH PART IV.G.2. AND PART IV.G.3. AND WHERE APPLICABLE, PART IV.G.4. OR PART IV.G.5. 4. PERMITTEE(S) MAY TERMINATE COVERAGE UPON APPROVAL BY THE MPCA IF INFORMATION IS SUBMITTED TO THE MPCA DOCUMENTING THAT TERMINATION IS APPROPRIATE BECAUSE THE PROJECT IS CANCELED. PART III.A.3 - TRAINING DOCUMENTATION TRAINING DOCUMENTATION: THE PERMITTEE(S) SHALL ENSURE THE INDIVIDUALS IDENTIFIED IN PART III.F. HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. THE PERMITTEE(S) SHALL ENSURE THE TRAINING IS RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: A. NAMES OF THE PERSONNEL ASSOCIATED WITH THIS PROJECT THAT ARE REQUIRED TO BE TRAINED PER PART III.F.1. OF THIS PERMIT. B. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING. C. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. PART III.B - SWPPP AMENDMENTS THE PERMITTEE(S) MUST AMEND THE SWPPP AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS THAT ARE DESIGNED TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER: 1. THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS. 2. INSPECTIONS OR INVESTIGATIONS BY SITE OWNER OR OPERATORS, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS OR THAT THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2). 3. THE SWPPP IS NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, OR THE SWPPP IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THIS PERMIT. 4. AT ANY TIME AFTER PERMIT COVERAGE IS EFFECTIVE, THE MPCA MAY DETERMINE THAT THE PROJECT'S STORMWATER DISCHARGES MAY CAUSE, HAVE REASONABLE POTENTIAL TO CAUSE, OR CONTRIBUTE TO NON -ATTAINMENT OF ANY APPLICABLE WATER QUALITY STANDARD, OR THAT THE SWPPP DOES NOT INCORPORATE THE APPLICABLE REQUIREMENTS IN PART III.A.8., (IMPAIRED WATERS AND TMDLS). IF A WATER QUALITY STANDARD CHANGES DURING THE TERM OF THIS PERMIT, THE MPCA WILL MAKE A DETERMINATION AS TO WHETHER A MODIFICATION OF THE SWPPP IS NECESSARY TO ADDRESS THE NEW STANDARD. IF THE MPCA MAKES SUCH DETERMINATION(S) OR ANY OF THE DETERMINATIONS IN PARTS III.6.1.-3., THE MPCA WILL NOTIFY THE PERMITTEE(S) IN WRITING. IN RESPONSE, THE PERMITTEE(S) MUST AMEND THE SWPPP TO ADDRESS THE IDENTIFIED CONCERNS AND SUBMIT INFORMATION REQUESTED BY THE MPCA, WHICH MAY INCLUDE AN INDIVIDUAL PERMIT APPLICATION. IF THE MPCA'S WRITTEN NOTIFICATION REQUIRES A RESPONSE, FAILURE TO RESPOND WITHIN THE SPECIFIED TIMEFRAME CONSTITUTES A PERMIT VIOLATION. PART III.C. - TEMPORARY SEDIMENT BASINS WHERE FIVE (5) OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION, THE PERMITTEE(S) MUST PROVIDE A TEMPORARY SEDIMENT BASIN TO PROVIDE TREATMENT TO THE RUNOFF BEFORE IT LEAVES THE CONSTRUCTION SITE OR ENTERS SURFACE WATERS. A TEMPORARY SEDIMENT BASIN MAY BE CONVERTED TO A PERMANENT BASIN AFTER CONSTRUCTION IS COMPLETE. THE TEMPORARY BASIN IS NO LONGER REQUIRED WHEN PERMANENT COVER HAS REDUCED THE ACREAGE OF DISTURBED SOIL TO LESS THAN FIVE (5) ACRES DRAINING TO A COMMON LOCATION. THE PERMITTEE(S) IS/ARE ENCOURAGED, BUT NOT REQUIRED, TO INSTALL TEMPORARY SEDIMENT BASINS WHERE APPROPRIATE IN AREAS WITH STEEP SLOPES OR HIGHLY ERODIBLE SOILS EVEN IF LESS THAN FIVE (5) ACRES DRAINS TO ONE AREA. THE BASINS MUST BE DESIGNED AND CONSTRUCTED ACCORDING TO THE FOLLOWING REQUIREMENTS: 1. THE BASINS MUST PROVIDE LIVE STORAGE FOR A CALCULATED VOLUME OF RUNOFF FROM A TWO-YEAR, 24-HOUR STORM FROM EACH ACRE DRAINED TO THE BASIN, EXCEPT THAT IN NO CASE SHALL THE BASIN PROVIDE LESS THAN 1,800 CUBIC FEET OF LIVE STORAGE FROM EACH ACRE DRAINED TO THE BASIN. 2. WHERE THE CALCULATION IN PART III.C.1. HAS NOT BEEN PERFORMED, A TEMPORARY SEDIMENT BASIN PROVIDING 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE DRAINED TO THE BASIN SHALL BE PROVIDED FOR THE ENTIRE DRAINAGE AREA OF THE TEMPORARY BASIN. 3. TEMPORARY BASIN OUTLETS MUST BE DESIGNED TO PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. THE BASIN MUST BE DESIGNED WITH THE ABILITY TO ALLOW COMPLETE BASIN DRAWDOWN FOR MAINTENANCE ACTIVITIES, AND MUST INCLUDE A STABILIZED EMERGENCY OVERFLOW TO PREVENT FAILURE OF POND INTEGRITY. THE OUTLET STRUCTURE MUST BE DESIGNED TO WITHDRAW WATER FROM THE SURFACE IN ORDER TO MINIMIZE THE DISCHARGE OF POLLUTANTS, EXCEPT THAT THE USE OF A SURFACE WITHDRAWAL MECHANISM FOR DISCHARGE OF THE BASIN MAY BE TEMPORARILY SUSPENDED DURING FROZEN CONDITIONS. ENERGY DISSIPATION MUST BE PROVIDED FOR THE BASIN OUTLET (SEE PART IV.B.5.). 4. SEDIMENT BASINS MUST BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONE REQUIRED UNDER APPENDIX A.C.3, AND MUST BE DESIGNED TO AVOID DRAINING WATER FROM WETLANDS UNLESS THE IMPACT TO THE WETLAND IS IN COMPLIANCE WITH THE REQUIREMENTS OF APPENDIX A, PART D. 5. THE TEMPORARY BASINS MUST BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO 10 OR MORE ACRES OF DISTURBED SOIL DRAINING TO A COMMON LOCATION. 6. WHERE A TEMPORARY SEDIMENT BASIN MEETING THE REQUIREMENTS OF THIS PART IS INFEASIBLE, EQUIVALENT SEDIMENT CONTROLS SUCH AS SMALLER SEDIMENT BASINS, AND/OR SEDIMENT TRAPS, SILT FENCES, VEGETATIVE BUFFER STRIPS, OR ANY APPROPRIATE COMBINATION OF MEASURES ARE REQUIRED FOR ALL DOWN-SLOPE BOUNDARIES OF THE CONSTRUCTION AREA AND FOR SIDE -SLOPE BOUNDARIES AS DICTATED BY INDIVIDUAL SITE CONDITIONS. IN DETERMINING WHETHER INSTALLING A SEDIMENT BASIN IS INFEASIBLE, THE PERMITTEE(S) MUST CONSIDER PUBLIC SAFETY AND MAY CONSIDER FACTORS SUCH AS SITE SOILS, SLOPE, AND AVAILABLE AREA ON SITE. THIS DETERMINATION OF INFEASIBILITY MUST BE DOCUMENTED IN THE SWPPP PRE PART III.A.5. PART III.E - RECORD RETENTION THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE(S) WHO HAS/HAVE OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON-SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE FOLLOWING RECORDS ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN PART II.C. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF 1. THE FINAL SWPPP 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (PART IV.E. INSPECTIONS AND MAINTENANCE) PART III.E - RECORD RETENTION (CONT) 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT-OF-WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE AND 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. PART III.F. - TRAINING REQUIREMENTS THE PERMITTEE(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. 1. WHO MUST BE TRAINED: A. INDIVIDUAL(S) PREPARING THE SWPPP FOR THE PROJECT B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP AND INDIVIDUAL(S) PERFORMING INSPECTIONS AS REQUIRED IN PART IV.E. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. C. INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THESE JOB DUTIES. 2. TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR AVAILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN PART III.F.1.B. AND PART III.F.1.C. 3. THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REFRESHER -TRAINING MUST BE ATTENDED EVERY THREE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. IV.B. EROSION PREVENTION PRACTICES 1. THE PERMITTEE(S) MUST PLAN FOR AND IMPLEMENT APPROPRIATE BMPS SUCH AS CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, INSPECTION AND MAINTENANCE OF PART IV.E. AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION AS NECESSARY TO COMPLY WITH THIS PERMIT AND PROTECT WATERS OF THE STATE. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE ETC.) ON THE PROJECT SITE BEFORE WORK BEGINS. THE PERMITTEE(S) MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT THAT HAVE STEEP SLOPES. FOR THOSE SLOPED AREAS WHICH MUST BE DISTURBED, THE PERMITTEE(S) MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 2. THE PERMITTEE(S) MUST STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 3. IF USING STORMWATER CONVEYANCE CHANNELS, THE PERMITTEE(S) MUST DESIGN THE CHANNELS TO ROUTE WATER AROUND UNSTABILIZED AREAS ON THE SITE AND TO REDUCE EROSION, UNLESS INFEASIBLE. THE PERMITTEE(S) MUST USE EROSION CONTROLS AND VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, RIPRAP, OR GROUTED RIPRAP AT OUTLETS WITHIN AND ALONG THE LENGTH OF ANY CONSTRUCTED STORMWATER CONVEYANCE CHANNEL, AND AT ANY OUTLET, TO PROVIDE A NON-EROSIVE FLOW VELOCITY, TO MINIMIZE EROSION OF CHANNELS AND THEIR EMBANKMENTS, OUTLETS, ADJACENT STREAM BANKS, SLOPES, AND DOWNSTREAM WATERS DURING DISCHARGE CONDITIONS. 4. THE PERMITTEE(S) MUST STABILIZE THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. THE PERMITTEE(S) SHALL COMPLETE STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 7 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK -DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED DURING THE TEMPORARY PERIOD OF ITS USE AS A SEDIMENT CONTAINMENT SYSTEM. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE. 5. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 6. UNLESS INFEASIBLE DUE TO LACK OF PERVIOUS OR VEGETATED AREAS, THE PERMITTEE(S) MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS OF THE SITE (INCLUDING ANY NATURAL BUFFERS) IN ORDER TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORMWATER INFILTRATION. THE PERMITTEE(S) MUST USE VELOCITY DISSIPATION DEVICES IF NECESSARY TO PREVENT EROSION WHEN DIRECTING STORMWATER TO VEGETATED AREAS. PART IV.C. - SEDIMENT CONTROL PRACTICES 1. THE PERMITTEE(S) MUST EMPLOY SEDIMENT CONTROL PRACTICES AS NECESSARY TO MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. A. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK -CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. B. IF THE DOWN GRADIENT SEDIMENT CONTROLS ARE OVERLOADED (BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENT), THE PERMITTEE(S) MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN PART III.B 1.-3. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS AND BE LOCATED UPGRADIENT OF ANY BUFFER ZONES. THE PERIMETER SEDIMENT CONTROL PRACTICE MUST BE IN PLACE BEFORE ANY UPGRADIENT LAND -DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G. 3. THE PERMITTEE(S) SHALL RE -INSTALL ALL SEDIMENT CONTROL PRACTICES THAT HAVE BEEN ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY HAS BEEN COMPLETED. THE PERMITTEE(S) SHALL COMPLETE ANY SHORT-TERM ACTIVITY THAT REQUIRES REMOVAL OF SEDIMENT CONTROL PRACTICES AS QUICKLY AS POSSIBLE. THE PERMITTEE(S) MUST RE -INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED BY THE PERMITTEE(S) OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MNDOT ENGINEER).THE PERMITTEE(S) MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN ANY NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 6. WHERE VEHICLE TRAFFIC LEAVES ANY PART OF THE SITE (OR ONTO PAVED ROADS WITHIN THE SITE): A. THE PERMITTEE(S) MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE. EXAMPLES OF VEHICLE TRACKING BMPS INCLUDE (BUT ARE NOT LIMITED TO) ROCK PADS, MUD MATS, SLASH MULCH, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. B. THE PERMITTEE(S) MUST USE STREET SWEEPING IF SUCH VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET (SEE PART IV.E.5.D.). 7. THE PERMITTEE(S) MUST INSTALL TEMPORARY SEDIMENTATION BASINS AS REQUIRED IN PART III.C. OF THIS PERMIT. PART IV.C. - SEDIMENT CONTROL PRACTICES (CONT.) 8. THE PERMITTEE(S) MUST MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. MINIMIZING SOIL COMPACTION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA OF THE SITE DICTATES THAT IT BE COMPACTED. 9. THE PERMITTEE(S) MUST PRESERVE A 50 FOOT NATURAL BUFFER OR (IF A BUFFER IS INFEASIBLE ON THE SITE) PROVIDE REDUNDANT SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. THE PERMITTEE(S) IS/ARE NOT REQUIRED TO ENHANCE THE QUALITY OF THE VEGETATION THAT ALREADY EXISTS IN THE BUFFER OR PROVIDE VEGETATION IF NONE EXIST. HOWEVER, PERMITTEE(S) CAN IMPROVE THE NATURAL BUFFER WITH VEGETATION. PART IV.D. - DEWATERING AND BASIN DRAINING 1. THE PERMITTEE(S) MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE PERMITTEE(S) MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. IF THE PERMITTEE(S) MUST DISCHARGE WATER THAT CONTAINS OIL OR GREASE, THE PERMITTEE(S) MUST USE AN OIL -WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G. CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGING THE WATER. THE PERMITTEE(S) MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. 2. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 3. IF THE PERMITTEE(S) IS/ARE USING FILTERS WITH BACKWASH WATER, THE PERMITTEE(S) MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. THE PERMITTEE(S) MAY DISCHARGE BACKWASH WATER TO THE SANITARY SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. THE PERMITTEE(S) MUST REPLACE AND CLEAN THE FILTER MEDIA USED IN DEWATERING DEVICES WHEN REQUIRED TO RETAIN ADEQUATE FUNCTION PART IV.E. - INSPECTIONS AND MAINTENANCE 1. THE PERMITTEE(S) MUST ENSURE THAT A TRAINED PERSON (AS IDENTIFIED IN PART III.A.3.A.) WILL ROUTINELY INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. FOLLOWING AN INSPECTION THAT OCCURS WITHIN 24 HOURS AFTER A RAINFALL EVENT, THE NEXT INSPECTION MUST BE CONDUCTED WITHIN SEVEN (7) DAYS AFTER THE RAINFALL EVENT. 2. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED WITHIN 24 HOURS IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP IN ACCORDANCE WITH PART III.E. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS B. NAME OF PERSON(S) CONDUCTING INSPECTIONS C. FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES) E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS. RAINFALL AMOUNTS MUST BE OBTAINED BY A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN 1 MILE OF YOUR LOCATION OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES. F. IF ANY DISCHARGE IS OBSERVED TO BE OCCURRING DURING THE INSPECTION, A RECORD OF ALL POINTS OF THE PROPERTY FROM WHICH THERE IS A DISCHARGE MUST BE MADE, AND THE DISCHARGE SHOULD BE DESCRIBED (I.E., COLOR, ODOR, FLOATING, SETTLED, OR SUSPENDED SOLIDS, FOAM, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS) AND PHOTOGRAPHED. G. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN PART III.B. WITHIN SEVEN (7) CALENDAR DAYS. 3. INSPECTION FREQUENCY ADJUSTMENT A. WHERE PARTS OF THE PROJECT SITE HAVE PERMANENT COVER, BUT WORK REMAINS ON OTHER PARTS OF THE SITE, THE PERMITTEE(S) MAY REDUCE INSPECTIONS OF THE AREAS WITH PERMANENT COVER TO ONCE PER MONTH. B. WHERE CONSTRUCTION SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AREAS AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, THE SITE MUST BE INSPECTED DURING NON -FROZEN GROUND CONDITIONS AT LEAST ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS. FOLLOWING THE TWELFTH MONTH OF PERMANENT COVER AND NO CONSTRUCTION ACTIVITY, INSPECTIONS MAY BE TERMINATED UNTIL CONSTRUCTION ACTIVITY IS ONCE AGAIN INITIATED UNLESS THE PERMITTEE(S) IS/ARE NOTIFIED IN WRITING BY THE MPCA THAT EROSION ISSUES HAVE BEEN DETECTED AT THE SITE AND INSPECTIONS NEED TO RESUME. C. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE INSPECTIONS MAY BE SUSPENDED. THE REQUIRED INSPECTIONS AND MAINTENANCE SCHEDULE MUST BEGIN WITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR 24 HOURS PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 4. THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART 11.6.5. OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION, AND AN NOT HAS BEEN SUBMITTED TO THE MPCA. 5. THE PERMITTEE(S) MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST -RAINFALL EVENT INSPECTIONS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW. THE PERMITTEE(S) MUST INVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS: A. ALL PERIMETER CONTROL DEVICES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES ONE-HALF (1/2) OF THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BE MADE BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR THEREAFTER AS SOON AS FIELD CONDITIONS ALLOW ACCESS. B. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES ONE-HALF (1/2) THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D.). C. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION DURING EACH INSPECTION. THE PERMITTEE(S) MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE PERMITTEE(S) SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. D. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6. E. STREETS AND OTHER AREAS ADJACENT TO THE PROJECT MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE ACCUMULATIONS OF SEDIMENT. IF SEDIMENT IS PRESENT, IT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 6. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITY IS REACHING THE INFILTRATION AREA. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT EQUIPMENT IS NOT BEING DRIVEN ACROSS THE INFILTRATION AREA. PART IV.F. - POLLUTION PREVENTION MANAGEMENT MEASURES THE PERMITTEE(S) SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. STORAGE, HANDLING, AND DISPOSAL OF CONSTRUCTION PRODUCTS, MATERIALS, AND WASTES: THE PERMITTEE(S) SHALL COMPLY WITH THE FOLLOWING TO MINIMIZE THE EXPOSURE TO STORMWATER OF ANY OF THE PRODUCTS, MATERIALS, OR WASTES. PRODUCTS OR WASTES WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER ARE NOT HELD TO THIS REQUIREMENT: A. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY A SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. B. PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. C. HAZARDOUS MATERIALS, TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY STORED IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. D. SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH. 7035. E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH. 7041. 2. FUELING AND MAINTENANCE OF EQUIPMENT OR VEHICLES; SPILL PREVENTION AND RESPONSE: THE PERMITTEE(S) SHALL TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. THE PERMITTEE(S) MUST CONDUCT FUELING IN A CONTAINED AREA UNLESS INFEASIBLE. THE PERMITTEE(S) MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. THE PERMITTEE(S) MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. § 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 3. VEHICLE AND EQUIPMENT WASHING: IF THE PERMITTEE(S) WASH THE EXTERIOR OF VEHICLES OR EQUIPMENT ON THE PROJECT SITE, WASHING MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF FROM THE WASHING AREA MUST BE CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND WASTE FROM THE WASHING ACTIVITY MUST BE PROPERLY DISPOSED OF. THE PERMITTEE(S) MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. NO ENGINE DEGREASING IS ALLOWED ON SITE. 4. CONCRETE AND OTHER WASHOUTS WASTE: THE PERMITTEE(S) MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. THE LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND, AND THE CONTAINMENT MUST BE DESIGNED SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES. PART IV.G. FINAL STABILIZATION THE PERMITTEE(S) MUST ENSURE FINAL STABILIZATION OF THE SITE. FINAL STABILIZATION IS NOT COMPLETE UNTIL ALL REQUIREMENTS OF PARTS IV.G.1.-5. ARE COMPLETE: 1. ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH DENSITY OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. 2. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS CONSTRUCTED, MEETS ALL REQUIREMENTS IN PART III.D. AND IS OPERATING AS DESIGNED. TEMPORARY OR PERMANENT SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS HAVE BEEN CLEANED OF ANY ACCUMULATED SEDIMENT. ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS AND DITCHES ARE STABILIZED WITH PERMANENT COVER. 3. ALL TEMPORARY SYNTHETIC AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) HAVE BEEN REMOVED ON THE PORTIONS OF THE SITE FOR WHICH THE PERMITTEE(S) IS/ARE RESPONSIBLE. BMPS DESIGNED TO DECOMPOSE ON SITE (SUCH AS SOME COMPOST LOGS) MAY BE LEFT IN PLACE. 4. FOR RESIDENTIAL CONSTRUCTION ONLY, INDIVIDUAL LOTS ARE CONSIDERED FINALLY STABILIZED IF THE STRUCTURE(S) ARE FINISHED AND TEMPORARY EROSION PROTECTION AND DOWNGRADIENT PERIMETER CONTROL HAS BEEN COMPLETED AND THE RESIDENCE HAS BEEN SOLD TO THE HOMEOWNER. ADDITIONALLY, THE PERMITTEE HAS DISTRIBUTED THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER TO INFORM THE HOMEOWNER OF THE NEED FOR, AND BENEFITS OF, PERMANENT COVER. 5. FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROP, FIELD PASTURE OR RANGE LAND) THE DISTURBED LAND HAS BEEN RETURNED TO ITS PRECONSTRUCTION AGRICULTURAL USE. STORM WATER POLLUTION PREVENTION PLAN TURNBERRY CROSSING 2ND ADDITION DRAWN BY: DESIGN BY: C.M. C.W.P. CHCKD BY: C.W.P. PROJ. NO. 15-1536 ORIGINAL DATE: MARCH 4, 2015 REVISION DESCRIPTION w 1- a) a) E (o � E - m n3 a az = co (13 .2 _.cn co E a) aa)) L. a) c 0) w aa) o - U 0 o_ 1:3E> L U U 2 _ >, ✓ 0- 03.04.2015 w a 0 TURNBERRY CROSSING 2ND ADDITION LINO LAKES, MINNESOTA Z O_ ~ Z Q J J J 0- 0- Z rI 0 w0 Qw 2c[ tY w 0 1 - PREPARED FOR: HOKANSON CONSTRUCTION SITE PLANNING & ENGINEERING PLOWS ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 C3.1 S:Aplowe\cad\15prol\15-1536 TURNBERRY CROSSING 2ND \15-1536 CAD \15-1536 BASE 0.dwq SITE SPECIFIC INFORMATION PROJECT NAME TURNBERRY CROSSING 2ND ADDITION PROJECT LOCATION AQUA CIRCLE, SOUTHEAST OF LAKE DRIVE & NORTHEAST OF AQUA LINO LAKES, MINNESOTA LATITUDE: 45'09'54"N LONGITUDE: 93'07'19"W PROJECT OWNER HOKANSON CONSTRUCTION, INC. ROGER HOKANSON 9174 ISANTI STREET N.E. (763) 286-7995 BLAINE, MN 55434 CONSTRUCTION ACTIVITY DESCRIPTION SI LANE, CONSTRUCTION OF TOWNHOME UNITS AND GRADING TO ENLARGE EXISTING INFILTRATION BASINS TO MEET CURRENT WATERSHED REQUIREMENTS fE AREAS BEFORE CONSTRUCTION AFTER CONSTRUCTION IMPAIRED WATER TOTAL SITE AREA 3.83 ACRES TOTAL ESTIMATED IMPERVIOUS 0.73 ACRES 1.37 ACRES TOTAL ESTIMATED PERVIOUS 3.11 ACRES 2.46 ACRES TOTAL DISTURBED AREA 1.72 ACRES RECEIVING WATERS WITHIN ONE MILE NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMPAIRED WATER POND POND NO NO WETLANDS WETLAND NO NO RICE CREEK CREEK NO NO MARSHAN LAKE LAKE NO YES RICE LAKE LAKE NO YES SITE MAP AND DESIGN CALCULATIONS SEE STORM WATER DRAINAGE REPORT FOR QUANTIFICATION OF STORM WATER MANAGEMENT REQUIREMENTS AND DRAINAGE AREA MAPS. SOILS, SLOPES, VEGETATION SOIL TYPE(S): SEE "CONSTRUCTION ACTIVITY DESCRIPTION" FOR LIST OF SOILS TYPES. SLOPES: PROPOSED SLOPES WILL BE GENERALLY MODERATE AND ARE NOT EXPECTED TO EXCEED 3:1. VEGETATION: SEED AND MULCH IS PROPOSED FOR DISTURBED AREAS. PERSON WHO PREPARED SWPPP ("DESIGNER") CHARLES W. PLOWE PLOWE ENGINEERING, INC. 6776 LAKE DRIVE LINO LAKES MN 55014 (651) 361-8200 PERSON WHO WILL OVERSEE IMPLEMENTATION OF SWPPP ("CONTRACTOR") TBD PERSON(S) WHO WILL INSPECT ON—SITE ESC MEASURES ("INSPECTOR") TBD TRAINING DOCUMENTATION DOCUMENTATION MUST ACCOMPANY THE SWPPP INDICATING THAT THE INDIVIDUALS IDENTIFIED IN PART III.F. HAVE BEEN TRAINED IN ACCORDANCE WITH THE REQUIREMENTS OF PART III.F. DOCUMENTATION SHALL INCLUDE: A. NAMES OF THE PERSONNEL ASSOCIATED WITH THIS PROJECT THAT ARE REQUIRED TO BE TRAINED PER PART III.F.1. OF THIS PERMIT. B. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING. C. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. SITE SEQUENCING 8c ESC NOTES PRIOR TO ANY LAND—DISTURBING ACTIVITY, THE CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. SILT FENCE SHALL REMAIN IN—PLACE UNTIL THE FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G. THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA—BY—AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN FOURTEEN (14) DAYS. THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED ** 3876 * FOR TURF ESTABLISHMENT COMMERCIAL TURF RESIDENTIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER SPRING/SUMMER SOIL—BUILDING COVER 1-2 YEARS COVER 2-5 YEARS COVER MNDOT MIX 21-112 (100 LBS/ACRE) MNDOT MIX 21-111 (100 LBS/ACRE) MNDOT MIX 21-113 (110 LBS/ACRE) MNDOT MIX 22-111 (30.5 LBS/ACRE) MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 — DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) * MOW A MINIMUM OF: RESIDENTIAL TURF — ONCE PER 2 WEEKS COMMERCIAL TURF — ONCE PER 4 WEEKS ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAULIC MEANS AND STABILIZED BY DISC—ANCHORING OR USE OF HYDRAULIC SOIL STABILIZERS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS, AND THE MPCA'S "PROTECTING WATER QUALITY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA." THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3:1 OR GREATER. PROTECT ALL STORM WATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN—OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID FACILITIES ONCE SITE HAS BEEN STABILIZED. IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION CONTROL BLANKET AS NEEDED. THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING. EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE SILT FENCE PLACED ON DOWNSTREAM SIDES AND SHALL NOT BE PLACED IN SURFACE WATERS. ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESSARY OR AS DIRECTED BY THE CITY. MAP OF SURFACE WATERS MARSHAN LAKE IS AN IMPAIRED WATER. ASSESSMENT UNIT: 02-0007-00 IMPAIRMENTS: NUTRIENT/EUTRIFICATION BIOLOGICAL INDICATORS RICE LAKE IS AN IMPAIRED WATER. ASSESSMENT UNIT: 02-0008-00 IMPAIRMENTS: NUTRIENT/EUTRIFICATION BIOLOGICAL INDICATORS C.1 DURING CONSTRUCTION A. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN PART III.B.1-5 MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. C.2. POST CONSTRUCTION. THE WATER QUALITY VOLUME THAT MUST BE TREATED BY THE PROJECT PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN PART III.C. SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT. WHERE SITE CONDITIONS ALLOW, AT LEAST i� INCH OF WATER QUALITY VOLUME MUST BE INFILTRATED. SEE PART 111.0.2 FOR MORE INFORMATION ON INFILTRATION DESIGN AND APPROPRIATE SITE CONDITIONS. IF IT IS DETERMINED THAT SITE CONDITIONS ARE NOT APPROPRIATE FOR INFILTRATION (E.G. LACK OF 3 FT. OF SEPARATION TO SEASONALLY SATURATED GROUND WATER, PROXIMITY TO BEDROCK, CONTAMINATED SOILS) THE REASONS SHOULD BE DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT. INFILTRATION IS NOT REQUIRED IN HYDROLOGIC SOIL GROUP D SOILS. STORM WATER POLLUTION PREVENTION PLAN TURNBERRY CROSSING 2ND ADDITION DRAWN BY: C.M. DESIGN BY: C.W.P. CHCKD BY: C.W.P. PROJ. NO. 15-1536 ORIGINAL DATE: MARCH 4, 2015 REVISION DESCRIPTION w 1- 0 if) m 0) w aa) o U O 7:3E>.m E >, U = J 2 = >, r o' O Z J 03.04.2015 w 1- 0 0 TURNBERRY CROSSING 2ND ADDITION LINO LAKES, MINNESOTA PREPARED FOR: HOKANSON CONSTRUCTION SITE PLANNING & ENGINEERING PLOWS ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 C3.2 TURNBERRY C ossa N GSEOONDA KNOW ALL PERSONS BY THESE PRESENTS: That Hokanson Construction and Development Company, Inc., a Minnesota corporation, owner of the following described property: Lots 1 through 11, and 24, Block 1, TURNBERRY CROSSING, Anoka County, Minnesota. Has caused the same to be surveyed and platted as TURNBERRY CROSSING SECOND ADDITION and does hereby dedicate to the public for public use the drainage and utility easements as shown by this plat. In witness whereof said Hokanson Construction and Development Company, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of , 20_ HOKANSON CONSTRUCTION AND DEVELOPMENT COMPANY, INC. Roger Hokanson, Vice President STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of , 20_ by Roger Hokanson, Vice President of Hokanson Construction and Development Company, Inc., a Minnesota corporation. Notary Public, County, Minnesota My Commission Expires I Jason E. Rud do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20_ Jason E. Rud, Licensed Land Surveyor Minnesota License No. 41578 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this Notary Public, County, Minnesota My Commission Expires City Council, City of Lino Lakes, Minnesota day of , 20_ by Jason E. Rud. This plat of TURNBERRY CROSSING SECOND ADDITION was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Lino Lakes, Minnesota By Mayor By Clerk County Surveyor I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20_ Larry D. Hoium Anoka County Surveyor County Auditor/Treasurer Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20.......... on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 . Property Tax Administrator By , Deputy County Recorder/Registrar of Titles County of Anoka, State of Minnesota I hereby certify that this plat of TURNBERRY CROSSING SECOND ADDITION was filed in the office of the County Recorder/Registrar of Titles for public record on this day of , 20 , at o'clock _M. and was duly recorded in Book Page . as Document Number County Recorder/Registrar of Titles By , Deputy RUD & SONS, INC. "T.,9" Professional Land Surveyors Ar ITION NORTH GRAPHIC SCALE 40 0 20 40 80 160 A ( SCALE IN FEET ) 1 inch = 40 feet 0 DENOTES i2 INCH BY 14 INCH IRON PIPE MARKED BY RLS NO. 41578. • DENOTES FOUND IRON MONUMENT DENOTES RIGHT OF ACCESS DEDICATED TO ANOKA COUNTY PER THE RECORDED PLAT OF TURNBERRY CROSSING FOR THE PURPOSES OF THIS PLAT THE NORTHERLY LINE OF LOT 24, BLOCK 1, TURNBERRY CROSSING, IS ASSUMED TO HAVE A BEARING OF SOUTH 71 DEGREES 41 MINUTES 03 SECONDS EAST. A I r- n 1- 7 r- 1 1 / 1 / I- - I \ I / 1- - I V V L- 1 V L- L_ L_ r- -1-1 -"A I HH 1 1 A \ r � I I L r — A r \ I-- /2 F! 1 / — \ 1 r � 1 I I L A n /- I \ / I I\/I / \ n I I I 11\ 1 / 1 V 85 / / / / 100 r / L — J NI • / / / / / \ / / v 85 100 • A / L� L//_ / \ k r � I ° � �N0 HE RR y � K 1, 'c"PIZ ss/NG S72. r / S72. 1 52. 4 17 / _ `� J •1, • • x. / • • • ' L - C.,_ ,_ • 12 '1 O 0 O CV 0I 0 v) N 44.67 S72. S89'A55'05"E 43.82 8 44.67 3 0 0 0 z DRAINAGE AND UTILITY EASEMENT THROUGH OUT LOT 12, BLOCK 1, • 5 05 2'42"E �• O a c0 ' L - L • unn°n> ,t0 no O I N89 °39 '24"E 87.34 O 0 CV N 13 42.78 1 r- 43.82 p 43.82 V89'58'45"E 5 5 5 w o in o� (V� No O cn 10 `l o 1-0 3cNi 0 0 z 43.82 176.98 34.78 44.67 w e 0 N P, BLOCK 1 S59°1121626 2 N23°54'48"E ,/i / t: L_ " 5g 6,5„- 36.31-- / NSg°4 // —N89°58'45"E 87.34—• ` -x2.3.-589°58'45"W 87.34 .69 co o I • S89°58'45"W 87.34 p 'N89°58 45"E 87.34 S00`21'07"E co ) —N89°39'24"E 87.34 —•p c Co M co co -S89°39'24"W 87.34 N8-21.2 °-589°39'24"W 87.34 N89°39 '24"E 87.34 — —N89°39 '24"E 87.34 —°3� I i O O 0 0 co a�1 co co co r O °--- 589°39'24"W 87.34---N8-913.9319„--S89°39'24"117 87.34 ---);)\,\ 5686��� 528°29 29 E I ` 2• 31.91 - \ \ X Co 1 • • 60 N00°22'42"117 0 0 S89°58'45"W \\\ 278.18 --SOUTHERLY LINE OF LOT 24, BLOCK 1, TURNBERRY CROSSING A / 1 1 1 'x ,/ A A 0 0 60 1 r- r— / 1 r\ .1 IF!H- '- / \ / 1 \ I - / 1 L 60 A L L _ 1s I City of Lino Lakes County of Anoka Sec. 19 & 20, T31,1122 / / 60 / / / L / / • r - r - 1 —I— I II II L / L / 1 N 1 I I I \ \ / 1 V / CITY COUNCIL AGENDA ITEM 6B STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: June 22, 2015 TOPIC: Resolution No. 15-68, Accepting bids and Awarding a Construction Contract, 2015 Mill & Overlay Project VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting authorization to accept bids and award bids for the 2015 Mill & Overlay Project contract. BACKGROUND Bids were received for the above -referenced project on Thursday, June 18, 2015, and were opened and read aloud. A total of three bids were received. The bids were checked for mathematical accuracy and tabulated. Contractor Amount of bid Valley Paving, Inc. $668,676.92 Midwest Asphalt, Inc. $732,837.85 Hardrives, Inc. $814,502.86 Engineer's Opinion of Cost $901,840.00 The low bid was submitted by Valley Paving, Inc., Shakopee, Minnesota, in the amount of $668,676.92. The total bid includes the areas of West Oaks, Otter Bay and Otter Lake Hills neighborhoods along with Bald Eagle Lake Boulevard and County Road J. The budget for the project is $850,000. Staff is working on a cost sharing agreement with Ramsey County for improvements to County Road J. The substantial completion date for this project is August 31, 2015 and the final completion date including restoration is September 30, 2015. RECOMMENDATION Staff recommends adoption of Resolution No. 15-68, Accepting bids and Awarding a Construction Contract, 2015 Mill & Overlay Project, in the amount of $668,676.92 to Valley Paving, Inc. ATTACHMENTS 1. Resolution No. 15-68 2. Bid Tabulation 3. Map CITY OF LINO LAKES RESOLUTION NO. 15-68 RESOLUTION ACCEPTING BIDS, AND AWARDING A CONSTRUCTION CONTRACT, 2015 MILL AND OVERLAY PROJECT WHEREAS, pursuant to an advertisement for bids for the construction of the 2015 Mill and Overlay Project, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Contractor Amount of bid Valley Paving, Inc. $668,676.92 Midwest Asphalt, Inc. $732,837.85 Hardrives, Inc. $814,502.86 Engineer's Opinion of Cost $901,840.00 AND WHEREAS, it appears that Valley Paving, Inc. is the lowest responsible bidder; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes: 1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with Valley Paving, Inc., in the name of the City of Lino Lakes for the construction of the 2015 Mill and Overlay Project according to the plans and specifications approved by the City Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return forthwith to all bidder the Bid Bonds made with their bids, except that the deposits of the successful bidder and the next two lowest bidders shall be retained until a contract has been signed. Adopted by the Council of the City of Lino Lakes this 22nd day of June, 2015. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Jeff Reinert, Mayor ATTEST: Julianne Bartell, City Clerk WSB Project Name: 2015 Mill and Overlay / 2015 Road Maintenance Project Client: City of Lino Lakes Bid Opening: 06/18/2015 10:00 AM : Project No.: 02029-92 Owner: City of Lino Lakes WSB Project Bid Abstract Denotes Corrected Figure 6/18/2015 Project: 02029-92 - 2015 Mill and Overlay (Road Maintenance) Project Engineers Estimate Valley Paving - Shakopee Midwest Asphalt Corporation (EdnPne) Hardrives, Inc. (Rogers) Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Schedule A - Base Bid 1 2021.501 MOBILIZATION LS 1 $25,877.00 $25,877.00 $15,000.00 $15,000.00 $20,000.00 $20,000.00 $15,234.09 $15,234.09 2 2104.505 REMOVE BITUMINOUS PAVEMENT S Y 1346 $3.00 $4,038.00 $2.20 $2,961.20 $5.00 $6,730.00 $2.43 $3,270.78 3 2105.501 COMMON EXCAVATION C Y 301 $20.00 $6,020.00 $35.80 $10,775.80 $23.00 $6,923.00 $25.56 $7,693.56 4 2211.501 AGGREGATE BASE CLASS 5 TON 1899 $14.00 $26,586.00 $13.00 $24,687.00 $14.00 $26,586.00 $21.41 $40,657.59 5 2215.501 FULL DEPTH RECLAMATION S Y 19705 $4.50 $88,672.50 $1.60 $31,528.00 $3.00 $59,115.00 $2.76 $54,385.80 6 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 1710 $4.00 $6,840.00 $2.90 $4,959.00 $2.00 $3,420.00 $1.94 $3,317.40 7 2360.501 TYPE SP 12.5 WEARING COURSE MIX (2,C) TON 1823 $80.00 $145,840.00 $69.55 $126,789.65 $68.00 $123,964.00 $74.84 $136,433.32 8 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C) TON 2431 $80.00 $194,480.00 $71.60 $174,059.60 $70.00 $170,170.00 $71.36 $173,476.16 9 2506.522 ADJUST FRAME & RING CASTING EACH 11 $500.00 $5,500.00 $570.00 $6,270.00 $850.00 $9,350.00 $519.73 $5,717.03 10 2535.501 BITUMINOUS CURB L F 8957 $2.50 $22,392.50 $0.28 $2,507.96 $0.15 $1,343.55 $3.57 $31,976.49 11 2563.601 TRAFFIC CONTROL LS 1 $5,000.00 $5,000.00 $1,500.00 $1,500.00 $2,500.00 $2,500.00 $1,178.92 $1,178.92 Total Schedule A - Base Bid: $531,246.00 $401,038.21 $430,101.55 $473,341.14 Schedule B - Alternate #1 12 2021.501 MOBILIZATION LS 1 $11,162.00 $11,162.00 $5,000.00 $5,000.00 $9,000.00 $9,000.00 $4,823.02 $4,823.02 13 2211.501 AGGREGATE BASE CLASS 5 TON 1401 $14.00 $19,614.00 $8.00 $11,208.00 $14.00 $19,614.00 $21.94 $30,737.94 14 2215.501 FULL DEPTH RECLAMATION S Y 9710 $4.50 $43,695.00 $1.60 $15,536.00 $3.00 $29,130.00 $2.85 $27,673.50 15 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 449 $4.00 $1,796.00 $2.90 $1,302.10 $2.00 $898.00 $2.50 $1,122.50 16 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) TON 707 $80.00 $56,560.00 $69.55 $49,171.85 $68.00 $48,076.00 $78.45 $55,464.15 17 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C) TON 942 $80.00 $75,360.00 $71.60 $67,447.20 $70.00 $65,940.00 $74.36 $70,047.12 18 2506.522 ADJUST FRAME & RING CASTING EACH 3 $500.00 $1,500.00 $570.00 $1,710.00 $850.00 $2,550.00 $519.73 $1,559.19 19 2535.501 BITUMINOUS CURB L F 2261 $2.50 $5,652.50 $0.28 $633.08 $0.15 $339.15 $3.73 $8,433.53 20 2563.601 TRAFFIC CONTROL LS 1 $5,000.00 $5,000.00 $525.00 $525.00 $2,000.00 $2,000.00 $482.29 $482.29 Total Schedule B - Alternate #1: $220,339.50 $152,533.23 $177,547.15 $200,343.24 Schedule C - Alternate #2 I hereby certify that this is an exact reproduction of bids received. Certified By: icense No. 43338 Date: June la, 21115 Project: 02029-92 - 2015 Mill and Overlay (Road Maintenance) Project Engineers Estimate Valley Paving - Shakopee Midwest Asphalt Corporation (EdnPrie) Hardrives, Inc. (Rogers) Line No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 21 2021.501 MOBILIZATION LS 1 $7,353.00 $7,353.00 $3,500.00 $3,500.00 $7,000.00 $7,000.00 $3,912.04 $3,912.04 22 2104.505 - 98111 REMOVE BITUMINOUS PAVEMENT (FULL DEPTH MILL) SY 4480 $3.00 $13,440.00 $2.50 $11,200.00 $3.00 $13,440.00 $3.75 $16,800.00 23 2211.501 AGGREGATE BASE CLASS 5 TON 340 $14.00 $4,760.00 $8.00 $2,720.00 $14.00 $4,760.00 $21.94 $7,459.60 24 2215.501 FULL DEPTH RECLAMATION S Y 1874 $4.50 $8,433.00 $1.60 $2,998.40 $3.00 $5,622.00 $2.27 $4,253.98 25 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 349 $4.00 $1,396.00 $2.90 $1,012.10 $2.00 $698.00 $3.33 $1,162.17 26 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) TON 550 $80.00 $44,000.00 $69.55 $38,252.50 $68.00 $37,400.00 $77.47 $42,608.50 27 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C) TON 734 $80.00 $58,720.00 $71.60 $52,554.40 $70.00 $51,380.00 $73.77 $54,147.18 28 2506.522 ADJUST FRAME & RING CASTING EACH 3 $500.00 $1,500.00 $570.00 $1,710.00 $850.00 $2,550.00 $519.73 $1,559.19 29 2535.501 BITUMINOUS CURB L F 2261 $2.50 $5,652.50 $0.28 $633.08 $0.15 $339.15 $3.73 $8,433.53 30 2563.601 TRAFFIC CONTROL LS 1 $5,000.00 $5,000.00 $525.00 $525.00 $2,000.00 $2,000.00 $482.29 $482.29 Total Schedule C - Alternate #2: $150,254.50 $115,105.48 $125,189.15 $140,818.48 Total Schedule A- Base Bid: $531,246.00 $401,038.21 $430,101.55 $473,341.14 Total Schedule B - Alternate #1: $220,339.50 $152,533.23 $177,547.15 $200,343.24 Total Schedule C - Alternate #2: $150,254.50 $115,105.48 $125,189.15 $140,818.48 Totals for Project 02029-92 $901,840.00 $668,676.92 $732,837.85 $814,502.86 % of Estimate for Project 02029-92 -25.85% -18.74% -9.68% I hereby certify that this is an exact reproduction of bids received. Certified By: icense No. 43338 Date: June la, 21115 Reclaim Bitumionus Pavement with Class 5 Blended In Mill & Overlay (Full Depth) Reclaim Bituminous Pavement (Full Depth) Reclaim Bituminous Pavement, Excavate 6", Install 6" of Reclaim Bituminous and Class 5 Blended Together CIT :.,.. OF LNOL. KES 2015 Mill and Overlay Project 1 inch = 800 feet 0 800 1,600 Feet W�E CITY COUNCIL AGENDA ITEM 6C STAFF ORIGINATOR: Michael Grochala, Community Development Director MEETING DATE: June 22, 2015 TOPIC: Consider Resolution No. 15-58, Approving Plans & Specifications and Authorizing Advertisement for Bids, Well No. 6 Pump House VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting Council authorization to approve plans and specifications and authorize advertisement for bids for the construction of Well No. 6 Pump House. BACKGROUND In accordance with the City's Comprehensive Water Supply Plan, construction of Well No. 6 was recommended to accommodate the City's municipal water demand. The well is located at Birch Park on property acquired as part of the Preserve at Lino Lakes project. Well construction began in December of 2014 and is nearing completion. The next step in the process is to construct the Pump House Facility. The City Council discussed the plans at the May 26, 2015 regular meeting and requested further review of the architectural elements of the pump house. Additional discussion was held at the June 1, 2015 council work session and June 8, 2015 regular meeting. The plans have been revised to incorporate comments received during the discussion. The project design does include an area for storage purposes. The City Council postponed discussion on the storage issue pending completion of the municipal facilities tour held on Monday, June 15, 2015. If the storage is removed from the design staff recommends postponement of the action item pending completion of the necessary plan revisions. The estimated construction cost is $770,000. Funding for the improvement is provided from the City's Area and Unit Trunk Fund. The estimated schedule for this project is as follows: Council Authorizes Ad for Bids Submit Ad to Legal Paper Publish Ad Open Bids Award Contract Notice to Proceed (estimated based on Contract execution) June 22, 2015 July 8, 2015 July 14, 2015 August 5, 2015 August 10, 2015 August 24, 2015 RECOMMENDATION Staff recommends adoption of Resolution 15-58 Approving Plans and Specifications and Authorizing Advertisement for Bids for the construction of Well No. 6 Pump House. ATTACHMENTS 1. Resolution No. 15-58 2. Revised Pump House Building Elevation CITY OF LINO LAKES RESOLUTION NO. 15-58 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS WELL NO. 6 PUMP HOUSE WHEREAS, in accordance with the City's Comprehensive Water Supply Plan, construction of the Well No. 6 Pump House is planned for construction to meet the municipal water demand; and WHEREAS, the project is necessary, cost-effective and feasible; and WHEREAS, pursuant to City Council Resolution No. 14-109, Stantek Inc., has prepared plans and specifications for the making of such improvement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota that: 1. Such plans and specifications, a copy of which are made part hereof, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper and in a trade publication an advertisement for bids for the making of such improvement under such approved plans and specifications. The advertisement shall be published for two weeks, shall specify the work to be done, shall state that bids will be received by the Clerk, at which time they will be received by the clerk until 10:00 a.m. on Wednesday, August 5, 2015, at which time they will be publicly opened at the City Hall by the City Clerk and Engineer, will then be tabulated, and will be considered by the Council at 6:30 p.m. on August 10, 2015, in the Council Chambers of the City Hall. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed with the Clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the Clerk for five (5) percent of the amount of such bid. Adopted by the Council of the City of Lino Lakes this 22nd day of June, 2015. 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CULTURED STONE WAINSCOT TRANSLUCENT WALL PANEL TYP CONT RIDGE VENT HM DOOR AND FRAME NORTH ELEVATION OVERHEAD SECTIONAL DOOR TOP OF CMU EL 112'-0" TOP OF WAINSCOT EL 103'-0" TOP OF SLAB EL 100'-0' TOP OF FOOTING EL 96' - 0' J 0 2' 4' 8 11 -----7�- L FIBER CEMENT BOARD SIDING PREFIN MET FASCIA AND DRIP EDGE PREFIN MET RAIN GUTTER_ AND DOWNSPOUTS 5/4x6 TREATED EXT. 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A11111111111111111111111110111 1111111111111101111111111111111111111111111116. 211IImlllmirlmlllmm uummo nrl■Inr1■mlmmlminrl■Ii, _/IIDi11�111■:!!UI■I11m111m111mI11mI11mI11mI11mI11mI11mI11� .11 n11■Ir111■1111m1111■11111■1n11■In11■11111■1r111■Irim■11111■Ir111■Inm.. e1i■m I�i1 Iu,■m'�Im111■mlm■ml 1■null■u1�,■�m'111■m11iuo,r1■mul■mnninll■m,1 lel:IIMIlillmi�tilliiV�ilii �i VVi111111 li1111iiil'81Ii11111lli�l 1111111111\. �n�o■Immormnrmmmmnrmnrmmnnmmmmlrmnrm_ Irmnrmn,••1m TRANSLUCENT SKYLIGHT SYSTEM TOP OF EL 103' � WATERTABLE - EL 103'-0" CULTURED STONE WAINSCOT OWEST ELEVATION 1 0 2' 4' 8' TOP OF SLAB Q EL 100' - 0' TOP OF FOOTING EL96'-0' FRP DOOR AND FRAME TRANSLUCENT WALL PANEL TYP FRP DOOR AND FRAME 0 9 r q 1 _TOP OF CMLII] EL 112'-0' PRECAST EL 110'-0' TOP OF WAINSCOLfti EL 103' - 0' L EAST ELEVATION 0 2' 4' 8' TOP OF SLAB EL 100' - 0" v TOP OF FOOTING EL96'-0" LINO LAKES, MINNESOTA [No PUMPHOUSE NO. 6 EXTERIOR ELEVATIONS E d REVISION DATE SURVEY DRAWN TRJ DESIGNED BPP CHECKED APPROVED BPP PROJ. NO. 193803003 SHEET NUMBER A203